HomeMy Public PortalAboutTraffic MemoTo: Mouhab Rizkallah
From: David Black C.E.
Senior Project Manager
2
Date: July 9, 2019
Project #: 14644.00
Re: Traffic and Transportation Analysis
Proposed Residential Development
101 — 1013 Morse Street, Watertown, MA
Memorandum
On behalf of the Proponent, Mouhab Rizkallah, VHB has performed a transportation and functional analysis of the
proposed redevelopment of 101 — 103 Morse Street in Watertown, MA for residential use (the Project). The Project is
the subject of a Special Permit Finding application to the Town of Watertown, which is required to determine if the
project is "significantly more detrimental" than the current nonconforming uses. The existing buildings on the
parcels contain approximately 37,000 SF of various commercial/ office uses supported by an adjacent surface
parking lot. The redevelopment will create 37 residential units supported by the existing surface parking. The
analysis confirms that the change of use to 37 residential units (in terms of traffic and parking) is less detrimental
than the current uses.
Existing Project Site
The Project site is located on the north side of Morse Street just west of, but not abutting, Union Street. Morse
Street is a two-way residential street connecting Watertown Street (Route 16) to the northwest with Galen Street to
the east. All land uses on Morse Street are residential, with the exception of the commercial uses on the Project site
itself and recreational/open space nearby at Boyd Park. The Project site also abuts Casey Park at its rear. There is a
single curb -cut on the site frontage between the 101 and 103 building structures, but this access point is used for
pedestrian access only. All vehicle and service access is accommodated via the curb -cut serving the abutting parking
lot which provides loading access for the 101-103 Morse Street buildings along with 55 parking spaces. There is an
easement at the rear of the parking lot preserving Public use of 15 parking spaces between the hours of 6 PM and 7
AM and during Snow Emergencies (which are included in the 55 available spaces). Therefore, there are 40 unshared
spaces, and 15 shared spaces at the site.
The existing and proposed site plans for the Project are included in Attachment A.
Zoning Analysis - Vehicular Parking
The Proponent's analysis of zoning requirements for vehicle parking is included in Attachment B. As
shown, the parking requirements are satisfied as follows:
1. Under Multifamily Development Standards (6.01f), the required 49 spaces are reduced to 37 (40
spaces plus 1 shadow space are provided).
2. The current use requires 96 spaces and the proposed use requires 49 (or 37) spaces. Therefore,
no zoning relief is required.
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99 High Street
10th Floor
Boston, MA 02110-2354
P 617.728.7777
Ref: 14644.00
Mouhab Rizkallah
Page 2
3. Pursuant to 6.01j, the proposed Project does not require parking due to no increase greater than
40% in parking requirement from current use.
While the Zoning Analysis redundantly demonstrates that the proponent does not require relief for parking, the
Proponent requested that VHB perform additional analysis to demonstrate that the project's transportation (Trip
Generation and Vehicular Parking) needs are less detrimental than the existing use.
Project Trip Generation Analysis
VHB understands that the current/latest uses on the Project site comprise approximately 37,000 SF,
including, approximately 18,500 SF Educational use approximately 13,350 SF Office use, approximately
2,850 SF Fitness and 2,300 SF Catering use. With the proposed Project, these uses would be extinguished
and replaced by 37 residential rental apartments. VHB performed a trip generation analysis of the
existing and proposed land uses based on the Institution of Civil Engineers (ITE) Trip Generation Manual
(10th Editions). The analysis yields estimates of daily (24 -hour) and weekday peak hour (AM and PM) trips
for each land use, which are then adjusted based on mode share data (auto, transit, bike and walk) from
the US Census National Household Travel Survey data for the Census Tract in which the Project is located
as well as local average vehicle occupancy (AVO), the number of people in autos.
The analysis is included in Attachment C, and the vehicle trip generation is summarized in Table 1.
Table 1: Vehicle Trip Generation Comparison
Land Use
Square Feet/
Number of Units
ITE Land
Use Code
Vehicle Trips
Daily
(24 -hour)
Weekday Peak Hour
AM Peak
PM Peak
Existing Site
Commercial/Office
13,750 710 98 12
18500 540 273 28
2,845 492 72 3
2,300 110 8 1
12
25
7
1
Educational
Fitness/Health Club
Catering
Total Existing Site
37,000 SF
-
457
44
45
Proposed Project
Residential
37
220
197
13
15
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As shown, the current uses on the site are estimated to generate approximately 457 daily vehicle trips, of
which 44 occur during the weekday morning peak hour and 45 occur during the weekday evening peak
hour. By comparison, the proposed Project is expected to generate approximately 197 daily vehicle trips,
of which 13 would occur during the weekday morning peak hour and 15 occur during the weekday
evening peak hour.
As expected, the trip generation analysis demonstrates that the proposed Project is expected to generate
substantially fewer trips than the current uses on the site. Daily vehicle trips are projected to decrease by
approximately 230 percent from 457 to 197 trips and weekday peak hour vehicle trips are projected to
decrease by approximately 340 percent from 44 to 13 trips during the morning peak hour by
approximately 300 percent from 45 to 15 trips during the evening peak hour. As a result, the proposed
Project is expected to reflect a significant net reduction in vehicle trips over the course of the entire day,
including weekday peak periods, with associated benefit to neighborhood streets.
Based on this analysis, VHB concludes that the trip generation of the Project is significantly less
detrimental than the existing uses.
Public Transportation Analysis
The project site is within an approximately 3 -minute walk to Watertown Yard (where multiple MBTA local
and express bus routes are available), a 5 -minute walk to Watertown Square (where several MBTA local
bus routes are available) and a 10 -minute walk to Newton Corner (where multiple MBTA local and
express bus routes are also available). The bus routes and their weekday peak hour headways (scheduled
minutes between each bus) are presented in Table 2.
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Table 2: MBTA Bus Service
Route
No.
Service
Nearest Stop
Weekday Peak
Hour Headway
(Minutes)
52
Dedham Mall — Watertown Yard
Watertown Yard/Galen Street
30
57
Watertown Yard — Kenmore
Watertown Yard/Galen Street
11
59
Needham Junction Sta. — Watertown Square
Watertown Street/Watertown Square
35
70
Waltham — Central Square
Watertown Square
16
70A
North Waltham — Central Square
Watertown Square
30
71
Waltham Square — Harvard Station
Watertown Square
8
501
Brighton Center — Downtown
Newton Corner
7
502
Waltham Yard — Copley Square
Watertown Yard/Galen Street
9
503
Brighton Square — Copley Square
Newton Corner
20
504
Watertown Yard — Downtown
Watertown Yard/Galen Street
10
553
Roberts — Downtown
Newton Corner
60
554
Waverley Square Station - Downtown
Newton Corner
60
556
Waltham Highlands — Downtown
Newton Corner
30
558
Riverside Station — Downtown
Newton Corner
65
Source: MBTA
Based on the proximity of the Project to public transportation, VHB concludes that the use of public
transportation on the site will be significant, consistent with US Census data for the area.
Vehicle Parking Analysis
As noted previously, the existing parking lot provides 55 parking spaces (including 2 accessible HP
spaces), of which 15 spaces are available for public use between 6 PM and 7 AM and during snow
emergencies. As part of the Project, improvements to the parking lot will be made to enhance circulation
and pedestrian access and add an additional accessible (HP) parking space. As requested by the Town,
the 15 -space easement area will be reconfigured to include 1 HP space and 13 standard parking spaces
for a total of 14 easement spaces. The existing and proposed parking counts are summarized in Table 3.
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Table 3: Vehicle Parking
Parking Space Allocation
Existing
Proposed Project
Non -Easement Parking
Standard Spaces
37
38*
HP Spaces
2
2
Sub -Total
40
40*
Easement Parking
Standard Spaces
15
13
HP Spaces
0
1
Sub -Total
15
14
All Parking
Standard Spaces
50
51*
HP Spaces
2
3
TOTAL
55
54*
* Note: There is an additional "Shadow" Space Available, bringing the grand total to 55 parking spaces.
As shown, the parking analysis demonstrates that 40 spaces (not including the shadow space) are
available for 37 residential units, yielding a ratio of 1.08 spaces per unit. This ratio is consistent with the
excellent transit accessibility enjoyed by the Project site and is appropriate for the proposed use
compared to the more demanding parking needs of the previous use on the site.
Bicycle Accommodations
The Project site benefits from its proximity to the Charles River Greenway and its connections with the
Watertown Riverfront Park and Braille Trail, making biking an attractive mode of transportation for
residents. A total of 41 bicycle parking spaces will be provided on site, including 18 indoor spaces and 23
outdoor spaces. The indoor bike room will be accessed through the street level main lobby with a
maximum of one internal door, and from the lower level/parking lot via an elevator.
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Transportation Demand Management (TDM)
To improve mobility options and reduce vehicle trip generation by the Project, the Proponent will
implement a program of Transportation Demand Management (TDM) strategies. The TDM plan will
include the following:
1. Parking spaces will be rented separately from residential units to ensure that residents are aware
that it is an additional cost of car ownership and to encourage non -car owners to lease
apartments.
2. New adult residents will be provided with $50 MBTA Charlie Card as an incentive to become
familiar with public transportation.
3. Subject to approval, make available 1 carshare parking space for a vehicle -sharing company such
as Zipcar (for the benefit of the community).
4. New residents will be provided with a Welcome package which will include information on public
transit services in the area, including MBTA schedules and routes.
5. Install Way -finding signage in lobby areas to promote public transportation, biking, and walking
(which will include information on bus stops, bicycle accommodations, trails and pathways in the
area).
6. A member of staff in the management office will coordinate information on residents interested
in commuter car-pooling with other residents.
Conclusion
Based on the above Transportation, Traffic Generation and Parking analysis, VHB concludes that the
conversion of 101-103 Morse Street to 37 residential units will be less detrimental from a transportation
perspective than the current uses.
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Page 6 of 6
irr
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CHR ISTOP HER & NICOLE HIGG INS
46831/492
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DR/LL HOLE SET
REFERENCES
MIDDLESEX COUNTY REGISTRY OF DEEDS
DEED BOOK 66871 PAGE 447 (LOCUS DEED)
PLAN BOOK 17B PLAN 64
PLAN BOOK 259 PLAN 34
PLAN 205 OF 1945
PLAN 858 OF 1946
PLAN 74 OF 1950
PLAN 910 OF 1982
5
9y
cONCRETE
CURB
BITUMINO US
CONCRETE
6,
O
RON P/N SET
ENURE LOT IS INCLUDED N AREA OF
ACID/TI & USE LIMITATION
30.590± 57.
AREA
30.590± S. F.
(REC=31,219± S.F.)
CONCRETE
CU RB
BITUMINOUS
CON CRE TE
C ON CRETE
8.
0
0
GRA NITE CURB
N/F
L/A M & KELL/E CONNELL Y
49129 /505
N/F
TRUSTEE OF UNION STREET REALTY T RU ST
14854/58 3
N
(1 GRAN/1E CURB
MORSE STREET
ATTACHMENT A-1
EXISTING SITE PLAN
1 HEREBY CERTIFY THAT:
1) THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH
THE RULES AND REGULATIONS OF THE REGISTERS OF
DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS.
2) THIS PLAN SHOWS THE PROPERTY UNES THAT ARE
THE UNES DIVIDING EXISTING OWNERSHIPS, AND THE
UNES OF STREETS AND WAYS ARE THOSE OF PUBUC
OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED
AND THAT NO NEW ONES FOR DIVISION OF EXISTING
OWNERSHIP OR FOR NEW WAYS ARE
DATE
CUFF OB6 E. ROBER, PLS NO . 33189
N/F
CONSTAN CE KAR P/N SK7 & PA7RICK MERT EN S
•�`�'„� 1481 6/2 86
CUR
0
N/ F
WATE RTOW N HOUSING AUTHO R/TY
OWNER: MORSE STREET, LLC
DEED BOOK 32332 PAGE 124
EXISTING SITE PLAN
IN
WATERTOWN, MA
(MIDDLESEX COUNTY)
SCALE: 1"= 20' DATE: SEPTEMBER 1, 2016
0 20 40 60 80 ft
ROBER SURVEY
1072A MASSACHUSETTS AVENUE
ARLINGTON, MA 02476
(781) 648-5533
91 OAUL1.DWG
ATTACHMENT A-2
PROPOSED SITE PLAN
THIS SPACE
FO R
PUUSUU CCNNNNUSEE TIM
UNN NNa
CM ENO ENCIPS
DALBY RESIDENT USE
auLeIMMIRn1RNe
PRECIS ON TOWING
617434)(400 C4
WNXMMM
14
2
\13-
\\0\...\,... \\.\":\\\. \\\\\
PARKING EASEMENT -14
(Signage Identifyin g Hours of use)
PROPOSED SITE PLAN
40 C AR PARKING -(1 SHADOW SPAC E)
41 BIKE PARKING - (23 Outdoor/ 18 Indoor)
lrEr
BER ACE0 N 0000
8
0
2
I
YELLOW
SP ACES FOR
PUBLIC USE
(I4PARKN O SPACES
AT END OF LOT
ONLY)
DF VALENTE
ARCHITECT 8 PL ANNER
571 MAIN STREET
MEDFORD MA 02155
781-385 .0120
dfvolento ®c omco0n et
OWNER
IA COURT AFFORDABLE
TRUST LLC
c/ o Mouhab Rizkolloh
30 College Ave
Somerville MA 02144
DALBY MILL
RESIDENCES
101-103 Morse Street
Watertown MA 02472
PROPOSED
SITE PLAN
omtt&o . DRAW N. 0e0NE0
804.e:
n S..E Gr No .r. &NET -A w eei
SITE
PLAN
VEHICULAR AND BIKE PARKING - 101-103 MORSE STREET
PARKING ANALYSIS Based on CONCLUSIONS 1-3, No additional vehicle parking is required.
41 Vehicle Spaces for 37 Units
41 additional Bike Parking further supp orts project
14 Additional Easement Spaces
Nu mber of Dwelling Units (37)
Required Parking/Unit
Required Pa rking /Unit Type 2. 25 10
Multifamily Zone Requ ired Parking (6. olf - 25V Reduction)
ATTACHMENT B
P ARKING ZONING ANALYSIS
CONCLUSION 1: COMPLIES VIA "NEW CONSTRUCTION " ST ANDARD
VEHICLES
Standard Parking Req uirements - New C onstruction
STUDIOS
1 BEDS
2 BEDS
3 BEDS
REQUIRED
PROPOSED
3
10
22
1.5
2
0.75
1
2
33
4
49 .25
36.94
41+14=55 _ (40 Actual/1 Sh adow Space=41 / Easement Spaces=14)
CONCLUSIO N 1 Under Multifamily Development Standards (6 .01f) , the r equired 49.25 parking spaces is reduced to 37 (and 41 are pro vided)
CONCLUSION 2 The Current Use requires 96 Parking spaces, and the prop osed use requires 49.25 (or 37) parking spaces. Ther efore, no zoning relief is required.
CONCLUSION 3 Pursuant to 6.01j, this de velopme nt has no requirement for parking, due to no increase >40% in parking requirem ent from current use.
CONCLUSION 2: COMPLIES VIA GRA NDFATHERING
Total Grandfathered Parking (18000/350 + 18000/450)- Per Staff Report
Total Existing Parking
Gra ndfathered Relief For Site (Gre ater than required Parking of 49. 25)
Therefore, Project does not need added parkin g u ntil
New Non -Conforming Use requires > 96 Spaces
40
56
CONCLUSION 3: COMPLIES VIA 6.01j - NOT > 40% INCREASE
Se ction 6. 01j — No structure constructed, or use instituted, prior to 1988 shall be required to meet the off-stre et parking req uirem ents
per §6. 01(b) unless the re is a su bstan tia l chan ge in the structure or in the use of the structure or Iand.For purpose of this section,
"change" mea ns any enlargement, conversion or alteration in structure or use.
A "substantial change" means more than a fo rty percent (40%) difference between (a) and (b) as fo llow s: (a) the number of parking
spaces require d under the current Zoning for the structure or use, as it e xiste d in 1988, and (b) the number of parking spaces requir ed
under the current Zoning for the propo sed structure or use. [Substantial change: b - a = c, if c/a > .40 (40%)]
1. If the change is not a substantial change, no additio na l off-street parking is required.
2. If the change is a substantial change , the use must comply with the net increase in parking demand of the entire structure or use.
BIKES
ADDED
INDOOR 18
OUTD OOR 23
TOTAL 41
COMPLIES
COMPLIES
COMPLIES
101 - 103 Mor se Stre et, Trip Generation Comparison
Existing Us es and Propos ed R esid ential D evelopment
ATT ACHMENT C
TRIP GENER ATION ANALYSIS
PROP OSED V ehi de L opl
Proposed Size Trip Rate Unadjusted VOR Person trips Transit Walk/Bike Share Oth er VOR Tr ansit W alk/Bike Vehide Other
Vehide Trips
Daily He alth/Fitness Club Estimated 98 116 19 7 72 5
In 2.85 ksf Estimated 49 1 .18 58 16% 6% 73% 5% 1.18 9 4 36 3
Out Estimated 49 1.18 58 16% 6% 73 % 5% 1 .18 9 4 36 3
Daily Junio r/Co mmunity College 20.25 375 442 72 28 273 21
In 18. 5 ksf 10.13 187 1.18 221 16% 6% 73 % 5% 1 .18 36 14 137 10
Out 10.13 187 1 .18 221 16 % 6% 73% 5% 1.18 36 14 137 10
Daily General Light Industrial 4 .96 11 13 2 1 8 1
In 2.3 ksf 2,48 6 1 .18 7 16 % 6% 73% 5% 1,18 1 0 4 0
Out 2.48 6 1.18 7 16% 6% 73 % 5% 1.18 1 0 4 0
Daily General Office Building 9.74 134 158 26 10 98 7
In 13.75 ksf 4.87 67 1.18 79 16 % 6% 73% 5% 1 .18 13 5 49 4
Out 4. 87 67 1.18 79 16% 6% 73% 5% 1.18 13 5 49 4
Daily Residential 7.32 271 320 52 20 197 15
In 37 units 3.66 135 1.18 160 16 % 6% 73 % 5% 1.18 26 10 99 8
Out 3. 66 135 1.18 160 16% 6% 73% 5% 1.18 26 10 99 8
Total EXISTING Daily 618 729 120 46 451 34
In 309 365 60 23 225 17
O ut 309 365 60 23 225 17
AM Health/Fitness Club 1. 31 4 4 1 0 3 0
In 3 ksf 0.67 2 1.18 2 16% 6% 73% 5% 1.18 0 0 1 0
Out 0.64 2 1. 18 2 16% 6% 73 % 5% 1.18 0 0 1 0
AM Junior/Co mmunity Co llege 2.07 38 45 7 3 28 2
In 18.5 ksf 1.59 29 1.18 35 16% 6% 73 % 5% 1.18 6 2 21 2
Out 0.48 9 1.18 10 16% 6% 73 % 5% 1.18 2 1 6 0
AM General Light Industrial 0. 70 2 2 0 0 1 0
In 2.3 ksf 0.62 1 1.18 2 16% 6% 73% 5% 1.18 0 0 1 0
Out 0.08 0 1.18 0 16% 6% 73 % 5% 1.18 0 0 0
AM General Office Building 1.16 16 19 3 1 12
In 13. 75 ksf 1.00 14 1. 18 16 16% 6% 73% 5% 1.18 3 1 10 1
Out 0.16 2 1.18 3 16% 6% 73% 5% 1 .18 0 0 2 0
AM Residential 0. 46 17 20 3 1 12 1
In 37 units 0.11 4 1.18 5 16% 6% 73% 5% 1.18 1 0 3 0
Out 0.35 13 1.18 15 16% 6% 73% 5% 1.18 3 1 10 1
Total EXISTING AM Peak Ho ur
In
Ou t
PM Health/Fitness Club' 3.45 10 12 2 1 7 1
In 3 ksf 1. 97 6 1.18 7 16% 6% 73% 5% 1.18 1 0 4 0
Out 1.48 4 1.18 5 16% 6% 73% 5% 1.18 1 0 3 0
PM Junior/Community Co llege 1.86 34 41 7 3 25 2
In 19 ksf 0.93 17 1. 18 -20 16% 6% 73% 5% 1.18 3 1 13 1
Out 0.93 17 1.18 20 16% 6% 73% 5% 1.18 3 1 13 1
PM General Light Industrial 0.63 1 2 0 0 1 0
In 23 ksf 0. 08 0 1.18 0 16% 6% 73% 5% 1. 18 0 0 0 0
O ut 0.55 1 1. 18 1 16% 6% 73% 5% 1. 18 0 0 1 0
PM General Office Building 1. 15 16 19 3 1 12 1
In 13.75 ksf 0.18 3 1. 18 3 16% 6% 73% 5% 1. 18 0 0 2 0
Out 0.97 13 1.18 16 16% 6% 73% 5% 1. 18 3 1 10 1
PM Residential 0.56 21 24 4 2 15 1
In 37 units 0.35 13 1, 18 15 16% 6% 73% 5% 1.18 3 1 10 1
Out 0,21 8 1.18 9 16% 6% 73% 5% 1.18 1 1 6 0
To tal EXISTIN G PM Peak Hou r 61 73 12 5 45 3
In 26 30 5 2 19 1
O ut 36 42 7 3 26 2
60 70 12 4 43 3
47 55 9 3 34 3
13 15 3 1 10 1