720 ONeill DrSTATE OF MINNESOTA
DEPARTMENT OF PUBLIC SAFETY
Fire Marshal Division
1246 University Avenue
St Paul, Minnesota 55104
c .0.e ?3 r
PS 06017-03
/D o3 ?QV oio o ?
ccupancy wner, agent or essee
Street Address, City, 5tate, Zip Code
ORDER
Pursuant to the authority vested in me by statute, you and each of you upon whom this order is served are hereby
ordered within the prescribed time to:
ic.enstnre of rhe r4aire House for 15 persons, and tYue Gate Hatse for 15 persom is reoanmende
90 DAYS TO OCMIPLY WTTH 7HE FC![1A6J= OIRDFRS:
14inn. Stat. Sec. 299F'.011 (1974)
Mi.az. Rule FireMar 31.
NSIFC Sec. 1. 216 as emended bp Mita1. Ru1e Firvlar 33(o).
'4ADI
??.
1. NFPA #101, 1973, Sec. I1-5211:
'IlZe seovnd fl.aor sha1.I have at ].eut me ccuQlying exdt which shsll caisist of one
of the folloWlng: '
I) An emloged interirn stairway which lea?de to the outside, or
2) An exteriar stairway
2. NFPA #101, 1973, Sec. I1=5311, 2-1117:
Zhe buil.ciiyg shall be: ecuipped with a marmal and aut-omatic fire a1_axm systen.
Mmmal pull stati,ons shall be located near each required @d.t isz the path of exit
tsavel.
.e deter-t.ors (phata-electric are recoGme?ded) cornected Go the fire a].aYm st,all
be 7occaCed in at least the follow.ing Locatims:
1) Basanent - in the drafting roam and proposed recreati.aci roam (now a garage) •
2) First fLoor - living roam, diI13.1g room, halZway near west staiss.
3) Seccnd flovr - east bedroom, center stair area, hallway near w+est sr.a,i_rs.
If we can be of further assistance, please feel free to contact
the undersigned at
Failure to comply within time provided is a violation of the law.
PLEASE NOTIFY IN WRITING THE FIRE MARSHAL'S OFFICE UPO C MPLETION.
State Fire Marshel
Dated _ . .. ` 19 _ By
COPY DISTRIBUTION: White - Facility, Blue - Fire Department,
Green - Central Office, Pink - District Coordinator, Gold - Employee Page of
? .
' • STATE OF MINNESOTA Ps 06017-03
DEPARTMENT OF PUBLIC SAFETY
Fire Marshal Diviaion
1246 University Avenue
SL Paul, Minnesota 55104
-St-is i;.ouse - :;vntuw.E?!
ccupancy ner, agent or euee
treet Address, ity, State, Zip Code
ORDER
Pursuant ro the authority vested in me by statute, you and each of you upon whom this order is served are hereby
ordered withrn the prescribed time to:
WC, 1973, Sec. 13.301:
qVx,oveci ffre extiTguiahierrs df` the follawing type.s sliell be provided.
1) Sasement - two 2A20BC Mu1ti-puspose Dry (hemical extinguishers.
2) F1.rst floor - two 2A20BC Mil.ti-purpose Dry Chemdcal extinguiahers.
3) Secaid £laor - one 2A20BC Msl.ti-purpose Dry Chemical, and anp 24 8al2on
pressurized water extirguisher. _
4. NFPA #101, 1973, Sec. 11-5212:
Al]. uriprotected vertfcal agenings, i.e., sta3rww_ys and lax.nxky chutes, shall have
;4 floor to floor separatian. SCairways sha3i. have selfi-rclosfng solid core doors
with posi.tive Iatch3ryg. These doors may be heJ..d-apen bY mgnets carnected to the
fire alarm. Lsuaxhy e.hutes shall hane self-closim, doors with poeitive latchfng,
ar fihe ctute qpmdngs shall be sealed. .
Exceptian: Uriprot,ected vertical openirgs msy be pe=dtted in existing sprrirklered
buildings.
5. NFPA #101, 8973, Sec. 11-6212:
Every sleeping roan shal.l have at least ane outside apenable windcaw, rnr cDor, with
a net cleaz apening of at least S square feet and no d3mension less than 22 isrhes.
The bottam of the opaling shall not be more t-lan 4 feet above the floor.
GATE Hf.TSE 6. NFPA #101, 1973, Sec. 11-5211:
The second flaor shall have at least one complying exd.t which shall consist of one
of the follawing; ,
If we can be vf further assistance, please feel free to contact
the undersigned at
Failure to comply within time prvvided is a violation of the law.
PLEASE NOTIFY IN WRITING THE FIRE MARSHAL'S OFFICE UPON COMPLETION.
State Fire Marsha
..?
19 By`
COPY DISTRIBUTION: White - Facility, Blue - Fire Department,
Green - Central Office, Pink - District Coordinator, Gold - Employee Page of
& . ? A
?' "' ? - • •STATE OF MINNESOTA PS 06017-03
DEPARTMENT OF PUBLIC SAFETY
Fire Marshal Division
1246 University Avenue
St. Paul, Minnesota 55104
+ ; 111?; "
Occupancy ner, agent or essee
'?1
. i)?jeSQ
tC1 }?'.?.r..?
Street Address, City, State, Zip Code
ORDER
Pursuant to the authority vested in me by starute, you and each of yau upon wham this order is served are hereby
ordered wirhin the prescribed trme to:
I) An enr-iased in.teriar stairwa.y whicbieads to the ou.tsidei , ar- -
2) An exterior stainaa}r.
. ;
7. NFPA #101, 1973, SEc. I1-5311, 2-1117:
The bui].ding shall be equipped with a marnial and autanataic fire alsirn systan.
Maraaal pull statiaas shail be located near each requ3.red exit in the path oF
exit tsavel,
3motce detectars (pYnto-electric are reooinTmxed) avmected to the fir+e alarm
system shall be LacaCed in at least the following 1.ocatioss :
.. 1) Basement - centrally lacated.
2) First floor - in hallwra.y 1ea.dfng ho the'bedrrooma.
3) Secand floar - tear the mp af each ataircaay.
8. NLIFU, 1973, Sec. 13.301
kppraved fire exCingu3.shei^s of the follourlxag types sha11 be provided.
1) Basemnt - oraa 2k gallon pressuriaed water e?ntir?guishac.
2) First flour - ore 2A2(}BC mzlti-purpose drp cbmicAl extiiguiSher centsally
located:,
3) Second floor - cm,e 23r gal.lang Pressuria.ed wa.ter extinguieher centrallp located.
9. NFPA Ml, 1973, 5ee. -11=6212: - . - ' ? - - - ? - -A11 uMmotected verai.cal aperiings, i.e, stairways and lsrakIry chutes, slial7. have fl.ocxr
to floor separatian. Staizways shall have self-clos3M solid core cioors with positive
.].atehing. These doors map be he7d apen try magrbets connected to the fire alann. Iaundry
chutes sha1.I have sel£-clos-m doars with positive ].atching, or the ctaite openings shall
be sealed.
?-in2mitt@a. I.t'1 exiSt"". If we can be of further assistance, please feel free to contact
the undersigned at
Fai/ure to comp/y within time provided is a violation of the law.
PLEASE NOTIFY IN WRITING THE FIRE MARSHAL'S OFFICE UPON COMPLETION.
State Fire Marshal
s
Dated ? . 19 By
COPY DISTRI BU710N: White - Facility, Blue - Fire Department, . Green - Central Office, Pink - District Coordinator, Gold - Employee Page of _
STATE OF MINNESOTA
' ? '?'• QE,PARTMENT OF PUBLIC SAFE7Y
? ? ?.. - . .. . ,- •? C,,, ' . • Fire Marohal Division
1246 University Aveiiue St. Paul, Minnesota 55104
111SLLS IfsA1Sr2 - :cjt'. -Lnm'c?d , `>c
PS 06017-03
Ea an, "?.slj?_sota 551'-,"'
Street Address, City, State, Zip Code
ORDER 17
Pursuant to the authority vested in me by statute, you and each of you upon whom this order is served are hereby
ordered witHin the prescribed time tp:
. -- , - - - ; - ?-t ,,: -
10. Nk'QA #10110 1973, Se.c.,I1-6212:
" Every sleeping roan .eha11 havm at Ieast ane apena.ble aut?.aide or cio=, wi.th
a net clear opening of at least 5square feet and to dimensiari of less than 22 iTrccles .
'Ihe bottam of the apefting shaZl mt be mnre d-on 4 ftet abave tht flom.
.
lu+
If we can be of further assistance, please feel free to contaet
the undersigned at
Failure ta comply within time provided is a vi4lation of the /aw.
PLEASE NOTIFY IN WRITING THE FIRE MARSHAL'S OFFICE UPON COMPLETION.
State Fire Marshai
Dated .1 'r+'? -19
COPY pISTRIBUTION: White - Facility, Blue - Fire Department,
Green - Central Office, Pink - District Coordinator, Gold - Employee
By
Page of
??
a? ?-J?-?`?G?
3??3? ?.o-?? ?'?/? ? -
3 ?Q
STATE OF MINMESOTA
DEPARTMENT OF PUBLIC SAFETY DIVISION OF STATE FIRE MARSHAL
1246 UNIVERSITV AVENUE f?
ST. PAUL, MINNESOTA 55104 1a*!, nf Order: 11-05-84
? p7ElEPHONE: I6121296-7641 P?
Date of Inspection: I0-1.5-84
Insaector: David P. Keepers
Facili}?;: 4?arrPr P, rustic, !;oi,se OMrner: Granville Nouse
TAIFtes s :
'l a-?? ??'?.PfO-? . . _,r?s`;,?'
ORnER
This order is formal not3fica'tioA of violation(s) as dfscussed and documented in our-exit
interview. I
Pursuant to the authority vested fn me by statute, you and each of you upon whom this
order is served, are klereby ordered within the prescrihed time to:
1. Within 60 da s corridor doors to Fellowship Nall, Nonesty Hail, and Tradition Hail
oth door must be macie self-closing, pursuant to: --
Minn. Stit. Sec. 299F.011 (i974)
. -
Minnesota Rules 1983, Sec. 7510.1200, Subp. 9, Minnesota Uniform F9re Code (MUFC) Sec. 2.303, as amended hv . .,
Minnesata Rules 1983, Sed': 75I0.I200, Subp. 9,
NFPA No. 101, Sec. 17-3.5.3, which states:
"Doors hetween guest rooms and corridars shall-be self-closing, and shall rr}eet the
requirwmEants of 17-3.6.2"
2. Wjthin 30 days, reattach the heat/rate-of-rise detectors in furnace rooms #I and #3
in gain House, pursuant tfl : • .
Minn. Stat. Sec. 299F.011 (1974).
Minnesot4L Rules 1983, Sec. 7510.0400, '
M1nnesot'.i !Jniform Fire Gode (NlUFC), Sec. 10.342(a), which states:
"A!j sprinkler systems, fir` hydrant systems, standnipe s.ystems, fjre alarm svst?ms,
hn??ab?e fire extinguishers, smoke and heat ventilators, smoke-remov?1 s,ystems and
ot?r fir-e-protective or extfnq+iishing s.ystems or„appliances shall he maintaine't in
an,:, perative condition at a11 t9mes and sha11 be reqlaced or repaired where
defectiye. Fire-protective or extinquishing systems coverage, sqacinq mn-d
skcifications shall b+e maintained in accordance with recognized standards at a11
titnes. Such systems shall be extended, altered or augmented as necessary to maintajn
aO'ri cont i nue protecti on whenever any bu ild i ng so equi pped i s a? t-red, r°mode 1 e?l ri°
a?ded to. All additiorrs, repairs, alterations and servic9ng slig'' 1- in
*cordance with recognized standards.
.?
EXCEPTION: Sygtems not required by this ar d11Y OthPr code need not he extended,
al'tereci nor augrnented.
Soda--acici, foam, loaded stream, antifreeze and water fire extinguishers of the
inverting t,vpes shall not be recharqed or placed in service far fire prntection usP,"
1. IiMAed i ate 1+ rernove
?.
PS 06017-04 (11/81)
a11 storage frcxn heneath pxit stairs from Gafe House, oursuant
FIRE DEPARTMENT
t
Paqe i
?
STATE OF MINNESOTA
DEPARTMENT OF PUBLIC SAFETY
DIVISION OF STATE FIRE MARSHAI
1246 UNIVERSITY AVENUE
ST. PAUL, MINNESOTA 55104
+ _j? TEI.EPHONE: (612) 296-7641
FiTP Mo.: 00140145
Date of Order: 11-05-84
Date of Inspection: I0-15-84
Inspector: David D. Keepers
Facility: Warren P. Eustis House
Owner: Granvitle Nouse
Address: 724-b-Tve-6ent4R-Pkeed, Eagan, MIV 55121
-+ b-L{, p -, •?-', <_.G Aly -,
Minn. Stat. Sec. 299F.011 (1970. ?
Minnesota Ru1es 1983, Sec._151Q.0400
M9nnesota Uniform F1re CodejNNFC), Sec. 12.105(e), which states:
"(e) Storage under exterior ar interior stairways shall not be permittpd unless such
space is protected on the enclosed side by one-hour fire-resistive construction as
specified in tfie Building Code.
Where there is enclosed usable spaCe under stairs the walls and soffits of the
enclosed space shall be prQtected on the enc1osed side as required for one-hour
fire-re4iStive canstruction., See Section 12.109 (e)."
. • : • ` ?, ,? ? : .,, ; : ?`';?.
Failure to comply within time provided is a violation of thP 1aw.
UPON COMPLETION PLEASE PdOTIFY THE Fia€ MARSNAL'S OFFICE Ib1 WRITING.
If Ke can be of further assistance, Alease feel free to eantact the unclersi4ned.
. . ,
Stnte Fire Marshal 4des YQ+•npr
By State Telephone: (SI?) 274-5637
ODK : s 1 s ?. ?: • .. •?"'_Y ? ?> ?
cc: Fi.re Department
Mi'nnesota Department of HealtM ,
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41
PS 06017-04 (11/81) FIRE DEPARTMENT pa9e 2
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° STATE OF MINNESOTA
Department of Public Safety
State Fire Marshal Division
EXIT INTERVIEW
Date:
Time:
Name: ?? Phone:
Address: m
. ,
Owner of Premises:
In accordance with the provisions of Minnesota Statute 299F.011, Minnesota Uniform Fire Code, inspection of
the above premises was completed and the following violations and/or deficiencies were noted requiring corrective
action:
Code Violation Summary Deficiency and Corrective Action
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• NOTE 0 Signatures indicate receipt of copies
For further assistance please OwnerlRepresentative
contact the F i re I nspector at
the following number: ,
Fire Chief/Representative .. Fire Inspector, Fire Marshal Division
Distribution: White - Owner/Representative; Canary - Fire ChiefJRepresentative;
PS-06057-02 Pink - Division Office; Gold - State Fire Inspector
?OF ?
?
STATE OF MINNESOTA
Department of Public Safety
State Fire Marshal Division
EXIT INTERVIEW
Date: _
Ti me:
Name:Phone:
Address:
,? l)
Owner of Premises:
?
In accordance with the provisions of Minnesota Statute 299F.011, Minnesota Uniform Fire Code, inspection of
the above premises was completed and the following violations and/or deficiencies were noted requiring corrective
action:
?J?111 , k`
C. r Y? , L 1 J _ L _ J ? i AJ . . 11 - - - 1 1 ? t I ., • \ (1 Code Violation Summary Deficiency and Corrective Action
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• NOTE • Signatures indicate receipt of copies
For further assistance please Owner/Representative
contact the Fire Inspector at
the following number:
Fire Chief/Representative Fire Inspector, Fire Marshal Division
Distribution: White - Owner/Representative; Canary - Fire ChieflRepresentative;
PS-06057-02 Pink - Division Office; Gold - State Fire Inspector
j 0-03 700- ol o- o -L-j
OFSTATE OF MINNE50TA
Department of Public Safety
State Fire Marshal Division
EXIT INTERVIEW
Date:
Time:
Name: Phone:
Address:
Owner of Premises:
In accordance with the provisions of Minnesota Statute 299F.011, Minnesota Uniform Fire Code, inspection of
the above premises was completed and the following violativns and/or deficiencies were noted requiring corrective
action:
_ ' •-- . C l_ ' 3
114
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Cnde Violation Summary Deficiency and Corrective Action
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?C? y'Td /0t Kftf Cltc+r?f0/ft?_•'».'
r?rs??d?E 1{Crt yr
j(pr lFNft?vrc?-c:Y- W?cd P?ek,r4.•d j??? /.,??,.
closrt on
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AD 4?A VVW,or . r,a.c-A? ?M ? ..
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? . ... . - . . . . r : v . ?. , . . , , .
• NOTE *Signatures indicate receipt of copies
For further assistance please Owner/Representative
contact the Fire Inspector at
the following number: L ?
Fire Chief/Representative, - ' Fire Inspector, Fire Marshal Division
,' • ?r?i ., .
Distribution; White - OwnerlRepresentative; Canary - Fire ChieflRepresentative;
PS-06057-02 Pink - Division Qffiee; Gold - State Fire lnspector
. __ . , je-_,c, / /e a 3 700 o i o o Z
STATE OF MINNESOTA A`W,?? _" 3/ PSD6017-03
?- .
DEPARTAAENT OF PUBLIC SAFETY
Fire Marshat Division
1246 University Avenue
St. Paul, Minnesota 55104
.:, ta?? Esicate Mt--) ?;o.
Occupancy wner, agent or fessee
C9 `YI?Q ? R!..S .. . _--_:Aent Co.
Sai;,E 100, Wabasna Ct.
treet As, City, State, Zip Code
ORDER
Pursuant to the authority vested in me by statute, you and each of you upon wham this order is served are here6y
ordered within the prescribed time to:
:t. Z.-mediata2?', ?.le at?i- cedar closet shall :?ot be used aQ a a1ee??ing r?--
pur=auarat to :
Ainr., St2.t. §299F.011 (1974).
;dlj.IlTl. Ruie FireMar 31.
Msrsnesota Un3form Fire Code (14UFC) Sea. 1.216, as a.mended by M3nn. Rule
FireMar 33(0)• ,
i!1FPA No. 101, see. 11-6212, wh3ch states:
"Every sleep2ng room shall have at least 1 outside window. Suah xindow '
?sha].l be openable frorn tMo 3nside, witiMout the uae of tools, to prnvide
a clear epen.ing of not lesa than 22 inehes in lea,st dimension an.cl 5squart?
feet in area. The bottom of the opening shall be not more than 4 f'eet
,Aabove the f loor . "
2. Within 5 days, evez'y sleeping room shall have at least one apg roved smc rc
c[eteetor, pursuant to: ;iinn. 5tat. +$299F.362, subd, u, whieh stateg:
"Every dwell.ing unit within an apartment house and evary guest room iri
's?,jvdging house or hotel used for sleeping purposes shall be providect
wi h a smoke detector conformfng to the requirements of UndQrwriters
Laboratories, inc., or approved by the Internatdiona1 Conference of
? Tui.%ding Officials. In dwelling un3ts, detectors shall be maurated in
accordanee with fhe rules regarding smoKe detector loeation promulggted
u. der t::e provisions of Subdiv#.sion 2. When aetuat,ed, the deteetor
pz•ov ide an aX.arm in the d?velling unit or guest room. "
'. Within IO days, the fallowing fire extlnguishers shall be provided: 2rt.--?_C}:?
or Zarger ABC dry chemical on the aeaond floor near the main stairway;
A2A-10BC or larger ABC dry ehe±nical in the kitchen;;A 2A-I0BC or large-
r,-?q."' tt`1F f`Y.nr-t CTOOr; P? 7A_ ? 0'T'7C'• C'.r ? 2.T""LT AB{Ai 7r ' :a7'-ar+
If we can be of further assistance, please feel free to contact
the undersigned at
Failure to compJy within time provided is a vrolation of the law.
PLEASE NOTIFY IN WRITING THE FIRE MARSHAL'S OFFICg UPON COMPLETIpN.
State Fire Marshal Dated 19 ? By
COPY DISTRIBUTION: White - Facility, Blue - Fire Department,
Green - Central pffice. Pink - District Coordinator, Gold - Employee Page af
ic
.., , ,
_" - ? 3„.??'?,?•-_.? .?-,.?'
STATE OF MINNESOTA Ps 0e017-03
DEPARTMENT OF PUBLIC SAFETY
Fire Marshal Division
1246 University Avenue
St. Paul, Minnesota 55104
i_es L. A.mes
ccupancy L wner, agent or essee J
/'
Street Rd ress, City, State, Zip Code
ORDER
Pursuant to the authority vested in me by statute, you and each of you upon whom this order is served are hereby
ordered within the prescribed time to:
th:Liln. Stat. V99F.OIl (1974:' .
M:ian. Fule FireMar 31'.
Ml'JFC sec. 13.301(a), whieh stai:es.
'rThe state fire marshal sha11 deeig;Zate the type and number of fire
appliances to be inatalled and maintained in andrupon all buildings'
and premlses in the jurisdiction other than pri.vste dwellings. This
sha'Ll be done acQVeding to xhe relative severity of probable fire,
Oncluding the rapidity with which 1t may spread. Such appliances ahall
be of a type suitable for the prabable class of Pire sasociated with such
buildizag or premises and shaIl r,ave app-roval vf the State Fire Marahal."
4. Within 10 dayss a written camm4tment shall be aent to this ofPiee stating
that, nolater than Mdy 1, 19$0, the total oe4upaflt laad of the main house
Bha31 be reduced to S, whiah ii?aludes the oaretaker and his wife, and 3
outside rer_ters. .
A reduction of the number of occupanta to 5 will e?iminate the need for;any
furft,er Fire Marshal ir:apect3ons, and the Am$s Bstate will then be consiciAr,-i
to be a 1 and t: fami.ly dwelling occupancy.
5 Zf tnis written comrnitment ia not received within 10 daqs, then the buildi:
wil; be inspected to the StAte Fire Code as it applies ta Lodging and r-),
}lOUBE'3 aI?d LVt'itGe1'1 o.r(?ers wlii t?e iBBi.L'd. -.
5. Reoommeridation :'The building caretaker should work close3.y with the Eaggn
? Rire Marsha.l to provide a fire safe envinonmeiit as it applles to fire pre
gentis>n, firc planning and good housekeeping praatices.
N4 cr.. Minnesota Hi$lth Department
1250 Nortr,el,rl
If we can be of further assistance, please feel free to contact ;-
the undersigned at - ' ?I, -
Failure to comply within time provided is a violation of the /aw.
PLEASE NOTIFY IN WRITING THE FIRE MARSHAL'S OFFICE UPON COMPLETION.
- .,
rZ P .
? State F' al
Dated 19 - By
.'.;_i.' ._.. ... .,tat.. _ .'
COPY DISTRIBUTION: White - Facility, Blue - Fire Department,
Green - Central Office, Pink - District Coordinator, Gold - Employee Page of
No.
CITY OF, EAGAN
3795 Pilot Knob Rood
Eogoe, Minnesote 55121
P6one: 454-8100
PERMIT
Oate:
ii-z5-so ?
5ite Address: --7-Z0 "
INSPECTOR NOTIFICATION
REQUI RED BY LAW
FOR ALL INSPECTIONS
Receipt No.:
Lot Block Sub/Sec. ? ?- Multi Res.
Comm
/Ind
I
,
.
,
Nome
New/Alter./Repoir
.
;
Address
Cost of I
t
li
ti
ns
a
on
c
O
eitY Phone: Per
it F
m
ee
Nome
? Surcharge
? Address
e
ti
. .
Gy ' Phone:
Totol
This Permit is issued on the express condition thet all work sholl be done in accordonce with all oppliceble State of
Minnesota Stotutes ond City of Eagon Ordinonces.
//--?6- y i ? ^ ? rD ?
Building Official
CITY OF EAGAN •
i3795 Pilet Keob Rotd EO9011, INN sS122
PHO1Os 454-8100
BUILDING PERMIT
Remodel
?--,? ", G c. Recelpt #
r%-._ 9/15/83
5ite Address , °" ?- \)G1??.16?• ..?. .y f ?.u?v s?
Eroct
?
Lot - Block 2 SeC/5ub. Aud . Sub. 31 Alter ?
Porcel # 10-'13710-'?1'?-02 Repoir ?
- Enlorye p
oc Nome I;arrett :.ustis :iou ?e Meve p
z 61) V. St.
9 ?ress Demolish p
r:_. St. Pau I 291-28C0 Grode rl
? Nome ? .. ???.. .,.,..,.. ..,... ?..... ?..? .-y.r....?..
Address Same Assessment _
~ Water b Sew.
Cit phone
?°C ..ay .e
Name Polite
F
F W ire
?? - Address Eny
.
<W Ci phone Plonner
Cour?cil
I hereby acknowledge that I have reod this epplication ond state that gldg. Off. _
the information Is correct and agree toco mply with all applicable
Stote of Minnesotn StotUtes and C? af Eogon Ordinonces. APC
Sf9noture of Permittee f / f
11 Building Permif Is ,'r'uued to:
oll work shall 6e doty?irv'`acoordanc?rrh oll cpplicable 5tate of
BuHdirg Officiol -
,.- •
N t: 8 44" 3
Occupancy
Zoniny
Fire Zane
Type of Const.
# Stories
Length
Depth Sq. Ft.
Ftas
Permit • 1 ? . _, ,
Surchorfle
Plon check
S/1C
Woter Conn.
Water Meter
Rood Unit
.
Totol t
on the express corditian thm
ond Cify of Enpcn Ordinonus.
Permit No. Permit Holder Misc. Permit No. Holder
Plumbiny G? ?1 SS -*44
H.V.A.C.
Wdl
Watsr
Disp.
5ewer
EkCtrie Qqqpg# AO IA) G ? a•
Irapection Date Insp. Other
Footinpt
Foundation
Framinq
a
Rouph Plbp.
Rouph HVA
Inwletion
Final Plbp.
Finsl HVAC
Final
Water Dftuibe Location:
VWII „
Sevwr
Pr. Disp. „
Receipt
>
3 PERMIT Permit No. ' -J
EAGAN
Fee
Fill in numbered s?oaces S/C
Type or Print leg?biy
Tot
1. Date 1/7- 2. Installation Cost
3. Job Address 61U,E 'Lot ? Blk. -- Tract -• i
/O- d3700? D/0 ? o.?
4. Owner
5. Contractor /??Ff?!???/j?• Phone
6. Address 1 i7 ^ f,7- 7. City State
8. Building Type: Residential ? Commercial ? Institutional ED-'
/
9. Work Description: New ? Add El' Alter ? Repair O
10. Describe
11.
No,
? Fixtures
Water Closet No. Fixtures
Cesspool/Drainfield
? Bath tubs Septic Tank
? Lavatory Softner
Shower Well
KitChen Sink
Urinal/Bidet Other
Laundry Tray
Floor Drains
Drinking Ftn.
Slop Sink /
Gas Piping Outlets
12. I hereby certify that the above information is true and correct, and I agree ta
comply wi FI ordinance?cand codes gov?rning this type of work,
Signed : ?
for
?
= Rough Final
Inspections: Date Insp. Date Insp.
This is your permit when numbered and approved.
Approved ?<< /CITY OF EAGAN 454-8100
,?.
y'
CITY OF EAGAN
3795 Pilot Knob Rood Eagon, MN 59122
PHONE: 454-8100
BUILDING PERMIT Receipt #
Site Address
Lot Block Sec/Sub.
Parcel #
oc Name
W
z
Address
rr,i••-,?
" Name _
0
?u Address
Name
I hereby ocknowledge that I have read this application and stote that
the information is correct and agree to comply with all applicable
5tate of Minnesota Statutes and City of Eagon Ordinanoes.
Siynature of Permittee
N°_ 6510
--Erect ? Occupancy
Alter ? Zoning
Repair ? Fire Zone
Enlorge ? Type of Const.
Move p # 5tories
Demolish ? Front ft.
Grade ? Depth ft.
Approvob Peas
Assessment Permit
Water & Sew. Surcharge
Police Plan check
Fire SAC
Eng. Woter Conn.
Planner Water Meter
Council Road Unit
Bldg
Off.
.
APC Total
A Building Permit is luued to: on the express condition that
oll work shall be done in accordance with all applicable Stote of Minnesota Statutes and City of Eagan Ordinances.
Building Officiol
,Z_?? 5,;?, y_,t9-?j T ?-_,41
/
Mnak # Deh IwwA P?nnitfw
Plumbing T/
Methonical
?lf?_ ?S?(3 Z- - L?c? ???
INSPEGTIONS DATE INSP.
Rough-In
Final
FOOtingS Date Insp. Dute Irup.
Foundotion Plumbing
Frame/ins. MecFwnical
Finol
Z-}fz I
Remarks:
?
3
. ? ?
?
,
? V
`9 ?
• , CITY OF EAGAN
3796 Pilot Knob Rood
No. Ea9an, Minnesota 56122
Phone: 454-8104
PERMIT
'._ ?_„
Dote: ? --
Site Address: /. " 11. {' r'kmtiari Ri'
Lot Block SublSec.
" 3'? ito]"S 33
INSPECTOR NOTIFICATION
REQUI RED BY LAW
FOR ALL INSPECTIONS
Receipt No.:
Single
Residentiol ? ?5'-`?•t`-,'
Multi Res., Comm./Ind. I
Nome "?1??.e 'c'r. 1 iT
New/Alter./Repair. ; Address • ?'?`? ! ``
Cost of Installction
O
City Phone: Permit Fee
Nome .: .; ?•?'' .
? Surchor9e
? --,-
? Addreu
City Phone: " Totol
This Permit is issued on the express condition that oll work shnll be done in accordance with oll cppliteble Stote of
Minnesoto $totutes ond City of Eagan Ordinonces.
Buildinq Official
Receipt PLUMBING PERMIT
CITY OF EAGAN
Fill in numbered spaces
Type or Print legrbly
1. Date 2. Installation Cost
3. Job Address L-ot Blk.
4. Owner
Tract ' tcm-_
5. Contractor ? 1LII"1 )12:i- Phone
6. Address
7. City ? State ' Zip
8. Building Type: Residential D Commercial 0 Institutional ?
9. Work Description: New 0 Add 0 Alter O Repair ?
10. Describe
11
No, Fixtures
Water Closet No. Fixtures
C
l
Bath tubs esspoo
/Drainfield
S
i
Lavatory ept
c Tank
S
f
Shower o
tner
W
l
Kitchen Sink e
l
Urinal/Bidet O
h
Laundry Tray t
er
Floor Drains
Drinking Ftn.
S
lop Sink
Gas Piping Outlets
12. I hereby certify that the above information is true and correct, and I agree to
comply with all ordinances and codes governing this type of work.
Signed :
for
? Rough Final
Ins0ections: Date Insp. Date Insp.
.
This is your permit when numbered and approved.
Approved CITY OF EAGAN 454-8100
Permit No.
Fee
S/C
Tot. -
.. .: ..j CITY OF EAGAN ? to ?1464
` 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 •??
PHONE: 454-8100
BUILDING PERMIT Receipt #
r To be used 1or F1NF. RLPRIK Est. Value $151 •000 Date JAiNUAKY 21 19 &b
SiteAddress 110 U'NEZi'1' UR Erect ? Occupancy
Lot-L Block 2 Sec/Sub. SECT 37 Remodel ? Zoning
Parcel No. Repair ? Type of Const.
Addition ? No. Stories
Name GRANDYILi.E CORP Move ? Length
= StUiE Demolish ? Depth
o Address Int Impr. ? Sq. Ft.
City Phone 291-26C1U Install ?
o Name O.R. ANDERBERG CO Approvi
0 i Address 2923 OAKLAI?D AV6 SO Assessment _
? City •`i PLS Phone 824-2605 (B OS Bl1RIVSiiyater & Sew.
F
Name Police
Fir
Z
? a
Address e
E
z
5 W
City
Phone ng.
Planner
I hereby acknowledge that I have read this application and statethat the Bldg. Off. 1/ 14/ $E
information is correct and agree to comply with all applicable State of
Minnesota Statutes and City of Eagan Ordinances. APC
Signature of Permittee Var. Date
? - ? '?---
Permit '?J""•"'
Surcharge 75• 5,0
Plan Review
SAC
Water Conn.
Wafer Meter
Road Unit
Tr. PI.
Parks
Copies
$636.00
A Building Permit is issued to: O.R. ANDERBERG CU on the express condition that
all work shall be done in accordance with all applicable Stpte of Minnesota Statutes and City o} Eagan Ordinances.
Building Official _ ' ? T _
' PrrmN No. PoemH Molder Dote Tibphons M
Plumbiny L 3 ?
H.V.A.C. Q Ip ? a` ? b
Eleefrk
SOIIMM ?
Inspeetlon Date Insp• Commenh
rwoaey: i
Pootlnys II
Foundation
Framinp
Roofin9
Rough Plbp.
RouyA Nty.
Insul.
f Inplaee
FfnM Mty.
Finel Plby.
Bldq. Final
Cert. Occ.
Oock Fty.
Doek Fmp.
WeII
Pr. Dbp.
uzp I I fv 1?
r ,? ??Ga J
+ PERMIT #
MECHANICAL PERMIT RECEIPT #
CITY OF EAGAN ?j
CONTRACT PRICE: 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE
PHONE: 454-8100
Site Addr '
Lot? Block
Sec/Sub BLDG. TYPE WORK OESCRIPTION
? -3 ?
, Res.
New
m Name ? L M
lt
u
Add-on
Address R
C
><
omm.
i
ePar
?
c City 1 Phone
? pther
J
; Name FEES
? Address RES. HVAC 0-100 M BTU $24.00
ny
'
C'
Phone
ADDITIONAL 50 M BTU
6.00
_
ADD-ON AIR COND. 0-24 BTU - 12.00
ADDITIONAL 6 M BTU - 6.00
TYPE OF WORK GAS OUTLETS - 1.50 EA.
Forced Air M BTU COMM/IND FEE - 146 OF CONTRACT FEE
Boiler M BTU MINIMUM - RESIDENTIAL FEE - 10.00
Unit Heater M BTU MINIMUM - COMM/IND FEE - 20.00
Air Cond. M BTU STATE SURCHARGE PER PERMIT - .50
(ADD $.50 S/C IF PERMIT PRICE GOES
Vent CFM BEYOND $1,000.00)
Gas Piping Outleis #
, .
Other ? .
FEE (
oQ??J ?!`
?v,. - SfC: SIGNATURE OF PERMITTEE
?d • TOTAL•
?,.Sr ? 6 ?`
4?U)6?i jl Ct 4 FOR: CITY OF EAGAN
PERMIT #
PLUMBING PERMIT RECEIPT #
C(T1f OF EAGAN
3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE
CT PRICE PHONE 454-8100
Site Address '
Lot /_ Block
m Name
? Address ; 1 -] ? > i
? ,.
c City , Phone
? Name
c Address
O City Phone
FEES
COMM/IND FEE - 1% OF CONTRACT FEE
MINIMiJM - RESIDENTIAL FEE - $10.00
MINIMUM - COMM/IND FEE - 20.00
STATE SURCHARGE PER PERMIT - .50
(ADD $30 S1C IF PERMIT PRICE GOES
BEYOND $1,000.00)
.400
OF PERMITTEE
FOR: CITY OF EAGAN
BLDG. TYPE WOAK DESCRIPTION
Hes. -r New
Mult ? Add-on
Comm. Repair ?
Other
NO. FIXTURES
"Y-Water Closet - $3.00 TQTAL.
s
Beth Tubs - $3.00
:?__Lavatory - $3.00
Shower - $3.00
_ ?
Kitchen Sink - $3.00
t_
Urinal/Bidet - $3.00
ZLaundry Tray - $3.00
_Floor Drains - $1.50
Water Heater - $1.50
Whirlpool - $3.00
Gas Piping Outlets - $1.50
Softener - $5.00
Well - $10.00
Private Disp. - $10.00
Rough Openings - $1.50
FEE '
STATE S/C GRAND TOTAL• ' L
CITY OF EAGAN
3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121
PH ON E: 454-8100
BUILDING PERMIT
To be used for Est. Value
Receipt
Date JL;iiE 1
SiteAddress 7`0 ?'h=•?Ll. iJftIVB
l.ot ? Block ? Sec/Suh. `??'D. $U$' #37 On Site Sewage
MWCC System
Parcel No. On Site Well
City Water
a Name . . _ ' . ..?'. .ti , .,.
W '--
= Address
31
° City Phone 126-23Uv _
¢
.o Name •A. CO
z
0`
Address ?• (' ? 71 t)
APPROVALS
? City _ Phone 7 2 6
Assessments
?a
Water/Sewer
?
WW
W
Name
Police
_ z Address Fire
a
? W City Phone
Engr.
P
89 ner
Council
I hereby acknowledge that I have read this application and state Bid9• Ott•
thattheinformationiacorrectandagreetocomplywithallapplicable APC
State of Minnesota Statutes and Ciry of Eagan Ordinancea
Signature of Permittee Variance
-
OFFICE USE ONLY
Occupancy
? Zoning
_ Type of Consl
_ (Actuaq
(Allowable)
* Of $10r168
Length
Depth
S.F. Total
Footprint S.F.
93702
19 ?
FEES
_ Permit
_ Surcharge
_ Plan Review
_ SAC, City
_ SAC, MWCC
_ Water Conn.
_ Water Meter
_ Road Unit
_ Treatment Pt
_ Parks
TOTAL
A Building Permit is issued to: - on the express condltion that
all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordlnancea
Building Official
Permlt No. Parmft Holder Date Tolephone ?
Plumbing
H.V.A.C.
E lectric
Softener
Inspactlon Date Inap. Comments
Footings I
Footings II
Foundation
Framing
Roofing
Rough Plbg.
Rough Htg.
Isul.
Fireplace
Final Htg.
Final Plbg.
Bldg. Final
Cert Occ.
Temp. LP
Deck Ftg.
Deck Frmg.
Wel I
Pr. Disp.
Receipt PLUMBING PERMIT Permii No. 37 ?j
CITY OF EAGAN Fee G ?
Fill in numbered spaces S/C ? U
Type or Print legibly
Tot. ?-
? -
1. Date --?2. Installa ioa t
Q? I
3. Job Address Lot 1 Blk. , !
Z Tract
, •_
4. Owner y' L C, _
Gu
5. Contractor 4 I1Phone 1r
6. Address ? o?? ,: ? ? '? ? ? ..?.
ti /?,?f
7. City i V , %I I State /" Wf Zip > 59 r?
8. Building Type: Residential ? Commercial ? Institutional ?
9. Work Description: New ? Add ? Alter ? Repair El
10. ?
Describe
11,
No. Fixtures
Water Closet No. Fixtures
Cesspool/Drainfield
Bath tubs Septic Tank
Lavatory Softner
Shower Well
Kitchen Sink
Urinal/Bidet Other
Laundry Tray
Floor Drains
Drinking Ftn.
Slop Sink
Gas Piping Outlets
12. 1 hereby certify that the above information is true and correct, and I agree to
comply with all ordinances and codes governing this type of work.
Signed: for
Rough Final
Inspections: Date Insp. Date Insp.
Tfiis is your permit when numbered and approved.
; ?pproved , CITY OF EAGAN 454-8100
y-? 9'?s o ? .
2?
?_?a .?3 , . , ,
Reaeipt MECHANICAL PERMIT Permit No.
CITY OF EAGAN
Fee
. •' Fill in numbered spaces S/C
Type or Print /egib/y Tot
1. Date . Installation Cost
3. Job Address Lot B I k. Tract
4. Owner -
?c.r 3? o? b o Z
5. Contractor Phone
6. Address
7. City State Zip
8. Building Type: Residential Cl
9. Work Description: New El
10. Describe
11.
Commercial 11 Institutional ?
Add 0 Alter ? Repair ?
Type
No. Equjpment BTU - M. Ea.
Forced Air No. Euuipment CFM
A
H
i
Mfg. ir
andl
ng:
Boilers
Mfg.
Unit Heater Mech. Exhaust
Mfg. Other
Air Cond.
Mfg.
Gas, Piping Outlets
12. I hereby certify that the above information is true and correct, and I agree to
comply with all ordinances and codes governing this type of work.
Signed
Rough
Inspections: Date _ Insp.
for
Firsal / ?
Date llnsP• ?
This is your permit when numbered and approved.
Approved CITY QF EAGAN 454-8100
CITY OF EAGAN Remarks .
,,,,,,:.:,,., AUDITORS SUB #31 ,_. ?• 10 03700 010 02
State Eag? v MN 55121
(K I A),Dn,+ ?,4,1AV1.n.AI. 3t y . pk;ua Zi
Improvement Date Amount Annual Years Payment Receipt Date
STREET SURF.
STREET RESTOR.
GRADING
SAN SEW TRUNK o 1968 1'rj 0•Q 51•33 30 Paid
SEWER LATERAL
WATERMAIN
WATER LATERAL
WATER AREA
STORM 5EW TRK 1984 12,204.00 813.60 15
STORM SEW LAT
CURB & GUTTER
SIDEWALK
STREET LIGHT
WATER CONN.
BUILDING PER.
SAC
PARK
? r
I
?
C
?
i
'1 . -- j --
C?rrtiftrtt#r n# COrritlrartry
?itp ofTagan
Drvttdueni nf Vuildin# Inm,pprtirnr
This Ccrti ficatc irsued pursuant to tbr requiremcntJ o f$ection 306 of the Uniform Building
Code crrti f ying that at the timc o f issuarue this ttructure was in com pliancc with the variou.r
ordirutnce.r o f tix City rrgulating building connruction or u.te. For the following:
u.cm,af.boti RENOVATION OF AA+IFS EST • gldg. Permit No. 6510
o-r-m7'iY?--R 3 A 2 lypecon.uucuonVn_FiroZone N A. ZeniagDiatrict -- A
owAUOcamairis C;rAnv-tl ]„a HnliSE naa. 68 W. F.inhanggiS}?,pgill
suMM Aaa,im 720 B1LE C',pntian L,,,h,y Int 2, B]-?'1, A?_ t d_Sub.
ey: 1
aunBOt?? na?e: June $, 1981
.- s-
This re uest voiE ` U,? ?? l '/
lBnan?hsfrom I ??? Q U
A 7f114Q L?1 !'70? ..A L);IG
Renuest D e -' Fire No.
I
Requhe?7 nsUection
?Ready NowXWi7i Notify.'InsOe'-
?Ves No ??r When ReaAy
ALilensed Ele,,Kical Conlractor I heraby requast inspaction of abova
? Ow^er, (o `iu? ok electrical work itsslalled at
SVe
eL
Address, Bax o aut No. City
J
/
/ ?S O
' RJ
ecuon o. ownship N,ime or No. Range No. Coun Ili,
? b
Occuyant(PRINT) Phone No.
Pawer v lier AdAress
?
EI i I Conlra r(Co y Na 16
?
? ) Con[ractor's ?cLicense gNo.
f??C t o-? J?/
Mailin0 ?uddress (Contrar,tnr or Ow er Makin9 lns/tailati n)
?
?_
?
? J
Aut ed ?Signatur ontt cto / ner MakinB Installa ion Phone umb r
??j
MINNESOTq STATE BOAXO OF ELECTflICITY THIS INSPECTION REQUEST WILI NOT
Grig9s-Midwey Bltlg. - Room N•191 . BE ACCEPTEO BV THE STqTE BOARD
1621 University Ave., 51. Peul, MN 55104 UNLESS PNOPER INSPECTION FEE IS
Phone (612) 297-2111 ENCLOSED.
'b REQUEST POR ELECTRICAL INSPECTION ea-oowi-oa
See ir?siructions lor completing this torm on beck nf yellow copy. ;.:
? I, `?a
? -? m?`? ? Q, "X" " Below Wark Cotvred by This Request
AAJ Rgp. Typa af Buildinq AODliences WirpA EquiDmentlVired
Home Range Temporary Service
Duplez Water Heater Lightiny Fixtures
Apt. Building Dryer Electric Heatin
Commercial Bldy. Furnace Silo Unloader
InAustrial Bldg. Air Conditioner Bulk Milk Tnnk
Farm Othe. ue, y O[her ISUOr,ityl
t Suecl(v ot er Oiher
Computelnspection fee 8elow # Fee ServiceEnhence5ize p Fea Faeders/SUbtaeders N Fee Circuits
0 to200 qm s 0 to30Am s Oto30An? s
Above 200 qrnps 31 to 100 Amps 31 to 100 q 5
Swinming Pool Above 1Q0_Am s Above 100_Am s
Transiormers Irrigation Booms artial-'Other Fee
Signs Specialinspection S
O
pe
,?2 FEE
?
NouB n Date ?, {he ical
' Inspectoq hemby
c tify tha[ the ebove
Final ??e?? oection hes been
? mede.
thln roqueat voiE 18 montin fwm
This }eqaes[ void
18 months fmm
M,.OGR2 82 L $ 37.
It' 3 7- "
la/c).3D-
Reqeest Dale Fire No. Rouph-in Insuection
Pe
q
u
ired?
eatly Now ? Wiil Notify, Insvec-
? r
?
,/
?.es ?NO t.r When Ready
RTUcerls¢tl Efectrical ConVactor //-y` ? F hereby request inspaction of ebove ? Ownet ?? D•• e' ?? elec[rical work instelled at:
Sireat Address, Box or Roule No. ? City
ecLOn o. Townshi0 Name or No. flange o. Counry
Occupant (PRINT)
tis° o?s e Phone No. .
Power Supplier Atldress
Electrical Conhactor (Company Name)
.s??e .Da .S'Qrr/sa2 CunVar,tor's License No.
05?Z 30 8
Mailinp AdJress ICOniractor or Ownur Makind Instailation)
1474 5
Authorized re ICO r 10 Making Installation) P one Number
.3
1.3v
MINNESOTA STATE BOS?ry7Of ELECTRICITY THIS INSPECTION HEQUEST WILL NpT
Griees•Midwey Bltlg. ?'(loom N-791 BE ACCEPTED BV THE STqTE BOAND
1821 UniversitY Ave., St. Paul, MN 65704 UNLE55 PROPEfl INSPECTION FEE IS
Phnne (672) 297-2111 ENCLOSED.
?(o REQUEST fOR ELECTRICAL INSPECTION ea-ooooi.on
' See instructiens for compie[in8 <his form on baek of yellow copy.
?p _M282 "X" 8elow Work Covered by This Request
AAtl Rep. Type of 8uiltling AoPliancas WireO Epuipmant Wirad
Home Range Temporary Service
DuplHx Water Heater Lightiny Fiztures
Apt Buildinq Dryer Electric Heatin
Commercial Bidy. Pumace Siio Unloader
Industrial Bldg. Air Conditioner Bulk Milk Tenk
Farm l P, oeo v Olner Isneai(vl
t er Sneci/y t er Orh.r
Compiite Inspection Fee Below
M Fee ServiceEntraneeSiie q Fee Feetlors/Subfaeders #1 F
ne
c
Uto200Ams Oto30qms Oto30Am
Above 200 qmps 31 to 100 Amps 31 to 100 Fm s
Swinvnin ool Above 100Amps r Above 100_Am s
Transtorm Irrigation Boorc?s Partial.'Other Fee
Signs SUecial Inspection 5? TOT
Nemarks
" . AL E ?
?
oe2
a Cer-r ?e r
?e -
3
.
RouBh-in
Final Oate
? ?
?j?t? M_
?D O'L'K??
the ElacVical
Inspectoq her¢6y
certity thqt the above
inspection hes Cean
-ee.
Thls rapuest voiC 18 montha irom
oid
] 8 mon rom
Date of this Request 1/22/81 Fire No. S J141OU
i, as e9 Licensed Electrical Contractor OOwner, do hereby request inspection of the above electri-
cal wiring installed at:
Street Address or Route No. 720 Blue Gentian Road City E¢an
Section Township Range County Dakota
Which is occupied by Te9m House
(Name of Occupant)
Is a roughin inspection required on this job? No ? Yes ? Ready Now ? Will Call E?
Power Supplier NSP
3000 Maxwell ad/ Newport
Electrical Contractor Arcade Electric Company Contractor's License No 0038
(COmpany Name)
Mailing Address 608 E County Road D, St Paul, Mn 55110
Authorized Signature
MIA 4? BEDQRD
No.483-5066
This iinpection request will not he accepted by ffie
State Board unless proper inspection tee is enclosed.
mmnesoce siaie eoam or eiecvwrty n
Griggs Midway Bldg. - Room N791 ?
, Universiry Ave., St. Paul, Minn. 55104 - phone 297-2117 ?C?
fie@UEST FOR ELECTRICAL INSPECTION s'
CHECK BELOW WORK COVERED BY THIS REOUEST
EH-00001-02
94750
Type of Building New Add. Rep. Check Applisnces Wired For Check Fquipment Wrced For
Home 0 ? ? Range ? Temporary Wuing ?
Duplex ? ? ? WacerHeatec ? LightingFixmies ?
Apt. Bldg. ? ? 0 Dryer ? Electric Heating ?
Commercial Bldg. ? ? ? Furnace ? Silo Udoadei ?
Industrial Bidg. ? ? ? Air Conditio ` Bulk Milk Tank ?
Farm ? ? ? List ist
Other ? ? ? Eehels?
) ` ers?
COMPUTE INSPECTION FEE BELOW ? WLL-f?
Service Enlrance Size: # Fce Fceders&Subfcedera: # Fce # Fce
to 300 Am s. 0 to 30 Am eres s
101 to 200 Am s.
Above 2 mps
.?y0 31 to 100 Amperes
A bove 100 Amps xes
ps.
im
Tr?nsformers RemoteControl C. ee f'V
Signs S ciat Ins tion .
Remarks "Al -j?to L?,y? ;y-.?C 5'
rlAr1 !Q ? Earu; 6cv TOTAL FEE !f, d
1-1 ?'4"Z1
I, the ElecfncaClrispector, hereby certify
Nadeln yna? -`
? ?
Date
(Final)
This request void
18 months from
This request void L?F ??? (?? • S?`?' 3 I ?,,? ???
18 fiqnths frorti
Date of this Request 12/18/80 Fire No. S "47*7
i, as 99 Licensed Electrical Contractor 0 Owner, do hereby request inspection of the above electri-
cal winng installed at:
Strcet Address or Route No. 720 Blue Gentian Road City ERan
Section Township
Range County Dakota
Which is occupied by Team Hoase
. (Name of Occupanq '
Is a roughin inspection required on this job? No 0?, Yes ? Ready Now ? Will Call ?
Power Supplier
EleotricalContractor Arcade Electric Company Contractor's License No. 40038
(COmpany Name)
Ma'rlingAddress608 E County Road D, St Paul, Mn 55110
(Elett? al Cor lr ta??'? nar Mdking T 5 Installatlon)
Authorized Signature ???{/. ? e No. 483-5066
(ElectNCI?a1 Contraftor or owner Making Thls Installatlon)
CS,?r1 ?(I? ?? ??,? Uu?D ?0?? This inspection request will not be accepted by the
c? u fril u LS 1:'? State Board unless proper inspeotion fee is enclosed.
Inlnne5o[a SLflte tlOara oT CIBCIIICIty " Griggs Midway Bldg. - Room N191 /
1821 University Ave., St. Paul, Minn. 55104 - Phone 297-2111
-'" PWIflUEST FOR ELEC'FRICAL INSPECTION
CHECK BELOW WORK COVERED BY THIS REQUEST
EB-00001-02
94747
Type of Building New Add. Rep. Check Appliances W'ved For Check Fquipment Wired For
Nome ? ? N Range ? Temporary Wiring ?
Duplex ? ? ? Wa[ec Heater ? Lighting Fix[ures ?
Apt Bldg. ? ? ? Dryei 11 Electric Heating ?
Commercial Bldg. ? ? ? Fumace ? Stlo Unloadei ?
Industrial Bldg. ? 11 ? Air Conditi `
Lis[
) ? -? 8ulk Milk Tank
ist ?
F m ? ? ?
O her ? ? ? p
}
Hehefs) ;?? - eiersI
COMPUTE INSPECTION FEE BELOW
ServiceEnt=ance Size: # Fee Feedera&Subfeeders: # Fee Circuits: u Fee
0 m 100 Am s. 0 to 30 Am eres ,490 0 to 30 Am eies a{O Q OU
]Ol to 200 Amps. 31 to 100 Am eres 31 to 100 Am eres
Above 200 Amps. Above 100 Amps. Above 100 Amps.
Transformers Remo[eContrdCirc. Paztialoco[herfee -i
Signs Special Ins ection Minimum fee $5.00
Remarks
-
TOTAL FEE
. ?
I, the Electrical Inspector, hereby
(Final)
This iequest void
18 months from
been mab-----,,?
e
e
This request void L? Z S?/ y
18 rcwnths fmm
'Td 24341 41, Bz, Aud.s4b.31
7«Zy
t Ia.o a
fleqvest Date !
?
? Ffre No. Rouph-in Inspection
fteqwreA?
g]ReaAy Nuw Q Will Nntify. lnspec-
[o
Wh
R
?
? -?Ves [?No r
en
eadY
? Licpnsed ElecVical Contraclor I hereby rapuest insoection of above
Owner electricxl work instelled at:
SVeet Address, Box or Routa No. w ` e
irL ' City
Bcuon o. Township Name or No. anpe Nn, omiry
Or.cupam (PflINT) , Phnne Nu.
P
:
? qo
4SZ-(
.
N4-
L 1V12i -V
? A41kw? plix)i
Electrical ConVactor (COmpanv Name) ' Contractor's I.icense No.
LEII
Mailing Address (Con actor or Owner Meking InstallatioN .
Wk&w ?..? S S ll -
Aut rized $ignaiu e(ContractorlOwnor Making Inste9latio Phone Number
VSILI?ef
MIN?ESOT?qTE BOAPO OF?LECTlIICITV" THIS INSVECTION NEQUEST WILL NOT
Gri s•Mi w Bida. - floom lp 197 BE ACCEPTED BV THE STATE BOARD
1821 Universilv Ava., SL Paul, MN 65104 UNLESS PNOPEfl INSPECTION FEE IS
ow,...., ia», ENCLOSED.
L'ZS -p' REQUEST FOR ELECTRICAI INSPECTfON ,?;, ee-ooooi ea
U3 ' Sea instructions tor completing this form on back of "? (?? /??
yxllow cOpy. -
""X'" 3efow york Covered by Thrs Request 7 ??
Nro? A`dtl R.P. Typc oi uildin9 ApPliances WiraA Equipmant Wired
Home RAnge Temporary Service
Duplez Water Heater Li htiny Fixtures
Apt. 8uildiny Dryer Electric Heatin
Commercial Bldg. Furnace Silo Unloader
Industrial BIAg. Air Conditioner 8ulk Milk Tanlc
Fafm Othar paci y O[her if
t wr SGeu y ther Othor
Compute Inspection Fea Se7ow N Fee ServiceEntrencoSize # Fea Feednrs/Subfaeders tl Fen Circuits
0 to 100 Am s 0[0 30 Am s 0 to 30 Am s
107 to 200 Amps - 31 to 100 Amps 31 to 100 Am s
Above 200 qmps Above 100_Amps Abvve 700_Am s
Transiormers - RemoteConirol Circ. Partial%Othe e
SignS SpeCial InSpeCtion S gG
Remar_?s.
• ? ( ` t ° TOTA FEE
/
ri • -
Roueh-in Date
I, the cal
?. Ins?
r l or, hereby
r wf??r .?? ' •??n auove I
?a?qctionhas baen
This repuest vold
1A ........i.. f.,...,
This request vojd 18 indnths from
r -n-0 , F? c
Date of this RequestQ.6??' ??g2 R 5 4 3 4 9I, as PR Licensed Electrical Contractor 0 Owner, do hereby request inspection of the above electri•
cal winng installed at:
Stre et Address or Route No. 7-00 N,,- C-,??tN?.3 1? City?-?L N
?
Section Township Range 'ounty 17l??-c+?Q
Which is occupied by
ls a roughin inspection required on this job? No
Yes 0, Ready Now 13
Will Call kt
Power Supplier
Address
Electrical Contractor"MO.? Contractor's License No:?b
(COmpany Name) \ `
MailingAddress 2'13Lo ?EjAwo,au. Q.ua.. 1Je ?.]a%PaUA_. M?J cSSlC)q
Authorized
Phone No. KIO, (A*1O
?UL%VE This i`upection request will not he aecepted by tha
"? ?? d? State Baard unless proper inspection fee is endosed.
Minnesota State Board of Electricity
,]M0d.UniVrsity Ave., St. Paul, Minn. 55104-Phone 645•7703
? 'or-REQUEST FOR EIECTRICAL INSPECTION
CHECK BELOW WORK COVERED BY THIS REQUEST
R5434y
Type ot Building New Add. Rep. Check Applisnces W ired For Check Fquipment WQed For
Home
Duplex
` ?
? ?
? ?
? Range
Water Heater ?
? Temporazy Wiring
Lighting Fix4ures ?
?
,
Apf. Bfdg.
?
?
?
Dryet
?
Elec[iic Heating ?
c
10l
Commercial Hldg. ? ? ? Furnace ? Silo Unloader ?
Industrial Bidg. ? 0 ? A'u Conditioner ? Bulk Milk Tank ?
p_?? ?
Otherl?Pi?
?
x oList
Hehe Lpist
Hereecs?
COMPUTE INSPECTION FEE BELOW
Service Enteance Size: # Fee Feeders&Subfeedere: # Fee C'vcuits: # Fee
0 to 100 Am s. 0 to 30 Am res 0 to 30 Am eres
101 to 200 Am s. 31 to 100 Amperes 31 [0 100 Am res
Above 200 Amps. Above 100 Amps. Above 100 Ampa
Transformers RemoteControlCirc. Paztialorothertee
Signs Speciai lns ion Minimum fee $5.00
Remazks AA' f, bftP.!lDdpAWp iw% ?Spkh?t?.
p TOTAL FEE a0, OQ
i, me niecmcu mspeccor, nereuy cerary
(Final)
This request void 18 months from +
ab c?fion has been
ma .
? 6!C'Yr.??
X4Vl5j> E
•/?I V CITY OF EAGA-N Include 2 secs or plans,
1 site plan w/elevations &
BUILDING PERMIT APPLICATION i 1 set of energy calculations.
?S C-SrAiYs
Zb Be Used For Valuation 3.5'00 Date
Site Address: &uE C-16A}7ypl..) \OFFICE USE ONLY ,
Lot? ? Block ? sec./Sub.Q??d3(Erect Occupancy Z-
Parcel #: /d 03700 O/O 02 Alter Zoning ?
Repair ? Fire Zone
owmer: GQ?*,u?llE ?'1o?cS4 ?'?vc Enlan3e _Type of const. VAIr
Nbve # Stories
Address: (?8 t.? . Ey-c,?na Demolish Front ft.
City/Zip Cocie: SS-402. Grade Depth ?q ft.
Phone # : ? Cj ( - 2 $ oo APPAOUALS FE?S
1
(i
1
i?
`
contractor: GRHvu?L?E4bwQ? -?\A?CW,`?idNtnak Assessments
Address: cl?tuC[z ICpASE -cn¢6rnrrEa Water/Sewer
Poliae _
City/Zip Code: Fire
Phone #' IS??g' ' SAC
Water
• n. .r? ?t P1anneY' Wate
Council -,f p Road
Arch./Ehg.: j?aUBldg. Off. f.x1.pl qP
r .Meter
Unit
Pddress: yo G(-a„v:U6 WwK Lo? (v.C.y-??trye APC
City/Zip Cade: ?-?c?,.,Q? • I? SSVo2 fC.Ti ,n wlwr. is
?Sa ( ^ ?.Cs?? p?r!'?ti , TOTAL
Phone #: ? ?? "
Permit
Surcharge
Plan Check
CITY OF EAGAN
3794 Pilet Kno6 Road Eagen, MN 55113 N2 6510
!`HONE: ?450.8100
BUILDING PERMIT APPLICATiON
Site Addre,s?s? /LU ri1i12 liPS1L1c7I1 t(Cl.
i.or??-""-Block Z 5ec/Sub. Auclitors Sub 31
Parcel # 10 03700 010 02
rc Name Gr nvri 7 1 HO uG Tnc
w
; Address 68 W. Exchanqe
? 291-2800
St. Paul 5540
Z
Cit ,
.8
o Name M?-?el HaIlIlan, Granvil].e House
?
? Addreu
?
Ci Phone 542-6908
wW Nome Ray Raffle
tr ... c/o Granville House-68 W. Cthouse
Building Official ?""?-?---? Receipt .{k '_2 33 ?y
i hereby ackrwwiedge that I have reud this applicotion and state that
the information Is mrrect ond ree to wmply with all applicable
Ordinances.
State of Minnesoto $tatutes a a, City/of ligd
Slgnature of Permittee 4/1%(G
A Building Permit is issued a: r nvi 11 FDiaP
all work shall be done in ac,c,?o/r/ ?ncye,?v,ith /alJ?-/epp?l7icp?bl-e State o
Erect ? Occupancy Rl A2
Alter ? Zoning F'
Repair ? Fire Zone NA
Enlarge ? Type of Const. Vri
Move ? # Stories - NA
Demolish ? Front ? ft.
Grade ? Depth ? ft.
Aovrovalc Fees
fL55e55ment Pemtii 13.UV
Water&Sew. Surcharge 2-00
Police Plan check NNP,
Fire SAC pa -
Eng. Water Conn. NP'
Planner Woter Meter M
Countil Road Unit NA
Bidg. Off.
APC Total 17 _ 00
on the express tondiHon tFwt
sota SlAutes and City of Eagan Ordinances.
BUILDING PERMIT
cirr
7795 Pilot Knob I
- PHOI
EAGAN
Eagan, MN 551'22 l? '?T9 8uJ
u
v v Receipt jj
Sih Address /LU . ()./l"Xj'
Lot 1 elock 2 Sec/Sub.Aud. Sub.31
Parcel # 1 0-03 7 00-010-02
c Name Warren Eustis House
W
Z Addrau 68 W. Exchange St.
? C;t St. Paul phorre 291-2800
a Name Granville Home Carpenter
o? Address Sama
?/-
Name _
Addres3
I hereby ackrwwledge that 1 hove read this o00iication ond state that
the informotion is rnrrect ond a e t) somply wlth oll appiicabla
State ot Minnesota Statutes a Cif?of Eagan Ordinonces.
Signofure of Permittee! .(lN ?
A Building Permit Is ' u f
all work sholl be do n oc rdancs.-w' ppFicabte State of
Buildinp Olfktal -
'Erect p Occupancy
Alter O{ Zoning
Repoir ? Fire Zone
Enlarge ? Type of Const.
Move ? # Sfories
DemoGsh ? Length_
Grade ? Depth Sq. Ft.-
Avororals faes
Assessment
Water 8 Sew.
Police
Fire Pertnit 517.50
SurcFwrpe .50
Plan check
SAC
EnO. Water Conn.
Plonnar
Council
Bldg. Off. WoterMeter
Road Unit
-
-
APC Tota
??
_ on the express condition 1hnt
ond City of Eagon Ordinantes.
91473 CI2y pF EAGAN Include 2 sets of plans,
?? 1 site plan w/elevations &
.. ? BL'ILDIPSG PERMiT APPLICATION 1 set cf energy calcuTations.
Zb Be Used Fbr744, P-Ei"+-ei-+P-? Valuation O!7'z1 . 0=0 Date
Site Pddress ?Z0 RLuG- GGNTq1v w• OFFICE USE ONLY
I,ot l slocx _?2- sec./sub. u-A 3' Frect occupancy --
Parcel #: 10 - CD 3Z b O - n t b- C7 Z.
W WVR6J C-u.STiS l-{ouSG-?
Oamer: GRRN2r?- ?ounc-
Address: (s$ (.? . C kJL.o,?? S4'-.
City/Zip Code: Pa..-.Q ? SS"11 a
Phone #: 2G t- 2gC° - ASic Fo2 ChuctilcauSC-
Contractor: GV-ANVt(,cC- L-?vce- 6'qRpr?M'E2.
Fddress: S.dm6 '6? 431-AOVE
City/Zip Code:
Phone #:
F1rch./ES7g.: ?2aq I/?.4?FEL
PddreSS:
City/Zip Code:
Phone #:
APPROVALS N
?S
Assessmexits Perntit
?aater/Seaer Surcharge , 5
Police Plan Check
Fire SAC
gxj, '
Water Conn. _
Alter K' Zoning
Repair Fire Zone
Enlarge _ Type o£ Const.
Nbve # Stories
Deirolish Front ft.
Grade Depth ft.
Planner
Council
Bldg. Off • 9 / S - `j
APC
Water Meter
Road Unit
nYPAL ?-
CITY OF EAGAN
3830 Pilot Knob Raad, P.O. Box 21-198, Eagan, MN 55121
PHONE: 454-8100
BUILDING PERMIT
fieceipt
N° 11464
S ?D3 l'
7o be used for F LRE REPAIR Est Value $151, 000 Date JANUARY 21 19 86
Site Address 720 0' NEILL DR E ? o
Lot 1 elock 2 Sec/Sub. SECT 37
Parcel No.
Name GRANDVILLE CORP
Address SAME
Ciry phone 291-2800
o Name O.R. ANDERBERG CO PP
$ a nddress 2923 OAKLAND AVE SO Assessment
' ciry ?LS Phone 824-2605 (BOB BURNS)yyater & Sew.
c
w
W Name
Address
i z
W
Ciry Phone
I hereby acknowledge that I have read this application and state that the
iniormation is correct and agree to comply with all appliggg ble State of
Minnesota Stawtes and City of Eagan rq??nances. /
Signature of Permittee /
A Buildinq Permit is issued to: 0. R. ANDE G CO
all work shall be done in accordance with all applicable §lfate of Minnesd
rect ccupancy
Remodel ? Zoning
Repair ? Type of Const
Addition ? No. Stories
Move ? LengM
Demollsh ? Depih
InL Impr. ? Sq. Ft.
Install ?
A rovals Fees
Police
Fire _
Eng.
Planner
Council
Bldg. Off. 1/ 14/ 86
APC
Var. Date
Permit '?"
Surcharge _
Plan Review
SAC
Water Conn.
Water Meter
Road Unit
Tr. PI.
Parks
Copies__163b_._0G_
on the express condition that
Ciry of Eagan Ordinances.
Building
CITY OF EAGAN N°_ 1 3 7O 2
3830 Pilot Knob Road, P.O. Box 21 -199, Eagan, MN 55121
PHON?:454.8 100 ? ? ? 3---T
BUILDING PERMIT Receipt u ?
To be used for DEMOLITION Est. Value Date 1UNE 1 87
Site Address 720 0' NEILL DRIVE OFFICE USE ONLY
Lot 1 Block 2 Sec/Sub. AUD. SUB. #37 OnSiteSewage _ Occupancy
MWCC System Zoning
ParcelNo. 10-03700-010-02 OnSiteWell _ 7ypeofConst
Ciry Water (AC[uaQ
_
a Name N.W. AIRLINES INC (allowable)
w
Address # of Stories
; Length
? City Phone 726-2300 oePth
S
F
Total
.
.
, p Name M A MORTEN ON CO Footprint S.F.
0a Addresa E.D. BOX 710 APPROVALS FEES
? City MPi.S Phone 726-3506 qssessmants Permit $15.00
_
t? WateUSewer _ Surcharge
W W Name Police _ Plan Review
? z
_-
Address Fire SAC, Ciry
-
u=
gW
City Phone Engc
planner _ SAC,MWCC
_ waterConn.
Council _ Water Meter
I hereby acknowledge ihat I have read this applicatlon and state Bldg. Off. _ Hoatl Unit
thattheinformationiacortectanda9reetocomplywithallapplicable APG - TreatmentPl
StateofMlnneaotaStatutesand
i of
E?
a
nfJ nce& Varia
n
c
e _ Parks
?
??
//
?
'/
? 7
/
? CoPies
?6tiur-f_ Lv
•
Signature of Permittee -/K /?(uzfP.G?+p`- 707AL $15_()0
A Building Permit is issued to: M.A. MORTENSON CO on the express condition that
all work shall be done in accordance with all applic le te of M innesoAStatutes and City of Eagan Ordinancea
Building Official
V
itv oF
3930 PILOT KNOB ROAD, P.O. 80X 21799
EAGAN, MINNESOTA 55121
PHONE: (612)1154-8100
February 2$, 1985
MS DAGNEY CHRISTIANSEN
EXECUTIVE DIRECTOR
GRANVILLE HOUSE
68 W EXCHANGE ST
ST PAIIL, h1N 55102
RE: CHANGE OF SYREET NAME
_ NARREN-EUSTIS-HOUSE
_L_1,_B-2,-AUD3TORS-SUBDZVISION_#31
Dear Ms. Christiansen:
BEA BLOM9UIST
Mayor
THOMASEGAN
JAMES A. SMITH
JERRY THOMAS
THEODORE WACNTER
Couricil Members
THOMAS HEDGES
CRy Adminisfwtor
EUGENE VAN OVERBEKE
City Clerk
Council action of February 5, 1985 changed the street name "East Blue Gentian
Road" to "D'Neill Drive." The street number did not change so your new
address will be 11720 0'Neill Drive:'
If you have any other questions, feel free to contact me.
Sincerely,
?
Dale Peterson
Chief Building Official
DP/js
CC; Marilyn Berthiueme
Granville House
68 W EXCHANGE ST
ST PAUL, MN 55102
THE LONE OAK TREE. ..THE SYMBOL OF STRENGiH AND GROWfH IN OUR COMMUNIN
l ??0 C?7
1987 BDILDING PERMIT APPLICATIOH - CITY OF EAGAN
SINGLE FAMILY DWELLINGS
ZNCLQDE 2 SSTS OF PLANS, 3 CERTIFICATES OF SOFVEY, 1 SST OF ENERGY CALCULATSOAS
DTOTE: ADDRESSES FOE COBNER LOTS - CONTRACTOR/HOMEOWNER HIIST DfiSIGHATE WHICH 9DDRESS
IS DE3IRED. NO CHANGES WILL BS 9LLOWED ONCS BDILDIPG PBRMIT IS ISSQED.
MU[.TIPLE D[tELLINGS - RBSIDENTI9L RENTAL OPITS FOR SALE ONITS
INCLUDE 2 SETS OF PLANS' CERTIFICATE OF SQEVEY - CHECK W'ITH BLDG. DEPT.,
1 SET OF ENERGY CALCULATIONS
COMNIERCIAL
ZNCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS,
1 SET OF SPECIFICATIONS AND 1 SET OF
ENERGY CALCULATIONS,
$2,000 LANDSCAPE BOND ? 5491+r-
iA me-s
To Be Used For: i` Valuation:
Site Address ?CW j)i2t r4-
Lot -L Block JI,le- OJ4?
Parcel/Sub /D '03 ) ? " d iia -bz-
Dwner /'/. 6'! ?i,Qcrr+?S? /NG
Address iq=lAs S%??a..L
City/Zip Code s •
Phone /26 - Z 30 b
Contractor /t(.k. 40?P-'C,
Address ?Ird. /lax ]/U
City/Zip Code
S , W",
Phone 7Z-G -SSG6 ?SZL -Plou
Arch./Engr. ?o??,? ?(?,?,,,ip .
Address
City/Zip Code N?
Phone # f4/?
Date: c- ! "0
OFFICE QSE ONLY
On Site Sewage _ Occupaney
MWCC System _ Zoning
On Site Well ` Type of Const
City Water (Actual)
_
(Allowable)
# of Stories
t? Length
Depth
S.F. Total
Footprint S.F.
9PPROVALS FEES
Assessments Permit
Water/Sewer Surcharge
Police Plan Review
Fire SAC, City
Engr SAC, MWCC
Planner Water Conn
Council Water Meter
Bldg Off Road Unit
APC Treatment P1
Varianee Parks
Copies
TOTAL
// ?
?
1985 BUILDING PERMTT APPLICATION - CITY OF EAGAN
NO?E: ALL CONTRACYORS NUST BE LICENSED F1ITH THE CITY OF EAGdN
COMNERCIAL SINGLE FAMILY DWELLINGS
INCLUDE 2 SETS OF ARCHITECTURAL INCLUDE 2 SESS OF PLANS
& STRUCT'URAL PLANS, 1 SET OF 3 CERTIFICATES OF SUftVEY
SPECIFICATIONS AND 1 SET OF 1 SET OF ENERGY CALCULATIONS
ENERGY CALCULATIONS
$2,000 LANDSCAPE SOND
To Be Used For: Kerlq,Q Valuation; ovo?
?-7 i \??
Site Address -z-aCJ c?/v?GL ,?+C? •
Lot ? Block s.
Parcel/Sub ?Owner
Address 7o2U L?nJ/?C ?? •
City/Zip Code ?A y41-)
Phone ';Zot
Contractor 0. ??YnJb 6??ie,?G
Address
City/Zip Code
Phone v 205 &jeNS,
Arch./Engr.
Address
City/Zip Code --"-'?
Phone #
Erect ?
Remodel
Repair ?
Addition
Move ?
Demolish
Int.Impr. ?
Install ?
Date • 1 -/ 5-„ a'&
Occupancy
Zoning
Type of Const
# of Stories
Length
Depth
Sq Ft
APPROVALS FEES
Assessments Permit
Water/Sewer T
^ Sureharge
Police Plan Review
Fire SAC
Engr Water Conn
Planner Water Meter
Couneil Road Unit
Bldg Off/- Treatment P1
APC Parks _
Variance Copies
TaTAL
so
?
?; C9-? kj-?
----- • -
I on,ooo
oo
? ?2uIZC?Naec,?
Sf x2.S -
433
?
51?. -
? .?s so
I`5 1 K ,J = -75
O? ?An"6olaq
? GENERAL CONTRACTOR
ESTABLISHED 1918 2923 OAKIAND AVE.
MINNEAPOLIS, MN 55407
824-2605
January 2, 199r
St.Paul Fire & P1arine
Upper Midwest Service Center,
3600 6Jest 80th St., Floar 3,
Minneapolis, h1n 55431
Re: Warron Eustus House,
720 Oneil Drive,
Eagan, Mn 55121
We have inspected the above property and estimate the fire d?rnane as
follows:
EXTERIOR RDOF ELEVATION 64'x 20' x?_0' av
Remove & replace rafters 96 - 2x8-20' 2
Ceiling joists 10 - 2x6-20'
Plywood roof sheathing 80 - 4x8's
Ridge board 7 - 2x8-20'
Timberline shingles
Structural timbers BxB's avg
Framing studs
Metal valley avg
Reframe dormers
Remove & reset window units
Casement windows 1}
Sash replacement ?2)
lJindow frame replacement (2)
Gable framing & Stucco gable ends
FIRST FLOOR BEDROOM 15'x21'x10'6" + 7'x21'x1'
Remove & replace sheetrock ceiling & uall
Algicide ceiling & wall, fioor 1
Rigid beaded board insulation .Lz"
Remove & replace sheetrock wall 5/8"
Plywood flooring (3/4"COX) 15-4x8's
Rigid beadboard floor insulation 12"
Tape & sand ceiling & wall
Prime walls
*- Paint walls
* Seal T& G ceiling & beams
Removc & replace baseboard 1-rn avg
. „ 2
* Paint basehoard 1-m avg
Prehung SC door & jamh with fiaodware
1 - 3'x6'E30113/4"
Plane & refit woodwork 2-d, 4-w
? Paint woodwork 3-A 4-u
? Carpet (rubberback 0 12.00 SY)
? Install carpet
HALLbJAY TD WELL F{OOM 410016"x71
av
Remove & replace sheetrock C 6•1 1"
Algicide ceiling & wall & floor
Rigid head6oard insulation wall & floor
Plywood flooring (3/4"CDX)
Tape & sand ceiling & wall
? Carpeting(rubherback 0 12.OOSY)
*- Install carpet
? Prime ceiling & wall
* Paint ceiling & wall
Romove & replace closet daors(prehung)
*Paint woodiuork 8-d
Remove & roplaco baseboard 1-m avg.
* 'Paint haseboard 1-m avg
CLOSET 2'x2lx7' avn
Remova & replace sheetrock C/41 5/0"
Rlgicide ceiling, wa.11 & floor
j Tape & sand ceiling & wall
. +? Primo ceiling & wall
; -? Paint ceiling & wall
xPaint woodwark 6-d
FURNRCE RODhI HFlLL4INY 416"x0'xf3' av
Panel door & jambrepairs
Plywood floor (3/4"CDX) 2-4x8's
Sheetrock ceiling & wall 5/0"
Algicide ceiling? wall & floor
Fiberglass insulation 32"faced
Remove & replace baseboard 1-m avg.
* -Paint baseboard 1-m aug.
Door repairs 2-d
Tape g: sand ceiling & walls
-? Prime ceiling & walJ.s
* Paint ceiling & walls
? Carpet (Rub6erback S12.00 SY allow.)
? Install carpet
? Paint woodwork 2-d, 1-w
FURNFlCE RODM 7'6"x12lx7' av
Sheetrock ceiling & wall 5 8"
Fiberglass insulation 3z"faced
Aloicide ceiling & walls
Power wash floor
Clean interior & exterior furnace
Tape & sand ceiling & wall
Prime ceiling & walls
Paint ceiling & walls
Meta1 bifold doors with hardware 2-31010"
FIRST FLOOR BATHROOM 5'x10'xB' avn
Sheetrock ceiling Z< wa11s 5 8"
Algicide ceiling & walls
Fi6erglass insulation 3)"faced
Tape &. sand ceiling & walls
• Prime ceiling & walls
• Paint ceiling & walls
Remove & reset vanity base
Clean fixtures (2)
Clean caramic floor
* Wallnaper (512.00 pr allowance)
* Hang wallpaper
• Clean & seal woodwork 1-d
STAIR4IELL TO SECOND FLDOR 3'x17'x10' avc
Sheetrock walls
Backspray walls
Tane & sand walls
• Prime walls
• t•Jallpaper 014.00 pr roll allowance)
• Han9 wallpaper
Remove & reset handrails
Bacl<spray t& risers 17t - 16r
• Carpet treads & risers
* Paint woodwork 1-d
SECOND FLOOR LANOING 1041816" + 616061607
Sheetrock ceilin9 tc walls 1"
Alnicide ceiling & walls
Fiber9lass insulatinn 312"Faced
Tape & sand ceiling & wall
Remove & reset basebaard 2-m
Remflve & reset W.I.Railin9
Remove & reset beamed ceiling (7)
Remove tC reset handrails
y Prime ceiling & walls
• Paint ceiling & walls
• Paint woadwork 5-d
Plywood floar (3/4"CDX) 8 - 4x8's
Algicide floor joists
* Carpet (rubberback 9 112.00 SY allow.) 25
*- Install carpet 25
SECOND FLOOR BATHRDOf1 6'x14'x716" avq
sheetrock ceiling & walls
Flgicide ceiling & walls
Fiberglass insulation walls 31-faced
fiberglass insulation ceilin9 6" Paced
Tape & sand ceiling & walls
" Prine ceiling & walls
* Paint ceilin9 & walls
Retnove & reset baseboard 3-m
" Paint baseboard 3-m
Remove Oek harduaod floor
/,
Algicide floor joists
Plywood floor (3/4"CDX) 4x8's
Remove & resat tub
Remove & reset vanity & top
? Paint woodwork 1-w2 2-d
Clean tu6
Underlayment
Vinyl flonr
Marlite tub enclnsure 4x0's
Remove & reset shower rod
*Clean & paint interior linen closet
SECDiVD FLOOR BEDROOh1 12'x12'6"x7'6" avn
Sheetrock ceiling E: walls .-?
,4lgicide ceiling & eia11
Fiberglass insulation walls 312"faced
Fi6erglass insvlation ceiling 6"Faced
Remove 2c reset 6eams
Tane & sand ceiling 7x walls
Remove & reset baseboard 2-m
-Y- Clean & paint baseboard 2-m
Plywood floor (3/4"CDX)
Fllgicide flaor joists
* Carpet (rubberbacl< 0 312.00 SY allow,) lf
* Install carpet 16
• Paint woodworl< 3-d, 4-w
• Prime ceiling & walls
• Paint ceiling & walls
CLOSET 21x5'6"x7'6"
Sheetroc,< ceiling & walls Algicide ceiling & walls ?
Tape 3: ,and ceiling & walls
• Prime ceiling & walls
• Paint ceiling & walls
Plywoad flaor (3/4"CDX)
* Carpet 1
x Install carpet 1
*- Paint uoodwork 2-d
SECOND FLOOR 57AFF OFFICE 9'6 0106" + 216":
Sheetrock cailing & walls
z"
Algicide cezling & wall
Fiberglass insulation walls 3 -•-,-"faced
Fi6erglzss insulation ceiling o" faced
Remove & re,et ceiling beoms
Tape & sand ceilzng & walls
'F Prime ceiling & walls
Paint ceiling P: walls
Remove £; replace M.C.prehunn d oor unit 216"
Door hardwaree
" Paint moodworl< 5-w, 1-d
Plywood flooring (3/4"CDX)
Carpet (rubherbacl: 0 312.00 SY allow,)
? Insi:all carpet
CLOSET 2'x6tx7'6"
Sheei:rock interior coiling &. wall t.r'
Tape & sand ceiling & wall
Prime interior ceiling & wall
' Paint interior coiling & wall
Plywood flnor (3/4" CDX)
* Carpet
* Install carpet
? Paint interior uoodworl< (doors)
SECOPJD..FLODR KITCHEN 71x14'x7'6" avq
Studs 4 - 2x4-8'
Remove & reset wa11 & base cabinets
and countertops
Sheetrock ceiling & wall
Backspray coiling & wall
Fiberglass insulation 31" faced
Tape & sand coiling & wall
4,Prime ceiling & wall
? Paint ceiling & wall
Vinyl floor
Underlaymont
Plywood subfloorin9 (3/4"CDX) 4x8's
Wall cabinet repairs
*Paint uiall & base cabinets
? Paint woodworl< ?_-w
Remove & reset chair rail
Remove & reset baseboard
-?Clean & paint chair rail & baseboard
7GS
76S
13?S
1325
1
1/3S
1135
3
228
360S
360:3
5?_S
3G05
3605
3605
9F3S
9II5
3
SECOND.FLOOR DIPIETTE 716"x9' + 316"x4'6"x7'6
Sheetrock coiling & walls 256S
Studs 4 - 2x4-8' 22p
Oackspray coiling & wall 266S
Uertical support column 1- 8"x10"
Fiberglass insulation 31" faced lO1S
Tape,& sand coiling & wall 266S
-'?Prime ceilin9 & walls 2665
^'Paint ceiling 83S
"Wallpaper 012.00 pr.roll allow,) 7
? Hang wallpaper 7
Plywood subflooring (3/4" CDX) 4x8's 3
*Carpet (rub6erhack 0 ;"s12.00 prSY allow.)
9 1/35
*Instsll carpet 9 1135
^ Paint woadworl< 3-w 3
Remove &. reset baseboar.d
SECOND FLOOR FIREPLACE ROOhI 24'x25'xfl' avg
Shr.etrock ceiling 1" 5205
Tape & sand ceiling 5285
Prime & spraytex ceilin9 52E35
S1:zin & seal beams t- trim boards
Sheetrock walls z" 800c-
Baokspray wa11s U00C
Fiberglass insulation 31" faced 5925
6
Tape & sand walls
Remove & reset wall trim boards
Glass in sash
Acid wash fireplace
Remove Oak hardwood floor
Algicide floor joists
Plywoad floor (3/4" CDX) 4x8's
^Carpet (rubberbacl< 01 512.00 SY
,Install carpet
Plane & refit woodwork
(300
624
624
?.0
allow.)
69 1/3
G9 1/3
8
^Paint interior & exterior woodworl< 0-w
Remove & replace bookshelves
Oak S.C. prehung door units a hardware
%>Stain & seal woodwork 3-d
Removo & reset hase trim
IdEST SECOND TO THIRO FLOOR STAIR!•JELL 31x16'
Studs 16 - 2x4-8' E36
Sheetrocl< walls 200
Backspray walls 2t30
Stair jacks 3- 2x10 -12' GO
Treads & risers 16 - Ot, f3r
-"Carpet treads & risers Bt, 8r 16
Fiberglass insulation wall 32"Paced 17_Cl
Type & sand walls 260
-"? Prime cei.lin9 & wall 280
r-Paint ceiling & uall 280
5 panel door & jamb & hardwa re 216"x6'8 "xl'
THIRD FLOOR 1-1E5T ROOh1 181x241x7' av
Fiberglass insulation 31"faced 960
RemovQ hardwood floor 432
Oacl<spray Floor joists 432
Plywood floor (3?4"CDX) 14•- 4x01s
Sheetrock ceiling & wall 5/8" 960
Tape & sand ceiling & wall 960
-? Prime ceiling & wall 960
Paint ceiling & wall 960
< Carpet (rubberhaci< 312.00 pr.Roll Allou) 64
Install carpet 6 4
Bool< shelve; (built-in)
Remove & replace handrails
Baseboard 1-m 84
Paint baseboards 1-m [iii
TP.IR!-%ELL TO THIRD FLOOR 216"xG' + 31r.91x7'
Sheetrock ceilinn & wall 266
Fiberglass insulation ceilinp & wall 266
Backspray ceil.ing & wall 266
Tape & sand ceiling & wall 266
Prime ceiling & wall 266
Paint ceiling E: ciall 265
Remove L reset treads E risers,10t,9r 19
0ecl<spray {:roads Fc riser, 10C,9r 19
Full ru66er runners.on treads Zc risers
Remove & reset handrails
H.C. prehung door unit 1- 216"x6'8"xl'
Door hardware 1
Door re,oair ,
Paint woodmorl< 2-d
THIRD FLOOR FIRE ESCAPE ROOhi 20' x 23' x
Sheetrocl< coiling & wall
Bacl<spray coiling U uia11 1
Fibergla,s insulation csiling & walls 1
Tape & sand coiling & wall 1
*Prine coiling Z- wall 1
*Paint coiling & uell 1
Remave Hardmood floor
Algicidr. Floor ioists
Plywood Ploor(3/4" CDX) 4r
8's
,
<c-Carpet (ri.ihherbac!; 012.00 pr.SY allow)
51
-:Install carpet 51
,Clean Fc paint woodworl< 4-d, 5-u
TH?RD PLODR HALL4J{!Y OATHROOfq 6'x7lx7w avf)
Shentrool< coiling R: wall " 7
Fiberglass insulation walls 312c"faced
Fiberglass insulation coiling 6"faced
8zckspray ceilin9 £- uall 2
Remove & reset vanity
Ceramic floorin,
*prime ceilinn & wall 2
::Paint ceiling & walls 2
Door repair
::Paint woodworl< 1-d
THIRD FLDOR UESTIBULE E3'x16'x9' avr, VE
Headers 2 - 010-12'
Stud.s 8 - 2x4-10'
Plates 3 - 2x4-10'
Fi6erglass insulation G"faced 1
Backspray floor joists 1
Plywood subflooring (3/4"CDX)
xCarpeting (rubborback O 12.00 SY allow )
14
Onstall carpot 14
Treads & risers 5ti 5 r
5tair stringers
Carpet treads u risers 5t 5r
Shc:etrocl< ceilinn, & ivall ;1" G
Tape & sand ceiling u wall 4
,:Prime ceiling & wall 11
:fPaint cei.ling & ma11 4
THIRD FLOOR BPTHROOh1 6' x 8' x 8' avg
Studs 21 - 2i4-B' 1123F
Plates 10 - 2x4-9' 540F
Plywaod subPloaring (3/4"CDX) ?
oacl<spray Floor joist , 485r
Fiber9lass insulai:ion walls 31" i'eced 405F
Fiberol^ss insulation ceilinn 6 "faced 4E35F
Sheetrocl< ceilinn E; walls
? 2725F
Tape Fa sand r,eiling t'< wa11 277SF
'Prime.ceilin9 lc ualls 2725F
xPaint ceiling & walls
"
' 272SF
1'3/E3'
f
18"
6
Prehung H.C.Door unit 1- 2 x
i
x
Door hardwere 1 set
Lnderlayment (FlC) 4E15F
Vinyl Floor tiles 40SF
Tub, sink, 41.C.
BRTHROOM I-IALLI'IAY 61X71X9' Vau.lted ovn.
Plywood Floor 3 4CDX 2
Bacl<spray Floor joists 425F
Fiberqlass insulation ceilinp G"Paced 42SF
Sheetrock ceilin, & walls 63SF av
Tape & sand coiling & walls 63SF
<,Prime oeiling & walls 63SF
-::Paint ceiling & walls 63SF
-.?Carpet (rubberback 012.00 SY alloiu.) 75Y
Install carpet 7SY
MISCELLANEOUS
blrecking & carpenter labor
Hardware, nails, nlastict etc
Insurance
Temp & Furnace start-up
Scaf,foldin9
Drayage & clean-up
H.U.A.C. (3 - zone system)
Electrical - Inc16500.00 fixture allowance
Plumbing
Permit
Kem-deodorize
Note: This estimat?
Firo Control
estimate.
Tucl:pointing
time F: is
TOTAL /??151,635.EiE3 \
a does not include exterior painting?\? ?
Sprinkler System repairs are not included in {:_i?? -
or repairs to chimney cannot he determined at this
not included in this estimate.
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0
STATE OF MINNESOTA
DEPARTMENT OF ADMINISTRATION
SAINT PAUL
HI:ILDING COpES AN?
STAN[]AROS DIVISION
April 26, 1983
Granville House, Inc.
Cashman Building
68 West Exchange Street
St. Paul, P9N 55102
Attn: Mr. Hannan
406 M[TRO SQUARE
7TH AND ROr]ERT STS.
ST. PAUL, MN 55101
Fh?ne: 6I2/796-4697
Re: Proposed Fire Protection System for a Class "B" SLF Group I-2 Occupancies,
2 Story Building „Warren P. Eustice House, B /Eagan, MN
BCD Pl an No. 83144 (D ? yWX at
Gentleman:
Your submittal for an automatic sprinkler system to be installed in the
above project to comply with NFPA #13D is not acceptable in a Group I-2
Occupancy.
According to our records we have not reviewed the floor plans for this
project which is required to be submitted for our review and corrunents by
Minnesota Statutes.
Please submit the floor plan drawing of this building, which we understand
from a telephone conversation with the owners that this building was a
Group R-3 and now is being changed to hour Group I-2 Occupancy.
When you submit floor plans you could resubmit sprinkler drawings at the
same time which shall be designed and installed in accordance with UBC
Standards 38-7, 1982.
Respectfully submitted,
BUILDING 0 ES, & S DARDS
?
Arnold G. Olson
Code Administrator
Wayne Stevens
Superv?sor, Plan Review
AGO:WS:p
cc: Aale Peterson, Bldg. Offi.
AN EQUAL OPPORTUNITY EM°LOYER
L
minnesota department of health
O 717 s.e. delaware st. minneapolis 55440
(6I2) 2465221 . "
88GEinbBF 16, 19$0
Bonestroo, Etosene, Antferllk and Associatesy Fhc,
2395 Hest Trunk iiighway 36
St. Paut, Mennesata 55113
I
?xxntlemer.:
Re: Sewage d[sposai (rsvised plans) fc+r Rrnes Estate, Eagan
1Jc arQ encicrsing a copy srf aur report caverihg aa examlnat'san of plans ancl speci#ica-
tions an the abeve-aesignsted praject. A1so enclosea is a copy of the repoet and
traiss„nittal teMer to be farwarrted ta the peo}ect owner,
.,
A, soi ef the identifieJ plans and sysecifications 3s 6eing returneti to yuu. tf you
have anp questkons in regsrd ur the Lifcrmatton contstned !n thia reWt, piease
contact Dicu Clark at (512) 29a-5327,
'`itUF'S YeSy"y's
Gacy L. 4glund, P.E., C:uef
5ection ot WatBr SSVPly
and Geneeal Engtneeric?g
Lnctosures
ccs ?raaivilte iiause Iizc., +'Jcvner
r. e3ata E'eiozsmn, i3ulld4ng tnspector ?
. . . -.' ?: . ' .
? ?^`
? ``•?
Ep? j "
,?. ..
an equel opportuni#y employer q3p.@
MINNESOTA DEPARi'V1ENT OF HEALTfi
Division of Envizonmental Health
' REPORT ON PLANS
Plans and Specifications on Sewa4e dispoaal (revised plans) for Ames Estate
Location Ea an Minnesota
Date Examined November 14, 1980
Prepared and submitted by Bonestroo, Rosene, Anderlik and Associates, Inc.,
2335 West Trunk Highway 36, St. Paul, Minnesota 55113
Date Received November 13. 1980 P2an Eile No. A-5373
Ownecship - Granville House Inc., 68 West Exchange Street, St. Paul, Minnesota
ATTN: Mx. Mike Hannan
Scope - This report includes the design of the sanitary featuses of a sewage
disposal system.
Type - Sanitary. Designed to collect and treat domestic sewage and basement
drainage only. Stotm-water connections should not be made.
Treatment - Gate House: 21000 - gallon septic tanks
Main House: 31200 - gallon septic tanks
Final Disposal - Gate xouse: 3-50' X 3' trenches with 18" rock below pipes
Main House: 515 lin. ft. of 3' trenches with 18" rock below piges.
Recommendations -
Soil absorption type sewage disposal systems are considered a temporary
method of disposal suitable only until such time as arrangements can be made
to connect to a community sewerage system. if the system fails befoce a
connection can be made, the plumbing fixtures should not be used until
additional soil absorption capacity can be provided. Connection should be
made to the municipal sewerage system as soon as it becomes available.
Conclusion
These plans and specificatlons aze in qeneral accordance with the requixements of
the Minnesota Department of Health, and are recommended for approval with the
understanding as stated in the preceding patagraphs, and with the usual reservations
as stated on the appended sheet entitled, "Information Relative to Plan Examination."
Richard D. Clark, P.E.
Public Health Engineer
Section of Water Supply
and General Engineecing
,, . _ .. . ,
S
/
STATE OF MINNESOTA
DEPARTMENT OF PUBLIC WELRARE
OFFICE OF iHE CENTENNIAL OFFICE BUILDIN6
COMMISSIONER
612/296•27 01 ST. PAUL, MINNESOTA 55155
GENEFAL
INFORMATION
012/298-6117
PLEASE REPLY
December 22, 1980
Zoning Administrator
City of Eagan
3795 Pilot Knob Road
Eagan, MN 55122
Dear Sir:
ti
'rF ??`'y^aa'
d t???h
19,
?
This is to inform you we have received an application for a ".,'A?DPW Rule 5 license from Warren Eustis House, 720.8±ne-6entian 0 f?G4.[{?
Road, Eagan. This program is for 34 residents, ages 13 to 18.
We anticipate licensing this facility in the near future.
Sincerely,
'G
Mary K. S ith
Residential Licensing Consultant
296-6180
?-
r
?A?
G1,"`
AN EQUAL OPPORTUNITY EMPLOYER
Sw?"
oaw-ezs
(reoi
G I, 75.j, 3]
BEA 6lOMOUIST
MAVOR ' o;
'
a
?
'"°"AS EGA" ...
...-
.
EAGAN
CITY OF
MAHK PARPANTO
JAMES 0.. SMITM
iNEOWRE WACIitEF . 3]B6 PILOT KNOB ROAD
?
courvcauemBeas . ?-
EAGAN. MINNESO7A
' .'2 . . 1 76122 ...{?,.. , ,
,
' PMONE 454-l100
?
, ?--... ..
:l
t N .
1
"'
c ?r Jrc '/
.
1980
December 23 --
,
'
? i
,
?
?
,..?!.. w..?.
Mr. John Bu2ze11, Director
Division of Licensing
lst Floor - Centennial Bldg.
658 Cedar
St. Paul Mn 55155
LQ n
`7'- n?
THOMAS HE?f'iES
pTV AUMINISTFAtOR
qLVCE eaLKE
CITY CLEAK
Dear Mr. Buzzell:
On August 5, 1 80 the Eagan City Council held a public hearing and approved the
special permit for an extended-care facility for chemically dependent adolescents at
?720"-?ead.7Since the City of Eagan has already held a public hearing,
the City requests that this letter waive the Department of Public Welfare Commission
public notice requirement in aecordance with Minnesota Statute 245.812, Subdivision 5.
If you have ar{y questions regarding this request to waive the additional public
hearing, please contact Thomas L. Hedges, City Administrator, or Dale Runkle, City
Planner. "
Sincerely,
Thomas L. Hedges
City Administrator
TLH/,] ac
ec - Dale C. Runkle, City Planner
TNE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNI7Y.
oF
3795 PILOT KNOB ROAD. P.O. BOX 21199
EAGAN. MINNESOTA 55121
PHONE: (612) 454$100
May 31, 1983
Granville House, Inc. .
68 W. Exchange
St. Paul, MN 55402
Attention: Mike Hannon?
/ LK,aX .Y
Re: Eustis House, 720 titte d, Eagan, MN 55121
Dakota County Parcel 4i10 03700 010 02 ;
?ear Mike:
BEA BLOMQUIST
"IX
THOMASEGAN
JAMES A. SMITH
JERRV THOMAS
THEODORE WACHTER
CWnCiIMemDeR
THOMAS HEDGES
Ciry AtlminisVata
EUGENE VAN OVERBEKE
CitY Clerk
In reviewing the various Conditional Use and Building Permits of the Eustis
House, I would classify the occupancy of the building as R-1. That classi-
fication would more closely agree with 1202 (b) of the 1979 UBC and 420 of
the UBC as ammended by the State of Minnesota in 1980. The 1979 UBC was
a document used to convert the original Single Family Dwelling to the R-1
occupancy.
I am sure Mr. Olson of the Minnesota Building Code Division would agree with
me if he had had more complete access to the records of the Minnesota Fire
Marshal's Division and Eagan's Office of Protective Inspections.
We look forward to making the inspections on the sprinkler systems as they
are installed in the Eustis House.
Sincerely
.
a eaS. Peterson
Chief Building Official
CC: Arnold Olson, hIN Building Code Division
Parcel File
DSP/bar
THE LONE OAK TREE.. THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIiY
I.iCV ' _l. :.:n.iCd5
AuoU$C J, 1930
Pagz Four
U-ELAL'L Cl1VDITIOVAL L'SE PF.R`tIT % ? °'. •1 °a.
? •'
., ?: r.. ..
The request of L'-Haul for a conditional use permit for the P-Haul location at
3890 Cedar Avenue and Highwav t113 was nex[ discussed. Councilmembers noted that the
number of trailers and trucks on the premises had exceeded the allowable limits from
ti:ne to [Lme. Parranto moved, Smith seconded the motion to con[inue the conside:a-
tion of the conditional use petmit and that the staff request that a U-Haul represen-
ta[ive be present at the next Council meeting to discuss the permit. All vdted yea.
?GRA.?VILLE HOCSE SPECIAL USE PER4IIT jLT -G_?
Mayor Blomquist next convened the public hearing regarding the application of
Granville House, 'Inc.;.for special use permit for an extended care facility for
chemically dependant adolescents at 720 Blue Gentian Road. Represeritatives of
- Granville House, including Dagney Christiansen, the executive director, were pre-
sent and explaiaed the proposal. Several neighboring residents appeared and had
questions concerning the request for special use permit. Ms. Christiansen indicated
this is the fifth program of Granville House in the Twin Cities and stated that it is
a nonprofit corporation and will apply for exemption for payment of real estate
taxes for the Ames Estate that is being proposed to be purchased by the applicant.
After considerable discussion and questions, Parranto moved, Smith seconded a
motion to approve the application for a special use permit indicating that there
appeared to be a substantial need for chemically dependant treatment facilities but
that the permit be subject to the following conditions:
1. The site plan shall be approved by the City staff providing adequate parking
for the Facility.
2. Because the site is in the noise corridors, performance standards should be
enforced to reduce noise levels within the building [o.the satisfaction of the Ci[y
starf.
3. All state and county permit requirements shall be met prior to [he opening
af [he facility. .
4. The applicant and successors shall consent [o proposed City improvements
including utilities and streets when they are proposed for Slue Gen[ian Road
including the assumption of assessments.
5. All ordinances shall be complied with.
6. A maximum of 50 staff inembers and residents be allowed to occupy the
premises at any one time.
Those in favor were Parranto, Egan, Smith and Blomquist. Against was Wachter.
C_ `
T STATE OF MINNESOTA
EPARTMEI?T OF PUBLIC SAFETY O?O O?
DIVISIO
N OF STATE FIRE MARSHAL
1246 UNIVERSITY AVENUE
E
ST. PAUL, MINNESOTA 55104
TELEPNONE: (612) 296-7641 L
iv
?c-*.a1-GCM
Facility: Warren P. Eustis House
Address: 720 ? , Eagan, `1N 55121
F1le i\o.: 00140145
Date of Order: 04-23-84
Date of ?nsp2ction: 02-08-84
Inspector: David D. Keepers
O;vner: Mike tie,nnan, higr.
ORDER
This order is Formal notification of violation(s) as discussed and documented in our exit
intervievi. , I
Pursuant to the authority vested in me by statute, you and each of you upon whom this
order is served, are hereb,y ordered within the nrescribed time to:
1. Within 14 days, main sprinkler valv2s in hoth huildings must be electricallv
supervised-or-chained and locked open, pursuant to:
Hinn. Stat. Sec. 299F.011 (1974).
11 hiCAR Sec. 3.5103
Minnesota Uniform Fire Code (MUFCj Sec. 2.303, as amended b,y
11 i+ICAR sec. 1.5114
NFPA No. 13, Sec. 3-14.2.3, which states:
"Valves controlling sprinkler systems, except underground gate vaives erith roadway
boxes, shall be supervised open by one of the following methods:
(a) Central station, proprietary or remote station alarm serv?ce,
;bj Local alarm service which will cause the sounding of ;.n audible signal at a!ron-
stantly attended point,
(c) Locking valves open,
(d) Sealing of valves and approved eieekly recorded inspection when valves are located
within fenced enclosures under the r_ontrol of the rnvner."
2. Within 60 da.ys, combustible storage in the attic of the main house must be
removed-or-the Yia]ls and ceiling protected hy l-hour fire resistant
construction-or-the attic strinklered, pursuant to:
Minn. Stat, Sec. 299F.011 (1974).
11 hCAR Sec. 1.5103
Minnesota Uniform Fire Code (MUFC), Sec. 11.207, which states:
"Combustible materials shall not he stored in attic areas or similar spaces.
EXCEPTION: 1-1hen uialls, ftoor and ceiling forming the storage area are protected on
the attic room side as required for one-hour fire-resistiv4 construction."
3. !•iithin 14 ddys, one of the two bathroom doors adjacent to tradition hall in main
building must be made self-closing, pursuant to:
P1inn. Stat. Sec. 299F.011 (1914).
11 MCAR Sec. 1.5103
hlinnesota Uniform firz Code (MUFC) 5ec. 7.303, as amended by
11 PnCAR sec. 1.5114
FIRE DEPARTMENT Page 1.
PS 06017-04 (I2/81)
ATE OF MINNESOTA Fi ?e 10
: 001
40145
TMEf?T OF PUBLIC SAFETY
7W . .
DIVISION
OF STATE FIRE MARSHAL 8UNIVERSITYAVENUE Ddt2 of Order: 04-23-84
AUL, MINNESOTA 55104 EPHONE:(6t2)296-7641
i
i
84
08
0?
on:
Date nf Inspec
c -
-
Inspector: David D. ICeepers
Facility: 4larren P. Eustis House amer: h1ike Hannan, ?'gr.
Address: 720 B-l-ue?'xent*$ff-Read, Eagan, P4N 55121
C9-l? AZ
NFPA No. 101, Sec. 17-3.6.3, vthich states:
"Doors hetween guest rooms and corridors 'shall be self-closin9, and shall meet the
requirements of 17-3.6.2"
4. Within 60 days, the self-closing door to the second floor stairs in the main huilding
must be made to close upon activation of the fire alarm system, p4rsuant to:
'hflnn.'Stat'. Sec. 299f.011 (1974).
11 tiCAR Sec. ?..5103 -
Minnesota Uniform Fire Code (f'iUFC), Sec. 10.302(a), vrhich states:
, "(aj All sprinkler systems; fire hvdrant systems, standpipe systems, fire alarni sys-
tems, portable fire extinguishers; smoke and heat ventilatora, smoke-removal s,yst2ms
and other fire-protective or extinguishing systems or appliahces shall be maintained
in an operatiue.condition -._?.
5. Within 14 da.vs, furnace room 73 must be sprinklered-or-the door to this room made
self-closing, pursuant to: '
P4inn. Stat.,Sec. 299F.011 (1974).
.ll F•iCAR Sec. 1.5103 {
P1innesota Uniform Fire Code (M1UFC) Sec. 2.303, as amended by
11 MCAR sec. 1.5114
NFPA fdo. 101, Sec. 17-3.2.2, bvhich states:
"Every hazardous area shall be separated from other parts nf the huilding hy con-
struction having a fire resistance rating of at least 1 hoiar and cormnunicating op2n-
L. ings shall be protected by approved self-closing fire doors, or such zrea shall he
equipped >>rith automatic fire extinguishing system. Hazardous areas include, hut are
not limited to: Boiler and heater rooms, la.undr9es, repair shops, rooms or spaces
used far storage of combustihle supplies and aquipment in quantities deemed fiazardous
by the authority having iurisdiction."
6. !•lithin .l4 days, provide documentation indicating`tfidt sprinkler 5ystems in 5ot4
buildings have been tested in accordance with NFPA Standard #13, pursuant to:
Minn. Stat. Sec. 299F.011 (1974).
11IMCAR Sec. 1.5103
h1innesota Uniform Fire Code (MUFC), Sec. 1.0.301(e), which states:
"(e) All fire alarm systems, fire hydrant systems, fir?-extinguishing systems
(including automatic sprinklers), wet and dry standpipes, basement inlet pipes, and
other fire-protection systems and pertinents thereto shall meet the approval of ttie
state fire marshal as to installation and iocation znd shall be subject to such peri-
odic tests as required hy the state fire marshal. Plans and specifications shrll be
submitted to the state fire marshal for review and approval prior to issuance of a
building permit."
P506017-04 (11/81)
FIRE DEPARTMENT °agc 2
TATE OF MINNESOTA
MEaI
FP
FE
V
S ??EC>yv?% ??
' Fi le ^!o. : 001 n.p1.?{5
?
ART
70
UBUC
A
T
O7 O?0 0;2 -
.
1 SIONOF STATE FIRE MARSHAL
7rr
4
TY
E
Da'te of OrdePj -
04-23-Q?i
,AV
12
6 UNIVEPSI
NUE
$T. PAUL, MINNESOTA 55t04
TELEPHONE:(612)296-7641
Date
of inspection:
02-0$-8'1
,z:l? ,">j/ Inspector: David D. l:e--pers
Fac?lity: tJarren P. Eustis House Q•?ner: Mike Hannan, ia9r.
Address: 720 B?ae-?2nt?, ?-?c?a?•, Eagan, P?? 65121
(7? ..c.?-G ,? .
Failure to comply within time provided is a violation of the law.
..- ,•
UPON COMPLETION PLEASE NOTIFY TNE FIRE MARSHAL'S OFFICE IN l-!RITING.
If we can be of further assistance, olease feel free to contact the undersigned.
State Fi.re ;larshal 4les Werner
Sy State: Fire Inspector? l Telephone: (612) 274=5G37
David D. Kettstr s _
6DK:s15 ?
cc: Fire Department ,
Minnesota Department of Nealth
,• .. - .
P \i
oi?-oa (ii/ei) FIRE DEPARTMENT p"gP 3
?Q PNp MILEg t0
?o
r
O ?
a a
?
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,
d,??s'H
Dagny Christiansen
President
February 19, 1986
p???..DIO , 0 2
( ti "
Granville Center
Cashman Building
68 West Exchange Street
Saint Paul, Minnesota 55102
(612) 291-2800
Mr. Doug Reid
Fire Marshal
City of Eagan
3830 Pilot Knob Road
Eagan, Mlnnesota 55121
Re: Reconstruction of the Gate
Dear poug:
Jane Dickman Center
Team Center
The Exchange PrograM
Project Intercept
Warren Eustis Center
House at Warren Eustis Center.
ZaO ? J
(9`Yt?.??J l0-?
The Anderberg Company will have a scaffold in place on the west end of the
building for a couple of days to complete the west wall. This will partially
obstruct the driveway.
This is to inform you that we are aware that in the event of a fire emergency
at the main house during this period, it may become necessary to remove the
scaffold quickly. I concur with any action which may be needed to gain access
to the main house with emergency vehicles.
The scaffold will be removed by Friday, February 21.
Sincerely,
Michael Hannan
Director of Facilities
BLl1E GENTIAN ROAD
school ?
?
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Propezt}' A ddrees:. 720 Blue Gentian Road, Fagan, Minnesota
j 46 s g:fr.• :::::: :.:.:.:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:.
::? ::.:::: :...::: .:::.:. :....:. .:::..: ::...:: ?T? .::
.. :A: ...
:::.... ......
. . . 28s. sg ; -ft: E
..: :11•x•24: :43 x:29:::::: ::::::::::::::..: . .g. ...
.
.......
: 154' 'sq: :£t: : :812: sc : It: F1Jf2NliC? .
:.:.:.:.:.:.: .... '.. '.:.:.:....... .t.II...?.ID....E......nPA5...5..: : .A.
...... ................................... ................... ......
....... ..........
... .........:.......................... ....... ...
. .22•x •12. . : . . .y
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. . . . . . . . . ; 1y 130 641IA.$E FEE.Z+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.. ....?e? ....... ....... ....... ....... ....... ....... ...
BUILDIAJG SIZE: Scale: PORCFES & MISC. BLDGS.:
asement '
First Floor
Second Floor
Third Floor
Progerty A ddrese: 720 IIlue Gentian koad, Eagan, Minne.:ota
...:.... • • .... . . . _ .
..... ......... ... ......
............
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::::::: :3..:? :.:::
.:.:. .: .:.:.:.:.:.:.:. .:.:.:.:.:.:.;. .:.:.:.:.:.:.:. .:.:.:.:......... ................... .:.:.:.:.:;:.;. .:
SUILDING SIZE: Scale: PORCFES & MISC. BLf1GS.:
asement
First Floor_
Second Floor
Third Floor_
Rropert}' A ddress:. 720 Blue Gentian Road, Eagan, Minnesota
..:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:.:.:.:.:.:.:. .:.:. :.:.;.:. .:•:':i
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.. ....... ....... ..:.. p.8.. ...:.
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: . . . . : : : : : : : OOfEr j,• . . . . : : " : :
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BUILDING SIZE: Scale: PORCHES & MISC. BLDGS.:
asement
First Floor I
Second Floor ?
Third Floor ''
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........ ........ r... ............... .:.:......... :x.. .. .:.:.:.:.:.:.:. .:.....:...:.:. .:.:...:.:.:.:. .:.....:...:... ...:.:.:....... .....................................
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::.:::: ::: : ::::: ..::::: ::::::: :::::::
:::::': ::::::. ::::::: ::::::: ::.?::: ::::::: ::::::: :::::::
.....:........................................................................................ ..
REPORT OF IN9PECTION Inepeetioo Cootrwt
Lnspeetion Report
_..........
No. ..........
No. ...................
Confemd R'ith Bureau File
No . ............................
....................................
REPORT TO ......... WdLY'Ens EllrzC! ?,4 ,,,,,,,,,,,,,,,, gUILDINC OR LOCATION Md111HOll,$_e..............
BTREET...._............ 72_?....... B-3y?r+....r............ R aA .............. INBPECTOR.?...K...... j.QA.o.S.... rI.-.1Z
CITY k STATE ... E.d.Sd.A....... MN ............. ................... ............ ......... ........_....... ---- DATE...,J.llS12.... 14.. ..... 1.9.S.S............ .....
i. GENERAL Yes N.A.I No•
a. Ie t6e building occupied ecwrdina to inlurmetion fumiehed by owner or owver'e reprr
.
...X ..
...... 0 0 0 ? ?................., .
santntivei .. .. . . ....... .... .. .... .. .. .. .. .. . . .. .. ...... .. ... .... .. .. .. . . . .. .. .. ...... .
h. le oceupmcy eeme u previoue impection aoaording 1n i¢(ormation turniehed by owner or
............
... ?........
owner'e rePreeentetive! . . . . . . . . . . . . . : . . . "' . . . . . . . .. . . .. .. . . . . . .... . . . . . . . . . . . .. . . .... ...... .
}{
. ...
...... .................
c. ......................................
Are atl cYnteme in eerviceT. ......... ............. .....
.
d. Are dl fire protecGon eyeteme seme m leet impection acaordina to in[ormation iwaiehod by
s
?{
. ......................................
owner ar owner'e roPreeen[ative7 . ...... .. .. .. .. ...... .. .. . .. ... . .. . .... ...... .. .. ..... .....
.
..
X ......
? ? ? ? ?......__..........
e. Ie buildinB aomVletdY eDrinklered! . . ..................... ............... .... .. .. ...... .
...... ......
f. Are ell new sddi8one md buildivg changes properly protected sccurding to iuformntion fur-
X
.
...... ............_._......
..
tieEed bY owner or owuer'u repreeenUtive? .......................................... ... ......
.
Z{ ............
.
......... ,.._..........
.
`. le dl etock or eWrage VroVerIY below sDrinlder DiGin6? ................................._ ......
. ._.... ...... .....
..
h. R m property frce of firee mnce Inet inspection secordin6 to infarmstion furnie6ed by owner
x
........._.._...........___._...
or oaver'e rePreeeuLtive7 (E:Dlain mY fire on eevarau eLcet)......................... ..
.. .... _.....
i. In ereae ytotected by wet eyetem, doee t6e building avPe%r m be DroParlY 6eeted in aIl
erimeter sreee snd sre a11 e:terior opeainge prolected a6vnet
Wind sttica
i
l
di
, p
arcee,
nc
ng
u
envmct of wld eir? .............................................................. x .. ..... ........... .__.............. ..........
2. CONTROL VALVES (9ee BecUon 18)
?C
?
e. Are eDrin er eyetem msin eontrol valvee oVeo? . . . . . . . ... . . . .... ...... . . . .. .. . . .. .... ......
..
X ....... ...... .......
......
os
b. Are all other vdve, in proPer Pomtiont .................. ........................... .... .
......
X ......_............
...... *eg
00*9
e. Am all ODnLlOt IMlVES ID Bood OODd1Il00 !Od lBdOd Oi NDBiYIlCdT . . . . . . . ..... .. ........... ......
. ............... .•...
.... .. 9
3. WATER BIIPPLIES (9ee6ection 17) ? Ym N.A.i No'
s. Was s weter How teet made md reeulte mtie(scbry! . .. .. ... .. ....... . . . . .. ...... .. .. ... ...... ...... .. 04110*0......_............
4. TANKS, PUMPS, FIRE DEPT. CONNECTIONS
a. Are firo vumpe. gravitY ??. ?rvoirc md D??re fmke in good conAitiou md DroP
x k
erlY meintsinedt .................... ........... ............... ........ ............. ......
...... ..........................................
6. Are fire dept. eomectione in ntiefaebry aoodition, oouplingp fxee, cspe in place md eheck ?
vd.m tiBht! ........................................................ ............... ......}(...... .........................................
S. WET 3YSTEMS (Sce 8ection 13)
??.
e. 'Are crold-weather Vslvee ODen or eloeed m neceeeary7 .... ................... ........ .. ... ................ .........................
..........
b. Asve mti-freese rysteme been teeted aud le(t in asfiefxbrY cooditioul . ... ............... ................ ..........I?A.......................
e. Are slsrm valvm, water-9ow indicsWn md eetuds in mtisfeetor7 aouditianT . ............. ......X ...... ..........................................
6. DRY 6YSTEMS (8ae 9aetion 14)
NA
?.
............................
le dry vslve in serviee and in 6'?d aondition!....... .........................
.................................
NP
b. le sir Premure md Drimin6 aster levd normd?................................. .........................
................................
NA
c. G eir comPressor iu sood conditiont . .......................................... ........................
.................................
NA
d. Werc low poinb drsined durinC (sll md winter imPecCiom! . ............ ......... ......... ............. _
.................................
NA
e. Are QuickoDenine daviom in mrvioet ................................. ........ ........................
.................................
NA
f. Have dry vslvn 6een Saip tested mliefactorUY m reVViiedT . .... .................. ............._..........
.................................
KA
Q. Are drY valvas sdeauaWY Drotected from freedn[T . ............................. ............. ............
. ................................
NP.
6. Are vslve houee ead henter oondition wtiefxWryt ...................... ......... .......................... .......
...
......................
7. BPECIAL BY3TEM8 (9ee 6ecNon 18)
............
NA
.. wne vdvee ceecaa .. maui.ea? . . ............................................. ............
.................................
[1A
b. Were dl heat resWo4ve systeme tated sod reeulta mtidmWrY1 . .. ....... ........ ..........._............
.. ..........: ..................
MA
e. Were auPervisory f'aWrs /ated md raulte utisfecWry} ......... ....... ........ ........................
...... .........................
8. ALARMS
t. Are wster motor md [onL teet ufideatoryT ................. ....................... ....................... .._NA...................... ..
b. L deatric aIsrm taet wCid"brYT . .. . . . .. . . . .. .. . . . . . . . . .. .. .. .. .. . . . . .. . . . . . . . . . . .........x................................................
e. Ie wDerwo*Y aIvm eervite Last rtidaetor3'T . . . . . . . . .. .. . . . . . . .. . . . . . ... .. . ... ... . ..... ....................... .NA .........................
?
w
Y
N
?
W
?
N
m
? , ., .
9. SPR[NKLERS - PIPING Yee N.A.1 No•
a. m all eDrio en in W;a condition, not o6etrueted, snd froe of corrouou or loadin67... . ... ......... ..... . 00*__................
b. Arc a11 sprinlden leu thm SO Yesre oldT . . . . . . . .. .. .. .... ....... .... .. .. .. . . . . . .. . ... ...._X_..
................
.. 0*0*0
c. Are ertn eprintlen red'dY evvloble7 .. . .... .. . ... .... .. .. . ... .. . .. .. . . . .. . . . . .. . . . ... ........?.. 0 0 e.......... ... ......
d. . Is ooudition of piping, drein velvee, checl[ velvee, 6angere, vreesuro gsgea, open eprin-
klers, scrsinero mtiefsctnry? ............................ ......... .................... .......X.... ._ ? ? ? ? •. . ._....
.....
e. Have eprinklero been e6ecked (or Proper tempenWre retin87 . .. ... . . . .. .. . . .. .. .. .. .. ... ....... X....
... • ? ? ? ?.
f. Me Durteble fire ntinHUiehere in Haod eondition?.................... _................. .........._... _..........NA...._........_.......
g. le hmd 6ox on eprinlder e3'eteme eatinfaetorY? ... .. . . . . . . . . . . . . . . . . . . . . . . . . . NA..,.... _ _.. _........
*Ezplvn "No° anewerc in Item /19 1Nol Appliceble
..._....
10. Date DryaPatem PiPin¢ Imt e6ecked for doVVap . ........ .........
..................._........_...._............._..........._.._..........._...
ll. ?steDryaSetemPRDin6leetehxkedforDroPerDiteL ....................... ...._............_................................_.._............_.__..._...
12. Date DrY-Pice Vdve I.et triD tewted. .............. ...................................... ..........__......_.............._......_......._......_......__.........._.
......._......_.
13. Wet9Yeteme:No1 MslcemdModd?...... ......_ .......
......__..........._._.........._..............._....................._....................._..._.
.........
14. Dry BYeteme: No? Mnke ead ModdT ..............................
....................._.......................,......._................_.......__......_......_.......
15. SDecial SYetem: No? 7ype .................................... ................_....... ....._............_....................................._....__.........._.._..........................
Meke md Modd7 ............................... ....................... ................. ...... .........
...
.............._.............. Condition!......... ._.._...................... _....... _........
ODen Becured Cloecd 6iRne
16. CONTROL VALVES No! Type! Yee No Ym No Ym No Yn No Condition
City Comection Coutrol Vslve .... . . . ..................................................... .............................................................................................................
Tmk Control VAvee........... ......?..?.??.....?.Ll.t.??Lkl.dla.. ...X ......... .....X..... ........ .................................._.....GOOd............._.
PumD Conhol Velvm .. . .......... .. .. ................._......._.....,.................. ................................................................_......_................._........_......
.....................................
Bectionel Control Velvee .............................
.......................................
. . ....................................................
BYetem Coutml Vdvee .............. ...................................................................
..........................................
Tank system 450 gallon, operates at 45# with 1" test vavle open
40# start=up
17.
WATER-FLOR' TEST
Wster Premure?...... .. .(jQ..._....CITY ........... .............PSI TANK.......... 0............ PSI FIRE PUMP....1.15 ..P61
Wnter-Bow Teet!.... ........................................ ..................... ..............._ (If nane made, whYfl ........ ..._....... .... .........._....._..__........_....................
9iee Preeeure Flow Preeeure Sise Preeeure Flaw Preeeure
Test Rpe Locnted Tat Pipe Before Preeeure After Teet Piye Located Test Pipe Before Preaeure df4r
_.,At_..=isar.. ......1." ............ ....Z.Q..... . ......... 4.5..... .......'7. p.... ............................................................. ............................................._..............
18. Hen[ Reaponmve Devicee: Type? Type of ceet? .
Vdve No ....................A........B.. ...... C...... ..D.... ....E.... ....F........ Velve No................... .... A........ B.... ....C.. ...... D.... ....E...... ..F......
VdveNo ......... ............ ........ H.. ......C...... _D.... .... E.... .... F........ VdveNo............ ....... ... A........ 5........ C.. ...... D.... ....E_.... ..F.......
.
VdveNo ..................... ........H.. ...... C...... .. D.... ... .E.... .... F........ VdveNo._............... ... .A........ B..._...C.. ......D.... .... .,_. _F.._._.
VdveNo .................... A........B.. ...... C...... .. D.... .... E.... .... ........ VdvaNo.................. .... A.... ....5.... ...C.. .. ...D.... .. _E......
.
..F.......
Auxilisry WuiDment: No1 .............. .. TYDe!. ......... .......... . ................ . ........................ Laeatioo7... ....................... ....... . Tnt Reeulbi. ...........
19. EsDlmntion of eny "No" snewere
20. Recent e6mgee iu building oooupaney or 6re pmtectioo oQuiDment. NO[Le
21. Adjuetmen4 or oorrectione made. NOne
22. DamreWe improvemmta. NOI10
DUPLICATE TO: ._I.cS..._0.........5....Cl.ty.... Qf....EdQaA ................................._.
BTREET......._ .............................................._....................................................CITY k BTATE ......................... ....... ....... .........._.._._...._.___
*Ssplain ••Na" ms"n in Item 010
Tisure 2-7.1
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lmpection Aeport
NO. ........................
Conferred With
REPORT TO ....
REPORT OF INSPECTION
010 °?-
InepecGon Cantrsct
No. _....... _.._...... ......
Burasu File
No. ................ .... .....
SUILDING OA LOCATION...G.d.X.e....HQUS.4...........
?
INBPECTOR R K .IQnes J-129
STREET ............ _! !.?.u..._a?,iuc....,,v„ca.?..i.4.+.l._.._ ..._..:_....._.._..__.. .... .. ...... . .... .... .
"'___ __ .
•-_ _. . _
CITY _ ' '
k STATE ...F.3CJ.dR.n_..MN ..................................................._..............._.,........... DATE_.J-llR2.... .1.A.,.....L.9.$.rj........_..._..
1. GENERAL Yee N.A.2 No•
a. L the buildini meoPied accordiaH ainformecioo lumiehed by owner or owner'e repro- X
.....................................................................
ctstive?.. . . . . .
ee
... ..
...
. ? ? ? ? ? . . .... _..... . .....
......
A, k oecupaucy eame ee previoue impection aocatdina 1n information furnie6ed by owner or X
o?vner'ereGreamtativeT ............................................... ...... ........
a' • ? ? ? _ ..... ..............
?
c. Are ell sYeteme in service? . . ... . .. ....... . .. .. ........ . .. . ... .... ..... ........ ......... ..
... ...................
....... ? ? ? ?
d. Me all fire Drotection eyeteme esme ee last impeetioo aeaordinH to informetlon furniehed by
X
..
...
...
owuer or owner e reDreeanutive! . .. ..... .. _ .................. . . .. . . . . . .. .. ... . . . . . ... ....
..
X .................. ..._.........
.
.
...
e. Ia Euildin6 oomPletelY sPrinldered? . . ................ .. .. .. .. .. .. .. . . .... .... .. .. .. ..... ....
.. ....... ... ........
f. Are sil new edditione md building ehangee Droperly protected emwrdina w informatioo fur-
Yi
nie6ed bY ow¢er or owner e rePreee.ntativa7 ......... .............................. ....... .._
..
$
.
...... ................. _. ,...._..........
......
.
.
g. Ie sll stock or ntorage ProOerlY 6alow eprtnYler Dipiu67 .. .................................. ....
.. .............._....._...........
.._
.
6. Wes property frce of firee aince Ieet impectiov eccrording W informstiao (urnie6ed by oAner
X
or owoeie roPresenGtivel (EzDlnin mY fire on eeParate e6cet) ........................_ ...
..
._.__._....._.
...... ............. ......
i. In areae protected by weC ryefem, doee the building sppear W be proyerly hested in d1
yerimeter vem md ere aII uurior oyeninp protecled aesinst
nrem
indudin
blind stfios
,
.
6
entrance ot mld s'v? . . . ......... ....... .... .................... .. .. ... ................ ...x ..
_..........
...................................
2. CONTROL VALVES (See BecGon 18)
?
{
0
s. eprm er sYetem main oontrol valves oPen! . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . ..... ....
s
.. ....................
..... .
b. Are dl other vdvee in DroVer poauon? . . . .. ..... .. . . . . . ... . . . . . . .. . . . . . . . . . . . . . . . . . . _.. ....}.C.. ....... 00*00 ....................
e. Are a11 mntrol vdves iu good aoodition aud sealed or suPervisedT . . . . . . . ... .. .... .. .. ...... ....X. ....... ooeee ....................
3. WATER 6IIPPLIES (Bce Beetioo 17) , Yea N.A.2 No-
&. Wee s weter flow teet made md resWb estietactory! ................ .. ....................... ......... ?* 40 9 0.._............._..
4. TANKS, PUMPS, F]RE DEPT. CONNECTIONS
t. Art fire pumPo, 6rsvity tmke, reeervoira "d prcmurc lmke in Qood eondiMOn md DroP X
eAY mainhinedf ...................... .. .. .. ...... .. .... ...... .. .. ................ ................. ..........................................
b. Are fire dept. eomections in es[iefnetory ooodition, couplinrts froe, enp in plsce md check
X I
valvee tiehtt ................. ..... ...... .... ........ .... .......................... .....
........ ..........................................
B. WET SY3TEM5 (See 8ectioa 13)
Nli
a. . Are cold-weathtt vslvee oceu or cloead m neceeearYt .. ...... .... ....... ................ ................. ...........................
.......
b. Heve mti-[reese t5'eWme bceo teeted md le(t in utiefeetorY ooodition! . ... ........ ......
i
! .................
? .......NA.......................
....
c. . ..... .......
on
An sIsrm vdvee, wster-9ow indicetan and rtcsrdm in mtielxtorT aondit ......
....... ............................_............
e. DRY BY6TEMS (8ae Beetioo 14)
. .
a L dry vslve in serv?ca snd in [o0d aondi4oni . .............. ..... .. ..... .... .... . . ....
" ................. ....... ............................
NA
b. v Prdewe md Drimini wster lavel normdt . ... ................. ..................
6 a
' ................. ......._....._............
.......
c. v eomvreesor in iood mndidon! . ................ .... ......... ... ................
In . ................. _.....NA............................
d. Wero low poinb drained durin¢ fsll ?nd winter im7?tiom! . . . . . . . . .. .. .. .. ........ .. .. ................. ......................_..................
NA
e. Ax 4uickoDeuine devioea in wrvioe? . . . ....................... . .... ................ ................. ............................
.......
I.
. . . . . . . . . . . . . . . .
Hsve drY vdvee baen EriP teeted mtideotorilY m 'e9uired? . .... .. .. .. ..
................. ?.FA............................
.......
Q. Are dr9 vdvee sde9ue41Y Protected from frearine? . ....... .. .. ........................ ................ .......NA ............................
h. Axe vdve 6ouee and hester muditiov ..tisr.ewrrt . . . .. . . . . . . . . . . .. . . . . . ... . . .... . . . . .. ................
.........
........NA...................
7. 9PECIAL BY6TEM6 (3ee 6ectioo 18)
NA
a. Were vdvea teeted m rWUirad! .. ................................................... ................ .................._........
........
NA
b. Wero ell 6est roVonuve ryetema teeted md rasulte mtiefsator5'? .. ................ ...... .............. ............................
.......
NpA
a. Were euDsrvieozy lesWree teeted and reeWL rtielwbrT? . ............... ........ ...... ................ ............_..............
........
8. ALARMB NA
a- A+a wster mator md [on3 teet mtiefsctor3'1 . . . . ..... ... .... . ... .. . . . .. .. .. .. . . .. . ... ......X ...... ...........................................
b. G dectric dsrm teet ?stiel?cWry? . ......... ......................................... ................ ...........................................
NA
C. L NpBfVilOrY aIYO Mrv1m f.GlC YLIlflOtOTYT . .. . . .. . •• •• ••••.••• •••• .. . ... . . . ..... . ......... .......
. ...........................
.......
..
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9. BPRINKLERS - P[PINC }'es F.A.! No•
s.
re eprin ero ?n wndition, not obstructed. end Iree o( wrroeion or loedine?. ... ..
-73
......._ ....
.. ?0 * 9?-....... ......
b. Are all evrioklera leee thm SO Yesrc oldi ... . . .. ...... ......................... ....... .....__
X ? 0000 ...._..._..._
a Are exLre eprinlclen rosd'dY avsileble! ........ ............................... .......... ........
._
._
_. ?41???.........
d. le condilion o( piping. drain vdvea, chacic vdvee, hangere. Dreasure gsgee, open eprin-
X
klere. etreinerc estiafuWr3'i ........................................ .......... ....... ........
.., ... ? 0 ........... ...
e. Have eGrinklers been checked (or DroPer temPerature rsfina? .................... ........ ....._.X... .. ?????-......__........
L Are PorLnAle fire e:tioauinhera in Rood oanditioni ....................................... ...............
.... . ........._. _...,......
.......
g. [e heod hose on ePrinkler nYateme eslietsctoryi _ ................ .. .... ._ ._._... .. .. .. ... ........._.... ........
_...
'E:plain "No" snewere in Item 019 tNot Applicable
10. Dsce Dp'<SStem PiVin6lset ehecked for aWDPKe . ...... .......... ..........
........................,__..__..........
...... .......... .......... .._...... __......... ._..........
Il. DsceDrSbYecemPiPinBlmte6ecked(orPmDerCitch ............... ....... _...._....._._............. ...... ...................................._......_.._.._....._.........
12. Dste Dry-Dice Valve Imt triD tasted . ............. ............... .......... _._.......
...._...._................_..__........................................
............. .._..............
13. Wet Syeteme: No? 1 Mske aud Model? ................ _.......... _._.......
......_..._..........._..__.._._....................._........
............... ._...................
11. Dq' 9Yeteme: No? Meke md Moda11........_.._ .......................... .............__................................._................................................_......
...
15. 3Deciel3Yetem:No? TYce.._........ ..............................................
......................................._..........._......_..__....__... ........
Make nnd Model?............ _........... ......... .................................... ...... ._..._ __......_._........_....Condition!.......................... ............................. .._.
Opan Secured Cloeed Signe
16. CONTROL VALVES No! Type? Yee No Ym No Yee No Ym No Conditioo
_....._...
(.titY Comection Control Valve .............................. ..................
............__........._..._..........._.._..........._........__......_..................__....
. . . . . ...................................................
Tmk ConLrol Velvee............ .
.
rumv cootrol vaiv?........ .........._1i.:'..B.uttar.6a11. ..X._._......X ...._.._ .................._..........................Good..__.......
SetGOnel Control Vnlvee ............... ................ .................... .._....... ,.._
............................................_......._................
....... ........ ........ ............
SYe4m Control VaIves . ................................................................... ............................................................_..............................................
This system has'a pump off of a well; will operate at 65# with
?" Inspector's test valve open.
17. WATER-FLOW TEST
WaterPreeeureT_......6.10 .......... CITY..... ..................PSI TANIi......_.............._ PSI FIRE PUMP...... _1_.??...r?........P81
Water-9oa• Test?.......g.p.od (I( none made. whY?)
........_..........._....
_...........
..........._.
........._.........._..
Sise Preeewe Flow Preeaure Size Preeaure Flow Preeeurt
Teet Pipe I.ocsted Teet Pipe Before Preeeure Atter Tent Ape Located Teet Pipe Be(ore Premure After
1."....a.t....r.a.s.ez.... l.:'............Z.5...........2.0......... ... 7.5 .................. ......................... ....
.......
............. .....................
_.............
............ ............
18. Hen[ Reeyooeive Devicee: Type! Type of teett .
VdveNo ............ ........ A........ B........C........D....... . .... ....F._._.. ValveNo....... ... ........ ....A........B........C.. ......D.... .... E........F......
'VslveNo ........ ........... .A........B........ C._.....D....... . E....... .F..... .. VelveNo..._.. ................ A........ ........ C.. ..._.D.... ....E........F...._..
VelveNo ..................... A........ B........C..._..D__... .E........ F........ VelveNo...._. ................ A._.....B........ C.. .... ..D.._ ....E_..F........
Va1.eNo..... ....... ._..... A....._.B........ C........ D....... . E.... .... F......_ VAveNo ....... ............ ....A........B........C.. ...... D....
....
....E....... ....
Audia*YnOuipment: Aio? .............._TYVe'-........_... ...._............................___........I.oention!..._................_.......... .TeatReevlfat............
19. EzDlmation of eny "No" snewere.
20. Recenl chmgee in buiiding occupmcY or 6" DroteeLiou epuipment. NOl]C
21. Adjuetmeote or oortectiona made. NOC12
22. Demreble improvemente. NOI12
DUPLICATE TO: I.....S.n.O....... &.._.C..a..C.$._.0.f . ... Fi.d.QdI1......................... ............ ..
STREET .... k 6T ATE .... ............ ............... ..... ........ ........... ....._....._
*Bspldn "No" aaewen io Ibm 019
Ysure 24.1
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1335 ?U. ?/.wL eYy/?ay 86
&. Pd.l, Mwog. 55ff3
p4....- 6I2-636-4600
Re: Ames Estate Sewage Disposal System
Eagan, Mn.
File No. 49118
Dear Sir:
orm C. 8oncevoo, P.E.
Ra6ert W. Rosex<, P.6.
lonph C. Ando(tk. P.E.
Brad7ord A. Lem6erg, P.E.
RltFVd E. Tumer. P.E.
James C. OLron. P.E.
G7enn R. Cook. P.E.
Kelp A. Cordon. P.E.
Thomai E. Noyes. P.P.
Ri[hard W. Foaler. P.E.
Ro6e.t G. ScFunichL P.E.
Ma,vin L. Sorvafa. P.E.
Donaid C. Buraardt, P.E.
lerry A. Bovrdan, P.E.
Mwk A. Xonson, P.E.
Slevrn M. QuNcey
C7wrlei A. ErlcWOn
Leo M. Pawelsky
Horlan M. OUon
Davld E. Olton
Enclosed herewith is another copy of the plans and specificationa for the Ames
Estate on-site sewage disposal system.
This septic tank system is currently being constructed by Wenzel Plumbing and
Heating for Grandville House, Inc. In reviewing the project on the site with
Mr. Wayne Wenzel it appears that all of the system is being installed basical-
ly as shown on the plan with the exception that rectangular precast concrete
septic tanks are being used instead of the round tanks and some minor reloca-
tions of pipe alignment have been made. Also, the septic tank effluent pump-
ing station will be contained in a concrete structure rather that the steel
tank shown on plate No. 5-30. Due to the concrete tank layout, the gate valve
shown on each effluent discharge line is being replaced by a check valve which
will simplify the operation when one of the submersible sewage pumps ia re-
moved for servicing. Upon completian of construction, Mr. Wenzel will provide
a marked up drawing showing the changes in alignment of the underground lines
so that an as-built plan can be prepared.
If you have any questions concerning thia project, please call.
Yours very truly,
SONESTR00, ROSENE, ANDERLIK & ASSOCIATES, INC.
Robert W. Roaene
RWR:li
Encl.
cc: Tom Colbert
r
1684a
Mr. Dale Peterson, Bldg. Insp. CVP
City of Eagan
3795 Pilot Knob Road
Eagan, Mn. 55122
??i`:.' . .,. ? a i ' ; ? 1.-? ? ,fi y. ? •WC ?`''"?
' . ' . . i ?n .+ Y. .
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.-..----"i' r?
?S.. ? ;a??'?•? '? .
??t ? ?!?:?rf y? •$Y, ? ? i. s ? ? ...1 ?"?'t £i?, ??ui_`? °':. ?`?.x.. ?
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?'.?r'
? BONESTROO, ROSEN'E; ANDERLIK &i ASSOO??;I1??T
yk . . . S ?? ?S".L)S .
CO"NS'ULT-I?NC EN•GINEERS ?
? -S'F: PAUL. MINN.
7?
7?Si , f ?r ?S?
. . . . . . . ,.JXi' .. . '??41 ?ZrY' ?;? _
' AMI:S ESTATE
ON STTE SEWAGE DISPOSAL SYSTHM
' EAGAN, MINNESOTA
I N D E X
,
Index
, Proposal
Special Pravisions
' 19,000. Electrical - Specific & General Requirements
24,050. Septic Tank & Drain Field - Specific and General
Requirements
, 24,060. Effluent Pumping Statlon and Force Main -
Specific Requirements
' General Requirements
24,070, Surface Restaration - Specific & General Requirements
, Conditiona of the Contract
Soil Baringa
' Plate 1 Effluent Punping Station
' I hereby certify that thie plan and specification
was prepared by me or under my direct superviaion
' and that I am a duly Regiatered Profeasional Engi-
neer under the lawe of the State of MinnesoYa.
' Robert W. Rosene
Date September 25, 1978 Reg,No, 3488
'
C
I
'
PROPOSAL FOR
ON-SITE SEWAGE DISPOSAL SYSTEM
AMES ESTATE
EAGAN, MINNESOTA
OPENING TIME
OPEhING DATE
R.E.S.
c/o Parranto Srothers
1202 Conmierce Street
St. Paul, Minnesota 55101
Gentlemen:
The undersigned, being familiar with the local conditions, having made the field
inspections and investigations deemed'necessary, having studied the plans and
apecifications for the work and being familiar with all factors relating to this
work hereby proposea to furnish all labor, tools, materials, skills, equipment
and all else neceasary to completely construct the project in accordance with the
plans and specifications on file in'your office.
PART 1- Electrical construction required as per plans and
specifications for the LUMP SUM of:
DOLLARS CENTS-LUMP SUM-$
PART 2- Plumbing construction as per plans and specifications
for Che LUMP SUM of:
DOLLARS CENTS-LUMP SUM-$
' Accompanying thia 6id is a certified check in the amount of
as requested by the Owner and made payable to R.E.S.
c/o Parranto Sros. and the same is subject to furfeiture for failure by the under-
' signed to enter into a contract within fifteen (15) daya after the contract is
offered to me/us.
' In submitting the bid, it is understood that the Owner retains the right to reject
any and all bids, to waive irregularities and to award the contract to the beat
interests of the Owner.
'
I
'
P-1
'
In submitting this bid it is understood that payment for this project will be
made hy cash or check.
Respectfully submitted,
(A Corporation)
(An Individual)
Name of Bidder (A Partnerahip)
Titl
printed Name of Signer
Address
Telephone No.
P-Z
'
i SPEC7AL PROVISIONS
' 1. GENERAL: This specification covers the construction of two on-site
sewage diaposal systems on the Ames Estate in Eagan Minnesota.
, One system, for the'Gate House, includes the inatallation of one 1000 gallon
septic tank and 100 lineal feet of 3' wide drain field trench together with
miscellaneous plimmbing required to connect the system to the dxainage system
in the house.
t The other system, for the Main Houae, includea the inatallation of three 1200
gallon septic tanks in seriea, a septic tank effluent duplex pumping station
t and 500 lineal feet of 3' wide drain ffeld trench together with miacellaneous
related electrical and plumnbing work required to connect the pumping stationa
to the electrical system and the septic tanks to the drainage system of the house.
' The Contractor shall provide surface restoration of all surface areas disturbed
by his construction.
? 2. IACATION: The Ames Estate is located approximately one half mile east of
TN 49 on the south side of Blne Gentian Road in Section 1 of the City of Eagan.
? 3. COHPLETION TIME: It is intended that the Contractar shall start as soon as
posaible after award of contract and shall complete it by freezeup but no later
than December 15, 1978 in any event.
? 4. OWNSR: R.E.S. c/o Parranto Bros. 1202 commerce St., St. Paul, 55101 is
designated as the Owner. One lanp sinn payment will be made on each contract
of this project at the completion and acceptance of each contract.
' S. gERMITS: 1he Contractor shall obtain all permits required from City and pay
all arrangements for the necessary inspections and will be responsible for com-
? pliance with all applicable City and State codes or requirements.
6. SOIL CONDITIONS AAID AREA INSPECTION: Each Bidder shall visit the site to
familiarize himself with the condition of the Site and buildings. He shall
' verify to his awn satiafacCion the site conditions, soils infoxmation, water
ta61e and location of utilities. IIuried water linea are known to exist in the
yards where drain fields are to be installed. However, the exact location and
, extent of the water lines is not known.
For the Gate House disposal system, one water main crosaes the yard to sezve
' the Library on the adjacent property. Care shall be taken to protect from
harm this water main.
For the Main House disposal system, underground water lines to sprinkler heada
' encountered for the installation of either Che Septic Tanka or the drainfield
ahall be either cut off and properly capped or protected from damage and left
in place, at the Contractor's option. Main feeder line serving other areas
' shall be protected from damage and, if damaged, shall be repaired.
Soil boring report in these specifications prwides so11s information for the
' convenience of the Contractor. Information shown is not guaranteed to be repre-
sentative of the site and shall be used by the Contractor at his own risk.
? SP-1
1
'
7. AWAItD OF CONfRACTS: 1k•o contracts will be awarded. One for the electrical
' work iirvolaed and one for all of the rest of the work, The Owner expecta to
award the contract hased upon the lowest acceptable bid for each part of the 'r
project. The Owner reserves the right to waive irregularities and to award
' each contract to the best interests of the Owner.
8. SAFSTY REOUIREM6NfS: The Conxractor ie responsible for strict adherence or
, compliance with all local, State and Federal safety requirementa which shall in-
clude all OSHA requirements.
9. OPERATION APID MAINTENANCE AtAPPUAL: The Contractor shall fnrniah two (2) copies
, of the complete operation and maintenance manuals for the duplex effluent piaaping
station. The manuals shall be delivered to the Engineer prior to startup of the
equipment.
? 10, PRE-CONSTAUCTION CONFEIZ6NCE: prior to start of conatruction, the Contractor
shall meet with the Engineer and the Owner to review the plans and specifications
, and the proposed schedule for completion of the project. Prior to this conference,
[he Contractor shall pronide the Engineer with a list of all sub-contractors and
material suppliera.
' 11. CLEANOP: Upon completion of the project, the Gontractar shall remove all
meterial and debris from the site and 2eave it in a clean condition acceptable
to the Owner.
' 12, MODIFICATIONS TO CONDITIONS OF CONTRACT:
A. Bid Secvrity ahall be a cerCified check in the amount of $200 or a SY
, bid bond.
B. No perfozmance or payment bond is required.
C. Insurance limits shall be modified to require the follawing insurance.
(a) Workman's Canpensation and Hnp2oyer's Liability as required by the
' State of Minnesota.
(b) Public tiability, Personal Injury and Property Damage
1., Injury to one person -$200,000
, 2. Injury to more than one person in a single accident -$200,000
3. Property Damage - $100,000
(c) Automobile and Truck Public Liability, Personal Injury and Property
Damage including Owned and Non-Owned Vehicles.
' Injury or death of one person -$200,000
Injury to moxe than one person ia a single accident -$200,000
Property Damage - $100,000
'
I
'
'
, SP-2
19000. EIECTRICAL
Specific Renuirements
? 19000,0 GENERAL: All sections of the Genexal Requirements shall apply unless
specifically altered or modified herein on the plan sheets.
? The electrical contractor ia advised to read the entire specification, parti-
cularly Section 24,060 Effluettt Pumping StaCion,
, 19000.1 SUMMARY OF WORK: The work to be done ander this specification includes
all labor, material, equipment and services required to connect the power and
control systems of the e£fluent pumping statian to the existing power supply itt the
? north west corner of the Main House.
19000.2 INSPECTION OF 5ITE: Before submitting a proposal on the work contem-
, plated in this specification, each bidder shall examine the site and check as to
the location of service, size of service and means of making connections. He
shall familiarize himselt with all existing conditions and limitations,
? 19,000,3 MATERIAL AAID WORKMANSHIP APID CODES: All material and workmanship shall
be of the best throughout. All exposed equipment, conduit, plate, panela etc.
shall be installed square and true with building construction.
? Provide and install necessary circuit breakers in spare spaces inside of Main
House service panel box. Install all ineide wiring in metal conduit. All
1 outside wiring roay be in conduit or direct buxial wire. Sury wire or conduit with
not less than 12" of cwer.
Neatly drill and patch hole through basement wall required for electric service.
? This contractor shall camply with all ordinances, laws, regulations and the
National Electric, State and Local codes,
? 19000.7 RACEWAY SYSTEMS: Electric metallic tubing ahall be hot dipped galvan-
ized steel, Coupling and connectors shall be threadless type compression gland
? and threaded outer nut or set screw type.
19000.8 COPIDIICTORS: All conductors shall be insvlated with type TH or THIiN,
except that wire #6 gauge and larger shall have THW insulation. Minimum wise
' size eha11 be No. 12. When direct burial cable is to be installed the con-
ductor shall be type "RR" and pressure connectors for branch circuits if used
ehall be Minnesota Mining "Scotch Loc" or equal.
, 19000.9 BOXES: Boxes shall be galvanized ateel knockout type not leas than
4 inch size. Sectional switch 6oxes are not apprwed and shall noC be used.
? HeiQhts of Outlets: Outlets in walls shall be at the following height
unless otherwise indicated. Height given from finished floor to centerline
of box.
? Switches 41-0"
Receptacles 18"
? 19,OU0-1
19000.10 WIRING DEVICES: At each switch outlet install an AC "quiet" toggle
switch, 15 ampere capacity Sierra #5711 series or equal.
Each convenience receptacle ahall be 15 ampere, 3 wire grounding type Sierra
#1804 series or equal. Receptacles marked WP shall have weatherproof covers,
vandal reaistant type.
19000.11 PANELBOARDS Aldl CABINETS: Provide connections to existing panelboards
, and cabinets. Label ail connections for proper identification of all circuits.
19,000-2
t.. -
?I 19,000. ELECTRICAL
General Requirements
19,000.1. SCOPE OF WOBK: (A) The work to be done under this section'includes the
furnishing of all lahor, materials, equipment and services necessary for the proper
completion of all electrical work as shown on the drawings and as specified here-
inafter. In general, this consists of wiring for light and power, installation of
conduit for miscellaneous electrical systems and installation of lighting fixtures
and any other equipment as hereinafter specified. Electrical work ahall be complete
with all wiring, conduit, fittings, equipment and connections as specified or re-
quired.
(B) The omission of express reference to any parts necessary for or reasonably
incidental to a complete installation shall not be construed as releasing the Con-
tractor from furnishing such parts.
19,000.2. INSPECTION OF SITE: Before su6mitting a proposal on the work contem-
plated in this specification and accompanying drawinge, each bidder ahall examine
the site and check as to the means of making connections to services and shall
familiarize himself with all the existing conditions =nd limitations. No extras
will be allowed because of the Contractor's misunderstanding as to the amount of
work involved or his lacic of knowledge of any site conditions tohich may affect his
work. Any apparent variance of the plan or specification from the existing con-
ditions at the site shall be called to the attention of the Engineer.
19,000.3. MATERIAL & WORKMANSHIP: All material and workmanship must be of the best
throughout. F.11 material and equipment must be new and must be adequately protected
from damage and dirt at all times. The Engineer reserves the right to reject any
material or workmanship not in accordance with the specifications, either before or
after installation. This Contractor will be held responsible for any and all de- ..
fects in the material and worlcmanship as provided in the General Conditions of the
Contract. All such defects muse be repaired or defective material replaced by the
Cantractor at no expense to the Otaner. All exposed equipment, conduiC, plates,
panels, cabinets, etc., shall be installed square and true with building conatruc-
tion.
19,000.4. PERMiTS & CODES: (A) This Contractor shall obtain and pay for all
licenses and permits aad shall pay ior all fees and charges for the connection
to outside services, and use of property other than the site of the work for
storage of materials or other purposes.
(A) This Contracto: shall conply with all current ordinances, laws, regu-
lations and codes applicable to the work involved. This doec not relieve the
Contractor from furnishing and instal?ing work shown or specified which may be
beyond the requirements of such ordinances, laws, regulations and codes.
(C) Regular inspections sha11 be requested by Contractor as required by any
and all regulations. All charges Eor the inspections by regulating agencies of
installations or plans and specifications shall be paid by the Contractor.
1 2/76 19,000-1
19,000.5. INSTALLATION NlETHODS: The methods used for the installation of
electrical system and equipment shall conform to the National Electric Contractors'
Association (NECA) published "SCandard of Installation" except where specifically
specified or shown otherwise.
19,000.6. CUTTING & PATCHING: This Contractor shall perform all cutting and
patching necessary in order to perform his work. However, special permission
shall be obtained from the Engineer before cutting structural members or finished
material. All patching shall be performed in such manner as to leave no visible
trace and to return the part affected to the condition of undisturbed work.
Patching work shall be performed by men exverienced, skilled and licensed for the
particular type of work involved. Inferior worl: will not be accepted.
19,000.7. RACEWAY SYSTEMS: (A) Unless specifically noted or specified otherwise,
all wiring shall be installed in enclosed steel raceiaay systems. Raceways shall
be eized in accordance with code for the conductors indicated. Where space will
not permit the installation of one conduit of sufficient size to contain the con-
ductors required, two or more conduits shall be provided. Raceway systems shall
ba complete with all fittings and accessories to malce the system complete. The
;aceway systems shall be complete from outlet to outlet, and to cabinets and
junction boxes and shall enter and be secured to boxes and cabinets in such a
manner that the system shall be electrically continuous from poiat of origin to
all outlets.
(B) Unless specifically noted or otherwise specified, all raceways shall
' be installed concealed. Any raceways which are installed exposed shall be run
parallel to the lines of the buildLng. All bends in exposed raceways shall be
at right angles.
(C) Pullboxes shall be installed in raceiaay runs when necessary to facilitate
the pulling of wires. Pullboxes shall be located so as to be accessible after the..
building is completed. Pullboxes shall not be placed in finished spaces without.
special permission.
(D) Raceways are not to be installed on heating equipment, pumps, or other
such equipment except where necessary to raalce connection to electrical devices
which is part of or mounted on such equipment. Idhere racexoays must be run on
equipment, care shall be talcen not to cover access door.s, controls, removable
panels, etc., or otherwise hinder the normal maintenance and repairs of equipment.
(E) Raceways shall Ue installed in accord with the•NECA Standard of
Installation.
(F) Rigid Metal Conduit shall be hot dipped galvanized steel. Rigid metal
conduit shall be used for a11 racecaays for which no other type is specified or
shown. Conduit joints shall Ue cut square, threaded, reamed smooth and drawn up
tight. Bends or offsets shall be made with seandard ells, field bends made with
an approved Uender or hiclcey, or hub type conduit fitting. Conduit ends shall be
capped during construction. Conduits shall be terninated at cabinets and boxes
with loclcmits and bushings. On all conduits 1 1/4" and larger insulating.bushings
shall be installed. Threadless connectors or couplings shall not Ue used without
specific approval.
2176 19,000-2
?
? (G) Electrical bfetallic Tubing shall be hot dipped galvanized steel. EMT
, may be used in dry locations above grade, in slabs not in contact with the ground,
and,elsewhere inside buildings in non-corrosive atmospheres. Couplings and
conttectors for EP1T shall be threadless type, concrete tight with compression glattd
and threaded outer nut, or set screw type. All EriT fittings shall be malleable
I steel, Cast type fittings are not acceptable. ,
(ti) Flexible Metal Coaduit shall Ue used for connecCions to appliances,
, motors and motor driven equipment. Flexible mecal conduit shall be "seal tight."
Fle::ible conduiC connections shall not be less than 12 iaches nor more than 18
inches in length.
, (I) Wireways are to be provided where shooin or notad and in equipment
spaces where electrical equipment is grouped. idixecrays shall be of standard
manufacture, approved steel troughs without l:nockouts and with hinged cover.
' [direcray system shall be complete caith all fittiags, connectors and acceseories
Eor a complete system. Wireways shall Ue sized itt accord with code for the
number of conductors eo be installeci, but shall Uc not lees than 16 square inch
? area, or shall be as noted. 4lireways shall be coated with a rust inhibitor and
finished t,rith baked enaniel. Ylireways installed outdoors or othet similar corro-
sive atmosphere, shall 6e approved for such use.
' 19,000.^u. CONDUCTOP.S: (A) All conductors shall be insulated with type TW or
THHN insu2ation, ercept that wires ;f2 gau.-e and larger shall have THW insula[ion
and e;;cept where specified or ehown othenaise. All wire larger than #0 shall be
? otranded, Unless othenoiac noted or specified, insulation shall be rated 600
volts. Conductors which cri11 Ue buried directly in earth shall be style PS. with
neoprene or equal jacket.
. (B) All joints in CDhdUCtOYS shall be made in outlet or pullboxes „ except
wherc othercaise noted. Joints shall be made by cleaning, soldering and taping
, with U.L. approved electrical tape, Scoth ii33 or ,'r'18, Slip-not, or equal, or by
the use of U.L. approved pres,ure conr.ectorc. Pressure connectors for branch
lighting or appliance cizcuite, if used, shall be the type which contains or con-
sists of a spring which will provide a continuous pre,cure on the joint under all
? conditions, and shall be rlinnesota h[iniug 'Scotch Lok', Ideal 'Wing-nuts,'
Buchar.an 'B Cap,' or equwl,
' ,7oints in conductors of #6 size and larger shall be made with bolted
connectors, Burndy, T. & B., or equnl. Bolted connectare shall be "Eilled" with
insulation putty "Scotchfil", P1yLiouth Rubber, or equal, beEore taping.
1 Joints in conductors huried directly in earCh sha11 be insulated with a
themosetting resin.
, (C) Minimum conductor size shall be No. 12 unlesc elsewhere noted or
cpecified otherwise. 4lhere no conductor size is given the minimum size shall
be uced. Conductors of size other than minimum size are to be noted.
` (D) Foz connections to fir.l'ures and equipment vhich require conductors
insulateJ higher than 60 degrees C., the contractor shall provide conducturs
?
19,000-3
? '?; 76
having insulation rated 90 degrees C., 600 volt or higher, or as required to
conform to local regulations.
(E) Conductor sizes given in specification and on drawinga are based on
copper. IE aluminum is used, *_he Contracto: shall provide aluminum conductors
of equal or greater current carrying capacity. The Contractor shall also make
required modifications in conduit sizes to accommodate aluminum conductors. All
conductors are used and a non-o:cidizing agent is to be used for all terminations
of aluminum conductors. Alumi.num may be used for conducCOrs #3 AWG and larger.
19,000.9. OIITLET DOXES & FITTINGS; (A) Outlet boxes and fittings shall be
compatible with the type of conduit used.
(1) Where standard weight steel conduit is used boxes shall be
cadmium plated or galvanized cast iron or equal with integral threaded hubs.
(2) Where ,tandard weight aluminum conduit is used, boxes shall,be
coppcr iree casY aluminum eiith integral threaded hubs.
(3) Where steel tubing is used bo;;es shall be galvanized steel of the
knockout typc.
(B) A11 boxes shall be of the 4 inch size or larger, except that for exposed
cvorlc Type FS or FD boxes shall Ue used for devices. For coaceuled caork, boxes in
wall made oE tile, brick, concrete block or other masonY'y T.ahieh will not be covered
with plaster or ottier finish, shall be 4 inch sc;uare having one or two devices
raised cover. E::tension in cover shall noe be le5s than 1 inch and shall have
straight sides equal to 5tce1 City f52C49 or #52C52, r.aco, or equal, Where more
than two gangs are required or c•rhere the thickneas of masonry t•n_11 not allow the
use of a 4 inch box wit(i 1 inch raised cover, 3 3/4 inch long masonry boses
Steel City ,fG4J series, Raco, or equal, shall be used. In no case shall sectional
switch bo :es be used.
(C) [dhere 3pecial equipnent or devices are to be installed in outlet
, boxec, the Glectrical Contractor shall obtain information fron manufacturers
of such equipnent or devices to determine size box rciuired.
, (D) Conduit fittin.-s shall be of the same material as the conduit being
used.
, 19,000.10, tdIRID;G Dii`VICCS: (A) Furnish and install wiring devices in all out-
lets requiring same. Deviccs shall be "Specification" grade as evidenced by the
catalog numbere given below. Devices shall be rated for the voltage ak which
tticy wi.ll operate. A11 deviccs shall be UL approved, and all devices except
, where noted othenaise shall Ue of one manufacture. Switches and receptacles
shall he conctructed to conform to p7EMA Standards No. ilDl-2 and No. WD1-3
respectively,
? (B) Each switch outlet shall be equipped caith an AC "QuieN" toogle switch
of 15 ampere capacity. Switches shall Se S1aYer #710 Series, Sierra #5711 Series,
or equal,
,
2/76 19,000-4
?'_
r
?. (C) Each convenience receptacle outlet shall be equipped with a 15 amp
duplex plug receptacle except where oCherwise noted. Ilecaptacles shall ba
2 wire grounding type PIEMA flo. 5-15R, Slater #5262 series, Sierra k804 Series,
qr equal.
? (D) Each weatherproof receptacle shall be equipped with o hinged Weapher-
rnof cover and shall be Slater?15262 receptacla with #3710-L Flate, Sierra 1404
, ?PD, or equal.
(E) Where indicated or speci£ied, special purpose devices shall be lnstalled.
' Refe; to symbol sheet for descri,ption of special purpose devices. Provide a cap
for each special purpose device,
(P) Flush mounted devices shall be equipped with US Cppe 302 satin stain-
' lpss steel flush plates unless qtherwi3e noted. E::posed part3 oE devices shall
be gray. Plates shall be S'{erra, Slater, on equal,
' 19,000.11. SAFLTft SWITCHES: Furnish and install eqplosed safeCy switchea where
shown on Che drawings or otherwise required by Chese specifications or by code.
Safaty switches shall be equipped with cartridge fuses unless otherwise qoted.
, ucuitches shall be Heavy Duty Type, Wi[h NEMA Type 1 enclqaure enless atherWise
noted.
],9,000.12. FUSES: Provide fusea :n all fusible units cpecified pr nqted, Pcaes
shall be non-renewable. Pue>p rating shall be as notgd. Where size is not given
£uoe rating shall be as required by code Co pr.otect conductors and/or equipmenk
which they serve. Fused : pole ci.cuits 30 ampere und leas shall have glue fusea,
All other fuses shall be cartridge type. Fuses shall be Buss as followa:
CartridQe Fuses
601 to 6000 Ampere Hi-Cap KRP-C
1 to 600 Ampere Limitron KTL•d
P1ug
1 to 30 Ampere Fuse stst typc: S
Fuse:, equal to the abovG manuEactured by Chase Shawmut, Economy, or equa,,
are acceptable, however, all fusec shall he of sarae manufacture.
19,000,13. IDENTIFICA:ION: (A) Whe:e sested in the following, or in other
parts of this specification, or on the drawings, certain iCems of equipmer.t,
controZs and switch plates ure to be labeled with identifying taords, names,
nymbers or characters. Such identification is genenally described in that
section of the specificationa which apply to the particular item qf equipmept
or decicr_, 1lowever, the method by which auch identification is to be made shall
be as epecified herein. Any identification which is required but is not.spepified
elsewhere is described hereinufter.
(II) Switch, control or other device plates located in finished areas ehall
be machine etched or engraved and inscziptions filled with black paint unless
otherwise specified,
2/76 19,000-5
? .
'
' (C) All disconnect switches, control stations$ equipment cabinets and other
electrical equipment located in the equipment areas shall be petmanently identified.
Inscriptiona shall be made with engraved or stamped plastic or metal uame plates.
Hand lettering will not be acceptable.
' (D) Where central control panels or cenLera are provided all devices,
controls, etc., mounted thesein shall be permanently identified with engraved
? ?aminated plastic name plates.
19,000.14. MAINTENANCE & OPERATING INSTRUCTIONS: Contractor shall instrpct the
'. Owner in the proper care and operation of each item or equipment. Portfoliqs or
manuals called for in other parts of these specifications sha11 be prepared 4nd
presentad to the Engineer for delivery to the Raner.
' 19,000.15. AS-BIIILT DRAWING NOTES: When requested, Contractor shall mark-up set
of blue line drawinga to show the as-built conditions if they vary from the
original. The Ensineer will furnish a newly printed set of blue line drawings
, for this purpose. Tliis work shall be completed and accepted by the Engineer
befpre approval of final puyment.
' 19,000.16. LIGHTING FIXTUttES: (A) Tliis Contractor shall furnish and install a
lighting fixture for each lighting outlet, in accordapce with the fixture sehedule.
(E) Lamps shall be furnished and installed by this Conkractor. They shall
' be of G.E., Westinghouse, Sylvania or equal manufacture. Fluorescent lamp's shall
ba atandard warm white unless otherwise noted. Incandescent lamps shall be inside
frosted unless otherwise noted.
? (C) In all tixtures using fluorescent lamps, ballasts shall be high power
factory, ETL certified CBM. Wherever possible 2 lamp ballasts shall be used. For
all fixtures using 40 watt standard rapid start lattns, ballasts sha11 have sound
' rating A. Other ballasts shall have highest sound rating available.
All fluorescent fixtures containing 40 watt and high output rapid start
? ballasts shall have Class P ballasts and fixtures shall pass the Standard UL
tests for fixturea containing Class P ballusts. All fixtures are applied in
environments noC exceeding the UL standard environments unless specifical4y noted
otherwise.
' All ballasts shall be equipped with automatic resetting thermal cutout
device..
' High intenaity discharge lamp Uallasts shall be reactor type. Ballasts
ehall be Jefferson, AdvAnce, or equal, ,
! A11 fixCurea for wliich plastic lenses are specified, shall be equipped with
lenses made of pure virgin acrylic unless otherwise noted.
?
2/76 19,000-6
,
? ,.
? (D) A portfolio of lighting fixtures containing cuts or photographs and
manufacturer's catalog data for all lighting iixtures which the Contractor pro-
' poses to use in this project shall be suUmitted in 6 or more copies for approval
by the Engineer.
? (E) In the schedule on the drawings a general description ia glven for
each fixture and for most fixture types, a manufacturer's catalog nwnber or numbers
ia also given. The Contractor, the Fixture Supplier and Fixture Manufacturer
shall be fully informed of the contents of the fixture description and are
' cautioned that Che catalog nwnbers only do not necessarily include all components
or festurea required.
I 2/76 19,000-7
24,050. SEPTIC TANK APID DRAINFIELD
Suecific and General Requirements
? 24,050.0 GENERAL: Contractor shall install a new septic tank and drainfield
system for the Gate House and for the Main House in accoxdance with details
' ahown on the plans. Each system shall be complete, and operable conforming to
requirements of State of Minnesota WPC 40 "Rules Governing Standards for Indi-
vidual Sewage Treatment SysYems". Three copies of ahop drawings of each of the
' precast concrete items to be used shall be furnished to the Engineer for approval
prior to construction.
' 24,050,1 CONNECTIONS TO HOUSE: The connection to the plunbing system in the Gate
House shall be made by instailing a CISP or PVC 4" diameYer drain system con-
necting at the main stacknear the ceiling in the garage and extending east acroas
the ceiling to the east wall and thence into the yard. All plunbing work shall
' conform to the applicable state and local codes and shall 6e carried out in a
neat worlmanlike manner. No atrvctural beama or joista shall be cut or harmed in
performiag this work. All pipe shall be neatly aupparted using standard pipe sup-
' ports. Line to the old septic tank sysCem shall be cut off and plugged. All
openinga cut in walls shall he neatly patched.
' The connection to the Main House shall be made by locating the existing linp to
the present septic tank system just outside the present garage and praviding a
new 4" CISP or PVC coimection from that point to the new septic tanka. The old
septic tank line is to be plugged.
, 24,050.2 07D SEPTIC TANKS: The existing septic tanka at both the Gate Houae and
the Main House are to be located, sludge punped out and filled with sand. If the
, covers are in good structural condition, they may 6e left on the tanks after the
sand fill is placed, if not, they shall be remaved and buried in the tanks with .
the sand fill.
' The septic tanks at the Main House are reported to be two rectangular conarete
Canks. Size is not knawn, If either of these is in the way of comenient in-
stallation of the new tanks, either or both may be removed or demolished to
, make room far the new taaks.
The septic tank at the Gate House is a small circular tank west of the Gate
' House in the general location shown on the plan.
24,050.2 NEW SEPTIC TANRS: The contractor shall install three 1200 gallon
precast concrete septic tanks ar approved equal for the Main House system and
' one 1000 gallon precast concrete septic tank for the Gate House system. Each
tank shall have a precast concrete access cover buried and the proper vents.
All septic tanks shall have properly baffled inleta and ouClets. The first two
' 1200 gallon septic tanks for the Ptain House aystem shall have a 6" diam. PVC
sludge recirculation line connecting the tanks 1'-6" above the bottom.
1 24,050-1
'
Several small trees which may be in the way of the installation of the Main
' House Septic Tanks shall be removed and disposed of where directed by Owner.
AL1 other trees ahall be protected.
' 24,050.3 DISTRIBUTION & DROP B07tSS: Provide precast concrete distribution and
drop boxes where shown on the plan. Distribution box shall be baffled inside
and shall be carefully set to grade to provide equal distribution of the aeptic
' tank effluent into the drain tile lines. Provide precast ¢oncrete lid on box.
Drop boxes shall be placed where shown on the plan to provide for dropping ef-
fluent to a lower drainfield lateral. Inlet shall be not lesa than 7" higher
' than drain tile lateral line. Icrvert of ontlet to next drain tile lateral
ahall be not less than 6" abwe the drain tile lateral. Drop box shall have
a precast concrete lid buried from 6" to 18" below grade.
' 24,050.2 DRAIN FISID: Prwide drain fields of the length and crosa section
ahown on the plana. The trench ahall be carefully excavated to the depth
, ahown and back filled with an 18" depth of drain field rock, 2" clear size.
The top of the rock shall be graded carefully to a level grade and 4" perforated
plastic drain tile shall then be placed and backfilled with an additional 6"
of drain field rock. lwro layera of untreated building paper shall be placed
' over the drainfield rock and the excavated material and top soil replaced to
grade. All of the top soil excavated from the trench is to be uaed in the back-
fill. Excess silty sand can be disposed of in low areas on the grounds where
, directed by the Owner. All areas of sod disturbed are to be resodded using
cultured sod. See Specification Section 24,070 Surface Restoration.
' Drain field tile ahall be 4" diameter rigid PVC or ABS with 3/4" diameter holes
located at approximately 8 o'clock and 4 o'clock when viewing a typical cross
section of the pipe.
, As shown on the plana, the dead end of each drain field lateral shall have a 4"
diameter perforated PVC vertical inapection well with PVC cap set flush with
the ground. Inspection well pipe shall extend to the bottom of the drainfield
' rock.
Croasing of driveway with 4" solid PVC may be made either in open cut or by
? auguring pipe beneath driveway. If by open cut, all backfill shall be compacted
to not less than 95% of standard Proctor density.
1 24,050-2
' 24060. EFFII7ENT PUMPING STATION APID FORCE MAIN
Snecific and General Reauirements
24060.0 GSNERAL: The Plumbing Contractor ahall prwide and inatall one
' duplex aubersible pimp effluent pumping station to include two pumpa, elec-
trical controls, level controls and acceasoriea all preassembled and mounted
in'a prefabricated steel pianping chamber.
' Effluent pumping atation shall be as manufactured by Hydr-O-Matic Pump Co. or
an approved equal. Local agent is Tri State Drilling Co., Wayzata, Mn.
' Force main ahall be 2" diameter schedule 40 Y.V.C. installed from the punping
station to the drainfield.
' 24060.1 PUMP & MOTOR: Sach punp shall be a Model SP50M2 with a capacity of 60
gpm at 20' TDH. Motor shall be ak horsepower aingle phase, 60 cycle for operation
at 230 volts.
' Submeraible motor to be construc[ed with open winding and to operate in clean
dielectric oil for cooling winding and lubricating motor besrings. Motor ahaft
' to be sealed with mechanical shaft seal, having super lapped seal ringa of car-
bon and ceramic. Integral motor arul pump shaft to be of stainless ateel aup-
ported by two ball hearings.
, Pump and motor housing shall be of cust iron. Impeller shall be of cast iron, of
the non-clog type passing 1k" solida, Al1 fastenera ahall be of 18-8 stainless
ateel.
' 24060,2 CONTROLS: Mercisy switch type level controla shall be used Yo control
sump level. To control automatic operation of ptanps. Four mercury awitch level
' controls ahall be supplied. ltuo of these controls act to close circuit for on-
off operation at selected levels required arnl to operate alternator for alterna-
tion of simmp on each cycle of operation. A third control acta as werride and
closes circuit of override and operates both pumpa together. A fourth control
, acts at high water level to close circuit of alarm system. All controls to be
fastened to 1," pipe with plastic ties. Pipe supported by removable cwer plate
attached to basin caver.
24060.3 P[MP CONTROL PANEL: The pianp supplier shall furnish a control syatem com-
patible with the pimmpe furniahed under this contract. Pump control equipment shall
be houaed in a Nema 3T enclosure approximately 12" wide 16" high 6" deep.
? All surfaces shall be phosphatized befare paintiqg and finished with a rust-in-
hibiting base coat and a final coat of exteriar grade baked enamel.
' This weather-proof, tamper-proof, rain-tight enclosure shall be deaigned speci-
fically for mounting in an unprotected outdoor location. It shall have a gasket-
' ted, hinged, front weather door with padlock hasp, and a top mounted drip hood.
All selector switches, circuit breakers, and aimilar devices shalll be semi-flush
mounted on dead front doars so that all the components normally actuated by op-
' erating personnel are accessible and yet are not exposed to the elements or to
unauthorized personnel.
' 24,060-1
?
The Control Panel shall house a non-fused ?isconnect device lockable in the
' on or off position acd load switching contactors sized for the motors involved.
The contactor shall incorporate a front movnted hand off suto selector switch
for each punp and an alternating relay circuit. _
, Terminal blocks shall be provided for connection of on-off level control floate
and the high alarm float.
t Punp control panel ahall be mounted on a pedestal attached to Che metal cover of
the effluent pumping station.
' Four direct acting float awitchea shall be fisniahed for mounting in the effluent
chamber. 1hese floats shall serve to detect on-off control levels for the pumpa
and for high Level alarm.
' The power supply shall be 230 volt single phase 3 wire aervice fran a properly
sized 2 pole breaker of the lighting.panel in the residence. The entire system
' ahall be installed in accordance with state and lceal codes. All wire shall be
aized in accordance with the latest iasue of Che National Electric Code.
, A separate alarm system shall be provided far installatfon in the residence in
a location as selected by the engineer/owner adjacent to the reaidence power
panel. This sysCem shall consiet of a 24 volt control transfoxmer and a Mini-Iarm
syatem capable of being installed in a 2 x 4 outlet box.
' The Mini-Iarm system shall incorporate a red alarm light, and buzzer and silencing
awitch.
' Upon the occurrence of an alarm condition the High Alarm sensor will cloae its
circnit and apply volCage to the Mini-Larm. The red alarm light shall energize
? and the audible buzzer shall sound. Upon noticing the visual or sudible alarm
a person may slide the silencing switch from the "normal" to the'4ilence" position
and thus silence the andible alarm. 1he red alarm light shall remain energfzed as
long as Che silencing switch is in the "silence" position. The Mini-Larm shall
' continue to ahow an alarm condition until the operating condition has returned to
normal and the silence switch has been returned to its "normal" positfon.
, 24060,4 SUMP BASIN: Provide steel prefabricated sump basin not less than 36"
diameter and- 7' deep with '?" thick wa11s and 3/8" plaYe bottom. Basin shall be
primed and coated inside and out with a coal tar epoxy or approved equal aurface
coating.
1 Basin caver with aeparate steel pump covers aad pedestal mounting for control
panel shall 6e prwided. Cover shall have a 3" diameter pipe vent as shown on
? the plan.
Sinnp Pwnps shall be mounted on a Tee guide rack for easy remwal. Piping internal-
' ly ehall be the Hydro guide system with 2" ball check valve, gate valve wi.th ex-
tenaion operator and incidental appurtenances.
1 24,060-2
' External piping shall be schedule 40 P.V.C, to connect both pianps to the P.V.C.
force main.
24060.5 FORCE MAIN: Furnish and install a 2" diameter achedule 40 P.V.C. force
' main with solvent welded joints from the effluent pwnping station to the distri-
bution box of the Min House drain field.
, Force main ahall be installed not less than 4' deep through the back yard to the
front yard and not less than 3' deep at the distribution box. Care shall be
talcen to avoid disCurbing the large trees. Force main shall pasa under the garden
, wall ar through a hole drilled just above the wall footing if footing is over 4'
deep.
Driveway crossing may be made by either open cut or auguring the force main under
, the driveway. If by open cut, all backfill shall be compacted to not less than
95% of standard Proctor density.
1
24,060-3
,
24070 SURFACE RESTORATION
'
Svecific acd General Revuirementa
' 24070,0 GENERAL: The plumbfng contractor shall prwide aurface restoration for
all areas disturbed by his construction.
' 24070.1 YARDS: Where sod is disturbed, the contractor shall repair damaged
areaa with cuitured sod neatly cut and rolled into place. Finished area shall
be smooth. Edgea of new sod shall not overlap existing sod but shall be trim-
' med to a neat butt joint.
Natural forest area where the Main House septic tanka are installed shall be
, regraded aed seeded using an approved seeding mixture containing Bluegrass,
TimoYhy, [Led Top and Perennial Ryegrass.
, 24070.2 DRIVEWAYS: Where bituminous driveways are disturbed, they shall be
repaired by placing not less than 6" of class 5 gravel base and 2" of bituminous
aurfacing.
' Clasa 5 gravel baae shall be compacted into place and neatly graded to conform
to the adjacent driveway sections.
, Situminous repair material shall be MiID 2341 mix carefully placed and rolled Co
provide a Z" compacted thickness surfacing smoothly meeting the adjacent drive-
way sections.
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2-78
CONDITIONS OF THE CONTRACT
I N D E X
Paae
SECTION 1 - Definitione ........................ 1
SECTION 2- Bidding Requixemente ................ 3
SECTION 3- Award and Execution of Contrace ,,,,, 5
SECTION 4 - Drawinge, Specificationa and
Related Data ...................... 6
SECTION 5- Enginear-Owner-Contractor Relatione „ 9
SECTION 6- Availability of Lande; Phyeical
Conditione; Reference Pointa ....... 14
SECTION 7- Materials and Workmanahip ........... 15
SECTION 8- Insurance, Legal Reaponaibility,
Public Safety and Miscellaneoue..... 17
SECTION 9- Progresa and Completion of Work ..... 22
SECTION 10 - Meaaurement and Payment ............. 24
Form of Agreement .................................. 30
Performance and Payment Bond ....................... 32
Certificate of Acknowledgment ...................... 33
CONDITIONS OF THE CONTRACT5
SECTION 1
' DEFINITIONS
1.1 CONTRACT DOCUMENTS.
' The Contract Documents consist of the following, inoluding all Addenda is-
sued prior to the opening of bids and Modifications issued after execution of
? the Contract:
(a) Sid Documents (Advertisement, Information to Bidders,
Proposal and Bid Security);
? (b) Agreement;
' (c) Performance and Payment Bond;
(d) Special Provisions;
' (e) Specifications (General and Specific Requirements);
(f) Conditions of the Contract (General Supplementary and other
' Conditions); and
(g) Drawings.
t 1.2 CONTRACT.
The Contract Documents form the Contract. The Contract represents the
' ent ire and integrated agreement between the parties hereto and supersedes
all prior negotiations, representations, or agreements, either written or
ora l.
' 1.3 ENGINEER.
The Engineer is the person or entity or authorized representative thereof
, nam ed in the Contract Documents.
1.4 OWNER.
' The Owner is the person or entity or authorized representative thereo£ named
in the Contract Documents,
' 1.5 CONTRACTOR.
The Contractor is the person or entity or authorized representative thereof
, named in the Contract Documents.
1.6 SUBCONTRACTOR.
? The Subcontractor is the person or other entity having a direct contact with
the Contractor and acts for or on behalf of the Contractor in executing any
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part of the Contzact, but does not include any sepaxate Contxactor or his '
subcontractor or any material suppliers.
1.7 PROPOSAL.
The Proposal is the offer of a bidder to perform the work described in the
Bid Documents when made out and submitted on the prescribed Proposal form,
properly signed and secured.
1.8 BID SECURITY.
The Bid Security, where required by the Advertisement or Information to
Bidders, is a cashier's or certified check, cash or Bid Bond accompanying the
Proposal submitted by the bidder, pledging that the bidder will enter into an
Agreement with the Owner for the carrying out of the Work, should the contract
for the Work be awarded to him.
1.9 AGREEMENT.
The Agreement is the written contract between the Owner and Contractor
covering the performance of the N?ork described in the Contract Documents.
Other Contract Documents are attached to the Agreement.
1.10 PERFO&MANCE AND PAYMENT BOND.
The Performance and Payment Bond is the approved form of security furnished
by the Contractor and his Surety prior to the execution of the Agreement as a
pledge of good faith on the part of the Contractor, and the Surety in the
event of the Contractor's de£ault, covering the Contractor's £aithful per-
formance under the Contract Documents and the payment of all obligations
arising thereunder. The terms and conditions of said Bond are governed
by M.S.A. 5574.26 et, se , and amendments thereto, and W.S.A. §62.15 et.
seq. and amendments thereto.
1.11 BIDDER.
A Bidder is an individual or other entity submitting a Proposal for the
advertised Work.
1.12 SURETY.
A Surety is the person or other entity executing the Contractor's Performance
and Payment Bond.
1.13 SPECIFICATIONS.
The Specifications consist of the General and Specific Requirements per-
taining to the Work.
1.14 DRAWIIIGS.
The Drawings are all plans, drawings or reproductions of drawings issued by
the Engineer pertaining to the Work and provided for in the Contract Docu-
ments.
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' 1.15 WRITTEN NOTICE.
Written Notice shall be deemed to have been served if delivered in person or
sent by registered or c ertified mai.l to the individual or other entity or to
' the last known business address of such individual or entity. It shall be
the duty of each party to advis e the other parties to the Agreement as to any
change in the business acldress until completion and acceptance of the Work.
I G
1.16 ACTS OF
OD. ,
' An Act of God is an unusual, extraordinary and sudden manifestation of the
forces of nature, uncontrolled and uninfluenced by the power of man and
without human intervention, that could not under normal circumstances have
' been anticipated or expected. Ordinary, expectable, and graduaZ weather
conditions of normal intensity for the locality sha11 not be considered as an
Act of God and the Owner or Engineer shall not be liable to the Contractor
for damage to the Piork resulting therefrom.
?
SECTION 2
, IIIDDING REQUIREMENTS
, 2.1 PROPOSAL FOF2P4S.
The Owner will furnish Proposal Forms to any qualified Bidder upon request .
' 2.2 INTERPRETATION OF QUANTITY ESTI14ATES.
The quantities appearing in the Proposal snall be used as the basis of
' calculation for comparison of Proposals. The scheduled quantities are to be
considered approximate only and may be increased, decreased or omitted as
provided in Section 9.4,
? 2.3 EXAMINATION OF PLANS, SPECIEICATIONS AND WORK SZTE.
Each Bidder is required to examine carefully the site of the Work, the
' Proposal Forms, Specifications and Plans. Submission of a Proposal shall be
considered evidence that the Bidder has made such examination and that he has
familiarized himself with the conditions to be encountered, the character,
quality and quantity of work to be performed and material to be furnished and
, the requirements of these Contract Documents.
' 2.4 ADDENDA.
Any Addenda issued prior to the time of receipt of Proposals sha11 be in-
cluded in the Proposal and shall be made part of the Contract Documents.
' Receipt of each Addendum shall be acknowledged by the Bidder in his
Proposal.
' 2.5 PREPARATION OF BID.
The Bidder shall submit his Proposal on the Proposal Form provided by the
Owner. All hlank spaces in the Proposal must be fill ed in clearly and
' correctly in ink or typewritten. Any interlineation, alteration or erasure
must be initialed by the siqner of the Proposal. The Proposal shall be
1 -3-
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signed in ink by the individual or authorized representative making the ,
Proposal.
2.6 RESERVATIONS AND/OR EXCEPTIONS.
Reservations or exceptions shall be clearly stated in writing and attached to
the Proposal. They will be deemed to be a part of and incorporated into the
Proposal. Bidders are advised that if such reservations or exceptions
constitute a substantial deviation from the advertised terms and conditions,
their Proposals may be rendered nonresponsive. The Bidder shall make no
additional stipulations on the Proposal nor qualify it in any other manner.
2.7 BID SECURITY.
If so stipulated in the Advertisement or invitation to Bid, each Proposal
shall be accompanied by a Bid Security in the required form and amount
pledging that the Bidder will enter into a Contract with the Owner on the
terms stated in his Proposal and will, if required, furnish bpnds as de-
scribed heYeunder in Section 8.4 covering the faithful performance of the
Contract and the payment of all obligations arising thereunder. Should the
Bidder refuse to enter into such Contract or fail to furnish such bonds, if
required, the amount of the Bid SecuriLy shall be forfeited to the Owner as
liquidated damages, not as a penalty. The Owner will have the right to
retain the Bid Security of Bidders until either (a) the Contract has been
executed and Bonds, if required, have been furnished or (b) the specified
time has elapsed so that Proposals may be withdrawn, or (c) all Proposals
have been rejected.
2.8 DELIVERY OF PROPOSAL.
Each Proposal shall be placed in an opaque envelope and securely sealed. The
envelope shall be so marked as to indicate the name and address of the
Bidder, the type o£ work and the Project Designation. If mailed, the sealed
envelope shall be enclosed in a separate mailing envelope with the notation
"PROPOSAL ENCLOSED" on the face thereof, A11 Proposals shall be in the
office of the desianated recipient before the time set for bid opening.
2.9 OPI:NING OF PROPOSALS.
Proposals will be opened publicly and read aloud at the time, date and place
designated in the Advertisement.
2.10 EVALUATION OF PROPOSALS.
The Owner reserves the right to reject any Proposal if it shows any omissions,
alterations, irregularities, is submitted subsequent to the opening of the
first Proposal, or is unacconpanied by any required Bid Security. The Bidder
further acknowledqes the right of the Owner to reject all Proposals and
readvertise with the same or different Bid Documents. In any event, the
Owner reserves the riqht to waive any informalities, irregularities or minor
deviations in the Proposal. Comparison of Proposals will be made on the
basis of the stated unit prices and unit prices will control in the event of
a discrepancy between the unit price and the extension or summation thereof.
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' 2.11 CERTIFICATE OR INDEPENDENT PRTCE DETERMINATION.
By submission of a Proposal, each Bidder certifies that:
' (a) The prices in the Proposal have been arrived at independently,
without consultation, communication or agreement as to any matters
' relating to such prices with any other bidder or with any competitor for
the purpose of restricting competition;
(b) The prices which have been quoted in the Proposal have not
' been or will not be knowingly disclosed to any other bidder or com-
petitor prior to the opening of the Proposals;
' (c) No attempt has been made or will be made by the Bidder to
induce any other person or firm to submit or not to submit a Proposal
for the purpose of restricting competition.
, .riECTION 3
, AWARD AND EXECUTION OF CONTRACT
3.1 AWARD OF CONTRACT.
, When the Proposal of the lowest responsible bidder is accepted and within 30
days after opening, the Owner will send him the necessary Contract Documents
' and a notice that the contract has been awarded to him, subject to the
furnishinq of a Performance and Payment Bond, where required.
' 3.2 PERFORMANCE AND PAYMENT BOND.
Where required, and prior to or at the time of the execution of the Agreement
the Bidder determined to be the lowest responsible Bidder shall furnish a
, public contractor`s bond as required by M.S.A. §574.26 et. seq. and amendments
thereto and W.S.A. S62.15 et seq. and amendments thereto.
? 3.3 EXECUTION OF ACREEMENT.
The lowest responsible bidder shall, within 15 days after receiving the
notice of award, sign the Agreement contained in the Contract Documents and
, return the siqned Agreement and other Contract Documents to the Owner.
3.4 FAILURE TO EXECUTE AGR$EMENT.
' Upon the failure of the lowest responsible bidder to furnish an acceptable
Bond, where required, or to execute the Agreement within the time above
specified, the Owner may have the option to annul the award and retain the
, Bid Security accompanying the Bid as liquidated damages and not as a penalty.
This shall not be the sole remedy of the Owner but upon default by the Bidder
the Owner may adopt any legal remedy which it may see £it to adopt.
' 3.5 RETURN OF BID SECURITY,
All Bid Securities, except that of the lowest responsible bidder, will be
, returned within 30 days after the date of the opening of Proposals. The
1 -5-
Sid Security of the lowest responaible bidder will be returned upoa receipt
of the properly executed Agreement and Bond.
SECTION 4
DRAWINGS, SPECIFICATIONS AND
RELATED DATA
4,1 INTENT OF DRAWINGS AND SPECIFICATIONS.
The intent of the Drawings and Specifications is that the Contractor shall
furnish all labor and materials, equipment and transportation necessary for
the proper execution of the 4dork unless specifically noted otherwise. The
Contractor shall do all the work shown on the Drawings and described in the
Specifications and all incidental work considered necessary to complete the
Project in an acceptable manner, and to fully complete the work or improve-
ment, ready for use, occupancy and operation by the Owner.
4.2 ORDER OF PRECEDENCE.
If there be a conflict between or among any of the terms or provisions of the
Contract Documents, the followinq Order of Precedence shall apply:
(a) Aqreement;
(b) Special Provisions;
(c) Specifications - Specific Requirements;
(d) Specifications - General Requirements;
(e) Conditions of the Contract (General Supplementary
and Other Conditions);
(f) Drawinqs.
4.3 DISCREPANCIES.
Any ambiguity or discrepancy in the Drawings and Specifications, no matter
how seemingly insignificant to the Contractor, shall be brought immediately
to the attention of the Engineer ior clarification. Any Contractor who fails
to bring any ambiguity or discrepancy of which it was or should have been
aware, shall assume the risk of loss of, and shall be allowed no claim for
the misinterpretation of the Drawings and Specifications contrary to the
intended interpretation of the Engineer.
4.4 ADDITIONAL INSTRUCTIONS.
Further or additional instructions may be issued by the Engineer during the
progress of the Work by the use of Drawings or other means to clarify the
Contract Documents or to explain or illustrate changes in the work to be
done.
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? 4.5 COPIES OF DkAWINGS AND SPI:CIFICATIONS FURNISHED.
Except as provided for otherwise, five (5) copies oE Drawings and Specifica-
tions shall be furnished to the Contractor without charge.
? 4.6 DRAWINGS AND SPECIPICATIONS AT JOB SITE..
, One complete set of all Drawings and Specifications, Addenda, appxoved Shop
Drawings, Change Orders and other Modifications shall be mai.ntained at the
job site and shall be available to the Engineer at all times.
, 4.7 OWNERSHIP OF DRAWINGS AND SPECIFICA'LIONS.
All Drawings and Specifications and copies thereof and othex data furnished
? by the Engineer are and shall remain his property. They are to be used only
with respect to this Project and are not to be used on any other project.
Said documents are to be returned or suitably accounted for to the Engineer
' on request at the completion of the Work. Submission or distribution to meet
official regulatory requirements or for other purposes in connection with
the Project is not to be construed as publication in derogation of the
Engineer's common law copyright or other reserved riqhts.
' 4.8 DIMENSIONS.
' Figured dimensions on the plans will be used in preference to scaling the
Drawings. 44here the work of the Contractor is affected by finish dimensions,
these shall be determined by the Contractor at the site, and he shall assume
the responsibility therefor.
' 4.9 SAMPLES.
t All samples called for in the Specifications or required by the Engineer
shall be furnished by the Contractor and shall be submitted to the Engineer
for his review. Samples shall be furnished so as not to delay the Project.
The Contractor shall furnish such samples of material as may be required for
, exarnination and testing. All materials and workmanship shall be in accordance
with approved samples. All samples of materials for tests shall be taken
according to methods orovided for in the Specifications.
, 4.10 PRODUCT DATA.
Product Data are illustrations, standard schedules, performance charts,
' instructions, brochures, diagrams and other information furnished by the
Contractor to illustrate a material, product or system for some portion of
the Work.
' 4.11 SHOP DRAWINGS.
' 4.11.1 The Contractor shall provide Shop Drawings, settings, schedules
and such other drawings as may be necessary for the prosecution of the
Work in the shop and in the field as required by the Drawings, Specifica-
tions or Engineer's instructions. Deviations from the Drawings and
' Specifications shall be called to the attention of the Engineer at the
time of the first submission of Shop Drawings and other drawings for
approval. The Engineer's review of any drawings shall not release the
' Cont.ractor from responsibility for such deviations.
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4.11,2 Shop Drawings shall be promptly submitted by the Contractor
after he has reviewed, chacked and approved the data to determine that
they are in harmony with the requirements of the Project and with the
provisions of the Contract Documents and after he has verified all field
measurements and construction criteria, materials, catalog numbers and
similar data. In submitting the Shop Drawings the Contractor is cer-
tifying that the work represented by the Shop Drawings is recommended by
the Contractor.
4.12
4.13
4.11.3 Shop Drawings shall be submitted according to the following
schedule:
(a) Three copies shall be submitted with reasonable promptness and
in such sequence as to prevent delay of the Work.
(6) The Engineer shall, within fourteen (14) days of the submittal
of any Shop Drawings, return one copy to the Contractor marked with
corrections and changes,
(c) The Contractor shall then promptly correct the Shop Drawings
to conform to the corrections and changes requested by the Engineer.
(d) Following completion of such corrections and changes, the
Contractor shall promptly furnish the Engineer two copies of the Shop
Drawings conforminq to the required corrections and changes.
QUALITY OF EQUIPMENT AND MATERIALS.
4.12.1 in order to establish standards of quality, the Engineer, in the
Specifications, has referred to certain products by name and catalog
number. This procedure is not to be construed as eliminating from
competition other products of equal or better quality by other manu-
Pacturers where fully suitable in design unless otherwise specifically
stated in the SpeciPications or Special Provisions.
4.12.2 The Contractor shall furnish the complete list of proposed
desired substitutions prior to executing the Agreement, together with
such engineering and Product Data as the Engineer may require,
4.12.3 The Contractor shall abide by the Engineer's recommendation when
proposed substitute materials or items of equipment are not recommended
foz installation and shall furnish the specified material or item of
equipment in such case. All proposals for substitutions shall be sub-
mitted in writing by the General Contractor and not by individual trades
or material suppliers. The Engineer will review proposed substitutions
and make his recommendations in writing within a reasonable time.
FURNISHING OF PRODUCT DATA.
4.13.1 The Contractor shall furnish one copy of complete Product Data
for every manufactured item of equipment and all components to be used
in the Work, including specific performance data, material description,
ratinq, capacity, working pressure, material gage or thickness, brand
name, catalog number and general type.
4.13.2 This data shall be compiled by the Contractox and reviewed by
the Engineer before any of the equipment is ordered.
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, 4.13.3 All data shall be indexed according to specification section and
paragraph for easy reference.
, 4.13.4 After review, this data shall become a part of the Contract, and
may not be deviated from except upon written approval of the Engineer.
' 4.13.5 Product Data for equipment reviewed by the Engineer does not in
any case supersede the Contract Docwnents. The review by the Engineer
shall not relievc *_he Contractor from responsibility for deviations from
' Drawings or Specifications unless he has in writing called the Engineer's
attention to such deviationy at the time of furnishinq said data. Nor
shall such review relieve the Contractor from responsibility for errors
' of any sort in the items furnished. The Contractor shall check the Work
described by the Product Data with the Contract Documents for deviations
and errors.
, 4.13.6 It shall be the responsibility of the Contractor to insure that
items to be furnished fit the space available. He shall make necessary
field measurements to ascertain space requirements, including those for
' connections, and shall order such sizes and shapes of equipment that the
final installation shall suit the true intent and meaning of the
Drawings and Specifications.
, 4.13.7 Where equipment requiring different arrangement of connections
from those shown is approved, it shall be the responsibility of the
Contractor to install the equipment so as to allow for proper operation
' and in harmony with the intent of the Drawings and Specifications, and
to make all changes in the work required by the different arrangement
of connections.
' 4.13.8 Product Data shall be promptly submitted by the Contractor after
he has reviewed, checked and approved the data to determine if they are
in harmony with the requirements of the Project and with the provisions
' of the Contract Documents and after he has verified all field measure-
ments and construction criteria, materials, catalog numbers and similar
data. In submitting the Product Data, the Contractor is certifying that
the work represented by the data is recommended by the Contractor.
t
SECTION 5
? ENGIP7EER-OWNER-CONTRACTOR RF.LATIONS
' 5.1 ENGINEER'S RESPONSIBILITY AND AUTHORITY.
The Enqineer shall decide any and all questions which may arise as to the
' quality and acceptability of materials furnished, work performed, rate of
progress of Work, interpretation of Drawings and Specifications and all
questions as to the acceptable fulfillment of the Contract on the part of the
' Contractor,
5.2 DECISIONS ON DISAGREEMENTS.
' 5.2.1 Claims, disputes, disagreements, or other matters in question
between the Contractor and the Owner relating to the execution or
progress of the Work or the interpretation of the Contract Documents
' shall be referred initially to the Engineer for decision which he will
render in writing within a reasonable time.
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5.2.2 Any claim, dispute, 6isagreement or other matter that has been
referred to the Engineer, except any which has been waived by the making
or acceptance of final payment, shall be subject to arbitration under
oaragraph 5.3 below upon the written demand o£ either party. However,
r.o demand for arbitration of any such claim, dispute or other matter
may be made until the earlier of the date on which the Engineer has
rendered his written decision, or the tenth day after the parties have
presented their evidence to the Engineer or have been given a reasonable
opportunity to do so, if the Engineer has not rendered his written
decision by that date.
5.2.3 If a decision of the Engineer is made in writing and states that
it is final but subject to appeal, no demand for arbitration of a claim,
dispute or other matter covered by such decision may be made later than
thirty days after the date on which the party making the demand received
the decision. The failure to demand arbitration within said thirty
days' period wi11 result in the Engineer's decision becoming final and
binding upon the Owner and the Contractor. If the Engineer renders a
deci.sion after arbitration proceedings have been initiated, such de-
cision may be entered as evidence but will not supersede any arbitration
proceedings unless t_he decision is acceptable to the parties concerned.
5.3 l1RBITRATION.
5.3.1 All claims, disputes and other matters in question arising out
of, or relatiny to, this Contract or the breach thereof, except for
claims which have been waived by the making or acceptance of final
payment, or barred by failure to demand arbitration within the time
limits specified, shall be decided by arbitration in accordance with the
Construction Industry Arbitration Rules of the American Arbitration
Fssociation then obtaininy unless thc parties mutually ayree otherwise.
Prearhitration discovery shall be conducted in accordance with Rules 26
throuyh 37 of the Federal Rules of Civil Procedure. The parties agree
not to consolidate their arbitration proceedings with any such pro-
ceedinys to which the I?ngineer is a 13arty without the written consent of
the I:ngineer. This agreement to arbitrate shall be specif.ically en-
forceable under the prevailing arbitration law. The awar.d renclered by
the arbitrators shall be final, and judqment may be entered upon it in
accordance with applicable law in any court having jurisdiction.
5.3.2 Plotice of the demand for arbitration shall be filed in writing
with the other party to the Contr.act and with the American 1lrbitration
Association, and a copy shall be fil.ed with the P:,ngineer. The demand
for arbitration shall be made within the time limits sPecified and in
all other cases within a reasonable tine after the claim, disF,ut-e or
other matter in question has arisen, and in no event shall it be made
after the date when institution of leyal or equitable proceedir.gs hased
on such claim, disf,ute, or other matter in yuestion would be barred by
the apolicable statute of liriitations.
5.3.3 The Contractor shall carry on the l^7orl: and maintain thc procJress
schedule during any arbitration proccec:ings, unless otherwise agreed by
him and the Owner in writing.
5.4 OBSERVATION OI' SJORI:.
All materials and each part or detail of the Z•lor}: shall bc subjcct at all
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, times to observation by the Engineer and the Owner, and the Contractor will
be responsible for strict adherence to the true intent of the Specifications
in regard to quality of materials, workmanship, and the diligent execution of
' the Work. Such observations may include mill, plant, or shop inspection,
and any material furnished under these Specifications is subject to such
observation. The Engineer shall be allowed access to all parts of the Work
and shall be furnished with such information and assistance by the Contractor
' as is required to make his observations and construction review.
5.5 CONTRACTOR'S SUPERINTENDENCE.
' A competent superintendent, who is acceptable to the Owner, shall be main-
tained on the Work site and give efficient supervision to the Work until its
completion. The superintendent shall have £ull authority to act on behalf of
, the Contractor, and all communications given to the superintendent shall be
as binding as if given to the Contractor. Important communications shall be
confirmed by the Engineer in writing. Other communications shall be so
' confirmed upon written request of the Contractor. It shall be the respon-
sibility of the Contractor's superintendent to coordinate the work of all the
Subcontractors. When required, the superintendent shall be present on the
_ site to perform adequate supervision and coordination.
5.6 ASSIGNMENT OF CONTRACT.
, The Contractor shall neither sublet, sell, transfer, assiyn or otherwise
dispose of the Contract or any portion thereof, or of his right, title or
interest therein, or his obligations thereunder, nor, i£ the Contractor is a
'. corporate entity, sublet, sell, transfer or assign a majority of the out-
standing shares of stock in the corporation, without prior written consent of
the Owner. In case written consent is given, the Contractor will be per-
mitted to sublet a portion of the contract or corporate stock thereof, but
' shall perform, with his own organization, Work amounting to not less than
50 percent of the total original contract cost. No subcontracts or transfer
of contract or corporate stock shall release the Contractor of his liability
under the Contract or Bonds.
5.7 SUSPENSION OF WORK.
' 5.7.1 The Owner shall have the authority to suspend the Work, wholly or
in part, for such period or periods, as he may deem necessary, due to
unsuitable weather or such other conditions as are considered unfavorable
' for prosecution of the Work, or failure on the part of the Contractor
to carry out the provisions of the Contract or to supply materials
meeting the requirements of the Specifications.
, 5,7.2 Said Suspension shall be effective provided the Owner gives the
Contractor five (5) days' written Notice of Suspension, which shall set
forth the date on which Work is to be resumed. The Contractor shall
' resume the Work within ten (10) days after the date set forth in said
Notice of Suspension.
, 5.8 OWNER'S RIGHT TO CORRECT DEFICIENCIES.
Upon failure of the Contractor to perform the Work in accordance with the
Contract Documents, including any requirements with respect to the Schedule
,
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of Completion, and after five (5) days' written notice to the Contractor, the ,
Owner may, without prejudice to any other remedies he may have, correct such
deficiencies.
5.9 OATfIER' S RIGHT TO TF.RMINATE CONTRACT AND COtdPLETF THE WORI:. ?
5.9.1 If the Contractor defaults or neglects to carry out the Work in '
accordance with the Contract Documents, the Owner shall have the right
to terminate the employment of the Contractor after giving ten (10)
days' written tiotice o£ Termination to the Contractor. In the event of
such termination, the Owner may take possession of the Work and of all ,
materials, tools and equipment thereon and may finish the Work by
whatever method and means he may select.
5.9.2 It shall be considered a default by the Contractor whenever he ?
shall:
(a) File a Petition in Bankruptcy, attempt a reorganization under ,
the bankruptcy laws, become insolvent, make a general assignment for the
benefit of his creditors, or if a trustee or receiver be appointed;
(b) Disregard or violate the provisions of the Cbntract Documents, 1
laws, regulations or orders of any public body having jurisdiction or
fail to prosecute the Work according to the agreed Schedule of Com-
pletion, including extensions thereof; or ,
(c) Fail to provide a competent superintendent, workmen or sub-
contractor, or proper materials, or fail to make prompt payments therefor
5.10 CONTRACTOR`5 RIGHT TO SUSPEND WORK OR TERMINATE CONTRACT.
The Contractor may suspend the Work or terminate the Contract after giving
ten (10) days' written notice to the Owner and the Engineer due to the
oecurrence of any one of the following:
(a) If an order of any court, or other public authority caused the
Work to be stopped or suspended for a period of ninety (90) days through
no act or fault of the Contractor or his employees;
(b) If the Engineer should fail to act upon any Request for
Payment within twenty (20) days after it is presented in accordance with
the Conditions of the Contract;
(c) If the Owner should fail to act upon any Request for Payment
within thirty (30) days after its approval by the Engineer; or
(d) If the Owner should fail to pay the Contractor any sum within
thirty (30) days after an award by arbitrators.
5.11 RIGHTS OF VARIOUS INTERESTS.
Wherever Work being done by the Owner's forces or by otfier Contractors is
contiguons to Work covered by this Contract, the respective rights of the
various interests involved shall be established by agreement to secure the
completion of the various portions of the Work in general harmony.
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' 5.12 SEPARATE CONTRACTS.
The Owner may let other contracts in connection with the Work of the Con-
' tractor. The Contractor shall cooperate with other Contractors with regard
to storaqe of materials and execution of their Work. It shall be the Con-
tractor's responsibility to inspect all work by other Contractors affecting
his Work and to report to the Engineer any irregularities which will not
? permit him to complete his Work in a satisfactory manner. Ais failure to
notify the Engineer of such irregularities shall indicate the work of other
Contractors has been satisfactorily completed to receive his Work. The
? Contractor shall not be responsible for defects of which he could not have
known, which develop in the Work of others after the Work is completed. It
shall be the responsibility of the Contractor to measure the completed work
in place and report to the Engineer immediately any difference between
' completed work by others and the Drawings.
5.13 SUBCONTRACTS.
' 5.13.1 Unless otherwise specified in the Contract Documents, the
Contractor shall, upon receipt of the executed Contract Documents,
submit in writing to the Owner the names of the Subcontractor proposed
' for the jaork. Subcontractors may not be changed except at the request
or with the consent of the Owner.
, 5.13.2 The Contractor is responsible to the Owner for the acts and
omissions of his Subcontractors, and of their direct and indirect
employees, to the same extent as he is responsible for the acts and
' omissions of his employees.
5.13.3 The Contract Documents shall not be construed as creating any
contractual relation between the Owner, the Engineer and any Subcon-
' tractor.
5.13.4 The Contractor shall bind every Subcontractor by the terms of
? the Contract Documents.
5.13.5 For convenience of reference and to facilitate the letting of
Contracts and Subcontracts, the Specifications are separated into titled
' sections. Such separations shall not, however, operate to make the
Engineer an arbiter to establish limits to the contracts between Con-
tractor and Subcontractors.
, 5.14 WORK DURING AN EMERGENCY.
5.14.1 In any emergency affecting the safety of persons on property,
' the Contractor shall act to prevent threatened damage, injury or loss.
In all cases he shall, as soon as practicable, notify the Owner of the
emergency and he sha11 not wait for the instructions before proceeding
' to protect both life and property.
5.14,2 Any additional compensation or extension of time claimed by the
' Contractor on account o£ said emergency work shall be determined under
Section 10.10.
5.15 ORAL AGREEMENTS.
' tdo oral order, objection, claim or notice by any party to the others shall
' -13-
affect or modify any of the terms or obligations contained in any of the
Contract Documents, and none of the provisions of the Contract Documents
shall be held to be waived or modified by reason of any act whatsoever, other
than by a definitely agreed waiver or modification thereof in writing, and
no evidence shall be introduced in any proceeding of any other waiver or
modification.
5.16 NONDISCRIMINATION IN EMPLOYMENT.
For Work under this Contract the Contractor must agree:
(a) That in the hiring of common or skilled labor for the per-
formance of any Work under this Contract or any subcontract hereunder,
no Contractor, material supplier or vendor shall, by reason of race,
creed, color or national origin, discriminate against the person or per-
sons who are qualified and available to perform the Work to which such
employment relates;
(b) That no Contractor, material supplier or vendor shall, in any
manner, discriminate against or intimidate or prevent the employment of
any person or persons, or on being hired, prevent or conspire to prevent
any person or persons from the performance of the Work under this Con-
tract on account o£ race, creed, color or national origin.
(c) Violation of this section shall be cause for cancellation or
termination of this Contract.
SECTION 6
AVAILABILITY OF LANDS; PHYSICAL
CONDITIONS; REFERENCE POINTS
6.1 LANDS IIY OWNER.
The Owner shall provide, not later than the date when needed by the Contractor,
the lands shown on the Drawings upon which the Work under the Contract is to
be performed. The Owner shall also provide rights-of-way for access thereto.
Any delay in furnishing these lands by the Owner shall be deer.ied proper cause
for adjustment in the Contract Amount and in the time of completion.
6.2 LANDS BY CONTRACTOR.
Any additional land and access thereto not shown on the Drawings that may be
required for temporary construction facilities or for storage of materials
shall be nrovided by the Contractor with no liability to the Owner. The
Contractor shall confine his apparatus and storaqe of materials and operation
of his workmen to those areas described in the Drawings and Specif-ications
and such additional areas which he may provide at his expense.
6.3 PRIVATE PROPERTY.
The Contractor shall not enter upon private property for any purpose without
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obtaining permission from the owner thereof., and he shall be zesponsible for
the preservation of all public property, trees, monuments, etc., along and
adjacent to the street and/or riaht-of-way, and shall use every precaution
necessary to prevent damage or injury thereto. He shall protect carefully
from disturbance or damage all monuments and property marks until an authorized
agent has witnessed or otherwise referenced their location and shall not
remove them until directed.
6.4 SURVL;YS.
Unless otherwise specified, the Owner shall establish all base lines for the
location of the principal component parts of the Work together with a suitable
number of bench marks adjacent to the Work. Based upon the information
provided by the Owner, the Contractor shall develop and make all detail
surveys necessary for construction, including batter boards, stakes for pile
locations and other working points, lines and elevations. The Contractor
shall be responsible f.or carefully preserviny bench marks, reference points
and stakes, and, in the case of destruction thereof resulting from his
neqligence or otherwise, the Contractor shall be charged with the expense and
damaye resulting therefrom and shall be responsible for any mistakes that may
he caused by the unnecessary loss or disturbance of such bench marks,
reference points and stakes.
6.5 UTILITIES.
The Contractor shall be solely responsible for verifying the exact location
of all utilities. Prior to the start of any construction, the Contractor
shall notify a11 utility companies having utilities in the Project area. The
Contractor shall have sole responsibility for providing temporary support and
for protecting and maintaining all existing utilities in the Project area
during the entire period of construction, including but not limited to the
period of excavation, backfill and compaction. In carrying out this respon-
sibility, the Contractor shall exercise particular care, whenever gas mains
cr other utility lines are crossed, to provide compacted backfill or other
stable support for such lines to prevent any detrimental displacement,
rupture or other failure.
SF:r.TZON 7
,
MATET2IAL5 AND WORKMANSHIP
?
7.1 MATERIALS FURNISEIED BY CONTRACTOR.
7.1.1 All materials used in the Work shall be new unless otherwise
provided for in the Contract Documents, shall meet the requirements of
the Specifications, and shall not be incorporated into the Work until
reviewed by the Engineer.
, 7.1.2 Unless otherwise specifically indicated in the Contrac? Docu-
ments, all materials necessary for the proper execution of the Work
shall be furnished and paid for by the Contractor, whether temporary or
not and whether incorporated into the Work or not.
'
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7.2 MATERIALS FURNISHED BY OWNER.
7.2.1 Materials specifically indicated shall be furnished by the Owner.
Before incorporating any of the materials into the Work, the Contractor
shall inspect the materials so furnished by the Owner. If the Con-
tractor discovers any patent defects in material furnished by the Owner,
he shall notify the Engineer.
7.2.2 Unless otherwise noted or specifically stated, materials £ur-
nished by the Owner are considered to be f.o.b. the nearest railroad
station or truck line. The Contractor shall transport the materials to
the job site, unload and properly protect all such materials from damage
or loss. The Contractor shall be responsible for material loss or
damage after receipt of material at the point of delivery.
7.3 STORAGE OF MATERIALS.
Materials shall be so stored by the Contractor as to insure the preservation
of their quality and fitness for the Work. When considered necessary, they
shall be placed on wooden platforms or other hard, clean surfaces, and/or
they shall be placed under cover and not on the ground. Stored materials
shall be located so as to facilitate prompt inspection. Private property
shall not be used for storage purposes without the written permission of the
owner or lessee thereof.
7.4 CONDUCT OF WORKMEN.
The Contractor shall at all times be responsible for the conduct and.dis-
cipline of his employees and/or any Subcontractor or persons employed by
Subcontractors. All workmen must have sufficient knowledge, 'ski1T and
experience to perform properly the work assigned to them. Any foreman or
workman employed by the Contractor or Subcontractor who does not perform his
work in a skillful manner, or appears to be incompetent or to act in a
disorderly or intemperate manner shall, at the written request of the Owner,
be discharged immediately and shall not be employed again in any portion of
the work without.the approval of the Owner.
7.5 REJECTED WORK AND MATERIALS.
7.5.1 All materials, whether furnished by the Owner or Contractor,
which do not conform to the requizements of the Contract Documents, or
which are not equal to s'amples or other product data reviewed by the
Engineer, or which are in any way unsatisfactory or unsuited to the
purpose for which they are inter.ded, shall be rejected. Any defective
work whether the result of poor workmanship, use of defective materials,
damage through carelessness or any other cause shall be removed within
ten (10) days after written notice is given by the Owner, and the work
shall be re-executed by the Contractor. The fact that the Engineer may
have previously overlooked such defective work shall not constitute an
acceptance of any part of it.
7.5.2 Should the Contractor fail to remove rejected work or materials '
within ten (10) days after written notice to do so, the Owner may remove
them and may store the materials.
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7.5.3 Correction of Faulty Work After Final Payment shall be in accordance
, with Section 10.21.
7.6 MAN[JFACTURER'S DIRECTIONS.
, Manufactured supplies, materials and equipment shall be applied, installed, connec-
ted, erected, used, cleaned and conditioned as directed by the manufacturer.
7.7 CUTTING AND PATCHING.
? The Contractor shall do all neceasary cutting, fixing or patching of the Work that
may be required to make its several parts fit together properly, or to properly re-
? ceive the Work of the various trades, or, as required by the Drawings and Specifi-
cations, to complete the Work. He shall restore all such cut or patched work as
approved by the Engineer. Cutting of existing structure that shall endanger the Work,
adjacent property, workmen or the puhlic sha11 not be done.
, 7.8 WARRANTY.
7.8,1 If within the time prescribed by law or 6y the terms of any applicable
' special warranties required by the Contract Documents, any of the Work is
found to be defective or not in accordance with the Contract Documents, the
Contractor shall correct it promptly after receipt of written notice from the
' Owner to do so except where the Owner has previously given the Contractor a
specific written acceptance of the particular defective or nonconforming con-
dition. The Owner shall give prompt notice after discovery of the condition.
' 7.8,2 The Contractor's Performance and Payment Bond delivered to the Owner
under this Agreement shall assure Contractor's performance of these warranty
provisions.
'
SECTION 8
INSURANCE, LEGAL RESPONSIBILITY
PUBLIC SAFETY AND MISCELLANEOUS
' 8.1 INSURANCE. .
8.1.1 The Contractor sha11 secure and maintain such insurance from an insur-
' ance company authorized to write casualty insurance in the State where the
Work is located as will protect himself, his Subcontractora, and the Owner
and Engineer from claims for bodily injury, death or property damage which
may arise from Work performed under the Contract Documents. The Contractor
, shall not comnence Work under this Contract until he has obtained all in-
surance required under this paragraph and shall have filed the certificate
of insurance or the certified copy of the insurance policy with the Owner
' and Engineer. Each insurance policy shall contain a clause providing that it
shall not be cancelled by the insurance company without ten (10) days' written
notice to the Owner and Engineer of intention to cancel.
, 8.1.2 The amounts of said insurance shall not be less than the following:
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(a) Worlanen's Compensation and Emplover's Liability Insurance: Shall
be secured and maintained as required by the State where the work ia located.
(b) Public Liability, Personal Injury and Property Damage:
1. Injury or death of one person ................... $1,000,000
2. Injury to more than one person in a single
accident ...................................... 1,000,000
3. Property damage ................................. 1,000,000
(c) X-C-U Hazards: Same limits as for (b) above. Under this provision
it is required that basic exclusions for explosions, collapse and underground
hazards be removed from the policy, and so indicated as covered in the decla-
rations and on certificates of insurance. This section of the Conditions of
the Contract will be waived on above ground projects where hazards of explo-
sion and/or collapse do not exist,
(d) Automobile and Truck Pubiic Liabilitv, Personal Injury and Property
Damage, including Owned and Non-Owned Vehicles: ?
1. Injury or death of one person ................... $1,000,000
2. Injury to more than one person in a single
accident ...................................... 1,000,000
3. Property damage ................................. 1,000,000
(e) Builder's Risk "All-Risk" Insurance: Before comnencement of the
Work, the Contractor shall submit written evidence that he has obtained, for
the period of the Contract, Builder's Risk "All-Risk" completed Value Insur-
ance coverage excluding Flood upon the entire Project which is the subject
of this Contract and including completed Work and Work in progress. Such
insurance shall include as Additional Named Insureds the Owner, the Engineer
and his consultants, and each of their officers, employees and agents, and
any other persons with an insurable interest designated by the Owner as an
Additional Named Insured. Such insurance may have a deductible clause but
amount of deductible shall not exceed $250.00.
The Builder's Risk "All-Risk" Insurance required herein shall apply to proj-
ects involving construction of structures and buildings only. The require-
ments of this section shall be waived on projects involving only underground
utilities, grading, street improvements and similar construction work.
8.2 INDEMNITY,
8.2.1 To the fullest extent permitted by law, the Contractor shall in-
demnify and hold harmless the Owner and the Engineer and their agents
and employees from and against all claims, damages, losses and expenses,
including but not limited to attorneys' fees arising out of or resulting
from the performance of thw Work provided that any such claim, damage,
Loss or expense (1) is attributable to bodily injury, sickness, disease
or death, or to injury to or destrnction of tangible property (other
than the Work itself) including the loss of use resulting therefrom,
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1 and (2) ie caueed in whole or in part by any negligent act or omieaion
of the Contractcr, any Subcontractor, anyone directly or indir@ctly
' employed by any of them or anyone for whoae acta any of them may be
liable, reqardlesa of whether or not it is caused in part by a party
inclemnified hereunder. Such obligation ahall not bo conatrued to
' negate, abridge or otherwise reduce any other riqht or obligation of
indemnity which would otherwise exist as to any party or person
described in this Section 8.2.
' 8.2.2 In any and all claima againat the Owner or thp Engineer or any
of their agenta or employeea by any employee of the Contractor, any
Subcontractor, anyone directly or indirectly employed by any of them ar
' anyone for whose acts any of them may be liable, the indemnification
obligation under this Section 8.2 ahall not be limited in any way by
any limitation on the amount or type of damages, compenaation or
benefits payable by or for the Contractor or any Subcontractor under
? worker's or or workmen's compensation acte, disability benefit acts or
other employee benefit acts.
8.3 PERFORMANCE ANA PAYASENT BONA.
w The Contractor shall, at the time of his execution of the Aqreement
furnish a Performance and Payment Bond as security for the faithful per-
, formance and payment of all his obligations under the Contract. Such Bonds
shall be in a sum egual to the Contract Amount. The form of the Bond shall
be as tha Owner may prescribe and with a Surety Company authorized to do
' business in the State where the Work is located and which is named in the
current list of "Surety Companies Acceptable on Federal Bonds" as published
in the Federal Register.
' 8.4 PATENTS, FEES AtdD ROYALTIES.
Contractor shall pay all license fees and royalties and assume all costs
? incident to the use in the performance of the Work of any invention,
design, process, product or device which is the subject of patent rights or
copyrights held by others. If a particular invention, design, process,
, product or device is specified in the Contract Documents for use in the
performance of the Work and if to the actual knowledge of Owner or Engineer
its use is subject to patent rights or copyrights calling for the payment
of any license fee or royalty to others, the existence af such rights shall
' be disclosed by Owner in the Contract Documents. Contractor shall indem-
nify and hold harmless Owner and Engineer and anyone directly or indirectly
employed by either of them from and against all claims, damages, losses and
' expenses (including attorneys' fees) arising out of any infringement' of
patent rights or copyrights incident to the use in the performance of `the
Work or resulting from the incorporation in the Work of any invention,
design, process, product or device not specified in the Contract Documents,
' and shall defend all such claims in connection with any alleged infringe-
ment of such rights.
8.5 PERMITS AND LICENSES.
All permits and licenses necessary for the prosecution of the Work shall
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be secured by the Contractor pric o the commencement of the Work.
Contractor shall also pay all puk_-c utility charges.
8.6 LAWS. REGULATIONS AND SAFETY.
8.6.1 Contractor shall give all notices and comply with all laws,
ordinances, rules and regulations applicable to the Work. If Con-
tractor observes that the Specifications or Drawings are at variance
therewith, he shall give Engineer prompt written notice thereof, and
any necessary changes shall be adjusted by an appropriate Modification.
If Contractior performs any Work knowing it to be contrary to such
laws, ordinances, rules and regulations, and without such notice to
Engineer, he shall bear all costs arising therefrom; however, it shall
not be his primary responsibility to make certain that the Specifica-
tions and Drawings are in accordance with such laws, ordinances, rules
and regulations.
8.6.2 Contractor shall be responsible for initiating, maintaining and
supervising all safety precautions and programs in connection with the
Work. He shall take all necessary precautions for the safety of, and
shall provide the necessary protection to prevent damage, injury or
loss to:
(a) all employees on the Work and other persons who may be
affected thereby;
(b) all the Work and all materials or equipment to be incor-
porated therein, whether in storage on or off the site; and
(c) other property at the site or adjacent thereto, including
trees, shrubs, lawns, walks, pavements, roadways, structures and '
utilities not designated for removal, relocation or replacement in the
course of construction.
8.6.3 Contractor shall comply with all applicable laws, ordinances,
rules, requlations and orders of any public body having jurisdiction
for the safety of persons or property or to protect them from damage,
injury or loss. He shall erect and maintain, as required by the
conditions and progress of the Work, all necessary safeguards for its
safety and protection. He shall notify owners of adjacent utilities
when prosecution of the Work may affect them. All damage, injury
or loss to any property referred to in Sections 8.6.2(b) and (c)
caused, directly or indirectly, in whole or in part, by Contractor,
any Subcontractor or anyone directly or indirectly employed by any of
them or anyone for whose acts any of them may be liable, shall be
remedied by Contractor. Contractor's duties and responsibilities for
the sa£ety and protection of the Work shall continue until such time
as all the Work is completed and Engineer has issued a notice to
Owner and Contractor that Work is acceptable.
8.6.4 Contractor shall designate a responsible member of his organiza-
tion at the site whose duty shall be the prevention of accidents.
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' Thie peraon ahall be Contractor'e euperintendent unless otherwiae
deeignated in writing by Contractor to Owner.
' 8.7 WARNING SIGNS AND BARRICADE9.
The Contractor skall provide adequate signs, barricadea, colored lighta
, and/or watchmen and take al1 necessary precautions for the protection of
the Work and the safety of the public. All barricades and obstructions
shall be protected at night by colored signal lights which shall be kept in
operation from sunset to sunrise.
' 8.8 PUBLIC CONVENIENCE.
' The Contractor shall at all times so conduct his work as to insure the
least possible obstruction to traffic and inconvenience to the general
public and the residents in the vicinity of the Work, and to insure the
protection of persons and property. No road or street shall be closed to
' the public except with the permission of the Owner and proper governrnental
authority. Fire hydrants on or adjacent to the Work shall be kept acces-
sible to fire-fighting equipment at all times. Temporary provisions shall
' be made by the Contractor to insure the use of sidewalks and the proper
functioning of all gutters, sewer inlets, drainage ditches and irrigation
ditches, which shall not be obstructed.
' 8.9 CROSSING UTILITIES, ETC..
Where the prosecution of the Work results in the crossing oi highways,
' railroads, streets or utilities under the jurisdiction of state, county,
city or other public or private entities, the Contractor shall secure
written permission £rom the proper authority 'to cross said highway, rail-
, road, street or utility before further prosecuting the Work. A copy of the
written document granting permission shall be filed with the Owner and
F.ngineer before any Work is done. The Contractor shall be required to
obtain a written release from the applicable authority upon completion of
' the work. A copy of this written release shall be filed with the Owner and
Enyineer before final acceptance of the Work is granted,
' 8.10 SANITARY PROVISIONS.
The Contractor shall provide and maintain such sanitary facilities for the
use of his employees and those of his Subcontractors as may be necessary to
' comply with the laws, rules or regulations of the Federal, State and local
governments, or agencies or departments thereof.
, 5.11 PRESERVATIOLd OF f1IST0RICAL OBJI'sCTS.
8.11.1 Where historical objects of potential archeological or
paleontological nature are discovered within the areas on which the
' Contractor's operations are in progress, the Contractor shall restrict
or suspend his operations in the immediate area of the discovery as
may be necessary to preserve the discovered objects until the Owner
, has made arrangements for their disposition or has recorded the
desired data relative thereto.
11
-21-
'
8.11.2 The Contractor shall immediately notify the Owner of any
historical objects he may discover or become aware of as the Work is
being prosecuted, and shall aid in the preservation and salvage
program decided upon, as may be requested or ordered by the Owner. No
Work which the Contractor considers to be Extra Work shall be performed
without the written authorization of the Owner.
8.11.3 The Owner shall have the right to restrict or suspend the
Contractor's operations in the immediate area where historical objects
are discovered for a period not to exceed 72 hours, without claim
being made by the Contractor for any damages he might suffer as a
result thereof. Any restrictions imposed shall not remain in effect
for a period exceeding 72 hours unless mutually agreed to in writing.
SECTION 9
PROGRESS AND CODIPLETION OF WORK
9.1 NOTICE 'PO PROCL'ED.
`1'lie date of commencement of the Work is the date set forth in the Notice to
Proceud. If there is no Notice to Proceed, commencement shall be the date
of the Contract or such other date as may be established therein. Tliere-
upon, the Contractor shall begin and shall prosecute the Work regularly and
without interruption, unless otherwise directed in writing by the Owner,
with such manpower and equipment as is necessary to complete the Work
within the time stated in the Contract Documents.
9.2 CONTILACT TIME.
The Contractor shall complete, in an acceptable manner, all of the Work
contracted for in the time stated in the Contract Documents.
9.3 SCIIP.DULL qP COP4PLPTZON.
The Contractor shall submit, at such
the F.ngineer, schedules which shall
proposes to carry on the Work, with
start the several narts of the Work
the several parts.
time as may reasonably he requested by
show the order in wllich t}ie Contractor '
dates at which the Contractor will
and estimated dates of completion of
9.4 CHIINGES IN TFIE `,40RY..
9.4.1 Chanye Orders.
9.4.1.1 11 Change Order is a written order to the Contractor
signed Uy the Owner, issued after execution of the Contract, ,
authorizing a change in the Work or an adjustment in the Contract
sum or Contract time. A Chanye Order siyned by the Contractor
indicates his agreement therewith, includiny the adjustment
in tlie Contract sum or Contract time. ,
-22- 1
,
, 9.4.1.2 Without invalidating the Contract, Owner may, at any
time or from time to time, order additions, deletions or modifi-
cations in the Work; these will be authorized by Change Orders.
, Upon receipt of a Change Order, Contractor shall proceed with the
Work involved. All such Work shall be performed under the
applicable conditions of the Contract Documents. If any Change
Order causes an increase or decrease in the Contract Price or an
, extension or shortening of the Contract Time, an equitable
adjustment will be made as provided in Section 10 on the basis of
a claim made by either party.
' 9.4.1.3 Additional t4ork performed by the Contractors without
authorization of a change Order will not entitle him to an
increase in the Contract price or anextension of the Contract
? time, except in the case of an emergency as provided in Section
5.14.2 and except as provided in Section 9.4.2.
' 9.4.2 Minor Changes in the Work. Engineer may authorize minor
changes or alterations in the Work r.ot involving extra cost and not
inconsistent with the overall intetit of the Contract Documents. These
may be accomplished by a work Order. If Contractor believes that any
' minor change or alteration authorized by Engineer entitles him to an
increase in the Contract Price, he may make a claim therefor as
provided in Section 10.
' 9.4.3 Concealed Conditions. Should concealed conditions encountered
in the per£ormance of the Work below the surface of the ground or
' should concealed or unknown conditions in an existing structure be at
variance with the conditions indicated by the Contract Documents, or
should unknown physical conditions below the surface of the yround or
should concealed or unknown conditions in an existing structure of an
' unusual nature, differing materially from those ordinarily encountered
and generally recognized as inherent in work of the character provided
for in this Contract, be encountered, the Contract Sum shall be equit-
' ably adjusted by Change Order upon claim by either party made within
twenty (20) days after the first observance of the conditions.
9.4.4 Claims for Additional Cost. If the Contractor wishes to make a
' claim for an increase in the Contract Sum, he shall give the Owner and
Engineer written notice thereof within twenty (20) days after the
occurrence of the event giving rise to such claim. This notice shall
' be given by the Contractor before proceeding to execute the Work, ex-
cept in an emergency endangering life or property in which case the
Contractor shall proceed in accordance with Section 5.14. No such
claim shall be valid unless so made, if the Owner and the Contractor
' cannot agree on the amount of the adjustment in the Contract Sum, it
shall be determined by the Engineer. Any change in the Contract Sum
resulting from such claim shall be authorized by Change Order.
' 9.5 USE OF COMPLETED PORTIONS.
' The Owner shall have the right to take possession of and use any completed
or partially completed portions of the Work, notwithstanding that the time
' -23-
'
for completing the entire Work or such portions may not have expired. The
Owner will seek to minimize the delay to the Contractor occasioned by the Owner's
occupancy before Acceptance,
9.6 LIQUIDATED DAMAGES.
9.6.1 Time is the essence of the Contract. The Contractor thereby agrees
that the Owner will be entitled to damages for failuxe on the part of the
Contractor to complete the Work within the time limits provided for in the
Contract Documents.
9.6.2 Should the Contractor neglect, refuse or otherwise fail to complete
the Project on or before the specified date, liquidated damages in the
amount specified in the Special Provisions shall be dedircted from any
moniea due or coming due to the Contractor or shall be paid to the Owner
not as a penalty but as liquidated damages for each and every calendar day
that the contract shall remain uncompleted after the specified date for
completion. Liquidated damages are specified herein because of the extreme
difficulty of ascertaining and esta6lishing the actual damages which the
Owner would sustain.
SECTION 10
MEASUREMENf AND PAYMENT
10.1 DETAILED BREAKDOWN OE CONTRACT AMOUNT.
Except in cases where unit prices form the basis for payment under the Contract
Documents, the Contractor shall, within ten (10) days of receipt of the Contract
Documents, submit an itemized breakdown of the Contract Amount having the value,
including an allowance for profit and overhead, assigned to each part of the Work.
Unless the breakdown of the Contract Amount is objected to by the Owner, it shall
be used as the basis for all Requests for Payment.
10.2 REQUEST FOR PAYMENT.
The Contractor may submit periodically, but not more than once each month, a Re-
quest for Payment for Work done and materials delivered and stored on the site.
Payment for materials stored on the site will be conditioned on the following:
(a) The Contractor shall submit evidence to establish the Owner's
title to such materials.
(b) Acceptable provisions have been made for storage.
(c) The Contractor shall provide and maintain inaurance against all
Loss, theft, vandalism, damage and similar peril for the full value of the
stored material. The insurance on the stored material shall name the Owner
as insured.
Each Request for Payment shall be itemized and computed from the Work completed on
all items listed on the Detailed Breakdown of Contract Amount. Where unit prices
are specified, the Request for Payment shall be based on the quantities completed.
- 24 -
'
, The Owner ehall pay to the Contractor an amount not to exceed 90% of the amount
earned under the Contract aubject to the approval outlined in Section 10.3 and the
I provialona of Section 10.4 and 10,5. However, when the Work required under the
Contract is 90% or mare completed, upon recommendation of the Engineer, auch por-
tions of the retained money ehall be released ae the Owner determines are not re-
quired to be retained to protect the Owner's interest in eatiafactory completion
? of the Contract.
10.3 ENGINEER'S ACTION ON A REQUEST FOR PAYMENT.
, Within twenty (20) days of submission of any Request for Payment by the Contractor,
the Engineer shall:
' (a) Approve the Request fox Payment as submitted and forward it to the Ocaner.
(b) Approve such other amount as he shall consider is due the Contractor,
informing the Contractor in writing of his reasons for approving the
modified amount.
' (c) Withhold the Request for Payment, informing the Contractor in writing
of his reasons for withholding it.
, 10,4 OWNER'S ACTION ON AN APPROVED REQUEST FOR PAYMENT.
Within thirty (30) days from the date of approvai of a Request for Payment by the
, Engineer, the Owner sha11:
(a) Pay the Request for Payment as approved by the Engineer.
(b) Pay such other amount in accordance with Section 10.5 as he shall de-
' cide is due the Contractor, informing the Contractor and the Engineer
in writing of his reasons for paying the modified amount.
(c) Withholding payment in accordance with Section 10.5 informing the Gon-
' tractor and the Engineer in writing of his reasons for withholding pay-
ment.
, 10,5 OWNER'S RIGHT TO WITHHOLD PAYMENT.
10.5.1 The Owner may withhold payment in whole or in part to the extent
necessary to protect himself from loss on account of any of the following
' causes:
(a) Violation of any of the terms of the Contract Documents.
' (b) Defective work not remedied,
(c) Reasonable evidence indicating potential filing of claims by other
parties against the Contractor or Owner.
' (d) Failure of the Contractor to make payments to Subcontractors, mate-
rialmen or suppliers.
' (e) Damage to the Owner or any other party.
10.5.2 When any of the above grounds for which payment is being withheld
is removed, payment shall be made for the amount withheld.
'
, - 25
'
10.6 INTEREST ON UNPAID REQUESTS FOR PAYMENT.
Should the owner £ail to pay an approved Request for
(30) days from the date of approval by the Engineer,
inform the Engineer and the Contractor in writing of
withholding payment, the Owner shall pay the Contrac
unpaid amount of the Request for Payment at the rate
per annum until payment is made.
10.7 PAYMENT FOR UNCORRECTED WORK.
Payment within thirty
and should he fail to
his reasons for
tor interest on the
of six percent (6%)
Should the Owner di.rect the Contractor tu not correct Work that has been
damaged or that has not been performed in accordance with the Contract
Documents, an equitable deduction from the Contract Amount shall be made by
means of a Change Order to compensate the Owner for the uncorrected work.
10.8 PAYMENT FOR REJECTED WORK AND MATERIALS.
10.8.1 The removal of work and materials rejected under Section 7.5
and the re-execution of acceptable work by the Contractor shall be at
the expense of the Contractor, and he shall pay the cost of replacing
the Work of other Contractors destroyed or damaged by the removal of
the rejected work or materials and the subsequent replacement of
acceptable Work.
10.8.2 Removal of rejected Work or materials and storage of materials
by the Owner in accordance with Section 7.5 shall be paid by the
Contractor within thirty (30) days after written notice to pay is
given by the Owner. If the Contractor does not pay the expenses of
such removal the Owner may, after ten (10) days from the giving of
written notice to the Contractor of the Owner's intent to sell the
materials, sell the materials at auction or at private sale and shall
pay to the Contractor the net proceeds therefrom after deducting all
the costs and expenses that should have been borne by the Contractor.
10.9 PAYMENT FOR INCREASED OR DECREASED QUANTITIES.
Whenever the quantity o£ any item of Work as given in the Proposal shall be
increased or decreased payment for such item will be made on the basis of
actual quantity completed, at the contract unit price for such item. No
payment will be made for quantities placed without the prior written
approval of the Owner.
10.10 PAYMENTS FOR EXTRA WORK.
Written notices c£ claims for payments for Extra Work shall be given by the
Contractor within ten (10) days after receipt of a written order from the
Owner to proceed with the Sxtra Work and also before any Work.is commenced
by the Contractor, except in emergency situations endangering life or
property. No claim shall be valid unless so made. In all cases, the
Contractor's itemized estimate sheets showing all labor and material shall
be submitted to the Owner. The Owner's written order for Extra Work shall
-26-
? specify any extension of the Contract Time and one of the following
methods of payments:
? (a) Unit prices or combinations of unit prices which formed the basis
of the original Contract.
(b) A lump sum based on the Contractor's estimate, approved by the
? Engineer and accepted by the Owner.
(c) Actual cost plus 15% for overhead and profit.
i 10.11 PAYMENT FOR WORK SUSPENDED SY THE OWNER.
i
If the Work or any part thereof shall be suspended by the Owner and aban-
? doned by the Contractor as provided in Section 5.7 the Contractor will then
be entitled to payment for all Work done on the portions so abandoned. No
payment will be made for work deleted from the Project which has not been
? started by the Contractor.
10.12 PAXMENT FOR WORK BY THE OWNER.
? The cost of the Work performed by the Owner in removing construction
equipment, tools and supplies in accordance with Section 5.9 and in cor-
recting deficiencies in accordance with Section 5.8 shall be paid by the
' Contractor.
10.13 PAYMENT FOR WORK BY THE OWNER FOLLOWING OWNER'S TERMINATION
' OF THE CONTRACT.
Upon termination of the Contract by the Owner in accordance with Section
5.9, no further payments shall be due the Contractor until the Work is
' completed, If the unpaid balance of the Contract Amount shall exceed the
cost of completing the Work including all overhead costs, the excess shall
be paid to the Contractor. If the cost of completing the Work shall exceed
, the unpaid balance, the Contractor shall pay the difference to the Owner.
The cost incurred by the Owner., as herein provided, and the damage incurred
through the Contractor's default, shall be approved in writing by the
Engineer and certified in writing by the Owner.
' 10.14 PAYMENT FOR WORK TERMINATED BY THE CONTRACTOR.
' Upon suspension of the Work or termination o£ the Contract by the Contractor
in accordance with Section 5.10 the Contractor shall recover payment from
the Owner for the Work performed, plus loss on plant and materials, plus a
reasonable profit on Work performed.
' 10.15 PAYMENT FOR SAMPLES AND TESTING OF MATERIALS.
, Samples furnished in accordance with Section 4.9 shall be furnished by the
Contractor at his expense. Testing of samples and materials furnished in
accordance with Section 4.9 shall be arranged and paid for by the Owner.
,
? -27-
1
10.16 REMOVAL OF CONSTRUCTION EQUIPMENT, TOOLS AND SUPPLIES.
At the termination of this Contract, but befoYe acceptance of the Work by
the Owner, the Contractor shall remove a11 of his equipment, tools and
supplies from the Work site. Should the Contractor fail to remove such
equipment, tools, and supplies, the Owner shall have the right to remove
them with the cost of such removal to be charged to the Contractor.
10.17 CLEANING UP.
Contractor shall keep the premises free from accumulations of waste materials,
rubbish and other debris resulting from the Work, and at the completion of
the Work he shall remove all waste mat'erials, rubbish and debris from and
about the premises as well as all tools, construction equipment and machinery,
and surplus materials, and shall leave the site clean and ready for occu-
pancy by Owner. Contractor shall restore to their original condition
thosz portions of the site not designated for alteration by the Contract
Documents.
10.1.8 EXAMINATION OF COMPLETED WORK.
if the Owner requests it, the Contractor at any time before acceptance of
the Work shall remove or uncover such portions of the finished Work as may
be directed. After examination, the Contractor shall restore said portions
of the Work to the standard required by the Specifications. Should the
Work thus exposed or examined prove acceptable, the uncovering or removing,
and the replacing of the covering or making good of the parts removed
shall be paid for as Extra Work, but should the Work so exposed or examined
prove unacceptable, the uncovering, removing and replacing shall be at the
Contractor's expense.
10.19 RELEASE OF LIENS,
Before any retained amounts are released or final payment is made, the
Contractor shall submit with his Application for Payment to the Owner (1)
an Affidavit stating all payables, bills for materials and equipment and
other indebtedness connected with the S4ork for which the Owner or his
property might in any way be responsible, have been paid or satisfied; and
(2) Consent of Surety, if any, to final payment. If any Subcontractor,
materialmen or supplier refuses to furnish releases or receipts in full,
Contractor may furnish a bond satisfactory to the Owner to indemnify him
against such lien or claim.
10.20 ACCF.PTANCE AND FINAL PAYMENT.
10.20.1 When the Contractor has completed the Work in accordance with
the terms of the Contract Documents, the Engineer shall certify in
writing his acceptance and his approval of the Contractor's final
Request for Payment to the Owner, which shall be the Contract Amount
plus all approved modifications, less all approved deductions and
less previous payments made.
-28-
, 10.20.2 The Contrar_tor shall furnish evidence that he has fully paid
all debts for labor, materials and equipment incurred in connection
with the Work, following which the
' Owner shall accept the Work and release the Contractor except as to
the conditions of the Performance Bond, any legal rights of the Onwer,
required guarantees, and Correcticn of Faulty Work after Final Payment
under Section 20.21 and shall authorize payment of the Contractor's
' final Request for Payment.
10,20.3 The Contractor must allow sufficient time between the time of
' completion of the Work and approval of the final Request for Payment
to allow the Engineer to assemble and check the necessary data.
10.20.4 Before final payment is made, the Contractor shall make a
' satisfactory showing that he has paid the state income tax withheld
from waqes paid to the Contractor's employees for Work performed under
the Contract.
? 10.21 CORRECTIOPd OF F.AJLTY WORK AE'TER FINAL PAYMENT,
The approval of the final Request for Payment by the Engineer and the
making of the final payment by the Owner to the Contractor shall not
relieve the Contractor of responsibility for faulty materials or workman-
ship. The Owiier shall promptly give written notice to the Contractor of
faulty materials or workmanship and the Contractor shall promptly replace
any such defects discovered within such time as may be prescribed by law or
by the terms of special warranties required by the Contract Documents. The
Engineer shall decide all questions arising under this paragraph and all
such decisions shall be subject to arbitrati.on under Section 5.3.
10.22 WAIVER OF CLAIMS.
10.22.1 The making of final payment shall constitute a waiver of all
claims by the Owner except those arising from:
(a) unsettled liens or claims;
(b) faulty or defective Work appearing after completion o£ the Work;
or
(c) failure of the Work to comply with the requirements of the
Contract Documents or the terms of any warranties specified
therein.
t 10.22.2 The acceptance of final payment shall constitute a waiver.of
all claims by the Contractor except those previously made in writing
and identified by the Contractor as unsettled at the time of the final
Application for Payment.
'
'
'
-29-
'
FORM OF AGREEMENT
THIS AGREEMENf, made and signed this day of , 19_, by
and between , hereinafter called the "Owner", and
, hereinafter called the "Contractor".
THIS AGREEMENT WITNESSETH, that the Owner and the Contractor, for the consid-
eration hereinaf[er stated, agree as follows:
ARTICLE I. The Contractor hereby covenants and agrees to perform and execute
all the provisions of the plans and specifications as prepared by Bonestroo, Rosene,
Anderlik & Aasociates, Inc., of St. Paul, Minnesota, and indicated below under
ARTICLE IV, as provided by the Owner for:
and to do everything required by this Agreement and the Contract Documents.
ARTICLE II. The Contractor agrees that the Work contemplated by [his Contract
shall be fully and satiafactorily completed on or before ,19,_
ARTICLE III. The Owner agrees to pay and the Contractor agrees to receive
and accept payment in accordance with the prices bid for the unit or lump sum items
as set forth in the conformed copy of Proposal Form hereto attached, which prices
shall confoxm to those in the accepted Contractor's Proposal on file in the Office
of the , the aggregate of vhich prices, based on
the approximate schedule of quantities, is estimated to be $
ARTICLE IV. The Contract Documents shall consist of the following component
parts:
1. The Pxoposal Form (conformed copy)
2. Conditions of the Contract (General, Supplementary and other
Conditions)
3. Special Provisions (if any)
k. Plans and Drawings which are attachzd to the Specifications or which
are identified as Sheets 1 through for:
5. Specifications (General and Specific Requirements)
6. Addenda No. through
7. Performance and Payment Bond
8. This Agreement
This Agreement, together with the documents hereinabove mentioned, form the
Contract and all documents are as fu11y a part of the Contract as if attached here-
to or herein repeated,
- 30 -
IN WITNESS WHEREpF, the parties to this Agreement have hereunto set their
hands and seals as of the day and year first above written.
Attest:
In the presence oi:
The (Seal)
By PIAYOR
Sy
CONTRACTOR
TITLE
- 31 -
PERPORMANCE AND PAYMENT BOND
, RNOk? ALL MrN BY THESE PRESENTS that we, , ee
principal and (a corporation
certified by the Minnesota Commissioner of Insurance and authorized to aet as a
, surety as provided in Ttinnesota Statutes Sec. 71.32 and 574.15) a Surety, are held
and firmly bound unto the , a Minnesota municipal
corporation, hereinafter called the "Obligee", for the use of the Obligee and of all
persons and corporations doing work or furnishing skill, tools, machinery, materials
' or insuraace premiums, or equipment or supplies, for any camp maintained for the
feeding or keeping of inen and animals engaged under, or for the purpose of, the
contract described below, in the amount of
' Dollars ($ ), for the payment of which
well and truly to be made sae bind ourselves, and each of us, and our, and each of
our, successors and assigns, jointly and severally, firmly by these presents.
' idliEREAS the Principal has entered into a written contract with the Obligee
dated_ , 19 , for
the regularity and validity of which is hereby affirmed and for cahich a bond is re-
' quired by Minnesota Statutes Section 574.26;
NOtd THEREFORE, if the Principal shall perform and complete said contract in
' accordance with its terms and shall pay, as they may become due, all just claim for
such work, tools, machinery, slcill, materials, insurance preniums, equipment and
supplies, and shall save the Ohligee harmless from all costs and charges that may
occur on account of the doing of the work specified and for the enforcing of the
' terms of this bond if action is 6rought hereon, including reasonable attorney fees,
in any case where such action is successfully maintained and for the compliance
with the latas appertaining thereto, then this bond shall be void, but otherwise
' shall remain in full force and effect.
No assignment, modification, or change in the contract, or change in the caork
eovered thereby, not any extension of time for completion of the contract, shall
? release the Surety on this bond.
Sealed with our seals and dated this day of , 19_
' k'itnespes to Contractor's Signature:
principal (Name of Contractor)
, BY
Its
' A nd
(Seal of Contractor if a Corporation) Its
' Witness to Surety's Signature:
Surety
' $Y
Its
-
' -32
I CERTIFICATE OF ACKNOWLEDGMENT BY PRINCIPAL
' (For use where Contractor is individual or partnership)
STATE OF MIIJNESOTA )
55,
COUNTY OF )
On this day of , 19_, before me personally appeared
to me known to be the person
descri ed in and who executed the oregoing bond, and acknovrledqed that
he executed the same as free act and deed.
?
(NOtarial Seal) Notary P lic
'
CERTIFICATE OF ACKNOWLEDGMENT
' (For use where Contractor is a corporation)
" STATE OF t4II4NESOTA )
' ) ss.
COUNTY OF )
' On this _ day of , 19 , before me persbnally appeared
and ,
to me personally nown who, being by me duly sworn, did say that they are
respectively the of ,
' that the seal affixed to the foregoinq instrument is t e corporate seal of
said corporation, and that said instrument was executed in behalf of the
corporation by authority of its Board of Directors, and said
, and acknow e ged the
instrument to be the free act and deed of said corporation.
1 (NOtarial Seal)
Notary Public
' Full Name of Surety Company t Home Office Address
' Name of Attorney-in-fact Name of Local Agency Address of Local Agency
, If this bond is executed outside of the State of Minnesota, it must be counter-
signed on the Performance Bond by a Minnesota resident agent of the Surety
Company.
' Name of Agent affixing countersignature Ad ress
' MELdORANDUM: Affix here Power of Attorney and Acknowledgment of Corporate
Surety.
- 33 -
1
soa exrxoRation
662 CflOM W ELL A VENUE
' ST. PAUL, MN. 55114
PHONE 612/645-6446
' a sisfer corporation to TWIN CITY TESTING AND ENGWEERING LABORATORV INC.
June 14, 1978
'
Parranto Brothers Inc
1202 Commerce Bldg
' St Paul MN 55101
OFFICERS:
CHARLES W. BFITZIUS
Attn • Mr Ed Parranto
• presiAem
' ROBERT F. WITTMAN
Gent 1 emen executive vice president
NORMAN E. HENNING
vice president
' Subj: Subsurface Exploration CLINTONF.EUE
Two Proposed Sewage Treatment Systems secrelaiy
JOHN F. GISLASON
Eagan, Minnesota o-easurer
' N120-3220
Included herein are the results of our subsurface explor-
ation program for two proposed sewage treatment systems BRANCHOFFICES:
' at k720 and #740 Blue Gentian Road, Eagan, Minnesota. BISFAR?o.No
This WOTk WSS verbally authorized by you OTl M3y 19, 1978. GRANDfORKS.ND
- We are transmitting five copies of our report. MiNOT,ND
MANHATO, h1N
' ROCHESTER, MN
A total of ten soil test borings and five percolation APPLE70N,W1
tests were made on June 5 and 7, 1978. The borings and E?AUCROase,wi
test locations are shown on the attached SkBtC}IBS. RAPIDCITY,SD
' Surface elevations at the boring locations were refer- siouxFnLLs,so
enced to the respective garage floors, where shown, WATERLOO,IA
an assumed elevation.
taken as 100.01
,
, Soil Conditions
' Gate House Area
The soil conditions are somewhat variable. The general
soil profile consists of topsoil and/or fill overlying
? clayey sand which in turn is underlain by silty sand.
The exceptions are the layer of silty clay found just
beneath the topsoil at boring 3 and the sand found below
' 6' at P-2.
Main House Area
' Conditions are also somewhat variable here. The general
soil profile consists of topsoil overlying lean cohesive
'
? !d; n MUII)/V. PH(MLCI IUN 10 0 11 NTS,'TIF PULlI IL ANIJ OURSF.Lb'F5 Al L F.CF0WS ARiSUOMI I TED AS lHi= CO!V! IUENTI AL PftOPEHTY OP THF GJENT.
Parranto Brothers Inc
June 14, 1978
Page two
soil which is underlain in turn by sand and then clayey sand. The primary
exceptions are the fill found at the surface of boring 9 and the layer of
silty sand found from 1?1-3' at P-7. The thickness of the sand layer varies
from 3' to 6?1.
Existing Drain Field Area
Boring 10 is in the area of the existing drain field. Here about 4' of fill
was found at the surface. The natural soil consists of clayey sand and silty
sand.
Ground Water
No ground water entered any of the borings at the time the field work was done.
It is possible that long-term readings may have indicated a level in the lower
portion of the deeper, 14' borings. However, the sand layers encountered in
our borings are not waterbearing. It should be expected that ground water
conditions will vary somewhat both seasonally and yearly.
Percolation Tests
Percolation tests were set up adjacent to the power auger borings. A 2" layer
of fine gravel was placed in the bottom of the holes. Water was then placed
in the holes to a depth of at least 12" over the gravel. At P-4, the soil
was allowed to soak overnight. Readings were then taken every 30 minutes for
a period of four hours. At all of the other locations, all the water seeped
away in less than 30 minutes. The water level was then adjusted to a depth
of 6" over the gravel and the drop in water level was then recorded every
ten minutes for a period of one hour. The water level was adjusted to the
6" depth after the readings, where necessary. The percolation rates were
taken from the final recording in each test location.
The test results are as follows:
TEST NUMBER DEPTH OF TEST PERCOIATION RATE
P-2 87" 5 min/in
P-4 52" 120 min/in
P-S 53" 10 min/in
P-7 46" 3 min/in
P-8 57" 7 min/in
Comments - Recommendations
Gate House Area
Existing conditions do not appear to be suitable for installing a normal
drain field type treatment system. One consideration could be to extend
1 1
' Parranto Brothers Inc
, June 14, 1978
Page three
, wide trenches down to the silty sand as found helow 2', 4g' and 4' at borings
P-2, 3 and P-4, respectively. The trenches should then be backfilled with
pervious, granular soil a sufficient amount such that the tile lines could
' be placed at minimum depth of cover. This will likely require an enlarged
area, say 501 x 1001 . Another approach may be to extend the trenches down
to the sand found below 6' at P-2. This will require finding a large enough
' area in the vicinity of P-2 over which this sand layer extends laterally.
This will likely require placing some retarder soil below the tile lines
unless the backfill material contains an appreciable amount of fines, say
at least 5% passing the #200 sieve.
' Main House Area
' We suggest that all the trenches he extended down to the sand as found below
3111, 4h', 31, 4' and 2' atborings P-5 through 9, respectively. The percolation
test results suggest that a rate on the order of 7 min/in be used for design
, purposes. We suggest that the enclosed area of the circled driveway be
enlarged from its present size. The drain tile lines should not extend
below the roadway.
' Because of the possible heavy usage of the kitchen facilities, it is imperative
that the grease traps be constantly maintained.
0 Subsurface Exploration Procedures
The borings were put doWn with a 6" power auger and only disturbed samples
were recovered. With this method+ the determination of the depth and extent
of the various layers of soil and the consistency of the cohesive soils are
only approximate.
The samples were visually and manually classified by the crew chief in accor-
dance with ASTM: D 2488-69. Representative portions of each stratum were
then returned to the laboratory for further examination and for verification
of the field classification. Logs of the borings indicating the depth and
identification of the various strata, water level information and information
regarding the method of advancing the drill holes are attached. Charts
illustrating the soil classification procedure, the descriptive terminology
and symbols used on the boring logs are also attached.
General
About 50% of the soil samples will be held at this office for one month and
will then be discarded unless we are notified to do otherwise.
I Parranto Brothers Inc
June 14, 1978
' Page four
' If you have any questions regarding this report or if we can be of any
further service to you, please contact us at your convenience.
The recommendations and/or suggestions contained in this report are our
1 opinions based on data which are assumed to be representative of the site
explored; but because the area of the borings in relation to the entire
area is very small, and for other reasons, we do not warrant conditions
, below the depths of our borings, or that the strata logged from our
borings are necessarily typical of the entire site.
, Very truly yours
" le mf? -Z - that fhis plan, sPacfficafia+, o?
' I hsrebY ?AifY direet
Gordon R Eischens
nPort was PfeparedbymeorundeR 9,?erad
Manager - Laboratory ?Pa?s? a? thar 1 am o duly
Inear under N+e t°w° °f the
Profsuia+al En9
? $fata of Minnesota
Wilfr d A Wahl, P.E. Q???
? WI FRED A. WAHI
GRE/WAW/mc 6/? s?7 g Rog• Na 6989
Dote
Encs
,
lOG OF TES7 BORING
120-3220 1?? = Z? 1
JOB NO VERTICAI SCALE AORING NO
PROJECT PROPOSEU TREATTIENT SYSTEPt NEAR GATE 130USC --4720
DFPTM DESCRIPTION OF MATERIAL SAMPLE LABORATOAY TFSTS
FEE1 rSURPACE ELEVATION lOS. 4'
r N WL NO TVPE W D p,? Ou
FILL, mostly CLAYEY SAND, a little gravel, 1 FA
black and brown
2 FA
4?
CLAYEY SAND, a little gravel, brown,
medium (SC)
3 FA
7
SILTY SAND, a little gravel, brown,
moist (SM)
4 FA
9
End of Boring
WATER LEVEL ME113UNEMENTS SrAer 6-5-78 COmPLETE 6-5-7$
OATE TIME SDEVTNO OCASING
PTH
I
CDECTH
OAILEO DEPTNS
WEyER
METNOD 6 FA 0' - 9'
p) 12 :LS
E
6-5 12:15 9' 81.1 ' ?o None
a
,d
o CAEwCHIEF He land
SF77 (7]-e1 ?2
euc?eLuveuue 5tJ1LC1CYLfJMOUa.a1 I °? .???...... _°...
ccrrwax
, . 1LOG OF l"EST BORING
JOB NO _ I20-3220 VERTICAL $CALE 1" z' BOAIN(; NO p_ z
oon?m+ PR(1Pf1CFil TRFATk1FUT CVCTGAI UFAD G6TF IIf111(zF __ 4!7)l1
DEPTH DESCFIPTION OF MATERIAL . SAMPLE lA6ORATORV TE5T5
FEET rSURfACE ELEVA710N 10.3. 2' -
/ M WL NO. TYPE W D P? Ou
CLAY6Y SAND, a little gravel, dark grayish
brown, soft
(SC)
1
FA
1
CLAYEY SAND, a little gravel, brown, medium
(SC) Z FA
2
SILTY SAND, a little gravel, brown, moist
(SM)
3 FA
6
SAND, £ine grained, a little gravel, light
hrown, moist (SP)
4 FA
9
End of Boring
WATER IEVEL MEASUi1EMENTS $TAHT 6-5-78 CoMPLETE 6-5-78
DPTE TIME SDEPTHD CAS
DP'TN OEVTH BP4EDCIEPTHS ?EVE? METHOO 6 FA 0' - 9' ? 1.40
6-5 1:40 9' 8' ?o None
to
?o
to CAEW CMIEF He land
I WcwoMwEU,Vtvue SOILeXPLORatlOrl ST GAUI.MN 55114
SE47(77-8)7 ??
LOG OF TEST BORING
JOBNq 120-3220 yERTiCALSCALE lrr 21 F3ORINCiNO 3 -
PaoJec. PROPOSED TREATPtENT SYST h1 N R f,ATF HOllSP -- M720
DEPTH OESCRIPTION OF MATERIqL $AMPIE LAAORATORY TE5T5
IN
FEET
?SUNFACE ELEVATION IOZ. ?J ' .,
N
WL
NO.
TVPE
W
D
Ou
PL
SANDY CLAY, dark grayish brown, soft (CL) I FA
%
z -
SILTY CLAY, brown, medium (CL)
2 FA
2
CLAYEY SAND, a little gravel, brown, medium
(SC)
3 FA
42
SILTY SAND, a little gravel, brown, moist
(SM)
4 FA
9
End of Boring
I
?
WATERLEYELMEASUREMENTS STqqT 6-5-78 CoMPLETE 6-5-78
OATE TIUE SDEPTHD OCAS EPITH CAVE
DE TH BAIIED OEPTHS ?EyE? METHOD 6 FA 0' - 9' @ I: ZS
6-5 1:25 9' ko None
Io
o
a CAEwGHIEF He land
-`--
evc?weuevevue p{JIICAF?VVP[o?Ia.a? ? ......__.__. __...
SE47 177.e1 7 mrtaerw?
LOG OF FEJ 1 13UHIIVCa
JOBNO _ 120-3224 VEFTICALSCALE 11' Z' BORINGND P-4
PROJecr PROPOSED TREATAJFNT SYSTEbt NEAR CATP HOUSE -- H720
OEPTH DESCRIPTION OF MATERIAL SAMPLE LABORATORV TESTS
GEE1 rSURiACE ELEVATION IOZ Z'
1 N WL NO. TypE W D P.? Ou
CLAYEY SAND, dark grayish hrown, soft (SC) 1 FA
?
CLAYEY SAND, a little gravel, brown, medium
(SC)
2 FA
4
SILTY SANU, a little gravel, brown, moist
(SM)
3 FA
14
End of Boring
'r 6-5-7$ COMGIETEb-S-78
WATER LEVEL MEASUREMENTS STnR
D?iE 111AE SAMPLED
DEPTM CASWG
DEPTH CAVE-IN
DEPTH ILEDOEPTHS
BA WATER
LEVEL METMOD 6 FA 0' - 14' @1.SO
6-5 1:50 14' 14' o None
o
,o
o cAewcHier He land
SE-17 (77-8)'2
661LAA/wE11nviHUE soaexPLoAation 5T FRUL.MN 5511d
?N
- - --- -
LOG OF TEST BORING
?? ?
ri?o__R NO 120-3220 yERTICAL SCALE 1
oonnnccn TncnTtlcnrr cvcmcne nicno e4nTV unncr. e7nn
_-- - I
PORING NO. P-S
DEPTH DESCRIVTION OF MATERIAL SAMPLE LABORAT0RV TESTS
fEET I
rSURFACEELEVATION 11 '
?
N
WL
NO.
TVGE
W
O
P.?
Ou
SANDY CLAY, dark grayish hrown, medium 1 FA
(CL)
1
SANDY CLAY, a little gravel, brown, rather stiff
(CL)
2 FA
'
3
z
SAND, fine grained, a trace of gravel, light
brown, moist, a few lenses of clayey silt
(SM-SP)
3 FA
' 10
CLAYEY SAND, a little gravel, brown, medium
(SC)
4 FA
14
End of Boring
WATENLEVElMEASUNEMENTS StAr+r CAMVLErE 6-5-78
DATE TIME SDEPTHO DEPTH OE TH BAILED OEPTHS WATEp
LEVEI METHOD 6 FA 01 - 141 @ 3:35
6-5 3:35 14' 13t None
?o
io
ro GAEwCHIEF [iQ land
L 661CeWwEiuvFUUE souexpLoRation ST PAUL.MN 55114
SE-02 (77-B)-3 cc?
" LUG OF TEST BORINCi
J08Np 120-3220 VERTICALSCALE 111 Z' F10R1NGN0 6
raoJecr PROPOSED TRGATNICNT SYSTEM17 NEAR htAIN lIOUSE -- fl740
DEPTH DESCRIPTION OF MATERIAL SAMPLE LABORATORYTESTS
IN
FEE,
rSURFACE ELEVATION I IO. J'
I
N
WL
NO.
TYPE
W
D
p.?
Ou
SILTY CLAY, dark grayish brown, soft (CL) 1 FA
?
?
-
SANDY CLAY, a little gravel, brown mottled
to brown and gray mottled, rather stiff
(CL)
2 FA
4%
z
SAND, fine to medium grained, a little
gravel, brown, moist (SP-SM)
3 FA
8
CLAYEY SAND, a little gravel, brown, medium (SC)
4 FA
9
End of Boring
6-7-7$
6-7-78
WATENIEVELMEASUHEMENTS CAMPLETE
sTnar
OATE TIME SAMPLEO
DEPTH CASWG
DEPTN C4VE-IN
DEPTH BARED DEGTHS WATEq
LEVEI METMOO 6 FA 9:35
6-7 9:35 9' 7 z o None
o
o
CHIEF Jungwirth
A
?o Ew
C
??lC4QAWEL1*VfNUE SQ1L`ArLV^CJLIV, I SI YNUI.Mrv JJ11+
3611(77-8) 2 cxx?
" LOG OF TEST BORING
JOP NO 120-3220 VEPTICAI 5CALE 111 2 1 BORMG NO P- 7
PROlECT PROPOSED TREATMENT SYSTEM NEAR btAIN HOUSG -- #740
OEPTH DESCAIPTION Of MATERIAL SAMPLE LABORATORV TE5T5
FEE1 rSUFFACEEIEVATION 109•7'
? N Wl NO. TYPE W D P.? o.
SANDY CLAY, black, soft (CL) 1 FA
?
z
SANDY CLAY, a little gravel, brown, medium
Z FA
(CL)
:
SILTY SAND, medium grained, a little gravel,
brown, moist, a few lenses of clayey sand 3 FA
(SM)
3
SAND, medium grained, a trace of gravel,
4 FA
brown, moist (SP)
5
SAND, medium grained, a little gravel,
light brown, moist (SP)
5 FA
8
CLAYEY SAND, a little gravel, brown, medium 6 FA
9 (SC)
End of Boring
WATERLEVEIMEASUREMENTS SrART 6-7-78 CAMPLETE 6-7-78
DATE TIME SpEPTno
I
OEP??H
OEVPTH
BMLEODEFTMS
WEyER
METHOG 6 FA 0' - 4' @ 9-50
6-7 9:50 9' 8' ,o None
io
,o
?a CREW GHIEF Jun W1Ttt
t1
fC-09 1T].PI J
_
sczCRror.+wEiuvEVUE "J' UILC]CI?VFiON?.l? ? o? ••••••...... -_..
LOG OF TEST BORING
JOP NO _ 120-3220 VERTICAL SCALE 111 Z' BORINC ND P-$
PROJECT PROPOSED TREATM1fENT SYSTEAI NEAR MAIN HOUSE -- #740
DEPTH DESCRIPTION DF MATERI<.L SAMPLE LABORATORV TESTS
FEET F SURFACE EIEVATION 108.4' N WL NO. TYPE W D Ou
CLAYEY SAND, black, soft (SC) 1 FA
CLAYEY SAND, a little gravel, brown, medium,
a few lenses of sandy clay (SC)
2 FA
4
SAND, medium grained, a little gravel, brown,
moist, lenses of silty sand (SP-SM)
3 FA
7
CLAYEY SAND, a little gravel, hrown, medium
(SC) 4 FA
9
End of Boring
WATEHLEVELMEASUREMENTS STnA1 6-7-7$ COMPLETE 6-7-7$
DATE TunE OFPTH BAILEOOEPTHS WEyER METHOD 6 FA 0' - 9' ?LO:iS
6-7 10:15 t ?0 n
m ?o
?o
?o CREW CNIEF aJUil W1rt}1
aezc+wweuev[aue ?1JILCJIF'L6JP4o???+? • ... ...__,.__ _'..
mHi011V
LOG OF 1 EST BOFtING
JOB NO 120-3220 VERTICAL SCP.LE 111 ` 1 60RING NO 9
PAOJec. panrnSFn TarUnIrr.rr SYSTFAI n!Lnu MIN 11p'Icr e;:Ap
DEPTH DESCRIPTION OF MATEFiAI SnMPLF LAPORATORY TESTS
fEET ?SUAFACE ELEVATION 106.7' N WL NO TvPE W D p- Ou
L
FILL, mixture of SILTY SAND, SANDY CLAY
1 FA
and CLAYEY SAND, a little gravel, brown
and black
2 FA
2
SAND, medium to coarse grained, a little
gravel, brown, moist, a few lenses of
silty sand (SP-SM) 3 FA
4 FA
6%
z
CLAYEY SAND, a little gravel, brown, medium
(CL)
5 FA
9
End of Boring
6-7-78
6-7-7$
WATERLEYELMEASUREMENTS CoMVLETE
5rpqr
S
O '
, CAVE-IN wATER b FA 0' - 9' @ iQ:?J0
DATE T??E OEPTH DEF
T
H BAILEOOEPTHS
LEVEL Me*?oo
6-7 10:30 9' 71' ro None
o
o
o CREW CHIEF Jun wirth
SE47 (77-8) 7
U
W C4WwHLAvFHUE soa exPtoaation ST PAUI. MN 551
Corfl4?Iw?
WG Or l t5T buhIhlca
JOB NO __124-?ZZn VERTICAL SCALE 1t1 z 1 F10AING NO lO
caoJecT ARIiA NEAR EXISTING TREATDIENT SYSTGh1
DEPTH DESCRIPTION Oi MATERIAL SAMPLE IABORATORY TESTS
FEET rSURFACE EIEVATION 99.51 _
t n, WL NO TYPE W D P-? Ou
FILL, mixture of SILTY SAND, SANDY CLAY
and CLAYEY SAND, a little gravel, brown
and black
1 FA
4
CLAYEY SAND, a little gravel, dark brown
(SC)
2 FA
6
SILTY SAND, fine grained, a trace of gravel,
brown, moist (SM)
3 FA
10
CLAYEY SAND, a little gravel, brown
(SC)
4 FA
14
End of Boring
WATENLEVELMEASUREMENTS 5*na1 6-7-79 CpMaLETE 6-7-78
DATE TiME DEP'TM
CAVE-IN EPTH
D
BAILED DEPTNS
?EVE?
METHO6 FA 0' 9' a1 11 :3O
6-7 12" to None
K to
tn
ro CREW CHiEF ,Jll2l wirth
SEd7(7]-B)7
eerevwweueVENUE ?J?JIL CAF'LVAO??v? ? .,. ...__.."_" '"-.
m?T1IB1?'
GENERAL NOTES
DRILIING & SAMPLING SYMBOLS LABORATORY TEST SYMBOLS
SYMBOL DEFINITION SYMBOL DEFINITION
C.S. Continuous Sampling W Moisture content • percent of dry weight
P.D. 2-3,'8" Pipe Drill D Dry density-pounds per wbit foot
C.O. Cleanout Tube lL. Pl Liquid and plastic limits determined in
3% HSA 3'h" I.D. Hollav Stem Auger accordance with ASTM 0 423 and D 424
4 FA 4" Diameter Flight Auger ou Unconfined compressive streneth-pounds per
6 FA 6" Diameter Flight Auger square toot in accordance with ASTM 0 2166-66
2Y? C 2'h" Gasing
4C 4" Casing Adlitional insertions in Qu column
o,M. ori inna rnLid PQ Penetraneter reading-tons/square foot
J. W.
H. A. Jet Water
Nand Auger 7s Torvene reading-tons/square /oot ,
NXC Size N% Casing G Specitic gravity - ASTM D 854-58
BXC Size 6% Casing SL Shrinkage limit - ASTM D 427-61
AXC Size A% Casing PH Hydrogen ion content-meter method
SS 2" O.D. Split Spoon Sample O Organic Content-canbustion method
'
2T 2" Thin Wall Tube Sample Grain size analysis
M.A.
.
3T 3" Thin Wall Tube Sample C
One dimensional consolidation
•
Qc
Triaxial compression
•See attached data sheet and/or graph
WATER LEVEL
SYMBOI -'W
Water levels shown on the 6ai ng logs are the levels measured ia thB bwings at the time
and under tlie conditions ind icated. In sand, the indicated levels can be considered
reliable grourxf water levels. In clay soil, it is not possible to determine the ground
water level within the nomal 6cope of a test boring investigation, except where lenses
or layers of more perviaus wa terbearing soil ara present and then a long period of time
may be necessary to reach equilibrium. Tharefore, the po5ition of the water level symbol
for cohesive or mixed texture soils may not iMicate the true level of the grourd water
ta61e. The available water leve l inforrretion is given et the bottom of the log sheet.
DESCRIPTIVE TERMINOLOGY
DENSITY CONSISTENCY
TEPoN "N" VALUE . TEtiM "N" VALUE
Very loose 0-4 Soft Od
Loose 5-8 Medium 5-8
Medium Dense 9-15 Rather Stiff 9-15
Dense 16-30 Stiff ' 76-30
Very Deree Over 30 Very Stiff Over 30
Standard "N" Penetration: Blows per foot of a 140'pound hammer falling 30 indies on a 2 inch OD split spoon.
RELATIVE PROPORTIONS
TENM RANGE
Trace 0-5%
A Little 5-15%
Some 1530%
With 3D-50%
PARTICLE SIZES _
Boulders Orer 3"
Grave I
Coarse
Fine p4-'/."
Sand
Coarse p4410
Medium ' p10440
Fine p404200
Silt ard Clay Determined by plasticity
Chametenstics
Note: Sieve sizes shown are U.S. Standard
SEi(70A)
?
,
?
,
'
,
,
,
'
,
,
'
?
,
?
i
,
,
'
' CLASSIFICATION Of SOILS fOR ENGINEER{NG PURPOSES
ASTM Designation: D 2487 - 69 AND D 2488 - 69
(Unified Soil Classificatim System)
Major diviaions I N?i,
c ?
? GW
O q
U ? m
? y c
.
N m
m
?
N ?
m u GP
j 8 Z
C
W ? D
m
GM
m
g E ._
o m
W «
;
m y
- o
w°
Z ?
>
GC
c
? o
?
C9
ig C
?T m
SW
A 6R
U _ c
A ` ? 0
m m n V SP
D
m
N
sm
c 'p^
? 4
m ?
L
3
O
2 N
W
SC
I
r
`;A
d
I' m
0
?p N
I N O
Z
c m
m N
NW
?y 6
C m
?y O
E
`o
0
?
m
a
N
?D
V?
v 1c+
y E
m?
?
J
?
C
?
0 ?
V ?
9 ?
m m
« '= E
N ?
a
a
J
), U y
-
'Fym c
m
_ `o
Typical nsnes Claasificetion aitsrie
Well-graded gtavels and 9reaterthan4;
Cu
gravel-sand mixNres, little N
o D?o
(p30fZ
or no fines ?? C- between t end 3
Z
o
N OtoxDeo
Poorly graded gravels and 9 ? .
gravel-sand mixtures, little = ?
U
? Not maeting both criterie for GW
Of f10 fll1B5 y f
/1 W
U Yml
?
C N y 0 ?
Silty gravels, gravel-sand- g' Atter6erg limits below
"
"
si It mi ztures c7 a.? A
line or P.I. less ptterberg I i m i t s plot-
m?; ? p p than4 ting in hetchedarea
bo
l
a
ifi-
d
li
C I a y a y g r a v e I s, gravel - Atterberg limits above
"
" re
r
er
ne c
ass
cations requiring use
of dual symbols
sand-clay mirztures B''• line with P.I.
A
• • •
` greater than 7
o . . .
Weil-greded sands and gra- N
'^ ? m.
° greater than 6:
Cu - ob
velly sands, little or no ? m'w '
0 ?
z
(D30)
fines o ?
o Eetween 7 and 3
Cz=
o g N m 5701[060
N
Poorly graded sands and
? Z Z o
gravelly sands, little or no w y y N Not meeting both criteria for SW
f111C5 ? h $ Z
U aF N w
Silry sands, sandsilt mix- < < Atterberg limits 6elow
"
"
-
?res ?a 0 N A
1 ine
or P.I. less qtter6erg I i m i ts plob
than 4
ting in hatehed erea
H o 8 are borderline classifi-
J ? m CBtiOf15 rEGuiring u5C
Clayey sands, sand-clay
mixtures
Inorganie silts, very fine
ML sands, rock flour, silry or 6<
clayey fine sands
Inorqanic clays of low m 5C
?di"?" Plasticity, gravelly
CL clays, sandy elays. silry
clays, lean clay,s
4(
Orpanic silt5 end organic 0
?
OL 5ilty clays of low plasticity -
•t 3C
Inorganic siits, micaceous ?
MH
I or diatanaceous fine sands °-
Of 51l(5. 0l85tiC SIlS$ ZC
CH
OH
Pt
Inorganic clays of high 10
plasticity, fat clays
7
4
Organic clays of inedium to 1 0
high plasticity
P6at, muck and other highly
orgenic soils
Atterberg Iimits e6ove of dual Symbols
.•A•• line with P.I. graeter then 7
Plartieity Chart
For classification of fine-grained
soils and fine fraction of coarse-
grained soils.
Atterberg Limits plotting in CH
hatched area are borderfine
clessifications requtring use of
l
symbols.
dua
Equation of A-line:
PI =0.73 (LL-20)
OH an d MH
;P
CL
C L-ML ML arW OL
0 10 20 30 40 50 60 70 BO 90 100 I
liquid Limit
•Besed m the material passing tlie 3 in. (76 mm) siove.
?
s ? ExA3r aom ?
„??E ,? a
T P36 ? ? ry? ? ? y? ? ?
Q
? F
.Sr /W/iW
TY:
?- ? ND?ICSE
... . ., 1 ? ? . ,r i ?
t
E?
1?ui Oh.?l k`v
?- Q
a
7
(D
2103
/ ? '
'
?
T /B6.?
//l
?
'
.f
Zac
\
V l
?
? /,
?7
? \
SaErcH i aF 3
.SEC TDB ivo. /ZD - 32ZD
d
i%
, /
'
1
,
,
,
1
1
?
?
?
1
1
,
'
,
1
1
1
1
soa exROFeaov?
OOf,.•.rM
?
/7 ?NO•
-? 4
?
?
?
p 4
? -? •
?
?
?,usr. ?TSM.E`L. /G??.D'
GATE FL. ?F' 6.4.2AGE
Hc?ccsE
# 7ZD
ORIYEH/i4Y
.SKETCN Z oF 3
SOIL TEST BOitINGS J08 N0. /,zQ SCALE: CMECRED er ?'?G
SE-Il 03b
SV0. C711'i?Ji'?O?I{JI ?
mTP?M
/
?
TBM. EG. /ao.o ?
FL. OFGARA6E
?
AQ , 'Jdr ,
1 P-7
-.
S•c&rc'rr .3
SOIL TE$T BORINCS ioe No. /.ZO -32.z0 SCALE: ??' I DRAWN 8Y CNECRED BY
§E•1{ p0A1
Note : AI I tovers 8 tords
sealed gas tight.
Controls are mounted on
separate cover-can be
removed withouf disturbing
pumps or piping
2" P.V.C. discharge
to drain field
N.E.M.A. three coMrol
ponel ( dead front )
1 11
? Pump covers ( 13 dia. openings )
?
Sump cover
•-•-- - - ??? ,
TOP VIEW
/Provision for locking
-,:; .,_?alarm to be mounted
inside house.
?'•M
, "T" bar guide rail,
supply
4'-0"
2" P.V.C. discharqe
to droin field
I .
3=0 '
(4) mercury float conirols
Bonesfroo, Rosene,
Anderlik & Assoc., Inc.
Consuliing Engineer5
S1. POUI, Minnesofo
36" dio.
min.
SIDE ELEVATION
No Scale
??
?-3 vent
er
,r Sump cover
21 ball check valve with
hydraulic sealing flange
4 " inlet
lz?•
3?-0
(2) I/2 HP., 23011, I ill'
submersible sewage pumps
STANDARD DETAILS
SEPTIG TANK EFFLUENT
PUMPING STATION
Revisions Plote No.
5-30
325 ROOSEVELT STREET N.E.
?
PR ON INC. ?
331-1411 MINNEAPOLIS, MINNESOTA 55413
SPRINKLER SYSTEM
FOR
WARREN P. EUSTICE HOIISE
Slue Genti2n Road
Egan, MN
CALCULATION SHEET - PUMP - TANK SUPPLY
INDIVIDUAL
LOSS NET TOTAL
STATIC GAGfi PRESSURE 65 PSI
PiPE SIZE 1"
ELEVATION LOSS (36 ft.x0.434) = 15.62 49.38
PIPING LOSS - PUMP TO PARTHEST SPRINKLER
1" SIZE, 125 ft,x0.14 = 17.5 31.88
VALVE AND FITTING LOSSES, PUMP TO FARTHEST SPRINKLER
TOTAL EQUIVALENT
SIZE QUAN. DESCRIPTION FEF.T
1" 13 90 Ell 39 .
6 Tee 90 Flow 30
1 Gate Valve 1
1 Check Va1ve 4
TOTAL 74 FT.
74 ft.x0.14 = 10.36 21.52
REMAINING PRESSURE MUST BE AT LEAST 20 P.S.I.
?
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. , ~ . . ~ i NEWQBY C€RtIPY .TNAT TM19 Pi AW a ~9~ YHAT~W[0~ ~ BY N@ ~ SURV~Y ~ ~ ~REVi310N$ ~j . . 6R UNDER MY QIRECT BUP@RVISOH HD A 4 OUIY ~ IQ //pj~,~^`~'~:~6t-Ge~l~ ~~Q~I ~ ~ ~ ' V9~613TERE0 PWOFE$SlQNAL EHGIHEBR UNO£R ~TM@ bA~O~OP ~ DRAW~1:~~ j c ~ ~NB~$' z~~ ~o~ESt~oo~ ~os~~~~ ~~n~R~~x ~ ~s~oco, i~cA EAGA , I NESQTA ~~~s ~sTAT~ ,
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