HomeMy WebLinkAboutTraffic Assessment & Parking Utilization Study - - 149 MAIN STREET i
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18 November 222
Jean Enright
Planning Director
Town of Norte A °er,
120 Main
North Andover, MA 01845
I
Fie-. Traff1c Assessment& Parking Utiliza,tilon Study
149 Mailn Street 1 -use Development
nr,
Langan Project ' .-. 151028501
Dear Ms. aright
Langan Engineering an Environmental Services, Inc n), has prepared this traffic
assessment&parking utilization study for the proposed mixed-Usle development to,be located
9 Main Street/14 Second Street in North Andover, Massachusetts,. This letter report includes
anticipated daily an - r trip-gen ration, parking analysis and s,ite access review, based on
� I
indusitty standards. We have determined that the proposed development would generate
approximately peak hour trips and is considered a low-traffic generator that is not expected t
noticeable ..react traffic in the area. We also found that the existingon-street parking rear the
site have the-capacity,to serve the development's expected commercial parking man 'u Figure
' 1 below shows an al,eria] photograph of the site location.,
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Traffic Assessment&Parking Utilization Study 18 November 202,2'
149 Main Street Mixed-use 0'evelopment Page 2 of 8
North,Andover,MA
j2nqanffo,'ect No.: 151028507'
P
Project Descr*IpUon
The 0.65-acre site is,within North Andover Downtown Overlay District located at the southwest
corner of the intersection of Main Street and Second Street. The site is occupied by a one-story
vacant building that previously housed a drive-in bank with access thro�ugh one driveway to both
Second Street and Main Street which is located at 149 Main Street, as a well as a single family
residence now known and numbered as 14 Second Street. The site will include a combination of
the 149 Main Street and 14, Second Street properties, as a single l'ot. The applicant is see kinn to
f1h;
redevelop the site as a mixed-use redevelopment with a three-story build'ing with 24 residential
units aend approximately ±6,700 sugar e-feet of ground floor commercial usies with 22 single
parking spaces, and 22 tandem, parking spaces des,igned to be primarily used by the residents of
the building. The redevelopment will also eliminate two of the four existing driveways, and'
reconfigure the two remaining existing driveways., The driv eway on Main Street will be
reconstructed at the existing location and will operate as an ingress-only access. The, driveway
.1
on Second Street will be reconstructed at the existing sioutnernmiost driveway opening which is
approximately 240 feet sou,th of Main Street and will be operate as a stop-controlled eg,ress-onl','Y
connection.
The applicant has not identified a tenant for the commercial uses., Therefore,, the applicant is
seeking an approval of the commercial uses to, allow for any or a combination of uses such as
medical office, general retail, specialty stories,' business, professional offices or other less
inttensiive uses. As previously stated, the development's on-site parking layout will primarily serve
the residential units, whit the commercial users wire expected to use the, available on-street
parking spaces located within 200 feet of the site. The development will provide 44 on-street
park'ing spaces, and the applicant is seeking to count the 26, on-street parking spaces located
Within, a 200-foot radius, of the site to be counted as, part of the required' parking need for the
commercial,uses based on Article 8, Part 1, § 195-8.4,of the town's zoning bylaws,., Per the town's
zoning regulations, the site is required to provide 43 off-street parking spaces for the residential
units and 40 off-street parking spaces for the commercial uses. Therefore, the applicant is
seeking a 35 percent reduction of the number of off-street parking spaces based on Article 8.
Part. 1 195-8.8 of the town's zoning bylaws.
Trip Generation A,nallysIs
We performed a trip generation analysis for the proposed mixed-u,se development �using
11 Ih Edition of the ITE Trip� Genera�tibin Manual and f ound that the proposed
equa tions f rom the
development would generate 5127 daily trips (including, 26 morning peak hour and 41 afternoon
peak hour) net-new trips. Table 1 summarizes the trip-gever wtion estimates., We did not apply a
multi-modal credit due to the lack of surrounding transit and pedestrian/bicycle infrastructure
although there is blus service f rom the Merrimack Valley Regional Transit Authority(MVRTA) (Bu,s,
Route No. 33) along Main Street past the site 7 days per week. The Lawrence Commuter Rail
Station is approximately 1.4 miles from the s,ite via Main Street, to, Sutton Street to Merrimack
Street in Lawrence. Attachment, B contains the IT E Trip Generation excerpts.
Traffic Assessment&Parking Utilizationi Study 1'8 November 2022
149 Main,, 'tree t,Mixed-use Developn7 erg t Page 3,of 8
North Andover, MA
Lan gLan,fro ject No... 15102 1
TABLE 1
ANTICIPATED,TRIP GENERATION-149 MAIN STREET MIXED-USE DEVELOPMENT
LAND USE PEAK H�O,UR PM PEAK HOUR
USE DAILY I�
CODE' ENTER EXIT TOTAL ENTER EXIT TOTAL
Multifamily(24, 2'20
IL 162 1 2 8 10 7 52
...........
Comrnercial (6,70!LsO 822
365 9 7 16 22 22 44
Grosspeak hour trip 527 11 ............. 15 26 29 1 27 56
Commercial Pass-by eduction PM Peak H 7 -our(34%)2
8 15
112 14 -T- 26 22 19
Net-,New Peak 41
Tri Hour 8:1 -1 1 I=:111,11 = 11
Land Use Code and site trips based on ITE"'Frip Generation Mantial,'I I th Edition,,
2 Pass-by rats based on ITE Trip Generation Handbook 3rd Edition.
Site,Circulation,
The curren t s,ite access is through four driveways:, one to Main, Street and three to Second'Street
The development is proposing to, reduce the number of connections by eliminating the two
northernmost driveways along Main Street, which will minimize pedestrian and vehicular
conflicts and will improve access to, the site with the proposedconsolidation of driveways. The
proposed internal circulation layout has been, designed to minirnize conflicts vehicular and
pedestrian conflicts. In, addition, the proposed ADA parking spaces will be in close proximily to,
the building s main entrance and a high-emphasis crosswalk is being proposed to provide safe
access and slow Vehicles while entering the site. In, order to encourage multim,odal
transportation" the de ellopim nt is proposing a bike room with direct access,to Second Street to
avoid vehicular conflicts. The proposed trash enclosure is being located along the main drive isle
to avoid backing in/'out and'without conflicts,to the parking layout.
The ldri way on Main Street will operate as an ingres,si-only access, whi le the driveway on,
Second Street will operate as a stop-controlled egressonly driveway. Both driveways,will provide
access to the proposed par�king layout and are being designed to provide access, for emerge!ncy
vehicles. Attachment A includes the site plan showing the proposed dire lotion, driveways and
parking, layout.
As, shown on the site plan, the abutter properties (159 Main Street & 26-28 Second Street) are
r idential units and ri
ot ot practicable or safe to design joint driveways with the abutting
esl I
properties due to the nature of the proposied mixed-use development. Any clonnectilon would
also have a major physical impact to these properties.
Safety Aniallysis
Main Street is a two-lane, northsouth, undivided minor col�lector roadway under local jurisdiction
with a 25 MPH posted speed limit and an average daily traffic ' t,ween'8,500 - 9,000 vehicles
per day. Main Street is considered as the iCowntown Corridor with sidew all s,and parallel parking
on both sides, of the road., Second' Street is a two-lanie, east-west, undivided local roadway under
local jurisdiction without a posted speed limit mainly serving the nearby residences with
connections, to Waverly Road and Main Street.
C'rash An
L.
We obtained the most recent three years (2018 to, 2022) of accident data from the Mass,DOT
�Crash Portal along in Street between Waverly Road' and Merrimack Street and alongil Water
Street from Main Street,to Mierrimack,and found that 31 accidents halve occurredin the last five
Traffic Assessment&Parking Utdization Study 1 ',November 2,022
149 Main Street M&ed-use Development Page 4 of'8
Northi And6ver, MA
Langan fro ect No.: 151028501
L
l"thin this area. Accidents included various types of crashes such as rear-end, sideswipes
years w
and angle crashes, which are blehaviors, typical, for a collector roadway. Four of the reported
accidents resulted in injuries and none resulted in a, fiatal'ilty. The majority of accidents occurred
during dry weather conditions, (77%) and, during daylight hours (80%). Table 2 provides a
sumimiary of the accident history. It should be noted that four of the rleported, accidents aloing
Main Street did not report the weather or severity of the accidents. Attachment C includes the
crash data used for this analysis.
TABLE"2
ACCIDENT'DATA SUMMARY(2018 -2022)1
ACCIDENTS SEVERITY ROAD SURFACIE TIME OF DAY
� ROADWAY AVG'. PROPERTY PERSONAL CLEAR RAIN
TOTAL PER AMAGE INJURY' FATALITY (DRY) SNOW DAY NIGHT
I 'YEAR ONLY J
Water
Street,2 1 0.2 1 0 (0%) 0 (0%) 1 (100%) 0 WWI 0 WWI 1 (100%
................
Main
Street
.. ................................
.................TOTAL 31 6.2 23 (74.2%) 41 (112.9%) 00 214 (77.4%) 3 (9.7%) (80.6%) 6 (19.4%)
I.-Source:MassDOlT Crash Data Repository,
2,.-Accidents along Water Street between Main Street and MerrImack Street,
1-Accidents along Main Streot between Waverly Road and Merrimack Street
I'llintersection S�gh,t Distancile An
We evaluated the sight distances at the proposed' site driveway on Second! Street to determine
if the available sight distlances, meet the mini , requirements established by the by the
American Association of Statel Highway and Transportation Officials (AASHTO)l as outlinied in A
Policy on Geometric Design of Highways and Streets, Th Edition (also known as the ASHTO
Green Book). As, shown in Table 3, the, intersectioln sight distances (lSDs,) provided at the
proposed driveway meet AASHTO minimurin requirements.
As previously stated, the driveway loin Main Street will operate as an ingress-only access. This is,
mainly to provide a safe access to the site and avoid vehicular conflicts wig th the intersection of
Main Street and Water, Street,., The, egress driveway to Second Street Will have proper sight
igca Attach A
distance and will not have conflic�ts with, the proposed' si nage and lands ping., ment
shows the sight triangles at the proposed egress driveway with the proposed sign age and
landsicaping.
TABLE 3
INTERSECTION SIGHT DISTANCE SUM MARY1
IF- ISD,
LOCATION DESIGN SPEED Pisan Car
Requi ed
red Provid
Second Street fit e Driveway(unsignalized)
Right Turin from Stop, 25 mph 280 ft 280 ft
Left Turn from Stop 280,f t >300
'I.-Based lon AAS,HTO Greenbook 7 Ed.
AIV5',A,/V
Traffic,Assessment&Parking Utilization Study 18 November 2022
149,Main Street Mixed-use Development Page 5 of 8
North Andover, MA
Lan2an fLo ect Nor: 151028501
..L
Parking Demand & Requirements
The proposed development is a mixed-use development that will comprise of a, three-story
building with 24, residential units and ground floor commercial space. The unit breakdown per
floor is, three (3) one bedrooms, and eight (8) two bedrooms, 12, total per f1loor, 24 u nits total in
the entire building. The ground floor will have a residential entrance (lobby), a commercial unit
and various utilities/s,lervice areas with a gross-floor-area, (GFA) of 8,8 , 1 square feet. The
commercial use will have a gross-leasable-area (GLA) of 6,700 square feet.
We'det err ined the expected parking demand for the proposed mixed-use development based
on the latest edition of the IT'S Parking Generation Manual and found that 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. Table 4 below provides the parking demand summary
based on ITT rates,. Attachment, 131 contains excerpts from the ITE Parking Generation Manual.
TABLE 4
IT E PARKING DEMAND SUMMARY
..........
P 'I - 'OtMAND
WE,E'K,PAY E'EKEND
'PAR KII NO':RATE,
Ja RAT,
R AG
LIU WE
AVIE
............ R!,
Residential 220, 40 BR 0.66 Spaces per BR 0.80 Spaces per BR 26 PS 32 PS
............. mnierciall 8?0 6,700 SF
1 95 Spaice per 1 KSF 2.91 Space per 1 KS F 13 PS 19 PS
Expected A,verage Parking Demand 39 PS 1 PS
V.-Based on GLA
The parking demand analysis shows thiat the residential units are expected to have a, maximum
average, parking demand of,32 parking spaces, while the commercil al uses are expected to have
a maximum average parking demand of 19, parking spaces. Based on IT'E time-of'-day parking
distribution, the peak utilization it the residential uses occurs between, 5:00 PM! and' 8:�00 AM
and the peak utilization of the commercial uses occurs between 10:00 AM to 7:00 PM. As such,
the peak parking utilization between, the proposed uses do not coincide,. In order to,maximize,the
use of the, proposed parking layout, the applicant is proposing to designate 12 parking spaces to
be shared between the proposed use; f rom 10:100 AM and 4:00.
Also, we determined the parking demand for the proposed development based' on the Town's
zoning bylaws and found that the development is required to provide 83 on-street parking spaces.
The development is,proposing a parking layout with 44 off-street parking spaces,and is,propos,ing
to count the 26, on-strut parking spaces located within a 200-foot radius of the site toward the
proposed commercial uses, as allowed und r section § 195-81.4 of the Town's zoning bylaws for
properties within the Downtown Overlay District for,a total of 10 parking spacies. Therefore, the
development, Is seeking a 35 percent parking reduction for the commercial -uses to meet their
parking requ,irements, asallowed under § 195-8.8 of the Town's zoning bylaws, Attachment A
includes the site plan, which provides a summary of the parking requirements.
LA/VfiA/V
Traffic Assessment&Parking Utilization Study 18 November 2022
T49 Main Street,Mixed-use Development Page 6 of 8
North Andover, MA
Langan IfLoLect,,No... 151028501
Parkling Utilization Study
The proposed development is going through a site plan application/parking reduction, special
permit process and is reque sting,a reduction of,the number of required on-�street parking spaces
d
to provide less parking hat which is required by the Town of North Andover based on Article
8, Part 1, § 195-8.8 of the Town's zoning bylaws. The pIroject will provide 44 �on-site parking
spaces (including three accessible parking spaces,), which will serve, the residential units, while
the commercial, uses are expected to use the available on-street parking spaces. We determined
that th xis it on-street parking spaces have the capacity to accommodate the expected
parking demand from the proposed commercial uses.
We collected on-street parking data along Main Street between Waverly Road and Merrimack
Street, Second Street (200-feet south of Main S reet'), School Street (200 feet south, of Main
Street), and along Water Street blet wee n Main Street and Merrimack Street The data was
q
collected for 12 hours every 30 minutes on Saturday, October 22, Tuesda'y, October 25 and
Wednesday, October 26 of 2022. Figure 2 below shows a map, of the study area, the parking
characteristics and number of spaces.
We performed a parking inventory and found that there are approximately 131 on-street parking,
spaces available in the study area. There is a mix of restricted and unrestricted parking spaces
along the corridor, but most of the parking spaces within, 200-1feet of 'the project's site are
unrestricted. It should be notedthat there are approximately nine un�marked parking spaces on
the north side of Water Street were not taken into acc unt 'because they are restricted to,
e rsi Wents only. ri
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Figure 2.
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10
Traffic Assess men t&Parking Utifizati n Study 18 November 2,022
149 Mein Street Mixed-use Oevelopment Page 7 of 8
North Andover, MA
Langan ELpLect No.: 151028501
Based on the data co'llected we found an average parking utilization rate of 32 percent and a
highest parking utili ation of 57 percent (75, parked vehicles) across all the street segments and
observation times (morning, midday and evenings), which is similar to the findings. identified in
the North Andover Down tow Improvements Masiter Plan 2021 Report. Therefore, the existing
on-surest parking spaces have the capacity to serve the expected demand from the proposed
development. 'The peak utilization of the parking spaces within a 200-foolt radius of the site is
approximately 3 percent. We note that the, peak utilization within the study area occurs, during
dismissal time at the Saint Michael Elementary School, which typically occurs for approximately
30, minutes, between 3:00 and 3:30 PIVI.
Figure 3 below shows a chart showing the parking utilization by time of day and demonstrates
that after 31:00 PM the parking utilization starts decreasing and experiencing a 30 percent average
parking utilization by 6: determined the parking utilization rate by dividing the total
number of observed parked vehicles over the study period by the total capacity of the study area.
Attachment D includes, the collected data.,
Park"Ing Utilization by Time of Day
120
100
0)
C—, )10
300 PM, 75
1 3 0 A IvI 51 0
00
60,
00
ynnaai
ca 4 0
73
00
ir
-20
0
mmmmw&,)tt)t,1(JaY '10122 10/25 4VVedneisda%/ 10/26
Figure 3. Parking Utilization by Time of Day
L
A,
TrafficAssessment&Parking Utilization Study 78 Novem�ber 202,2
Main Street fixed use Devel6pment Pale 8 of 8
North Andover, MA
Lan n r sect " _ 2 'i
Conclusion
Langan ,prepared a traffic assessment andparking utilization study for the proposed mixed-use
development at 19 Main Street in North,Andover,, Massachusetts and determ�inedthe following.
o The proposed developmentis a low-traffic generator expectedto generate no more than
1 net-raw peak h ! r trips and, is not expected too cause noticeable impacts to the
surrounding roadway network.
o The parking demand analysis based on the Ili E Parking Generation Manual shown that the
proposed development is expected have a maximium average parking demand of, 51
parking spaces.
Jo Given the various hours, of parking utilization between the proposed uses, the
development is proposing to designa parking spaces to, be shared between the
proposed uses maximize the use of the proposed parking layout.
o The parking utili'z l,i n study demonstrates that the existing ors-street parking spaces have
the capacity to accom odate the eplected parking demand from the proposed
devel pment without pl ding an undue burden on existing facilities already relying on
such spaces. Therefore, the ap; licant is seeking o count thie,26on-street parking spaces
to be counted as part of the required parking need of the commercial uses the proposed
development.
The applicant its seeking for a 35 percent parking reduction of the required Marking spaces
G for the, proposed clornmercial uses based on the gown's zoning bylaws.
Slincerely'.
n�gi n Engineering and Envilronmental Services, Inc.
h
r
"'�olanco
Prol Engineer
Y,
a
Dani 1'
Senior Project EEngineer,
IVIGP:mgp
Attachment A-Site Flan & ISD Figure
Attachment — ITE Trip Generation & Parking Generation Excerpts
Attachment C—Crash Data
Attachment D— larking Data
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Multifamily Hous"Ing (Low Rise
Not Cl�ose to Rail
Vehicle Trip rids s, Dwelling Unit
n : 'Weekday
Setting/Location: General Urba�n/Suburban
Number of Studies- 22
Avg, Num. of DwellingUnit d1 22
1
Directional Distribution- 50%enterin.%, 5 % exiting
Vehicle Trip Generation per, Dwelling Unit
Average Rake Range of bates Standard Deviation
J at , Plot and Equation
4000
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Fitted Curve a tion T .41 +75.31
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254 Trig Generation nu l 11I h, Edition Volume 31 '.
Multifamily Housing (LowmiRmIse
t (220)
Not Close to Rail Transl
Vehicle Trip,Ends vs: Dwelling Units
On a: Weekday,
Peak HOUr of Adjacent Street Tr aff I co,
One Hour Bletween 7 and 9 am.
SettinglLocation: General U rba,n/S ub,urban
Number of Studies,# 49
Avg. Num.of Dwelling Units: 249
Directional Distribution!,, 24%,ebtering, 76% exiting
Vehicle Trip eration Fair Dwelling Unit,
Average Rate Range of Rates Standard Deviation
0.40 0.13-0.73 O12
Data Plot and Equati,on
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0 1000 2000
X Nurn of Dwelling UnIts
X Study Site Fitted Curvy Average Rate,
Hitt Curve Equation:T 0.31(X)+22.85 W=0. '9
wNEW General Urban/SubUrban,and Rural(Land Uses 000-399) 255
l(('
Il
Multifamil u " Low Rise)
Not Close 'to Ra,il Transit (220)
Ve,hicle Trip Ends vs: Dwelling Units
Weekday,
Peak Hour f Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Settlinglocation: General Urban/SUburban
Number Of Sklidies- 59
is
Avg. Num. of Dwelling Units,: 2,41
63% entering, 37% exiting
Directional Distribution,
V icle Trip Generation per Dwelling Unit
A -a,ge Rate Range of Rates, Standard Deviat'1011
vei
0.51 0.018- 1,04 01.15
Data Plot and Equation
1500
o
x
-----------------
400,
x
---------- -------O�- ----------- .........
3010
W X x
c3L
X
x
............................... .................... .......
200, t
x x
x
X,
100 x
x
x
X,
10
0 1000 2000
X Number of Owelling Units
X Study Site Fitted Curve Average Rate
Fitted'Cumb Equation:T 0. 2=0.84
256 Trip Generafion ManUal 11th Editioln Volurne,3 law
NEW
Strip Retail Plaza (<40R)
(822)
Vehicle Trip Ends,vs: 1000 Sq. F't. GLA
On a: Weekday
Setting/Location: General Urban/S[UbUrban
Number of Studies- 4
Avg, 1000 Sq. Ft.. GLA: 19
Directional DistribUtion: 50%,entering, 50% exiting
...................
Vehicle rip Generation per 1000 Sq. R. GLA
Average Rate Range of Rates Standard Deviation
54.45 47.86-65.07 7'.81
Data Plot and Equation
-------------------- ------- ---------
o
2000
00
#10
40,
OR
00
w
!CL
--------------------------
10,00
of
x
............
0
0 '110 2'01 30 40,
X 1000 Sq.,H.GLA
Fitted Curve
X study Site Average Rate
Fitted Curve,Equation:T 42.20(X) 229.68 W-0.916,
Generall Urban/Suburban and RuIral(Land Uses 8010-999), 229
Strip Retail Plaza (<40k,)
(822)
Vehicle Trip Ends vs: 1000 Sq. F't. GLA
On a: Weekday,
Peak Hour of Adjacent Street,Tr`aff ic�,
One HOW Between 7 an 9 a.m.,
Setting/Locationt. General Urban/SLiburban
Number of Studies- 5
Avg, 10,010 Sq. Ft., GLA': 18
Directional Distribution- 60%entering, 40%exiting
Vehicle Trip Generation per 1000 Sq. Ft. GLA
Average Rate Range of Rates Standard Deviation
2.36 1.60-3.73 0.94
Data It and Equation
80,
oe
of
00
.............. ---------------
60
of
X
00
001,
00,
W
CL
----------------- . ........ ........
40
x
----------- ...... -----------------------
20,
0
0 10 20 30 40
X 1000 S .FL ALA
X Study Site Fitted Curve Average Rate
Fitted Curve EqUatiow,Ln(T) 0. 6 Ln(X) 1.84 R2=0.57
230 Trip Generation Manulal 11 th Edition -Volurne 5
Strip Retail Plaza (<40k)
(822)
Weekday,
Peak Hour of Adjacent Street Traff1c,
One Hour Between 4 and 6 p,.�rn.
tti L cat'ioni: General roan/Suburban
Number js� 2
Avg Sq., Ft. G , . 2
I
Directional Distribution- 5 entering, , exiting
Vehicle rip Generation per . Ft. GLA
Average Ra,te Range of RatesStud Deviation
.59 2.8 2.94
Data Plot and Equation
300
J I µ re
N x w
µ00,
.,
J x
00
w w,
X00
200
n. .00
00,' x
000
X,
KIFf a r,
x x00,
.�Y X n.
a
Of
400
00,
X X
i 1 W 0 X
OF x.
W
ry
00 x
X.
00 �" r- x
h ,fir+
.00
01
10 20 30 40,
X Study Site Fitted Curvy Average Rate
Fitted Curve,Equation: Lti(T) 0.71 n +2.72 =0.56
I`
1
General ! r n/StAbUr n and Rural (LandI Uses - 19 3
Aw
l
Table E.9 C ' Pass-By and Non-Pass-By Trigs Weekday, PM
Peak Period Land Use Code ' —Shop n Center
�.
,i
I 7777777
,
921 Wtaof.NY A.0yAug 196 4 00 N�rear. 23 4 3 77 11u9 Ra K es
1$ Assoc
1133 �raria�rd N�afk, 3r r 1 3 111 N: 13 74 34„N1N
7N reeve,11"r" June19�11 1 17� 41:-11.1111 p 33 3,4111 ta1Brri,im
160 Qreelw ANY June 1938 7 4,M-6,N 0 P nil 7'1 — 71; 6 1 m YY3 Sea; ro'rr(
550 G „NY June t988 117 4 00-6t0i p m. 4 40.763 Sear Bran
----I t
m ....� m.
'1 1�slon,FL 1937 11C1' �iw1�3m �ii �,
N kd y4l rra and
.m ..,_,....�® ry M...,.,, .,, ,.u..w _
Assoc.1
1 Ross Twp,PA jirl1~y 1 411 �i1�-'00�P M_ 34 Sir 10 — 1.500
ftftr uoh acid
m
r pN*f Dub&n
7 wwNa 1b"ai r 1"a/,9 4 r�ra. 41 �#000
Associates
.....__—.— ____......_
lie firms ,Twp,,PA Winlet 193M,91 4 11 N1.11N pin.
Pennoni
20,000
12 Boca Raton. i_ iw 1 1 11?3°"3 4 .0 p rnrw 43 7 ",
Associates
....... ____. ....._._ __._...
11 Wilow owe,NSA I ter 11� 9 41 .-,6 p rni 39 � Row N r��,
.,,,,, m mmm .m
153 eif'ovard Cnty�Ft. Wr°Iiie^r 13d'119 4 0-6 p ray_ so, so — 8ti0i
1 it aho i
Associates
'1,53 Ardien,,DE Wmi r 1 4 df1 :d _ 311 y' 1 N ua1f 1
Assoc,,Inc
$54 Wy1 esNcrovn,.PA Wmilet 19UM 4 P era 32 �29,1 Assoc Inc
164 11 41
TBow Me n
IPA wr71r191 ':11 per, 33 — ,NNN
166 Haddon fwp� NJ Wnlef 1988169 — 4 .00 p M, i u �. — 90 r� rat
0 8'rowairi Cnty.,fit, Mier 1 's 4 00, .. 55 45
2,11! ,
3 11w1 Nwmn a
Table E.,9 ('ont"d) PaSs �and Non-Pass- w T IVs W e ekday, PIM Peak Perin
Land Use Code 820—Shoppoing Center
u
PNN0 Y � T T7 _ t,
.�...w
��".W' Goon'Afl
3 ndsir 1 T �' 1 19 " -- 4 �a 4 4,� 14"
I
�24' ' Grove" "�"mint 1 �3'' 4 �` pir 3 �� 3 — 26,000 McMahon
ii
_ ...PA Assoda�ps
& s 1r1:
3�1 11a' ^ard mr 1�" 1e�133u'°
Ass,.
........... ........ .........._. .........._._.._.._
f 310 Piusbts9ilr.PA Wfolra...1 P891 4000- !GJa P..IF. 1 �.., � �1 � �'�1� � i.�s� eilertlI.,
P
dcj
1 68 1 3 is i
1dCN 111�W 1 "31 4.1 3CY .
a"e s
+*suwlmmmm
es
7610 Calgary,,Albena ..-13e 1,87 1 ,43 4.0 D p.rr 2,1 39 41 80y
Cdgary DOT
178 Mden 1+trwnn Apr,.1 89 1 p, 37,980 Raymond
Keyos Assoc.,
...... .._.....____ .......... _... mn,
14il* wJ'J JAify 1990 176 3 3-4�11 5 p rr, 3 44 4 �,,347 ei
yesmxer �.
flat a*,,1AA rieb,Ism 4;4$-5;45 p rr, 33 41 67 .,,. 48,782
ru�l
Keyes Assoc
Average Pass-By Trip Percentage:34
— mesas no,data were provided
1 190 Trip Generation Handbook,3r,d Edition
A
l�
1
i
y
Land Use: 2,20 Mu
Description,
Lour-rise multifamily housing,includes apartments, townhouises, and condominiums located within,the
saes building with at least three other dwelling units and with one or two,level's 'I rs residence.
MultifamiIly housing(mid-rise) L 21 Use 2 , rriultifam illy,housing (high-rise) I Use 22) and
affordable housing (Land Use23)are related land uses.
t dime of Day Dls,tribu,tilon for I " rking Demand
t
The following table presents a time-of-day distribution of parkingdemand 1 w � da study
r sites)and a Saturday 11 shady sites)in a general„urban/suburban setting and a weekday
(three study sites)and a Saturday(three study sites)in a dense multi-use urban setting.
Percent of Pe Parking Demand)
i
Hoar Beg4nning Weekday Saturday Weekday Satjur° a
5*00 a.m. 9 ' 100 1
6*00 am. 90 918 94 9
TOO a.m. 6 81 85
i
f .
11,00 a.m. 37 71 58 7
` 1 w ICJ ,p.m. ,.
t
r.. ,. M 0 P.m. 316 66 53 .. 68
3:00 p.m. 3 ...... 6, 5,61
56,
4-00 .mow. 45 70 53 519
6:00 p.m. 1 50
. . 77 12 61 65
10-00 P.M. 92 87 75 85
fly Housling (Lo' wR'se
Ita m�i w I
Mul't
(220)
11 71 Peak.Period Parking Demand vs: Bedrooms
Friday)
On a: Weekday(Monday I
Setting/Location: General Urban/Suburban (no nearby rail,�transit),
1 -00 pm00 am.
Peak Period of Park ing Demand:" 11. . . 6- .
J.
Nwiiber of Studies: 45
Avg. NUM, of Bedrooms: 215
Peak Period Parking Demand per Bedroom
Average Rate Range of Rates 33rd 85th Percentile 95%Confidence Standard Deviation
Interval (Goeff.of Variation)
............J.
Data Plot and Equation
500
X
x
x
4 00
.rz 30,10 1 1 X/'
x
x 00
x
x 01
00 x
CL x 00
200
Ix
�x
x
X"
x x
1 100
x
X xx
x
200 400, 6010 8010
X Number of Bedroonis
X Study Site Fitted Ctirwe Average Rate
Fitted Curve Equation:Ln,(P) 0.,95 L,n,(X),-0.119 RIB 0.93
IJ,
l,
J
Multifamily Housing (Lowmffilse)
(220)
Peak Period Parking Demand s. Bedrooms
J
I n a: Saturday
Setfin + c i : General r n Subur n nearby rail transit)
Peak Period of Parking Demand.
Numbe,r of Studies.,
Avg. N r . edr s: 35
Peak Period Parking Demand per Bedroom
Average Rate Ran of Rates rd 8501 Percentil 95%Confidence Standard Deviation
Data Plot,and, Equation
Ceti —Beall sample size
0
1
oe
r .
x
400
I i n
�f
''
11
1
2010
100
n�
200 4
X Number of Bedrooms
X Study Site Fitted CtirvileAverage Rate
Fitted Curve Equation.1 Ln 0.91 Ln(X)+0.31 Rl=0.97
4
Land Use: 820 Shopping Center
Description
A shopping center is an integrated group of commercial establishments that is planned,developed,
owned, and managed as a unit.A.shopping center"s composition is related to,its market are,ain
terms of size, location,, and type of More.A shopping center also provides on-site parking facilities
sufficient to serve its own parking demands.
Time of Day Distribution for Parking Demand
The following table presents a,time-of-day distribution of parking,demand during,the month of
Decem ber on a weekday(seven study sites),a Friday,(eight,study antes), and a Saturday(19
study sites).
Percent of Peak Parking Demand during December
K=M
......................
12:00-4:00 am.
5*00 a.m.
a.m.
TOO a.m.
8:00 a.m.
9:0,0 am.
10:00 a.m,, 74
11-00 a.m. 87 85
12:00 p.m. 77 97 97
11-00 P.M. 100 100 98
2,00 P.m. 98 92 100
3:00 p.m. 90 85 917'
4:00 p.m. 76 84 88
5:00 P.M. 82" 78 77
6.-00 pm. 89 75 64
7:00 p.m., 90 63 —
8,00 p.m. 84
9:00 P.M.
101-00 p.M.
111-001 P.M.
IIJ
f
' The following table presents a time-of-day distri tion of parkingdemand during a non-December
month weekday study sites),a Friday(seven study sites),and a Saturday 3 study sites)
Plierceint of Non-December
2: �
5: ,a.m .
61-00 a.m,, ..
f
y
10 0, 10 a.m. 54 67 6
1 1 wry„ '1 180 85
12:00 p.m. 99 100
1 P.M. 100 9
2� 0 p.m. 90 9
f
3:00 p.m. 83 78 92
.0 p.m. 1 86
5:00, .m.
. .
" � i.m 6
p.m. 63
9"'00 P.M. 42 J51
1P.M. 15 38
11-00 P.M.
Additional Data
i
The parking demand database includes data from strip, neighborhood,community, town center,and
regional shopping centers. Some of the centers contain,non-merichandising facilities, such as office
buildings, movie theaters, restaurants, post offices, beaks" health clubs, and recreational facilities.
Many shoppingcenters, in addition to the integrated t wait of shops in,one it iinu r enclosed
around a,mall, include outparcels(peripheral buildings or pads located on the perimeter of the cementer
t
adjacent to the streets and major access points).These buildings are typically drive-in banks, retail
stores,restaurants,or small offices.Although the data herein do not indicate i of the centers
studiedincluded peripheral,buildings,it can be assumed that some of the data,show their e ffect.
I
I°
Shopping
(820)
Peak Period Parking Derniands 1000 Sq. . GLA
Weekday (Monday burs
Setting/Location: General Urban/Suburba
t
Peak Period f Parking Demand* �� .m.
m of Studies,. 46
Peak Period Parking Demand per 1000 Sq.. Ft'. GLA
Average Rate Range of Rates 33rd 85thPercentile 95%Confidence Standard Deviation
Interval (Coeff.of Variation)
Ij
Data Plot and Equation
5000
x
4000
3000,
C
i
i
1000
x
i
1
10010 0 , 3000 4000
X:=11000 Sq.Ft.GLA
X Study Site Fitted Carve -- Average Rate
Flitted Curve Equation,.P 1. 91( 100.32 ,2 . 7'
h
11
o on Center m onmecember
1
(820)
Peak Period Parking Demand vs: 1000 Sq. Ft. GLA
On a: Friday
Settinglocation: General Urban/Suburban
- pm
Peak Period of Pa De .00 . .rking mand: 12:00-6
NUmber of Studies: 37
Avg., 1000 Sq., Ft. GSA; 174
Peak Period Parking Demand per 1000 Sq. Ft. GLA
Average Rate Range,of Rates 33rd 85th Percentile 95%Confidence Standard Deviation
Interval (Coeff.of Variation)
2.61 1.34-5.25 2-37 3,78 2.39-2.83 0.67(26%)
Data Plot and Equation
4000
3000
100
E 00
x
cL 2000
It
x
x
�x
x
x
0'
1000 2000
X 10,100 Sq,Ft.GLA
..........— Fitted Curve X Study Site Average Rate
Fitt u ry e E tj a How.P 2.67(X)-11 A 9 RI=0.96
Ago&
Is"'hopinping center NonsaDecember
yy
(820)1
Peak Perfod Parking Demand vs: 1000 Sq. Ft.GLA
On a: Saturday
Setting/Location: General Urban/Suburban
Peak Period of Parking,Demand:, 11,00 a.m. -5-00,p.m.
NWrnlber of Studies: 58
Avg. 1000,Sq. Ft, GLA: 313
Peak Period Parking Demand per 1000 Sq. Ft. GLA
Average Rate Range of Rates 33rd 85,th Percentile 95%,Confic'en ce Standard',Deviation
Interval (Coeff.of Variation)
2.91 1 15-4.7'2 2.27'/3.74 2.72-3.10 0,74('25%
Data Plot and Equation
20000
x X,
CL 100010
11 00
CL
x
0
101 10010 2000 3000 400O 5000
X=1000 Sqj.Ft.GLA
Fitted Curve Average Rate
X Study Site
Fitted'Curve Equation:P 2,.78(X) 39.26 Rl'-0.95
9
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Attachment
Parking D-stla
t
J
i
i
i
�F
L A MA Al
1
PARKING OBSERVATION
LOCATION:NORTH ANDOVE ,MA DATE. ID/25/2022
TUESDAY
Klein Street from Waverly Road to Merl mck Street
Water Street from Main Street to School Street 200 feet south of Main 2nd Street 20D fee south of Male TOTAL
TIME EAST WEST lrlmack Street Street Street PARKING
SPACES
HR Parking 20 MIN Parking No Restriction 3 HR Parking No Restriction NORTH SOUTR W UTILIZATION
R siden ni (2 HR Parkine (No Restriction) (No Restriction) (No R tr ct n) (No Rest rict n
TOTAL 14 Marked Spaces 13 Marked Space
15 Unmarked 5 Unmarked 9 Unmarked 5 unmarked
PARKING 13 Marked Spaces 4 Marked Spaces 19 Unmarked 11 Larked Spaces IS Unmarked 9 Unmaked Spaces 12 Marked Spaces 131
SPACES Spaces
Spaces Spaces Spate spaces
8:00 AM 3 0 6 2 10 1
AM 4 0 6 2 3 1 0 6 0 2 1 24 1&
1 4 6 12
1 0 3 0 3 4 39 29.8%
11 00 AM 1+ 8 9 1 0 6 0 4 5
_ 52 39.7%
r 9
11: 0 AM 7 8 9 1 0 6 0 4 S 49 37.4%
1 1 9 7 12 1 0755
100 PM 9 1 9 5 1 0 1 9 .7_
1 M 1 0 11 1 1 97ff
2: 0 PM 11 0 19 9 is 1 0 9 0
_ 1. %
--------------
330 PM 7 3 10 8 is 4 0 6 0 1 1 91 9%
4-00 PAC S 1 7 5 19 1 6 0 0 1 44 313.6%
4 PIS 7 0 a 5 14 2 0 2 0 2 0 3.3 29a0%
9 PM 7 0 6 a 7 1 0 1 0 1 0 30 22.9%
Ply 6 1 3 5 7 1 0 1 0 3 0 26 19r. %
Ply 3 0 4 3 13 3 0 1 0 3 0 27 20. '
WPM7:OOPM
2 0 7 9 i 1 19112 0 4 3 8 2 013
0 21 1 ,
------------ ..........— ----—--------—1
r1A
MRKING OBSERVATION
LOCATION:NORTH ANDOVER,MA DATE: 10/26/2022
WEDNESDAY
4
I I Man Street from Waverly RadtMrune kStre
I Water Street
from Main Street School Street 200 feet south of Main 2nd Street 200 feet south of Main TOTAL
TIME EAST WEST to Me rim ack Street Street
PARKING
Street SPACES %
3 HP Parking 20 MtN Parking No Restriction 3 HR Parking No Restriction SOUTH WEST EAST WEST EAST LITIL17-ATION
(2 HR Parking) (No Restriction) (No Restriction) (No Restriction) (No Restriction)
TOTAL 14 Marked Spaces 13 Marked Spaces 15 Unmarked 5 Unmarked 5 Unmarked 5 Unmarked
PARKING 13 Mar kedSpaces 4 Marked Spaces 19 Unmarked 11 Marked Spaces 15 Unmarked Spaces 12 Marked Spaces Spaces Spaces Spaces 131
SPACES Spaces Spaces
8:00 AM 1 1 4 0 2 3 3 2 29 22.1%
8:30 AM 8 1 9 5 5 0 2
2 2 2 36 27.5%
9:00 AM 6 4 4 4 11 0 -1 1 3 38 29.0%
9-30 AIM, 6 3 7 7 10 0 1 1 3 41 31.3%
10:00 AM 7 4 7 7 12 0 3 3 4 4 51 38.9%
10-30 AM 11 4 5 7 14 0 4 -2 4 4 55 42.0%
11-00 AM 13 4 4 8
14 0 8 2 1 4 58 44.3%
11-30 AM 13 4 4 9 16 0 5 2 3 5 6i 46.6%
12:00 PM 13 3 9 8 17 0 5 2 5 4 66 50.4%
12:30 PM 10 4 6 6 is 0 5 2 4 5 57 43.5%
I..00 PM 12 4 8 16 0 8 4 3 5 69 52.7%
1.30 PM 11 4 6 8— 15 0 7 3 5 4 63 48.1%
2-00 PM 10 2 8 10 14 0 6 2 4 61 46.6%
2:30 PM 11 3 10 10 15 0 7 2 5 3 66 50.4%
3-100 PM 10 3 16 10 23 0 3 4 4 2 75 57.3%
3:30 PIA 12 2 5 10 12
- 0 5 2 3 -2 53 40.5%
4-00 PM
3 6 9 11 0 2 2 3 1 48 36.6%
4-30 PM 11 3 3 10 is 1 6 2 3 0 S4 41.2%
51-00 PM 11 2 3
9 7 2 5 2 2 1 44 33.6%
5.30 PM 11 3 1 -7 9 0 2 2 2 1 38 29.0%
6-00 PM 10 3
7 7 0 2
3 4 0 37 28.2%
6-90 PM 8 2 2 7
5 0 2 2 3 0 31 23.7%
6
6 66
7
3 1
5
53
E4
'00 PM 3
4-30 PM S4
7-00 PM 3 4 10 6 5 0 2 1 3 0 34 26.0%
7:30 PM 2 4 9 1 4 7 0 1 2 3 0 32 24.4%
8.00 PIA 1 6 0 1
1 2 4 0 2-9 22.1%
PIN G OBSERVATION
LOCATION:NORTH ANDOVER,MA DATE-' 10/22/2022
SATURDAY
2 3 4
Main Street from Waverly Road to Me rimack Street Water Street
from Main Street TOTAL
TIME EAST WEST to Merimack Schoo I Street 200 feet south of Ma i n 2nd Street 200 feet south of Main PARKING
Street Street Street SPACES
SOWH WEST EAST wM CAST
3 HR Parking 20 MIN Parking No Restriction 3 HR Parking No Restriction (2 HR Parking) (No Restriction) (No Restriction) (No Restriction) (No Restriction) UTILIZATION
TOTAL 14 Marked Spaces 13 Marked Spaces 15 Unmarked 5 Unmarked S Unmarked S Unmarked
PARKING 13 Marked Spaces 4 Marked Spaces 19 Unmarked 11 Marked Spaces 15 Unmarked Spaces 12 Marked Spaces Spaces Spaces Spaces 131
SPACES Spaces Spaces
8-00 AM 7 1 7 4 8 0 4 5 0
2 88 29.0%
8,30 AM 7 1 4 6 9 1 4 3 0 2 37 29.2%
9-00 AM 11 2 2 7 1 4 3 0 3 48 36.6%
9-30 AM 9 1 9 3 10 1 6 4 1 3 47 35.Wo
10-00 AM 8 1 12 8 1
2 2 3 48 36.6%
10: 0 AM 11 1 9 12 1 8 2 2 3 57 43.5%
11-00 AM 10 1 7 12 3
3 2 3 so 38.2%
11:30 AM —9 1 8 9 '13 5 3 2 4 55 42.0%
12:00 PM 8 0 12 11 9 8 2 2 4 57 43.5%
12-30 PM 10 1 9 8 9 1 3 2 2 3 48 36.6%
1.00 PM 7 2 12 6. 7 1 6 5 1 4 51 38.9%
1:30 PM 4 1 11 5 11 0 5 4 1 2 44 33.6%
2-00 PM 6 0 12 7 9 0 4 3 0 2 43 2:30 PM 10 0 13 7 8 A n
0 4 0 #-
- 1 37.4%
3000 PM 7 0 12 5 5
0 3 3 0 1 36 27.5%
3-30 PM 4 0 11 3 5 0 3 3 1 30 22.9%
4:00 PM 2 0 7 1 9 1 2 2 0 1 25 19.1%
420 PM -2 1 10 2 6 1 2 3 0 0 27 20�6%
5.00 PM 0 1 3 3 7 0 2 3 1 0 20 15.3%
530 PM 0 0 3 5 0 3 3 1 0 18 13.7%
6:00 PM 0 2 3 4 0
3 2 1 0 16 12.2%
6:30 PM 4 0 3 4 3 0 3 2
1 0 20 15.3%
2 ElY,
7.00 PM 2 0 2 1 4 0 3 2 0 0 14 10.7%
7,30 PM 0 0 -3 2 4 0 3 2 0 0— 14 10.7%
U.00 PM 0 0 2 2 3 0 3 3 0 0 13 9.9%