HomeMy WebLinkAbout02/28/2023 - Planning Board Meeting Presentation - - 149 MAIN STREET wog•;Oa}iyOaeay;aof
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Existing Conditions
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LEGEND
o BOUND
O IRON PIN/PIPE NOTES:
O STONE POST P 1.INFORMATION SHOWN ON THIS PLAN IS THE RESULT OF A FIELD SURVEY PERFORMED BY
PETER NOLAN&ASSOCIATES LLC AS OF 3/16/2022.
TREE
2.DEED REFERENCE(#149 MAIN):BOOK 16264,PAGE 53
TREE STUMP 2.DEED REFERENCE(#14 SECOND):BOOK 15928,PAGE 237
SHRUBS/FLOWERS PLAN REFERENCE:PLAN 4543,BOOK 962,PAGE 273,OF 1962
PLAN REFERENCE:PLAN 8719 OF 1981
SIGN NORTH ESSEX DISTRICT REGISTRY OF DEEDS
® BOLLARD 3.THIS PLAN IS NOT INTENDED TO BE RECORDED.
Qs SEWER MANHOLE 4.1 CERTIFY THAT THE DWELLING SHOWN IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD
QD DRAIN MANHOLE ZONE.IT IS LOCATED IN ZONE X,ON FLOOD HAZARD BOUNDARY MAP NUMBER 25009CO209F,
N COMMUNITY NUMBER:250098,DATED 6/4/2010.
® CATCH BASIN
5.THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY
�w WATER MANHOLE EXIST.A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT
wv WATER VALVE USES OF THE LAND;HOWEVER THIS NOT CONSTITUTE A GUARANTEE THAT NO SUCH
x EASEMENTS EXIST.
yq HYDRANT "°' 6.FIRST FLOOR ELEVATIONS ARE TAKEN AT THRESHOLD.
GV X GAS VALVE SZ 7.NO RESPONSIBILITY IS TAKEN FOR ZONING TABLE AS PETER NOLAN&ASSOCIATES LLC
CE ELECTRIC MANHOLE / ARE NOT ZONING EXPERTS.TABLE IS TAKEN FROM TABLE PROVIDED BY LOCAL ZONING
ORDINANCE.CLIENT AND/OR ARCHITECT TO VERIFY THE ACCURACY OF ZONING ANALYSIS.
EL ELECTRIC HANDHOLE
UTILITY POLE
8.THE ELEVATIONS SHOWN ARE BASED ON NORTH ANDOVER DATUM.
�, �, 3
/ v
j LIGHT POLE x x / X
Q MANHOLE x
X SPOT GRADE x / Nd DRILL HOLE
5 ,2W FOUND N F
TOP OF WALL SPENCER,KAREN A.
BOTTOM OF WALL v W 6
EXISTING BUILDING \ I EXISTING
s EXISTING ROOF PEAK
RETAINING WALL `�, SZ `� Rv o` EX STING
\- BUILDING
ELEV.=120.24±
DRIVEWA
STONE WALL \ �� I 4'
FENCE 9s_ ��•
X XI STING
TREE LINE
E
X
SHED 25.g±
2
� 5 � EXISTING
SEWER LINE f L I a2 GUAARD
FENCE `31 HISTLNK EXISTING FINISHED FLOOR
DRAIN LINE \� FENCE MAC GREGOR DAVID G ELEV-95.13±
WATER LINE IXISTINc \ APPROX.FINISHED GRADE
EXISTING S.M.H. E%ISTING PARKING BASED ON BLDG CORNIER SHOTS
RIM=94.B0 IXRIM=9 D.M.H. PARKIN SPOTS
GAS LINE INV=B5.10 RIM=94.02 ET SPOTS ELEV.=94.44±
O FOU
804lNND EXISTING
UNDERGROUND ELECTRIC LINE CFEINCEK
APRX.LOCATION
oHw OVERHEAD WIRES 3 of cns UNE
CONNECTION / h EXISTING
PARCEL ID: / x
a`" N oRlvEwnY 030.0-((0006)
�145� CONTOUR LINE(MJR) zs:s;4si s:F(RECORDEDDJ \
c EXISTING
N PARKING EXISTING EXISTMG
�V �^ EXISTING SPOTS CHAINUNK
CONTOUR LINE(MNR) f CONCRETE FENCE NOT TO SCARE
,2 ISLAND \
orb I tyro z EXISTING \,
n EXISTING
APRX.LOCATION PERGOLA EXISTING PARKING ,
OF SEWER LINE Vl U PAYED EXISTING K
GU G SPOTS \
pRIVEWAY
_ CONNECTION N GUARD
... ,,_= RAIL O ,
FENCE \
S� EXIST NG o
BRICK
£ y COMMERCIAL z \ \ EXISTING
PVC
DWELLING ., \ EXISTNG FENCE
x w F.F.=95.13 1 PARKING
o? (TAKEN AT SPOTS x N/F
o z' THRESHOLD) EXISTING LONG,MEGHAN
APRX.LOCATION ¢ x " ROOF x EXISTING
OF WATER UNEI FL7o OVERHANG GUARD
CONNECTION OF
x'' 18S RAIL EXISTING ROOF PEAK
- x'm 'EXSTING s FENCEELEV.=122.57+
DECK EXISTING r
PAVED G O 25,�' O WOODEN
+i DRIVEWAY fir-c �• FENCE
EXISTING
_ x VED
EXSTING WOODIEN v x i'- DRIVEVAY EXISTING
4W GUARD FENCE p
.r RAIL EXISTING1001.11
[Min[D = FENCE
FENCE CONCRETE EXISTING x 11 \ z
CURB r- PARCEL ID:
X PAYED Kex 1T
DRIVEWAY 030.0-0007X
D.
x w ExlsnNc ,HB�HD�oT za+5:SF EXISTING 2 3.1 5'+
N XISTIN
CATCH BASIN 12 DRAINDE \ " I
PENCE
IL, av
RIN 92.]4 _ V \ _ EXISTING FINISHED FLOOR
APRk.LOCATION OF 4'GAS UNE 54.6' cam`- oo\
U � ELEV=1 02.1±
lY
_ �k APPROX.FINISHED GRADE
E TIN BASED ON BLDG CORNER SHOTS
G �- =2`GRAIN LA DING ATCH BASIN � \
-G APRX,eCATION OF q' LINE= RIN-9&14
SECOND STREET FE g "�_ \ ELEv.=99.42±
G- 3 r
(PUBLIC WAY-50'WIDE) G
EXISTING S M.H SS�-SEWER LINE I G APRX.LOCATIgJ F 4'AS DNE JJ APRX.LOCATION G G l� G G xz NV=B2.54 �/5'WATE-SS-SS OF SEWER UNE STONE BOUND
f
w� S CONNECTION FOUND AND HEIR SECOND STREET
X II w- -ASS EXISTING S.M.H
- SEWER UNE RIM 9].96 (PUBLIC WAY-50'WIDE)
w- S INV=8B.5]
w�L� SS SS SS SS SS Ss-
STONE Ip�IpI p�v�
STONE BOUN I w C` B'WATERLINE E/\I S TII�`U G P R O��L 1 4
APRX.LOCATION 1r/ w W w w V V OT TO SCALE
N FOUND X-\ OF WATER UNE
_. E E E E x CONNECTION
X-- OVERHEAD ELECTRIC UNE
X OVERHEAD ELECTRIC LINE /
SCALE
1"=20' OF Ao
DATE o= PETE
3/28/2022 REV DATE REVISION BY J' m
LA N
SHEET 149 MAIN STREET .4918 0�
1 14 SECOND STREET FC sI'�
PLAN NO. NORTH ANDOVER pw Lo
1OF1 MASSACHUSETTS
GRAPHIC SCALE CLIENT: Px NT N G C N T N S SHEET NO.
20 a 10 20 40 80
DRAWN BY PLAN
IN KK
1 inch ET FE20)ft. C PETER NOLAN & ASSOCIATES LLC
PJN BY LAND SURVEYORS/CIVIL ENGINEERING CONSULTANTS
,REVJN
APPD BY 80 JEWETT STREET,SUITE 2 NEWTON,MA 02458
PHONE:857 891 7478/617 782 1533 FAX: 617 202 5691
PJN EMAIL: pnolon@pnosurveyors.com
Proposed
Langan Engineering
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LOT AREA:+/-28,559 SF
TOTAL FOOTPRINT GSF:+/-14,850 GSF
22 CAR PARKING STALLS I/
24 COVERED PARKING STALLS
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STORMWATER
PIPING& �
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STRUCTURES
m T:s6.3 WATER QUALITY UNIT
TW:9 9.3 9.,
BW:95.97 s
#" 95.70
..� TC:96.20
BC:95.70
DOMESTIC WATER&
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TW:103.48
9.50
95.50 95.42
\' 95.30
95.60 95.58 95.35
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94.97
P TC:94.67
94.73 95.55 "r
t i 95.50 ,
94.70 0
F O
TC:94.61 94.55
SANITARY SERVICE
94.47 96.11 100.93
o
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WATER QUALITY UNIT
96.49
94.79 95.06 95.37 95.79 96.12 100
96.88'97A 2,97.47 97.98
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99.67
4
TC:93.22 _TC:100.32
\ BC:99.82
=92.58-
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1 BC:98.49
NORTH
20 0 10 20
_ _ s�
- - _ - _
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F'i r Truck r n ' n v ment
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8.21
18.96
TOWN OF NORTH ANDOVER FIRE TRUCK
feet
REAR TIRE ENVELOPE--
Width : 8.93
VEHICLE BODY ENVELOPE Track : 8.93Lock to Lock Time : 6.0
FRONT TIRE ENVELOPE Steering Angle 40.6
7
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22 PARKING SPACES--------------
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avement Markin Concept
IN-
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LOT AREA: 28,559 SF
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TOTAL FOOTPRINT GSF: 14.85
A-
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24 COVERED PARKING STALLS
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BUILDING
APPROXIMATE WINDOW LOCAFION
6 FEET WOOD FEtx)2':E
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Trip Generation & Parking Demand
The development is expected to generate no more than 40 peak
hour trips and is considered s low-traffic generator.
The development is expected to have an average parking
demand of 51 parking spaces during the weekend and 39 parking
spaces during a regular weekday. -�
Peak utilization of residential uses occurs between 5:00 PM
and 8:00 AM and the peak utilization of commercial uses occurs
between 10:00 AM to 7:00 PM, with an overlap of two hours
between 5:00 PM and 7:00 PM.
Development is proposing 46 off-street parking spaces and
will designate 12 parking spaces to be shared from 10:00 AM to ............ .........
4:00 PM between the proposed uses to maximize the use of the
proposed parking layout.
The consolidation of driveways along Second Street will result in
three (3) new additional on-street parking spaces.
14 2!?8?��32� �49 fl•9ai€� Sireet;%rrd Ov�r E��"sue. g��.t'��ar�h€te�t�u��� JtA
rk'in Utilization
The project will provide 46 on-site
parking spaces.
aIn Street
� We collected on-streetparkingdata for
12 hours 30 i for h days
every minutes utes three
� Saturday, October 22, 2022
INK
ti
a-
Tuesday,
t 3 --
- L Wednesday, October 26, 2022.
s
J
o��
— i
% � ` . The parking nventory found that there
LEGEND
area roximatel 131 on-street parkin�- � � p p y p gNo Parking �-
0 Min.Limit,Ps rkin -4 F ,
lour Limit Parlor -1 5 F
spaces available in the study area.
lour Linn'Ryrkir -$4 R
Reim Only- F -;
49 on-street s aces within a
parking p
200-foot radius of the site.
t
- _ << e _ _ ,
Overall Downtown North Andover
0
131 on-street
10
parking spaces
100
90
OF 5
80
o �
0 � *�
-ct
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Mm
Sit v 1 -Tuesday 10.125 de s - 0112 -Sun'a
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_ .� - - _ _
Aver e P rk'in Utilmiz tmion
AVENGE PARKING UTILIZATION (WEEKDAY)
_ a
ry
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LEGEND
60-0%Utilization
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