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Application Number:
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Parcel Number:
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ACME TOWNSHIP
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Grand Traverse County, Michigan
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Application for Special Use Permit/Site Plan Approval
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Property Description/Parce Number:
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Current Zoning of Property:
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Application Packet Requirements: REFER
ATTACHED CHECKLIST
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#2004-Ol, Schedule of Fees.
Fees: Include initial fee as required by the Acme Township Ordinance
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Fee Escrow Policy Acknowledgement: provide completed and signed form with initial
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Affidavit:
fee deposit.
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(owner, agent, lessee,· or
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are in all respects true and, to the best of his/her knowledge,
to the subject property as
undersigned grants all officials, staff and consultants of Acme Township access
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DRAFT UNAPPROVED
ACME TOWNSHIP PLANNING COMMISSION MEETING
Acme Township Hall
6042 Acme Road, Williamsburg, Michigan
6:00 p.m. Monday, November 19, 2012
Meeting called to Order with the Pledge of Allegiance at 6:00 p.m.
Members present:
B. Carstens (Vice Chair), S. Feringa, T. Forgette, R. Hardin ( p.m.), M.
Timmins, K. Wentzloff, D. White, J. Zollinger
Members excused:
V. Tegel
Staff Present:
S. Vreeland, Township Manager/Recording Secretary
N. Lennox, Zoning Administrator
J. Jocks, Township Legal Counsel
J. Iacoangeli, Planning Consultant
INQUIRY AS TO CONFLICTS OF INTEREST: None noted.
APPROVAL OF AGENDA: Motion by Zollinger, support by Wentzloff to approve the agenda
as presented. Motion carried unanimously.
1.
Continuing Education/Special Presentations: None
2.
Consent Calendar: Motion by White, support by Wentzloff to approve the Consent
Calendar as presented, including:
a)
Receive and File:
1.
Draft Unapproved Minutes of:
a.
Board 11/13/12
b.
Planning, Zoning & Administrative Activity Report
c.
Planning and Zoning News August and October
b)
Approval:
a.
Planning Commission 10/29/12
Motion carried unanimously.
3.
Limited Public Comment:
4.
Correspondence:
a)
Record Eagle November 2012: Tegel felt this was an interesting article and asked
that it be included in the agenda. Received and filed.
5.
Public Hearings:
6.
New Business:
a)
Waters Edge SUP: Doug Mansfield from Mansfield Land Use Consultants was
present in support of the application. The application is for SUP approval as required
by the zoning ordinance to convert the former Gold Coast Inn 3-story motel to an
assisted living facility with 27 total residential units. 9 units would be on each of the
first two floors, with 8 units on the third floor and a unit for a resident manager. 13
There will be common sitting rooms on each floor. 13 parking spaces are required
and currently 32 are provided, although this figure may be somewhat reduced to
provide space for emergency vehicle staging if needed. Iacoangeli reported that Mr.
Mansfield has been cooperative in making changes in the plan in response to his
review comments.
Acme Township Planning Commission
None
None
November 19, 2012
Page 1 of 6
DRAFT UNAPPROVED
Mr. Mansfield stated that the Gold Coast in was viable as a motel for approximately
8 of its 20 years. The landowner feels that the transition to use as an assisted living
facility would be beneficial. One of the biggest challenges to site redevelopment has
been that the property is not currently served by public water for fire suppression.
Plans call for installation of a water storage tank to feed the fire suppression system.
Mr. Mansfield has been working extensively with Fire Marshal Brian Belcher at
MESA to satisfy requirements for a sprinkler system in not only rooms but on
balconies, in the attic, and in common areas. Mr. Mansfield expects that Mr. Belcher
will shortly issue a revised statement that the building if fully sprinkled with a
storage tank will meet fire suppression requirements. Mr. Mansfield noted that the
landowner looked into obtaining an extension of East Bay Township water system
service to the site, with both Acme and East Bay Townships modifying an existing
water service franchise to make this possible. One consideration in not bringing water
to the site was an estimated $400,000 cost to extend the water line from its existing
terminus at the Burger King restaurant. An additional concern was providing an area
of sufficient size to stage fire protection apparatus, which will be accomplished by
removing some surplus parking spaces over and above those required by ordinance.
A new sidewalk in the US 31 right-of-way is planned, with new signage to comply
with the zoning ordinance.
Mr. Mansfield is working with residential-scale lighting and stated that there are few
firms that provide photometric studies for non-commercial lighting. He will provide a
photometric study as soon as possible. There will be no post lights in the parking lot;
all fixtures will be dark-sky compliant and building mounted. Originally there were
32 parking spaces which were reduced on the plan to 26 spaces. The final number
will probably be 22 to provide fire truck room. The ordinance requires a minimum 13
spaces for this land use. Mr. Mansfield does not want to reduce the number of spaces
further because they will need room for a large influx of families for special events
such as holiday parties and there is no opportunity for on-street overflow parking.
Living units will be 250 – 260 sq. ft. each and are designed for single occupancy. The
TART is adjacent to the site, and a boardwalk is proposed from an existing sidewalk
to connect to the TART. However, to do so they will need permission from TART,
the County Road Commission and from the DEQ because the boardwalk would cross
regulated wetlands. State DEQ permits are not processed between October 1 and
February 13, so it may take an extended period of time to obtain needed permits for
this connection to the trail. Mr. Mansfield expressed moderate concern over safety
hazards posed by the necessarily raised portion of the boardwalk. There is an outdoor
area on the north side of the property where residents and/or their families can
congregate.
Building elevations were displayed. The exterior will be redone in different shades of
green with white trim. There will be 5-8 employees during the day and 3-4 at night
with a resident manager. There will be one common ingress/egress door and an
internal elevator leading to internal hallways.
To ensure optimal fire protection in the future, Zollinger suggested a requirement that
if public water become available to the site that the property be required to connect to
it within some definite period of time, such as a year, of availability. It was discussed
that while there are statutory requirements for buildings within 250’ of sanitary lines
to connect to them, similar requirements for public water connections would be found
in local ordinances.
Acme Township Planning Commission
November 19, 2012
Page 2 of 6
DRAFT UNAPPROVED
Feringa asked about the fire suppression requirements for this site and whether they
must meet commercial or residential codes. The use of the property is, to him,
residential in nature. Mr. Mansfield replied that they must follow commercial codes,
and the fire suppression will be comparable to a hotel. Even an apartment complex is
required to meet commercial fire suppression codes. Even if the property is
repurposed as apartments later, the sprinkler system is viewed as a good investment.
Carstens noted that there has been discussion about moving to a low-impact
development stormwater management systems such as infiltration basins. He asked if
Mr. Mansfield would consider such an approach on this site. He said he would look
at it, but there is a high groundwater table on this site. They are required to provide 4’
separation between the bottom of a stormwater control basin and the groundwater
table, and on this particular site close to the bay this may not be possible. Mr.
Mansfield is concerned that if the basins were not properly maintained they would
turn into wetlands area, and about potential road flooding. He noted that he is
working with Garfield Township on LID stormwater management ordinance
amendments, and along with fellow township supervisors is very conscious of this
issue.
Public Hearing opened and closed at 6:39 p.m., there being no public comment.
Forgette expressed concern about conditioning a recommendation of approval for the
application on things like the issuance of a DEQ permit to cross the wetlands when
the outcome is unknown. Jocks replied that it is reasonably common for a
recommendation of approval to be made conditioned on approval from all applicable
agencies. In fact, such approvals are specifically required for valid SUP approval by
the language of the zoning ordinance. It is a valid question as to whether DEQ
approval of the TART connection is absolutely necessary to the approvability of the
project. It may be prudent to word the condition as requiring the TART connection
across the wetlands if the DEQ grants the necessary permit.
Iacoangeli stated that the Planning Commission can recommend approval of the plan
to the Board of Trustees with conditions. However, requiring the connection to the
TART trail would have to be subject to DEQ approval. Mr. Mansfield suggested that
the requirements could be written such that evidence of application to the DEQ for
the permit be made prior to obtaining building occupancy. Connections to the TART
by adjacent commercial businesses have become very common as the businesses
understand the value the connections can bring. Mr. Mansfield also expressed
concern about the requirement to build a sidewalk adjacent to US 31 and the highspeed traffic it carries. He does not expect it will be kept shoveled in the winter, but
understands the importance the township’s shoreline placemaking plan places on
walkability and hopes that the addition of more sidewalks will help MDOT
understand the need for better walkability in this area.
Iacoangeli summarized outstanding issues: MESA approval; review of cross-access
easement by attorney, review of exterior lighting by township consultant; provision
of design for freestanding sign to Zoning Administrator for required approval; and
the issue with the DEQ permit for the boardwalk
Motion by Feringa, support by Timmins to recommend approval by the
Township Board of Trustees of Water’s Edge SUP application conditioned upon
satisfying all agency requirements including signed submittal, legal access
easement, lighting photometrics, obtaining all applicable permits, and
connection to the TART subject to MDEQ permit approval. Motion carried
unanimously.
Acme Township Planning Commission
November 19, 2012
Page 3 of 6
DRAFT UNAPPROVED
b)
Site Plan Review for 6703 E M 72, Warehousing/Landscape Plan: Andrea
Brunackey was present in support of her application for phased addition of two 60 x
100’ storage buildings on her industrial-zoned property on the north side of M-72
East. One building would be constructed immediately, and one at a future point in
time. The buildings would be for unheated storage only with no public access. Six
existing parking spaces would be shared between the storage buildings and the
existing office structure. The applicant has provided a landscaping plan that she
hopes to install this fall. The application was reviewed by Lennox. The proposed land
use is consistent with the zoning designation.
Carstens asked about required stormwater control measures. French drains will be
installed along the building eaves. He asked if stormwater detention basins would be
required if the current gravel driveway were to be paved. The township’s Stormwater
Control Ordinance is currently administered by the County Drain Commissioner, and
in-house staff is not familiar enough with the requirements and calculations in the
ordinance to respond. Ms. Brunackey stated that she intends to leave the driveway as
compacted aggregate rather than paving with asphalt, and that there is 65’ long by 2’
deep stormwater detention basin on the site already.
Zollinger asked how the proposed loading dock relates to the existing driveway. The
builder helped Zollinger interpret the plans. Ms. Brunackey stated that she probably
wouldn’t have a dock for the eventual construction of the second building. Normally
the site is served by full-sized semis that require significant turning radius.
Carstens wondered about the concept of approving a second building as a future
phase at some unknown point in time. Vreeland stated that it’s not uncommon, and
cited the building immediately north of the Bayview Inn as an example. This building
was approved in two phases 15-20 years ago and the first phase was constructed by a
prior property owner. This year the current owner came to the township wanting an
expansion of the building. She was able to find the original phased approval in the
file, determined that the desired expansion was the same size as that approved but
rotated 90° from the original plan and still meeting setback requirements. Rather than
the applicant having to come to the Commission for a significant SUP amendment,
Vreeland was able to administratively approve an insignificant change to the existing
approval and immediately issue a land use permit. The construction is complete and
the addition is occupied. Zollinger asked if it will be easy to find a phased approval
made now in our files several years from now. Vreeland noted that the approval she
found in the physical SUP file for the example situation was approximately 20 years
old, and Hardin added that we now have more and more of our documents stored
digitally for easy search and access as well.
Wentzloff asked if this application needs to be sent to public hearing. It does not; the
requested land use is a use by right in the zoning ordinance which requires site plan
review by the Commission only. The Commission makes the final decision on this
application rather than sending it to the Board for final approval.
Feringa asked if the property falls within the M-72 corridor overlay district and must
comply with its landscaping requirements. Vreeland replied that the overlay district
was never actually adopted. The contents of the proposed overlay district have been
used as a template for requested landscaping for other projects, most notably the
Village at Grand Traverse. She would have to check, but this property might or might
not lie outside of the proposed overlay district area.
Hardin asked if there are any power lines along the property frontage that might
Acme Township Planning Commission
November 19, 2012
Page 4 of 6
September. 12
Date:
Acme Township
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6042 Acme Road
Williamsburg, Ml 49690
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ESCROW POLICY ACKNOWLEDGMENT
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Sepember 12, 2012
Edge Assisted Living, LLC
Person/Company responsible for account (billing purposes):
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ALL ESCROW CHARGESMUST BE CURRENT OR PRO.JECT WILL BE REMOVED
FROM AGENDAS AND NO ACTION WILL BE TAKEN.
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more than 30 days overdue on an amount billed under this
escrow policy, the Township Supervisor or the Supervisor’s designee may give the
applicanti written notice to bring the escrow account current within 30 days. If the
applicant does not bring the account current within _30 days, the Township board may
determine at a regular or special meeting that the application- has lapsed. The applicant
being
shall have the opportunity to address the Township Board prior to such a decision
the
will
notify
Township
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made. lf the application is determined to have lapsed,
subject
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use
land
applicant in writing, and any request for zoning, or
application
property will be required to be by new application. A determination that an
Township
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that is
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NOIBUILDING PERMITS WILL BE ISSUED
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Letter of Authorization
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Eastwood Custom Homes
William F. Clous President
2123 South Airport Road
Traverse City, Mi. 49686
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August 27, 2012
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Re:
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Gold Coast Inn Conversion and Special Use Permit
4612 U.S. 31 North, Traverse City, Mi. 49686
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To Whom It May Concern:
hereby give Doug Mansfield of Mansfield Land Use Consultants, 830 Cottageview
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201, Traverse City, Michigan 49684, the ability to represent our interest
regarding the administration of the Special Use Permit for the above stated project.
Should you have any other questions or concems regarding this topic please do not
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hesitate to call our offices.
Respectfully,
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Eastwood Custom Homes
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September 12, 2012
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6042 Acme Road
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Gold Coast Inn Conversion! Waters Edge Assisted Care Facility
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4612 N. Hwy. U.S.-31
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and the inclusive plans and applications are intended to outline the conversion of the existing
Gold Coast Inn Hotel to the proposed Waters Edge Assisted Living Facility; The- existing 29 room facility
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was constructed in 1992 and operated as a hotel until 2011. The newfacility will be remodeled to provide
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27 rooms
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(single occupancy) design for senior assisted care.
There is no
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type of facility. This use is allowed through a Special Use Permit in the B—2_ General Business District
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The following are the answers to the pertinent sections ofthe ordinance-and special use criteria!
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Should the Township or other associated agents in the approval process require any other information
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Tplease do not hesitate to contact Doug Mansfield, President Mansfield Land Use Consultants at our
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offices or on
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my cell (231) 218-5560.
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The existing site originally posed several unique situations. It is a site of approximately 130 feet
in width, sandwiched between the right of way of Highway U.S.-31 North and the Railroad right
The soils over of the remainder of the site provide adequate qualities- for the construction of the"`
hotel with no required enhancement. There was and continues to be some shrub/scrub tree
massings on the site but no true specimen trees exist on the site.
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P.O. Box 4015 Traverse City, MI 49685
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the trail system. Previous approval also entailed a variance from the township’s wetland setback.
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of way to the east, which further incorporates the T.A.R.T. Non motorized trail system. The
eastem half of the railroad right of way contains a wetland corridor between the actual tracks and
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The site is accessed from U.S.-3 1- with a single driveway approach previously approved by
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M.D.O.T. No expansion of this driveway approach is required for this change in use. Connection
to uses both north and south of the site were originally provided for but never developed. This
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new proposal will still provide for the ability to interconnect the sites as illustrated on the plan.
The conversion of the hotel to this assisted care facility will not propose any changes to the
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perimeter of the building except for the addition of to egress stairways to the rear and at eachend
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of the building. These stairways are provisions of new construction codes since the original
construction and would have needed to be incorporated with almost any significant remodeling of
the building, with or without a change of use, (see attached letter Bom Grand Traverse County
Construction Code office). Extensive interior demolition and remodeling is proposed and required
for this change in use in order to provide for the 27 rooms, including the installation of an
elevator and barrier free design elements throughout the building. Exterior upgrades are also.
being proposed with new siding, stone veneer, and a new roof which will incorporate some
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omamental features thus breaking op the length of the roof line and accent the stairwells located
in the front facade of the structure. Parking is provided in the front of the building parallel to the
highway right of way. Some demolition of theparking area is proposed with the remodeling to
provide for larger turning radii and position for a ladder truck at the approach and adjacent to the
building. Provisions for site walk as required by the ordinance are also being made herein.
This facility as proposed will now house 26 residents and a suite for an onsite manager. During
standard business hours 5-6 employees will be onsite. After general business hours a staff of 3-4
will remain over night. General visiting hours will be from 9-8 daily with some allowance fro`
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overnight guest stays for end of life situations. Adult daycare may also be provided on a limited
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the facility will be ready fro occupancy by the spring of 2013.
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The site will remain as is except for the construction of the two additionalistairwells.
The site is served by a water well. To provide for fire suppressions a tank, generator and fre
pump system is being proposed. The site is already served by an extension. of thetownship
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sanitary sewer.
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The site currently provides the required amount of onsite stormwater retention. No change to the
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No potential nuisances as to smoke, light, vibration, dust, fumes, etc. is envisioned from the
incorporation of this use.
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from that originally proposed. The integration of a senior
demographic needing care such as this a perfect reuse of the original structure as it was designed
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demographic to easily find the site, use regional and local vendors for incidental uses and
provides `for ease of emergency services, all with a great view of the Bay!
11. This application was completed and provided by Mansfield Land Use Consultants, 830
Cottageivew Drive, Suite 201, Traverse City, Michigan 49684 P.O. Box 4015. Phone (231) 9469310, Fax (231)949-8926, Doug Mansfield President and Project Manager.
12. As little to no site work is contemplated with this conversion soil erosion and sedimentation
control is limited.
letter from Grand Traverse county Construction Codes is attached.
13. The site lighting will be maintained at the existing location but any inconsistencies with Dark Sky
and full cutoff will be remediated with this proposal.
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P.O. Box 4015 Traverse City, MI 49685
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There are no known deed restrictions on the property.
Section 9.9
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Total coverage of all buildings, including dwelling units and related buildings shall not exceed
25% ofthe total site. The total site area of the site is 32, 265 square feet. The structure is,
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b.
c.
including the proposed stairwells is 7,700 s.f. or 0.24 percent of the gross.
The smallest room size is 260 square feet. 60 square feet over the required
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The maximum allowable density is 45 beds or 45 units per acres. The subject property is 0.74
acres and provides for 33 units/beds. The proposal is for 27 beds/units.
One parking space for every 4 beds, plus one for every employee on the maximum working shiii;
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This equates to 27 rooms(beds) / 4 equals 9 spaces, plus 6 (employees) totals 15
on street parking available; and no other shared
arkin
the
available
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26
of the origlnal 32..
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830 Cottageview Drive —Suite 201
P.O. Box 4015 Traverse City, MI 49685
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AMENDMENT TO ACME TOWNSHIP ZONING ORDINANCE
The following is the proposed draft for amendments to the Acme Township Zoning Ordinance for
Elderly Housing. Each paragraph has a narrative, followed by a reference to where the language
should be added, followed by the actual suggested language found in quotes.
1.
New Definitions: This section adds necessary definitions to the ZO.
Add the following to 3.2 DEFINITIONS:
“Assisted Living Family Facility: An unlicensed residential facility housing 6 or fewer people per
building, and providing housing, two (2) or more group meals a day, incidental nursing or medical
services, and some or all of the following services: transportation, ambulatory assistance,
prescription scheduling, laundry, housekeeping or shopping.”
“Assisted Living Group Facility: An unlicensed residential facility that houses more than 6 people
per building, and providing housing, two (2) or more group meals a day, incidental nursing or
medical services, and some or all of the following services: transportation, ambulatory assistance,
prescription scheduling, laundry, housekeeping or shopping an assisted living facility.”
“Convalescent Home: A long-term recuperative care facility providing room and board and
supervised personal care by facility staff on a twenty-four (24) hour basis for the aged, the infirm or
persons recovering from illness. An unlicensed extended care facility or chronic care facility
providing twenty-four (24) hour nursing care shall mean the same.”
“Housing for the Elderly: An unlicensed multiple family residential development for elderly
persons needing little or no personal assistance, which provides independent living dwelling units
for the exclusive use of the occupants, whether or not group meals or other convenience services for
the elderly are provided. The term “Senior Housing” shall mean the same.”
“Nursing Home: A state licensed long-term facility providing room and board and supervised
personal care by facility staff on a twenty-four (24) hour basis for seven (7) or more aged, infirm or
persons recovering from illness which is regulated under Act 368 of 1978. A State Licensed
Sub-Acute Care Facility, State Licensed Home for the Aged, a State Licensed Nursing Home, or
State Licensed Hospice Facility providing twenty-four (24) hour nursing care shall mean the same.”
2.
Elderly Housing in R-1, R-2 and R-3: This section adds Assisted Living Group Facilities,
Convalescent Homes, Housing for the Elderly, and Nursing Homes to the R-1, R-2, and R-3
Districts.
1
Add the following to 6.2.3 USES PERMITTED BY SPECIAL USE PERMIT:
“j.
Assisted Living Group Facilities, Convalescent Homes, Housing for the Elderly, and Nursing
Homes: Subject also to the requirements of Section 9.9.”
3.
Elderly Housing in R-3: This section removes the reference to “Housing for the Elderly”
in 6.4.3 because it is unnecessary based on the above.
Delete the following from 6.4.3 USES PERMITTED BY SPECIAL USE PERMIT:
“d.
Housing for the Elderly: Subject also to the requirements of Section 9.9.”
4.
Elderly Housing in B-1S: This section adds Assisted Living Group Facilities, Convalescent
Homes, Housing for the Elderly, and Nursing Homes to the B-1S District.
Add the following to 6.6.3 USES PERMITTED BY SPECIAL USE PERMIT:
“s.
Assisted Living Group Facilities, Convalescent Homes, Housing for the Elderly, and Nursing
Homes: Subject also to the requirements of Section 9.9.”
5.
Elderly Housing in B-1P: This section adds Assisted Living Group Facilities, Convalescent
Homes, Housing for the Elderly, and Nursing Homes to the B-1P District.
Add the following to 6.7.3 USES PERMITTED BY SPECIAL USE PERMIT:
“m.
Assisted Living Group Facilities, Convalescent Homes, Housing for the Elderly, and Nursing
Homes: Subject also to the requirements of Section 9.9.”
6.
Elderly Housing in B-2: This section adds Assisted Living Group Facilities, Convalescent
Homes, Housing for the Elderly, and Nursing Homes to the B-2 District.
Add the following to 6.8.3 USES PERMITTED BY SPECIAL USE PERMIT:
“bb.
Assisted Living Group Facilities, Convalescent Homes, Housing for the Elderly, and Nursing
Homes: Subject also to the requirements of Section 9.9.”
7.
Parking Space Requirements for Nursing, Convalescent Homes: This section deletes the
parking space requirements set out in 7.5.3(b)(3) because the separate SUP requirements
found below set out parking space requirements for Assisted Living Group Facilities,
Convalescent Homes, Housing for the Elderly, and Nursing Homes.
2
Delete 7.5.3(b)(3) from 7.5.3 PARKING SPACE REQUIREMENTS.
8.
Elderly Housing SUP Requirements: This section deletes the previous Section 9.9 and
replaces it with new SUP requirements for Elderly Housing.
Delete Section “9.9. Housing for the Elderly” and replace it in its entirety with the following:
“9.9.
HOUSING FOR THE ELDERLY, NURSING HOMES, CONVALESCENT HOMES
AND ASSISTED LIVING GROUP FACILITIES:
9.9.1
9.9.2
REQUIREMENTS FOR HOUSING FOR THE ELDERLY:
a.
All dwelling units shall contain at least 350 square feet per unit.
b.
Total coverage of all buildings, including dwelling units and related buildings
shall not exceed 25% of the total site.
c.
Minimum lot size shall be 2 acres.
d.
The maximum allowable density shall be 25 units per acre.
e.
One parking space per dwelling unit shall be required, of which 25% shall be
designated for non-resident (visitor) parking, plus an additional space per
employee on the maximum working shift.
f.
A minimum of 200 square feet of open space is required per dwelling unit.
Open space shall not be occupied by principal buildings, accessory buildings,
driveways, parking or loading space. Open space shall be available to all
occupants of the development. Each open space area so provided shall have
a minimum total area of 1,200 square feet and shall be used for recreational
space, and other leisure activity normally carried on outdoors.
g.
A minimum of 200 square feet of indoor recreation space is required per
dwelling unit.
REQUIREMENTS FOR NURSING HOMES, CONVALESCENT HOMES
AND ASSISTED LIVING GROUP FACILITIES:
a.
Total coverage of all buildings, including dwelling units and related buildings
shall not exceed 25% of the total site.
b.
A minimum of 200 square feet of open space is required for each bed.
c.
Minimum lot size shall be 2 acres.
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d.
9.9.3
The maximum allowable density shall be 45 beds per acre.
REQUIREMENTS FOR FACILITIES WITH MULTIPLE RESIDENTIAL
BUILDINGS:
Housing for the Elderly, Nursing Homes, Convalescent Homes, and Assisted Living
Group Facilities may have two or more residential buildings of similar or differing
character built upon one lot or parcel of land, when a site plan is submitted to and
approved by the Township Board. When the following requirements have been
complied with:
a.
All relevant requirements of 9.9.1 or 9.9.2, whichever applicable, are met.
b.
Minimum lot size shall be 2 acres.
c.
No facility shall be established on a lot or parcel having a width less than 150
feet, PROVIDED, however, that the average lot area per family or dwelling
unit shall not be less than required for other residential development in the
same zone.
d.
Total coverage of all buildings, including dwelling units and related buildings
shall not exceed 35% of the total site.
e.
Yards and Other Open Space:
1.
Between Buildings: The minimum horizontal distance between
buildings (front to front, rear to rear, or front to rear) shall be 50 feet
for buildings one story in height. The distance shall be increased by
not less than five feet for every story added. The minimum distance
between buildings may be decreased by as much as ten feet toward
one end if it is increased by a similar distance at the other; and
consistent modifications are permitted by the Township Board to
accommodate plans which are not conventional in their outline or in
their relations to other buildings.
2.
Between Sides of Buildings: The horizontal distance between sides
of buildings shall be 20 feet or more for one or two story buildings.
These distances shall be increased by not less than five feet for every
story added.
3.
Yard Dimensions: For buildings up to 35 feet in height, no building
shall be closer than 25 feet to any street; 35 feet to any rear property
line; or 20 feet to an interior side property line. For each one foot of
building height above 35 feet, one foot shall be added to required
front, side, and rear yards.
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5.
Other Dimensions: No dwelling unit shall be closer to a street or
private access drive than 25 feet; or shall be further from a street or
private access drive than 150 feet.
f.
Useable Open Space: A minimum of 200 square feet of open space is
required per dwelling unit. Open space shall not be occupied by principal
buildings, accessory buildings, driveways, parking or loading space. Open
space shall be available to all occupants of the development. Each open
space area so provided shall have a minimum total area of 1,200 square feet
and shall be used for recreational space and other leisure activity normally
carried on outdoors.
g.
Maximum Building Height: The maximum height of buildings housing the
principal use shall be governed by the requirements in the zoning district.
Accessory buildings shall not exceed fifteen feet in height.
h.
Private Streets: Private streets or private access drives may be permitted
within group housing developments, PROVIDED that the following
minimum requirements are met.
1.
All streets, roadways, or private access drives meet all other private
street requirements under the ordinance and shall be designed to at
least the minimum design, construction, inspection, approval and
maintenance requirements of the Grand Traverse County Road
Commission for private roads.
2.
Satisfactory arrangements have been made with the Planning
Commission regarding the maintenance and repair of streets,
roadways or access drives.”
5
planning review
Date:
11.07.2012
From:
To:
John Iacoangeli
Sharon Vreeland
ACME TOWNSHIP
6042 Acme Road
Traverse City, MI 49690
Project:
Waters Edge Assisted Care Facility (former Gold Coast Inn)
2012
Request:
Special Use Permit / Aasisted Living Group Facilities
Applicant:
William Clous
213 South Airport Road West
Traverse City, MI 49686
Mansfield Land Use Consultants
Project Representative
Parcel Address:
4612 US-31 North
Parcel Number:
28-01-109-029-00
Summary and Recommendation:
The proposed project meets the standards for determination for the Special Use Permit
as an Assisted Living Group Facility under Section 9.9A. The following conditions are
recommended for the Special Use Permit.
1. Compliance with all outstanding site plan issues.
2. Provide a outdoor seating area on the northeast corner of the subject property
for facility residents.
3. Provide a connection to the TART Trail boardwalk which runs behind the
property.
planning review
General Description:
The Applicant is requesting approval under Section 9.9A to convert the former Gold
Coast Inn to an assisted living group facility. The three story former motel will be
convert into a 27 unit assisted living facility with 9 units on the main level, 10 units on
the second floor and 8 units on the third floor. Subject to the remodeling plans all units
will be accessible from an internal hallway with access to two stairwells and an elevator.
A kitchen and dining room on the main floor will serve as the common dining area for
the building and each floor will have a common living room. A salon and common
bathroom will be located on the second floor.
The existing parking lot will be used will some modifications to accommodate fire
apparatus. Required parking per the zoning ordinance is 1 parking space for each 4
beds and 1 parking space for each employee on the maximum working shift. As a
result, the code requires 7 resident spaces (27 beds / 4) plus 6 employee spaces for a
total of 13 spaces. The site will have 32 parking spaces.
The Applicant is proposing modifications to the exterior of the building. One noticeable
change will be the removal of exterior doors to the respective units and installation of
new siding.
Assessment Of Request
In addition to Section 9.9A “Requirements for Nursing Homes, Convalescent Homes
and Assisted Living Group Facilities” approval will be subject to Article VIII: Site Plan
Requirements.
Site Plan Drawings Submitted for Review
The following documents were submitted as part of the site plan review:
1. Site Plan, dated 1-5-2012 by Mansfield & Associates.
As a result of the review of the site plan and accompanying floor plans the following
comments are noted:
a) Denote the location and screening details for an on-site waste dumpster.
b) Note on the site plan the sidewalk along US-31. The plan seems to indicate the
location of a sidewalk but a detail note indicates that area as the location for a
sanitary sewer.
c) Provide a letter from the Metro Emergency Services Authority (MESA) requiring
fire protection/suppression requirements, review and approval.
d) There is an existing site sign but the change of use will require that the sign be
in compliance with the sign requirements of the zoning ordinance. Provide a
detail of the site sign.
e) Provide location of exterior lighting in accordance with Section 7.8.3 Outdoor
Lighting Standards.
f) Indicate on the Site Plan:
1) Site square footage
planning review
2) Building square footage
3) Lot coverage percentage
4) Existing and Required Parking
5) Proposed density per the zoning ordinance.
g) Indicate on each floor plan sheet:
1) Square footage of each unit.
2) Square footage of all common areas, office, laundry facility and utility
areas.
Site Plan Considerations
The following recommendations are suggested for Planning Commission consideration:
a) Consider a reduction in the parking area in the north portion of the subject site
to provide an outdoor seating area; garden space, etc. for facility residents. The
parking area could be reduced by 5 to 6 parking spaces to provide a open space
area.
b) Provide a connection to TART boardwalk.
Standards for Determination for the Special Use Permit
Standard
Be designed, constructed, operated and
maintained so as to insure that public
services and facilities affected by a
proposed land use or activity will be
capable of accommodating increased
service and facility loads caused by the
land use or activity to protect the natural
environment and conserve natural
resources and energy to insure
compatibility with adjacent uses of land,
and to promote the use of land in a
socially and economically desirable
manner.
Be designed to protect natural resources,
the health, safety, and welfare and the
social and economic well being of those
who will use the land use or activity under
consideration, residents and landowners
immediately adjacent to the proposed land
use or activity, and the community as a
whole.
Finding
The proposed use is an adaptive reuse of a
former motel and utilizes the same
infrastructure as constructed (well – water
and public sanitary sewer) for the original
use.
The proposal utilizes an existing building
and parking facility. In addition, the
proposed project provides an alternative
housing choice to community and area
residents and families.
planning review
Standard
Be related to the valid exercise of the
police power, and purposes which are
affected by the proposed use or activity.
Be necessary to meet the intent and
purpose of the zoning ordinance, be
related to the standards established in the
ordinance for the land use or activity
under consideration, and be necessary to
insure compliance with those standards.
Meet the standards of other governmental
agencies where applicable, and that the
approval of these agencies has been
obtained or is assured. The applicant shall
have the plan reviewed and approved by
the Grand Traverse Metro Emergency
Services Authority (MESA) prior to the
review by the Planning Commission.
Finding
The proposed use, an assisted living group
facility, is identified as a special use in the
Zoning Ordinance and its approval, subject
to any conditions applied by the Township
Board, is a valid exercise of police powers.
The proposed use, subject to revisions
noted in the site plan review, will meet the
intent and purpose of the zoning
ordinance.
The Applicant has presented the project
for interagency review. The Grand
Traverse County Construction Code
department has submitted its findings and
recommendations. The Applicant needs
to obtain a review and approval from
Metro Emergency Services Authority.
6042 Acme Road, Williamsburg, MI 49690 Tel. 231-938-1350 Fax 231-938-1510 www.acmetownship.org
NOTICE OF HEARING
PLEASE TAKE NOTICE that the ACME TOWNSHIP PLANNING COMMISSION will hold a public hearing at a
regular meeting on Monday, November 19, 2012 at 7:00 p.m. in the Acme Township Hall, Acme, Michigan to
consider the following application:
An application by Mansfield Land Use Consultants/Douglas Mansfield, P.O.Box 4015, Traverse City MI 49685, for
a Special Use Permit and Site Plan approval to remodel an existing building presently known as the Gold Coast Inn
for the use of an assisted living facility located at 4612 US 31 North, Traverse City, MI 49686, to be known as;
Waters Edge Assisted Care Facility, more fully described as follows:
PARCEL I: THE S 130' OF THE N 713.50' OF THAT PART OF GOV'T LOT 3 SEC 9 T27N RIOW LYING WE. OF RR R/W
AND PARCEL II: THAT PART OF GOV'T LOT 3 SECTION 9 T27N RIOW COM AT INTERSECTION OF E'LY R/W OF
US 31 WITH THE LINE 713.50' S AND PARALLEL TO N LINE OF SD GOV'T LOT 3 TH SW'LY ALONG SD R/W 100'
TH E TO THE W RR R/W TH N'LY ALONG RR R/W TO A POINT E OF THE POB TH W TO POB
Parcel Number: 01-109-029-00
All interested persons are invited to attend and be heard at the public hearings before the Planning Commission.
After the public hearings the Planning Commission may or may not deliberate and make its recommendation based
on the Acme Township Zoning Ordinance to the Township Board, which will subsequently take appropriate action
on the application.
Applications may be inspected at the Acme Township Hall between 8:00 a.m. and 5:00 p.m. Monday through
Friday. The application materials will also be available on the Acme Township website www.acmetownship.org as
an attachment to the agenda and minutes of the meeting(s) at which they are discussed. Written comments may be
directed to:
Nikki Lennox
Zoning Administrator
Acme Township
6042 Acme Rd.
Williamsburg, MI 49690
231-938-1350
nlennox@acmetownship.org
ADAMS ZACHARY & JULIE
BILDERBACK JEREMY & ANDREA
4332 FIVE MILE RD
4316 FIVE MILE RD
WILLIAMSBURG MI 49690
WILLIAMSBURG MI 49690
BURDICK SCOTT A & KAREN L
CHAPPLE MICHAEL J & CATHY
4293 FIVE MILE RD
4353 FIVE MILE RD
WILLIAMSBURG MI 49690
WILLIAMSBURG MI 49690
CHMURA WALTER
DZIERWA STEVEN J & LISA M
22930 AVALON
4386 FIVE MILE RD
SAINT CLAIR SHORES MI 48080
WILLIAMSBURG MI 49690
EICHENLAUB CHARLES ROBERT
EVINA ROBERT & RME LLC
THOMAS MADELEINE A
4290 US 31 N
92 WAKULAT DR
TRAVERSE CITY MI 49686
TRAVERSE CITY MI 49686
FAVOUR RENATE
GOLD COAST LIMITED LLC
4325 FIVE MILE RD
461 MUNSON AVE
WILLIAMSBURG MI 49690
TRAVERSE CITY MI 49686
KENNEY ANDREW R
KIRT STANLEY
1470 W KING ST
1733 BLACK BARK LN
OWOSSO MI 48867
TRAVERSE CITY MI 49686
LEWIS JOHN J & PAULA K
MCKENZIE CAROLEE L
13740 S CEDAR RUN RD
4361 FIVE MILE RD
TRAVERSE CITY MI 49684
WILLIAMSBURG MI 49690
MURDICK DOUGLAS K & DORIS A
SCHMITT JACQUELYN
P O BOX 400
P O BOX 163
ACME MI 49610
ACME MI 49610
STATE OF MICHIGAN
THE ARACHNID LOG
DEPT OF TRANSPORTATION
4620 US 31 N
P O BOX 30050
LANSING MI 48909
TRAVERSE CITY MI 49686
TULLER JAN M
WISTRAND HAZEL TRUST
1802 EAST OLD MOUNTAIN RD
P O BOX 5732
CEDAR MI 49621
TRAVERSE CITY MI 49696
v.1.0.4630.15516
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large nurnber of existing-buildings andstructures do not cornply withrthe current building
code requirements`fo§?newconstruction. Although many of these buildings arepotentially
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salyageable, it |necesgsary to regulate construction in existing buildings that undergoe
additions, alteration`s,j§?renoyations, extensive repairs orchangeof occupancytl-Suchactivity?
the current building
represents
opportunityto ensure that newconstruction complies,
a`·minimum, to their current level of
are
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codes and.the..eXistingi?eonditions
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Theabove*i1arnediproject»is proposedfto go through achange ofuser The proposed change
1*equires=that &d§illQlOI1§tl..1jHCHI1§`of e5§its/egress would need to be added tothe existingbuilding
to comply with thecode .for·—the proposed use. The developerrhasindicatedon the construction
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be accomplished by constructing two. new staintowers tothe.i---_
building; With the aaqgeqn ofthese stair towers the projiectwould meet the 1;eq¤1if€m€HtS of,
code. Withoutthe-_a`dd§tion of the stair towers the project couldnot be approved.
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questions, please fell free to contact
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Bruce__A. Remai
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Direct0r/Building Qfiicial
Grand- Traverse County Construction Codesr
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Construction Code
2650 Lafranier Rd.
Traverse City, MI 49686
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231-995-6049; fax 231-995—6<>48
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Acme Township
6042 Acme Rd.
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Williamsburg, Mi. 49690
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RE: Gold Coast Inn
4612 US 31 North
To Whom It May Concern:
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the earth changed proposed
This is to inform you that a soil erosion permit can be issued for
at 4612 Us 31 North.
for the construction of the required stair towers located
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control
The owners of the land shall install temporary soil erosion and sedimentation
which
sedimentation
and
measures which are installed and constructed to control soil erosion
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are not maintained after project completion.
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If you have
any further questions, please feel free to contact me.
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Sincerely,
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Bruce A. Remai
Director/ Building Official
Grand Traverse County Construction Codes
Soil Erosion & Sedimentation Control
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The prcpsr Slsrid`ard shsuilcilas NFPA 13 slldfdr NEPA 138, NFPA_1’3 is-¥1flé.°$li’;1¤dsfii
fdr
the lInstal·lsil¤|n sf Fire Sprlhkléwystsms and
islitis
tnstsllatiddsf Firs Sprinlclsr Systems ir; sssidsniisl Okicupdnciss
-
this
up To
-·
slid
.
are dssigrisd ld prdvids Lifé Qsfsty sind,
NFPA,
prsssrvalicnowhsrsss
building
3333 systems srs,dssig_ns‘dj;°l0 grdyids, Li·ls_.Ssfsly
FDM?. Stories in Hsiglitl
:i·
i
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_
prsisclisri dimly. Ths220¤9iM[lchigs¤l Building Csdsirssisssizss and aliqwslitlis
$3 dddfbi N.FF’A 13Hss il1s|star§dsrdf¤r dss_ig¤i¤g· addi irlsts_I`ling a. lirsg.sprinl;lsr..—»
syststn
il’i"1?'ll$
prdpdsscl
of building.-
i
¤—
i
There is nqimiiniiziépatlwstsri supplyidr théfirs —spri`hklsr system, ihéféféfé 8’W£1¥éY
lhs
slsirsss tank sndliirs
waist T5¤¤Fi‘Y~
Thistyps- sf-system is sscsplsblsqgndsr the Wstsr_—$gp;;lly reqglirsmsnlsidfiNFPA: 1| and
s
This
lhs pump
-
may cllsrigs; ssssd; oil lhs
stslldsrcl lhdlls iutillzsd; Typically; this rsqu‘irss·1snls·;ror ;tdlail‘spllnlllsr’gdrslsclidn
llrlstcsrfs
spscilisd in
NFPA 13 will msndaté slargerwater-sl¤‘rsgsi1sh,kand ddssihly
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ii
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wouldlw
target
system; THQ
réqt;irQments.—wbuld alléw l0? it
|.lQ.ht§$t°S&*&f€T
QABBSW
réqutlématlt fqttht; rérrlcts afaa design and also ilvcitid not reqjulreltlié-attic·t0`bé
isratectéd with tire splrEnl<lers-;A-Thétélcrta, 'tl1&‘·&h10u¥lf éi watet Ahéédéd lorithé time
dutatilsgn -spac§fl_ad in
NFPA t~3R. would ba la$$`tllart
tank
tlrtdgr
NFPA}|
ané .p.ump..$lze ca;t.be‘ a¤¢_urate’ly Qettermihcd
Q
l;lyAtl1_&
OUGB 1.*16
The
thélrtstallaiidtt bl
thaflle pump ana.: ifs
power scturtgé is
A
·
NVFPAAZG, The-3tandard; lclr the installation of Stz1ti¤néiryPump.s--f¤r_FireFfmtéctlcn,
be
Thélé are several
to
Tlje
make
ai this
issues.
any- necessary changes
lctzatldfs
first
QT
l
if
needed;
l
flté"putnp/sforagététlkt
the plan ls tcl
that lhé aictiass-to the Fire Pump.
of
install thesé;·w%thlh· tile- bbildlhg,
be pwplanned
A
-
lf
the Fire ‘D§partm&`ntiigsuetliatt arises has Q10 cléal-A
D&penqlng‘¤n·yth_grgg.¥he room l$. tq be
wtthfhe fifé YBEUQ
NFPEYZU
that aliemt laéciésééd ditéclllf frclm ilié clutéldé rhtlstbél- éécééslble through-an 9l1c|¤$cd‘pa$s3gAéWaylrbm ah értclcsed stairway ¤r·.sxtéri¤r—exlt‘ and be1.c0ltstrucll§d
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tatittgs.
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Also tcl ba
NFAEA20-
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ct
md
péwéf
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Qfiééwét rellabllHy.résts1_;é;dleEy wlththé Flté <§lficial.l”and it ls thiat
`§¢‘r$drfs_.r¢spbhsibllityttf: set the_¢rltérlai“.;lhq approval fqfilié pliwét réliablllty’.i‘sSue.
dttes
A
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giwguldancé to the Fire Qlfltxial tdhelpv-him/tget make the decisions; ctn
·th.eA-sccqtadary p¤wér_scurce
leaves th¢._li_nalthelhanést cf
¤¤ tm: ¤r¤ie¤ts ¤f
would advise that thé luétailatlmi `cfa standblt Qdwer gegtéiatar will likely
·
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MS
requtted by th`e-Flrélbfflcial. lf sq, itwlll br2A\z$ry.lrtil>¤ltant tc-determine
genergtcr and itmnstallaticn lcctaztiéh prior-t;;>;th‘égt.lt;l7¤lttaI of any
BQGFYGYGS-
is FB€lull€f<$l ihe
l?
classified. as at
Type
t
ii
bé
of the
A
KBQUYKGG
be tsizedtg supply
as t;v&l_l as any iiullets
c¤.uld‘al_sq
generator
loads; bftlite required exit .sign$.a¤d any abtttfgéhéy
llg
be h¢t;t=:s$aty»; felt example} to power éxygéh generators fqr the
that appéatr to beiAst1ialletj‘than 55 sqft;. anti as such, would
the
UCI require; .s_pti_nkleti protection
Llmiiéd
the NFPA 191
Gare Facility!
hcmsés, on at 24 lntzttlii basis, étfiététjllj tit persons-who are .·h¤t§ Qapatzle of sells
imarltal llmitaticrnst mental l.llmaséA or
prlésérvatldn bebazlse ut age, physlgat
tshémlttal depéndezécy.
The plans
A
2
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.,
Also tlehoted on tha p_it;t;s_·-été the _lr§$tf.;llatl0h Qt tiberglass shqwer -and/or tub
fir; soma uf the uatnraulmat NFF*A¤13Fl- will “taq‘ulre sprinkler pratéczticrl in
these areas it the fiberglass enclosures arél not bécl<éd‘
r
by·rl0.h°+c0rl1bu$tibl$r—matetlttls
t
suchlfas driyvtallt
ll ilrfflélélléln
such as _drywall is tnstalletlpn lite wood stud walls behind
the fiberglass entglcsuteslatttl the
lwillél
ate un¤ler·55
sprinkler-
wl
The issue of firerflczw demand alan should be addressed with the; Fire iilllilcialr lt has
ben past practice
.
A
-
that Fire, _Depart‘rhtsmt that theréquittettténtsrttzr fire
Html fire prevention, t:<Jdet1r;ilha1t1cca.· would be waived if the bruiltzling
acttbtdahce with the appllcatplerpctles; lrtthls=casg, sirtcgthe bttlldlng
sprlhltlérecl,. the; {tre llclw- capability
is
flow under tht?
-
proposed to he
r;
may be wzttyed rtgyglhe Fire Dtmial as has been clone
in
investigate qthét ws-tue with the Fire Oltlciat
laafcre
proceeding fuhher with lhé
pllah devel0p`m$·rltsl
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as Q¤mméirt·:ial’-C¢¢klh‘g Equipltlgnt; the State cl Michighnr-Nléchénlcal
theequlpmént be ‘pla¢édiul1cté`t a Type t l-lctoci anti dtnét system
that is équlphd with an
stlpprgasslutl system. Que ta the proposed
the tzcoikihg- »2qui‘pmejnt‘_Qn· an inside wall,--the instalvlatllorn ofthe hood; exhattsl
duct- and
he very difficult. Also tc be consitieradr ls the
is
t
-
·
Tha ltilchm |§Y¤£ll clennltas a aqcltlrtq applmrlce inthe lcatm- of la rangetppistcvel Ther
issue ari$¢s ais to how the `lVl&chani.¤aI lnspectltmAu_th¤rilywll”i Qlasslfy this
lt
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¤ll3ssllit>•;l‘
lhlhllédlétlély
cc;¤l<_lng
cahlhéls wculdlllkelylhavé ll: DQ lspaééd
Llilildué tolthé rharltltz=l¤ttlrer’$ seztuatxt
r
l
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V
The gormtwgtible
whrtlérclal
smih eqvttlprlnent from
l
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would recqmmemi that the Mechanical-V lnspectlgh Authority
determ_ih_atl¤nl¤fthgarcuqklhgequipmenttzlassilicgtian sp that
r
any necessary modifications can bt-: maclgbclqre plan;l;submlttal—t¤r,r¤vi‘qw; ~
cclm_busttble‘ materials.
l
t:¤nsul_tedtatthrls‘li`rt1gar·tt>r
t
‘The»Buil;illtg Gtltlét ahd
the Fire-*Preventi¤hCode will both- requlrerllta lhstallmlan of
automatic tlté a*Eé1rm‘/Qleleeclihnsystemfdr-this.pr¤ject,"l’hls‘syslem‘shouldinclude
electtottlcally mqnitar olfsité
by both
electronic supervision QT ALL llre suppressllarn Syslemsr
ability
tt;
I
aswell
Sylslw
étprttztderqlzxl
lgltchgmhttocl .art;l
t
tt;t1z;lljltrt>r§rrt_s;`wll`I zxlstr
bé lrtzqulredt to- have smoke l;létec:tl¤rt`in`thé:—sleépihg_»lr0,¤ms» as wreI`l= as `thcsé areas
—·
4
immédiately uutstde the sléepinlg_ rooms. Thésezllsmoke tletectqrs will Iaé teq‘uir¤dt¤ be
lrtleliicnnecttéd With?} the lhdiyidualj terlgnt units
that if one gletactqr $11 lhé
will
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Qééedcn |submitta§’,;tl1@e`is$¤‘és rgiséd herein ab; wha? sééé| the pr`&Iir£1inéry
Hljaiysis, AQ Hddifioiis df delétivhs are madé toéthé ijlémfg, wdtjltf b9 `happyi
i'
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8.ddifi0.t1al
2 pieggzsuratg provide |_anglysisAfQ ycpua lfycu
GOHYQQ the at lh&*ph0§1£=} hynibet an
quésiibrié pléaéé
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Sincergfy;
Y.
Brad Schmidt
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TRAVERSE CITY ASSISTED LIVING - TRAVERSE CITY, MICHIGAN
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UNDERWOOD FIRE EQUIPMENT
43000 wnasr NINE Mu.: R0. #304
NOVI, MICHIGAN 48375
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____jj
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QUOTE N0.
CUSTOMER NO.
PHONE: 248-347-4975 FAX: 248-347-0843
3 POLY NON-POTABLE WATER STORAGE TANKS
‘
P12·193··C
DATE
·
.
N/A
7/24/2012
‘
-
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MANUFACTURER
CUSTOM ROT0 MOLDING
750
.
I
CAPACITY (GALLONS)
LENGTH
WIDTH
92"
HEIGHT
44”
WEIGHT (DRY)
325 LBS.
48"
`
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FEATURES AND ACCESSORIES
1
1
1
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·
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8'
4"
2"
—‘
THREADED VENT AND LID COMBINATION
THREADED BOTTOM NOZZLE
THREADED FITTING
OPTIONS
—
TLC
LEVEL CONTROL PANEL; 115 VOLT; 1 PHASE
3
30'
UNIVERSAL MERCURY BULB FLOAT SWITCHES
1
2“
SOLENOID FILLVALVE; 115 VOLT ENERGIZED TO OPEN
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PHONEI (248) 347-4975
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FAX: I248I 347-0843
BULKHEAD FITTING — EDPM GASKET
.
.
_
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INSTALLATION INSTRUCTIONS:
*
.
SIMPLY CUT THE PROPER SIZE OPENING IN THE TANK, SLIDE THE BODY OF THE FIITING THROUGH
IT AND THEN JUST TIGHTEN THE NUT. THE FITTING IS NOW READY TO ACCEPT THE PIPING
CONNECTION. BULKHEAD FITTINGS HAVE BEEN DESIGNED TO STAND UP TO=THE1MOST‘* ¤‘
DEMANDING APPLICATIONS WITHOUT LEAKING-YEAR IN AND YEAR OUT. THESE BULKHEAD
FITTINGS ARE MOLDED WITH AN EXTREMELY HEAVY WALL THICKNESS AND WILL WITHSTAND=
MOST ABUSE WITHOUT FAILURE. LEAK PROTECTION ALL SIZES OF BULKHEADFIITINGS COME
STANDARD WITH HEAVY DUTY BUTTRESS THREADS TO HELP PREVENT LEAKS UNDER PRESSURE.
THESE BUTTRESS THREADS ARE SUBSTANTIALLY STRONGER THAN THE STANDARD THREADS ON
‘
·
MINIMUM DIAMETER FOR BULKHEAD FITTINGS
TANK DIAMETER
9"
1.75
1.0
1.25
1.50
2.0
3.0
4.0
10”
12”
14"
14"
22”
30”
52"
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MERCURY SWITCH
-URETI-JANE RESiN
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136-01
H "‘°°““or·,o“o‘r
(Full internal Port)
(Reduced lnlemal Port)
Gill-
olenolcl Control
Fast Acting Solenoid Control
Reliable, Drip-Tight Shut-Off
Simple Design, Proven Reliable
Optional Check Feature
•
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The Cla-Val Model tas-01/eas-01 solenoid Control Valve is an
on-off control valve that either opens or closes upon receiving
..
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This valve consists
main valve and a three—way solenoid valve that alternately
applies pressure to or relieves pressure from the diaphragm chamber of
the main valve. lt is furnished either normally open (de-energized
solenoid to open) or normally closed (energized solenoid to open).
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electrical signal to the solenoid pilot control.
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added and a pressure reversal occurs, the
admitted into the main valve cover chamber and
the check feature option
downstream pressure is
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Item
1
2
Description
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Hytrol (Main Valve)
Y
E,
A
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CS3 Solenoid Control
L
3
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Optional Features
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Item
A
Description
A
B
X46A Flow Clean Strainer
CK2 (isolation Valve)
C
CNA Closing Speed Control
D
S
Check Valves with
Y
X43 "Y" Strainer
isolation
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Typical Applications
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TANK
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Solenoid
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Industrial uses for the solenoid control valve are many and
include accurate control of process water for batching,
mixlng, washing, blending or other on-off type uses.
Liquid level control can be providedby using afloat
switch or electrode probe which sends an electrical
signal to open or close the valve as needed.
2
'
' ..
Glll-Vlll"
Model
(USGS B&$iC Valve Model 100-01)
[jimgnsigns
(In
PTBSSUFG Ratings (Recommended Maximum Pressure - psi)
{___________________
B
J
inches)
Pressure Class
_
Valve Body & Cover
Threaded
Flanged
ANS'
150
Standards*
MET
Emu
--
2.00 lb`
lb'
ASTM A536
Ductile Iron
B16.42
250
400
400
ASTM A216-WCB
Cast Steel
B16.5
285
400
400
-j
@Z"
@
F
Bm.24
Bronze
225
400
.
E
ANSI B2.1
Details machined to
1
AAA
ANSI standards are for flange dimensions only.
End
H
I:
AA
.
________________________________________
Flanged valves are available faced but not drilled.
**
.
.....|
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E
{
{
A ———-—-·l`
ASTM esa
Note:
OUTLET
{
{
*
C
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I
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I
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.
Details
gt
K
{-
.
Grade
i
100-O1 (Globe)
,
specifications.
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Standard Material Combinations
-
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T
{
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{
Body & Cover
-
Cast Steel
Ductile Iron
Bronze
I
1
[
M"
Available Sizes
-
%"
4"
-
4"
D6" -
4"
I
l—--—--———-—··-—--·-—-—-—-
Disc Retainer &
“
‘
Diaphragm Washer
Cast
’
·
5
»
Bronze
Cast Steel
Iron
E
_
A
Bronze
Trim; Disc Guide,
is
Standard
.
{
Stainless Steel
is
K
O|tional
‘
B~¤¤-~t¤~¤¤&r
‘
-
»
Nylon Reinforced Buna-N°° Rubber
Diaphragm
"g‘“’*
-
Stem, Nut & Spring
.
»·
{
Stainless Steel
.
= -.~
.
_
-
·
A
····
—·
.
For material options not listed, consult factory.
Cla-Val manufactures valves in more than 50 different alloys.
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INLET
.
Model 136-Ot Dimensions (In
{<——-DD
I——oo¤ —.
.
Inches)
A
·
~
if
X %
Valve Size Inches
A Threaded
AA 150 ANSI
AAA 300 ANSI
1%-1%
1
.
·
.
2%
-2
3
·
4
.
A
‘
9.38
`11.00
12.50
-4
8.50*
9.38
11.00
12.00
15.00
9.00*
10.00
11.62
13.25
15.62
4.38
5.62
6.62
8.00
9.12
11.50
3.00
275
5.50
6.50
7.56
.8.19
10.62
—
—
—
-
3.25
4.75
5.50
6.25
—
4.00*
4.75
5.50
6.00
7.50
—-
—
4.25*
5.00
5.88
6.38
7.88
0.88
1.63
1.12
1.50
1.69
2.06
3.19
F 150 ANSI
—
—
2.50-
3.00
3.50
3.75
4.50
FF 300 ANSI
——
3.06
3.25
3.75
4.13
5.00
G Threaded
GG 150 ANSI
GGG 300 ANSI
-—
1.88
3.25
4.00
4.50
—
—
—
—
—
-
4.00*
3.25
4.00
4.00
5.00
4.25*
3.50
4.31
4.38
5.31
H NPT Bod Ta| |in|
%
%
%
%
%
%
%
%’
B
Dia.
C Max.
D Threaded
DD 150 ANSI
DDD 300 ANSI
E
NPT Cover Center Plu|
K NPT Cover Ta|pin|
J
Valve Stem Internal
Thread UNF
3.50
5.12
—
—
—
—
3.15
_
.
n
7.25
-
_
_
__
·
.
_
‘
·
‘
‘
Bé
%
%
%
%
%
B5
%
%
%
bé
%
%
1032
1032
%28
%28
1032
»
.
‘
_______
·
_
_
U
Stem Travel
—
0.4
0.6
0.7
0.8
1.1
A| |rox. Shi| Wt. Lbs.
3
8
15
35
50
70
140
X Pilot S stem
11.00
13.00
11.00
13.00
14.00
15.00
17.00
Y Pilot S
stem
9.00
9.00
9.00
9.00
10.00
11.00
12.00
Z Pilot S stem
9.00
9.00
9.00
9.00
10.00
11.00
-—
’
·
‘
`
12.00
"1V‘z” Size
Only
These Symbols li and it
%
%
Inches
1%
1
¤
Indicate Available Sizes
2
1 ba
2%
4
3
Valve Selection
1
End
Modgl
Suggested
135'M
(gpm)
Suggested
HOW
Max. Continuous
Max. lmarmiiraoi
How
Max. Continuous
(Llierslsec)
Max. Intermittent
” ¤
¤
33
Flanged
Threaded & Flanged
Threaded
Detail
55
93
125
210
300
460
120
160
260
370
580
13
19
29
16
23
37
24
42
1.2
2.1
3.5
5.9
1.5
2.6
4.3
7.6
.
-_
800
,
10
50
62
-
H
Model
srrssswt~¤~$
_______
636-01 is the reduced internal port size version ot the 136-01.
For 100-01 basic valves, suggested flow calculations were based on flow through Schedule 40
intermittent is approx. 25ft/sec (7.6 meters/sec). For
65
.
_
Pipe.
meters/sec) &
Maximum continuous tlow is approx; 20 ft/sec (6.1
maximum
—
r
·
100-20 basic valves, suggested flow calculationswere based on tlow through the valve seat. Approx. 26 it/sec (7.9
meterslsec) is used for maximum continuousllow.
M Flanged End Detail Only
.·
·
.
Pilot
37
is
System Specifications
I
When Ordering, Please Specify
T°mp°r°t"'° Ra"g°
V°"ag‘°`S:
.
4
s
ozooi
Catalog No. 136-01 or No.
1.
110, 220 -50Hz AC
Water: to 180°F
.
.
.
_
2· V*“""’
‘
24, 120, 240,
Fluids
Alr.
5, 12, 24,
weren
light ells
480 - 60Hz AC
120, 240
.
DC
·
r
‘
3. Pattern -
—
_
4_
Prgsgurg Cieee
5.
Threaded or Flanged
Max. operating pressure differential:
»
.
-
·
,
.
_
·
Desired
Energized or de-energized to open
7.
SOQEISOIG Control
o y
.
»
V
.
_
6- Materials
200 psi4
Buna-N° nuooai Synthetic Rubber
Globe or Angle
·
olnaia available at additional cost
Rubber Parts-
8*29
Main Valve
CO":
:
.
Insulation molded Class
,
Wm AC
Brass ASTM 12282
AC Volt Amps lnrush
AC Volt Amps Holding
Walls DC
Enclosure:
NEMA Type 1,2,3,3S,4,4X general purpose
F
6
30
S° 9 °jd Errr;1OSU 6- VOM e gr
H 8 rtZ’ QOI Hsu a Ion
dgM
16
Oparaung Pressure D'm'°"°"t'al
.-
.
-
-
Manual operator available at additional
NEMA Type 6,6P,7,9 Watertight Explosion
°°St·
Proof available at extra cost
Supplied unless °lh€lVVl$€ speelllerl
10
I
Desired Options
-9.
I
,
·
r
-
.
.
.
r
.
.
minimum
CLA-VAL
Represented By:
`
‘
PO Box 1325 Newport Beach CA 92659-0325
1
-
.
r
_
Phone: 949-722-4800 Fax: 949-548-5441
•
CLA·VAL CANADA
CLA-VAL EUROPE
4687 Christie Drive
Chemin des Mesanges 1
CH-1032 Ftomanell
Beamsville, Ontario
Canada LOR 1B4
-
Phone:
Fax:
`
E-136-01/636-01 (R-10/09)
,
·
when Vgmcéuy mstauéd
-
Note: Flowing Pressure Differential: 5 psi
ru
.
t'
I
10-6
.
1-
1-1
1
`I
water-rrghr
r-T-®
-
3_
—
905—563—4963
905-563-4040
‘
.
.
‘
·
·
_
Lausanne, Switzerland
Phone: 41-21-643-15-55
41-21 -643-15-50
Fax:
aCOPYRlGHTCLA-VAL2009 Printed irl USA
spaomoaiiooseiojoaioananeawimool oolioo.
www.c|a-valcom
‘
VA
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FI!
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WATERS EDGE ASSISTED LIVING - TRAVERSE CITY, MICHIGAN
UNDERWOOD FIRE EQUIPMENT
4s00o wss: mma MILE nn. #304
NOVI, MICHIGAN 48375
___·f
V
,.|*-V‘
A
MANUFACTURER
MODEL
N/A
DATE
PHONE: 248-347-4975 FAX: 248-347-0843
1 ‘INLINE FIRE PUMP
F12-mw
quorz no.
CUSTOMER NO.
8/1/2012
ENGINEERING DATA
|`IT
AC
2.5x2.5x7F
DIS. FLG.
V
.
125#
SUC. FLG. RATING
V
125#I
RATING
4
.
I
GPM
MAX. WORKING PSI
100
85
PSI
175
262
MAX. HYDR0 PSI
·
·
V
A
.
V
.
,
OPTIONS
1
ELECTRIC MOTOR
‘
·
_
I
MANUFACTURER
MODEL
US / EM ERSON
VARIOUS (UL/ FM)
FRAME SIZE
MOTOR ENCLOSURE
HP
RPM
AC VOLTAGE
15
3550
440 - 480
AMBIENT TEMP.
DESIGN CODE
DUTY
PHASE
3
215 JPV
-
.··
.
OPEN DRIP PROOF
40° C
V
V
~
V
`
B
CONTINUOUS
-‘
V
·
·
A
.
OPTIONS
1
FIRE PUMP CONTROL PANEL
MANUFACTURER
MODEL
STARTING METHOD
ACROSS THE LINE
SERVICE TYPE
LIMITED SERVICE
·
·
’
FTA 750
—
,
V
-
-
·
,
.
OPTIONS
1
V
·
FIRETROL
V
JOCKEY PUMP
V
V
V
·
·
MANUFACTURER
MODEL
UFE
GPM
1.6
PSI
95
HP
AC VOLTAGE
1/3
PHASE
1
-
·
.
.
_
KJM
.
EF
,
.
.
·
·
I
.
110 - 120
.
.
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—
.
‘
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I
.
.
-
.
V
'
e,
.
`
`
SEI`
1,/2 IN.
`
·
VV
NAME PLATE
SUCTION AND DISCHARGE GAUGE; SS
SELF VENTING DESIGN; NO AIR RELEASE VALVE IS REQUIRED
HOSE VALVE W/ CAP AND CHAIN (LOCAL THREADS)
"
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`
_
V
UL LISTED CASING RELIEF VALVE
@®
APPROVED
.
‘
--
·
V
·
.
4
,
·
`
.
V
“
V' "‘
‘
·
2
3/4 IN.
,
KIM
PREWIRED TO THE JOCKEY PUMP MOTOR
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3 1/2 IN.
1
.
_
~
FEATURES AND ACCESSORIES
1
2
’
JOCKEY PUMP CONTROL PANEL
OPTIONS
1
‘.
—
`
MANUFACTURER
MODEL
1
-
~
.
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1
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FP
PUMP SYSTEMS
A-c FIRE
A
Dimensions — Series 1580
2-5
Page 205
Pumps
Inline Fire
g
August 2006
Supersedes all previous issues
/
\
SPACE REQUIRED
FOR DISMANTLING
VI
I
..
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$1
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FOR GAUGE
FOR GAUGE
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FOR "X" 125/150#
ANSI FLANGE
A
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`
DISCHARGE
Il
A
0
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.
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-
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‘
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NOTES
1./XLLDIMENSIONSAREIN INCHES.
~
.
T
2.SUCTlONAND DISCHARGE FLANGES DRILLED PERANSI B16.1 CLASS 125#. HOLES IN FLANGESTRADDLE
CENTER LINE. SEE NOTE5
6. MOTOR DIMENSIONS ARE APPROXIMATE FORAGIVEN NEMA FRAME. CONSULT FACTORY IF SPACE IS LIMITED.
4. BOTH SUCTION AND DISCHARGE PIPES MUST BE SUPPORTED INDEPENDENTLY NEAR THE PUMP TO REDUCE
STRAIN 0NTHEI=·uMPcASING. ExPANSI0NJOINTS,IFUSEDMusTNOTExERTF0RcE-ON-cASING:
5. PUMPS OVER175 PSI MAXIMUMWORKING PRESSUREWILL HAvEADIScI—IAReE FLANGE DRILLED FERANSI.-·
IB16.1CLASS250#ANDBEDESIGNATEDWITHAN"H"PREFlX.ex.H6X6X11F
—
-
·
1.5x1.5x7F
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8><8><7F
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4.6
10.75
11.5
13.32
14.32
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6x6x11F
6x6x6.5F
@
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0
7.8
4.4
6.4
7.1
v
4.0
2
4.8
-
‘
28.63
33.5
16.0
32.0
III!
15-3
213-215
254-256.
24.1
284 #286
17-0
25.1
16.1-
36.0
324 -326V
26.0
18.1
7.9
14.3
4.2
364 +365;
28.0
18.1
8.75
18.3
5.4
404--405.
61.5-
21.0
11.0
9.4
8.75
18.1
5.4
9.4
10.25
19.5
66
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CUSTOMER ORDER NO.:
pUMp
PATA
MOTOR
PATA
SHOPORDER:
SIZE
HP
@
MODEL
CURVE NO.
TAG NO.
HEAD
GPM
·
.-
ROTATION
0W
VOLTS
PHASE
CERTIFIED BY:
~
HERTZ
‘
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SUOTION
-
FRAME SIZE
DISOH.
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ENDLOSURE
‘
A
DATE:
A
V
__
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.
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6
DISCHARGE‘
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14.0-
4.0
10.0
.
..
.
1.5
13.3
5.6
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-
—
.
‘
·
12.6
PUMP SUPPLIED WITH .75 NPT ON DISCHARGE NOZZLE FOR OASING RELEIFVALVE.
ALL OTHER PUMPS SUPPLIED w/.25 NPT ON VOLUTE BOTTOM NEAREST
NOZZLE.
-·
·
162-164
_-
14.1
7.4
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·
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7.5
23.0
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True RMS Metering with simultaneous 3 Phase Display
of Amps, Volts, Frequency, Pressure and Alarm MesSeQeS
listed
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UL2I 8, Standard for Fire Pump Controllers, and CSA,
Standard for Indusgriall Control Equipment. `Lhey are built
to meet or excee t e requirements o t e a proving
authorities as well as NEMA and the latest eclltions of
NFPA 20, Installation ofCentrifugalFire Pumps, and NFPA
70, National Electrical Code.
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Suitable lbr use as Service Equipment
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Emergency Manual Run Mechanism to mechanically
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Minimum Run Timer] Off Delay Timer
DaylightSavings Time Option
WeekyTestTimer
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Main Fire Pump Controller
The main fire pump controllershall be a factory assembled,
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wired and tested unit and shall conform to all the requirements
of the latest edition of NFPA 20, Standard for the Installation
of Stationary Pumps for Fire Protection and NFPA 70, National
Electrical Code.
The controller shall be listed by Underwriters Laboratories,
Inc., in accordance with UL218, Standard for Fire Pump Controllers, CSA, and Canadian Standards Association CSA—C22.2,
Standard for Industrial Control Equipment (cULus).
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The controllershall be ofthe combined manual and automatic type designed for full voltage starting of the fire pump
motor aving the horsepower, vo tage, phase and frequency
rating shown on the pla ns and drawings. The controller components shall be housed in a NEMAType 2 (IEC IP1 1)drip—proof,
wall mounted enclosure.
Withstand Ratings (Short Circuit Current Ratings)
All controller components shall be front mounted, wired
and front accessibleformaintenance. The minimum withstand
rating of the controller shall not be less than:
65,000 Amperes RMS Sym. at 200-240V
25,000 Amperes RMS Sym. at 380-480V
14,000 Am peres RMS Sym. at 550-600V
the available fault current of the system exceeds these
ratings, the controllershall be available with a withstand rating
as shown below:
If
85,000 Amperes RMS Sym. at 200-240V
65,000 Amperes RMS Sym. at 380-480V
25,000 Amperes RMS Sym. at 550-600V
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mechanism. The
circuit breaker shall be capable of being
padlocked in the OFF position for installation and maintenance
safety, and shall also be capable of being locked in the ON
position without affecting t e tripping characteristics of the
circuit breaker. The controller door shall have a locking type
handle and three pointcam and rollervaulttype hardware. T e
controller shall be suitable for use as service equipment.
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type characterdisplay. The displayand interface shall be NEMA
rated forType 2, 3R, 4, 4X, an 12 protection and shall be fully
accessiblewithout opening the controller door. The display and
user interface shall utilize multiple levels of password protection
for system security. A minimum of 3 password levels shall be
Ammeterlvoltmeter
The hre pump controller operator interface shall be
capable of displaying true RMS digital motor voltage and
current measurements for all three phases simultaneously.
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toggle between phases or current and voltage shall not be
accepted.
Voltage and current shall be measured by True RMS
technology to provide the most accurate measurement for
all sine waves, includin non-sinusoidal waveforms. Average
responding meters willgnot be accepted.
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Digital Status[AIarm Messages
The diglital display shall indicate text messages for the
status and a arm conditions of:
• Motor On
• Sequential Start Time
• Minimum Run Time
• Local Start
~ Remote Start
/ Off Delay Time
· Fail to Sta rt
• System Battery Low
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Emergency Sta rt
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Over Voltage
Over Frequency
Motor Over 320%
Motor Overload
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• Printer Error
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Timer shall be displayed as numeric values reflecting the value
ofthe remaining time.
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LED Visual indicators
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LED indicators, visible with the door closed. shall
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Operator interface
The fire pump controllershall feature an operator interface
with user keypad. The interface shall monitorand display motor
operating conditions, including all alarms, events, and pressure
conditions. All alarms, events, and pressure conditionsshall be‘
displayed with a time and date stamp. The display shall be a
128x64 Backlit LED capable of customized graphics and cryllic
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The controller shall include a thermal magnetic circuit
breaker. The circuit breaker shall be mechanical y interlocked
so that the enclosure door cannot be opened with the handle
in the ON position except by a hidden tool operated defeater
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provided.
Starting Method
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other supporting members. Field connections shall be made
externallyat the controllercouplingto prevent distortion ofthe
pressure switch element and mec anism.
· Emerg, iso, Switch Off
Motor Overload
Automatic Shutdown Disabled
• Undervoltage
Overvoltage
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Seismic Certification
Data Log ing
The digital display shall monitor the system and log the
The controller shall be certified to meet or exceed the
requirements of the 2006 international Building Code and
the 2007 California Building Code for Importance Factor 1.5
Electrical EquipmentforSdsequal to 1.88 or less severe seismic
regions. Qualificationsshall be based upon successful tri-axial
shake-tab e testing in accordance with ICC-ES AC—156. Certification without testing shall be unacceptable. Controller shall
following data:
·
Motor Calls/Starts
•
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Pump Last Run Time
Last Pump Start
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TotaIpController Pwr On Time
Min] Max System Pressure
· Last Locked Rotor Trip
Last Phase Fail/Reversal
• Last Locked Rotor Current · Min/Max Frequency
• Max Starting Currents
• Max Run Currents
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be clearly labeled as rated for installation in seismic areas and a
CertificateofConformanceaswell asa CenterofGravitydrawing
shall be provided with the controller.
Min/ Max Vo tage per Phase while idle (not running)
Min Voltage per P ase durin Start
Min/Max Voltage per Phase during Run
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Operation
A digitally set On Delay (Sequential Start) timer shall be
provided as standard. Upon a ca to start, the user interface
shall display a message indicating the remaining time value of
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the On Delay timer.
Event Recordin
Memory - TT·re controller shall record all
operational and
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alarm events to system memory, All events shall be time
and date stamped and include an index number. The system
memory shall ave the capabilit of storing 3000 events and
allow the useraccess to the eventlog via the user interface. The
user shall have the abilityto scroll through the stored messages
in groups of 1 or 10.
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The controllershallbe field programmablefor manualstop
or automaticstop. If set for automaticstopping,the controller
shall allow the user to select either a Minimum Run Timer or an
Off Delay Timer. Both timers shall be programmable through
the user interface.
A nonadlustable restart delaytimershallbe provided to allowthe residualvoltageofthe motorto decay priorto restartin
the motor. At least2 seconds, but no more than 3 seconds, shag
elapse between stopping and restarting the pump motor.
A weekly test timer shall be provided as standard. The.
controller shall have theability to program the time, date, and
frequency ofthe weekly test. In addition, the controller shall
have the ca pa bility to display a preventativemaintenancemesSage for a Service inspection. The message text and frequency
of occurrence shall be programmable through the user inter-
USB Host Controller
The controller shall have a built-in USB Host Controller, A
USB port capable of accepting a USB Flash Memor Disk shall
be provided. The controllershall save all operationaland alarm
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events to the flash memory on a daily basis. Each saved event
shall be time and date stamped, The total amount of historical data saved shall solely depend on the size of the flash disk
utilized. The controller shall have the ca pabilityto save settings
and values to the flash disk on demand via the user interface,
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The controller shall feature a
face.
A Lamp TeSt feature Shall be included. The userinterface
RS485 serial communications
have theability to display the status of the system
inputs and outputs.
A Audible Test feature shall be included to test the operation ofthe audible alarm device.
The controller shall not start the fire pump motor under a
Single—phaSe condition. lfthe motoris already running whena
phase loss occurs,the controllershallcontinueto run the motor,
ut Still di5Pl3Y3 Phase Failure alarm.
The fire pump controller software shall be automaticall
upgradable t rough the USB port by simply inserting a flash
dis with the new software. Fire pump controllers that requirelaptop computers, handheld equipmentor specialized devices
for software ulI>gradeS Shall be prohibited.
The contro ler Shall be a Firetrol brand.
port for use with 2 or4wire Modbus RTU communications,
shall also
Solid State Pressure Transducer
The controller shall be supplied with a solid state pressure
transducer with a range of 0-300 psi (0-20.7 bar) el psi, The
solid state pressure switch shall be used for both display of
the system pressure and control of the fire pump controller,
Systems using analog pressure devices or mercury switches
for operational control will not be accepted.
The START, srop and svsnzivi pizessukia shall be ai itally displayed and adigstable through the user interface, The
pressure transducer s all be mounted inside the controller to
prevent accidental damage. The pressure transducer shall be
directly pipe mounted to a bulkhead pipe coupling without any
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_
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KEN — JO MA TIC
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Pump System
Pressure Maintenance Pump
Fire
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DESCRIPTION
Packaged Jockey Pump and Control Unit
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1
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The pump isapositlve displacement sliding vane type withabullt-in
pressure relief valve.
T
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lt
steel titted, graphite bearings,
I
T
brass housing, stainless
T
and mechanical shaft seal.
2;
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—
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·
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HP single phase, 115 volt, single phase, 1725
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N
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enclosure included isadisconnect switch with
T
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FP
2-7
A-c FIRE
C
Page 302
August 07
T
`
Pump svsrems
List Prices Fire
.
_
Pump Fittings &
-
Accessories
Supersedes all previous issues
SUCTION AND DISCHARGE GAUGE ASSEMBLY
,
PSI
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DESCRIPTION
SUCTION PRESSURE GAUGE, 3.5 DIAL, 3-2-3% ACCURACY,
RANGE
l
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·
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·
DT
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-30-0-200
·
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DISCARGE PRESSURE GAUGE, 3.5 DIAL, 3-2-3% ACCURACY,
.
.
·
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—
.
RANGE 0-300 PSI
_
_
_
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1/4"
NPT TWO WAY BALL VALVE
1/4"
NPT STREET ELBOW
I
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‘
·
.
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.
.
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·
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NOT FOR CONSTRUCTION, INSTALLATION OR APPLICATION PURPOSES UNLESS CERTIFIED
I
CERTIFIED FOR:
*
·
s
F
-2
I
`CUSTOMER ORDER NO.:
SHOP ORDER:
I
l
`
A
TAG NO.
‘
CERTIFIED BY:
.
M
.
.
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·
.
.
.
DATE:
Dimensions - Fire Pump
ACCBSSOIIBS
.
l.
FP 2-7
Pump svsnzivis
A-c FIRE
_
Fittings
PBQB 313
&
August 07
Supersedes all previous issues
HOSE VALVE CAP & CHAIN
_
NPT
2-1/2" NST (STD)
OTHER
CAST BRASS
INLET
2-1/2”
HOSE THREAD
BODY MATERIAL
MAX W.P.
300 PSI
WEIGHT
p
·
-
»
_
»
·
*·` ·~°‘
·‘
’·
20 LBS
5.00
.
(127.00)
I
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·
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I
III
III
.
11.50
(292.10)
OPEN
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III
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·
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2,75
III
I
III
8.50
l_ (88.90)
NOT FOR CONSTRUCTION, INSTALLATION OR APPLICATION PURPOSES UNLESS CERTIFIEDIiljlw
I
CERTIFIED FOR:
·
I
CUSTOMER ORDER NO.:
SHOP ORDER:
A
TAG NO.
CERTIFIED BY:
»
—‘
·
‘
.
.
DATE:
‘
I
.
e
.
FP
A-c FIRE Pump SYSTEMS
Dimensions - Fire Pump
Accessories
Fittings
2-7
Page 303
&
U
August 07
Supersedes all previous issues
CASING RELIEF VALVE
3/4" Threaded
Size
Temperature Range
·
Water, Air: to 180°F Max.
I
Materials
1
Body & Cover:
_75
Rubber:
Brass
& Stainless Steel 303
\
Buna-N° Synthetic Rubber
UL Listed
5
1
Approximate Increase
for Each Clockwise Turn
55L Flange
of Adjusting
psi
20 xp 175
·
_
_
_
-
@
·
I
.
'
·
2
.
.
Screw
28.0 psi
.
_
—·•r /
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_
_
_
Flow Range: < 2500 GPM
.
·_
\I
Cast Bronze ASTM B62
Stainless Steel ASTM A743-CF-16Fa
Trim:
@ @
_
-
A
.
Pressure
Setting
.
_
lz;.,...
.
.
Screw
:
l
(Turn Clockwise
To Increase Setting)
_
FM Approved
55L Range
psi
0
*0
of Adjusting
»
75
,
-
Approximate Increase
for Each Clockwise Turn
,
_
‘
‘
·
:
=--¢-
Screw
as psi
-
U
7`44
20 to 200
28.0 psi
100 to 300
18.0 psi
U
N
I
I
.
I
.
Pressure Ratings
Cast Bronze 400
Stainless Steel
psi
400
·
Max.
psi
·
Max.
‘
Adjustment Ranges
0
to
75
psi
20 to 200
100
ip
“
{
-
‘"‘:>
psi
000
WEIGHT = 6 LBS
.
,
»
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psi
-
.
.
/§
·
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W-
.
‘
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|175 __I
<—
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3.50
4.50
A
NOT FOR CONSTRUCTION, INSTALLATION OR APPLICATION PURPOSES UNLESS CERTIFIED
F
CERTIFIED FOR:
CUSTOMER ORDER NO.:
SHOP ORDER:
r
TAG NO.
CERTIFIED BY:
:
:
.
‘
A
I
.
.
DATE:
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