HomeMy WebLinkAboutCity Council - 10/09/1973EDEN PRAIRIE VILLAGE COUNCIL
TUESDAY, OCTOBER 9, 1973
7:30 p.m ., Village Hall
INVOCATION - - - PLEDGE OF ALLEGIANCE - - — ROLL CALL
COUNC 11 MEMBERS: Mayor Paul Redpath, Joan Meyers, John McCulloch,
Wolfgang Penzel • Roger Boerger
COUNCIL STAFF: Village Manager Robert P. Heinrich, Village Attorney
Harlan Perbbc, Clerk John Frane
AGENDA
I. MINUTES OF REGULAR MEETING HELD SEPTEMBER 25, 1973.
II. PUBLIC BEARINGS:
A. Masters Condominiums by Weis Builders in Edemrale, request to rezone
to R M-2.5 for the construction of two 6-story condominium buildings
totaling 99 units at 13.4 dwelling units per acre. (Continued from
9/11173 Council Meeting)
Action: Motion to continue to meeting 0110/23/73.
PETITIONS. REQUESTS & COMMUNICATIONS.
A. Request br Brem Corporation to appear before the Village Council
regarding their mitigation for an on-se intoxicating liquor license.
(Report attached)
Action:
N. RESOLUTIONS & ORDINANCES:
A. Resolution No. 775, a resolution appointing election Judges, (Attached)
Action: Motion adopting Resolution No. 775 appointing election Judges.
B. Resolution No. 776, a resolution authorizing the Village of Eden Prairie
to participate in the Carver-Hennepin Transportation Study Task Force.
(Attached)
Action: Notion adopting Resolution No. 776 authorizing the Village of Eden
Prairie to participate in the Carver-Hennepin Transportation Study
Task Force.
C. Resolution No. 777, a resolution authorizing membership in the
Suburban League of Municipalities for one year period.
Action: Notion adopting Resolution No. 777 authorizing membership in the
suburban League of Municipalities for one year period.
D. Second Reading, Ordinance No. 235 for Basswoods site a2 approving
rezoning for 24 townhouse dwelling units from Rural to RM-6.5 in
Council Agenda -2- October 9, 1973
conformance with the amended Staff Report dated August 2 9 , 1973, and
Planning Commission recommendations of September 4, 1973.
Action: Motion approving Second Reading of Ordinance No. 235.
V. REPORTS OF OFFICERS, BOARDS & COMMISSIONS.
A. Report of Public Safety Director and Fire Chief:
Report of Lake Region Mutual Aid Association Fire Fighting School. (Att.)
B. Report of Village Manager:
I. Feeders, Inc. request for grading and land alteration permit. (Report
attached)
Action: I. Motion referring the grading permit application to the
Village Manager for staff review and the Planning Commission
and Park and Recreation Commission for review and recom-
mendations.
2. Request Major Center Area Task Force to convene to review
the Feeders, fnc. grading permit application.
2. Authorization to receive proposals for 1,250 qpm Fire Pumper.
(Report attached)
Action: Motion authorizing Village Manager to advertise and receive bids
for one 1,250 gpni Fire Pumper.
3. pequest from the Village of Edina to participate financially in a
traffic study regarding an interchange at Valley View Road and County
road 18. (Letter attached)
Action:
C. Egon of Village Clerk:
Village Clerk's Recommended License Application List dated 10/9/73. Att.)
Action: Motion approving License Application List.
VI. F NANCES:
A. payment of Claims No. 2702 - 2774. (Attached)
Action: Motion approving payment of Claims No. 2 702 - 2774
B. Cash and Investment Report. (Attached)
Action: Motion accepting Cash and Investment Report dated 10/1/73.
VII. ADJOURNMENT.
MINUTES
EDEN PRAIRIE VILLAGE COUNCIL
TUESDAY, SEPTEIIDER 25, 1973 7:00 P .11. VILLAGE HALL
Council tlembers: Mayor Paul Redpath, Councilwoman Joan Meyers,
Councilmen Wolfgang Penzel, Roger Boerger, John
licC ulloch.
Council Staff: Vii lage Attorney Harlan Perbix, Clerk John Frane
I. PRESENTATION BY MAYOR D. R. MIEDTKE OF ST ANTHONY = PRESIDENT OF
SUBURBAN LEAGUE OF TIIIIMITALMES.
II. MINUTES OF REGULAR MEETING HELD SEPTEMBER 11, 1973.
A motion was made by Hr. Boerger seconded by Mr. Penzel to accept
the minutes of September 11, 1973, as publ ished. Motion carried.
III. PUBLIC HEARINGS:
A. Condor Corporation , request for rezoning from Rural to I2-PRK
for the westerly 300 plus feet behind the 400 foot strip along
Washington Avenue, currently zoned I2-PRK.
Mr. Putnam, Village Planner, explained the project's background
and recommended denial of the rezoning request based on the
facts that the Smetana Sector Study, which will amend the 1968
Comprehensive Guide Plan, has not been approved; possible
location changes in county and vii lage roads; and lack of
utility service by Edina for the additional 300 feet. Interest-
ed property owners and the Planning Commission have met regard-
ing the planning of the sector and it is hoped that the study
would be completed within the next month. Poss ible additional
Planning Commission meetings may be scheduled to work on the
sector study.
Condor representative Jim Smuda stated that the ir request trig-
gered so many other - considerations for the area that perhaps
the request is being lost sight of in terms of its scope. He
felt that effort had not been made by the Planning Commission
to look specifically at their problem. The question of the
road was resolved at the request of the Commiss ion and addi-
tional monies spent for replanning the site. lir. Smuda re-
ported that Messrs. Helle and Pearson have no o bjections to Con-
dor's plans and the two residential dtsel 1 ings a re over 1,000
feet from the site It was requested that the Council either
approve the rezoning request or ask the Planning Commission to
give this project priority.
A moti on was made by ;Ir. Penzel seconded by Mr. Boerger to con-
tinue the hearing until October 23, 1973. Motion carried
unanimously.
Council fleeting -2- September 25, 1973
B. Basswoods site a2, 5.34 acres in The Preserve, request rezoning
for 24 townhouse dwelling units from Rural under PUD 70-3 to
RH 6. 5.
Hr. Dick Schwarz, architect for the project, explained the site
plan and the location of the six four-unit bull dings in re-
lati o on to adjacent sites. A single entrance to the project
would be off Basswoods Road with the six buildings situated
around a circle. Regarding the recommendations of the Planning
Commi ssion, a closer study of the building locations will be
made at the time of staking. The recommendations made by the
Commi ssion were agreeably received.
In an swer to Mr. Penzel's query, dr. Schwarz indicated that
recreational storage would be satisfied either by extending the
garage or providing such in shiel ded areas of the circle. This
will be more closely examined once the site is staked.
It wa s Mrs. Meyers feeling that an attempt be made by the
devel oper to satisfy the Planning Commission's seventh recom-
mendation between the first and second readings of the ordi-
nance and rezoning not be granted for a specific number of
units .
A not ion was made by Mr. Penzel seconded by Mr- Boerger to
approve the first reading of Ordinance No. 235 approving re-
zoning for 24 townhouse dwelling units from Rural to RM-6.5, in
conformance with the amended Staff Report dated August 29, 1973
and P lanning Commission recommendations of September 4, 1973.
Hotio an carried unanimously.
A not ion was made by Mrs. Meyers seconded by Mr. Penzel to
withhold issuance of building permits until recommendations 1-6
of the Planning Commission report of September 4 are met to the
satis faction of the staff and the Council be so advised.
lotion carried unanimously.
C. St. John's Wood 2nd Addition prel iminary plat for area located
south of -St. John's llood 1st Addition.
Hr. Jullie reported that there are some minor changes--St.
John' s Drive will continue to the southern end of the site wi th
a temporary turn around; number of units decreased. Utility
plans and proposals for street construction are in order and
have been given prel iminary approval.
A mot ion was made by Mr. Doerger seconded by Mr. Penzel adopt irg
Resol ution Ho. 768 approving the St. John's Wood 2nd Addition
pWrivninary plat with the inclusion of the recommendations of
the Village Engineer in the April 13, 1973 and September 14,
1973 Staff Reports. Notion carried unanimously.
Council Meeting -3- September 25, 1 973
IV. PETITIONS, REQUESTS AND COMMUNICATIONS
A. Letter commending Public Safety Department
A motion was made by Mrs. Meyers seconded by Hr. Penzel to re-
ceive and file the letter of commendation. Motion carried
unan imously.
B. Petition from approximately 300 Duck Lake area adults and
Vi ew elementary students for a skating facility.
A motion was made by Mrs. Meyers seconded by fir. Penzel to
receive and file the petition. Motion carried.
A motion was made by Mr. Fenzel seconded by Mr. Boerger to in-
struct the Manager to make the necessary arrangements with the
school district for a skating rink at Prairie View Elementary
School. Motion carried with Council members F4eyers, Penzel,
Boerger and Redpath voting aye; McCulloch voting nay.
V. RESOLUTIONS AND ORDINANCES
A. Resolution No. 770, a resolution approving 1974 Annual Budget.
Areas for correc tion were pointed out and Mr. Frane stated that
corrected pages would be avail able by the end of the week.
Also, the budget would be reproduced with all corrections made.
A motion was made by Mr. Fenzel seconded by Mrs. Meyers adopt-
ing Resolution No. 770 approvi ng the 1974 Annual Budget. Fiction
carried unanimously.
B. Resolution No. 771, a resolution certifying the 1973 tax levy
collectible in 1974.
Mrs. Meyers made the motion to adopt Resolution No. 771 certi-
fying the 1973 tax levy collectible in 1974. Mr. Penzel
seconded. Motion carried unanimously.
VI. REPORTS OF OFFICERS, BOARDS AND COMMISSIONS
A. Report of Buildi ng Inspector:
1. Recommendation of blanket setback variance for Edenvale 5th
Addition.
I t was reported that modifications to the zoning ordinance
would be forthcoming and Mr. Redpath and Mr. Penzel voiced
opposition to blanket variances.
A motion was made by Mr. Boerger seconded by Mrs. Meyers to
grant blanket setback variance for Edenvale 5th Addition as
recommended by the Building Inspector in his report dated
September 24„ 1973. liotion carried with Council members
Redpath, Boerger and Meyers voting aye; Perizel and McCulloch
voting nay.
Council Meeting -4- September 25, 1973
VI. Reports of Officers, Boards and Commissions (Continued)
B. Report of Vi llage Attorney
Mr. Perbix reported that the agreements are in and signed. How-
ever, there are technical questions on the title. Mr. Perbix
will notify Fir. Jullie when further action can be taken.
C. Report of Village Engineer
1. Approve grading and landscaping permit for Hr. Calvin Ander-
son for property located at the southwest corner of Hwy 169
and West 78th Street.
Mr. Jullie stated that the request was made because the area
is owned by the Village. Hr. Anderson would be changing the
slope and landscaping the area with tree plantings. Mr.
Perbix felt a letter of proposal should be written by Mr.
Anderson with his signature and the map attached as an
exhibit.
A motion was made by Mr. McCulloch seconded by Mr. Penzel
approving the grading and landscaping permit for Mr. Calvin
Anderson for property 1 ocated at the southwest corner of U.S.
Hwy 169 and West 78th Street per plans dated September 11,
1973 subj ect to the rec eipt of a letter of proposal . Motion
carried unanimously.
2. Approve Change Order No. 2 for Improvement Contract 51-249
in the amount of $1,80-0 for correcti on of poor subgrade ma-
terials on Heather Avenue and Tamara ck Trail.
A motion was made by Mr. Penzel seconded by Mr. Boerger to
approve Change Order No . 2 for I.C. 51-249 in the amount of
$1,800 additional for subgrade correction on Heather Avenue
and Tamarack Trail. On roll call, all voted aye. Motion
carried.
3. Approve Change Order No . 4 and final payment to Lametti &
Sons, Inc . for Improvement Contract 51-241, sanitary sewer
and watermain laterals for the Duck Lake area.
A motion was made by Firs. Meyers seconded by Hr. Penzel to
approve Change Order No . 4 in the amount of $10,435.85 and
final payment to Lamett i & Sons, Inc - for I.C. 51-241 in the
amount of $1,570,659.60 less previous payments and subject
to receipt of lien waivers from all materials suppl iers and
subcontractors plus one—year maintenance/warranty bond com-
mencing September 25, 1973. Notion carried with al 1 members
voting aye on roll call .
Council fleeting -5- September 25, 1973
VI. Reports of Officers, Boards and Commissions cont.)
C. Report of Village Engineer (cont.)
4. Receive petition from Scenic Heights Addition residents for
sanitary sewer and watermain laterals plus street paving.
Mr_ Boerger moved Mrs. Meyers seconded to adopt Resoluti on
No 772 ordering preparation of a feasibility report for
Projects SAN 73-1-27 and WTR 73-2-27, Sanitary Sewer and
Watermain laterals plus street paving for the Scenic Hei ghts
Addition. Motion carried unanimously.
5. Resolution requesting the Minnesota State Highway Department
to install traffic signals at the intersection of T.H. 5 and
Mitchell Road and construct turning and by-pass lanes al ong
T.H. 5 from 1-494 to western Village limits.
A motion was made by Mr. Penzel seconded by Mrs. Meyers to
adopt Resolution No, 773 with the following additions:
HMEREAS, a safety hazard is created by school buses tu rn-
onto T.H. #5.
and to the last paragraph add this phrase:
and correspond injy, lowering the speed limit west to t he
intersection of County Road 4.
Mot ion carried unanimously.
D. Report of Director of Parks and Recreation
1. Con sidera tion of Anderson Lakes Park Development Concept .
Mr. Jessen expla bed the staff report to the Park and Rec
Commission as well as its recommendations. The status of
par k land acquis ition was also reported with 52.93 acres
purchased by the Village; 43. 98 acres acquired through con-
demnation; 21.15 acres optioned by the Village; 113.55 acres
inc luded in the Village's 1974 LAWCON Grant Application; and
8 single family houses on 1 - 1.5 acre lots to be acquired
later.
The concept of encircling the park area with fencing was dis-
cus sed and it was pointed out that fencing would not prevent
wil dlife from us lag the area but would protect the habitat
from the invasion of people. Bloomington residents are a-
ware of the concept plan.
Mr. Jessen will be looking at the capital improvements pro-
gram. Some of the fencing should go in in 1974. Additional
grant monies could be applied for.
A motion was made by Mr. Penzel seconded by Hr. Boerger to
approve the "Nature Center" Concept as exemplified inthe
recommendations in the August 21, 1973 Staff Report to the
Park and Recreation Commission. Motion carried unanimously.
- Council Meeting -6- September 25, 1973
• yr . Reports of Officers, Boards and Commisions (Cont.)
D. Report of Director of Parks and Recreation
2. Request by Eden Prairie Schools for use of furniture from tie
Teen Center at Round Lake Park for the "Mini -School Program."
A motion was made by Mr. Boerger seconded by Hr. Penzel to
give the furniture from the Teen Center at Round Lake Park to the School District for the "Mini-School Program". Motion
carried unanimously.
3. Offer by William Cooper to donate land located at 175th Ave.
West and -66th Street to the Vfl lage for park purposes.
A motion was made by Mr. McCull och seconded by Mr. Penzel
accepting William Cooper's donation of property located at
175th Avenue West and 66th Street; abating all spec ial assess-
ments payable on the land; and assuming responsibil ity for
the 1 ast half of the real estate taxes due arid payable in 1973. Motion carried unanimous ly.
4. Bryant Lake Water Quality Analysis.
fir. Jessen reported that the purpose of the study i $ to hel p
in determining the use of the park area. Half of the cost
of the study-412,000--would be assumed by Eden Prairie un-
less other communities participated.
A mot ion was made by Hrs. Meyers seconded by Mr. McCulloch
to instruct the staff to continue to seek to broaden the
financial participation and to enter into a Phase 1 joint
study with the Nine Mile Creek Watershed District. Motion
carried unanimously.
5. Recommendation to apply for "Beautification Funds" from the
Nine tine Creek Watershed District for grading and plantings
at Bryant Lake Park and for plantings along Nine Mile Creek
In the area of new Highway 212.
A motion was made by Hr. Penzel seconded by 14r. Boerger to authorize the appl i cation as outlined in the Park and
Recreation Director 's report of September 19. 1973. Motion carried unanimously.
A motion was made by Mrs. Meyers seconded by /Ir. Penzel in-
structing the Direc tor of Parks and Recreation to contact
the hi ghway department about the site along Hwy. 212 and
to tel 1 them that we expect them to comply wi th the site
plans this fall. Notion carried unanimously.
Council Meeting -7- September 25, 1973
VI. Reports of Officers, Boards and Commissions (Cont.)
D. Report of Direc tor of Parks and Recreation (cont.)
6. Discussion of Leaf Recyc ling Center --cons iderati on of alter-
native sites, etc.
Mr. Jessen explained that the original site considered was
not obtainable; therefore, a site west of Franlo Road and
north of County Road 1 and a site in the Birch Island area
are under consideration. Consideration of the Franlo site
has prompted letters both objecting and favoring the loca-
tion of the center; the Birch Island site is not desirable
because of the trees.
A motion was made by Mr. Penzel seconded by Mr. Boerger to
authorize the relocation of the Leaf Recycling Center to the
Franlo site given the written assurance from the county for
screening and other controls. Motion carried unanimously.
D. Report of Finance Director
1. Resolution No. 769 awarding bid on 1974 — 3/4 ton 4 wheel
drive cab and chassis truck for Utility Division in the a-
mount of 53,695 to Ford Freeway Motors.
A motion was made by ir. Boerger seconded by Hr Penzel to
adopt Resolution No. 769 awarding the bid on 1974 3/4 ton
four wheel drive cab and chassis truck for the Utility
Di/ision in the amount of $3,695 to Ford Freeway Motors. On
roll call, all voted aye. Motion carried.
F. Report of Village Clerk
1. Village Clerk's Recommended License Application List dated
September 25, 1973.
A motion was made by Hr. Penzel seconded by Mr. Boerger
approving the Clerk's Li cense Application List of September
25, 1973. i4otion carried unanimously.
VII. FINANCES
A. Payment of Claims No. 2624 - 2701.
A motion was made by Mrs. Meyers seconded by Mr. Penzel to
approve payment of Claims No. 2624 - 2701. On roll call, all
voted aye. Notion carried.
Council jeeti ng -8- September 25, 1973
A motion was made by n Ir. Penni seconded by Mr. Boerger to refer
to the Village Attorney the Karl H. Kra hl summons-- an appeal from
special assessment levied a gainst his property. Mo tion carried
un animously.
A motion was made by ilr. Penzel seconded by Hr. Boerger to refer
to the Village Attorney the Robert T. B rown supplemental order to
show cause. Motion carried unanimously.
A notion was made by 14r. Boerger seconded by Mrs. Meyers to ap-
po lot Eleanor Beale to the Human Rights Commission. Motion
ca rried unanimously.
The meeting adjourned at 11 :15.
Suzanne K. Lane, Deputy Clerk
DATE:
TO:
FROM
SUBJECT:
October 3, 1973
Mayor and Memb rAof Council
Village Manager 1M'
RECEIPT OF LIQUOR LICENSE APPLICATION FROM
BREM CORPORATION
A completed application for an on-sale intoxicating liquor license
has been received from the Brem Corporation. Mr. "William C. Gelmer,
acting as the attorney for the Brem Corporation, in a cover letter dated
October 1, 1973, has requested the opportunity to be placed on the
agenda for the October 9th meeting of the Village Council. Mr. Galina
alludes to the statement that the Village Council will "hold the available
licenses at this time". Mr. Geimer requests to hear from the Council
regarding this matter prior to any expenditure of the $1,500 submitted
as the investigation fee. With this in mind, I will place this item on
the October 9, 1973, Council agenda.
A copy of the complete license application is not attached, only the cover
letter from Mr. Geimer. . The Brem Corporation has applied for the liquor
license to be issued for the site presently known as the Eden House.
RPH:kg
GEIMEE, RICE & ARNOLD, LTD.
ATTORNEYS AND COUNSELORS AT LAW
William C. Calmer
Jahn D. Rican,
David B. Aroma
Lewin E. Blown,
Ronald J. Jo.Panom
E - IS Meadvageonk Building
6490 Errelee Boulevard
Minneapolis, Minnowa5.5426
Telephone: (6121 920-2041
Cable: EXCEL, Minneopolin
Of Cowman!:
SW. 4. MeRnntie
October 1, 1973
Honorable Village Council
of the Village of Eden Prairie
and
Mrs. Yvonne Swift
Deputy Clerk
Village of Eden Prairie
8950 Eden Prairie Road
Eden Prairie, Minnesota 55343
Gentlenaen:
We herewith enclose Application of Brem Corp. for on-sale intoxicating
liquor license. In connection with this application there is submitted
the fol lowing :
1. Check in the amount of $1,500 .00 payable to the Village of Eden
Prairie for payment of the investigation fee.
2. Par t I - General Information in connection with this Application
which is submitted in duplicate. Attached to the General Informa-
tion portion of the application is Exhibit "A" which contains the
leg-al description of the premises to be licensed; Exhibit "B" which
is a plat plan; Exhibit "C" in connection with the distances of
the establishment from churches and schools; Exhibit "D" detailing
the investment of the applicant pursuant to question 14 of the
General Information form; Exhibit "E" in coruiection with creditors
pur-suant to question 15 of the General Information form and Exhibit
"F" which details the information required by question 16 of the
General I nfonna t ion form.
3. We further enclose two certified copies of the Articles of Incorpora-
tion of Brem Corp. and two certified copies of the By-Laws of Brent
Cor p.
4. We submit in triplicate Part II - Personal Information in connection
with Mr. Robert E. Haugen.
5. We submit in triplicate Part II - Personal Information in connection
with Mr. Edward A. Slipka.
We telephoned Mrs. Swift and she advised us that it was not necessary
to deposit the annual license fee of $7,500.00 at this time. Ordinance
No. 202 requires this to be submitted at the time of the application but
Mrs. Swift advised me that the Village Council did not now require it at
the time of the application. If the same is so required would you please
advise me immediately.
Honorable Village Council
of the Village of Eden Prairie
and Mrs. Yvonne Swift
October 1, 1973
Page 2
I would appreciate being placed upon the agenda for the October 9th
meeting of the Village Council. I have heard that there is some feeling
to hold the available licenses at this tine. If this is so, I desires
to hear such a determination by the Council prior to expenditure of the
investigation fee.
Therefore, I would appreciate your placing me on the agenda for October
9th and advising me accordingly.
If you need anything else at this time in connection with this application
do not hesitate to advise.
Very truly yours,
GETJ4ER, RICE & ARNOLD LTD.
William C. Delmer
MG/bb
Enclosures
VILLAGE OF EDEN PRAIRIE
1-1ENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 775
RESOLUTION APPOINTING ELECTION JUDGES
WHEREAS, the annual Village election will be held Tuesday.
November 6, 1973 • for the purpose of electing one mayor for a two
year term and one councilman for a three year term,
WHEREAS, proper notice of said offices as required has been
given and proper notice of said election will be published.
NOW, THEREFORE, be it resolved by the Village Council of the
Village of Eden Prairie:
1. The following residents have agreed to serve as election
Judges arid counters in District I:
Mrs. Margie Woodhouse Route 3, Chaska 445-1428
Mrs. Evelyn Rogers 9100 Eden Prairie Rd. 941-4776
Mrs. Lorraine Raths 16960 S. Shore Lane 938-4349
Mrs. LuAnn Guthmueller 16 94 1 S. Shore Lane 935-4716
2. The following residents have agreed to serve as election
Judges and counters in District II:
Mr. Fred Holasek 7160 Willow Creek Rd. 94 1-4 051
Mrs. Doris Johnson 14315 Crown Drive 941-2 0 39
Mrs. Nancy Autio 7279 Augusta Lane 94 1-2 1 19
Mrs. Mary Upton 16163 Fdenwood Drive 941-2851
3. The following residents have agreed to serve as election
Judges and counters in District III:
Mrs. Patricia J. Nelsen 12205 Sunn ybrook Rd. 941-1259
Mrs. Tinny Gibson 1573 7 Cedar Ridge Rd. 941-1624
Mrs. Mildred Clark 15 480 Pioneer Trail 941-3269
Mrs. Sandra Brown 8920 County Road 18 944-2555
ADOPTED by the Village Council on October 9, 1973.
Paul R. Redpath, Mayor
ATTEST: SEAL
John D. Frane, Clerk
VILLAGE cx EDEN PRAIRIE
HENNEPIN COUNTY, MINNESOTA
RESOLUTION NO. 776
A RESOLUTION AUTHORIZING THE VILLAGE OF EDEN PRAIRIE
TO PARTICIPATE IN THE CARVER—HENNEPIN TRANSPORTATION
STUDY TASK FORCE
WHEREAS, the 1-394 and 2 12-169 Highway Corridor Studies did
not provide specific recommendations on the future role of Minnesota
State Trunk Highway #5 and Crosstown Highway 462, and
WHEREAS, various independent traffic and transportation studies
have been conducted and/or are currently underway in Hennepin and
Carver Counties • and
WHEREAS, the Hennepin County, City of Minnetonka, and Village
of Eden Prairie Jointly oppose a proposed diagonal connection of
Crosstown Highway #62 and T. H — #5 from Townline Road through the
Duck Lake Area to T.H. *5 suggested by the Metropolitan Council
Transportation Study Committee, and
WHEREAS, the Metropolitan Council, State Highway Department,
Carver County, Hennepin County and the several municipalities In
Carver and southwestern Hennepin County have indicated interest to
participate,
THEREFORE, BE IT RESOLVED that the Village of Eden Prairie is
hereby authorized to participate is the Transportation Study Task Force
for Ilennepin and Carver County, and
FURTHER RESOLVED that thet Manager and/or his designee and
a member of the Village Council a nd/or the Council's citizen designee
be appointed the two official representatives to s uch Task Force.
ADOPTED by the Village Council on October 9, 1973.
Paul R. Redpath, Mayor
ATTEST:
SEAL
John D. Frane, Clerk
PROGRAM
LAICE REGION /RITUAL AID ASSOCIATION
' FIRE FIGHTING SCHOOL
OCTOBER 3., 1973
I
Architects
Told Associates, Inc.
600 Osborn Building
St. Paul, Minnesota
)22711_ieers
Dunham Associates, Inc.
6800 France Avenue South
Minneapolis, Minnesota
CONFIDENTIAL
THIS REPORT SHALL tem BE
stletarrza TO ANY OTHER
PARTIES WITHOUT PERMISSION
OF LAICE REGION 1417TDAL AID
ASSOCIATION.
ii
INDEX
Page
X.PROGRAM
A. Introduction
1
B. General Information
2
C. General Requirements and Objectives
3
D. Training Program
4
/I. MASTER PLAN
A. Nike Site Location
5
B. Site Plan
6
C. Present Building - Proposed Use
7
D. Future Use
8
III. ANALYSIS AND COSTS
A. General Observations
9
B. Electrical Observations
10
C. Mechanical Observations
11
D. Budget Work Sheet
12
E. Repair Estimate
13, 14
A. INTRODUCTION
The following program of requirenents has been prepared by the contributing
members of the Lake Region tamtual.Aid Association, Montrose Fire Depart-
ment and New Germany Fire Department, their architects, Wold Associates,
Inc. and engineers, Dunham Associates. It iss intended to establish the
requirements§ for conversion tcs and modificati-on of the Nike Base in Carver
County, north of St. Bonifaciers, Minnesota, into a fire fighting school.
LAKE REGION ICTUAL AID ASSOCIA.TION
Chanhassen Fire Department
Chief Jerry Schlank
Box 97
Chanhassen, Minnesota 55317
Eden Prairie Fire Department
Chief Ray Mitchell
14801 Scenic Heights Road
Eden Prairie, Minnesota 55343
Long Lake Fire Department
Chief Gerald F. Schmitz
2069 Orchard Lana
Long Lake, Minnesota 55356
St. Sonifacius Fire Department
Chief Clarence Luebke
St. Bonifacitia, Minnesota 55375
Excelsior Fire Department
Chief Lebahn Morse
Excelsior, Minnesota 55378
Maple Plain Fire Department
Chief Neil Palmer
Maple Plain, Minnesota
C2taska Fire Department
Cadet Wallace Ess
23.7 Walnut Street
Citaska, Minnesota 55318
Minnetonka Fire Department
Asesistant Chief Larry Hicks
5616 Mahoney Avenue
Minnetonka, Minnesota 55343
Sigmund Tire Depart:sant
("lief Russ orn
5284 Maywood Road
Mcsund, Minnesota 55364
Victoria Fire Department
Maio!' Jim Schatieg
Victoria, Minnesota
Montrose Fire Department
Montrose, Minnesota
Wayzata Fire Department
chief Cla.ff Fadden
522 North Broadway
Wayzata, Minnesota 55391
FIRE DEPARTMENTS CONTRIBUTING TO THE STUDY (per may 3, 1973 mooting)
1. Chanhassen 5. Clhaska 9. Wayzata
2. Eden Prairie 6. Minnetonka 10. Excelsior
3. Long Lake 7. Mound
11. Maple Plain
4. St. Bonifacius 8. Victoria 12. Montrose
13. New Gareany
-1-
E. GENERAL TNFORMATEON
The Usk. Region Ritual Aid Association evolved from a group of suburban . -
fire chiefs concerned with the training of their men to close the wide
gap between what urban fin departments are now doing and what the sub-
urban departments must do to meet the problems of expended industrial-
ization, population growth and an expanded economy.
The concept of fire service and fire fighting is changing rapidly and
by growing deliberately they will be able to avoid obsolescence. The
center will be used to conduct the annual fire and industrial fire
colleges, weekend training for volunteers, basic training for recruits,
fire and arson investigation schools, demonstrations of techniques and
materials, the fire administrators institute and the fire instructor
training course.
This group has taken the initial steps to acquire the 20 acre Nike
Base northwest of St. Bonifacius for a purchase price of $20,750.00
to be used as a training facility for fire fighters. This will give
the chiefs the opportunity to better utilize the time dedicated for
training fire fighters.
I
C. GENERAL REV/IMAMS AND OBJECTIVES
This program has bean prepared to outline the requirements for conversa-
tion to arid rendification of the Nike Base at St. Bonifacius, Minnesota,
into a firm fighting scnool. the following items will be analyzed for
initial purchase and first year operation.
/.. General work including site
2. Mechanical work
3. Electrical work
The liaison established with the surrounding property owners will be an
important factor in the planning, design aund operation of the new facil-
ity. The present clean rural-farm like atmosphere will be maintained
and incorporated in all phases of planning design and operation.
The winterising of existing and new facilities will be analyzed in the
future to afford year around utilization of the fire fighting school.
Upon approval of this program, studies should be reads to show a master
plan to anaewer the ultimate needs for a first rate fire fighting school.
-3-
11
1). TRAINING P1oGRA14
A. First year - 1974 (example or proposed trainirtg programs)
1. Annual fire fighters school
2. Weekend rescue schools
A. Auto rescue techniques
B. underground rescue techniques
C. Other
3. Drafting practice (raroval of water from silo #3.)
4. Smoke and fire fighting training in burn building
S. other
B. Second year - 1975 (example of additional programs to first
year' a schedule)
1. Weekend propane gas fire fighting (participation by suppliers)
.2. Annual fire fighters school expanded
3. Rescue school
4. Tank truck school
5. Rail tanker
6. Air crash training
7. Mask drills
8. smoke drills
9. other
-4-
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A. NIK E S TE LOCATION
Itte site is located in Carver Count y , Watertown Township, northwest of'
of St. Bonifaacius, Minnesota.
•
--,, -IL. • I -
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-5-
F4t4c.e.
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X1-2.2A
C. PRESENT IRILLDINGS - PRDPOSED USE •
The following Listed buildings or spaces are constructed to government
standards: Example - Block walls, wood ceilings, elaborate electrical
equipment, minissim of mechanical heating, adequate toilet facilities.
Ste van storage and siissle storage areas are the only two buildings of
poured concrete. Taking into account the existing buildings and the
desired training course the following use list was formulated.
1Suiidiot
1. Ready building
2. Pump house
3. Vass storage
4. Guard house
5. Missle assembly building
E. GOSIetatOr building
7. Warhead building
8. Mini.. storage 111
9. Minim storage 112
1.0. Misfile storage ft3
Use in School
Administration/Office/Lunch
Amp house
Bun building
Guard house
Shop/Service/Storage/Grounds
Cut-a—way pump school
Pumper school
future rental
Smoke class
Terseit practice
-7-
D. RIM RE REQUIREMENTS
ahe following structures, or facilities are proposed for incorporation
Into the muter plan for this facility, upon completion of the purchase
of this property and after adequate operation, the master planning of
this facility wi.1.1 begin.
A, Tower
Classroom 100 x 290
C. Dormitory in future
13. Flammable liquid pit in conjunction with assasable liquid
storage tank..
E. Loading dock"ill azsa
F. Tank car railroad &VIA
G. Tank truck area
E. Airplane nem
I. L.P. gas
.7. Parc ible entry
Z. Other
—0-
GENERAL OBSERVATIONS
1. The site is located in an excellent Location for the proposed use,
remote, but with excellent roads to facilitate heavy truck traffic.
The sits is elaborately fenced for security.
2. The casting buildings are useless fox just about any other type
of facility, except the fire fighting scnool. Ilse imagination
used on fire fighting program and interface with existing stow.
tures maks the moat of the physical balildirage.
3. Damage through vandalise and abandonment i 4i.41, repair to
doors, locks, windows, etc. are tile major item.
4. the costs of purchase . and repair are proposad to be shared
gamily by all unnicipsalities entering into the joint agreement
20 each has equal ownership and an equal voice in deciding policy.
5. The costs of operation and maintenances are proposed to be shared
according to size of memicipality, mann of firemen trained and
number c:of days used, am the municipalities would be assessed fairly
for their share of operation and maintenance.
6. The opewating costa could be reduced by the following sources
of income.
A . Storage rental
B. Rifle/pistol range'
c. Manual program teems from non-owneas
D. Pedenal/state training aids
E. Other
-9-
FIRE FIGHTING SCHOOL
Fornser Nike Base
—
B. Electrical Observations:
I
1. The base has 1 3,800 volt primary service which enters at the main
entrance.
2. The 13,800 volt is distributed throughout underground to ground
mounted trans f omer stations located adjacetn to the buildings
which they serve.
3. The transformers are arranged for 120/208 volt, 3 phase, 4 wire or
120/240 volt, single phase service to the buildings. '
4. Service equipment within the building appears to be in fairly good
shape. Circuit breaker panelboards are generally used for dis-
tribution within the building.
5. Branch circuit wiring and lighting fixtures within the buildings
have been vandalized, very few units remain intact.
6. All exterior fixtures have been damaged.
Minimum. Requirements to Make the Electrical System Operable:
1.. Run continuity and high potential tests on all 13,800 volt lines.
2. Check for continuity, grounds and shorts in all transformers and
secondary lines to buildings.
Check service equipment within the buildings and be assured that
all circuit breakers operate properly.
4. - Clear all branch circuits of grounds and shorts.
5. Remove and tape off all exposed wiring where equipment has been
removed.
6. Isolate the silo which has been flooded until all equipment , has
been dried out and checked.
7. Replace all missing and broken lighting fixtures interior and
exterior.
8. Replace broken wiring devices. switches and receptacles.
9. Check out electric unit heaters and thermostats. •
FIRE FIGHTING SCHOOL
Former Nike Base
c. Mechanica 1 Observations:
1. Each building has its' own indivi .thial heating system. Some are hot
water, electric heat and oil fired furn3ce units. They all appear
to be in an operable condition with minor repairs and servicing. •
2. All components for the central water well system appear to be intac t
• and except for minor repair or adjustment should operate satisfactorily.
3. The sanitary sewer system was observed but not checked at this pre -
liminary observation. According to the plans will be adequate for the
purpose intended and there should be no difficulty in putting into an
operable condition.
4. The storm sewer appears to be functioning adequately and should be
satisfactory for your use.
• Minima Requirements for Operation:
1. All building heating units whether electric, hot air or hot water will
have to be serviced and checked for proper operation.
2. The water system will have to be checked and serviced, water pipe
pressure tested for leaks and chlorinated before use.
3. The sanitary sewer system will have to be checked for proper operat ion
and any plugged section opened and thoroughly flushed.
. The sewage plant shall be pumped and put Into operation.
5. The storm system should be flushed and the number one underground s lb
shall be pulped dry and the sewer system checked for obstruction.
6. All blowers, fans, and mechanical ventilation equipment will have bo
be checked far proper operation. The belts checked for proper tens ion,
• cracking or missing bel ts, motors and bearings greased or oiled and
• alignmer:t checked.
7. All of the above will have to be accomplished before the facilities are
ready for summer-winter operation. •
D. BUDGET WORK SUET
MIDGET
1.. =rya. PURCHASE
A. Site $20,750 -$20,750
B. Constructica (See "E•• repair est.) 11,100 - 14,100
C. Pees • Architect/Engineering/legal 800 - 1,200
D. Equipment and Furniskting 1,000 2,000
E. Contingency I 5% of Cost. 650 - 850
TOTAL $34,300 -$38,900
2. OPERATING MG= - FIRST YEAR (muster only)
A. Adatimistrative Cost $ 3,000 -43,000
B. Insures' 800 - 1,000
C. Miscallaneous Repairs SOO - SOO
ID. Mechanical 200 -
B.
Electrical 400 - SOO
F. Maintenance/Personnel/Security 1,500 - 2,000
G. Contingency 800 - 1,000
* TOTAL. $ 7,200 -$11.300
$
a me above budget estimates are made using work units at union
scales, with some work being dam by the individual departments,
or erne econced.cal labor being used the figures can be reduced.
-12-
E. REPAIR EST/MITE
The following items ware analyzed with respect to repairing tha existing
facilities for sumer, 1974 operation. Certain it are absolute-1y re-
quirod for security, safety and protectica of investment. These are
marked with an asterisk (*)
BUDGET
1. SITE
*a. Roads, seal coat and patch
b. Lawn/landscaps (sow hay)
*c.
Security contract or ..railer, for
security and maintenance person.
*d. Repair gate
9 /4nw/Creglhicil
TOTAL
2. GERM.
*a. Carpentry (miscellanoous)
*b. Glazing
* C. Replace or repair (vandalized items)
and now walls for burn building
d. General cleanup
*e. Miscellaneous painting (new doors
and windows)
TOOL
3. PIECHANIC,AL
*a. Water system
b. Storm system
*d. Sanitary system
1,500 - $ 2,000
200- 300
1,000 - 1,500
•
300 - 400
200 - 300
$ 3,200-S 4,500
900 - 5 1,000
600- 800
800- 1,000
300- 400
300- 400
$ 2,909 $ 3,600
700 5 900
100 300
500 700
TOTAL $ 1,300 - $ 1,900
li. REPAIR EMEMATE - continued
BUDGET
4. ELECTRICAL
*a. Test of conductors, transformers etc. $ 1,400- $ 1,600
*b. Replace Lighting fixtures, reisir
branch circuits 2,300 - 2,500
TOTAL
$ 3,700- 8 4,100
COMM MTS. $11,100 - $14,100
The above estimates axe made assuming all values, switches, gasps,
etc. are operational and only require starting.
-14—
DATE:
TO:
FROM:
SUBJECT:
October 4, 1973
Mayor and Memberp of Council
Village Manager jfit
FEEDERS, INC, REQUEST FOR GRADING LAND
ALTERATION PERMIT
Because of unauthorized, but apparently legal, removal of trees from
the Feeders, Inc. property located south of West 78th Street in the area
of the proposed Major Center Area Ring Route, the Village Council
adopted Ordinance No. 226 amending Ordinance No. 142, an ordinance
regulating land alteration, excavations, pits and removal of earthly
deposits. This amendment to the land alteration ordinance was adopted
July 10, 1973.
On August 3, 1973, I received a letter from the firm of Lindquist &
Vennum over the signature of Mr. Maclay R. Hyde dated July 30, 1973,
making application to the Village of Eden Prairie for a permit for certain
land grading activities. The letter went on to say that additional
materials required by Village ordinances would be submitted. (Copy of
7/3 0/73 letter enclosed - Attachment A)
In a letter dated September 10, 1973, and received my office September 11,
1973, from the law firm of Vesely, Otto, Miller & Keefe over signature of
John B. Keefe, the Village was informed that pertinent data required under
the ordinances would be made available for staff review and that
Feeders, Inc. requested to be placed on the Tuesday. September 25, 1973,
Council agenda. The necessary materials were not forthcoming at the time
the September 25th Council agenda was prepared; therefore, the matter
was not included on the agenda.
On September 24, 1973, the Village received a document from the firm of
Lindquist & Vennum over the signature of Mr. Maclay R. Hyde, enclosing
certain materials supporting the application for a permit to undertake certain
land grading activities. Copies of the same report were also delivered, it
is my understanding, to members of the Village Council.
Inasmuch as the Feeders property is in the Major Center Area, the process
that would be followed would be consistent with the approved recommendations
of the Major Center Area Task Force as specified in the Major Center
Planned Unit Development adopted this past July by the Village Council.
Namely, recommendation 1 under environment: that all developments
within the Major Center Area will be governed by Village P.U.D. standards
for the Major Center Area. Further, that the review of all the developmental
proposals require a suitable Environmental Impact Statement and that the
provisions of Ordinance No. 142, amended by Ordinance No. 226, relating
to grading and hnd alteration be followed.
Page 2
It is recommended that the Village Council in the meeting of October 9,
1973, inform representatives of Feeders, Inc. that their request for grading
permit will be processed according to the provisions mentioned above.
The grading permit application should be referred to the Village Manager
for review by himself, members of the Village staff and the Planning
Commission, Park and Recreation Commission for review and recommen-
dations. In addition, the Major Center Area Task Force would also
convene to review the grading permit application. Other agencies that
have indicated an interest in the grading permit application should receive
copies of material provided the Village. These agencies include the Riley—
Purgatory Creek Watershed District, Minnesota Department of Natural
Resources, Soil Conservation Service of the United States Department of
Agriculture , Minnesota State Highway Department, and Hennepin County
Department of Public Works.
Upon the completion of the review of this grading permit application by
the various agencies, Village boards, advisory commissions, and staff,
the Council then should establish a date for public hearing of the grading
permit.
On a separate but related natter, administrative approval has been granted
to Feeders, Inc. to remove the building located at 12809 West 78th Street
on their property. Permission to demolish the building is specific in
excluding the right to bury the material and of course does not include
permission to excavate or grade any of the land.
RRH:kg
INOPPS vIC PINUP
1.0.010 C. LINOCWIST
NORM. L. 940/N•1.1.
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OrPPLO PIIPOIMISOP
COW•PO M. ...PON
POMEPT J. If
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PICHAPIO J rivracm•Lo
P mill• J. OPVTIMIX
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WILLIAM L. PDX
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VOLLIPP C. ImOMENSEN
LEW SCHw•IIIT•
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001.4 IS M. PATmItt[10
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DAVID (..111.5, JP.
M•1•1,I C.P ,PER •
1..UPP01 n
Vipv NI IL •.61v0IT•ON
DAVID J. OMPLNPOPT
MARK III.JOPH•Ova
NOMA LO L. POLON!
LINDQUIST & VENNUM
4a00 105 ENTER
00 SOUTH ISITm STREET
INNEAPOL MINNESOTA 55402
TELEPHONE (SIS) 3.35-66S1
CAULK ADDRESS: LIN LAW
SUOURBAN COME
WAYZATA NED TEAL WALE. NO
560 NORTIE C E AAAAA AVENUE
WAYZATA, INN .ESOTA 1113101
July 30, 1973
Village Council
Village of Eden Prairie
Eden Prairie, Minnesota
Gentlemen:
Feeders, Incorporated hereby makes application to the Village of
Eden Prairie for a permit to carry on certain land grading activit lee
at its property located in Eden Prairie and described in the Application
which is enclosed. Feeders, Incorporated further, by this letter, makes
application to the Village of Eden Prairie to remove the buildings
located on its property and to obtain such other and additional
referrals, consideration, and approvals as may be required under the
ordinances of the Village of Eden Prairie • Minnesota or other appli-
cable laws, rules and regulations of the State of Minnesota or its
agencies and municipal governments.
Feeders, Incorporated will submit to you 'within approximately two
weeks the following information required under Section 4 of Ordinance
142 (as amended by Ordinance 226) of the Village of Eden Prairie,
Minnesota: (a) a topographic map or maps showing the area as it
presently exists and showing the planned contours following the
grading operations; (b) a proposed develozzent plan; (c) a performance
bond in the principal amount of $10,000; (d) a certificate of appro-
priate liability insurance; and (e) an ecological and environmental
evaluation of the land alteration and proposed development. The
annual license fee in the amount of $50 is enclosed.
Upon submission of the above described materials, it is my under-
standing that the application to conduct grading operations under
Ordinance 142 as amended by Ordinance 226 will be administratively
complete. Accordingly, Feeders, Incorporated requests, at this time,
that upon the submission of the additional materials as stated above,
a hearing be scheduled before the Village Council within approximately
seven days of the filing of said materials for consideration of and
action upon the application.
LINQQUI ST & VENNUM
Village of Eden Prairie
July 30, 1973
Page 2
Feeders, Incorporated requests, at this time, that I be advised
immediately as to any further approvals, ref errals or reviews which
the Village deems to be applicable to the within application irm order
that any necessary applications or submissions may be made consistent
with all laws, rules, regulations and municipal ordinances which are
applicable to the request of Feeders, Incorporated for all, permissions
and approvals necessary to conduct the proposed grading operations on
the property described on the enclosed application.
Feeders, Incorporated does not, by this application or the submission
of any further applicatioens or the filing of any supporting materials,
in any way intend to waive or relinquish its right to develop, use or
employ the property descr ibed in the enclosed application for aall uses
and purposes consistent with its rights under the laws and Constitutions
of the State of Minnesota and the United States and, specifically,
Feeders, Incorporated does not waive or relinquish its objections to
the purported application of Ordinance 142 as amended by Ordinance 226
of the Village of Eden Prairie, Minnesota; the adoption and undertaking
of Project Str72-9-26 for grading and roadway construction (the so-
called Ring Road concept) ; the major center area development plan or
concept and related assessment and land use policies and other actions
purported to restrict or limit the development, use or disposition of
the Feeders, Incorporated property in a reasonable and lawful manner.
Thank you for your consideration in receiving and filing this appli-
cation.
Very truly yours,
LINDQUIST & VERNON
B y ,e di
/ • )
Racially R. Hyde
MRH:bt
encs.
DATE:'
TO
FROM:
SUBJECT:
October 2, 1973
Mayor & Me rnberssK Village Council
Village Manager p
AUTHORIZATION TO RECEIVE PROPOSALS FOR
1,250 GPM FIRE PUMPER
The 6 Year Capital Improvement Program will be forthcoming within the
next several weeks. It is my hope to get it to the various advisory boards
and commissions by the end of October. C)ne very important capital
expenditure included in the C.I.P. with strong recommendations from the
Fire Chief, Public Safety Director, and myself is one 1,250 Gallon Per
Minute Fire Pumper. At the present time, the Village of Eiden Prairie
Fire Department has only one pumper in service. The latest reports
indicate that it takes upwards of 18 months for delivery. By requesting
sealed bid proposals, this fall, we would still not receive the pumper
until early 1 975.
I strongly recommend that the Village Council authorize the Village Manager
to advertise for sealed proposals for one 1 • 250 GPM Fire Pumper. The
specifications for this mode of fire apparatus are available in my office for
your review. The specifications have been used by other municipalities
and we are confident we shall receive morn than one bid.
RPH:kg
SPECIFICATIONS
MOTOR FIRE APPARATUS
FOR
VILLAGE OF EDEN PRAIRIE
TWO STAGE PUMPER
The Specification for Motor Fire Apparatus as
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within the current Pamphlet No. 19, published
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National Fire Protection Association shall I go
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as they are emended by the fol lowing Special
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SPECIAL PROVISIONS
Article 100 GENERAL
1011. "The City" as used in these specifications sh
a
l
l
refer to the Village of Eden Prairie and the
"Chief of Fire Department" shall refer to the
Fire Chief of the Eden Prairie Volunteer Fire
Dept. of the said Village of Eden Prairie.
1012. "Sealed Propose ls.....apparatus listed f
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:
One (I) 1,250 GPM Fire Pumper which shall....
INDEX
PREFACE
GENERAL PECIFICATIONS
SECTION I
CAB DESIGN
Page 1 - 2
SECTION II
CHASS I S
Page 2 - 5
A. Frame I. Wheel s
B. Bumper H. Steering Gear
C. Springs K. Drive Lirte
D. Front Axle L. Tires
E. Rear Axle M. Shock Absorbers
F. Transmission N. Fuel Systems
G. Clutch
H. Brake System
I. Service Brakes
2. Parking Brake
3. Brake Performance
SECTION III - ENGINE
Page 6
A. Cooling System
B. Exhaust System
SECTION IV - PUMP
Page 7 - 10
A. Piping
B. Front Suction
C. Outlets
SECTION V - BODY
Page 11 - 14
A. Compartments
B. Ladder Rack
C. Tailboard and Running Board
D. Booster Tank
SECTION VI - ELECTRICAL
A. Al ternator
B. Batteries
SECTION VII - PAINTING
SECTION VIII - MISCELLANEOUS
E. Deluge Set
F. Hose Reel
G. Soft Suction
H. Compartment Hose Drawing
C. Starting Device
0. Lights and Devices
L. Electric Generator
Page 17
Page 18
SPECIFICATIONS FOR MOTOR FIRE APPARATUS
For Village of Eden Prairie
"The City" as used in these sped i fications shall refer to the Vi llage of
Eden Prairie and the"Chief of Fire Department" shall refer to the Chief
of the Fire Department of the Vii 1 age of Eden Prairie.
Sealed proposals are desired from reputable makers of automobile fire
apparatus in accordance with these specifications and with the advertisement,
a cop y of which is attached, for the piece of apparatus listed as follows:
Fire Truck, Two Stage Pumper, 1250 gallon
per minute, hose body, booster tank and all
other appurtenances in accordance with the
specifications provi ded.
The following provisions shall apply insofar as they do not conf lict with
any general form of specification or instructions to bidders to which these
speci fications may be attached.
The contractor shall furnish satisfactory evidence of his abil it y to construct
the apparatus as specified and shall state the location of the factory where
the apparatus shall be built and that the motor, pump and all component
parts of the apparatus are of the latest design or model on the market at the
time the actual assembling of the apparatus takes place.
The contractor shall defend any and all suits and assume all liability for
any and all claims made against the Village or any of its officials or
agents for the use of any patented process, device or article forming a part
of the apparatus or any appliance furnished under the contract.
Due to severe service that this apparatus must successfully and dependably
render without due cost, the mater ials must be the finest of their
respective kinds, properly proportioned, machined and assembled as a well
coordinated unit.
When analyzing the bids submitted and in recommending a successful bidder,
super ior design, workmanship, material, operating costs and past experience
will be taken into consideration. The right is reserved to reject any
and/or all bids proposing equipment which in the opinion of the Village is
unsui table for the Village's use.
Bidder will furnish the standard truck manufacturer's warranty applying
to truck and chassis; tire warranty as supplied by tire manufacturer;
battery warranty as supplied by battery supplier. He shall also furnish a
one year warranty on the pumps and its components and plumbing against
failure or malfunction due to defective materials or workmanship; also
against failure or deterioration of materials used, fabricated or installed
by him and for workmanship supplied. Warranty shall include labor service
necessary to replace or repair warranted parts.
Bidder must furnish with the bid: Descriptive ma terials, including make
and model of motor, clutch, transmission, front and rear axles arid drive
line. Certified power curve and data for motor. Photos or drawings
showing all pertinent dimensions. Bata on weights on each axle and springs.
A list of at least five municipalities with paid f ire departments where
a similar model apparatus is in acti ye service at present. Minor- details of
construction and materials, where not otherwise specified, are left to
the discretion of the contractor, who shall be solely responsible for the
design and construction of all features.
The purchaser reserves the right to request changes in design or materials,
where such designs and materials have been proved in service and a final
plan shall be made available to the purchaser for approval before construc-
tion begins.
The manufacturer must supply at the time of delivery at least two copies of
a complete operation and maintenance manual covering the complete apparatus
as delivered, including the truck, pumps and other specialized fire fighting
equipment. Also two indexed and numbered parts manuals and one shop manual
for the maintenance and repair of the motor, puop and chassis shell be
furnished. A schematic diagram of the complete electrical system shall be
provided.
Design: The apparatus shall be constructed with due consideration to the
nature and distribution of the load to be sustained and to the general
character of the service to which the apparatus is to be subjected when
placed in service. All parts of the apparatus shal 1 be strong enough to
withstand the general service under full load. The apparatus shall be so
designed that the various parts are readily accessible for lubrication,
inspection, adjustment and repair. The apparatus shall comply wi th all
appl i cable motor vehicle laws. Where special tools, which are not normally
used or available are required to service any components of the apparatus
built or supplied by the manufacturer, such tools shall be provided with
the apparatus.
Carrying Capacity: The full y laden weight of the completed vehicle,
including the filled water tank, full complement of hose equipment and
equivalent personnel loading of 1,200 pounds, shall not exceed the chassis
manufacturer's published gvw rating for the model. In any event, the total
load on each axle shall not exceed the publ i shed rating of the axle manu-
facturer nor exceed the axle loads permitted under applicable laws.
Article 1030 Section 1 031 of the National Fire Protection Association Standard
on Motor Fire Apparatus NFPA No. 19 i s hereby made an integral part of
these specifications.
Del ivery: Complete delivery of this apparatus shal 1 be made in al I details
F.O.B., Eden Prairie, Minnesota with calendar days after order is placed.
Bidder shall certify conclusively thaTgs factory has all necessary parts,
meter ials and equipment in stock or immediately available to compl ate and
deliver this apparatus within specified calendar days.
A competent man in the employ of the manufacturer shall remain with the
apparatus for a period of time necessary to conduct all tests and instruct
all members of the Fire Department as the Chief may designate in the operation
of the apparatus.
Bidder shall furnish satisfactory proof with the bid that repair parts and
repair service will be quickly avai I able to the Village for the life of the
apparatus. This fact must be certi fled and signed by a responsible official
of the company. Bidder must certify that apparatus fully meets specifica-
tion of latest NFPA Motor Fire Apparatus #19. Apparatus shall not be
accepted by the Village of Eden Prairie until it has successfully passed tests
conducted by an engineer of the Fire Underwriters Laboratories, Inc., and
an acceptance test conducted by the officials of the Village of Eden Prairie
Fire Department. The test by the Eden Prairie Fire Department shall consist
of those outlined in PIFPA 19, Chapter X.
SECTION I - CAB
A Design
The cab shall be a so-cal led conventionaT style, engine forward,
capable of seating at least 6 men dressed in fire fighting gear.
The front section shall be full y enclosed. The rear section
shall be partially open with a roof over the seat portion.
The rear seat shall face to the rear of the vehicle and posi-
tioned back-to-back with the seat in the front section.
There shall be a sliding window between the front and rear
sections to permit communications. The seats and panels
(floor and/or sides) shal 1 be quickly removable to permi t
access to the fire pump. The cab shall be the Louisville line
custom cab or equal.
There shall be an access door for the rear section on the left
side only. The door latch shall be secure to prevent accidental
opening. It shall have a stop to limit i ts opening to prevent
swinging into the operator's panel.
The seats and back cushions shall be heavy duty truck type with
sturdy spring construction with air foam rubber padding covered
with heavy duty type Naugahyde. The driver's seat shall be a
bucket type individual ly adjustable. The remaining seat shall
be non—adjustable.
The instrument panel shal I be within easy reach and view of the
driver.. It shall include but not be ling ted to the following:
B Instruments
Oil pressure gage and warning lights
Engine temperature gage and warning light
Aoreter and warning light
Fuel tank level gage
Speedometer and odometer
Limiting valve for control ling front wheel brakes
Battery selector switch (Cole-Hersee)
(Bank #1 - Bank #2 - Both Banks - Off)
Switches to operate emergency lights
Hand throttle to control engine speed (micro)
Engine tachometer and hour meter
Air pressure gage, warning light and buzzer
-1-
SECTION I - CAB (continued)
C Equipment
There shall be two (2), electric or air, operated windshield
wipers to clear the windshield of rain or snow for the driver
and passenger. They shall have variable speed controls.
There shall be a large, fresh air type heater and dual
defroster to keep entire windshield free of frost in winter
operation, There shat I be two fans on the dash to aid in
defrosting windshield. There shall be two (2) chrome plated,
West Coast style rear view mirrors approximately six (6) by
sixteen (16) inches, one mounted on the driver's door and one
mounted on the passenger door. There shall be no colored
striping or trim on the mirror backs.
The cab shall be metal lined inside and insulated to keep it
warm and absorb sound that might present interference with
radio reception and transmission.
There shall be a radio coneartment easily accessible and
adequately ventilated constructed under the right front
seat of the cab.
There shall be two chrome plated air horns mounted on the
cab roof, centered near the front, controlled by a lever
inside within easy reach of the driver and passenger.
There shall be a chrome plated hand rail approximately
twelve (12) inches long mounted in a verticle position
just to the rear of each front door.
There shall be two (2) sun visers provided, one for each
seat in front.
SECTION II - CHASSIS
A Frane
Complete and accurate data covering frame showing dimensions,
material s and section modulus shall be furnished with the bid.
Frame shall be guaranteed for the normal life of the apparatus
against buckling, sagging or other failures due to faulty
design, material, or workmanship.
Two (2), 2 inch 40. tow hooks are to be secured to the frame
on both front and rear. Front tow hooks are to be furnished.
No holes shall be dri I led in frame flanges for securing muffler,
wiring, etc. Drill web only there necessary.
B Bumper
A chrome plated heavy duty bumper shall be securely attached
to the front of the frame. It shall be at least 8 inches
-2-
SECTION II - CHASSIS (continued)
B BUMPER (cont.)
high and have a lip rol led at right angle to the face at
the top and bottan. It shall be extended approximately
10 inches forward of cab skirting and a treadplate deck is
to be provided between the bumper and the cab skirting.
C Springs
The springs both front and rear shall be heavy duty eel
elliptical type. They shall be of such size to safely
support the weight of the vehicle fully loaded with
equipment and personnel • The total weight of the vehicle
shall be distributed as nearly as possible to 33% on the
front and 67% on the rear axle.
O Front Axle
The front axle shall be Tirrken FE500 series or equal, with
a minimum load rating of 12,000 pounds and shall include heavy
duty shock absorbers.
E Rear Axle
The rear axle shall be rated at no less than 23,000 pounds.
It shall be a single or double reduction, no spin, full
floating type with hypoid gears. The gear ratio of the
rear axle combined with the gear ratio of the transmission
shal 1 produce a speed in the highest gear at governed RPM
of not less than 55 mil es per hour.
Axle housings shall clear road surface at least by 8 inches.
An angle of departure of at least 8 degrees must be maintained
at the rear of the vehicle %hen normally loaded.
F Transmission
Transmission shall be syncranesh heavy duty five (5) speed
forward and one in reverse, direct in fifth. Torque capacities
of transmission and clutch shall be adequate to maintain and
transmit the maximum torque fran the engine through all gear
reductions to the wheel s with as much traction as possible.
Provide torque curve data.
G Clutch
The clutch shall be a heavy duty dry plate disc type, fully
enclosed and ventilated. It shall be readily adjustable,
accessible and removable without disturbing the engine. It shall
be of sufficient size to smoothly handle the transmission of power
under all operating conditions and have a torque capacity of at
least 20% more than the torque output of the vehicle engine.
.3.
SECTION II - CHASSIS (continued)
H Braking System
Service and parking brakes shall be independent and separate
sys tem. All brakes shall be read' ly accessible for adjustment.
I. Service Brakes Service brakes shall be of the full air
actuated, heavy duty type. They shall operate on all
four wheels and be furnished with a 12 CF14 compressor,
quick build up kit, low air pressure warning buzzer,
front wheel limiting valve, maxi-brake or equivalent,
moisture ejecti on, al cohol injection and quick coupler
device, to provide filling the reservoir from an external
source in a handy location.
The pilot reservoir and main reservoir shall be adequate
size to supply air for stopping the vehicle. Both shall
be equipped with moisture ejection valves.
2. Brake Performance Brake performance shall compi y with
applicable reg ulations. However, as a minimum requirement,
service brakes shall be capable of bringing the fully
laden apparatus to a complete stop from an initial speed
of 20 miles per hour in a distance not exceeding 30 feet
by actual measurement on a substantially hard surfaced
road that is free from loose material, oil or grease. The
initial speed may be approximated by use of the speedometer on
the vehicle.
The service and parking brake systems, operating independently,
shall be capabl e of positively holding the full y loaded
vehicle on a 20 percent grade or the maximum grade specified
when the vehicl e is performing any of its designed stationary
functi ons.
I Whemls
Whemls shall be of the steel disc 10 hole Budd type.
Fenders and guards shall be braced and firmly secured. The
clearance to wheels with skid chains in place shall be in
conromity with the standards of the National Association of
Cha I n Manufacturers.
J Sterine Gear
The steering gear shall be of the latest type Ross cam and twin
levar hydraulic power steering unit or approved equal of proper
siza for equipment of this type. The steering wheel shall be at
least twenty (20) inches in diameter.
SECTION II - CHASSIS (continued)
K Drive Line
The propeller shaft shall be heavy all seamless steel tubing,
dynamically balanced for vibration free operation at a 11 road
and pumping speeds. It shall have a torque capacity at least
twenty (20) percent greater than that applied by the engine
through the transmission.
The universal joints shall be heavy duty, anti-friction, needle
bearing type with external grease fittings to permit lubrica-
tion with a standard grease gun without disassemblying the joint,
L Tires
Front tires shall be single and rear tires dual. All tires
shall be of the tube type and shall be 10:00 X 20,14 ply
rating wi th mud and snow tread on the rear duals. Each load
bearing tire on the apparatus shall not carry weight in excess
or the recommended load for intermittent operation for truck
tires of the size used, as published by the Tire and Rim
Association, Inc., Akron, Ohio, or the tire manufacturer's
pub] lobed rating.
M Shock Absorbers
There shall be a heavy duty tubul ar type shock absorber at
each of the two (2) front springs of the vehicle.
N Fuel System
Where a Diesel engine is provided, the fuel system shall be of
the commercially accepted injector type complete with the
necessary filters. The fuel line shall be so located as not to
be subjected to heating and pocketing of vapor or heat from
the exhaust or any other source of ignition and it must also
be protected from rnechanical injury. Suitable valves, filters
and drains shall be installed on the fuel line including a
sediment trap with removable screen.
The fuel tank shal 1 be of corrosi on-resisting ma terial and of
not less than 40 gallons capacity. All joints shall be locked
seamed and soldered or brazed or welded or riveted and soldered.
One or more wash partitions sha 1 I be installed. A suitable
vent opening and means for draining directly from the tank shall
be provided. The tank fill opening shall be not less than I 1/2
Inches in diameter.
Tank and fill piping shal 1 be so placed as to be protected from
mechanical injury and not be exposed to heat frorn exhaust or
other source of ignition. Tank %hall be so placed as to be
easily removable for repairs.
-5-
SECTION II - CHASSIS (continued)
When more than one fuel tank is instal led, all tanks shall be
permanently inter—connected without va 1 ving to permit free
flow between tanks and to the fuel system. The fuel gauge
installed shall indicate the proportionate amount of fuel in the
tank system at any time.
SECTION III - ENGINE
The engine shall be a Diesel Engine, Detroit Model 6 7 1-N having
not less than 426 cubic inch displacement and developing not
less than 265 brake horsepower at 2300 RPM, and a Torque rating
of at least 650 ft. lbs. at 1600 RPM. The engine shall be fully
equipped with oil cooler, lubrication and fuel filters, dry
type air cleaner of sufficient capacity to prevent any restriction
in air intake limi ting speed governor, overspeed protection device
and all other accessories required for a complete engine operated
emergency vehicle. Complete data on the engine proposed shall
be furnished with a bid covering the make, model and all technical
data covering the crankshaft, bearings, valves, sleeves, compression
ratio and power curve sheet. Low oil pressure, high temperature
shut off or alarm.
The engine shall be capable of performing the pumping tests
herein specified without exceeding the maximum no-load governed
speed of the engine used without accessories; the certification
to be by a responsible official of the engine 'manufacturer.
The engine shall demonstrate its ability to deliver 10% more
power than required to pump rated capacity at rated pressure.
This shal I be done without exceeding the maximum no-load
governed speed of the engine.
A Cooling System
The cooling system of the engine shall be pressurized and shall
be adequate to maintain a temperature of the coolant in the
engine not in excess of the engine manufacturer's maximum
temperature rating. A heat exchanger utilizing water from the
fire pump to cool engine coolant without mixing with it. Water
from the pump to the heat exchanger shall be controlled by a
valve on the opera tor's panel.
Adequate and readi ly accessible drain cocks shall be installed
at the lowest point of the cool ing system and at other such
points as are necessary to completely drain al 1 water from the
entire cooling system. These cocks shall be so designed as not
to open accidently due to vibration.
The radiator shall be so mounted as not to develop leaks due to
ordinary running and operating. The construction shal I be such
that the radiator will not corrode, nor readily clog. Automatic
radiator shutter shall be instal led, air powered.
-6-
SECTION III - ENGINE (continued)
13 Exhaust System
The piping and discharge outlet shall be so located as to not
expose any portion of the apparatus or equipment to excessive
heating. Exhaust pipe discharge is not to be directed toward
the pump operator's position. The system shall include a
sui table muffler with the exhaust pipe extended to outside
of the body and downward just ahead of the right rear wheel.
There shall be heat deflector plates to protect the transmission
or other equipment from excessive heat.
SECTION IV - FIRE PUMP
A 1250 gallon per minute Class A, two stage centrifugal or
equal series parallel, gear drive, nidship mounted fire
truck pump of the latest design and in accordance with
good modern practice shall be furni shed. It shall be capable
of either series or parallel operat ion. Pump she! I deliver
the percentage of rating discharge at pressures indicated below:
100 percent of rating capacity at 150 pounds net pressure in
second stage
70 percent of rating capacity at 200 pounds net pressure in
second stage
50 percent of rating capacity at 250 pounds net pressure in
second stage
100 percent of rating capacity at 165 pounds net pressure in
second stage
Impellers and impeller seal rings are to be of high grade bronze
repl aceable type and mounted on a stainless steel shaft supported
by heavy duty oil lubricated bearings at each end- The impellers
shal I be accurately balanced and of the iatest design to afford
ample reserve capacities at minimum horsepower requirements.
Bronze wear rings shall be easily replaceable so as to el iminate
need for the replacing of the entire pump volute case.
The main pump body shall be horizontally split and shall be in
two (2) sections for easy removal of the entire impeller assembly,
including wear rings, without disturbing setting of the pump
on the chassis. Pump case halves shall be bolted together on a
single horizontal plane. A cross section view of the pump and
gear case showing all working parts shall be furni shed and will
be considered in judging the acceptability of the design. The
pump body is to be of close grain nickel iron semi -steel with
all moving parts which come into contact with water to be of
bronze or stainless steel.
-7-
SECTION IV • FIRE PUMP (continued)
Pump impeller chamber and discharge connections shall be
tested by the pump manufacturer for 10 minutes to a pressure
of 100 lbs. per square inch in excess of the maximum working
pressure and the suction chamber of the pump shal I be tested
to a hydrostatic pressure of 350 lbs. per square inch.
The pump shall be capable of taking suction and discharging
water with a lift of 10 feet in not more than 30 seconds with
the pump dry, through 20 feet of suction hose of appropriate
size. It shall be capable of developing a vacuum of 22 inches
at an altitude of up to 1000 feet .
A high capacity, positive displacement rotary gear priming pump
which can be both mechanically and electrically operated and
equipped with an oil tank assembl y for automatic internal
lubrication of the pump and mounted in a location where it
can be easily serviced shall be furnished.
A booster pump will not be accepted as the priming device.
A vacuum test with a capped suction of at least 20 feet long
shall develop 22 inches of vacuum and hold a vacuum with a
drop not in excess of 10 inches in 10 minutes. The pump shall
be provided with a plate giving the rated flow at "capacity"
and "pressure" test pressures, together with the R.P.M of the
engine at these pressures and del iveries and mounted in clear
view of the pump operator 's panel .
The f ire pump shall have a relief valve to allow re-circulation
of water yawn all nozzles are closed and to prevent surge on
other lines when closing nozzles. The control for the relief
valve shall be conveniently located on the operator's panel.
It shall have a light to indicate its mode of operation. The
relief valve or pressure regulator shall be of a size and design
capable of operating over a range of 90 to 300 psi net pomp
pressure.
An el ectrically operated pressure and volume control shall be
furni shed. It shal 1 be operated from the pump operator's
posit ion, without shutting down the operation of the pump and
its position shall be clearly identified by a colored indicator
light.
An engine tachometer to indicate engine revolutions while
pumping shall be provided as to protect against abusive engine
speeds and mounted on the pump operator's Panel.
Pump shift shall be manually operated, convenient ly located
within the cab.
-8-
SECTION IV • FIRE PUmr" (continued)
An engine control throttle of the vernier type, positive locking
and quick release type shall be provided on the operator's
panel.
A removable sheet steel casing completel y enclosing the under
side of the pump compartment and heated by the engine shall
be provided.
A pressure gauge registering up to 600 lbs. per square i nch
with 1/4 inch pipe thread connection and of a type that will
not be injured when subjected to a vacuum shall be provided
one for each stage of pun. A regulation valve shall be
furnished and operated at the operator's position to prevent
flutter of the gauge. A re-calibrating type gauge with easily
removable lens shall be provided.
A compound gauge shall be provided on the suction side of the
pure) registering at least 150 lbs. pressure and 30 inches of
vacuum and of the type as shown above shall be furnished.
An oil pressure and engine temperature gauge shall be installed
on the pump operator's panel.
The gauges shall be suitably enclosed or protected from freezing
and mounted on a black vinal covered gauge panel with two large
operator s panel lights.
Means for checking the pump speed, pressure and vacuum shall be
provided at the pump operator's panel without disconnecting
any of the above gauges. There shall be a gauge for each 2 1/2"
discharge outlet.
All pump suction and discharge controls t o hose reel, etc.,
are to be mounted on the pump operator's side of the body so as
to permit operation of the pump frail a central location. All of
these controls shall be cl early identified with suitable
permanent metal plate type label s. Adequate lights she' I be
provided so that all controls are clearly visible for nighttime
operation.
Upon conpletion of the fire apparatus, tests in accordance with
the requirements of NFPA #19 shall be conducted by Underwriters
Laboratories, Inc. A certificate shall be furnished to the
Village.
A Piping
Two (2) 6" diameter suction intake fitting reduced to 5" N.S.T.Male,
one on each side of vehicle, with their centers not more than four (4)
feet off the ground. Each shall have a quarter turn, Keystone valve with
—9•
SECTION IV — FIRE PUMP (continued)
a removable strainer outside the valve. The shank or stem of
the valve shall be of the long or extended type to permit opening
and closing without striking the handles of the suction hose
attached. The handles shall be chrome plated. Each fitting
shall be capped with a chrome plated long handled cap, 5" NST.
Two 2!1' diameter suction intake fit tings one on each side of
the vehicle, shall be provided. These shall be equipped with
211" National Standard Fire Hose Coupling Thread with 211"
female swivel coupling on a quarter PO turn ball type valve.
They shall each have a removable strainer and a chrome plated
hose plug.
O Front Suction
One 5" N.S.T. diameter suction intake fitting at the front of
the vehicle with 5" N.S.T. male with strainer. It shall have
ample clearance to provide easy hose connecting. There shall
be a quarter NJ turn, Keystone val ve in the pipe between
the inlet fitting and the pump. The handle for operating this
valve shall be conveniently located on the operator' s panel.
A drain shall be provided in a convenient and conspicuous place
to permit complete draining of the pipe to prevent freezing.
C Outlets
A gated 2 11 inch size outlet shall be provided for each 250
gal ion per minute rated capacity of the pump. These outlets
shall be easy operated ball type valves with locking handles
and with 3/4" drains. They are to be quick opening, quarter
turn valves located inside the pump compartment. Al 1 outlets
shall be American National Standard thread and adapters
secured if local thread is not standard.
All 2" out lets are to be capped with chrome plated caps with
chains. Outlets shall be located two on each side and one at
the rear and two llf` discharges at the rear of the pumper, with
val ves to allow operation at the operator's panel.
A manifold type drain valve shall be furnished with all pump
drains connected to it and operated from the pump operator's
panel so that entire pumping system may be drained by one
clearly identified control.
-10-
SECTION V -BODY
Hose body is to be streamlined style, hosebeds with removable
hardwood slat style self-ventilated bottoms. The hose compart-
ment shall run the full length of the body frown immediately
back of pump compartment to the rear of the body. The hose
body shall be constructed of 12 gauge auto body cold rolled
sheet steel, wel I reinforced without the use of angles and
free from all projections such as nuts, short angles or brackets
which might injure the fire hose. The removable hardwood
bottoms shall be spaced at least 1/2 inch apart for hose ventilation
and assembled wi th large head brass screws with h countersunk heads.
Si des of body are to be single sheets except the pump compartment
which must have easily removable side panels. Entire body is to
be of the bolted construction wi th all flanges back primed before
assembly of part s to protect against formation of rust.
The hose compartment shall be di vided as per enclosed drawing
on Page 13 A.
There shall be chrome plated hand rails at the top outside edge
of the body on both sides extending full length of the body and
dovm the rear to the tailboard. Also a hand rail beside the door
to the crew compartment and along sides and top of the crew
compartment. There shall be a hand rail across the rear of the
hose bed made high enough to permit access to the hose bed.
Stanchions on both ends shall be attached to the top side of
the body.
There shall be waterproof hose bed covers provided and securely
fastened in place in a manner in which they may be quickly
removed. Cover should be large enough to al 1 ow for shrinkage.
A Compartments
There shall be compartments, enclosed, on each side of the hose
body starting at the front of the hose body and continuing to the
rear of the truck. These compartments shall be as large as
possible depending on the wheel base of the chassis furnished.
The doors shall be flush type, weatherstrippecl and with all edges
U—formed for rigidity. Full length piano type hinges and
chrome plated latches that lock the doors at top and bottom in
one operation shall be furnished in each compartment. A shelf
and wrench compartment shall be furnished in the left front
compartment nearest the operator's panel. A rub rail running
the full length of the above compartments must be furnished to
protect the fire truck body. Shelves shall be furnished with
the compartments, not installed.
The compartments on the left side of the body shall be the full height
of the body ahead of and behind the rear wheel s and a compartment
shall be furnished above the fender. The compartments ahead of
and behind the rear wheel shall have doors opening the full heights
of the body. Overall width of the apparatus shall conform to the
State Highway regulati ens.
—11-
SECTION V - BODY (continued)
13 Ladder Rack
A I adder rack shal 1 be constructed on the right side of the
vehicle above the compartments extending from the rear of the
compartments as far forward as necessary to mount a thirty-five
(35) foot, three (3) section extension ladder and twenty-four
(24) foot two sect ion ladder, one fifteen (15) foot roof ladder
and one 10 1 foot folding attic I adder. Quick rel ease, toggle
type, locks with chrome plated handles shall be provided to hold
ladders in place.
There shall be a panel at the top of the ladder rack extending
from even with the rear of the compartments forward enough to
cover the ladders and a panel at the rear of the ladder rack
ext ending from the compartments to the top panel. Both panels
shall be same depth as the side compartments and have a double
rol led (U formed) edge. Two pike poles mounted.
C Tailboard and Running Board
There shall be running boards constructed on both sides of the
vehicle from the front fenders to the rear of the vehicle.
Running boards to serve as the bottom of compartments. NOTE:
TM s requirement may be altered to have running board from
front fender to side compartments if builder normally builds
compartments separately. The running boards shal 1 be constructed
of one-eighth (1/8) inch steel safety tread plate. There shall be
a I -lp at least three (3) inches I ong down from the running board
at the outer edge. The running boards shall be approximately
twenty (20) inches from the ground. They shall be firmly
supported by a welt built under-structure. There shall be a
tai lboard constructed across the full width of the vehicle, it
shal I be at least twenty-four (24) inches deep and more if
possible and practical. The material shall be one-eighth (1/8)
Inch steel safety tread plate and supported on a heavy duty
under-structure. It shall have the sane ground clearance and
lip as described above for the manning boards. To be installed
on rear of truck 1 safety bar as per Fire Chief Mag. (p. 26, Dec.,1 72).
An angle of departure of at least eight (8) degrees must be
maintained at the rear of the vehicle then fully loaded with
equipment and personnel.
D Booster Tank
A 500 gall on capad ty booster tank constructed of 10 gauge coppee-
bearing steel, of a flat rectangular shape running the full length
and width of the hose body shall be furnished. The tank shall be
equi pped with surge or baffle plates to restrict the swashing of
water in the tank. Inside of the tank shall be painted with a
rust-proof preservative. Tank is to be mounted ore chassis frane
with due regard to lawful teight distribution and low center of
gravity. A convenient front filter at least five inches in
-12.
SECTION V - BODY (continued)
Booster Tank (continued)
diameter with vent to prevent bursting of the tank when filled
with water under pressure shall be furnished. The tank shall be
completely removable and not a part of the body and shall be
furnished with a removable top. Removable top shall provide
access to all tank compartments. Suitable gasket material shall
be provi ded so retaining bolts holding the top cannot come in
contact with the water. A gated discharge line from the pressure
side of the pump to the tank shall be furnished so the tank can
be filled from draft or hydrant with the control on the operator's
panel.
Electrically operated tank level gauge shall be furnished on the
operator Is panel .
21/4 inch ball type gated suction line from the tank to the pop
complete with a flexible connection and enclosed in the heated
pump compartment shall be furnished conpl etc with check valve
to avoid possibi 1 ity of baddil ling of the booster tank.
E The Deluge Set
The kluge Set (see equipment section) shall be mounted on the
forward end of the hose compartment on ei ther a swivel or tip
bracket if necessary so as to provide easy access to the entire
hose bed.
F Hose Reels
One booster hose reel with leakproof ball bearing swing joint,
adjustable friction brakes and electric rewind shall be furnished.
Mounted in rear capartment on left side.
The reel capacity shall be at least 200 feet of 1" booster
hose. Reels to be individually ball valve gated to the
discharge side of the pump with the gated control at the
pump operator's panel and complete with flexible connection
of the Bar-Way high pressure coupling type. Booster hose
reel to be enclosed in the rear compartment with recessing
type door and stainless steel on sides of door opening.
G Soft Suction
There shall be 18' of soft suction hose 5" on pumper, 111/4 to
hydrant carried on front bumper in a special built well to hold
this hose.
—13-
SECTION V - BODY (continued)
H. Hose Compartment Hose Drawing
This drawing is not to scale but only to
show division of hose bed.
Adjustable
To Be
Installed
By
Purchaser
1000' 1000'
in
21/4. 21/2"
0 0
- 11/2" Outlets
0
1 - Vs" Outlet
-1 3A.
SECTION VI - ELECTRICAL
Generator, alternator and starting device, shall be of moisture
resistant type, accessibly mounted and protected against
excessive heat.
All electrical circuit wiring shall be color coded, with stranded
conductors of a carrying capacity commensura te with the antici-
pated maximum circuit l oading with insulatioe in accordance with
the recommended standards of the Society of Automotive Engineers
for such loading at the potential employed. Overall covering of
conductors shall be of moisture resistant type. All connections
shall be made with lugs or terminals mechani cally secure to the
conductors,.. Wiring shall be thoroughly secured in place and
suitably protected against heat, oil and physical injury where
required.
Circuit breakers of fuses shall be provided. They shall be
readily acessible and protected against excessive heat, physical
Injury and water spray.
The chassis circuitry shall be completely separate. All fire
and emergency lights and equipment shall be wired and color
coded to a separate circuit breaker of fuse system which shall
be readily accessible.
All wires shall be of sufficient size so that voltage drop in
any electrical device shall not exceed 15 percent.
A Alternator
The al tern.ator dual belt drive preferred shall not be less than
100 amperes, twelve (12) volt, Delco or equal.
B Batteries
Batteries shall be securely mounted and adequately protected
against physical injury, water spray and engine and exhaust heat.
If an end cued bat tery compartment is provided, it shall be
adequately ventilated and the batteries be readily accessible
for examination, test and maintenance. Batteries are to be on a roll
out tray for ease in maintenance.
Two twelve (12) volt, 200 ampere hour batter ies shall be furnished
for a dual battery system.
Two polori zed plugs and receptacles shall be provided for external
charging located for easy disconnect of charger. (Bryant #55 or
equal.)
Battery swi tch shall be mounted in a convenient location as to
enable the operator to select Bank 1, Bank 2, both or off.
Starter switches are to be connected separately so that engine
can be started on either set of batteries.
All batteries shall be grounded on the negat Ova side.
-lit..
This drawing is not to scale.
Denotes location of outlets and
stanchions only, any questions
contact Fire Chief.
Electrical Outlets
with cord to reach
l ights when
extended. Cords '
will retract into
body.
TOP a BODY
0
wo
o
Adjustable Flood
Light Stanchions
0 Generator Hose Reel
REAR COMPARTMENT
v."
This drawing is not to scale.
Denotes hose reel and generator
location only.
-14o-
SECTION VI - ELECTRICAL (continued)
C ,S tar t inq Device
Starting system shall be of 12 volt capacity. There shall be
one starter motor and two solenoid switches, one for each set
of batteries. The characteristics shal I be such that when
operating under maximum load, the current draw will not
introduce a voltage drop sufficient to adversely affect function
of the ignition system or tether electrical equipment.
The starter switch shall be provided with a pilot light.
0 Lights and Devices
There shall be all the standard vehicle lights, headlights,
taillights, running lights, etc., to conform with the State
of Minnesota and I.C.C. regulations.
There shall be combination tail and stop lights at least
seven (7) inches in diameter (Do-Ray 91) recess mounted on
rear of body, one on each side mounted high enough on the
boiy to permit mounting equipment on the tailboard without
obstructing the lights. There shall be two (2) seven (7)
inch diameter back-up lights (0o-Ray) recess mounted on the rear
of the vehicle near the tai llights and controlled by a switch
mounted on the dashboard in the cab.
The emergency lights shall include but not be limited to the
fol lowing:
a. Two (2) rotating warning lights(Oietz 211 WV
360 degree) mounted on top front of cab near the
corners.
b. Two (2) seven (7) inch, double faced, stationary,
flashing red lights (Oietz 250 SAE 1462) mounted
on top rear of cab.
NOTE: Items a and b must be mounted so they do not
obstruct each other from front or rear.
c. Two (2) approximatel y five (5) inch flashing red lights
mounted on the cowl below and outside the corner of the
windshield.
d. Two (2) approximatel y five (5) inch flashing red lights
mounted on stanchions for rear grab rail (above hose bed).
All emergency lights shall be individually controlled by a
switch on the cab dashboard.
The circuits shall be fused separately (i.e. "a" on one fuse,
"b" on one fuse, etc.) with a fuse block conveniently located.
-15-
SECTION VI ELECTRICAL (continued)
0 Lights and Devices (continued)
Additional lights shall include but not be limited to the
fol lowing:
e. Two (2) clear (white) done lights in the front section
of the cab controlled by a switch on the dashboard within
easy reach of the driver and passenger.
f. Two (2) clear (white) dome lights in the rear portion
of the cab controlled by a switch mounted on each light.
9 . A clear (white) 1 ight in each compartment in the body
controlled by a door operated switch, more than one
light must be used if a shelf or other obstruct ion
prevents illumination of the entire compartment.
h. Two (2) swivel base clear (white)hose loading lights
(Unity) mounted at the rear of the hose bed. Each
light shall have its own switch mounted on it.
I. Two (2) cab mounted, inside, remote controlled five
(5) inch spot lights (Unity) mounted through cab
front corner posts near roof. One (I) light on each
side.
J. Ample lights on right side of vehicle to illuminate
punp connections. These lights to be controlled by
the same switch t hat controls the operator's panel
I ight.
All lights shall be properly fused on a fuse block conveniently
located in the cab. In addition to the above mentioned lights,
the builder shall install any additional lights he deems
necessary for proper operation of the fire engine.
k. Audible warning equipment in the form of one automotive
horn, one electric siren and one electronic siren shall
be provided. A control for operating the electric
siren shall be provided for the right and left front
seat positions. The siren shall be a Federal or equal
model Q-28 and a P.A. 20A electronic siren and mounted
on front of apparatus with the mounting rigidly
reinforced with P.A. system and two speakers (CP 125).
A push button switch accessible from the rear step for signaling
the driver shall be furnished.
-16-
SECT ION VI ELECTRICAL (continued)
I. There shall be three (3) 500 watt flood lights (circle D
or equal) mounted on each side of hose bed near front of
body on one adjustable pole. To raise the three lights
as one unit these poles will retract into body. Height
of raise will be determined by height of body. Electrical
out lets will be provided to these areas from generator at
rear. There wil I also be an extra set of stanchions at
the rear and also electrical outlets so the poles with
lights can be moved from side to side or front to rear
easily. All electrical outlets to be standardi zed with
our present electrical outlet plugs. Generator to have
dual starter, one located in rear compartment and one
located on dash in driver cab. Generator mounted in
the rear compartment on right.
SECTION VII - PAINTING
Painting.
All bright fittings shall be heavily plated with chromium,
iron fittings which are to be chromium plated shall first
be copper plated. Al I other metal surfaces shall be
thoroughly cleaned with grease cutting agents and t he metal
phosphasted before pr imer is applied.
All flanges on body, while being assembled and which cannot be
painted after assembly shall first be primed before they are
assemb I ed.
Apparatus shall be finished in fine coach colors and the
color is to be red. Base coats to be thoroughly brushed
rubbed down before application of the finish coats. The
entire underside of the apparatus shall also receive the
finish coats.
Interior of all enclosed side and rear compartments shall
be finished with a vinyl, light reflecting, durable paint.
One pint of touchup pa int shall be provided with the truck.
Letter ing and striping shall be in genuine golf leaf
suitably shaded.
Decorating to be in deeping with the lettering.
Fire Department will provide 2 decals for the doors.
—17-
MISCELLANEOUS EQUIPMENT
The following shall be included, in addition to what is already
speci fied on the apparatus:
2 - L. lb. axes - Mounted with holder s and pick covers
1 - 5 lb. Dry Powder Extinguisher (mounted)
1 - 20 lb. Dry Powder (mounted)
1 - 35 1 - 3 Section Duo Safety Pumper Ladder (light weight) or equal
1 - 24' .2 Section Duo Safety Pumper Ladder (light weight) or equal
1 - 15 1 Duo Safety Aluminum Roof Ladder & 1 - 10 Folding Attic Ladder
1 - 6' Pike Pole (mounted)
1 - 10' Pike Pole wi th wood handle (mounted)
4 - MSA Air Pacs with h Safety Device Type Holders (Model 401)
1 - Deluge Set Akron 501 complete or equal with a 504 swivel top mounting
bracket with style 488 discharge pipe style 499 stacked deluge tips
1 - 18' Soft Suction Double jacket all dacron with chrome long handled
female 5" and 141/' N.S.T. couplings.
1 - Rubber Mallet
2 - Wheel Chocks
1 - 36" Bar
1 - 60" Bar
1 - 1 2" Bell
• 241" Turbo Jet Br eak Apart Nozzle - Akron 1726 or equal
6 - 500 Watt Flood L ights (circle D or equal)
1
5000 Watt Genera tor Ohnan with Flo Pack Mounted in Rear Consarbnent
2 - E lkhart 470 Slarener Wrench and Hydrant Wrench. Holder mount one on
each side of operator's panel
2 - Indian Pump Cans
I - 1" Nozzle adjustable 20 g.p.m. throve plated Powhatan or equal.
-18-
'Village 'Ed isia
II•01 WEST RESIST •TEIIIT • CONE MINNESOTA
02741851
18 September 1973
Maasrs. Novak, Heinrich and Leikvold, Managers
Hopkins, Eden Prairie, Minnetonka, respec tively
Gentlemen:
Your manifestation of a willingness to cooperate with the Village
of Edina in a study of inter-municipal traffic in the Highway 18 corridor
front Excelsior Boulevard to Interstate 494, as evidenced at our recent
meeting, is deeply appreciated.
The situation may be summarized as follows:
fidiraa is concerned as to whether Hennepin County should proceed
with its _plan of several years to construct an interchange at Highway 18
and Valley View Road which would alloe full access to residential streets
in Edina, and as to whether an additional outlet should be provided to
Illghway 18 from the Parkwood Knolls residential area. This section is
want of Blake Road, north of Vernon Avenue (Old 169) and east of Nine Mile
Creek.
Some groups feel that if the 18-Valley View Road interchange is
built as planned, Valley View Road in Edina will become a thoroughfare
for traffic destined for present and future development in Eden Prairie.
Others feel that if access to Valley View Road is not provided, other
major streets in Edina will be more heavily traveled.
Residents in the Parkwood Knolls area dasire more outlets from
that section, which now depends primarily con Blake Road and Vernon Avenue..
Now:ever, if an existing residential street, Londonderry Road, is extended
AC COSS Nina line Creek and generally connected with the interchange to be
built near Pabri-Tek, it could conceivably attract through traffic des-
tined for planned developments in Minnetonka and Hopkins.
The Edina Council appointed an ad hoc committee to study the 15-
Valley View situation, and i ts recommendation was that a cumsultant should
loo retained to estimate future traffic volcuses at specified points in the
southwest liciine road system under the various alternatives considered for
County Road 19 and Valley View Road.
At about the same time, a neighborhood committee in the Parkwood
araa won MM. :AZ to reach a firm conclusl ,,n as the problem there. Conse-
quently, t'ne Council end eta ff decided to cosbine the two areas into one
Messrs. Novak, Heinrich and Leikvold
Page Two
for traffic study purposes. A subcommittee of the Valley View area group,
including Village staff, interviewed three consuL tants and currently favors
either Jack Anderson or Bather-Ringrose-Wolsfeld.
The estimated cost of a study is $18,000. It would be designed to
provide computerized allocations of traffic to various streets depending
upon whether the Valley View and Fabri-Tek interchanges provided full or
limited access, and would necessitate full study of developments on the
west side of 18 in Eden Prairie, Minnetonka and Hopkins.
Because these are primarily Edina problems at present, the Village
of Edina is not asking for a substantial financial contribution Eros the
other municipalities, but does feel that the traffic front Edina Co develop.
ments west of 18 should be a factor in your planning. We suggest, therefore,
that Edina pay 50 percent and each of the other three pay 16-2/3 percent
apiece, or $9,000 and $3,000.
We would like to reach a decision very soon in order not to delay
the County processes on the Valley View interchange; and in order to obviate
unnecessary delays, do not believe a formal Joint Powers organization is
necessary. We would suggest that a Councilman, a staff person end a citizen
from each of the four municipalities make up the task force.
Would it be possible for you to advise us by October I am to whether
your municipality will participate and how much expenditure you c an commit?
If October 1 is too soon to allow Council action, when could you give a
def inite answer?
Thank you..
ly yours)"
/77/
area C. Hyde,'
fif4fee
Village Menem
WCW/hd
-
CLERK'S LICENSE APPLICATION LIST
OCTOBER 9, 1973
PLUMBING
Berghorst Plumbing & Heating
UTILITY SERVICE INSTALLER
Widner Bros.. Inc.
Hanks Excavating
CONTRACTORS (1 & 2 Family)
JEJ, Inc.
Ernest Lemnerman Builder
CONTRACTORS (Multi—Family & Conan.)
Lance Bartlett, Inc.
These licenses have been approved by the program head responsible
for the licensed activity.
6(
141.....6 A.
712d2..."ie N. Swi ft, Deputy erk