HomeMy WebLinkAbout2011-09-06 Planning Board Supplemental Materials (51) TM 73 I IL 42
TL 38 139.32 I
x 140.09 PROP. SWALE
10 �- 16. HIGH CLF ��164 APPR0 VED , SUBJECT r0 CO VENAN r CONDITIONS
100. - sF
X119 - 920'' 13885 013867 �Y38xe 138.86 SET FORTH IN A COVENANT EXECUTED BY
T-3�9
13c� DATED AND TO BE
1 4O 12"L Uou- 0 T #30
12"DEc: s EXIST. 12" RC DRAIN, INV.=137.4± RECORDED HEREWITH.
13 68 10"DECIDUOUS
PROP. ROOF DRAIN 139.31 AREA=13,850 S.F.
DRYWELL (TYP) o O < •13"DECIDu0U' -0.318 AC. x PROP. SILT
x •iO'M LF FENCE & HAYBALES y
0 2
N/F c 2-14"MAPLE , 1 1
JOHN VENTRILLO 4i'.�-'Ai
N13s.48 3A
I
/ TM 33 TL 11 - - G= - _, mous x 1311 84 I '
N F DS 14 x0 FG
MAUREEN A. 141.08 1 1 22' .. Z6, _,�• x
MORKESKI �
X PROPOSED / I 25' NO DIS
TM 34 - PROPOSED 3 BEDROOM , I ZONE n'RB 4A APPROVED BY THE TOWN OF
N GARAGE F.D. N x
TF=147.5 I SD. NORTH ANDOVER PLANNING BOARD.
0 CF=140.0 1 X/ NO BUILD ZONE
`� 15 1DS 145x5 FG^ - - - - - / I I
o0 26.9' 140.33
-- DATE
r7 Do o.00 loo, O
r7 , BUFFER ZONf Q
PROP. ENVIRONMENT =1 01
+/ / #31 / 5A�
ONE OR OTHER
PUMP CHAMBER /
o
\ _ 14182 �c x 139.80 , "w
PROP. POROUS + 12"MAPLE
N/F PROP. 1-1/2" X •141.92 /
m 402 ASPHALT 3-10"MAPLE k N F , \ 6A
# FUNARO TYPE I-1 BIT. NICOLE AND J_OHN ,
2�
TM 73 CONC. OVERLAY PAVEMENT ,� 141.55 �5` ��� MTM 73H r , \\ FILED
a, ON EXIST. ROADWAY TL 9 \
TL 33 PAVEMENT AFTER PROP. 2" PVC SDR 21 - /
EXIST. GRAVEL UTILITIY EXTENSION SEWER FORCEMAIN r- NON-JURISDICTIONAL � \\ HEARING
(5 MIN. COVER- APPROX }5^ 4A ISOLATED WETLAND ♦ -
ROAD SHOULDER 95 LIN. FT.) 'I` APPROX. 300 S.F. 1/
(6'± WIDTH) APLE \
111�o.7a
146.37 MATCH EXISTING PROP. 1 1/2" TYPE 'K' k ' �14"D CID000S ,f EXISTING /
32� LINE & GRADE OF / 3A INTERMITTENT
ROP° TBM PROP. CONNECTION ROAD W/ NEW COPPER SERVICE WATER \ / 7A /'
CHANNEL CLERK OF THE
Pv �O�N EBD HFNOD TO EXIST. 12 PAVEMENT IR FNk ,A 2A f 'R `, TOWN OF NORTH ANDOVER, HEREBY CERTIFY THAT THE
146.45 WATERMAIN
x ' IN FND - - ► NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING
_ 145.87 1� Ip F X42 2" /100.00 BOARD HAS BEEN RECEIVED AND RECORDED A T THIS
146 2 x 147.19 1J46.61 �E�ID140682 1/"DECIDUOUS 1 �- x 3 12"MAPLE 14 MAPLE 12"MAP oz OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED
X141.\ �, ,- N o
_WS WS - ET H U F N (PRIVATE- o' WIDE) ,��, E N U E DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT
PROP. CORE \ 12 '4 '
EXIST. SMH TO SMH N � ' _ AND RECORDING OF SAID NOTICE.
RIM=147.32. BIT. CONC. AVEMENT x X 140.47 333.89 W
CONNECT PROP. G INV.=137.0 I I U, 141, I f- N20'00'00"W I aA
8" PVC SEWER `J' - - - - - �380� X 13818
REBUILT INVERT �� 146.31 - �- - - _ 1 - - _ STA 13+33.89
\ 3-14"MAPLE 4-14"MAPLES \
@ ELEV.=137.34 145.6,' 143.22 143.44 142.99 , - �14 s END
14"DECIDUOUS 24"DECIDUOUS 022"DECIDUOUS 042"DECIDUOUS 1�MAPLE _ 36 �PLE I ROW TOWN CLERK
�. 6' HISI-I CLF 1.13
X 147.78 1
�z
147. 2 PROP. 170'-8" PVC
� PROP. 56± LIN. FEET OF PROP. SMH
4 SEWER S=0.01'/' ROADWAY EXTENSION RIM=144.71 "I HEREBY CERTIFY THA T THIS PLAN WAS
(5' MIN. COVER) Z
s� -4„ PERMEABLE PAVEMENT INV.IN=139.54 (PROP. 2 FM) ` PREPARED UNDER MY DIRECT SUPERVISION, AND
- -4 CHOCKER COURSE \ INV.OUT=139.04 (PROP. 8 ) _ THAT THIS PLAN CONFORMS TO THE RULES AND
-12" FILTER COURSE
��\ DRIVEWAY -3PEA GRAVEL SUB-BASE �o�� ,�, Z REGULATIONS OF THE REGISTRY OF DEEDS.
-4 RESERVOIR COURSE ALL SURVEYING CONFORMS TO THE TECHNICAL
EXIST. GRASS/ (SEE POROUS PAVEMENT DETAIL) eJ �� STANDARDS FOR PROPERTY SURVEYS OF THE
GRAVEL ISLAND „
EXIST. WATERMAIN #410 PROVIDE TEMPORARY CRUSHED STONE FILTER BERM `� AMERICAN CONGRESS ON SURVEYING AND MAPPING.
PRIOR TO POROUS PAVEMENT CONSTRUCTION TO
EXIST. SANITARY PREVENT TRACKING SEDIMENT (REMOVE BEFORE NEW PAVING) - ® � �"" - � - - m �
SEWER MAIN
N/F N/F
JOSEPH & ANN JOSEPH & ANN ♦ #492 SUTTON STREET
ALBERT ALBERT N/F
STEPHEN E. STAPINSKI, R.L.S.
TM 73 TM 73 CITY OF LAWRENCE
TL 02 TL 16 AIRPORT COMMISSION
TM 75
TL 1-13
r
METHUEN AVENUE EXTENSION
- PLAN- -
1 "=20'
SUTTON
STREET
STA 9+70 STA 11 +40
EXIST. SMH PROP. SMH
150 RIM=147.32 NV IN4439 .54 (PROP. 2" FM)
INV=137.34 (PROP. 8 ) „ EXIST. PAVED WAY OUT=
139.04(EXIST. 12 ) WITHIN 40' PRIVATE R.O.W.--i- INV -139.04 (PROP. 8" PVC)
PROP. � GRADE PROP. PAVED ROAD EXTENSION
07. 40' PRIVATE R.O.W.
EXIST.
12" WEXIST. 8 HP - = - EXIST. GRADE
��
GAS MAIN PROP. 1 1 2" TYPE K EXIST. RIGHT SIDELINE GRADE
COPPER WATER SERVICE
EXIST. LEFT SIDELINE GRADE
= _ - ROADWAY IMPROVEMENT PLAN
140 PROP.170'-8" PVC \
METHUEN AVENUE IN
S=o.o1 '/' - --- - - -_ - _ NORTH ANDOVER, MA
REGISTRY USE PROP. 2" PVC SDR 21 = - - - -_ -
N 0SEWER FORCEMAIN (5' MIN. COVER)171 - -= OWNER:
U) n 0 ; o RONALD AND RHO DA PO LLINA
x x x ly- x rill 38 BRICKETT HILL CIRCLE, HAVERHILL MA, 01830
3
APPLICANT:
00 0 0 0 0 0 APPLEWOOD CONSTRUCTION CORP.
a r cD Sri Lri 315 MIDDLESEX ROAD, TYNGSBOROUGH, MA 01879
Ln
LI rQ
0 1 2
J J J J J J SCALE: AS NOTED
Li w w w w w
0 130 DATE: MAY 13, 2011 REVISED: AUGUST 22, 2011
Ln 10+00 10+50 11 +00 11 +50 11 +83 12+00 12+50 13+00 13+50
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1VIETHUEN AVENUE EXTENSION MERRIMACK ENGINEERING SERVICES
66 PARK STREET
a
- PROFILE- AE TEL: (978)MR8 )M4475-3555 E FAX ASSCHUSTTS 0810
1(978) 475-1448
H: 1;; = 20'
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V: 1 = 4
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