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PLANNING DEPARTMENT
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S ecial Permit MODIFICATION Plan Review & Par ing A plication
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Please type or print clearly.
1. Petitioner: Hillwood Ent rises L.P.
Petitioner's Address: 5050 W.Tilghman Street, Suite 435.Allentown, PA 181041
Telephone number: 84 . 6.6 c/o Mac lltse VP-Develo rr�er t
.owners of the Land: 1666 Osgood Street, LLC
Address: 1600 Osgood Street north Andover, MA 01845
Number of years of ownership: 17 Years
.Year lot was crested: Variable- See Memorandum attached hereto
4. Description of Proposed Project:
Modification of moposed redevelopment of a 11 .1 -acre portion of 1600 Os-good Street into a ProDOsed e-
commerce storage, warehouse, and distribution facility with accessory uses and consistinci of a prowsed 5-story,
3,835,500 square foot buildina. along with up-grades up-grades to parking, access utilities stormwater management. li htin
landscaping,and associated irn rovernents to be located on PrMsed Lot B all as shown on Site Plans.
.Description of Premises: 1 1 .1 -acne portion of 1600 Osgood Street Lobe known as Lot B)
6.Address of Property Being Affected. 1600 QsAood Street
Zoning District: Industrial (- 11
.......
Assessors Map: 34 Lot#: 152 17,54,and 55
Registry of Deeds: Book##: See Demo Page :
7. Existing Lot:
Lot Area Sq. Ft): See Memo Building Height:Variable
Street Frontage: See Memo Side Setbacks: See Memo
Front Setback: See Memo Rear Setback: See Memo
Floor Area Ratio: See Memo Lot Coverage: See Memo
6. Proposed Lot if applicable):
Lot Area(Sq. Ft): 4.796,989 .f. Building Height:< 105 Feet
Street Frontage: 2488.5 Feet Side Setbacks: 239.E Feet
Front Setback: 932.3 Feet Fear Setback: 653.4 Feet
Floor Area Ratio: .8 :1 Lot Coverage: 1 . %
{00167242;v4}
Pa e I of
120 Fain Street North Andover, Massachusefts 6184
Phone: 9 6.666. E Fax: 978.688.9542 Web: www.northandove,r
. Required Lot as required by Zoning Bylaw):
Lot Area Sq. Ft : 809000 Building Height:65 Ft/105 ft. bv SP
Street Frontage: 150 Feet Side Setbacks: bo Feet
Front Setback: 100 Feet Rear Setback: bo Feet
Floor Area Ratio; 0.51/11 bv SP Lot Coverage: 35%
10. Existing Building if applicable):
Ground Floor Sq, Ft.): Multiple #of Floors: Variable
Total Sq. Ft.: See Memo Height: Variable
Use: (Buildims to be demolished Type of Construction: Variable
11. Proposed Building:
Ground Floor Sq, Ft.): 817,212 s,f. #of Floors:
Total Sq. Ft. 3,835,500 Height:
Use: warehouse/sto eloffice Type of Construction: Steel
12. Has there been a previous application for a Special Permit from the Planning Board on these premises?
YES. If so,when and for what type of construction?See Memo
1 . Section of Zoning Bylaw that Special Permit Is Being Requested
Art. 8, Part. Site Plan Rev.);Arta Part 1 1 gb . Parkin SP):Art. `10&-195-10.7 of Ch. 1 g
14. Petitioner and Landowner signatures):
Every application for a Special Permit shall be made on this form, which is the official fora of the Planning
Board, Every application shall be fired with the Town Clerk's office. It shall be the responsibility of the
petitioner to furnish all supporting documentation with this application. The dated copy of this application
received by the Town Cleric or Planning Office does not absolve the applicant from this responsibility. The
petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with
application requirements, as cited herein and in the Planning Board Rules and Regulations may result in a
dismissal by the Planning Board of this application as incomplete.
Petitioners Signature:
i
Print or type name here:John T. Smolai Esq., Attorney for Petitioner,duly authorized
Owner'sr :
Pant or type name here: Grit Goldstein Mara er- 1600 ood Street LLC
15. Please list title of plans and documents you vwril!be attach in+g to this application. See attachal
............................. ................ ........... ....................................... ...........................................
Page 2 of 2
120 Main Street North Andover, Massachusetts 01845
Phone- 978.688.9535 Fax: 978.688.9542 Web: www.northandoverm
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PLANNING DEPARTMENT
Community&Economic ent Division
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MODIFICATIONmmSpecial Permit— Common DnmvewaySpecial Permit
Appl ica ion
1000sh—uppium,1,
Please type or print clearly.
I.
Petitioner.,, 1600
Petitioner's Address:c/o Smoiak&Vaughan.LLP,21 High St.,Ste.301,,•N.Andover, MA 01845
Telephone number:_IL78
J�327-521
Address:1600 Osgood Street,-North Andover.MA 01045
Number of years of ownership.- 17 Yrs. 0 mos.
.Year lot was created: Variable. See ALTA Survey in Plans of Record
4. Description of Proposed Project:Modification to Common Ddyeway Special Permit aPoroved for North Access
Drivewav to include new connection and new Common Driveway for South Access Driveway to serve as access to
Piro ased Lot A and Lot S
.Description of Premises:AAgroximately 167.8 acres located on the west side of 0sagod Street
e.Address of Property Being Affected:10O0 Osgood Street
Zoning District: Industrial I-
Assessors Map: 34 Lot#: 15, 17,54 and 55
Registry of Deeds:Book#:See Plan /Multigle ,Page
7.Existing Lot: See attached Site Plan
Lot Area(Sq.FQ: Building Height:
Street Frontage: Side Setbacks:
. 0000000000000000000000000000000000000000
Front Setback:_-- Dear Setback:
000 000000000000000000000000000000.
Floor Area Ratio; Lot Coverage:
.Proposed Lot(if applicable):(See attached Site Plan for Lot A and Lot
Lot Area(Sq.Ft): Building Height:
Street Frontage: ,Side Setbacks:
Front Setback: Rear Setback:
Floor Area Ratio: Lot CoverageN
J7 ;v P I of
120 Main Street, North Andover, Massachusetts 01845
Phone 978.688.9535 Fax 978. .9 4 ww. h n
9. Required Lot as required by Zoning Bylaw): (See Site Pl)
Lot Area(Sq. Ft): 80.000 Building Height:65 Ft
Street Frontage: 150 Feet Side Setbacks: 50 Feet
Front Setback: 100 Feet O§good Rear Setback: 50 Feet
Floor kea Ratio:0.5:111:1 by SP Lot Coverage: 35%
10. Existing Building if applicable):(See Site Plan).
Ground Floor(Sq, Ft. : #of Floors:
Total Sq. Ft.: Height:
Use: _----jype of Construction:
11- Proposed Building:(See Site Plan).
Ground Floor(Sq, Ft.): #of Floors:
Total Sq. Ft. Height:
Use: Type of Construction:
12. Has there been a previous application for a Special Permit from the Planning Board on these
premises?Yes. If so,when and for what type of construction? Multiple.
13.Section of Zoning Bylaw that Special Permit Is Being Requested Article 2, -4 195-2-2--Definitions
-Driveway)and.Article 10. §195-10.7A[wecial r)ermit-generallof Char)ter 195--North
Andover Zoning Bylaw
14. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this farm which is the official form of the
Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the
responsibility of the petitioner to fumish all supporting documentation with this application. The
dated copy of this application received by the Town Clerk or Planning Office does not absolve the
applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and
legal notification. Failure to comply with application requirements, as cited herein and in the
Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this
application as incomplete.
Petitioner's Z Signature: W
A
44% ;
Print or type name here:4o n T. Smolak. eik.'�auarized aae-A -d^00 df600dowStreet, LLC&Hillwood
Enterprises, L.P.
Owner's Signature: A#
C64 --------- ....
Print or type name here Jo-hn T.Smola a u-t h zed @g-we nwt for- f9b 0 gAoo'd Street
See See Owner and Applicant authorizations attached hereto.
15. Please list title of plans and documents you will be attaching to this a pplication.
Plans entitled "Permit Site Plans — North Andover, Massachusetts. Pro Dosed DeveloDment for Hillwood
Enterprises, L.P. and 1600.Osgood Street, LLC. Distribution Facility, 1600 Os-qood Street, Town of North
Andover, Essex Countv, Massachusetts," dated July 25, 2019 (Rev. August 28, 2020). consisfin-g of 147
sheets, re aped by Langan Engineedn-Q&Environmental Services, Inc.
f001167231119;y§lPage 2 of 2
120 Main Street, North Andover, Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web www.northandovermpA. ov
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Town of North Andover
Planning Department
Community&Economic Development Division
120 Main Street
North Andover,Massachusetts 01845
Town of North Andover Planning Board
Modification off,Application for Special Permit Floor Area Ratio
printPlease type or
clearly.
1.Petitioner:Hiliwood Enter0ses.L.P.
Petitionees Address:5050 W.Tilghman Street Suite 435 Allentown PA 1 104
Telephone number:84 . 7 . 0,5 c/o Mac Utse IMP-Development
.Owners of the Land: 1 00 Osgood Street LL
Address: 1 oo Os ood Street North Andover MA 01845
Number of years of ownership:17 years
I Year lot was created:Multiple Lots—Variable—See Memorandum
4.Description of Proposed Project:
Modificabon of FAIL S edal Permit SDecial Permit Decision on Pro o ed Lot B.
No chap ges to the bu i Iding or the Floor Area Ratio Dreviousl approved by Plannin q Board are p ro gosed with
this A Irc tion;except for the modification of the,size of Lot B and the substitution of the Site Plans which
were p reviousl y aggroved by the Plan nin g Board with the new Site Plans for the sole our a of ensurin cLall
aggrovals for Lot B are de icted on the same set of site Rians for the Pro'ect.
5.Description of Premises:portion of 1600 Osgood Street(proposed Lot B consisting of all or a Portion of the
followina lots depicted on the Town of North Andover Assessors Ma Rs as Map 34 Lots 15,17,54 and 55.
.Address of Property Being Affected: 1600 Osgood Street
Zoning District: Industrial (1-2)
Asses ors Map:34 Lot#: 1 ,17,54,and 55
Registry of Deeds: Book#:Mufti le-See memorandum.Page#:
7.Existing Lot:Multiple--See Memorandum.
Lot Area(Sq.Ft): See Memo Building Height:See Memo
Street frontage:,See Memo Side Setbacks:See Memo
Front Setback:See Memo Rear Setback:See Memo
Floor Area patio:See Memo Lot Coverage:See Memo
{001 6 7929;v Page i of
120 Main Street,Planning Dept.,Berth Andover,Massachusetts 01845
Phone 978.688.9535 Fax 978.688; 542 web www.northandoverma.gov
S.Proposed Lot if applicable):
Lot Area(Sq.FQ: 4,796,989 s.f. Building Height:<108 Feet
Street Frontage: 2488.5 Feet Side Setbacks: 239.5 Feet
Front Setback: 932.3 Feet Fear Setback: 653.4 Feet
Floor Area ratio: .80:1 Lot Coverage: 1 .0%
.Required Lot(as required by Zoning Bylaw):
Lot Area(Sq.FQ:80,000 Building Height:65 FeeY105 Feet by SP
Street Frontage: 1 o Feet Side Setbacks:bo Feet
Front Setback: 100 Feetlosgood St. Fear Setback:50 Feet
Floor Area Ratio:0.811-1:1 by SP Lot Coverage:3 %
10.Existing Building if applicable):Multiple—To be Demolished
Ground Floor Sq.Ft. : #of Floors:
Total Sq. .: Height:
Type of Construction:
11.Proposed Building:
Ground Floor(Sq.R.): 817, 1,E #of Floors:
Total Sq..Ft. 3,835,500 Height: <105 Feet
Use: warehouse/store eloffice Type of Construction: Steel
12.Has there been a previous application for a Special Permit from the Planning Board on these premises'
Yes If so,when and for what type of construction's See Memorandum
13.Section of Zoning Bylaw that Special Permit Is Being
Requested:4 rdcle 7, 7,8,and 195 Attachment 3,Town of North Andover,Table :Summary Of Dimensional
Reguirements. Footnote 1 Floor Area Ratio Special Permit and§195-10.7A of ChaDter 19
14. Petitioner and Landowner ai nature ;
Every application for a Special Pe wit shall be made on this form,which is the official form of the Planning Board.Every application shall
be filed with the Town Clerk's office.It shall be the responsibility of the petitioner to f unish all supporting documentation with this
application.The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this
responsibility.The petitioner shall be responsible for all expenses for fihng and legal notification.Failure to comply with application
requirements,as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this
application as incomplete
Petitioner's Signature:
Print or type name her Jo .Smolak.E ,for a ition e r dui Mauthon-zed.
owner's Signature:
Print or type name h :brit�Oldstein,Mgr- od Street LL
1 .Please list title of plans and documents you will be attaching to this application.
See attached Memorandum. Plans entitled "Permit Site Plans — North Andover, Massachusetts. Proposed
Development for Hillwood Ente rises L.P. and 1600 Os000d Street LLB Distribution Facilily, 1600 Osgood Street
Town of North Andover, Essen County, Massachusetts.' dated July 26. 2019 (Rev. Auciust 28 2020). consisting of
147 sheets Druared by Langan Engineednq&Environmental Services, Inc.
{00 16 79 9;v Poge 2 of
120 Tin Street,Planning Dept.,North Andover,Ma s sachusetts 0184
Phone 978.688.9535 Fox 978.688.9542 web www.northandoverma.gov
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Town of North Andover
Planning Department
Community&Economic Development Division
120
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North Andover,Massachusetts 01845
Town of North Andover Planning Board
Modification --Application for Special Permit— Building Height
Please type or ■
rit clearly.
1.Petitioner: Hillwood Enter rises L.P.
Petitioner's Address:5050 I .Tilghman Street Suite 435 Allentown PA 18104
Telephone number:843. 76. 53 c/o Mac Uts VP-Development
.Owners of the Land: 1600 Os-good Street LL
Address: 1 00 gAood Street North Andover. A 01 45
Number of years of ownership: 17 vears
3.Year lot was created:Multi le Lots--Variable—See Memorandum
4.Description of Proposed Project:
Modification of Height S ecial Permit S ecial Permit Decision on Proposed Lot B.
No changes to the building or buildina height Previously aggroved by Planning Board are proposed with
this Ap piication:exce pt for the modification of the size of Lot B and the substitution of the Site Plans which
were greviou sly roved bv the PI an n i nq Board with the new Site Plans for the sole pu mose of e n s u d no a ll
aggrovals for Lot B are depicted on the same set of site plans for the Project.
5.Description of Premises:Portion of 1500 Osgood Street(proposed Lot B consisting of all or a portion of the
following lots depicted on the Town of North Andover Assessors Maps as Map 34 Late 15,17.54 and 55.
8.Address of Property Being Affected: 1600 Osgood Street
Zoning District: Industrial (1-2)
Assessors Map:34 Lot :15,17,54,and 55
Registry of Deeds:Book#: Multi le-See memorandum.Page
7.Existing Lot:Multiple--,See Memorandum.
Lot Area(Sq.FQ: ,See Memo Building Height:See Memo
Street Frontage: See Memo ,Side Setbacks:See Memo
Front Setback: See Memo Rear Setback:See Memo
Floor Area Ratio: See Memo Lot Coverage:See Memy
8.Proposed Lot(if applicable):
Lot Area(Sq.FQ: 4,798,989 S.f., Building Height:<105 Feet
Street Frontage: 2488.5 Feet Side Setbacks: 239.5 Feet
Front Setback: 932.3 Feet Rear Setback: 653.4 Feet
Floor Area Ratio: 0.30:1 Lot coverage: 17.0 ,
{00167930;v3)Poge 1 of
120 Maim Street,Planning Dept.,North Andover,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 web www.norfhandoverma.gov
9.Required Lot(as required by Zoning Bylaw):
Lot Area(Sq.FQ:80,000 Building Height:65 FeeUl 05 Feet by SP
Street Frontage: 150 Feet Side Setbacks:50 Feet
Front Setback: 100 Feet Osgood St. Rear Setback:50 Feet
Floor Area Ratio:0. /1-1:1 by SP Lot overage:
10.Existing Building(if applicable):Multiple—To be Demolished
Ground Floor(Sq.Ft.): #of Floors: ,,M»»»»»»»»»»»»»»»,.,......,,,,, .o
Total Sq.Ft.: Haight:--
Ilse; .............. ............... Type of Construction: . ..............
11.Proposed Building:
Ground Floor(Sq.Ft. : 817,212 s.f. #of Floors:
Total Sq.Ft. 3,835,500 Height: <105 Feet
Use: warehouselstarage/office Type of Construction: Steel
12.Has there been a previous application far a Special Permit from the Planning Board on these premises?
'es If so,when and for what type of construction?See Memorandum
1 .Section of Zoning Bylaw that Special Permit Is Being
Requested:Aftide 7,§19 -7.4.and 195 Attachment 3.Town of North Andover Table 2.0 SummaEy Of Dimensional
e uirements Footnote 1 (Building Height Sppdal Permit and 4 19 -10.7A of Chapter 19
14. Petitioner and Landowner signatures):
Every application for a Special Permit shaft be made on this form,which is the official form of the Planning Board.Every application shall
be filed with the Toren Clerk's office.It shall be the responsibility of the petitioner to furnish all supporting documentation with this
application.The dated copy of this application received by the Town Clcrk or Planning Office does not absolve the applicant from this
re pons`bility.The petitioner sly be responsible for all expenses for filing and legal notification.Failure to comply with application
requirements,as cited herein and in the Planning Board Rules and ReguMons may result in a dismissal by the Planning Board of this
application as iuompl
Petitioner's Signature.
Print or type name he John T.Sm6lal Esa..a .for PAtkoner duly dffioriz-ed.
Owner's Signature: wA law—WWI
Print or type name h :Odt Goldstein r-1 Osg e L
15.Please list title of plans and documents you will be attaching to this application.
See attached Memorandum.
{00 16 7930;v3) "age of
.......---------------- ...........m--------------- .......----------.......----------
120 Main Street,P`I�lilniirg Dept.,North Andover,Ma �1 4
Phone 978.688.9535 Fox 97 .6 .954 Web www.northandoverma.gov
APPLICANT:TOWN OF NORTH ANDOVER PLANNING BOARD
HILLWOOD
• *
PROPERTY: 1600 OSGOOD STREET (Map 34, Lots
and 55)
9
MEMORANDUM IN SUPPORT OF APPLICATION FOR MODIFICATION OF SITE
PLAN REVIEW. J'
PiG.HEIGHT
,,,,j FLOOR AREA RATIO AND COMMON
DRIVEWAY SPECIAL PERMITS
(A?Wcle Part 3[site plan review]; Ardcle 8,Part T, §1954.8. [parking specie perrnits];
Article 2, §19 -2.2-De�f in Nons[common driveway];A talc e 7,§19 -7.4. and 195
1 ita ch m.en 3, T'or n ofNorth A n do ver, Fable 2:Sum macrr OfDim ension al Req u iremen ts,
Footnote 18[building height speciaipermit; Ardcle 7,§. 9 -7.6. and 195 Attachment 3,
Torn o, North Andover, Table 2:Summary Of Dimensional Requirements,Footnote 19 moor
area ratio special perrrrit;and,Article 10, §T :T ,7A[specialpermit-general], of Chapter
195--North Andover Zoning Bylaw)
I. INTRODUCTION
Hill wood Enterprises, L.P. (the"Applicant" or"Hi llwood") is the applicant
requesting Planning Board approval of the Applicant's request to modify the Planning
Board's "Notice of Decision i Site Plan Review, Parkin& Common Driveway, Building
Height, and Floor Area Ratio Special Permits," dated May 20, 202 (the .Lot B
Decision"). Special Condition No. 47 of the Lot B Decision states that"...Applicant
shall supply a copy of the approved MassDOT permits necessary for access and
construction of the Project to the Planning Department. In the event MassDOT requires
a material change as deemed by the Planning Director) in the access/egress or other
details depicted on the Plans and/or Conceptual Off-Site Improvement Plan dated Jul
19,2019 (including,but not limited to details listed in Findings of Fact-Renovation
Project#8 and #9 in this decision),the Applicant shall submit revised Plans to be
reviewed in accordance with the process described in Section 19 -8.17 (Revisions to
Approved Site Plan).-"
The Applicant is continuing to work with the 1asslT,but a final Access
Permit is not expected to be issued for another six months. In the interim,however,
M s D T has issued an interim letter concerning proposed roadway improvements
and mitigation which, in turn,would modify the approved roadway,driveway and
access design improvements as depicted on the Plans approved roved under the Lot B
Decision. The interim improvements proposed by MassD T are described in a certain
letter issued to 1V&. Mac Uts r, Hillwood Enterprises, LP,from Paul D. Stedman,
District 4 Highway Director, MassDOT, dated July 30, 2020, a copy of which is attached
as Exhibit C (the "'MassDOT Mitigation Letter").
(001 7 50;v Modfflcation to Site Plan Review,iew,Parking,Common Driveway,Building Height and Floor Area patio Special Permits
Memorandum -- Planning Board
I
In order for the Applicant to close on the purchase of Lot B and to commence
construction, both the Applicant and 1600 Osgood Street, LLC are requesting Plug
Board approval of the proposed modifications,as described below, which in turn,
would require a Modification to the Lot B Decision, in order to implement the traffic
improvements dictated by the MassL T Mitigation Fetter.
While the changes described in the MassDOT Mitigation Letter would trigger
modifications to both the site plan review and common driveway special permits
described in the Lot B Decision,the Applicant is also requesting approval of the
modification of the Parking, Building Height and Floor Area Ratio Special Permits
described in the Lot B Decision with the sole purpose of ensuring that all approvals, as
modified, for Lot B are governed by the same set of record Site Plans as defined below).
Moreover,Special Condition No. 66 of the Lot B Decision requires the Applicant to
implement certain recommendations of the Board's peer review stormwater
management consultant,Horsley Witten Group, including the provision of seasonal
high groundwater elevation and infiltration rates in the proposed location of the
infiltration systems. As a result of that data and the Mass DOT Mitigation Letter,the
Applicant is also making adjustments to the storrnwater management facility and
parking areas as further described below to ensure that the Project continues to
maintain compliance with state and local stonnwater management requirements.
The Applicant is requesting the modification of the special permits described in
the Lot F Decision as a result of traffic improvements being requested by the
Massachusetts Department of Transportation's Highway Division "Massl T" as a
part of the MassDOT review process. Additionally,both the configuration of Lot A
and Lot B previously approved and endorsed by the Planning Board through the AN
Lot endorsement process will be slightly adjusted so that a 9, 1 + -s.f. area of real
property located in the vicinity of the signalized Forth Entrance to the Site as defined
below) become a part of Lot A such that Lot B is proposed to be 4,796,989 s.f. 110.12
ac in size `'New Lot " or"HW Property"),and Lot A will become 2,51Z614 s.f. .68
ac in size "New Lot A"),and the Applicant intends to file a new Form A-Approval
Not Required ANR application requesting Board approval and endorsement of the
new lot configuration for New Lot A and for New Lot B. New Lot A and New Lot
collectively comprise approximately 16 .8 acres and is commonly known as Osgood
Landing or 1600 Osgood Street(the "Site").
The project as described in the Lot B Decision approved the construction of a
proposed e-commerce storage,warehouse and distribution facility with accessory office
and other uses,consisting of a 5-story building including approximately 3,835,500
square feet of gross floor area,having a building footprint of approximately 817,212
square feet, along with accessory structures,with upgrades to parking, access including
a common driveway, utilities, storm water management,lighting, landscaping and other
associated improvements to be located on approximately110.35 acres of lanai depicted
10 1 7 0; 6 l iodifi ation t0 Site Plan Review,Parking,Common Driveway,Building Hight and Floor Area Matto Special Perm t
Memorandum -- PImming Board
2
as Lot B on the plans, as further defined and described in the Lot B Decision
(collectively, the "Hillwood Project").
Other than the adjustments described herein and depicted on the plans attached
as Exhibit F (the "Site Plans"),and as further described below,no other changes are
being proposed to the project previously approved by the Board, and as a result, no
adjustments are being proposed which would modify the other special permits
previously approved for Parking,Floor Area Ratio, and Building Height describedn
the Lot B Decision except that the Site flans as defined below applicable to the Project
(as defined below) will be substituted for the plans approved in the Lot B Decision to
ensure one set of Site Plans govern the Site. For purposes of this Modification Request,
the project as approved in the Lot B Decision, as modified by this Modification
Application as defined below) and the Site Plans, shall be referred to as the"Project."
Apl2lication and Review Process
The Applicant is requesting,in part, a modification to site plan review and
common driveway special permits (the "`Modification Application") related to the
project proposed on Lot B described in the Lot B Decision, as proposed to be further
modified as described herein, and is being filed concurrently with separate applications
for modification by 1600 Osgood Street, LLC for the redevelopment of New Lot A. As
noted above,no offer changes are being proposed to the project previously approved
by the Board described in the Lot B Decision, and as a result, no adjustments are being
proposed which would modify the other special permits previously approved for
Parking, Floor Area Ratio, and Building Height described in the Lot B Decision except
p
that the Site Plans defined below) applicable to the Project as defined below) will be
substituted for the plans approved in the Lot B Decision to ensure a single set of Site
Plans govern the Project.
II, PROPOSED PROJECT MOD CATIONS
Hillwood Enterprises, T.P. proposes to redevelop the same project as approved
in the Lot B Decision except as proposed to be modified as a result of traffic
improvements being requested by Mass DOT as described in a certain letter issued to
Mr. iliac Utsey, Hillwood Enterprises,LP,from Paul D. Stedman, District 4 Highway
Director, Mass DOT, dated July 30,2020, a copy of which is attached as Exhibit c (the
"'Mass DOT Mitigation Letter"). As a result of the comments contained within the
1 class OT Mitigation Fetter, the changes proposed.to Lot B to include the ollowing:
(a) Restriction of the southerly � d driveway unsi i e (Located on New Lot
A to right-turns in and out with an appropriate channeliing island
within the driveway,and provision of an on-site connection to/ New
Lot A from/to the southerly signalized driveway within New Lot B;
{00167 0;v )Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
3
(b) Restriction of the northerly inner unsignali ed drive (located on
New Lot A) to right-turns in and out with an appropriate channels ing
island,within the driveway, and provision of an on-site connection
to from New Lot A to the northerly signalized driveway so that vehicles
in the New Lot A parking lot can have an additional access/exit option to
the signalized north access drive located on New Lot A;;
(c) as a result of the proposed connection in b above,the Applicant i
requesting a change in New Lot A lot area so that a segment of the
proposed connection point and access under b above,can be entirely
located on New Lot A;
(d) Construction of a 12-foot wide Shared Use Path SUP on the west side of
Route 125 between the two existing signalized driveways with an
appropriate -foot wide grassed buffer between the SUP and Route 125.
To minimize the extent of construction impact,the existing 2-foot
shoulders along Route 125 will remain;
(e) Reconstruction of the northerly and southerly signalized intersections,
including new traffic signal equipment,wring, cabling, and other
appurtenant equipment,with pedestrian accommodations across all
approaches and coordination between the two traffic signals;
(f) Provision of an exclusive left-turn lane on Route 125 southbound at the
southerly signalized driveway, and provision of an exclusive left-turn lane
on Route 125 northbound at the northerly signalized dr"veway or prohibit
the turning movement;
(g) Milling g and resurfacing and new permanent pavement markings along
Route 125 from the limit of work north of the northerly signalized
driveway to limit of work south of the southerly signalized driveway:
and,
(h) Provision of land or rights for a maximum 1 o-foot wide strip of land
parallel and adjacent to the State Highway Layout SHL for route 125
along the Lot A frontage north of the northern signalized driveway and
along the Lot B frontage south of the southern signalized driveway to
accommodate future improvements (such as an extension of the SLAP) to
be constructed by others.
These proposed adjustments,,as depicted on a set of updated site plans (the "Site
Plans"),are attached as Exhibit F. The Project, as defined in the Lot B Decision,
as modified by the Site Flans, is hereinafter defined as the `Project."
{001 '7 0;v Modification.to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Plying Board
The MassDOT Mitigation Letter,at footnotes 1 and 2, also contemplates that the
Applicant may seek further adjustments to the north unsignali ed driveway (the
"Future Mass DOT North Driveway Configuration").
lie REQUIRED RELIEF
Based upon our preliminary review of the proposed iprvernent , and after
discussion with the Planning Department,Hill wood has determined that, in addition t
the Site Plan substitution for the other relief described in the Lot B Decision, the
following relief is required for the Project under the North Andover Zoning Bylaw:
(a) Amendment to Site flan Review (Article 8,Part ;
(b) Amendment to Common Driveway Special Permit (Article 2, § 195-2. .-
ef initi ns ,Common Driveway); and,
(c) Satisfaction of the general Special Permit criteria (Article 1 , § 195-10.7A)
of Chapter 195.
In addition to the above, the Site Plans shall he substituted for the flans approved in the
Lot B Decision with respect to the Parting Special Permit(Article 8, Fart 1, § 15- . ;
Building Height Special Permit(Article 7, § 195-7. . and 195 Attachment 3,Town of
North Andover,Table 2: Summary Of Dimensional nal Requirements,luirements,Footnote 1 ; and
Floor Area Ratio Special Permit(Article 7, § 19 -7. , and 195 Attachment 3,Town of
North Andover, Table 2: Summary Of Dimensional Requirements, Footnote 19).
We call the Board's attention to 2 additional matters for which the Applicant requests
approval of two future changes as insignificant changes:
(d) First,with respect to II.(b) above which calls for the provision of anon-site
connection to from New Lot A to the northerly signalized driveway so
that vehicles in the New Lot A panting lot can have an additional
access/exit option to the signalized north access drive located on New Lot
A. the Applicant is requesting the Future MassDOT North Driveway
Configuration to not require such connection in addition to lifting the
turn restriction as described in footnote 1 of the MassDOT Mitigation
Letter to allow, at a minimum, left turns into this unsignali ed driveway
northbound which is hove, in part, this driveway operates today) in order
to maintain safety by separating truck traffic to New Lot B from those
vehicles exciting and entering New Lot A which are related to the New Lot
A building. For these reasons, the Applicant respectfully requests the
Board to approve, as a part of the Modification cation Decision,as an
insignificant change,the potential elimination of a connection between the
signalized North Access and portion of New Lot A serving the existing
New Lot A building and/or access restrictions proposed for the inner
001 7 0;v }Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum Planning Board
5
northerly unsi nali ed driveway,provided that the MassD T approves
the same,without the need to further amend the Lot A Decision; and,
(e) Second, we note that takings required for the work described in sections
II. d and h will be undertaken after the MassD T Access Permit i
issued,and when such takings occur, the Project will still comply with all
zoning requirements,but the Applicant respectfully requests the Board to
approve, as a past of the Modification Decision, as an insignificant change,
the future modifications described in sections II. d and h without the
need to further amend the Lot A Decision.
Except for as modified as described above,and as shown on the Site Plans,no other
adjustments to the Project or Lot B Decision are proposed.
In addition to approvals required from the Planning Board,the Project will
require an amendment to the Order of Conditions (DPP File # 22-1 ,issued on
February 20, 2020, and previously issued for the Site by the North Andover
Conservation Conunissxon, The Project will also require the issuance of vehicular and
non-vehicular access permits from MassD T. This Modification Application
incorporates the statements made in the Applicant's original Application for Site Plan,
Parking,as amended by the common driveway special pern-it application, along with
associated improvements,which have been reviewed by the Towns peer review
consultants,and accordingly,the Applicant incorporates by reference,all of the
materials filed with the Board concerning the Site on August 9,2019 applications with
respect to the Project by the Applicant, as amended by a Common Driveway Special
Permit Application filed on May 1,2020,as further amended,as well as all
supplemental materials filed by the Applicant,the Town, including peer review,and all
other materials maintained rn the public record,into this Modification Application.
Imo, SITE PLAN REVIEW AND oT R SPECIAL PERMIT CRITERIA
Article 8.Part 3., §§ 19 - .10. through 19 - .1 . of the Zoning Bylaw describe the
site plan review process,and § 19 - .1 . lists the review criteria and design guidelines
used by the Planning Board to evaluate the Project as part of its site plan review special
permit process. A description of these criteria, and how the Project meets such criteria,
are described as follows:
00167 O;v6 Modification to Site Plan Review,Parking,Connnon Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum — Planning Board
6
A. SITE PLAN REVIEW CRITERIAL419 i-81
A, GENERAL
1. Conformance with all appropriate provisions of the Zoning Bylaw.
The proposed ecornnterce,warehouse, storage,and accessory office and
related uses are uses allowed by right in the Industrial 2 1-2 Zoning
District. The Project also conforms to all dimensional criteria listed in
Article 7, including but not limited to, Table 2 (Summary of Dimensional
Requirements),, of the North Andover Zoning Bylaw except for dose
requirements for which Modifications to Special Permits are requested
herein. Compliance with dimensional requirements is summarized on
the Site Plans as well as on the Site Plan Review Application Form.
2. Protection of abutting properties from detrimental site characteristics.
The Project provides appropriate building setbacks from the adjacent
properties. The adjoining business properties will not be negatively
impacted by the proposed Project,but the Project in fast will complement
the surrounding uses and will also incorporate landscape buffering and
screening along Osgood Street and other areas of New Lot B in a manner
which n a ices potential impacts to both commercial and other uses
across Osgood Street,
B, ENVIRONMENTAL
1. Protection of unique or important natural,historic or sonic features.
f prime * uportan e is to ensure that there will be no impacts to wetlands
resources and immediate watershed areas. For these reasons, the Project
has been designed with enhanced storrnater management measures to
ensure that there is no degradation of water quality as a result of the
development and operation of the Project as required in connection with
the Massachusetts DEP Stormwater Standards. Although extensive
grading will be required, the existing site grades and mature vegetation
along boundaries will be maintained to the extent practicable,,and an
appropriate natural and enhanced landscape buffer will be provided.
Wetland resource areas will be.improved by removing pavement and
outer impervious surfaces from within the 2 -foot non-disturbance zone
and 0-foot No Build Zone described in the North Andover wetlands
Protection Bylaw and Regulations, and other storm water management
measures will be implemented,to protect wetland resource areas. The
Project stormwater management system has been and will be reviewed
01 7 0;v )Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Plan�Board
along with all other site improvements by the North Andover
Conservation Conunission in accordance with the Mate Wetlands
Protection Act and regulations at 310 CMR 1 .00, and the North Andover
Wetlands Protection Bylaw and Regulations. There are no known
historical resources on or adjacent to the Site, and vistas will be preserved
to the extent practicable.
Adequacy of proposed osed methods of refuse disposal.
The Project includes a disposal area located within the building on New
Lot B which sloes not change as a result of this Modification Application.
Solid waste disposal would be handled by a private commercial hauler.
3. Ability of proposed sewage disposal and water supply systems within
and adjacent to the Site to serve the proposed use.
The Project will be connected to the municipal water system available in
Osgood Street. Sufficient capacity exists within the municipal system to
accommodate the proposed Project's water needs, The Project will also
include a sewer tie-in connection with gravity flow to the existing private
sewer force main extending to the rear of New Lot B which connects to the
Greater Lawrence Sanitary District,unless the proposed public sewer
main(extending from the intersection of Osgood and Bradford Streets to
the intersection of Sutton and Osgood Streets) has already been
constructed, in which ease,the Project would tie into the new public sever
main system on Osgood Street and the private connection to the GLSD on
New Lot b would be decommissioned.
Adequacy of the proposed drainage system within and adjacent to the
site to handle the increased runoff resulting from the development.
sub-surface drainage system is being proposed, and accommodates all
runoff resulting from the redevelopment. Proposed stowater
management charges as a result of the Modification Application are
described in the updated Stormwater Report,and include:
(a) the provision of adequate separation to estimated seasonal high
groundwater,the bottom elevation of basins -1 been raised; and,
(b) result o a above,and site grading revisions,modification to
pipe inverts have been made.
Except as further detailed in the Updated Stormwater Deport and Site
Plans, no other changes to storm water
are management proposed. Please
g
01 ? 0;v Modifi ation to Site Plan review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Manning Board
refer to the enclosed Updated Stormwater Management Report attached
as Exhibit E for additional information.
5. Provision of adequate landscaping,including the screening of adjacent
residential uses,provision of street trees, Iandscape islands in the
parking lot and a landscape boxer along the street frontage.
Existing vegetation is generally located to the north,south and rear of the
Site and is comprised of mature mixed hardwoods and open field areas,
and provides a natural buffer between New Lot B and the abutting uses.
To enhance the landscaping new landscaping will be installed along
Osgood Street,parking areas, and other areas on New Lot B, and a
landscaping program has been developed to provide additional buffering
and screening areas. A copy of the Landscape Plan is attached as hart of
the Site flans in Exhibit E.
Adequacy of the soil erosion plan and any plan for protection of steep
slopes,both during and after construction.
An erosion control plan will be implemented as a hart of the Project. The
Applicant will take particular care with respect to maintaining enhanced
erosion and sedimentation controls to avoid impact to both on-site
wetlands and buffer zones and adjacent properties.
Protection of adjacent properties by minimizing the intrusion of
lighting,including parking lot and building exterior lighting.
lighting facilities plan has been approved as a hart of the Lot E Decision
with no changes to the same being proposed as a part of this Modification
Application. A copy of the Lighting Photometric Plan is attached as part
of the Site Plans in Exhibit F.
The proposed development must not present a demonstrable adverse
impact on the surrounding area resulting from excessive noise, dust,
smoke,or vibration which are higher than levels now experienced from
uses permitted in the surrounding area.
The proposed use is to be located over goo feet west of Osgood Street
(Route 12 and is surrounded primarily by commercial and industrial
uses, as well as several residential apartments attached to co nercial
buildings across Osgood Street. The Project layout has been designed t
g 1 � �
ensure that there will be no long-tern impact on the surrounding area
from excessive noise, dust, smoke or vibration both during and after
{001 7 O;v Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Playing Board
9
construction, and the construction plan will ensure that noise, dust,
smoke, or vibration is nminbmized to the extent practicable.
C. DESIGN
11 Buildings shall be located with respect to setbacks,placement of
parking,landscaping and entrances and exits with surrounding
buildings and development.
No changes are proposed to the building as a part of this Modification
Application.
The buildings shall relate harmoniously to each other in architectural
style,site location and building e3dts and entrances.
No changes are proposed to the architectural style, site location and
building exits and entrances. A set of architectural elevations,plans and
specifications is attached as part of the Site Plans in Exhibit F.
3, screening shall be provided for storage areas,loading docks, dumpsters,
rooftop equipment,utility buildings and similar features.
No changes are proposed to screening related to storage areas,loading
docks, du pst rs, rooftop equipment,utility buildings and similar
features resulting from the Modification Application.
Electric,telephone, cable tv.,and other such lines and equipment must
be placed underground.
No changes to utilities are proposed except as may be shown on the Site
Plans. Please refer to the utility plan included with the Site Plans for more
detailed information.
51 Demonstrate that the scale,massing and detailing of buildings are
compatible with those prevalent in the surrounding area.
No changes to the New Lot B building are proposed. Please refer to the �
attached architectural renderings and elevations for additional detail.
{001672 O;v6 Modification to Site Plan review,Parking,Common I rivewa r,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
to
A TRAFFIC/PARKING
11 The location and number of curb cuts shall be minimized to reduce
turning movements,and hazardous exits and entrances.
According to a Memorandum, dated August 27, 2020,from John Plante,
P.E. to Jean Enright, Planning Director (the"Traffic Memorandum"),,the
proposed geometric adjustments to the unignalied intersections will
restrict certain turning movements into and out of the site.
The Traffic Memorandum states that based on the analysis and
information contained within the Traffic Deport,as amended by the
Traffic Memorandum, the proposed on-site parking layout and site access
locations on Osgood Street will not cause detriment to the surrounding
neighborhood due to operational hnpacts,will not result in increased
vehicular congestion or queuing, should maintain,provide acceptable or
improve on-site and off-site traffic circulation patterns and-r i me
conflicts between motor vehicles and pedestrians.
Provision for access to adjoining properties shall be provided as
appropriate.
As described below and shown on the Site Plans, the existing curb cuts off
Osgood Street will be adjusted as requested by Mass DOT. The inner,
unsignali ed north access driveway serving New Lot A will now need to
be connected to the northerly signalized North Access Road located on
New Lot B requiring a modification to the current common driveway
special permit which permitted access for the proposed solar use on the
portion of New Lot A located north of the signalized North Access
driveway, and for emergency vehicle purposes.
s noted above, subsequent to the issuance of a decision on this
Modification Application,the Applicant plans to propose the Future
1assT Forth Signalized Driveway Configuration to 1assT such
that the proposed forth Access Drive be dedicated solely to the New Lot
tenant's use and operation, except for the limited extent necessary for
the owner of New Lot A to maintain the proposed solar use on the portion
of New Lot A located north of the signalized North Access driveway, and
for emergency vehicle purposes,and not provide an access point to the
portion of New Lot A serving the existing building located n New Lot A.
001 2 ;v6 Modi cation to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
The inner, unsignali ed south access road serving New Lot A will.
connected to the southerly signalized access road located on New Lot B,
requiring a common driveway special permit.
All proposed circulation improvements through the Property have been
designed and constructed to enhance access and circulation, and t
minfinize vehicular and pedestrian conflicts, in conjunction with the
con rnercial uses internal to the Property, as well as off-site in connection
with both access points onto Osgood Street. See further discussion with
respect to contnnon driveways below.
3. Driveways shall be located opposite each other wherever possible.
The Project' existing access driveways onto Osgood Street will remain in
the same location,and as such, it is not reasonable possible to realign
those access points otherwise.
. Joint access driveways between adjoining properties shall be
encouraged.
s depicted on the Site Mans, a new common access driveway is proposed
between the New Lot A and New Lot B on the southerly drives. In the
future,the Applicant may seek Mass DOT approval of the Fixture
MassDOT North Signalized Driveway Configuration which would
remove the northerly internal connection between the signalized North
Access Road and the inner northerly unsignall ed driveway as discussed
above.
51 Internal circulation and egress shall provide for traffic safety.
Other than as described herein, depicted on the Site Flans,and described
in the Traffic Memorandum,no other changes are being proposed with
the Modification Application.
001 72 ;v Modi ication to Site Plan review,Parking,Common Driveway,Building Height and Floor Area patio Special Permits
Memorandum -- Ping Board
12
E. STORMWATER MANAGEMENT,
1. At a minimum,all projects subject to site plan review shall comply with
the criteria,specifications,and performance standards of the most
recent version of Massachusetts stormwater Management Standards
and accompanying stormwater Management Handbook. The Lake
Cochichewick Watershed Area shall be considered a critical area in
terms of applicability of the standards.
Other than the adjustments depicted in the Site Plans and M* the Updated
Storrnwater Deport,the Project sto �water management system
represents a vast improvement over stonnwater management and
treatment currently existing on-site today, and shall comply with the
criteria, specifications, and performance standards of the most recent
version of Massachusetts ssachusetts tormwater Management Standards and
accompanying Storm water Management I and hook, and will meet the
more stringent requirements of the Massachusetts Small M 4 General
Permit (EPA) as implemented by the Town of North Andover. The
Project is not located within the Lake Cochiche ick Watershed Area,
Projects subject to the bylaw shall also comply with the requirements
and criteria outlined in Articles VII through X of the North Andover
Storm water Management and Erosion Control Regulations (chapter
250) promulgated under chapter 165 of the Town Bylaws stormwater
Management and Erosion control Bylaw .
The Project stormwater management system complies with the
requirements and criteria outlined in Articles VII through X of the North
Andover Storater Management and Erosion Control Regulations
(Chapter 2 promulgated under Chapter 165 of the Town Bylaws
(Stormwater Management and Erosion Control Bylaw).
F, LANDSCAPE DESIGN,
1. Landscape designs shall be developed based on soil, light and other site-
specific conditions. Plant species shall be chosen for their ability to thrive
in the post-development soil, water and use conditions of the site without
significant supplemental water or fertilizer, once established.
Other than what is depicted on the Site Puns,no other changes to the
landscape design are proposed.
11111 7 11;v Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
13
I Plant species shall be native to inland Essex County or shall be cultivars
of these native species.
Other than what is depicted on the Site Plans, no other changes to the
landscape design are proposed.
For the reasons described above and in the supporting documentation and Site
Plans described above, the Applicant respectfully requests the Board to vote to grant
approval of a Modification of Site Ilan.Approval of the Project as the Site Plans comply
with all current bylaw requirements of the Town, and the Site flans have been
submitted in accordance with the regulations and procedures as outlined in this Dart 3
and § 19 -10.7A,Conditions for approval of special permit, as further described below.
Be COMMON DRIVEWAY CRITERIA 195-2,2)
The Common Driveway approved under the Lot B Decision, as well as the
proposed modifications to the same as a result of this Modification Application, are a
follows:
1. Common DrivgLALayroveTnder the Lot F Decision.
The Lot B Decision approved a Common Driveway Special Permit to allow for
access to Lot B extending along the signalized North Access load extending
from Osgood Street,over Lot A, to Lot B,along with access rights to the Solar
Project on the Solar Site,as well as emergence access..
2. Proposed Modffications to Common Drivewav 5mial Permit
This Modification Application proposes the following modifications to the
Common Driveway Special Permit:
. Modifications to North Access.
As noted in Section ii. a above,the MassDOT Mitigation Letter has requested
provision of an on-site connection to/from New Lot A from to the northerly
signalized driveway within New Lot B. Accordingly, and xn addition to all
access rights under B.1 above to new Lot A and New Lot B, the Applicant
requests approval to expand the common driveway use via a connection from
the North (signalized) Access Road to the Renovation Project to enable the
vehicles associated with buildings 20 and 21 on New Lot A to use this connection
to enter and exit through the signalized forth Access Road, along with
emergency access rights for emergency access vehicles, subject to the potential
future changes resulting from the i lassDOT Access Permit described in Section
{001 7 0;v )Modification to Site Plan Review,Parking,common Driveway,Building Height and Floor Area Ratio Special Permits
Mernorandum -- Planning Boat
14
III. d . In the future, Applicant may seek Mass DOT approval of the Future
MassD T North Driveway Configuration which would remove the northerly
internal connection between the signalized North Access Road and the parking
for buildings 20 and 21, and the allowable vehicular movements at the inner
northerly un.signalied driveway as discussed above.
b. South Access Common Driveway.
s noted in Section II. above,the MassD T Mitigation Letter has requested
provision of an on-site connection to/from New Lot A from/to the southerly
signalized driveway within New Lot B. Accordingly,the Applicant requests
Modification to the Common Driveway Special Permit to enable the vehicles
associated with buildings 20 and 21 on New Lot A to use this connection to enter
and exit through the signalized South Access Road on New Lot B, along with
emergency access rights for emergency access vehicles.
Article 2, § 19 -2. . (Definitions) of the North Andover Zoning Bylaw defines
"Driveway" as "[a] way located on a lot,which provides vehicular access to the
buildings on the lot. Each driveway shall service no more than one lot. Subject to the
granting of a special permit from the Planning Board, a driveway may be shared by not
more than two lots. Each such shared driveway must be regulated by a recorded
maintenance agreement runn gin perpetuity with the land."
The Applicant intends to create a shared, or cornrnon, driveway for the benefit of
New Lot A and New Lot B, and the shared driveways will be regulated by a recorded
maintenance agreement running in perpetuity with the property. Moreover,the
proposed common driveway meets the general special permit criteria as described
below.
As noted move, subsequent to the issuance of a decision on the within
Application,the Applicant plans to propose to MassDOT that the proposed northerly
access be dedicated solely to the New Lot B tenants use and operation, except for the
limited extent necessary for the owner of New Lot A to maintain the proposed solar use
on the portion of New Lot A located north of the signalized North Access driveway,
and for emergency vehicle purposes.
001 7 0;v Modification to Site Plan Review,Parldng,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
1
1 i SPECIAL PERMIT APPROVAL CRITERIA -10,
Section 195-10.7A of the Zoning Bylaw provides that the Planning Board shall
not approve any such application for a Special Permits unless it finds that *in its
judgment all the following conditions are met. The following lists the criteria under
19 -10.7 1 and how these criteria are net.
(a) The specific site is an appropriate location for such a use,structure or
condition.
s the Property is zoned for industrial use, New Lot B 1s an appropriate
location for the proposed Project. The site design compliments the
surrounding uses and provides for sufficient traffic,curb cut and
circulation improvements, as well as sufficient water,sewer and other
utilities. No changes to building height or floor area ratio or parking and
the number of parking and loading spaces are being proposed by the
Modification Application other than the substitution of the Site plans for
the plans approved in the Lot B Decision. Parking and loading will also
be adequate to serve the proposed uses,based upon the operational
history of the tenant at other comparable facilities.
(b) The use as developed will not adversely affect the neighborhood
character.
The Project use will not adversely affect the as the building entirely
encloses the proposed use, and the building is complemented with
appropriate landscaping and screening. The proposed building is set far
back from Osgood Street and adjacent properties. The Property is zoned
industrial and the proposed use as developed will result in a substantial
improvement to New Lot B from an aesthetics and environmental
perspective. The proposed building height and massing will not
adversely affect the neighborhood for all the reasons above, and the
lighting plan demonstrates that on-site lighting will not adversely impact
the neighborhood. Accordingly, the proposed uses are well suited for its
proposed location,
(c) There will be no nuisance or serious hazard to vehicles or pedestrians.
Driveways accessing Osgood Street will be located and designed in
accordance with the Site Plans as requested by the Mass DOT, and are
located at the existing driveway curb cut locations. The parking and
loading facilities have been designed to minimize conflicts and to
ma = e efficiency in layout leading to the design of safe and efficient
01 ?2 0;vf Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
1
ingress to and egress from New Lot A for automobile,truck and
pedestrian traffic. Site improvements have been designed to rye
on-site and off-site safety. For additional detail please refer to the Traffic
Memorandum.
(d) Adequate and appropriate facilities will be provided for the proper
operation of the proposed use.
The Project is adequately and appropriately serviced by municipal water,
sewer and other utilities that adequately address the needs of the Project.
New stormwater management facilities will be constructed to provide
adequate treatment of storrnwater in accordance with applicable
requirements.
(e) The use is in harmony with the general Purpose and intent of this
Zoning Bylaw.
In addition to the reasons described herein and as shown on the Site Plans
and other information submitted as part of the site plan review process,
the proposed use is in harmony with the general purpose and intent of
this Zoning Bylaw for the following reasons. First,the location of the
proposed Project is ideally suited to add additional industrial uses within
the I-2 Zoning District to complement and build a critical mass which is
important to the future redevelopment of the Route 125 corridor in this
area of North Andover. Second, the siting of a facility in the proposed
location will have the effect of converting a functionally r obsolete Site into
an important and significant revenue-generating property for the Town.
Third,based upon the Applicant's experience with similar facilities, the
off-street parking provided is adequate to sere the uses of New Lot B in a
safe and effective manner. Fourth,the Project, as proposed, is projected to
potentially provide 1,500 new full-tune jobs to New Lot B, in addition to
between 20 and 20 temporary construction jobs during the peals
construction phase when all of major construction trades- sitework,
concrete,steel,roofing,mechanical, electrical., plumbing and fire
protection-are on the Site at the same time, along with the multiplier
effect arising from the increased number of workers spending and
investing in other North Andover businesses, and potentially resulting in
new businesses opening along the Route 125 corridor. Lastly,the Project,
as shown on the Site Plans,complies with the Zoning Bylaw. For these
reasons, all of the proposed improvements and enhancements noted
herein are in harmony with the general purposes and intent of Section 1
("Purposes") of the forth Andover Zoning Bylaw.
g
{00167 0;v6 Modifii atxon to Site Plan Resew,Parking,Common Driveway,wilding Height and Floor Area Ratio Special Permits
Memorandum -- PWming Board
1
• PARIGNG SPECIAL PERMIT,BUILDING SIGHT SPECIAL PERMIT,AN
FLOOR AREA RATIO SPECIAL PERMIT (Chapter 195, Article 8, Fart 1, § I - . ;
Article 7, § 19 -7. . and 195 Attachrrment 3, Town of North Andover, Table 2: Summary Of
Dimensional Requirements, Footnote 1 ; Article 7, § 19 - .6. and 195 Attachment 3, Town of
North Andover Table 2: Summary Of Dimensional Re uirement Footnote L9).
Article 8, Part L Section 19 -8.8 includes requirements for the modification of
parking and loading requirements by special permit. Article 7, § 19 - . . and 19
Attachment 3,Town of North Andover, Table 2: Summary Of Dimensional
Requirements, Footnote 18 describes the requirements to secure a building height
special permit. Article 7, § 19 - .6. and 195 Attachment 3,Town of North Andover,
Table 2: Summary Of Dimensional Requirements, Footnote 19 describes the criteria for
the grant of a floor area ratio special permit.
s a part of the Modification Application,the Applicant is proposing no changes to the
building height approved under the Building Height Special Pernnxt,and is not
proposing any adjustment to the approved Floor Area Ratio Special Perrn*t. Moreover,
no changes to the number of parking spaces or loading spaces is being proposed,
n t ith.standffig the fact that layout and configuration adjustments have been shown
n the Site Flans to account for Mass DOT and stonnwater requirements as described in
the Updated St rmwater Deport and as shown on the Site Plans, However,the
Applicant requests the Board to amend these approvals referenced above to substitute
the new Site Plans for the plans approved and listed in the Lot F Decision.
V, REQUEST FOR APPROVAL
For the above reasons,Hillwood Enterprises, L.P. respectfully requests that the
Planning Board make the required findings and conditions with regard to the Project on
New Lot B described under: Article 8,Part 3 [site plan review]; Article 2, § 19 - .2.-
e ' 'tions [con-unon driveway special permit], Article 8, Part 1 19 -8.8. [parking
special permits]; Article 7, § 195- . . and 195 Attachment 3, T vm of North Andover,
Table 2: Summary Of Dimensional Requirements, Footnote 1 [building height special
permit]; Article 7, § 19 - .6. and 195 Attachment 3, Town of North Andover, Table :
Su nary Of Dimensional Requirements,Footnote 1 [floor area ratio special permit];
and, Article 10, § 19 -1 . A [special permit- general], of Chapter 195—North Andover
Zoning Bylaw) and, Article 10, § 19 -1 . [special permit-general], and grant the
100167250;v6)Modification to Site Plan review,Parldng,common Driveway,wilding Height and Floor Area Ratio Special Permits
Memorand n ,- Planning Board
1
Applicant's licant's request for a Modification to Site Plan Review,Common Driveway, Parking
Building Height and Floor Area Ratio Special Permits for the Project on New Lot B.
Respectfully submitted,
Millwood Enterprises, L.P.
By its attorneys,
' .. . .,Zvi ',Nl"9XYMV////OV/ll'YllllN/�YiT/1mXs
J T. Smol a1,Esc.
Smolak&Vaughan LLP
Past Mill, 21 Nigh Street,Suite 301
North Andover, Massachusetts 01845
Tel. 978 32 =5 1,
Fax 9 8 32 -5219
Dist of Exhibits
Certified Abutters Lists
-- Authorizations
C MassDOT Mitigation Letter
Traffic Memorandum
Modified Stormw ter Management report
-- site Plans
001 ? O;v }Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
1
EXHIBIT A
CERTIFIED ABUTTERS LISTS
• North Andover
• Haverhill
01 725 ;v Modlfieation to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- planning Board
2
qb
Abufferto Abuffer BuhVing Dept. Conserve#w Zoning
Town of North Andover
Abutters Ustin
WL*M,seam 11 states in part AParUes tn InNnnt as used In this dmpW duM mean#w pmKow,
NbUbm,ownem ct fond dhcUY OPPwRe on any pubk or primte way,and Wxdws to abufts wfth
three hundmd Pq feet of the property Me of the peWmer as DW appear on the most reawd appWoe
talc Isk W Mdandnq M the IRW of any such awff Is kmled hi am*w dty or kwk the pWrtning
bowd of tm dy or km,and the pkming board of unry abuftg city or tmmn
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MM PARCELS Addiam
34 15off,56 fW0 Osgood Street LLC 1600 Osgood Street NorM Andover,NA 0je45
34 54 Osgood Lantfing,,LLC f6OO Osgood Street North Andover WA 01845
Akam
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34 1 Tyler Monroe 100 Foe w Street North Andover,MA 0 1945
34 2 BEM Rea[y 1635 CMgood Street NoM Andover,MA 01845
34 3 1627 Osgood Realty TnM
1627 Osgood Street North Andover,MA 01845
34 4 1591 Osgood Properties LLC 1591 Osgood Street,North Andom,MA 01845
34 7 Service Burry,LLC 1503 Osgood Street,Na dh Andover,MA 01845
34 9&25 Kristen&Lindsay Ready LLC 770 Boxkwd Sbva%North Andover,MA 01845
34 10 Red Barn Trust 201 Bradford StmK North Andmmr,MA 01845
34 16 Tom of Ncdh Andover 120 hbin Street North Andover,MA m45
34 18&21 Commonmalth of Massa usetts 100 Cambridge Strad,Boston,MA 02202
34 20 684 Realty LLC 1429 Osgood Street North Andover,MA 01845
34 23 TBI LLC
210 Holt Road,North Andover,MA 01846
34 20 Lawrence Airport Commission 492 SMn Street,North Andover,MA 01845
34 28 Mark Valentno 1600 Osgood Sitreet,North Andover,MA 01845
34 41&42 Micrwave EngInwAng Corp. 166 1 Osgood Street North Andayw,MA 0 1845
34 44 Mark Vakintino
1615 08WDd S�North Andover,MA 01845
34 so Alabacado Limited P.O.Box 334,North Andover,MA 01845
61 11 Tropearto Inc 1780 Osgood Street North Andover,MA 01845
61 13 NaDonal Grid 40 SyrIv1n Road,Waltham,MA 02451
81 14 Boston&Maine Railroad Iron Horse Park,High Sbw%North Billerica,MA 0 1862
61 16 Chad Lawlor 1679 Osgood Street,North Andow,MA 01845
61 17 Roy lActrinney P.O.Box 8373,Ward Hill,MA 01835
61 is New England Tel&Tel P.O.Box 2749,Addison,TX 75001
61 21 1345 Boston Road Realty gust 1780 Osgood Stream,Nwh Andover,MA 01846
61 39 The AlabacadD 1755 LingWd
P-03m 334 North Andover,MA 01845
61 66 E)dm Spam Properdes 104 LLC P-0.80X 800729,Dallas TX 75380
75 2 Town of North Andover 120 Main Gbwt North Andover,MA 01845
75 3 Greater Lawrence SanMry DWft 24D Charles Street,North Andover,MA 61845 r
78 2 Ationfio-N.Andover Realty,LILC 205 Newbury Street,Framingham,MA o 1 7ol
City of Haverhill Hav&Nll City Hall 4&WnMeir Street,Haverhill,MA 01830
Wrimac River Commonweafth of Massachusetts 1 DD Cambridge_Sbeet,ElosbM MA 02202
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EXHIBIT B
AUTHORIZATIONS
* Hill wood Enterprises,L.E.
1600 Osgood Street,LLC and Osgood Landing,LLC
001 7 50;v odxlication to Site Plan Review,Parking,Common Driveway,,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
2
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E C
MassDOT Maigation Letter
001 7 O;v Modification to Site Plan review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
22
-
GovernorCharles D.
Karyn E.Pctito.lieutenant �r� �c f
Stephanie Pollack ecreta &CEO
Gulliver.
Highway Administrator
mi m umlm l � y�
Il�ul�m is
iPr
July A 2020
Mr. Mae Utsey
Hillood Enterprises, LP
oo west Tilgham Street, Suite 435
Allentown,PA 18104
Dear Mr.Utsey:
The Massachusetts Department of Transportation(MassDOT)Highway Division has completed
its initial review of the Design Justification Workbook(DJW), dated July 1,2020,prepared and
submitted by Langan Engineering&Environmental Services, Inc. (Langan),for the Osgood
Street(Route 12 traffic signal and geometric improvements associated with the redevelopment
of 1600 Osgood Street in North Andover,Massachusetts. This letter serves to conf n the
general scope of the required mitigation and safety improvements associated with the project and
to provide you and your engineering consultants with guidance going forward to complete the
design development of the improvements in order to obtain the Mass DOT access permit required
for the proposed project.
Overall,I1 assDOT is generally satisfied with the content and presentation of the technical
inf rmation and accompanying narrative in the Jam. However,as described in the document
and in our July 22,2020 letter,there are a number of design exceptions that would be required to
fully comply with Mass]DT's Healthy Transportation Policy(HT?). Notwithstanding the right-
of-way,physical, and lanai use constraints described in the DJ-w,MassDOT will require the
following as conditions, in addition to those generally shown in the conceptual plans included
with the DJW for the redevelopment project to more fully meet the HTP and to provide safe and
efficient access to and from the site:
Construction of a 12-foot wide Shared Use Path(SLIP) on the west side of Route 12
between the two existing signalized driveways with an appropriate -foot wide gassed
buffer between the SUP and Route 125. To minimize the extent of construction innpact,
the existing 2-foot shoulders along Route 125 will remain.
o Reconstruction of the northerly and southerly signalized intersections,including new
traffic signal equipment,wiring, cabling, and other appurtenant equipment,with
pedestrian accommodations across all approaches and coordination between the two
traffic signals.
Provision of an exclusive left-turn lame on Route 125 southound at the southerly
signalized driveway.
o Provision of an exclusive left-turn lane on Route 125 northbound at the northerly
signalized driveway or prohibit the turning movement.
Milling and resurfacing and new permanent pavement markings along Route 125 from
the limit of work north of the northerly signalized driveway to limit of work south of the
southerly signalized driveway.
Restriction of the southerly unsignali ed driveway to right-turns in and out with an
appropriate channeliing island within the driveway.
Provision of an on-site connection to/from Lot A from/to the southerly driveway within
Lot B as generally shown in the traffic impact and access study submitted by Langan on
March 30,2020.
Restriction of the northerly unsignalized driveway to right-turns in and out with an
appropriate channelizing island within the driveway.'
Provision of anon-site connection from Lot A to Lot B to the northerly signalized
driveway.
Provision of land or rights necessary to construct the improvements noted above.
Provision of land or rights for a maximum 1 o-foot wide strip of land parallel and adjacent
to the Mate Highway Layout(SBLO)for Route 125 along the Lot A frontage north of the
northern signalized driveway and along the Lot B frontage south of the southern
signalized driveway to accommodate future improvements (such as an extension of the
SUP)to be constructed by others.
illvood Enterprises,LP and Langan can move forward and update the DJW and prepare the
5%design submission. A permit application can be filed once the 25%design submission
is complete. The design of the improvements will be refined as the project moves through
the 25%, 75% 1 0%and]final (Plans, Specifications and Estimate(PS review stages.
Upon satisfactory design review of these improvements,MassDOT will issue a pernxit for the
construction and/or modification of site highway access and associated off-site improvements
in accordance with the regulations governing Approval of Access to State Highways at 70
CMR 13.00. It is 1 assDOT's determination that a Category 11 vehicular Access Permit for
the proposed project and these state highway improvements is required contingent on
appropriate and acceptable documentation and engineering plans being provided in a timely
manner with subsequent review and approval by 11assT. Review of the application
materials will occur in accordance with the timelines required by the regulations governRD
ing
Approval of Access to State Highways at 720 CMR 1 .00, including:
o Completeness Pre- from receipt,of the
eview within 1 business d�a,,,, s- �ce�,„„
application package.
o Detailed Review of 1 Submission(25% Design/Functional Design Deport)
within 35 business clays following Completeness Pre-Review.
o Detailed Review of 21 Submission(75°/0 100%Design)--within 20 business
days following receipt.
This requirement will be waived upon the submission of documentation during the detailed design review
process that demonstrates,to the satisfaction of iassDT,left turns entering and/or exciting Lot A via the
northerly uns'rgnalized driveway will operate safari and efficiently.
2 This requirement will be waived upon the submission of documentation during the detailed design review
process that demonstrates,to the satisfaction of MassDOT,,left turns entering and/or exiting Lot A via the
northerly unsignalized driveway will operate safely and efficiently.
o Detailed Review of Final Submission(Plans, Specifications, &Estimates)
within 20 business days following receipt.
o Issuance of Category If vehicular Access Permit—within 5 business days of
.approval of the Final Submission.
Construction activities for the redevelopment of the site can continue to be served by the existing
driveways on Route 125 with the expectation that all of the foregoing state highway
improvements be substantially completed prior to occupancy ofthe Amazon Fulfillment Center.
We trust the forego i .information is sufficient for you to rely upon for the purposes of project
development. we appreciate the ongoing collaboration,and communication with your project
team and look forward to our continued engagement as this process moves forward. Please
contact me if you have any questions or concerns.
Sincerely,
Digitally signet!by NO D.
Paul D. StedmanStedman
Date;2020.073016S1:11-"00`
Paul D. Stem
District 4 Highway Director
Xc: Jonathan L.Gulliver,MassDOT Highway Administrator
Patricia A.Leavenworth,P.E.,MassDOT Highway Deputy dministra or&Chief Engineer
John P.Martin,mead Senior Counsel—Contracts,massDOTAOTA
Frank Suszyndd P-E.,Dqndy District 4 Highway Director
Douglas L.Landry,AI P,Dann Engineering and Environmental Samoes
EXHIBIT D
TRAFFIC MEMORANDUM
fOO16M50;v6)Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
2
LA/VfiAN
555 Long Wharf Move Now Haven.,CT ONI I T-0 203.562MM F-0 203.789.6142
TO■ Jean Enright/North Andover Planning Director
FROM Luke Mauro" PT OE
John Plante, P.E.
Ccit Mac Utsey/Hill wood
DATE. August 27, 2020
R 4
En 1600 Osgood Street
North Andover, Massachusetts
Addendum to Traff is Impact and Access Study
Langan Project No.: 140182701
Langan has prepared this memorandum to support revisions to the site plan resulting from the
permit process with MassDOT, including those comments described in a certain letter issued
to Mr. Mac Utsey, Hillwood Enterprises, LP, from Paul D. Stedman, District 4 Highway
Director, MassDOT, dated July 30, 2020 (the"MassDOT Mitigation Letter"). MassDOT is
requesting certain off-site improvements and driveway management that requires revisions to
the site plan. This memorandum describes the modifications to the site plan that impact
vehicular access from Osgood Street, internal circulation and adjustment to the Traffic Impact
and Access Study dated March 2020 by Langan.
Previously Approved Improvements
The approved development reconfigured the property into two separate lots,, including Lot A
and Lot B, with no vehicular access between the lots, except for the common driveway
approved for the North (signalized) Access Road. In order to provide a comparison of the
requested MassDOT revisions to the previously approved site plan, the following describes the
traff is mitigation and access/egress originally approved:
North Signalized Driv
The north signalized driveway was proposed to include the following improvements:
Provide new signal equipment for full operation and coordinate timing with the
development's southernmost driveway.
{00 1 68384;v2}
1600 Osgood Street
MEMO Addendum to Traffic Impact and Access Study
Langan Project No.: 140182701
Auaust 27,2020- Page 2 of 13
Al Optinnize the timings for these two coordinated signals at the development's driveways
during both the weekday morning and evening peak period.
North Unsicinalized Driveway
The unsignalized north central'driver ay serving existing building nos. 20 and 21 was proposed
to be maintained in the existing condition.
South Unsianalized Drive
The unsignalized south central driveway serving existing building nos. 20 and 21 was proposed
to be maintained in the existing condition.
South Signalized Driveway
The south signalized driveway was proposed to include the following improvements:
Provide new signal equipment and construct an exclusive northbound left-turn lane with
350'r of storage.
Restripe the southbound right-turn only lane to a shared through/right-turn lane, shift the
southbound shared left-turn/through lane west, and provide a striped median to provide
adequate room for re-alignment.
Proposed Improvements
Mass DOT is requesting certain off-site improvements and driveway management that impact
the site plan and access/egress as described in the MassDOT Mitigation Letter.
Off-Site Imr)rovements
The following items have been incorporated into the mitigation program for the proposed
development along the project"s frontage:
Provide a META standard bus bay and bus shelter on the west side of Osgood Street
(Route 125) to service the Merrimack Valley Regional Transportation Authority (MVRTA).
Construct a 12-foot wide shared-use-pa'th extending from the North Signalized Driveway
to the South Signalized Driveway along the west side of Osgood Street(Route 125).
Mill and overlay of Osgood Street (Route 125) within the area of widening.
LAIWGAN
1600 Osgood Street
MEMO Addendum to Traffic Impact and Access Study
Langan ProjeGt No.o. 140182701
August 27,2020- Page 3 of 13
North Sionalized Drivewav
In addition to the previously approved improvements, the following are proposed at the north
signalized driveway:
- Provide addition of northbound left-turn lane with 250 feet of storage.
- Widen southbound approach to the intersection to provide a striped median to offset
from northbound left-turn lane.
Provide crosswalk striping and signage to connect the proposed shared-use-path to a
receiving ramp on the north side of the driveway.
Provide a sidewalk along the southern side of the driveway connecting to a sidewalk in
the office parking lot for the portion of Lot A, servicing Building Nos. 20 and 21.
North Unsignalized Driveway
The following are proposed at the u n s ig na I ized north centra I driveway on Lot A:
Prohibit exciting left turns from this u ns ig n a I ized driveway.
Install channelization island.
Provide northbound left-turn lane with 100 feet of storage.
Provide crosswalk striping and signage to maintain shared-use-path access through the
driveway to a receiving ramp on the south side of the driveway.
The modifications above will be determined by MassIDOT as part of their permit process. The
final configuration of this intersection gill be determined during that permit process a n d may
change. The applicant is pursuing the full movement configuration as it operates today and
without the connector driveway between the parking for buildings 20 and 21 and the northerly
signalized driveway.
South Unsignalized Driveway
The following are proposed at the unsignalized south central driveway on Lot A:
Convert driveway to right-in/right-out access only.
Install channelization island
Crosswalk striping and signage to maintain shared-use-path access through the
driveway.
LANGAN
1600 Osgood Street
MEMO Addendum to Traffic Impact and Access Study
Langan Project No.- 140182701
Au--ust 27,
South Jaign�alize�d �Drivewa
In addition to the previously approved improvements, the following are proposed at the south
signalized driveway:
Provide a southbound left-turn lane with 125" of storage.
Provide crosswalk striping and signage along the west side of Osgood Street (Route
125) for the shared-use-path and a crosswalk on the south side of the Osgood Street
(Route 125) &South Driveway intersection to provide pedestrian access to the east side
of Osgood Street (Route 125).
On-SitLRevisions
The MassDOT requested access/egress management necessitates revisions to the site
circulation.
Provide a driveway connection between the southern signalized driveway (currently
serving Lot B only) and the driveway serving existing Building Nos. 20 and 21, allowing
vehicles in the southern side of the parking lot serving existing Building Nos. 20 and 21
on Lot A to access a signal controlled intersection. The proposed driveway connection
has been located outside the limit of the peak hour eastbound queue length. The Lot A
parking lot connector driveway will be stop sign controlled, and will include ""Do Not
Block The Box" pavement marking and signage to prevent vehicles from obstructing
movements in and out of the connector driveway.
Provide a driveway connection between the North (signalized) Access Road (currently
approved to primarily serve the Amazon Facility proposed on Lot B) and the parking lot
serving existing Building Nos. 20 and 21 on Lot A, allowing vehicles in the northern side
of the parking lot serving existing Building Nos. 20 and 21 to access a signal controlled
intersection. The proposed driveway connection has been located outside the limit of
the peak hour eastbound queue length. The Lot A parking lot connector driveway will be
stop sign controlled, and will include both "'Do Not Block The Box" pavement marking
and signage to prevent vehicles from obstructing movements in and out of the
connector driveway.
Provide adjustments to some curb radii to facilitate truck and emergency vehicle
circulation within the parking lots serving existing Building Nos. 20 and 21 on Lot A.
Rearrange parking spaces on Lot A to accommodate the geometric adjustments. The
total number of parking and loading spaces remains the same.
LA/VGAN
1110109,1104 IN
1600 Osgood Street
MEMO Addendum to Traffic Impact and Access Study
Langan Project No, 140182701
Au ust 27,2020- fage 6 of 13
Support'ling Analysis
The signalized driveways have been evaluated to verify that the rerouting of vehicles via the
proposed office connections provide acceptable traffic signal operation. Figures 1 through 6
show the existing, no-build, and build peak-hour traffic volumes for the roadway peak and
generator peak periods. These figures were used as a basis for the following analyses.
North Access DrivewayZLot.A Driveway Connection
Langan evaluated the traffic impact on the north signalized driveway resulting from the
connecting driveway. As discussed above, the north central unsignalized driveway is now
proposed to limit exiting vehicles to a right-turn movement only. The left-turning exiting
vehicles from the north central unsignalized driveway were re-routed to exit the development at
the north signalized drive ray. 1000 of previously submitted exciting left-tu rn s. have been re-
routed to exit as left-turns via the north signalized driveway. In addition to the connection,, a
northbound left-turn lane was added to Osgood Street and was incorporated into the revised
analysis. Minor signal timing optimization was required to balance the proposed traffic volumes.
Tables 1 through 4 below compare the previously submitted analysis results with the revised
capacity analysis. As shown in the tables, acceptable or previously submitted levels-of-service
were maintained with the connection between the parking lot serving existing Building Nos. 20
and 21 on Lot A and the north signalized driveway (See the attached capacity analysis reports).
In addition to verifying that the proposed operation of the intersection of Osgood Street and the
north signalized driveway was acceptable, Langan also verified that t h e exiti n g queues Wo u I d
not overlap with the proposed on-site office connection intersection. The proposed on-site
office connection is located approximately 295 feet behind the eastbound approach stop bar.
Tables I through 4 indicates that the maximum exiting queue length with the office connection
is a p p roxi mate ly 145 feet. A "'Do Not Blockk The Box"" pavement marking and s.ig na g e are
proposed.
Langan also evaluated the intersection sight distance (ISD)for the north connection intersection
to determine if the available intersection sight distances meet the minimum requirements
established by the American Association of State High gray and Transportation officials
(AASHTO) as outlined in A Policy on Geometric Design of Highways and Streets, 6th Edition
(also known as the AASHTO Green Book). As shown in Table 5, the north connection
intersection ISDs provided at the site driveways meet AASHTO's minimum requirements.
1111IM11111154,411 LAIVSAIV
1600 Osgood Street
MEMO Addendum to Traffic Impact and Access Study
Langan Project No.- 140182701
Auaust 27,2020- Page 6 of 13
Note, if necessary, revisions to the previously approved landscaping plan will be made to
provide the sight triangles.
South Access Driveway ot A Driveway Connection
LL
Langan evaluated the traffic impact on the south signalized driveway resulting from the
connecting driveway from Lot A. As discussed above, the south central driveway as it meets
Osgood Street is now proposed to limit vehicles to right-in/right-out movements only. The left-
turning exiting vehicles from the south central unsignalized driveway were re-routed to exit the
deve lopm e nt at the south signalized driveway. 100% of previously submitted entering and
exiting left-turns have been re-routed to enter/exit as left-turns via the south signalized
driveway. Inbound vehicles turning left into the south central driveway were rerouted to turn
left into the south signalized driveway. In addition to the connection, a south left-turn lane was
added to Osgood Street and was incorporated into the revised analysis. Minor signal timing
optimization was required to balance the proposed traffic volumes. Tables I through 4 below
compare the previously submitted analysis results with the revised capacity analysis. As shown
in the tables, acceptable or previously submitted levels-of-service were maintained with the
connection between the office parking I ot and the south signalized driveway (See the attached
capacity analysis reports).
In addition to verifying that the proposed operation of the intersection of Osgood Street and the
south signalized driveway was acceptable, La n ga n also verified that the exiting queues would
not overlap with the proposed on-site Lot A connection intersection with the South Signalized
Access Drive. The proposed on-site connection is located approximately 325 feet behind the
eastbound approach stop bar. Tables 1 through 4 indicates that the maximum exiting queue
length with this connection is approximately 46 feet. A "Do Not Block The Box" pavement
marking and signage are proposed.
Langan also evaluated the intersection sight distance (I S D) for the south connection
intersection to determine if the available intersection sight distances meet the minimum
requirements established by the American Association of State Highway and Transportation
Officials (AASHTO) as outlined in A Policy on Geometric Design of Highways and Streets, 6th
Edition (also known as the AASHTO Green Book). As shown in Table 5, the south office
connection intersection ISDs provided at the site driveways meet AASHTO's rani-nimum
requirements. Note, if necessary, revisions to the previously approved landscaping plan will be
made to provide the sight triangles., which is limited to the relocation of street trees outside the
proposed sight triangles. Revised landscape plans will be provided under separate cover.
1111111,11034'd2l LAIVGAN
1600 Osgood Street
MEMO Addendum to Traffic Impact and Access Study
Langan Project No.: 140182701
August 27,2020- Page 7 of 13
Conclusion
Based on the analysis, the proposed connections between the north and south signalized
intersections and the parking lot serving existing Building Nos. 20 and 21 on Lot A will operate
adequately and not have a negative impact on the traffic operating conditions. In addition to
these connections, the following items have been included in the proposed it
following ongoing coordination with MassDOT:
North Signalized Driveway
o Provide addition of northbound left-turn lane with 2 50' of storage.
o Widen southbound approach to the intersection to provide a striped median to
offset f rorn n or-thbou n d left-turn lane.
o Provide crosswalk striping and signage to connect the proposed shared-use-path
to a receiving ramp on the north side of the driveway.
o Provide a sidewalk along the southern side of the driveway connecting to a
sidewa I k in the office parking lot.
North Unsignalized Driveway
* Prohibit exiti ng left turns from this u ns ig na I ized d riveway.
* Install channelization island.
* Provide northbound left-turn lane with 100" of storage.
* Provide crosswalk striping and signage to maintain shared-use-path access
through the driveway.
South Unsignalized Driveway
o Convert driveway to right-in/right-out access only.
o Install channelization island
o Provide crosswalk striping and signage to maintain shared-use-path access
through the driveway.
South Signalized Driveway
o Provide addition of southbound left-turn lane with 125' of storage.
Provide crosswalk striping and signage along the west side of Osgood Street (Route
125) for the shared-use-path and a crosswalk on the south side of the Osgood Street
(Route 125) & South Driveway intersection to provide pedestrian access to the east
side of Osgood Street (Route 125).
Off-Site Improvements
o Provide a MBTA standard bus bay and bus shelter on the west side of Osgood
Street (Route 125) to service the Merrimack Valley Regional Transportation
Authority (MVRTA).
LANGAPV
1600 Osgood Street
MEMO
Addendum to Traffic Impact and Access Study
Langan Project .g
140182701
o Construct a 1 -foot wide shared-use-patio extending from the North (Signalized)
Driveway to the South (Signalized) Driveway along the Bret side of Osgood
Street (Route 125).
o hill and overlay of Osgood Street (Route 12 ) within the area of widening.
On-Site Improvements
o. Provide adjustments to some curb radii to facilitate truck and emergency vehicle
circulation within the office parking lots.
o Rearrange parking spaces on Lot A to accommodate the geometric adjustments.
The total number of parting spaces remains the same.
Wangan.comldata\NH \data \1 40182701Wroj t Data Dis ipline\Traffic\Reports\off-site Improvements Summary 11 emoUn an
Traffic Memorandum 8.2 .20( 01 8384-2xB 4F ).do x
uum uhkrirmmm0 4
MEMO1600 Osgood Street
Revisions to Conceptual Off-site ImProvements
Langan Project No.: 140182701
ugust 27,2020- hags 9 of 13
TABLE I -
WEEKDAY AM. ROADWAY PEAK
INTERSECTION CONTROL LANE STORAGE 1100111w - I
TYPE USE LENWIR 202613UILD VEN IMPROVEMENTS WITH OFRCE CONNECTION
Overall
B 12 0.81
Osgood Street EB-LLR D 40-77 0.491 37T 261 D 41.84OF' 28'
(Route 125)& ACTUATED. NB-L 2001 A 2.o 0.02 if
1600 Osgood St COORDINATED 21
North Driveway NB-Tr 350' A 2.6 0,16 199 35' A 2.6 0.14 19, 340
my
r .
S B--T�r >1000' A 8.5 0-78 261' 430' B 11.7 0.81 267" 775"
SB-H 225' A 1.4 0.05 111 88 of
A 1.B 0.05
8'5 611
1-4
Osgood Steet Overall A 5.5 074
� a A 9.7 0.
® 350 90
(Route 125)& D 39,7 0.13 D 43.321' 220
1600 Osgood St ACTUATED- EB-R 350' B 14.2 0.45 01 OR0.54 01 ON
South COORDINATED WB-LTR 90, A 09 9 0.1 ON V A 0.8 01 W
riveway/Racewayl NB-L >1000' A 43 0.2 3" 10, 0.10 ill
convenI ence Store NB-TTR >1000' A 2.1 C 21.7 0.57 66'
Driveway 0.18 25' 411 A 2.4 0.16 21' 371
SB-LTTR 175' A ® 81, 93 9.7 0.83 84 A I
674
MEMO1600 Osgood Street
Revisions to Conceptual Off-site improvements
Langan Project No.: 140182701
Au 27, 2020- Pase 10 of 13
TABLE 2
WEEKDAY PX ROADWAY PEAK
Ion
COWROL LANE STORAGE
INTERSECTION TYPE USE LENGTH 2026 BUILD VM IM13ROVEMENTS MTH OFRCE CONNECTION
--- - ------- (2)
Overall A .4.8 0.84
B 11.9 0.63
Osgood Street EB-LLR 400' D 1 28 D 44.5 0.69 77' all
(Route 125)& ACTUATED- NB-L 2001 - A 40 0.74 1 2'
.
1600 Osgood St COORDINATED
MCCE=11=1
North Driveway i NB-TT 350' 0.64 237' 323' A 7.3 0.74 189F, 2981
SB-Tr >1000' A d1.2 0-19 161 24' A 9.
53
5 0.72 73' 156,
1 W
S8-R 225 A 0.2 0,06 21 A 5.6 0.72 38 20F
Flail I
socam a -
Osgood Street Overall A 0.
A it. 0.59
a Ir
(Route 125)& ® 1 350' D 39.7 0.11 10, 231 D 416 0.30 27' 441
.
1600 Osgood St ACTUATED- EB-R 350' A 8-7 0.29 01 71 B 13.4 0.59 01 181
05 South COORDINATED WB-LTR 901 A 4.9 0.21 01 61 A 4.3 0.19 01 61
Ddvewayfflacewa 58
9
Convenience Store1000' 0.1 ®A 2.9 0.13 7 191
Dniveway NB-TTR >1000, 120' 101 A 4.7 0.55 116' 201'
MEIJI SB-LTTR 175' A 6.5 0.3 134 A 8.2 94" 133"
0.29
MEMO1600 Osgood Street
Revisions to Conceptual Off-site Improvements
4
Langan Project No.: 140182701
A 2020-
TABLE 3
WEEKDAY AX GENERATOR PEAK
INTERSECTION CONTROL LANE STORAGE
TYPE USE LENGTH 2026 BUILD VffH IMPROVEMENTS WITH OFFICE CONNECTION
ift)
EbBffimmw�
Overall 12.9 0. MR=
B 16.9 9
- 088
EBLLR 400' '
41 074 127' 103
® 136'
Osgood Street I D 54.2 0.88 117'
(Routs 125)& ACTUATED. NB-L 200' � 11;
1600 Osgood St COORDINATED
.
A 4.6 013 4F
North Driveway NB-TT 350' A 4A 0-19 27' 4.81 A 3.6 0.13 21' 31
S13-TT >1000' A 81 0.56 170' 267' B 10.8 0.60 237' 305'
SB-R 22510. '3 01 1.7 . o
- 27 A 031 f 31'
Osgood Street overall a 10.3 0.73 B 111. ■
r 0.74
EB-LT 350' D 41.2
(Route 125)& 0.3 25 D 41.3 0.31 261 35'
1600 Osgood St ACTUATED- ES-R 350' 8 14 0-73 21 0 B 143 0.73 31 01
.
South COORDINATED WB-LTR 90, A 0-5 0.06 Of 01 A 0.5 0.06 01 OR
Drivewayfflacewa 0'ice 7H
ATED1. I I ■ I
Convenience Store NB-L >1000' B 17.4 0.68 32' 133' C 22.8 0.78 571 173'
0
Driveway NB 181 ul
-TTR >1000' A 2.9 0.16 20' 47 A 2.9 0.14
SB-LTTR 175 18561
A 9 0.65 63 385' A
99 0467 77
395'
MEMO1600 Osgood Street
Revisions to Conceptual off-site Improvements
4
Langan Project No.: 140182701
A 7,2020 Page 12 of 13
TABLE 4
WEEKDAY P.M,GENERATOR PEAK
INTERSECTION CONTROL LANE STORAGE &� BE 111�1— —-----
TYPE USE LENGTH 2026 BUILD VATH IMPROVEMENTS WITH OFFICE CONNECTION
Overall B- 13.6 0.72 B 18.6 0.89
Osgood Street EB-LLR 400 D 3 .4 0,72 132' 110 D 51.7 0.89 165 145
(Route 125)& ACTUATED- NB-L 2000 - A 6.1 0.05 50 14'
1600 Osgood St COORDONATED NB-TT 350' B 10,7 0,66 269' 421' B 10.2 0.57 173"
North Dri'veway 341F
SB-17 >1000' A 3-8 0.19 271 47' B 10.6 021 7V 999
.
S13-R 2259 A 0-5 02b of 1 W i
i A 4.8 0.27 19 561
Osgood Street Overall A 9. .1 073 A 9.9 0.77
EB-LT 350'
.
D 42 034
(Route 125)& 1 29 401 D ® 0.40 37 461
1600 Osgood St ACTUATED- E13-R 350' B 13.4 0.73 ot of B 12.9 ® 01 ON
South COORDINATED WI3-LTR 90, A 0.8 011 V ON A 0.7 0.10 0 Ot
ience -
R
,;LANE 6, Jou EGE
USE
ver,all B
B 7 D I I I 16
L 2b
173
01
riveway/Recewa 90 1]
Conven Store
Z P NBL >1000' A 4.7 0.37 231 65' A 5.2 0.37 261 81'
- rR 98
Driveway NBTTJR >1 ODO' A 49 O1 218' A ® 0.52 106, 258'
T
all SB-LT.TR 175 0.3 177' B 9 0■ 91 1756
. .I I 1 169 28 1
MEMO1600 Osgood Street
Revis ion s to Conceptual Off-site Improvements
Langan Project No.: 140182701
August 27,2020- Page 13 oft
TABLE5
INTERSECTION SIGHT DISTANCE SUMMARY
LOCATION Design Intersectllon Sight Distance
Speed Passen or Car —Trucks
Re 'red Provided I d Provided
92.1 equire
North Office Connection -
Looking Right(North Signalized Driveway westbound) 25 mph 240 ft >240 ft 390 ft 295 ft'
Looking Left(North Signalized Driveway eastbound) 25 mgh 280 ft >280 ft2 425 ft >425 W
90'
Fesi �r
SpeG7 ed ft
425 ft
South Office Connection
Looking Right(North Signalized Driveway eastbound) 25 mph 280 ft 280f t2 5 ft
425 ft 350f t2,3
Looking Left(North Signalized Driveway westbound) 25 mph 240 ft 240 ft2 go ft
mmmaft� 390 ft 325 ft-4
1 295 feet to the intersection of Osgood Street&North Signalized Driveway
I Requires revisions to the previously approved landscaping plans to relocate trees outside the sight triangle.
1350 feet to internal Amazon stop-controlled intersection
4 325 f eet to the intersection of Osgood Street&South Signalized Driveway
utl@ull�l uul�¢4°, 0011�1�0 "II�ll0�10@�u�luu�luul�Hl��Q�10&� V01�11 ��IOOII�IOOII�IOO��p0011�10@uull�lu9ll�luu I�fl" uu uull�lu9�luu ��111�11�106�IOBP�IOOII�IOO�VII�llu I�uul�lluu uu OOIVHI001�0@I@II�I�I��II�I Il�luull�luull�luull�luu OOII�IOOII�ION �I�IO�A�IIOOII�IOOI�I�tltlII�I�IWI�II�IUCIm11001�"MuuII�I�Iuu��Nh1�OG°�I�VG°�IOO�IOOII�IOOII�' 0911�1uull�luull�l�lmfiuu II�100�10011�10011�10@I@Il�luull�luu�u�ll�luull�luull�luull�luu
2 °�
11
4
Lh CA
EA
46
46
NORTH DRJVEWAY 1 8 (%33) ---+
14 (23)
SITE %ftI
4%
NORTH DRIVEWAY 2
OD
8
SITE
Cn CA
00
c
12 (77) ---+ Ln CA
SITE 0 Co
CA
( 7
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16W OSGOOD STREET j 1 -1 If- 11 (11) RACTNAY
11 (46
En
to
Un
LEGEND. 7-0
TRAFFIC SIGNAL 0
PEAK—HOUR VOLUMES Alin (PEA)
L A/VfiA/V Pro*t DraWing 17fle pmIsd Draking No.
UMM EMi=ww 16M OSGOOD 2018 EXISTING ROADWAY Date '4mwc"
.%6 Long WW Dft STREET VOLUMES-SITE Mown By FIG* I
T:203 62ST71 R 0&78U142 wwwbrgencam Owdod By
Date:WU2020 Time: .bwillsey Style Table. 1 -0101
co
Ln W
CA 001%%
Ln
41L
&W OSGOOD STREET
NOM DRIVEWAY 1 8 (33), 1 T
14 (23) cD L4
Ln
SITE
CA
1 EM C)SCAMID STREET
NORTH DRIVEWAY 2
4 (142) +
11
%J
S'I TE
4%. 0
00 Ln
&M MCADOD STREET
C SOUTH DRIVEWAY 1 11 (27)
26 (116) co CA
CA
SITE
4
CO fD 7 (27)
2 (0)
16W OSGOOD STRET RACEWAY
SOUTH DRhIEWAY 2 DRKONAY
1 41 +
12 (48) cA p. w
co cri
to CD
K3
OOM%
LEGEND
TRAFFIC SIGNAL & 1 0
PEAK—HOUR VOLUMES AM (PM)
OF TRAWIC
DIREC11ON I T r
t Drawing Title Projed No. Drawbg No.
L A AlViiA N 2026 NO—BUILD 140182701
Lmgan EngInmWing ard 1600 OSGOOD Dot*
EnAmnmantW Services,Inc, ROADWAY PEAK—HOUR
555 Long Whid Drive STREET
_SITE Drawn By FIGe 2
MIFFIC VOLUMES
Nm Haven,CT OMI I C
-9
DRIVEWAYS (%0*4W By co
T'20,56 771 F.203.789,6142 wmiangBA= NORTH ANDOVER MASSACHUS ffllvlrffl� cim Shmt 201
Date:8r25r2M Time:14,00 User bmillsey Style Table:Langan.sth Layout'Fig.2 Document Cade: 140182701-02WKT1 01-0102
U
ogppppapppp p��pp�p�o�roor�oor�0000000000000000000000gp�pp�ppppppppppp�looioi000000000000000�ppp�ppppppppppppppppppppp�gpploor�oa0000000� �p��ppppppppp�pppppp��od00000000a000000 r��000 �
��������������l0000000aoaa000000r�oor�or�0000r�000000000000000pppp�� Il0000000000000000000000gpppppp�ppppp�pppp�pppppp���pp,alooa0000. ��I�IG900��O��OOOOOOOOOOOOOOOId000011��� . �ppppappppla000000000ppo�0000000000000000000000aoo�oopigl��������������������loo�0000000000000000000�ppo IOOOOOOOP p�!�a0000000000000ppG9��a����������������������ll0000000000000000000000000000000000gppppppppppppppppppp�ppppl000l�l00000000000000
�Ilh�lln
NORM DRIVEWAY 1 11 (17)
13 (7)
SITE
NORTH DRIVEWAY 2
1 1
co
SITE
SOUM DRIVEWAY 1 1 T
co
oa
SITE co
.4h. co
co L4
co
0 ER 0 115 1 4
16M C6030D STREET RACEWAY
{
1 1
co
co N%woo
SEEM 0
om% NJ
LEGEND %ft.,e
NORM
ma 9
TRAFFIC SIGNAL 19
PEAK—HOUR VDL MES AM PIS
'4> NJ 4
DIRECTION OF TRAFFIC
Langan LAjNfiA/V 2018 EKISTING 14MB27CH
Enftrmentd Sonim,Int GENERATOR PEAK—HOUR 0
Us LON Vftd MR STREET FIG. 4
TRAFFIC VOLUMES—SITE Drawn By
Now Hawn.CT t 9 BTW
DRIVEWAYS Chm*od By
! P203.789.6142
1 r bwillaoy Styl : 1-
I o
������������������������������������P�d�00000000000000000a00000000000000000000000�0000a000000000000000000000000r OOOO���O���OO����OOOOOp�0001d�I�00�dP�01d000��00�o�OPIl01Y0001im00000 or��pppp���ppppp�p� o�r��oogpp0000000000� ppppppppppppppppppppp�gpppp�ppp���000�ppp�ppppppppppppppppppppppppppppppppppppppppppppppppppppppp�ommmm 8;0�000000000000000000000000000��0�90000001d�0000000000000000�Id�d0�000000000000000000000pp0000000000000000000000p00000000
�12
0
0 (101
illl�llli
11 (17)
13 (7) ----+
CD
SITE
4%
00
1600 0 co
GOOD STREET
1 8
Ch co
to
46
,-% -0.
(A 40.
1600 Mcom STREff
SOUIM DRIVEWAY 1 1 T
SITE M
00
SITE
1
15 1
co CD
LEGEND
TRAMC SIGNAL
PEAK-HOUR VOLUMES AM PM
LA NfiA/V 2026 NOLBUILD 14MB27M
Langart DIRECTION OF TRAFFIC
EWmnrnmW i . GENERATOR PFAK-HOUR
Drive STREET FIG. 5
MFFIC VOLUMES-SITE '*us"By
Ww Haven,CT Offil1
DRIVEWAYS ms*w By
T,=.%b771 F:20C.M.6142 wwWa n®oor
E 11 Document Cade: 1
LQ
-A Ln
%-4 -0-
00 CA
0
%W.00
16W MC)OD SMET
NOM DRIVEWAY 1 256 (284)
26 (29) L4 M
0
00
SITE
LP %4
%&Moo%%We
NC$ffH DRIVEWAY 2
19 (28) -P. CA
C" -.4
4b-
SITE 00 0
cc
Co
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SOUTH DRP/BNAY 1
(81) w Lw
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SITE
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0—k 00
C" %%wow
5 (14)
4-- 0 (0)
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0 (0) --too, I T r
205 (231) cA 0i
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LEGEND
TRAFFIC SIGNAL
PEAK—HOUR VOLUMES AM (P1M)
DIRECTION OF TRAFFIC Ul
%%ftm-mwop P
Project DraWing 71fle project him DmWng No.
1w A NfiA iV 2026 BUILD GENERATOR] 14DIB27DI
Lwgan e4neming and 7w] 1600 OSGOOD Onto 07/22/2020
&Mron=nWf Sendess,11= PEAK-HOUR TRAFFIC
STREET
555 Long WWDrhre MGM 1;y FIG* 6 1
Ww ftmn,CT 06511 VOLUMES-SITE
DRIVEWAYS Chocked By
7:203M.5771 F.203,789.6142 wwwJspgenJ= NORTH ANDOVER MASSACHUS C&I Sh"t 6 Ole
Date:WR2020 Time:14,01 User twillsey Style Table.Langan.Vb Layout Fig.6 Document Code. 140182701-0208-KTIOJ-01 OB
North Signalized Driveway with
Internal Site Connection
Capacity Analysis Reports
Lanes,7: Osgood $treet (Route 126) & 1600 Osgood St North Dr'w' eway 1
Volumes, Timin s 2026 Build Improvements(Roadway Peak)AM
INS
woo 4
Co
/
r
83
Lane Configurafions
Two Vd urne(vph) 59 5 4 340 1953 3
Future Volume(vph) 59 5 4 349 1953 3
0W%**PQ 190 1900 1900 100 19W 1900
Lane Width( 2 12 11 11 11 11
Storage Length ft 200 0
Storage Lanes 2 0 1 1
t *-r L 6 (A-) 25 5
Lane mil.Factor 0.97 0.95 1.00 0.95 0. 5 1.00
0.995 0Ab
Fit Plrokded 0.955 0.950
mm
70 0 145 3251 3455 1020
F t OW
Permitted 0.95 0.058
F m
2670 0 107 3261 3465 1020
Right Turn,on Iced Yes Yes
.w m
1 4''i
'.
Unk S. rni h 25 40 40
�.*000CP 1470 31 1704
Travel Times 40.1 6.5 29.0
tier 11eh�cles 33 0 01 79 1 539
140 1
Shared Lane Traffic(%)
m. .
u F
.a
13 41
T
Type Prot pm+pt NA NA Prat
^ u
Perrn4 u{;-
Phases 0
Swkh Phase
m
Minimum Split(s") 13.0 9.0 13.0 13.0 13.0
"
20.0 10.0 70.0
Toth Spilt ' 22.2% 11.1% 77.8% 66.7% 6 .7%
Yellow Time(s) 4.0 4.0 4.0 4.0 4.0
" 0"" 1"o 1.0 1.0 1.0 1'0
Lost Time Adjust s) 0.0 0.0 0.0 0.0 0.0
T a 5.0 5, 5.0
^
M16"
LeacKag Lead Leg Lag
41,00
.
Yes Yes Yes
Vehicle pension(s) 2.0 2.0 2.0 2.0 2.0
None ire Ni G-Min .�.
Act Oct Greens 9.7 70.3 70.3 68A 68.4
4�
0.,
ata 0,11 .0-18 075 0,70 0.70
v/o Ratio 0.52 0.02 0.14 0. 1 0.05
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 41.8 2.8 21.6 11.7 1.8
LS D A A B A
itlIC0101r''''glfttl010ii10101010101001"�11I010101RI0101010101101010101�11mo1 1010101010101�101010101010101010101 INIAIIflINI�a�lmmmrr ^ INflIPfi' ,,YIIOIIOIPIC,IOIOIOIOIOIOIWIOIOIOIOIIIPIIOIOIOIOIOIPI01010101010101010101010101010101010101010101010101010101010101010101010101010101010101!910101IIOIOIOIOIONI,flIIIPmIOIrrmmmmmmmIl�illi ^, ^, ,^,, q,ttW�,^,„ , ,,,
Forth Andover Development CJM Langan
1401 701-2026 Build with Improvements AM(Roadway Peak).syn Page 1
rr.;.,/rii rr r✓iir „r,.r.,r,,,, ,:,r,..r, ii rrirr �. r r r.. .rii fir. ri
T., Osgood Street(Route 125) & 1600 Osgood St North Driveway 1
Lanes, Volumes, T' uIld Improvements(Roadway Peak)AM
4
App Bch Delany 41.8 2.6 11.5
Approach LOS C A B
I, -� (ft) ' 0
Queue Length 9%(ft) 28 m 4 #775 11
is bl 9361 1624
Tura Bay LengM(ft) 200
Bass Capac4(vph) 462 94 260 225 75
Star adon Cap Reductn 0 0 0 0 0
SpIlback Cap Redudh 0 0 0 0 0
Staimp Cap Reductn 0 0 0 0 0
Il l
iNy drll
1/
Ama Type: Other
Gyde Length:90
µ
i tl
Offset:02(,69%),Referenced to phase 2:SBT and 6: BTL.:Start of Green
w
Control Type:A tulate Coordinated
r
r.
Intersection Signal Cep 12.0
v � O ICU Levsl of SeNics
Analysis Period ire 9
m W„ ,
# 5th p r"n le r me exams ca acl .
�.. ��� ��. ����, .� ,�.w ��. ���#queue rosy�e longer
xw
m Volume fbr 95thi percentile queue is metered by upstream signal.
S lid and Phases: 7-.Os ad Sit Route�125 1600 ONood St North Dy' �
r
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IOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOIOII�IIMmmmmmmmmm�mmm mmmol�ol� Ilmmmmmmmmmmmmmmol�mollOmm�I10101mmmmm�mmmmi ,� �tlI01011tlI010101�oioioioioioiom�
Forth Andover Development CJ i Langan
140182701-2026 Build with Improvements A (Roadway Peak).syn Page 2
�: „ ,
T Osgood Street (Route 125) & 1600 Osgood St North Driveway 1
Lanes, Volumes, Build Improvements(RoadWay Peak)PM
4 41
pt
, „!1 I
Lane Configurations
Triiic Vdume(vph) 18 4 8 11492 632 82
Future Volume(vph) 185 4 0 1492 532 62
Ideal Flow(vphpQ 190 1900 1900 19M 1900 1900
Lane Width ft 12 12 11 11 11 11
Storage Length ) 0 0 2DD 0
Storage Lanes 2 0 1 1
7aper Lsngh 25 50
Lane Utl.Factor 0.97 0.95 1.00 0.95 0.95 1.00
Frt 0.997 0.85
Fit Protected 0■953 0.950
$4 *Oro 2707 0 1745 M 3388 1290
Flt Permitted 0.953 OA09
04,
27 0 51
0"! -
Rlght Turn on Red Yes lies
Wfkk" 84
Link Speed(mph) 25 40 40
*0**#0
� a
140
Travel Time(s) 4 .1 .5 29.0
0 0 '� �97 .
w
Heavydes 9 0 0 1 3 6 21
04�WM
._ '..a rl�.d�,��;: 64 ,
64
Shared Lane Trafi
�� Nn 4
Tura Type Prot pro t NA A Prat
I n
Permifted Phases
Witch Phase
1i
t
Minimum Split s) 13■0 9.0 13.0 13.0 13.0
1*40W: ■0 0 67,0 56.0 68,0
Tom Split 25.6% 10.0% 74.4% 64.49 64.4%
m
*RAN) lox 4.0 62,0 53.0 53.0
m„,�111 Irm m,II�w 04
Yellow Time s) 4.0 4.0 4.0 4.0 4.0
1,0 1.0 1;
Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0
I .0 5.0 10 5■0 5.0
Leadll.ag Lead Lag Lag
Yes Yes yos
Vehicle Extension( ) 2.0 2.0 2■0 2.0 2.0
..
None Noe CCr-Min
Act Effct Green s) 13■5 88.5 85.5 04.7 644.7
.Ad is dqtc Rao 0.15 0.74 044 0.72 0.72
v1c Ratio 0.69 0.01 0.63 0.23 0■07
Corti Delay 44■5 4,0 7.3 9.5 5;5
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 44.5 4.0 7.3 9.5 5.
LOS D
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North Andover Redevelopment RJS Langan
140182701-2026 Build with Improvements P (Roadway Peak).syn Page 1
rrti
7.0 Osgood Street(Route 125) & 1600 Osgood St North Driveway 1
Lanes, Volumes, TIMI s 2026 Build Improvements(Roadway Peak)PM
4
..,,,,,,, r icy, „,,,,,,,,,,,,, ,,,,,�, ,,✓rrOiiu„ „�„��iiii�%�����;;,��,,^,�,iiiiaiiiiiiiiiiiiiiiiiiiiiiiiiiip/iiiiiiii�ii„ ,,,/i/� ,,.�/iiii���„
AL ss
Approach may 44.5 7.3 9.1
Approach LOS D A A
Quua Length 77 1 199 7
Queue Length 9 th(ft) 51 m2 293 156 m20
' I 1300 301 1624
Tum Bay Length 20
Base capad� 43 598 2551 2433 M
Starvation Cap Reductn 0 0 0 0 0
Storage Dap Reduce 0 B 0 g 0
Reduced v1c Rats 0.52 0.01 0.63 0.23 0.07
/,
r� � /
������� % �
'/
�I / 11�J
■
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;yd
Offset.31(34%),Referenced fio phase 2: BT and S:I BTL,Mart of Green
owt 0
Control T pe:Actuated-Coordinated
]no n Si r al Delay 11. Intersec on LOS:B
Analysis Period(minj 15
m Volume for 95th percenfile queue is metered by upstream signal.
life and Phasas: 7: Street Route 125 162 O ood�North D m 1
"WIL
1
coo
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North Andover Redevelopment RJS Langan
1401 2701 -2026 Build with Improvements PSI(Roadway Pe k).s n Page 2
7." Osgood Street(Route 125) & 1600 Osgood St North Driveway I
Lanes, Volume 26. Build
4
sef
EBR
,9„
Lane ConNurations
Traffic Volum NO) 264 26 32 291 1254 317
Future Volume(vph) 264 26 32 291 1254 317
(vphpl) m 1900 1900 100 1900 1900
Lane Width(ft) 12 12 11 11 11 Il 1
Storage ft) 0 0 200 0
Stange Lanes 2 0 1
tA*' Of) 25 50
Lana Util.FacbDr 0.97 0.95 1.00 0.95 0.95 1.00
0.987 0.860
Flt Prokcied 0.956 0.950
NPW(01DO 0
1746 Mi 3455 1,516
Fit Puled 0.956 0.13
a
3366 0 239 3261 3465 1 1
glut Turn on Red Yes Yes
® n
34
Link Seed(mph) 25 40 40
147
331 1
Travel Times 40.1 6.5 29.0
0.60 Q$ 0.,96
Heavy Vehides ° 4 0% 0° 7 1 39
43 r ,
33 33 136
n N
Shared Lane Traffic(%)
303 f �k*
33
Turn Ty Prot prn f M lA Prot
6
Permitted Phases 6
3
*16
e .
401
2
SvVitch Phase
&. 419 .0 4
Minimum it(s) 13.0 9.0 13.0 13.0 13.0
r10N: i4n. r
Toth `
plrt 22.2% 11.1% 77.8% 66.7% 6.7%
'40 1!fWI
10
H I •
Yellow Time(s) 4.0 4.0 4.0 4.0 4.0
Lost Time Adjusts .0 0.0 0.0 .0 0.
-
P �� .- � 5.0
of �f 5,0
Leadfl-ag, Lead Lag Lag
Lead,-Lag«OPM,ze7 Y% Yes Yes
Vehicle Extensions 2.0 2.0 2.0 2.0 2.
Act Ef fot Green s 14,E .4 6,4 69.4 59.4
- r• .
� � Ratio 0.16 0.73 0.73 0.66 0.66
We patio 0.88 0.13 0.13 0.60 0.31
ConW may 54.2 4.6 3. 10.8 1.7
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 54.2 4.6 3.6 10.8 1.7
LS D A A B
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North Andover Development CJM Langan
140182701-2026 Build with Improvements AM(Generator Peak).syn Page 1
•
Osgood Street (Route 125) & 1600 Osgood St North Driveway I
Lanes, Volumes, uIld Improvements(Generabr Peak)AM
„
B E,
or////ir
',,,,,,,,, ';'/
Approach[.lays 54.2 3w7 9.0
Approach LS D
Pme. 136 4 21 237 0
.Queue Length g (ft) 117 11 31 305 31
IntematibOw 0) 1390 301 104
Tum Bay Length 200
Base Capes(vph) 567 257 2369 2281 11-1
Starvation Dap Reduce 0 0 0 0 0
P0k4.0*i0** a, 0 0 0 0
S# rage Cap Reduce 0 0 0 0 0
rr/ii., rr r r r r
b0w
a /Cycle Length:90
1
Met:02 g ,Referenced to phase 2:SBT and a DTL,Start of Green
ontrnl Type:meted-Coordinated
�0, *0*`0*
Ire Intersection LOS:B
CU
terser Signal De! 1 0
�eve'of&wme ,
Analjs Period(miry)1
&16029 122q__.
Splits and Phases-0 7-,,,,2Nood Strett RD&12 s St North Dnve I
SEEMi%
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North Andover Development CJM Langan
1401 701 -2026 Build with Improvements AID(Generator Pe .s n Page
7: Osgood Street (Route 125) & 1600 Osgood St North Driveway 1
s y
d�Imp�rovements(Generator Peak)PM
t 1
L*ns G' u ,
Lane Configurations "
Traft Vd me(vph) 342 29 28 1276 432 280
Future lloiume(vph) 342 29 28 1276 432 280
1900 1900 1900 1900 IBM 19M
Lane Width 12 12 11 11 11 11
Stye Leah 0 0 200 0
Storage Lamas 2 0 1 1
Taper ng ) 25 60
Large MI.Facbr 0.97 0.95 1.00 0.95 0.95 1.00
Frt 0.8 DYE
Fit Protected 0.956 0.950
Saw.Row 3388 0 1745 3455 3388 151
FIt Permlbd 0.956 0.451
Satd.Flow�(Pam) 0 828 3455 3388 1516
Right Tum on Red Yes Yes
Sad:Flow(RTOR)' 288
Link Speed(mph) 25 40 40
Unk Ustmee(A) 11470 381 1704
Travel Time(s) 40.1 5.5 29.0
. 3 0. 3 0.,97 0.97
Leavy Vehides 3 0 0% 19 3 3
60 46 0_.. 1372 445:..: 289
Shared Large Tic
89 30 1372 446 28
Turn Type PMt pm+Pt NA IAA Prot
'I. 2 11,2
Permitted Phases 8
2 .2
Switch Phase
„m8.0 &D 8 Z AkO.
Minimum u Split(s) 13.0 9.0 13.0 13.0 13.0
Tote Spift 25.6% 10.0% 74.4% 64.4% 64m4 O
04*4*�(q
11 *0 82.0 53.0 53.0
Yellow Time(S) 4.0 4.0 4.0 4.0 4.0
4900,
I II 1: 1.60 1.0
Lost Time Adjust s 0.0 0.0 0.0 0.0 Om0
ToW Lost 11me
Lea&Lag Lead Lag Lag
Leak-`-M-100-100?- .
Yves Yes
Vehicle Extension s 2.0 2.0 2.0 2.0 2.0
None None "ire C-4n C*
Act Oct Greens 17.5 52.5 62.5 57.1 57.1
A tuaWd q(C Redo 049 0:59 0.69 0.63 0.63
v1c Imo 0.39 0.05 0.57 0.2/1 0,27
ontr l�ly 51.7 6.1 10.2 10.Y 4.
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay 51.7 5.1 10.2 10.6 4.
LM D A B B A
ulllll"9IIIICIIIPrcmi m;ioioioioioiomoi nrmsioirao irio oioioio ioioi o
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[Worth Andover Redevelopment RJS Langan
140182701 -2026 Build Frith Irnpravements Phi(Generator Peak).syn Page 1
.
Osgood Street (Route 125) & 1600 Osgood St North Driveway 1
Lanes Volumes, imi 2026 Build....... ,,-,,,-EBL -NBL NBT, -,SBT-11111,//-- B1 ..........
Bch Delay 61.7 10.1 8.
Approach LOS D B
Queue Lend 50th M 185 5 173
Queue Length 95th( ) 145 m14 841 99 5
0**L.-j'hk DW.(A 1390 301 1624
Tum Bay Length(ft) 200
0*000*00) 584 616 2401 2151 1068
Starvation Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0
r r Sri,rrriiiiii � i/ r r / r rill r r �r r / /
/ r /
Area Type: 00W,
�Length:90
n. . .•
Offset: 4 Referenced to phase :SBT and :f BTLF Start of Green
CMtr l Type:Actuated-Coordinated
In n Signal Delay:18.5 Intemection L S:B
v
h
54. %
Irv. i hr it".
Analyses Period(min)1
m Volume for 9 th percentile queue is metered by upstream signal.
�dPh�ase�&;, T Osgood Street(Route 125)&1600 CMood St North Ddyjway I00
Borth Andover Redevelopment RJS Langan
14 18 701-2026 Build with Improvements PAS(Generator Pea .syn Page
South Signalized Driveway with
Internal Site Connection
Capacity Analysis Reports
4N Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Dn"vewe
Lanes, Volu 9s, Timi s 2026 Build Improvements CC(Roadway Peak)AM
ESL,
T
Lane Configurations 4 F ttl% 416
Tic Volume(vph) 18 0 97 11 0 7 107 39 9 12 1714 44
Future Volume(vph) 10 0 67 11 0 7 107 389 9 12 1714 44
!deal Flow(vphpQ 1900 1900 19M f900 1900 1900 1000 1000 1900 lsob 90 19t�D
Lane Width(ft) 11 11 11 15 1 15 11 11 11 1-1 11 12
'Lane t.l61..Facer 1.00 1.0.0 110 1.00 1.00 1.00 1.00 0.95 0_95 0.06 0.95 015
Fr# 0.850 0.947 0.997 0.996
Pft ftt000 0.950 0.970 0.950
Satd.Flow(prot) 0 1745 1551 0 1931 0 145 3258 0 0 3410 0
-,::iW Pft
02
.74 4 0.806 0.051 0.951:P�vi
(pep),n 0 1353 1561 0 1605 0 112 3286 0 0 3243
lies yes yes Yes
atdi Flow(RTOR) 160 85 4 3
***0*
25 25
Link Durance ) 537 334 1171 264
14.6 9.1 20,
Pea Hour Factor 0.42 0.42 0.4 0-.50 0.80 0.80 0.95 0."',
9 0.95 0;95 0.95 0.95
. .
W
Adj.Flow
phi
35 0 160 14 0 9 113 409 9 13 1804 45
Lane I coup Flow(vph) 0 38 160 0 23 0 11'3 418 0 0 1863 9
P Prot Pqrr� NA
PmkdW Phases 3 3 3 1 5
De%ct
r Phase 3 3 3
3 1 5 2 2
a
n
Minimum Initial 8.0 8.0 8.0 8.0 8.0 4.0 8.0 8.0 8.0
n,,
I n
i ,�» 1 , 1�� .
0
. ,. r
;a0 to
Toted Split s 30.0 30.0 30.0 30.0 30.0 kO 60.0 40.0 40.0
14INS Y/� ��jfJ/a -/# �IILL''}i��_f�} ++��
% 3,3% 335 0 .. 9►Me q 3 ..3 66'7 44.
Maximum imum Green ) 25.0 25.0 25.0 25.0 25.0 15.0 55.0
n
'I d .0 4.0 4,0 * 4. 4.0` T ,
Fled Time(S) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
M
Nn
Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0
40" Lead Lag Lag
Lead-La Optimize? Yes
� lies lies
. 2 0
0 2,0 2.0 2.0 0 0 2,R 2.0 tb
Recall Mode None done None None None None Min -1 in !Alin
62.1
Actuated g./C Ratio 0.10 0.10 Oslo 0.79 0.79 0.59
Ratio ..i.9 0,54 0.10 i 7 0.1 0* 3
Control Dewy 43.3 13.8 0.8 21 2.4 9.7
Queue 06ay 0.0 0,0 0,0 0.0 0.0 0,0
Total Delay 43.3 13.8 0.8 21.7 2.4 9.
OS D 13 A D
Approach Delay 19.5 0.8 6.5 9.7
Queue Length 50th(ft) 21 0 0 11 21 84
North Andover Development-CJi Langan
14018 701-2026 Build AM with Improvements(Roadway Peak)- roas- onnecgon.s n Page 1
■
4m. Osgood Street(Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivewa
Lanes, Volumes, imin s 2026 Build Impmvements CC(Roadway Peak)AM
EBL,
Queue Length 9th(ft) 22 0 0 66 37 # 74
Inte al Link Dist h 457 254 1091 174
Tum Bay.LenO(ft)
Base Capacity(vph) 373 54 507 3 0 � 40
*00��. a "RodUch
0 0 0 0 0 0
Spillback Capp F eductn 0 0 0 0 0 0
Serge Cap Ruch? 0
Reduced A Ratio 0.10 0.29 0.05 0.31 0.15 0.83
0
ooi oo Afea Type. Other
9.0
Actuated Cycle Length:90
OW 0,(0%),Refer"cedto%p�aw:MMT zW:6fign,%wtof.GMn,Meft
Natural Cycle:7
Ctl Type,Actuated-CoordinaW
Maximum v/c Ratio:0. 3
irfersen Signal IIy (•
Intemeckn Capacity Utilization 0A ICJ Level of Service D
Ari4isis Period(min)15
scfiptlon:MassDOT 1168
Queue shown is maximum after two cycles.
01
lift and Phases: 4:Q�pcd StW(Route 125)&1600.0agood St South D.,,,,,n'vegj Ma Convenience Stom Ddiveway
1101 go
P.
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North Andover Development-CJM Langan
1401 701-2026 Build Aft with Impmvement (Roadway Peak)-Cross- onne tlon-syn Page
Lanes, Volumes, �Iufld�IMP�Mve�men�ts CC(Roadway Peak)PM
r
4." Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivews
BR
Large Donfiigurz&ns �����
4M
Traffic Volume( ph) 34 0 135 11 0 27 76 1399 26 9 684 1
Future Volume ph) 34 0 135 11 0 27 76 1399 26 9 584 16
Idesl Flow(vph�) 1900 1900 1900 1900 1900 1900 1900 1900 1900 19W 19M 1900
Lane Width 11 11 11 16 16 16 11 11 11 11 11 1
�:qne-Ufil.Facer 1.00 1.00 1,00 1.00 1.00 1.00 1.00 0.96 195 0.95 0.96 6
Frt 0.60 0.904 0.997 0.996
Pit. .- 0.950 06 0,950 0.M
atd.Flog(prot) 0 1745 1561 0 1919 0 1745 3445 0 0 3439 0
Fft Permifted 0.907 004 0.368 0.929
aftd.Flog(perm) 0 1666 1561 0 1740 0 676 3445 0 0 3198 0
.Mght Turn on Red Ifs Yes 'desYes
Satd.Flow T ) 199 85 2 3
ink S(mph) 25 25 40
Link Distance 537 334 1171 254
Trams Time(s) 14.6 91 20.04.3
Peak�ro�r Fa ctor 0.66 0.66 0.66 0.30 0.60 0.60 .95 0.96 0.95 0.95 0.95 0.95
.a i e
9
.(yph)Frog
Add. 0 19 14 0 34 6 147 9 61 17
04
Lane Group Flow{ h) 0 50 199 0 46 0 60 1500 0 0 641 0
. -, N
Prod Phases 3 3 3 1 6
Per d Phases 3
Decor Phase 3 3 3 3 3 1
Swft
ha
Minimum InlUal s) 8.0 6.0 8.0 8.0 6.0 4.0 6.0 6.0 3.
sip
Total Split s) 54.0 54.0 54.0 64.0 54.0 17.0 ko" 19.0 19.0
Ift(5)
e.
A
.
Maximum Gree(s)n (s 49.0 494.0 49.0 49.0 9.0 1 4.0 31.0 14.0 14.0
4*0 4.0_._. Bi Sir'.F .
0
YeRew 7im eAll-Red 7me(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost T! e AJus, O.D 0.0 0.0 0.0 0.0 0,00
Total Lost Time s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize? Yes Yes Yes
Vehicle tension s) 2,o Zo U 2.0 ;IQ ;_0 2,0 2,0
Recall Mode None None None None None None D-Min - in in
Act Effct tree,(s) 9.1 0 9.1 70.9
VU
Actuated Rego 0.10 0.10 0.10 0. 9 0. 9 0.6
/c Ratio .30 I��+iiiR' 0119 0,13 55 V R29
Control Delay 41.6 13.4 4.3 2.9 4.7 6.
queue Delay 0.0 01t0 0,0 0.0 0.0 0.0
Total Delay 41.6 13A 4.3 2.9 4.7 6.
WS D B A A A
Approach Delay 19.0 4.3 4.6 6.
Approach LOS B A A A
Quelue Le 5 ' ) 27 0 0 7 116 94
North Andover Development-DJ 1 Langan
14018 701-2026 Build PM with Improvements(Roadway Peak)-Dross-Connection.syn Page 1
a
. Osgood Street(Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivews
Lanes, Vo1uM!2,.T I
2026 Build Impimovements CC(Roadway Peak)PM
.0A --ib.
EBL,// EB WOL PLTNBT NSR/ -SR N8L
Queue Lengib 951h .,
( 4 15 5 19 201 133
Intemal Unk Dist ft) 457 254 1091 174
�WM Bay L no(ft.),
Base Capacit 'h 907 940 95 574 2713 2215
R 0 0 0 0 0 0
Spillback Cap Reduce 0 0 0 0 0 0
Storage Cap Rdctn 0 0 0 0 0 0
Reduced Wc Ratio 0-D6 0.21 0.05 0.12 0.55 0.29
Area Type: Mer
oycle ,A.:.go
ti
Acated Cycle Length:9
Ot*#Pphaw-2-:8 �n
m t rw .
Nature Cycle:40
Maximum vic Rdo:01.59
u
m
O
lntersecfion Capacity Utilization 77.9% ICU Level of Service D
� .
-°°,47747
fly,
C iplion:Mass,DOT ID:116
Splits and Phases: 4:Osgood meet Route 1 5 1500 Osgood St South Ddivieway 2Raceway Convenience ire Driveway
0
I •
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North Andover Development-CJM Langan
1401 2701-2026 Build PSI With Improvements Roadway Peak)-Cross- onn otlon. n Page
0 Osgood Street(Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Dri'vews
■
Lanes Volumes, r ■
min s 2026 Build Improvements CC(Generator Peak)AM
,L ne G BL
`, ' BL; { SB
TBF
Lane Donfi ura ons 4 41�
Traffic Volume(vph) 28 0 207 8 0 5 287 347 5 8 1-134 56
Future Volume(vph) 28 9 207 5 0 5 287 347 5 8 1134 5
Ideal Ff o�y(Thp!) 1900 1900 1900 1900 90 MO 190 190D 19M 19D6 060 IA
Lane Wdth(ft) 11 11 11 16 15 16 11 11 11 11 11 1
*e'Uhl Fa 1.00 1.00 1.00 1.00 1.00 1.00 1 J 0,95 015 .95 0.95 0■95
Frt 0.860 0.949 0.993 0.4 9"3
F
P 0_10 0,950
+ rv... OY
Batd■Flow(profit) 0 1745 151 0 194 0 1745 3288 0 0 3401 0
F4 P 0. 7 M36 M03
..
Said.Flow(Perm) 0 1372 1551 0 1543 0 245 388 0 0 3241 0
Yes Yes yes
Yes
Satd■Flow( TOR) 339 95 3 B
5 25 40 40
Link Distance f 537 334 1171254
a
Pee
Hour Fa%ctor 0. 0 0.60 0.50 0.30 0. 0 0.00 0.95 0.95 0.9 0.95 0.95 0.95
� 0 �` 4% 0%
Adj. a 0 0 5% 0% 0 �
'(yph]IW 47 0 45 10 0 5 30. 355 5 3 1194-- -
5
:OWN
Lane Group Flwr
0 47 345 B 15 0 302 30 0 0 151 0
Pe
PM
-
ProWded Phwes 3 3 3 1 5
-
i
Deter Phase 3 3 3 3 3 1 5
a
Minimum Initial(s) 8.0 8.0 8.0 8.0 8.0 4.0 8.0 81,tm
P.
8.0-
. ° r
w ,. �'�
D i10 10
Tow
PIN s 30.0 30.0 30.0 30■0 0.0 20 50■0 a 0,.0
+
33. 33.3% 33 333 t. 0. #A0
°
u.
r 4x
Maximum Greens 5.0 25■0 5.0 25.0 25.0 15.0 55.0 35.0 35.
_a.
M y..
'.
All-Red Try"nW 1.0 1.9 1.9 1.0 1.0 1.0 1.0 1.0 1.0
0.0 0.0 0.0 0.0
Total Lost Time s 6.0 5.0 5.0 5.0 5.0 5.0
Lead-L Optimize? Yes Yes Yes
MOO "-2,
recall Mode lone None None Non None lone b-Min -Miry - iin
f - e
Actuated 9ID Rabo 0.11 0.11 0.11 0.78 0.78 0.53
vic Mafia : 1 033 0.06 0,74 014 0.67
Control Dejay 41.3 14.3 0■5 22.8 2.9 9.9
{queue Delay 0.0 0.0 0.0 0.0 ■0 0.0
Total Delay 41.3 14.3 0.5 22■3 2■99.9-
Los
D B ,A
Approach Delay 17.6 0.5 11.8 9.9
Approadh LOS B A B A
Queue Length th 5 1 ,, 25 3 9 57 18 77
North Andover Development-DJM Langan
140182 01-2026 Build AM mdth Improvernent (Generator Peak)-Cross-DOnnection.syn Page 1
r
r Osgood Street (Route 125) & 1600 Osgood Sit South Driveway 2/Raceway Convenience Store DnAvewi
Lanes, Volumes, T" m S 2026 Build Improvements CC(Generator Peak)AM
\Pill,
EB
�aa
p
Queue Loop 9501( 0 0 #17 44 395
Internal Link Dist O 457 254 1091 174
Turn Bay Lend(ft)
Base Capacity ) 381 678 517 442 25621880
01**�t Cap�� 0 0 0 0 0
pr ac Cap Reductri 0 0 0 0 0 0
Se Cap emu& 0 0 0 6 0 a
Reduced We Ratio 0.12 0.51 0.03 0.68 0.14 0.67
Area Type: meter
r .�
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N
Actuated Cycle Length:90
01*9M]RO*Owd to phase 2:SBTL and-6.-NBR,Start of Grew,MasW
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W
ma)dmum vac moo:01.74
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Inbrsecdon Capacity UltilMon 69.2% ICU Level of Service
�dpfion:
Mass DOT ID:11 9
exoeed�capieft qu"
e-rhay be longer.
Queue shown Is maximum aver two cycles.
its and Phases: 4:2 vnd Street Route 1 5 1600 oo+d St South D Z acemra �rve� ce ire giver
u
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North Andover Development-CJM Langan
1401 701-2026 Build Alf with Improvements(Generator Peak)-Crass- onnecti n.s n Page 2
4m. Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivewc
Lanes, Volu neratDr Peak)PM
% t
NBRi
,.
Larne Configurations
Trams li a(vo) 43 4 299 9 0 14 236 1272 10 5 471 32
Future Volume vph 296 9 0 14 236 1272 10 5 471 32
Ideal Floe(vphpo 1 9M 1900 1900 19O 1900 1900 low 1001 190 190 160d 1900
Lane 1dth( 11 11 11 16 19 1 11 11 11 11 11 12
tM-.,FacbDr 1.00 1.00 1.O0 too 1.00 1. 1.0.0 � 0.9 0.9 0.0 Om95
'/'fir {/�i
SFr# �RF � V. � *9 0.990
0.950 00 0�19&lu
atd.Flow proo 0 1745 1561 0 1935 0 1 745 3449 0 0 3423 0
FK Permfted 0139 0Y88 0.401 0.943
Satan■FioY, 1355 101 0 142 0 737 3449 0 0 329 0
It Tun „ Red Yes Yes yesYes
Sad.F
ors► T 470 85 1
Link SpeW(mph) 2 2 40
Link Distance(ft) 53334 T,rw.,e i
Ti1 14.E 1�171 24
�114.3
V93 0.63 OR 0. 0 O.i� 0.9 0.9 ea our
%
Facficr 0. 3 0. 0a9 0.9 0. 0.95
A 0 %"
1%
Adj.Flog vp ). 3 0 470 11 0 -1 „
24 1339 17 5 496 34
Lane rp F� 0 98 40 0 2 0 24 11356 0
uw, u 0 3 0
POP NA Rom NA
NA
P Phases 3 3
. I
.._-Y.
Pit
1 9 2
Delactv Phase 3 3 3 3 3 _o
1�1
C
"III u "w,N,
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Minimum rn In (s), to 8.0 aO 8.0 8.0 4aO8a10 9.0 3.D
4T 13.0
t 40 4� 40 1 .0 "19.0
. ,µ � � .0 4.0 '17.0� 331.0
u ar
-
u
% % IyNj
Maximum Green W 49mD 49.0 49.0 49.0 491a0 12-0 311. 1 14.0 14.0
i.n u„ a
fly i (s)
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Time
1.
h n•• rr.l, .0 0.0 010 . V I 0.0
w
Toth Lost Time s .0 5.0 5.0 5.0 5.0 5.0
.
�R� LAW ELag
Lead-Lag pfirnl 7 Yes
^
,* a Yes Yes
(0) 10 20 2.0 10 2,0
2� 2.0
Recall e None Bone Norge Done None None D- in C- en C-i m
Actuated Kati 0 1 0a 1' 0a 1 036 a L a 0
W y 0,40 0.77 0.10 0.28
0.37 O�(
OFbEFXontrol l r 41.5 12.9 0.7 .2 a.7 16.9
Total Delays 41.5 12.9 01 a2 5.7 16.9
LS D B A A A 8
Approach 14 0.7 1 ,
B A A B
Quieue Len. i 7 0 0 26 106 91
Forth Andover Development-CJM Langan
1401 2701-2026 Build PM i#h lmpromments(Generator Peak)-Cross-Connection.syn Page 1
s
Lanes Volumes,. Osgood Street (Route 125) & 1600 Osgood St South Driveway 2/Raceway Convenience Store Drivew
4% t
1EBL EBT R � ,rr
�. # r'lL IV'
QueueLie � , . ..
�F
4 0 0 31 258 17
Internal Link Dist 457 254 1091
LengthT"Bay (ft) 174
Base Capady(,vph) 737 1063 987
ft- OV R,d
.. _ ...... 0 0 0 0 piifba Cap Redd 0 0
0 0 0 0
tPWed 0 0
0 0
Reduced vac Ratio 0.09 0.44 0.03 0.36 0.52
i �� ,
+
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Area
i rrrrrrrrrrrr// r ;;
i / r
r //i rrrrrrrrrrrrrrrrrrrrrr r r i/
Type: Orer
cycle L811a 90
Aoated Cyde Length:90
Wit;0(ON,Reid b-prase BTL an-, 'M :,;SW qf.,GMn
Nagel Vie:44
CMft1 Type:Actuabd-CwdinaW
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500---.Os-good St South D v Convenience Store
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North Andover Development-CJM
an
140182701 i 0 Build PM ith Improvements Generator Peak -Cross- fang
� or�n�on.sn Page
EXHIBIT E
UPDATED STORMWATER MANAGEMENT REPORT
(bled Under Separate Cover)
(001 7 0;v Modification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Ratio Special Permits
Memorandum -- Planning Board
24
for
Proposed Redevelopment
1600 Osgood Street
North Andover, Massachusetts
Prepared STORMWATER MANAGEMENT REPORT
Hillwood Enterprises,
L.P.
4507 North Front Street Suite 302
Harrisburg, PA 17110
Prepared By.ff
Langan Engineering & Environmental Services,
Inc.
361 Newbury Street
Boston,, MA 02115
&A'othy
D.
Massachusetts Licensed Professional Engineer No. 55440
------------------
„IIIIo
■ P.E.
Massachusetts Licensed Professional EngiPeer
38118
r
August 2019
Revised:ed: August 2020
Langan Project No. 140182701
AIVEiAIV
361 Newbury Street, 5th Floor Boston, IAA 02115 T: 1.800.952.6426 www.langari.com
.coo
New Jersey-New York*Connecticut•Massachusetts•Pennsylvania+Washington, DC*Virginia*West Virginia*Ohio*Florida*Texas*Arizona•California
Abu Dhabi*Athens.Doha*Dubai*London a Panama
EXHIBIT F
MODWIED SITE PLANS
(fled Under Separate Cover)
OO Y ? O;v odification to Site Plan Review,Parking,Common Driveway,Building Height and Floor Area Raba Special Permits
Memerandwn -- Planning Board
2
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