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7275 W. Main St.
Kalamazoo, MI 49009 (269) 375-4260
www.oshtemo.org
June 7, 2018 Mtg Date: June 14, 2018 To: Planning Commission
From: Julie Johnston, AICP Planning Director Applicant/Owner: Two
Squared Development, LLC Property: Approximately 2 acres of an
86.55-acre PUD Zoning: C: Local Business District / Commercial
Planned Unit Development Request: Special Exception and Site Plan
Approval Section(s): Section 60.420 – Commercial Planned Unit
Development Project Name: Westgate PUD Access Drive PROJECT
OVERVIEW The applicant requests the approval of an access drive
within the Westgate Planned Unit Development (PUD). Per the
requirements of Section 60.450: Approval Process that were a part
of the PUD ordinance when Westgate was approved in 2016, each
individual site plan requires special exception use and site plan
approval by the Planning Commission. The request access drive will
begin at West Main Street and move north along the western boundary
of the PUD, connecting with the existing east/west drive which
connects to Maple Hill Drive. This east/west drive is just south of
the Holiday Inn and Holiday Inn Express hotels currently under
construction. GENERAL ZONING AND CONCEPT PLAN COMPLIANCE In
general, the proposed access drive complies with the concept plan
approved by the Planning Commission in 2016. One item noted by
staff is that the site plan indicates the sidewalk planned along
the east side of the road right-of-way is intended to be built when
the individual building sites are constructed. Staff would
recommend that the sidewalk, in its entirety, be developed as part
of the first building site to be constructed in this area. At that
point, this section of the PUD will be activated and connectivity
to both the existing hotels and to Maple Hill Drive will be
important. The site plan meets all other requirements of the Site
Plan Review Ordinance.
http://www.ocba.com/
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Oshtemo Township Planning Commission Westgate Access Drive
06/07/2018 ∙ Page 2
ENGINEERING The Public Works Department has had an opportunity
to review the most recent site plan for the access drive provided
by the applicant. There are still a handful of engineering concerns
that must be addressed, for example soil borings, hydrologic
sub-basins illustrated, a stage volume table for storm water, etc.
Many of these items can be handled administratively between the
Township’s engineer and the applicant. Outside of conditioning any
construction on resolving these issues to the satisfaction of the
Township Engineer, there are concerns of note that require specific
attention, as follows:
Asphalt Placement – the applicant intends to place the asphalt
for the drive to the far west of the 66-foot right-of-way easement.
This locates the paved portion of the drive very close to the
western property line of the PUD. The applicant will need a grading
easement from Consumers Energy who owns the utility corridor west
of the project. In addition, the Township has concerns regarding
maintenance and snow removal in this area. With the paved portion
of the road so close to the property line, future snow removal and
possibly maintenance of the road will occur on the adjacent
property, not owned by the applicant. Staff sees two possible
alternatives to this concern – either enter into some type of cross
access agreement or maintenance easement with Consumers Energy or
move the paved portion of the road 15 feet from the western
boundary of the 66-foot easement. Storm Water Management Basins –
the Township has been working towards requiring all storm water
management basins to be free-form, and organic in shape and
appearance. The storm water basins shown on the site plan are
intended to be temporary in nature. As can be seen on the PUD
concept plan, restaurants are planned to the east of the proposed
road. When those buildings develop, storm water will likely be
managed with underground facilities. In the interim, the applicant
will need to manage runoff from the new access drive. Staff
recommends the Planning Commission place a time restriction on
these temporary basins for a period not to exceed 10-years. If
restaurants or other uses are not constructed in this area within
this time period, then the basins will be required to come in to
compliance with Ordinance standards related to shape and
appearance.
FIRE DEPARTMENT No concerns at this time. SPECIAL EXCEPTION USE
CONSIDERATIONS Section 60.100 of the Zoning Ordinance provides
additional review criteria for consideration when deliberating a
Special Exception Use request. A. Is the proposed use compatible
with the other uses expressly permitted within the C: Local
Business zoning district? Special exception use permission is
required to include this project within the Westgate PUD.
Since the request is specifically for a segment of the road
network of the PUD and not a use expressly permitted with the
District, the question of compatibility with other uses is
moot.
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Oshtemo Township Planning Commission Westgate Access Drive
06/07/2018 ∙ Page 3
B. Will the proposed use be detrimental or injurious to the use
or development of adjacent
properties or to the general public? The largest concern with
this access drive is the curb cut onto West Main Street. As the
major
commercial corridor in the Township, access management and
public safety are critical issues. According to the Kalamazoo Area
Transportation Study (KATS), the annual average daily traffic
counts in this area exceed 35,000 vehicles. In addition, the
Michigan Department of Transportation (MDOT) reports 35 crashes
between Maple Hill Drive and the Kohls area in the last three
years.
The applicant has provided a traffic study to MDOT for the PUD
and this access point on West
Main Street. That study is still under review by MDOT.
Therefore, any approvals will need to be conditioned on MDOT’s
final decision regarding the configuration of this curb cut.
C. Will the proposed use promote the public health, safety, and
welfare of the community? With a satisfactory outcome regarding the
curb cut onto West Main Street by MDOT, concerns
for the public’s health, safety, and welfare should be
adequately managed. D. Will the proposed use encourage the use of
the land in accordance with its character and
adaptability? Intended to be incorporated and integrated into
the larger vision of the Westgate PUD, the
proposed access drive is in accordance with its character and
adaptability. RECOMMENDATION Staff recommends the Planning
Commission grant Special Exception Use and site plan approval for
the proposed access drive within the Westgate PUD, with the
following suggested conditions:
1. Construction of the access drive will not begin until all
approvals have been received by MDOT.
2. Relocate the paved portion of the access road 15 feet from
the western easement boundary or provide the Township with
agreements from Consumers Energy to allow maintenance of the road
on their property.
3. Provide the Township documentation of a grading easement from
Consumers Energy.
4. Limit the temporary storm water management basins to a
10-year period. If the basins are still in use at the end of the
10-year period, they will come into compliance will all Zoning
Ordinance requirements.
5. Provide a revised site plan that satisfies the requirements
of the Township Engineer, which will also include clear dimensions
of the 66-foot easement.
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Oshtemo Township Planning Commission Westgate Access Drive
06/07/2018 ∙ Page 4
6. Sidewalk connections along the access drive from West Main
Street to the east/west connector
to Maple Hill Drive will be installed, in its entirety, with the
construction of the first site plan in this area of the Westgate
PUD.
7. A reciprocal easement agreement or other such device will be
recorded to ensure access to and maintenance of all shared
facilities planned within the PUD. A copy of this agreement will
need to be provided to the Township prior to certificates of
occupancy.
Respectfully Submitted,
Julie Johnston, AICP Planning Director Attachments: Application
Aerial Site Plans
Westgate Concept Plan
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72'75 W. Main Street, Kalamazoo, Michigan
49009-9334Phone:269-216-5223 F ax: 269-37 5-7 180
PLEASE PRINT
*qo N l4Arr.J sr:PROJECT NAME & ADDRESSPLANNING & ZONING
APPLICATION
Applicant Name , -i \N J SAvtaaPgDwwo?
' ,ir i-r ll:,,ir,..-., fis.lii .: r
,dAl00, ilI 49009Jne :269-315-4260
,sHIEt't0r0t4trsHIP. oRc
Received From: IHt] SoUARED DEVEt0pl,tEtlIDate:04112/?018
Time:2109:52pi,,tReceipt: 141203Cashier: LPoToK
IIEM REFERENCE AIlOUNT
111"/gi-,iT. U,UCompany
Address 4ZOO WPO6-*;G?, Mt 4"1 oz,q
E-mail L *a.-.A< nn a- O rlw b |.1 Labq - j23_ zoz
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Telephone axInterest in Properfy , V.J Np12-
OWNER*:
Name
Address
Email
Phone & Fax
NATURE OF THE REQUEST: (Please check the appropriate ite
X Plannins Escrow-1042X-site PtrI Review-1088
&li_Administrative Site Plan Review- 1086A, Special Exception
Use-lA85 l&Jon:rgYaiance-1092
_Site Condominium- 1 084_Accessory Building Review-l 083
BRIEFLY DESCRIBE YOUR R.EQUDST (Jse Attachments if
Necessary):
PLd\-1e,
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LEGAL DESCRIPTION OF PROPERTY (Use Attuchments if
Necessaty)z
?LeA
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Two Squared Development, LLC
11 April 2018
Julie Johnston, AICPPlanning DirectorOshtemo Charter
Township7275 W. Main StreetKalamazoo, Ml 49009
RE: Westgate Development
Dear Ms. iohnston:
As depicted on the attached drawings, the next phase of the
project is the reconstruction of the accessdrive from West Maln
Street. This access drive will utilize an existing curb cut on West
Main Street, asintended and depicted in the approved PUD Concept
Plan. At this time, the road will only connect to thepreviously
approved and under constructlon hotel buildings. No additional
buildings are proposed at thewritlng of this application.
Our intent is to construct the access drive as the weather
improves and our contractor transitions fromthe site infrastructure
near the hotels. Once constructed, this new drive will enhance
access to the siteand increase the possibility of new development
in the township.
Please feel free to contact me with any questions.
Thanks,
Curt Aardema269-323-2022
We are excited to continue the development of our Westgate
project at US-131 and West Main Street inOshtemo Township. As you
may recall, the project started several years ago with the creation
of aPlanned Unit Development (PUD) that now encompasses the entire
site. The first phase of construction,however, started last year as
work commenced on new buildings for Holiday lnn and Holiday
lnnExpress. Those buildings, along with the associated site
improvements, received site plan approval in2017 .
4200 W. Centre Ave., Portage, Ml | 269-323-2022
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Lesal Descriotions
05-13-180-029
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OODEGO1MIN5SSEC E 572FT TO E & W 1/4 U TH W 66.O4FT TO
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13-180-034
05-13-130-021
O SEC 13-2.12 S 66FT E1l2 NE1/4 NWL/4 ALSO W3/4 NW1/4 L\1NG E OF
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AND PT OF ENDING
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THEREOF 1250.51FT TH S 87DEG56MINO5EC W PAR N1/8 U 13O.O8FT TH N
OODEGOIMIN5OSEC W
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+*12-97 1997 SPLII FROM
13-180-023 & 13-130-019 Split on LLll4/20L7 into
05-13-130-022,0s-13-130-030.05-13-130-M0;
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W MAIN ST
VINTAGE LNUS 1
31 TOM
AINRA
MP
MAIN TO NUS131RAMP
W MAIN ST
CROYDEN AVEBEECH AVE
N DRA
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MAPLE
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31[
Other Property LineSubject Property
0 250 500125 Feet
WESTGATE PUDAerial Map
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DESCRIPTIONSHT #DRAWING INDEX
SITE LOCATION MAP
PROJECTLOCATION
C-0 - TITLE SHEETC-1 - EXISTING CONDITIONS & DEMO PLANC-2 -
WATERSHED MAP AND DETAILSR-1 - DRIVEWAY PLAN & PROFILER-2 -
MDOT DRIVEWAY LAYOUT
SITE PLAN RESUBMITTAL5/31/18
UTILITY CONTACTS:
hurley & stewart
hurley & stewart, llc2800 s 11th streetkalamazoo, michigan
49009269.552.4960 fax 552.4961www.hurleystewart.com
PLANS PREPARED BY:
AVB4200 W. CENTRE AVENUEPORTAGE, MI 49024269.323.2022
LEGEND
ISSUED FOR:
OSHTEMO TOWNSHIPKALAMAZOO COUNTY, MI
5/31/18
WESTGATE SOUTH ACCESS DRIVEWAYCIVIL PLAN SET
OWNER
PROJECT DESCRIPTION
AutoCAD SHX TextSCALE: 1" = 500'
AutoCAD SHX TextCONSUMERS ENERGY CO. JESSE BURNS 2500 E. CORK
STREET KALAMAZOO, MI 49001 269.337.2311 CONSUMERS ENERGY CO. TERRY
FIELDS 2500 E. CORK STREET KALAMAZOO, MI 49001 269.337.2270 CITY OF
KALAMAZOO STEVE SKALSKI/MATT JOHNSON 415 STOCKBRIDGE AVENUE
KALAMAZOO, MI 49001 269.337.8002 CHARTER JEFF LAKE 2919 MILLCORK
ST. KALAMAZOO, MI 49001 269.625.7403 COMCAST 1(800)391-3000 OSHTEMO
TOWNSHIP GREG MILLIKEN 7275 W. MAIN ST KALAMAZOO, MI 49009
AutoCAD SHX TextELECTRIC
AutoCAD SHX TextTELEPHONE/CABLE
AutoCAD SHX TextCABLE TV
AutoCAD SHX TextTOWNSHIP
AutoCAD SHX TextWATER/SANITARY
AutoCAD SHX TextEXISTING CATV
AutoCAD SHX TextEXISTING CONTOUR HIGHLIGHTED
AutoCAD SHX Text720
AutoCAD SHX TextEXIST ELEC (OVERHEAD)
AutoCAD SHX TextEXIST ELEC (UNDERGROUND)
AutoCAD SHX TextEXISTING FIBEROPTIC CABLE
AutoCAD SHX TextEXISTING GAS
AutoCAD SHX TextEXISTING SANITARY SEWER
AutoCAD SHX TextEXISTING STORM SEWER
AutoCAD SHX TextEXISTING TELEPHONE
AutoCAD SHX TextPROPOSED CATV
AutoCAD SHX TextPROPOSED CONTOUR HIGHLIGHTED
AutoCAD SHX Text720
AutoCAD SHX TextPROP ELEC (OVERHEAD)
AutoCAD SHX TextPROP ELEC (UNDERGROUND)
AutoCAD SHX TextPROPOSED FIBEROPTIC CABLE
AutoCAD SHX TextPROPOSED GAS
AutoCAD SHX TextPROPOSED SANITARY SEWER
AutoCAD SHX TextPROPOSED STORM SEWER
AutoCAD SHX TextPROPOSED TELEPHONE
AutoCAD SHX Text719
AutoCAD SHX TextEXISTING CONTOUR NORMAL
AutoCAD SHX TextPROPOSED CONTOUR NORMAL
AutoCAD SHX Text719
AutoCAD SHX TextBENCH MARK
AutoCAD SHX TextCURB CATCH BASIN
AutoCAD SHX TextELECTRIC MANHOLE
AutoCAD SHX TextELECTRIC METER
AutoCAD SHX TextEXISTING SPOT GRADE
AutoCAD SHX Text865.25
AutoCAD SHX TextGAS METER
AutoCAD SHX TextGUY WIRE
AutoCAD SHX TextLIGHT POLE
AutoCAD SHX TextMANHOLE SANITARY
AutoCAD SHX TextMANHOLE STORM
AutoCAD SHX TextMONITOR WELL
AutoCAD SHX TextPOST/BOLLARD
AutoCAD SHX TextPOWER POLE
AutoCAD SHX TextPROPOSED SPOT GRADE
AutoCAD SHX Text896.32
AutoCAD SHX TextSANITARY CLEANOUT
AutoCAD SHX TextSIGN
AutoCAD SHX TextSOIL BORING
AutoCAD SHX TextTELEPHONE MANHOLE
AutoCAD SHX TextTELEPHONE PEDESTAL
AutoCAD SHX TextTELEPHONE POLE
AutoCAD SHX TextWATER METER
AutoCAD SHX TextWATER VALVE
AutoCAD SHX TextWATER REDUCER
AutoCAD SHX TextEXISTING TREELINE
AutoCAD SHX TextEXISTING FENCE
AutoCAD SHX TextEXISTING WATER MAIN
AutoCAD SHX TextPROPOSED WATER MAIN
AutoCAD SHX TextNOTE: ALL SYMBOLS IN THIS LEGEND ARE SHOWN AS
EXISTING. PROPOSED SYMBOLS WILL USE THE CORRESPONDING SYMBOL WITH A
THICKER LINE.
AutoCAD SHX TextFIRE HYDRANT
AutoCAD SHX TextH
AutoCAD SHX TextY
AutoCAD SHX TextD
AutoCAD SHX TextPROPOSED TREELINE
AutoCAD SHX TextSQUARE CATCH BASIN
AutoCAD SHX TextROUND CATCH BASIN
AutoCAD SHX TextWATER VALVE IN VAULT
AutoCAD SHX TextMAILBOX
AutoCAD SHX TextPROPOSED FENCE
AutoCAD SHX TextGAS
AutoCAD SHX TextEXISTING TOPOGRAPHY PROVIDED BY CARR AND
ASSOCIATES LAND SURVEYING. ALL UTILITIES AS SHOWN ARE APPROXIMATE
LOCATIONS DERIVED FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS.
THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATION NOR SHOULD IT
BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE AREA.
AutoCAD SHX TextWESTGATE SOUTH ACCESS DRIVEWAY, ISSUED FOR SITE
PLAN RESUBMITTAL, 5/31/18, ISSUED FOR SITE PLAN RESUBMITTAL,
5/31/18SITE PLAN RESUBMITTAL, 5/31/18, 5/31/185/31/18
AutoCAD SHX Text DRAWING LOCATION: H:\16-061D (Holiday
Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\C-0 Title
Sheet.dwg LAST SAVED BY: APHELAN ON 5/31/2018H:\16-061D (Holiday
Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\C-0 Title
Sheet.dwg LAST SAVED BY: APHELAN ON 5/31/2018 LAST SAVED BY:
APHELAN ON 5/31/2018APHELAN ON 5/31/2018 ON 5/31/20185/31/2018
AutoCAD SHX TextUNDER THE SUPERVISION OF TODD D. HURLEY, P.E.
MI. LICENSE #43221
AutoCAD SHX TextTHIS PROJECT INVOLVES THE CONSTRUCTION OF A
COMMERCIAL ACCESS DRIVE FROM THE NORTH SIDE OF WEST MAIN ST (M-43)
TO SERVE THE WESTGATE DEVELOPMENT PROJECT. THIS PROJECT INCLUDES
SITE GRADING, INSTALLATION OF UNDERGROUND UTILITIES, AND
CONSTRUCTION OF CONCRETE AND ASPHALT PAVEMENT.
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REMOVAL NOTES
REMOVALS LEGEND
WEST M
AIN ST
(M-43)
AutoCAD SHX Text1 inch = ft.
AutoCAD SHX Text0
AutoCAD SHX Text60
AutoCAD SHX Text30
AutoCAD SHX Text60
AutoCAD SHX Text120
AutoCAD SHX TextSheet
AutoCAD SHX TextSheet Title:
AutoCAD SHX TextProject:
AutoCAD SHX TextClient:
http://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMAutoCAD
SHX TextQA/QC:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextISSUED FOR/REVISIONS:
AutoCAD SHX TextP.M.:
AutoCAD SHX TextDrft:
AutoCAD SHX TextCOPYRIGHT C of Hurley & Stewart, LLC
AutoCAD SHX TextFIELD WORK PERFORMED BY: LANDTECH PROFESSIONAL
SURVEYING
AutoCAD SHX TextALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS
DERIVED FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD
NOT BE INTERPRETED TO BE EXACT LOCATION NOR SHOULD IT BE ASSUMED
THAT THEY ARE THE ONLY UTILITIES IN THE AREA.
http://WWW.HURLEYSTEWART.COMAutoCAD SHX Texthurley &
stewart, llc 2800 south 11th street Kalamazoo, michigan 49009
269.552.4960 fax 269.552.4961 www.hurleystewart.com
AutoCAD SHX Text5/31/18
AutoCAD SHX TextTDH
AutoCAD SHX Text15-063D
AutoCAD SHX TextJJU
AutoCAD SHX Text5/31/18
AutoCAD SHX Text1
AutoCAD SHX TextADMINISTRATIVE REVIEW
AutoCAD SHX Text3/20/18
AutoCAD SHX Text2
AutoCAD SHX TextSITE PLAN RESUBMITTAL
AutoCAD SHX Text5/31/18
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text1. REVIEW ALL THE REMOVALS AND PROTECTION WITH
OWNER PRIOR TO REVIEW ALL THE REMOVALS AND PROTECTION WITH OWNER
PRIOR TO COMMENCING CONSTRUCTION. INSTALL TEMPORARY SNOW FENCE
AROUND ALL TREES REQUIRING PROTECTION. SNOW FENCE SHALL BE PLACED
AT EDGE OF DRIP LINE. 2. ALL DEMOLITION WORK SHALL CONFORM TO ALL
LOCAL CODES AND ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL
CODES AND ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH
OSHA REGULATIONS INSOFAR AS THEY APPLY TO THE REQUIRED WORK. SOIL
EROSION AND SEDIMENTATION CONTROL ITEMS SHALL BE IN PLACE PRIOR TO
DEMOLITION. 3. THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES,
BRUSH, FENCES, THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES,
BRUSH, FENCES, CURB, AND ASPHALT AS SHOWN ON THE PLANS OR AS
DIRECTED BY THE ENGINEER. 4. ALL DEMOLITION MATERIAL SHALL BE
PROPERLY REMOVED FROM THE SITE AND ALL DEMOLITION MATERIAL SHALL BE
PROPERLY REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALLY
DESIGNATED DISPOSAL AREA. PERMITS AND FEES FOR DISPOSAL OF
DEMOLITION MATERIAL SHALL BE OBTAINED AND PAID FOR BY THE
CONTRACTOR. 5. UTILITY LEAD WORK SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY UTILITY LEAD WORK SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY COMPANY. 6. BACKFILL EXCAVATED AREAS WITH CLEAN
GRANULAR FILL COMPACTED TO 95% BACKFILL EXCAVATED AREAS WITH CLEAN
GRANULAR FILL COMPACTED TO 95% OF THE MATERIAL UNIT WEIGHT BY
MODIFIED PROCTOR. 7. COMPLY WITH ALL ASPECTS OF THE SOIL EROSION
CONTROL PERMIT AS ISSUED COMPLY WITH ALL ASPECTS OF THE SOIL
EROSION CONTROL PERMIT AS ISSUED BY KALAMAZOO COUNTY. ALL TEMPORARY
CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING
CONSTRUCTION. 8. ALL REMOVALS SHALL BE TO THE LIMITS INDICATED
ABOVE UNLESS OTHERWISE ALL REMOVALS SHALL BE TO THE LIMITS
INDICATED ABOVE UNLESS OTHERWISE DIRECTED BY THE ENGINEER/OWNER.
UNAUTHORIZED REMOVALS AND SUBSEQUENT REPLACEMENT SHALL BE AT THE
CONTRACTOR'S COST. 9. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS
BECOME APPARENT PRIOR TO IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS
BECOME APPARENT PRIOR TO OR DURING CONSTRUCTION, THEY SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER SO THAT CLARIFICATION OR
REDESIGN MAY OCCUR. 10. ALL WORK REQUIRING PERSONS OR VEHICLES
WITHIN MDOT AND CITY OF ALL WORK REQUIRING PERSONS OR VEHICLES
WITHIN MDOT AND CITY OF KALAMAZOO R/W AND TRAFFIC CONTROL DEVICES
AND PROCEDURES SHALL BE IN ACCORDANCE WITH THE MICHIGAN MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES AND ITEM 812 (MAINTAINING TRAFFIC)
OF THE CONSTRUCTION MATERIALS AND SPECIFICATIONS, CURRENT EDITIONS.
11. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL
CALL FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL
CALL 1-800-482-7171 A MINIMUM OF THREE FULL WORKING DAYS EXCLUDING
SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION
IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED.
MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE
CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY NOT BE
A PART OF THE "MISS DIG" ALERT SYSTEM.
AutoCAD SHX TextP
AutoCAD SHX TextR
AutoCAD SHX TextREMOVE
AutoCAD SHX TextPROTECT
AutoCAD SHX TextPAVEMENT/SIDEWALK REMOVAL
AutoCAD SHX TextCURB REMOVAL
AutoCAD SHX TextSAWCUT
AutoCAD SHX TextR
AutoCAD SHX TextR
AutoCAD SHX TextR
AutoCAD SHX TextR
AutoCAD SHX TextREMOVE EXISTING ASPHALT DRIVE
AutoCAD SHX TextSAWCUT AND REMOVE EXISTING PAVEMENT
AutoCAD SHX TextSAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK
AutoCAD SHX TextSAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK
AutoCAD SHX TextP
AutoCAD SHX TextPROTECT EXISTING STORM STRUCTURE
AutoCAD SHX TextREMOVE EXISTING CURB (TYP)
AutoCAD SHX Text(PUBLIC) (ROW WIDTH VARIES)
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LINEMATCHMATCH
LINE
HOLIDAY INNF.F. = 972.25
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UNDER PAVED AREA NOT UNDER PAVED AREA
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AutoCAD SHX Text#16
AutoCAD SHX Text#9
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AutoCAD SHX Text#22
AutoCAD SHX TextSheet
AutoCAD SHX TextSheet Title:
AutoCAD SHX TextProject:
AutoCAD SHX TextClient:
http://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMAutoCAD
SHX TextQA/QC:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextISSUED FOR/REVISIONS:
AutoCAD SHX TextP.M.:
AutoCAD SHX TextDrft:
AutoCAD SHX TextCOPYRIGHT C of Hurley & Stewart, LLC
AutoCAD SHX Text1 inch = ft.
AutoCAD SHX Text0
AutoCAD SHX Text60
AutoCAD SHX Text30
AutoCAD SHX Text60
AutoCAD SHX Text120
AutoCAD SHX TextFIELD WORK PERFORMED BY: LANDTECH PROFESSIONAL
SURVEYING
AutoCAD SHX TextALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS
DERIVED FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD
NOT BE INTERPRETED TO BE EXACT LOCATION NOR SHOULD IT BE ASSUMED
THAT THEY ARE THE ONLY UTILITIES IN THE AREA.
http://WWW.HURLEYSTEWART.COMAutoCAD SHX Texthurley &
stewart, llc 2800 south 11th street Kalamazoo, michigan 49009
269.552.4960 fax 269.552.4961 www.hurleystewart.com
AutoCAD SHX Text DRAWING LOCATION: H:\16-061D (Holiday
Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\C-2 Watershed Map
and Details.dwg LAST SAVED BY: JUITVLUGT ON 3/19/2018H:\16-061D
(Holiday Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\C-2
Watershed Map and Details.dwg LAST SAVED BY: JUITVLUGT ON 3/19/2018
LAST SAVED BY: JUITVLUGT ON 3/19/2018JUITVLUGT ON 3/19/2018 ON
3/19/20183/19/2018
AutoCAD SHX Text5/31/18
AutoCAD SHX TextTDH
AutoCAD SHX Text15-063D
AutoCAD SHX TextJJU
AutoCAD SHX Text5/31/18
AutoCAD SHX Text1
AutoCAD SHX TextADMINISTRATIVE REVIEW
AutoCAD SHX Text3/20/18
AutoCAD SHX Text2
AutoCAD SHX TextSITE PLAN RESUBMITTAL
AutoCAD SHX Text5/31/18
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX TextEXISTING STORM BASIN TO FILLED IN
AutoCAD SHX TextREMOVE EXISTING STORM PIPE LEADING TO BASIN AND
CAP AT MANHOLE
AutoCAD SHX TextPROPOSED STORMWATER RETENTION BASIN 949.00 TO
960.00
AutoCAD SHX TextWATERSHED BOUNDARY FOR WESTGATE HOLIDAY INN (NOT
PART OF THIS PROJECT)
AutoCAD SHX TextWATERSHED BOUNDARY FOR SOUTH ACCESS ROAD 148,474
SFT 3.408 ACRES
AutoCAD SHX Text5 "12"
AutoCAD SHX Text2"
AutoCAD SHX Text2'
AutoCAD SHX Text1 "38"
AutoCAD SHX Text9"
AutoCAD SHX Text7"
AutoCAD SHX Text4"
AutoCAD SHX Text4"
AutoCAD SHX Text10"
AutoCAD SHX Text1'-3"
AutoCAD SHX TextR2"
AutoCAD SHX TextR3"
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX TextMANHOLE STEPS
AutoCAD SHX TextNO SCALE
AutoCAD SHX TextSAND LEVELING
AutoCAD SHX TextINVERT ELEVATIONS AS INDICATED ON PLANS
AutoCAD SHX TextCONCRETE RINGS (12" MAX) PLASTER INSIDE AND
OUT
AutoCAD SHX TextINLET PIPE IF REQUIRED
AutoCAD SHX TextCONCRETE MANHOLE PRECAST SECTION PER ASTM C-478.
SIZE PER PLAN. BASE SECTION TO HAVE INTEGRAL FLOOR.
AutoCAD SHX TextPRECAST ECCENTRIC CONE. USE FLAT TOP FOR LOW
DEPTH OF COVER.
AutoCAD SHX TextKOR-N-SEAL GASKET, OR EQUAL (TYP). SEAL W/
MORTAR.
AutoCAD SHX TextOUTLET PIPE
AutoCAD SHX TextASTM C-443 GASKETED JOINTS, TYP.
AutoCAD SHX TextCASTING AS SPECIFIED. SET IN MORTAR.
AutoCAD SHX TextFINISHED GRADE SLOPE TOWARD CB
AutoCAD SHX TextNO SCALE
AutoCAD SHX TextBITUMINOUS PAVEMENT AND BASE COURSE. SEE DETAIL
FOR THICKNESSES.
AutoCAD SHX TextALL TRENCH SLOPES TO COMPLY WITH APPLICABLE
STATE AND FEDERAL REGULATIONS.
AutoCAD SHX TextTRENCH BACKFILL
AutoCAD SHX TextUTILITY PIPE PER PLAN
AutoCAD SHX TextPIPE BEDDING. 4" BELOW AND 12" ABOVE PIPE.
AutoCAD SHX TextNOTE: SEE SPECIFICATIONS AND GEOTECHNICAL REPORT
FOR MATERIALS REQUIRED AND AVAILABLE FOR THIS PROJECT.
AutoCAD SHX TextTRENCH BACKFILL
AutoCAD SHX Text1 ON 1 FROM PAVEMENT EDGE
AutoCAD SHX TextFINISHED GRADE. SEE SPECIFICATIONS FOR
TREATMENT
AutoCAD SHX TextSUITABLE MATERIAL AS DETERMINED BY ENGINEER
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WEST ACCESS DRIVE PROFILESTA: 00+00 (START OF PROJECT) TO
12+00
WEST ACCESS DRIVEWAY CROSS SECTION
SUPERELEVATION TABLE
STATIONLEFT LANE
SLOPE
RIGHTLANE
SLOPE
AutoCAD SHX TextPROPOSED GRADE
AutoCAD SHX TextEXISTING GRADE
AutoCAD SHX TextEXISTING ELEVATION
AutoCAD SHX TextPROPOSED ELEVATION
AutoCAD SHX TextX
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AutoCAD SHX TextX
AutoCAD SHX TextX
AutoCAD SHX TextC
AutoCAD SHX Text#20
AutoCAD SHX TextSheet
AutoCAD SHX TextSheet Title:
AutoCAD SHX TextProject:
AutoCAD SHX TextClient:
http://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMAutoCAD
SHX TextQA/QC:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextISSUED FOR/REVISIONS:
AutoCAD SHX TextP.M.:
AutoCAD SHX TextDrft:
AutoCAD SHX TextCOPYRIGHT C of Hurley & Stewart, LLC
http://WWW.HURLEYSTEWART.COMAutoCAD SHX Texthurley &
stewart, llc 2800 south 11th street Kalamazoo, michigan 49009
269.552.4960 fax 269.552.4961 www.hurleystewart.com
AutoCAD SHX Text DRAWING LOCATION: H:\16-061D (Holiday
Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\R-1 Driveway Plan
& Profile.dwg LAST SAVED BY: APHELAN ON 5/31/2018H:\16-061D
(Holiday Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\R-1
Driveway Plan & Profile.dwg LAST SAVED BY: APHELAN ON 5/31/2018
LAST SAVED BY: APHELAN ON 5/31/2018APHELAN ON 5/31/2018 ON
5/31/20185/31/2018
AutoCAD SHX Text5/31/18
AutoCAD SHX TextTDH
AutoCAD SHX Text15-063D
AutoCAD SHX TextJJU
AutoCAD SHX Text5/31/18
AutoCAD SHX Text1
AutoCAD SHX TextADMINISTRATIVE REVIEW
AutoCAD SHX Text3/20/18
AutoCAD SHX Text2
AutoCAD SHX TextSITE PLAN RESUBMITTAL
AutoCAD SHX Text5/31/18
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX TextSCALE HORZ: 1" = 50' 1" = 50' VERT: 1" = 5' 1" =
5'
AutoCAD SHX Text1 inch = ft.
AutoCAD SHX Text0
AutoCAD SHX Text50
AutoCAD SHX Text25
AutoCAD SHX Text50
AutoCAD SHX Text100
AutoCAD SHX TextNOT TO SCALE
AutoCAD SHX Text18'
AutoCAD SHX Text2'
AutoCAD SHX Text18'
AutoCAD SHX Text2'
AutoCAD SHX Text8 INCHES CIP MDOT 22A AGGREGATE BASE
AutoCAD SHX Text220 LBS / SYD (2 INCHES) RCKC HMA 13A MOD
AutoCAD SHX Text2.00%
AutoCAD SHX Text2.00%
AutoCAD SHX TextC-4 CURB (SEE DETAIL)
AutoCAD SHX Text24 INCHES CIP MDOT GRANULAR MATERIAL CLASS III
SUBBASE
AutoCAD SHX Text220 LBS / SYD (2 INCHES) RCKC HMA 13A MOD.
LEVELING COURSE
AutoCAD SHX Text220 LBS / SYD (2 INCHES) RCKC HMA 13A MOD. BASE
COURSE
AutoCAD SHX TextEXISTING ELECTRICAL TOWER
AutoCAD SHX TextPROPOSED TEMPORARY STORMWATER RETENTION BASIN
949.00 TO 960.00. BASIN TO BE REDESIGNED PER OSHTEMO TOWNSHIP
VISUAL DESIGN REGULATIONS IF BASIN BECOMES PERMANENT.
AutoCAD SHX TextPROPOSED ACCESS AND UTILITY EASEMENT
AutoCAD SHX Text6" HDPE PERFORATED CORRUGATED PIPE. WRAP PIPE
WITH GEOTEXTILE. CORE INTO PROPOSED CATCH BASIN STRUCTURES BELOW
BOTTOM OF PROPOSED SUBBASE. (TYP)
AutoCAD SHX TextPROPOSED 2' STOP BAR AND STOP SIGN
AutoCAD SHX Text2" MIN
AutoCAD SHX Text12"
AutoCAD SHX TextEND NORMAL CROWN
AutoCAD SHX Text5+33.76
AutoCAD SHX Text-2.00%
AutoCAD SHX Text-2.00%
AutoCAD SHX TextCROWN RUNOUT
AutoCAD SHX Text5+95.83
AutoCAD SHX Text-2.00%
AutoCAD SHX Text0.00%
AutoCAD SHX TextBEGIN FULL SUPER
AutoCAD SHX Text6+57.90
AutoCAD SHX Text-2.00%
AutoCAD SHX Text2.00%
AutoCAD SHX TextEND FULL SUPER
AutoCAD SHX Text6+97.02
AutoCAD SHX Text-2.00%
AutoCAD SHX Text2.00%
AutoCAD SHX TextCROWN RUNOUT
AutoCAD SHX Text7+59.09
AutoCAD SHX Text-2.00%
AutoCAD SHX Text0.00%
AutoCAD SHX TextBEGIN NORMAL CROWN
AutoCAD SHX Text8+21.16
AutoCAD SHX Text-2.00%
AutoCAD SHX Text-2.00%
AutoCAD SHX TextPROPOSED WALKING PATH. TO BE CONSTRUCTED AS
FUTURE LOTS ARE DEVELOPED.
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LEGEND
AutoCAD SHX TextSheet
AutoCAD SHX TextSheet Title:
AutoCAD SHX TextProject:
AutoCAD SHX TextClient:
http://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMhttp://WWW.HURLEYSTEWART.COMAutoCAD
SHX TextQA/QC:
AutoCAD SHX TextJob No.:
AutoCAD SHX TextISSUED FOR/REVISIONS:
AutoCAD SHX TextP.M.:
AutoCAD SHX TextDrft:
AutoCAD SHX TextCOPYRIGHT C of Hurley & Stewart, LLC
AutoCAD SHX TextFIELD WORK PERFORMED BY: LANDTECH PROFESSIONAL
SURVEYING
AutoCAD SHX TextALL UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS
DERIVED FROM ACTUAL MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD
NOT BE INTERPRETED TO BE EXACT LOCATION NOR SHOULD IT BE ASSUMED
THAT THEY ARE THE ONLY UTILITIES IN THE AREA.
http://WWW.HURLEYSTEWART.COMAutoCAD SHX Texthurley &
stewart, llc 2800 south 11th street Kalamazoo, michigan 49009
269.552.4960 fax 269.552.4961 www.hurleystewart.com
AutoCAD SHX Text DRAWING LOCATION: H:\16-061D (Holiday
Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\R-2 MDOT Driveway
Layout.dwg LAST SAVED BY: JUITVLUGT ON 5/30/2018H:\16-061D (Holiday
Inn-Westgate)\__FINAL DRAWINGS\South Access Drive\R-2 MDOT Driveway
Layout.dwg LAST SAVED BY: JUITVLUGT ON 5/30/2018 LAST SAVED BY:
JUITVLUGT ON 5/30/2018JUITVLUGT ON 5/30/2018 ON
5/30/20185/30/2018
AutoCAD SHX Text5/31/18
AutoCAD SHX TextTDH
AutoCAD SHX Text15-063D
AutoCAD SHX TextJJU
AutoCAD SHX Text5/31/18
AutoCAD SHX TextCONCRETE CURB AND GUTTER TYPE C-4
AutoCAD SHX TextCONCRETE SIDEWALK
AutoCAD SHX TextHMA PAVEMENT
AutoCAD SHX Text1 inch = ft.
AutoCAD SHX Text0
AutoCAD SHX Text5
AutoCAD SHX Text2.5
AutoCAD SHX Text5
AutoCAD SHX Text10
AutoCAD SHX TextPROPOSED WATERSHED
AutoCAD SHX TextEXISTING WATERSHED
AutoCAD SHX TextEXISTING WATERSHED DRAINS TO EXISTING CATCH
BASIN. AREA = 6,666 SFT PROPOSED WATERSHED DRAINS TO EXISTING CATCH
BASIN. AREA = 7,324 SFT NO STORMWATER IN DRIVEWAY AREA DRAINS TO
R.O.W.
AutoCAD SHX Text1
AutoCAD SHX TextADMINISTRATIVE REVIEW
AutoCAD SHX Text3/20/18
AutoCAD SHX Text2
AutoCAD SHX TextSITE PLAN RESUBMITTAL
AutoCAD SHX Text5/31/18
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX Text-
AutoCAD SHX TextEXISTING R.O.W. OF M-43 (WEST MAIN ST)
AutoCAD SHX TextEXISTING GUTTER LINE
AutoCAD SHX TextEXISTING CONCRETE SPILLWAY DIRECTS LOCAL
STORMWATER TO CATCH BASIN
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1 - Westgate Access Drive Staff Report2 - Application3 -
Westgate PUD aerial map4 - 2018-05-31 Site Plan ResubmittalSheets
and ViewsC-0 Title Sheet-C-0 Title SheetC-1 Existing Conditions
& Demo Plan-C-1 Existing Conditions & Demo PlanC-2
Watershed Map and Details-C-2 Watershed Map and DetailsR-1 Driveway
Plan & Profile-R-1 Driveway Plan & ProfileR-2 MDOT Driveway
Layout-R-2 MDOT Driveway Layout
5 - 2016-11-30 PUD master plan_pedestrian open space