HomeMy WebLinkAbout2004-07-06 P & Z Packet
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'l~,La6uAied 1857
PLANNING AND ZONING COMMITTEE
MEETING AGENDA
TUESDAY, JULY 6, 2004
6:30 p.m.
I. CALL TO ORDER
1. Roll Call
II. APPEARANCESIPRESENT A TION(S)
1. Chairperson Hanson Welcoming Mr. Jeff Hanzal to Planning & Zoning
III. PUBLIC HEARING (S)
1. Centerville Redi-Mix, Mr. Dennis Shudy (Site Plan Review)
IV. OLD BUSINESS
V. NEW BUSINESS
1. Mr. Hal Liebel, 7297 Main Street, Request for Letter
VI. DISCUSSION ITEMS
1. Ordinance #4 - New Format (This item will be discussed at the next meeting)
VII. CONSIDERATION OF MINUTES
1. June 1, 2004 Planning and Zoning Meeting Minutes
VIII. ADJOURNMENT
CENTERVILLE
~~ ~Aa)rY/
RED I M I X INC.
~
g
~
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ENGINEER
[STEPHAN
ENGINEERING
1262 North Court
New Brighton, MN. 55112
Phone: 763-636-6867
ARCHITECT
LAMPERT
ARCHITECTS
13837 NE Lincoln 51.
Ham Lake, MN 55304
Phone: 763-755-1211
OWNER
CENTERVILLE
RED I - M I X INC.
Dennis Shudy &: Kirby Sell
Phone: 651--407-8646
CIVIL ENGINEER
METRO LAND
SURVEYING
412 Eost County Rd. D
Little Canada. MN 55t 17
Phone: 651-766-0112
~~
CEDAR STREET
VICINITY MAP
NOT TO SCAlE
410.1.3
. ~e.!2.9'~8.!. _
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18!l
.n....
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LLi8~~~~C
1 - 1 SETBACK
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DO'NNsPOlIT, SCUPPER
AND SPLASHBLOCI<,
'IEIflF'Y OUANnn- AND
lOCATIONS wi C~A~OR _
\'
~
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NOlt:
NO i),l,Rf<ING SETBACKS
ON ll-lE P~oPERTY
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20' o.
20'-0.
WlNI),lUAI
BUI\JIING
SETBA:~
8"'
N~
I ) 0.1, )\10.1.' ID,I. 110.1. I
.1.\ L_JIL_J L_J L_J
.J I PROPOSED
, SUWNG
I 10,J20 s..,
(51OPE : SLO:O: -0. ~
OJ. I
_J
40HCRElE
PA\IIN7
:zo'-O.
42'-0.
21' 1-%
28.-0"
\ OJ.
L
,
"'
I
~ ___.....J I
---- ::N:ANDUTlUp I
b ~ ~ ~ ~~~NJv.,~;lFY wI -4
~~~~ -
: _L _~
o-ID Of alRS
~
, END Of CURB
~
8612 CURB AND
CUTTER SEE 21-"
CEDAR STREET
EXISTING ACCESS DRIVE
TO 8( RfllO\'ED. V(RIFY
wi CONTRACTOR 6: OWNER
\
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/I~~ ~
@SITE PLAN
Al SCALE: I - 30-0
NOIlTH
o
GE:NERAl INFORYA nON
Nola: En.-9r lhrqu~'" CcmpJa; lWrIg COIotdlK:lo rz 2.5 1l.a1_ 1. (A Commu,igl B..lding)
C;wnplIonCllSl)tlwcre~ortlleU"...._lllEner.yCode
A Pn:IjRctloxatilln: MclrGCQ"ntr;~COio>tDI<I'Zm<t'6}
8. HlOlt~ D... Da)'C asm (Base G5 F1
C, ColII~lI Ooqee Do)lll: M4 {BlISlI 65 f1
REQUIROlENIS
ThlFlIIlomgClllQ.dCllionsAssJmeThllt;
COMMERCIAL PLAN REVIEW FOR
BUILDING ENVELOPE COMPLIANCE
@B612 CONCRETE CURB DETAIL
Al NOT TO SCAlE
.-
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1, All ..bftts tI'ld P_lrollGn,. ~ Caulked. Gosbted,
WeoUl.-IlrjIpld, or OUl....,. s.Hd
2.~ondD~"..c.tifiedO'JWelllhj~e
R."'-"-'b
~ t.:.nPtl'\5'lI lr-'-'u IN U-lIdve51 An lClbtletlo
01 c.tilied
4.VOporRltorders:1tIwlMtlllledPll'ArdlitscllnlPlmlI
(&aolion: lena Z-7 in (gnpt Sh:lfcs)
EN\/ElOPE COlIPONENT BREAKDO...
/6
0-. S11. PIPE
AU. wi CONC
ROUND ToP
\
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~
PAINT SClU.ARD
,
"'
'oEH1CJ:ID
"""'"'
UP TO S200flHE
FIlt\llClATICft
-<> CG-lily ... -,
P.nnet. R-_ R-YduI U-\Iolul
CONC. SI..A8 lo.J20d. 22' '00
HCIS-O 12.840d. 0.013
.W ,., 298s.I. ""
'h' .'"
96..1. .'"
1.4&I...L .",
o.c..HCl5.0 Jas.1. ....
1n..IoUtI'l 51);)"-0" ,'-,
ON STAllS AWACENT
TO S'-O- AISLES ONlY
1
~.
t;'
12-. FOOT1NG
~
RESUL IS
Al1Ie~hssQ-1he0alrin;,27%a.II.Imrl~
@~E?~!~~~ PARKING SIGN
~ ACCESSIBLE CURB CUT
A1 SCAlE: 1/4 .. 1 0
@6" BOLLARD DETAIL
A1 SCAlE: 1/2 .. I 0
COMMERCIAL PLAN REVIEW FOR CODE COMPLIANCE
GENERAL INFQRWA TlON
A..!'Ro,{CTNA.IIE: c..t....uleRedi-..I.
8.!'RMCTlOCATICtl: Cen\.-...ne,Uo'U.eso\o
C.lON/NGAND/..AHDUSC; h<tJrlriol~~I(l-I}
O. LOT SIZE: 1.9J -""'I 84.071 ~f.
E.GREENSPACEOOVERAGE: 46,S47s./.j84.0ns.t_55.1'.'.:
~. BurlOING COVERAGE: 10.320 sJ./84.0n Sol. _ 12.Jll:
APPLICABLE COOES,
A. JSC W\Am All8iDUfNTS
8.CDITER.'4..lE.l:et.lING~ANCE
C. U1NNESQIA STATE BlADING COOE (USBC)
D.l.IHOPUJUBOO;COllE
E. NATIONAl mctRlCAI. COOE (NEC)
r. INTERNAnOOAl OIERCY CONSERVATION CODE
C. INTERNATIONAl ARE COO(
H. UUC W\UN N./tNDwtNTS
.J.Wsac.OiAPTE:RIJ07-ElEVAIORS
K. IISSC,OlAPTE:R U41-ACCESSlBlUTY
L lNTERNATlCHAlIlEOlANICAl CODE (lIolC)
2000 Edition
CurrenlEditior>
200JEdition
ZOOJEdHion
2001 Edilion
2000 Edition
ZOOOEdition
l1X11Edlllon
200JEdition
2003 Edition
2000 Edition
BUILDING Cl.ASSInCA TlON
A.. OCCtPANCY CROOPS/ TYPE Of CONSI (IBC O'lp\ J '" ISC Chelt 6)
(Note: ForTh.Pu'llO$flOIThlISoc:Ilcw>.Ar_Are TlIkon To The
hl.na ~ou 01 E:d.ner 'Noh And In~dIs ""80S Beh:r. Op."
ClInopielf,AoorCon1i~()-Sm~Overhlll\93WithllUIWoIs.)
I.ShClp -Group,S-I
- TW' of Con.~tlan - 11-8
-Arell -7.JOl s.f. + 1.500 sJ. I.Iezzgni""
-Prop~IdHlight - 24.-0.. 1 Slory
~ Ac:~ UpS (rac JOl.2) lno'u*,-
(Nooe)
2.01~ -GrOUI'S
-T)'Plo!ConIVu,lion -11_8
- ArR - 1,3911.r.
~ Prqll>>ed Height - 1'--4". I Stor,
~Ac:,_yUses(ElCJ02.2)lndude:
(NCI'Ie)
J. Botd> Am. - Grwl' r~2
- T)'PI 01 ton.Ir\ldJcn - I-B
- Ana - 1.102 11..1.
- Prop_~Heighl - JO'-O', I Story
- kcaaory Usn (IBC J02.2) IndudS:
(None)
4. IIbed O'Olpon', (ElC J02.J)
(None)
:5. Incidental Uses (tIlC JO:2.I.I)
(None)
B. ARE-RESlSTANCE-RATED CONSTRlJCtIC>>I
1.r-r'llWllUI(1ilC105)
- Not RlqUnd-
2. f"r.Berritrs(iSC 7(0)
- Not Requ..ld-
J.'Il"'IIPortIUcn,.(I8C704)
- Mot RlllJ,litecf-
4.~1~9tl_..b(1BCTabl8I601.t602)
V-l Rolin
OHou~
o H",,~
'"~
WeIll OHw~
WIll,. OH"""
OHw",
,-
5. EltlerigrWollOl'lI'in9l(1ilC.7I)4.8)
- Slpllrotlon D;,.lllr\Cl 20-2~ het
~"""..~..
UnptClleded NoUmil
Pnllld..:l NolMlit
C. ROO' AND IJiTERKlR ANSi REOUIRDIEN'lS
1. U"lI'Imum Rool ~g C1ouifk:otkl> (ISC loble I~I) .. 0011 C
- (Contruclor To ProvId. 00" A Roor A=.rnbIy)
2....,in'rumWdlAftdCelInCJf'In;;,~..I(lilCTlIble!lllJ.4)
..... c.." "" Fnbh 0011
t:tU~OII~~~ Oon'
UiI~C:1rridln1 Ooa C
Other Emtwol"
RQom. ll<I<l tndoMd Ooa C
......
AUTOUADC SPRINI<lER REOUIREYfNTS
A. AN NFPAIJAUTOWAlICSPRlNl<lERSYSIDIISPll.OVlDED
THROlJQK1JT 'H lJJlUlINO(lilC9ClJ.J.I.1)
,. RlqUitlll P. Oty Adoptltl'l of YS8C o.opl_ 1306
-1h~ClUllhtbuld'J>9"'..lh.l'nllftof:fltltoini->g
~9.r.u.ondSaeeupond...llith2.000Olmcw.
9'OIS ICI\I<IR "'I 01 DooronoOlwiUl lhr..ormorl
storin In heiojll
AlLOWABLE HElCHT. AlLOWABLE AREA
(GrClUPS-I"III...Rtsbictiwf'!hGn~r-2""'CroupS)
A.. ALlOWAElLE t-ElQIT (ee TlIbIt= 503)
I. GrllUP 5-1. TJ$I"-S
- 55'-0"'. 3 StGia . Spr..k1_ ~ (\Bc 50U) ..
7~'-0"'. 4 Stor;.
B. AllOWAillE. AREA OIlC Tabtl 5031
I. CrWI' 5-1. IJPI'-B
- TlIbular ArM _ 17.:500 s...
- rl'Clftto'il" '-'- (lac 506.2)
8.1 SOl' ~ 20'
~\~-.'rJ)l~ _ o\75as.r.
-Spri1klerk>c:r_OOC506.J)
lobuhrAAoI3
2.Arwoo.lIdc
-YIholeiluil~Ar'llOa.ec;k
l0.J20;78.750 . 1J,l.'l: <:" 100:;
~
-;- 1(750 s.T.
EXlTlNG
It. DE:S1CH occuPANT LOAD {IBC 100.12.2)
I. lollll (kcupQl\b.. 91
.ons
I. Number Required (I8C 1004.2. I) .. 2
2. tUnber Ac:teUble RlqUirld (IBC 1003.2.13) .2
J.~cnl(l8CI00f.2.2}
: ::: t:: ~:: ~~ g::: g::= ~~~~:dkJ=~dIng)
of. TroYIIIO/!II~ce&lolli"numl
: ~~":~lIr~,I~-;4bBC 1004.2.5) : ~~.
5.Widlh(ThlCreoleroIT~Cannlcti'lgWidthlShllllBflUsed)
- 01Si91 Uit W"1CI1h (BC lOOJ.2.J)
Stg),wo)'!'
Other Component.
: ~:= I: ,:1:itB
-Ex:itPOIlog_ys(lilClOO5.l.J)
-Ex:iIDOlIfS(IBCloos.J.J)
.,.
.15"
. ..'
. ..'
....
. J2".... alor
48~ 11011 Nom
. llo<n
- SW.9 (I8C IOM.J.l.2)
S"1lI.Hin9'dS.~ingCkJtAtO<<IlPllnt I.oadGrellt. Thcn49
-Land"91(lBC1QO..l.J.1.5)
It'IdI.h~leIllFMln'Mdlbo1Docr
L~th...orectionorTruvelNotl_Thcn44"
- Th,aholds (6C 1ooJ.3.1.6)
_ ~=: O~"oOC';~~.~ ~:r tit:,"~ "PlIrt
- Lode or lotd> (IBC lOOJ.J.1.8)
Op.robII Fromlnsidf Withcull/S:I of KnowlldlJI or"'~
IIl11\ullllyOperotld r1ulh 8oIl!1 or SurfoCll BoIb Are Prohil.ted.
-'''IExiIH~(lBC100J.J.1.9)
V",ry WI r-..e I.t!ntlal
PLUMBING FIxTURES
A N\Jl,l8ER FlXTlJltESREWIREO (IBC 2902.1)
I.BOIedOn910ccupllnb-ilu"eI.Oc;QJ~ty
- 49 remllle OcCIoIlIlI"t.
- 48 &10m Oecuponts
R ir..:l Providld
lot.. WOmetI .... Wam..
,
",0_
~,-
....
NotE BotUed Woltr lIoylle Subs:to'tuted ror llrinkin9 FlU'Itg\ns
.....Appr_dBythlilllld..gOI6dlil
HoIlc;Up To 1/2 O( ~ IlI;rler o-IJ ~r SIc Sub:a-Vluled
.........
B. LOCATION or r1ltTUR[S
I.EmpIo~f"o:IU'lI(ElC2902.4)
- Mot 1Iart1 lho;w> 1 Slor, Abova Or" B~o. RIogulor WcniAC) AnG
-TrovtIDiI~I.aan--500ft
2. Publk r-lIltl.Jr" (flC 2902.8)
- Not 1IG'e Tho;w> 1 SIllfJ' Above Or Bilow Thl Public: Areo
-1f'''''''~Il..fDJhon5Qllll
OTHER
A ACCESSlIllJ1Y(loISBCIJ4I)
I. ilu~dln9lskc:n!libll
B. WARDS (lilC loo3.2..IZ W11h Stall Am..~..ls)
1..2"" High.Wlnmum CuorQ,. ShoI a.\nI;llIIled 'IIlere A 0>0n9' In
~Dnlp.JO"~~
2. 036" KiC#' I.tinirlu... CuorQ,.g,g11 ElIlrnIllIIIed "'.1 A Cl\Qnqeln
lIvIdl Ilratl,. J(j- ()- Me.-. (R-J.. U hellng Unlb .. R-2).
CSN"[TY~(I8CZ..a;)
1.So"tJQ~SI>oIIElIIn.tol'lldInHoZllrdculloeo~~I""
Splclfied1n1ilC2406.2
0. REC'lOJNG SPACE (&lSSC 1.)J.11SOC1)
I. 24LtR~ed.Verllylntr.orl.o=lionW/o..nlll"
E.F1AEAL.AJn,IAI<<lllElECTOI.S'l'StalS(lEIC907.2)
,. NotRlqUirtd
r.SOJ!<<lTRANSI.IISSICfI(IBCI206)
I.WaIJ;.Parlil\llflLo;w>dnoor/C4lil"lI~itsSeporot"IJOweRill9
Unl\sFl'CIlt\ Eoch Oth., or From PWIic; or ~ ""- 9>011
Ha.,. ~ SIC Roti'lg 01 Mot L-. Then 50
G. PARNlHG NtD MAHE\J\'ERaIC tCenI.... 2C1fli">9 Ordintl"e}
I. Poni'l9Sl.oIIClIItulOUllft
Of"" 1StoIs
1,475 LL 0~/1000 ....
WAHlIFAClURlNG 9Slols
Il.845 s..'- 01/1000 ..r.
otlll S\~IR....irl6 16510llJ
otlllSlIlllPrI1Wldld laSllIb
(1BC'"r:: ~)t P. 1-25 Stoll IStCII
2. Sl.1II SID J. ..... Sin 4. Striping
- ~-o" I ~-O" - Zt'-D" - '"llhll.~..
5. Pa......to..;.,.
-AlDriwAill...PorIcngAr_Andlnlek<l'llU...-InCJ""-
10 Be Ccng'ftL v.ify n.,,*,- R,quirwd III~ ThG
ChIiI Eng..... CUyEng...... And Conlroc:lar
--
LAMPERT
ARCHITECTS
131!131 Nt Lincoln Str..t '5E"
Ham Lclk.. MN 5530' ._.
Ph.....,US.7ss.rll1 r...,nJ.7n'.144e
kr",...rlO"'m~or1_"..,h._
ARCHITECT CERTlFICA.TlON:
I HCtE!ITt(RWY THAT THIS PI..All.
Sl'(ClflCl,7!ON0RRCPORrll\lS
PlI[:PAIlEDlJY.,tORUO<<R.,TlIIfl'to:T
SUPERVlSlQN AHOtHATI~" DU~y
~$EtI~JtCTI.MIVlTHE
I.../lWS r:I' THt STATE OF' llN€5Ql....
.--
LEtHARDl.../lIlpt1lT
"...
u:noSENII.
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.... X
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0.000
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a:l...J
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~::~tlol::.. A"""~'.. '.A..
ProjK.t DlIIsi'iln.-:e.. R.
Dra_ By: ECO
o.wdl.d By: LL/lUL
R....lian.
05.11 04 PRElJl.IIHARY
08.01.04- BID SET
015.04.04 crr St./8U1TTAI..
08_IB.1>" ISSUED
SITE PLAN,
CODE COMPLIANCE,
AND DETAilS
Sheet Number
A1
Project No. 040305-2
~~0~~~~~
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L_JL_..lL_JL_JL-J
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PROPOSED
BUILDING
CEDAR STREET
\ \
1 LANDSCAPE PLAN
L1 SCAI...E: 1 - JO 0
NORTH
o
PLANTlNG SCHEDULE
QrY. KEY COl.lMON NAUE BOTANICAl NAME SIZE "THO RE"ARKS
J .. SU...""" ""'''''''''''''' ,,' III
, .. """"',"" ACERPlANTlNOIDES"Pa<<l' ". III
J sse SPIlIlQ SNOW CRAB UAlUS SPRINC SNOW ,.. III
J as ..UESPllUCE PlCtAFATAUlERT " III
" " CCl.Of"\.A/,t(SPIREA SPIRACA.IAPCNCA'CCl.IF\..AiI[' " can.
" IlCJ auEQlIP JJNPER _s o.UEO<P " can.
IANn<:r.APF NnTF""
,. SOl) AU. DISTURBED ARUS.
2. UNDERGROUND IRRlCAlION SYSTDl TO BE PRO""DED FOR AlL SOOOEO AAEAS .Ii: NEW Pl.ANTlNGS.
3. PRO..,OE 'M>OO OR ROO< IN All SHRUB PLAN liNG ARE-'S. ROO< TO ENCOMPASS SHRUBS ,]" OEPllt
,
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SAUCER
PLAHlING SOIL \II1TH
FERlUZER
ROIDVE WIRE AND PlASTlC
.t
!
~
.i
e
2 SHRUB PLANTING DETAIL
L1 NOT TO SCALE
@ TREE PLANTING DETAIL
L1 NOT TO SCALE
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1-
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......-, I
WAll UOUNTED DOWNCAST UGHT
RXTURES, ~rFY HEIGHT
AND STYLE wI CONTRACTOR
(11 lHUS) /
- -,_/-~-,_........./
410.13
_ N~~'J~ _
,
,
I
{
,
I
{
1 I r-......
,,,
~J.,.I
LlAlNTAlN TREES NATURAl
FORU BY PRUHWC
BRANCHES flUSH 'MTH BAAl<
PRUNE FOUAGE ONE THIRD
DO NOT cur LEADERS
STAKlHG AT CONTRACTORS
""'"
PAPER TREE WRAP
SHALlOW MULCH NEAR TRVNK (I INOi)
WULOi DEPn-t 4--6", Ir F'ROU TRUNK
WULOt TAPERS TO 2"-3" OEPTH . PERlWETER
EllI5TWG~
I
-.I
1 \1 II II \1 \
L_J L_J L_J L_J L_J
I'
S:S ....
~;>
~
PROPOSED
6UILDlNG
CRACE PERlumR CUT
'"-2- DEEP TO HOlD WULOi
'\ \
PlAN TlNG SOIL ..IXEO 'MTH
WIN. 50:11: EXISTING S1lE SOIL
AD-IlE'JE PROPER SOIL TEXllJRE FOR TREE.
F UNlCNOWN, Y1X A SANDY LOAM SOIL
4 SCHEMA TIC LIGHTING PLAN
L1 SCALE; 1 _ 3D 0
-.;o.D---.--
SM'9'Ja
CEDAR STREET
NOIlTH
o
NOTE: UGHTlNG SI-IOWN FOR SOiEi.lATlC
PuRPOSES ONLY. UGHTlNG IS OESlQ4 BUILD BY
ELEClRICAL CONTRACTOR. CON1RAC1OR
TO PRO\IlOE CUT Sl-lEETS ~ RXllJRES AND
PHOTOUETRICS PlAN TO THE OTY AT tHEIR REQUEST.
NOI'E:
PR0'v10E IUJAlINAllON AT EACH OIT OISQ-tARGE. EACH
EXIT OISOtARCE SHALL BE Q.LUIolINATED AT ALL TlUES
THE BUILDING SPACE SERVED BY tHE WEANS OF EGRESS
IS OCCUPIED.
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tlO..!. nl
c: Cl ~
0_ W ell
"'C c.:::: 2
::lw~
CO...J
"'C::::!
~~
ow
0.1-
o Z
... w
c..u
JI
os;
~
C
ell
U
Projlill;l O...il;Jner:B.... R.
Drown By. [CO
o.edc..d By. LML
05.11.04 PREUl.IlNARY
06.01.04 BID SET
08.04.04 CITY SUB...1TTAL
06.18.04 ISSUED
LANDSCAPE PLAN
AND SCHEMATIC
LIGHTING PLAN
Sheet Number
Ll
Project No. 040305-2
~ I ~ f 1 .l f
110'-0.
46'-0. 48'-0'
16'-0' 2a' o. 20'-0.
20'-0" ,,'-<t' 8'-S" IZ'-O' 4' O' 12'-0. 4'-0. 12'-0' 4'-0' 12'-0. 4' o. 2'-"
12"-0'
1
CONe. FILLED p~
STAIRS. 21 RISE S 0
6.74" _ 11'-9 1 2"
lREAD _ 11", H ORL
Hr. 034"-38" BOvt:
~:N~=g:A1~ ~~ND
5T~R oP€NING 1
- ------<>I'O-;.'~- - - - - - - - ----;:'001'-
~
~ Dec.
1 1
,
II
o
,
il
.
^'
s". CONe. FllLfD
PIPE 8aJ..AROS
(18 THUS)
...
~ I
lZ'-0x14'-O. I
OVERHEAD DOOR I
1
1
1
1
1 1
L_______J
1
I _OX9"_O.1
OVE HEAD oar
1
1
1
1
1
1
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6 oce.
<!@
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'0
0\
s" WSY. BRG.
WAlL
0
il @
, e
"
UHE OF CANoPY
..OIlE
1S". CONe.
COLUWNS.
SEE STRUCT.
(2 n-IUS)
6'-0. (1'-0'
2'-0. 3'-0'
""-0'
s'-o.
""-4"
3'-0.
~ FLOOR PLAN
A2 5CAL(: 1/8 - I -0
NORTH
8
NOTES:
,. PROVIDE 1 1/2" FURRING OiANNns wI 5/8" GYP.
aD. AT AU. EXTERIOR orner WAlLs'
2. TYPICAl INTERIOR PARTITION WAllS TO El( J 5/8" METAL
STUDS wi 5/8" CYPSUu BOARD ON EACH SIDE.
3. PROVlO( A 29" HIGH BY J6" WIDE UIN. COUNTER AREA FOR
HANDICAP ACCESSlBruTY AT THE REcrPTlON D€SK.
4.8llLUUINATED EXIT SIGN AND EMERGENCY EXIT UGHnNG,
\o[RJFY LOCATIONS wI FIRE MARSHAL
5. 0 - FIRE EXTINGUISHER VERIfY RAnNCS AND LOCAnQNS
WI FlRE MARSHAL
1 <!@>
I 12'-0.14'-0"
I OV(RHE:AO DOOR
1
1
1
1
1 1
L_______J
$ F'INlSHE:O Fl.OOR
EL - 100 0
w
1JO'-0"
o
,
"
\'
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BATBIDOOM
6 Dec.
-~------...,
1
1
1
@>
I <1!ID
I 12'-Od4'-0.
I O~HEAO DOOR
1
1
1
1
1 1
L_______J
I 'I 1
AS c-\;
USBC 4715.1120: AN OIL~
ok Fl..AUMABLE UOUIOS
SEPARATOR SHAlL BE
INSTALLED AS REQUIRED
HEREIN. VERIF'Y LOCATION
&: IOENnF'Y WI APPROPRIA rr
DRAINS ON PlUUB1NC PLANS.
TRENQ-I DRAIN, SlOPE
CONe. flOOR TO ORAJN,
VERIFY SIZE WI CONTRACTOR
1
1
I 12'-~14'-O. @
: OVERHEAD DOOR I
1
1
L_____
98'-10"
114'-B"
'-0.
OOOR
@ll
o
,
_2"
1
1
1
YCONVEYOR AREA.
VERIFY WI OWNER
1
1
1 1
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LOCA nONS
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'VERIFY LOCA nON _ - __
WI CONTRACTOR r
1
WAll TO I
ROOF" DECK j
@
6'-0. 4'-0. 14'-0.
@MEZZANINE PLAN
A2 SCALE: I/B - 1 -0
NORTH
G
----
LA~PERT
ARCHITECTS
13837 NE Lincaln Sk..t:=:
=d~~~5-I~~l F;~;~~51.~~~
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ARCHlrrCT CERTIFICA nON:
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Rellisi"".
05.14.04 PREUiAlNARY
0&.01.04 BID SET
05.04.04 CITY SU8WITT....L
06.18.04 ISSUED
FLOOR PLAN "
MEZZANINE PLAN
Sheet Number
A2
Project No. 040305-2
PREFlNISHED ~ETAL
CAP nASHlNG, VERIFY
COlOR wI CONTRACTOR
$ TOP OF PRECAST
~. 124-0
12. PRECAST PANEl,
STANDARD RAKE FINISH
AND COlOR
CONe. COLU"'NS
(2 THUS)
$ FINISHED flOOR
~ ,. 100-0
$ TOP OF FOOTING
E..L .. 9/-0
$ TOP OF PRECAST
EL.. 130-0
$ FINISHED flOOR
EL .. 100-0
$ TOP OF FOOTING
EJ... 9T 0
$ TOP CF PRECAST
EL - 124-0
$ ~1~EfOO r:?
$ TOP CF FOOTING
EL . 97-0
I I I
========================================~t~~t========J
ANODIZED ALUhllNUhI ENTRY
WI INSULATING GLASS
ANODIZED ALUUINUU WOW.
wI INSULATING GlASS
Cd;) SOUTH ELEVATION
A3 SCAlf: I/B . 1-0
$ TOP Of' PRECAST
E.L . 130 0
$ nNIS1-IED flOOR
EL . 100-0
$ TOP OF FOOTING
EL .. 9/ 0
r===================t======
@WEST ELEVATION
A3 SCALE: 1/8 - I -0
16'-0.,,9'-0. INSULATED
OVERHEAD DOOR
D.~
PREFINlsrlED ~ET"L
CAP FlASHING, VERIFY
COLOR W/ CONTRACTOR
c=== ======================~=============
CID NORTH ELEVATION
A3 SCAlE: 1/8 . 1 0
12'-0.,.14'-0. INSULATED
~EAD DOOR (B THUS)
INSULATED HOllOW
"HAL DOOR AND
F'R"WE (4 THUS)
I I I I I
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@~T,~L~~~~ION
--
LANPERT
ARCHITECTS
6'-0.,,6'-0. CON'JEYOR
OPENING, VERIFY W/
OWNER
13837 NE Lincoln Sl~ul :a:
Hom Lok., t.lN 55304 ...
Ph...,7t3.7S5.1211 Fa.:7U.7,7.2UlI
lo"'IH''''''Io",poot-a~h.c<l",
ARCHllECT CERTIFICA nON:
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CDvrrIIIM 2004
t...na....~An:N..e1........
Project Dnlgnr: BEN R.
Dro_n By. ECO
Checked By. U/lMl
Revisions
051404 PREUMINARY
810 SET
08.04.04 CITY SUBMITTAL
ElEVATIONS
Sheet Number
A3
Project No. 040305-2
CONe. FOOll/llG SEE
STRUCT. FOR SIZE AND
RElNFORONG
~ TYPICAL WALL SECTION
A4 SCAlE: 1/2 .. 1-0
..015 BEARING
EL . 111-4
ACOUSTICAl... ctIUNG TILE
.8'-S" A..f".F.
\"ERIN SILL iliA TERIAl
W/ CONTRACTOR
1 1/2" METAl fURRING
STRIPS AND ~/8- GYP. 80.
@SECTlON AT WlNOOWS/MEZZANINE
A4 SCALE: 1/2 .. 1 0
c
~
,
e
,
k
s
, ~
- -
'"
TOP OF PRECAST
EL_ 24 -0
,
..
JOIST BEARING
L. .. 121 -10
0
,-
..
,
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II
0 1.'1
, 1..1
,. I I
I 1
I 1
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IS" O.c. " 5/8" C't'P. BOARD
JOIST BEARING ~
EL .. 111-4
B" CONe. BL.OCf<
BONO BEAill
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BEARING WAlL
wI FOOTING, SEE ~
STRUC'. ~
PRECAST 8E'YOND
X
~
'""" 0
':!
"""'"""
MEZZANINE flNISHED F1.00R
EL .. 111 9' 2
FINISHED flOOR
~ T:;' -O;~OOllNG
L" 9-4
BREAK
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@SECTION AT MEZZANINE
A4 SCAlE: 1f2 .. 1 -0
FINISHED F1.00R
L.. -0
TOP OF rOOTING
.. 9 -0
i
DOOR TRACK,
VERIFY TYPE
w/ CONTRACTOR
INSULA TU> O. H
DOOR
~ SECTION AT OVERHEAD DOOR
A4 SCALE: Iff .. 1 0
_8
LA~PERT
ARCHITECTS
lJ8J1 NE Uncoln Slroot 'i2!'
:::::7~.~:;.,~~, r;;l~~$7~~~
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ARDlITECT CERTIFICATION:
~::~~:....sPl.AN,
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UCDi'ElAA01i~cr\JlClEll.fI.tE
lAKOFTHESTATEOF_E'sor....
LECttARDLAllPERT
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Reviaion,
~
$
WALL SECTIONS
Sheet Number
A4
Project No. 040305-2
i
TOP OF PRECAST
. EL . l,)() 0
JOIST BEARING
EL .. 128-6
JOIST BEARING
EL .. 121 -10
il
SA TOo
Illllll4
'""'"
FlNISHEO flOOR
~ . EL .. IW-U
TCP OF FOOTING
L .. 99-0
@~~:n,<;'N .~~oHIGH/LOW ROOF
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TOP PRECAST
L .. 130 0
o
,
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.,
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STEEL BE,tJ,l.
SEE STRUCTURAl.
BEAU BEARING
L.. 11 6
.,
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FRAUINC AS REO'D.
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L.
TCP OF FOOTING
.. 99-0
$ TOP OF .OOllNG
EL .. 96-1f"
CONG. STOOP FOOliNG
AND FOUNOA nON. SEE
STRUCT.
@ ~~;rI,<;'N .~ ~o SA TCH ROOM
Q)SECTlON AT ENTRY
AS SCAlE.:. 1/2 .. 1 0
NOTE:
PRO'YlDE BACKER ROO.
SHIUS. AND SEALANT
AT All OPENINGS
EDGE Of' WALl BEYOND
~SULA TING GlASS IN
ANODIZED ALUWINUI,l FRAt.lES
o ENTRY
lHRESHOlD, 1:2 SlOPE MAL
WED-IANICALlY FA5lEN
lHRESHOLO 10 TRTD.
2>c SET IN FlJLl BED
~ SEALANT
TREATED 2. EXPANSiON JOINT
6: CONe. STOP
~
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ARCHITECTS
~~S;7L:~e.L~~Oln5:j~:t Iii
~_,7~,755.1211 rG><:7U.757.2U'
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ARCHITECT CERTlFICA nON;
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sPEOI'1C\TlCIl OR IlEPClltT w.o.s
PllEPM[DEl'I'Il[OII~..-rOlllOer
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05..1",04
06.01.04 810 SET
06.18.04 ISSUED
WALL SECTIONS
Sheet Number
AS
Project No. 040305-2
t8\F 1 ANODIZED ALUWlNUl,l wi
\[Y INSULATING Q.ASS
DOOR FRAME TYPES
SCAlE: 1/4 _ 1 -0
*. TEIolPERED GLASS
~ D
o ::'~~G~~~~1l wi @ ~~~TSl,lg.J~AJ~
DOOR TYPES
SCAlE: 1/4 . 1-0
*. TD.!pEREJ) GLASS
~ - "-0. IS NOT
REQUIRED UNLE.SS DOOR
HAS BOTH A a.OSURE M4D .....
A LATCHr;i--4::::6~-' ~ ~~ ~
~~,,~
! I ! ~ ~d
"
"
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HINGr APPROACH
.
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I <!} I NOT REQUIRE!) UNLESS
~ ~ 112" I DOOR HAS 90TH A
.. :::l -titt : a.OSURE AND A LA TOt
t
!
.~
~ ~ I
w,:I1 I
I '\J' I
L_____-'
FRONT APPROACH
Q~R'I:L_E~~ANCES
~
~j
~
~ n"=~"
Jj~n'. ,. "W'" ,.
11- t1-
A HOLLOW !.AETA!. 'WI
\..9 2 COATS or PAINT
A HOllOW l,lETAL wI
\:;!J 2 COATS OF PAINT
@ INSUl..A TED O~HEAO DOOR
<>
z
~
~
,
;.
,
~
THE URINAl SHAlL HAVE A QLAR ACCESS WIDTH OF NOT LESS TH-'N 30.
THE I'lWNT UP OF THE SOYA. or WAll-MOUNTED URIN.4.L SHAU. BE NOT
LlORE THAN 17' ASO"';: THE FJ..OOR.
~
"
INrrRlOR F1N1~F~
FLOCRS IN THE WATER CLOSET COUPARTLlENTS ....CC[SSl13LE TO THE PUBUC
SHAll HAIJE A ~OOTH. HARD NON-ABSORBENT SURFACE SUQ-l AS CERAl.tIC
TILE AND SHAlL EXI'ENO UP THE WAllS AT LEAST e", (IBC 1209.1)
WALLS WITHIN 2 F'EET OF URINAlS AND WATER CLOSETS SHAU HAVE A
SIoI0011-l, HARD NON-ABSORBENT SURFACE, TO A ....EIGHT OF 4 fEET ABOVE
THE FUXlR. (l8C 1209.2)
~.
'"
12" .:
I ~ ~
BACK WAlL
SlOE WAlL
CRAS BARS AT ACCESSIBLE w"'TER CLOSE;TS
LAVATORY QLARANCES
@~~~/~O~,~ETAILS & NOTES
~' ,"-0.,_. t
II :ttr
~ ~
NOTE:
27" - WALl "OUNTED TOIlET
31" _ F'LOOR MOUNTED TOILET
@~A;:,~E?,~PTROOM PLAN (TYP,)
FXCfPnON5 TO 1I" .....XlMUM.
1) THE PUSH SOE OF DOORS WITHOUT AN ACTUAl
LATQiINC "EO-lANISW.
2) DOORS WITH AUTOMAlIC DOOR OPENING DE\'1CES.
Q;)~IS~~, J~~_~ DETAIL
o "
, ~
;.., -<
01~~~C~~UM w/ @:~~c~~w w/
WINDOW TYPES
SCALE: 1/4 - 1-0
. - TE"PERED GlASS
~ "
, ~
... -<
@~~~~"'5l~~~
SUDlNC PANElS
ASBREVlAlIClNS:
PT/G'YP _ PAINTED OVER CYP. BOARD
CT/WST - CEJlAU1C lILE WAINSCOT TO 4'-0" A.F.F.
PT/BLK _ PAINTED CONe. BLOCK
CONe. _ SEALED CONCRETE
V.C.T. _ VINYl CO/otPOSlTE TILE
C. T. _ CERALtIC llLE
A.c. T. _ ACOUSTlCAL CElUNC lILE
NTL - WETAl
Q.T, _ OUARRY lILE
P/C _ INSIDE FACE or PRECAST PANEl
e.J. - BAR JOISTS
DOOR at FRAME SCHEDULE
OR,
'00
102
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3-0 w.7-0
3' 0".7' 0
03' O.7'-fi'
03' 0".7-0
J'-0".7-
03 0".7'-fi'
3-0".7 -0.
03'-0".7 -0.
03' o".r-
03'-0".7 -0"
)'-0".7"-0.
16'0.><9'-0.
03'-0".7'-0.
S-0".7'-0.
12"-0".14 0
)-0":0:7' 0
12'-0"..14 0"
12-0..14'0
12"-0".14 o.
12'-0".14'0.
12-0.14'0
12-0..14-0
12'-0".14 O.
03-0".1 o.
1H<o<
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1 ;) 4"
".
".
".
1J4"
1J4.
1J4.
".
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1 J 4"
, , .
1 J 4"
0." HCHT ....-,
ACT. , ,.
ACT. , ,.
ACT. " ..
ACT. 8'-&.
ACT. " ,.
ACT. " ,.
ACT, " ,.
ACT. 8'-6"
ACT. 8'-6.
". VARIES
U VARIES
U VARIES
B.J. VARIES
DOOR fRAME REMARKS
Fl INSULA TINe GlASS
F2
F2
F2
F2
F2
F2
F2
"
F2
"
F2
F2
F2
NOTES:
-ALl. DOOR HARDWARE TO BE SPECIFIED & PROVIDED BY CONTRACTOR
-All EXIT HAROWARE SHALl.. BE SlNCl.L HAND LEVER ST'l'LE PER
AOAAG ""J.9.
F2
.
LAMPERT
ARCHITECTS
1 JBJ7 HE Uncal" Str..t '55'
~~='1~.~~.1~~1 r;,5f~~51~~!
"'''''~I......patl-d'''''''''''''
ARCHITECT CERlIFlCAnON:
ItEREBYaJlllf'YlIIATlH5P1.N1,
5PtCFICA._OI\'REPO'ITWA!;
PltEPAREDITIlECRUNl)[RIl'l'DlA:ECT
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R...elCll'le
05.18.04 PRWWINART
08.01.04 910 SET
RESTROOM PLAN,
NOTES AND
DEl AILS
Sheet Number
A6
Project No. 040~05- 2
46'-0.
04()' O'
110'-0.
40' o.
48'-0-
16'-0.
20'-0.
20'-0.
19'-B.
'f-O"
86'-4"
A
,
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1'----- -----,
1 I I 1 :
I I 1
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I I ON " eCNbclED CUSHION I I
AS RECOUUD4DED BY TH~
: : SOUNOTl : :
1 1 I 1 I I
__________~L_____ _____~
4.-6...4'-6....36.
wi 6-14 ~. WAY
BOn.
1.3'-8.
~
~
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1 rr----- ,
I I L6. CONe. SlAB-QN-GRAD SI I
ON e" COUPAClro CUSHION 3'-0"1<3'-0"..12.
I I AS RECOUUENDED BY TH~ WI 4-14 EA. tAY
I) SOIL ENGINEER 1 ~ BOTT. J
~ ~4'-6."4'-6.>t36.
wi 6-14 ~A.. WAY I
BOTT. 4'-0."4'-0"..11
--~---------- WI 5-14 EA.. AY ,'\.
~~ I BOer. ./
I ~FTC.2'-6"..12. I I ~..,
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fr-O.d'-O"d6. 6'-6"xe'-e""15"~ ~'7.~(\- 4'-6-"4'-6."'6.~ I
.-J ~s -6 ~ -6 ..36 I WI 6-16 EA WAY w/ 6-16 EA.. WAY ~~,q wi 6-14 EA WAY
I ..t1 ~/ ;-~ E:" ~AY I r BOTT BOTT ~. eon ~
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1 I I I 8.....' W/ ,-,. -L I
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ON 6" COMPACTED CUSHION
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I I I I J ~~lsP~~E~ TO BE I I
:: L~'a;~!~"'[ :: '~_n_n_l____ innn_' ~
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94'-4"
J'-O" "-D.
P.C_ PANEl.
S"PWl
EXPANSION JOINT
SEE ARCH.
SLAB ON GliAO~
SEE "'-AN
GJ FOUNDA TION PLAN
S1 SCAlE: 1/8 - 1 -0
NORTH
8
, .'
-~::""'.....: ~~-'-
. .'
P_e. PANEL BEYOND.
SEE PlAN
NOTES,
1. TO OF SlAB ElEVATION (TSE) _ 100'-0"
2. TOP OF INIDIOR FOOTING ElEVAnQlol (TrE) _ 99'-0" U.N.D.
.J. TOP OF EXTERIOR FOOTING E1.(VAnDN (TFE) _ 99'-0. U.N.O.
4. S---S ON PLAN I)(NOT'ES STEPPED fooT1NG. SEE 7/S1.
5. 1'I'PICAL PERII,lETER FOOTING SHAlL BE 2'-0" MDE .. S-D" OEEP TRENCH
FooT1NG W/ 2-15 CONT. 0 TOP U.N.O.
6. 1'I'PICAL IolASONRY WAll REINfORCEYENT SHAll BE 14 CENTERED IN ~CH
CORE . 48" o.e. f'ULL HElQ-IT r:# THE WAlL U.N.O.
7. PRO~OE WAlL RE!NFORCEI,lENT IN THE CORES ON BOTH SlOES Of THE CONTROL JOINTS.
8. PRQlo1OE JAMB RElNFau:EJlf./tlT ON SOrH SO! OF E"~Y OPE~. SEE THE ARCHITECTURAl..
DRAWINGS AND SHEET S2 FOR OPENING LOCATIONS- TYPICAL JAUB IS 16" WIDE W/ f4 BARS
CENTERED IN EACH CORE F11LL. HEIGHT Of WAlL
,. THUS. 24" D.C.
".
,,"j
Fro.. SEE PLAN AND
3/S1 FOR YORE INFO.
FTG. SEE PlAN
"
.J'
,
F"OOTlNG. SEE PLAN
"
2'-0. 1'-0.
G)STEPPED FOOTING DETAIL
51 SCAlE; 3/4 ,. 1-0
(];) TYPICAL DETAIL
Sl SCALE; '/4 - 1-0
2 TYPICAL DETAIL
51 SCALE.: J ol- - 1 0
@~~~} ..o~~AIL
SAW CUT (UAX OF
24 HRS. AFTER
POUR) on UE9i
BONO BREAKER
SlAB ON GRADE
SEE PlAN
3/4" l.lAX. SI"UU
SPACE
SHllolS AS R(Q'O BY
P.C. SUPPUER
FOOTING. SEE PlAN
;,t
l'SEE PlANj
P.c. PANEL BEYOND.
SEE PLAN
"
.. oj
14 THUS 0 24- O.e.
"'"
"'1
TOP '" SL<ll
SEE PlAN
l/l
TYPICAL DETAIL AT OVERHEAD DOOR
SlSCAlE:J4-10
CONSTRUCTION JOINT
SlAB QIol GRADE
5[[ PLAN
TOP Of' SlAB
SEE PWl
FOOTING. SEE PLAN
ENGINEER CERTlFlCA nON:
I HERmT CDlTIN lHAT 1HI$ Pl.AN.
SPEOFlCAlOt OIl: AEPCATWfo$
PR€PAR[D 1lY1IE 01 UNDER IIY DUlE"CT
~~:-~I~A:-Y
:;o:~~'tISr;,lHESTA1E
ICN,",E$fEPHAN
:~8JO.o
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BS1BPHAN ENGINEERING
1262 North Court
N_eri<;Jht..... loiN 55112
P"-.; e~1-(lJO-MS7
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Project Oetl9ner: B~N R.
Drg.... By: ECO
o..ecklld By: HE
051404 PREUUINARY
06.18.04 ISSUEO
FOUNDA TION PLAN
AND DETAILS
Sheet Number
S1
Project No. 040305-2
Q:
20'-0' @~._'"
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@ ANClE 3.,><5/16 c:.
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GD MEZZANINE FRAMING PLAN
S2 SCALE: 1/8 - 1-0
P\..AN NOltS:
1. TOP OF FlOOR ELEVATION - 111'_9 1/2.
2. t.tElZAN1N[ CEo( 15 I.OC26 DEO< + 2" CONe.
(,," TOTAL) WITH 6><6 W2.bW2.t YfWF, ttHTERED
IN THE 2" CONe. TOPPING.
3. MASONRY UNTn.S SHAlL BEAR 8~ ON THE
WAU. EACH END.
I
j-
~
OND BEAu
15 "i AU.
NCS "'-0.
ss u.tto.
FlO~ SLAB.
SEE ''^''
IoIETAL EOCE F"ORl.I
STEEL JOIST,
SEE PL<N
MEZZANINE EDGE
52 SCALE: J " .. 1 0
ONO 8E........
-15 BOTT.
OF OPENING
~
~
6 SECTION A T STAIR OPENING
52 SCAlE: 34 -1-0
PER
...
METAL EDGE fORM
CONT. BONO BEAM
wI (2) 15
3 JOIST BEARING DETAIL
52 SCAlE: 3/4 - 1-0
, GUARORAIL SUPPORT DETAIL
S2 SCALE: J " ... 1 0
c;) TYPICAL DETAIL
S2 SCALE; J/4 - 1-0
~
BUILDING COl)[;
STRUCTURAl DESIGN CONFOR"'S TO THE REQUIREMENTS Of' THE
2000 INlERNATlONAL BUILDING COOE (IBC) 'MTH STATE OF
t,lINNESOTA AIoIENDWENTS.
DESIGN LOADS:
"""'-.l.ll-"
BASIC 'MND SPEED {J SECOND GUST).... 90 WPH
WIND IUPORTANCf FACTOR, I.... ..... ... 1.0
EXPOSlJRE.................................................. ............. B
INTERNAl PRESSURE COEFFICIENTS, GCpI ............ :to.18
Illl!lUllAIl
UVE LOAD (LL.).................. ................................... J5 PSF ..
DEAD lOAD (DESIGN D.L)... .. .. ........................... 22 PSF
NET lIPllFT FOR JOI<;;T n>S1(),1
WITHIN 8' Of' BLDG. PERIUElER......
IN1ERIOR.
ROOF SNow LOAD:
~~~:~~~?'p;':::...... ........................: ~ ~
SNOW EXPOSURE FACTOR, Ceo......... ....... 1.0
SNOW LOAO IUPORlANCE FACTOA, I 1.0
TH[RUAl FACTOR, Cl......... . .. .......,.... .............. 1.0
... PLUS SNOW ACCUtdULA TION AS REQUIRED BY laC.
OiAPTER 18. SECTION 1608.
........ J PSF
.... 0 psr
COORQINA TION:
1. STRUCTUR..... UOlBERS INQ.UOING Sl...ABS, BEMIS. JOISTS.
AHD WAll..S ARE DESIGNED FOR "IN PLACE LOADS". CONTRACTOR
SHALL. BE RESPCJ,ISlBLE FOR BAAONG, WITHOUT OVERSTRESSING.
All.. STRUCTURAl ElDIENT'.\ (AS Rf;QUIRED AT ANY STAGE OF
CONSTRUCTION) UNTIL COMPLETION Of' THIS PRMCT.
FOUNO... TIONS:
1. Fool1NGS WERE DESIGNED FOR ... MAXh.IUM SOIL BEARING PRESSURE
OF 2500 PSF. SOIL BEARING PRESSURE SHALL BE VERIFIED PRIOR
TO THE CONSTRUCnoN Of' THE FOOTINGS AND REPORT ANY
DISCREPANCIES TO THE ENGiNEER.
CONa:tETE;
1. "'LL CONCRETE SHALl 8E N(lRU"'L WEIGHT (130 PCO.) MINIMUM
28 DAY COUPRESSlVE SlRENGTH, "'S SPEOFlED BELOW:
Fool1NGS AND F"OUNDATION WALL5......................... JOOO PSI.
SLA.8 ON GRADE....................................................... 4000 PSI.
2. PRO'iIDE J" CLEAR COVER ON BOTTOW AND SIDES FOR:
FOOTING RElNF"ORClNG.
J. WAX. DISTANCE BETWEEN 9...AB CONTROL OR CONSTRUCTION
JOINTS SHALL BE (J) TILlES THE SlAB THICKNESS (IN FEET)
NOT TO EXCEED 18'-0. U.N.O.
.. EXCEPT 'M-tERE OTHERWISE SHOWN, SLABS ON GRADE SHALl BE
6" lHlO< Ca.la:tETE REINFORCED WITH 6116-10/10 VlnDED "WIRE
MEg.,j OR FlBERUE9-I
5.. CONl'RACTOR SI-lAll. sua"IT CONC1I:ETE "IX OESIQ\lS, ALL
SLAB CONCRETE SHAll BE 4000 PSI. W/ WA"fER CONTENT RATION
LESS THAN THAN .50 AND PLAS'TEROlER AODED AT JOB SlTE.
STRUClURAL PRECAST ca..CRE"TE:
1. SlRUCTUR..... PRECAST CONCRETE UEUBERS AND THEIR
CONNECTIONS SHALl. BE DESlCNED IN ACCORDANCf "WITH THE
RECCUMENDA nONS or THE PO HANOSOOK FOR: PRECAST
PRESTRESSED CQ\lCRETE. PRES'mESSED UNITS SHAll. BE
DESIGNED TO SUPPORT THE DESlc;t.I LOADS AS INDICA TED
ABOVE AND ON ROOF PlAN.
2. PRECAST CONC1I:ETE F".ABR1CATOR SHALl. FURNISH ALl. LOOSE
CUP ANQ.E5. INSERTS AND WELD Pl..A TES IN pRECAST AS
NECESSARY FOR THE PROPER INSTALlATION OF THE PRECAST
W[I,IBERS.
.1. ALl. HEADERS AT oPENlNCS IN PRtCAST TO BE DESlGlED AND
F'URNI9iED BY PRECAST SUPPUER.
.. TElAPORARY SHORING SHAll. BE PRO'JIDED BY THE PRECAST
SUPPUER. CENERAl. CC>>ol'mACTM TO C:QCRDINA TE THE CONNEcnON
OF" PRECAST PANElS TO THE STRUCTURAL STEEL
REINF"DRClNC STEEl...:
1. REINfORCING STEel SHALl. CONFQRw TO ASTM (GRADE 60).
2. WELDED WIRE FABRIC SliALL BE NEW BlUET STEEL. COLD
DRAWN AND CONFQRr.IlNC TO AS1'\I AI85 AND ..&.82.
J. BAR SUPPORTS. DESIGN, DETAQJNe, FABRICATlClN AND
PLAONG a:- RElNFORONG 8ARS AND u[SH SHALL BE IN
ACCORDANCE 'MTH THE AO CODE AND OETAlUNG MANUAL
.. UNLESS NOTED DTHERINlSE, AU AE1NF"DRClNC: lAP SPUCES
SHALL BE "" BAR QIAlllE'TERS OR 12", 'MiICHEVER IS GREATER.
STEEL JOISTS:
I. AU. JOISTS SHALl. COLlPL Y 'IIIITH lltE STEEL JOIST INSTITUTE
REC()t,luENOED "CODE Of' STANDAAD PRACnCE FOR STEEL
JOISTS FOR FABRlCATlQol AND ERECTlON."
2. STEEL JOIST SUPPUER SH.....L F'URNl9-I ALL BRACING, WALl.
ANCHORS. HEADERS AM) BOTTOIol OIORD EXTENSIONS, ETC. AS
NECESSARY TO pRO'JIDE A CCt.lPl..E.TE INSTAl.l.ATION.
J. F"OR DRAINACE S1[[L HI.\'[ BEEN SIZED FOR PONDlNG
COtolSlDERAnON PER IBC SEe. 1811.
.. THE JOIST SUPPlIER SHAll COOROlNATE BRIDGING LOCATIONS 'MTH
THE SPRINKLER CONlRACTOR, SUCH THAT THE BRI[)CING IS LOCATED
A llllHlUUU (:f 1'-0" aLAR HORIZ. mow THE CENTER UNES Of' THE
SPRINKLER liEADS OR 2' -D~ ClEAR VERTICAU. T BELOW THE
SPRINKLER OEF1.EC1OR.
.5. PLAa.lIE.NT OF IIEo-fANICAL UNITS . HANGERS SVPPORTED BY
ROOf" JOISTS IS SUBJECT TO THE PRIOR APPROVAL Of' THE
STRUC1'URAl. ENGINEER.
STEEL DECK:
1. STEEL ROOF" DECK SHAlL BE 1 1/2- :I 22 GA. ~TYPE B-"WIDE
RIB DECK" MANUFACTURED AND ERECTED IN ACCORDANCE
WITH THE STEEL DECK INsnTUTE.
2. "'INILlU" RECUlROlENT FOR ROOF DECK FASTENING 9-IAll BE
5/8 IND-I PUDDLE WELDS USING 38/. WElD PATTERN AND "
10 me: SCREW SIOELAP FASTENER PER DECK SPAN OR
PRE-APPROVED EOlJAL (U.N.a.)
J. STEEL flOOR DECK SHALl. BE 1~:l26 GA. CONFORM DECK
MANUFACTURED AND fNSrAU.EO IN ACCQROANC[' IIITH
SOl SPECIFICATIONS, LATEST EDlnON AND "'ANUFACTURER'S
REQUIRDlENTS.
MASONRY:
1. CONCRETE uASQNRy UNITS SHALl. CONFORM 1'0 THE
REQUIREWENTS Of' ASn.I ego.
2. UINIUUM COlAPRESSlVE STRENGTH OF MSY. UNITS f""m 1500 PSI.
J.. CROUT FOR Hou.OW MASONRY UNITS SHALL HAIlE A 28 DAY
COJ,IPRESSI'vl:: STRENGTH OF JOOO PSI. AND SI-lALL BE NORMAL
WEIGHT PEA GRA'v'EL CONCRETE.
.. ALL MASONRY WALLS SHALL HAVE HORIZONTAL RElNFORONG
FABRICATED WITH 9 GAUGE SIDE RODS. THIS REINFORCING
SHALL BE LOCATED AT EVERY OTHER COURSE.
5. ALL lJERTICAl RElNFORONG SHALL BE CONTINUOUS "WITH -4S
BAR DIAMETER lAPS AT SPUCES UNLESS NOTED.
STRUCTURAL STEEl:
I. DESlCN, DETAlUNG, F"ABRICA-TION AND ERECTlON Of
STRUCTURAL STEEL SHALL BE IN ACCORDANCE "WITH THE A1SC
"MANUAL OF" STEEL CONSTRUCTION"
2.. All.. STRUCTURAl STEEL SHAll. CONFORt.t TO ASTU AJ6 OR A572
(AS NOTED). STEEL PIPE SHALL CONFORM TO ASTM ...501 OR AST1.l
A5.l STEEL TUBES SHALL CONF"OR" TO ASTW A500 - GRADE B.
J. ALL WELDING SHALL BE DONE BY CERTlFlED WELDERS USING
E70n ELECTRODES AND SHALL CONFORM TO AWS STANDARD5.
4. All.. BOLTS SHAlL BE J/.. OIM1ETER. ASTU A,325.
SPEOAL INSPECTIONS AND TESTING SOiEDULES:
Au' neel Firm
CONCRf7[ FOU/llOAnQN
CRAClNG &- F1WNG
TA
TA
I S[T 00 CY
CAU CONT
NOTE; A COPY OF EAOi INsPECTION REPORT SHAll.. BE SENT TO THE ARC>UTECT a:
ENGINEER Of:" RECORD FOR THEIR RECORD OR REVIEW.
ACKNO'Nl...EOCUENTS
c..ner:_ _ FIrm: Oote:_
Controclc:r:____ tl1m; nole:_
Arehilec:l..:___ Firm:JAt.lP'ERT ARCHITECTS Oatr._
SER, F"irm:~C1NEERIN~ole:_
" 51;______ F"lrm: _------Dotr.__
"S1:____tlfm; -Date:_
TA: tlfTTl:__ 001..,_
TA______F1rm: 001..:_
F: __Arm: not.:__
F: Flrm: 001':_
ENGINEER CERTlFlCA TlON:
IIOE8T CDlnFY THAT DIIS P\.AN,
SPEOF1CAn~CJl:llEl'ClRrWolS
PREPAIlEOErrIolECflUNOERIIYDlRECT
SUPElNISI~oUIOTHATI""'ADlA.T
UCENsm~Al...ENG1HE[R
~~~WS(s1l-lESTA1E
iKN"IIJRt
l€1IRTESl'EPHAN
:~I/04
FE xmmAN~G
1262 No<th Court
N-. Bri<;JhlOft, WN 55112
PlIo_ 651-1J6-ClBB7
ra>c~I-6.J6-6867
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Project D"I9"'er.B.., R.
0..-" By. ECO
o.lICked By. HE
RevislOf'lI
~
*
MEZZANINE FRAMING
PLAN AND
STRUCTURAL NOTES
Sheet Number
52
Project No. 040305- 2
~
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6'-O~
4'-0.
46'-0"
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(.4")
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5'-1 1
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/(1
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110'-0.
14'-0.
4'-0. 4'-0.
..lo-
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50 LBS.jrT.
12'-0.
12'-0.
4'-0.
12'-0.
.---- .-1------
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TYP. J 5T R AcnON .. 5.112 lOP
6" 5'-11
R_J9 lOPS
""
ill'
A\.
\31
CONT. MOll17
(0.)
JOIST BEARlNC LEV.....TlON _VARIES
SPACE 05'-7 1/2" O.
26"
".,
1/2" 2 CA.. TYP -e" DEe TYP. U.N 0-
SEE NER....L N TES FOR: NELDINC
4'-0.
13 sPACES 0 6' o' a.c.
q>
I
12'-0'
4' o'
I 0
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1/2" 2 GA. TYP -e" OEC! TYP. U.N O.
SEE NERAL N TES FOR toa.OING
26k6
{o.) JOIST ~ARINC itrv....llON.. VARIES
SE!9/'SJ1'OR
CANopy FR,I,1lINC
TYP. JOIST REACTION .. 5.82 KIPS
< 00 LBSITI >
4'-0.
@ROOF FRAMING PLAN
53 SCAlf.: 1/8 .. 1 -0
NOITH
..
PlAN NOTES:
,. TOP Of OEO( ELEVATlC>><t (roE) .. 123'-7 1/2" (0").
2. ROOF 1$ DESIGNED FOR PONOING PER IBC 2000. SECTION
1611 AS At.IENO(() BY THE STATE OF' IoIINNESOTA.
YINIUUU ROOf' SlOPE IS 1/8" PER FOOT.
3. SEt STEEL ..o5T GENERAl STRUCtuRAL NOTES FOR UEQ-lANICAl
UNIT SUPPORts.
4. AlL ~ BEAI.4S SHAll BE GRADE 50 KSI STEEL
:!I. * ON PLAN INDICATES ..oST sonou OtOW EXTENSION.
S. R..J9 KIPS ON PLAN IN01CA TES SE..... SERVICE LOAO ~EACnClN.
7. c:=:>ON P\..AN INDICATES ROOf' DIAPHRAQ.I SHEAR LOAD DUE
TO 'MND TO BE RESISTED BY THE WAlL PANELS.
FlEW v.no WlhIO's
a: STEEL STUDS
TO EMBED. PLATES
BY PRECAST SUPPLIER
@DETAIL AT CANOPY
SJSCAlE;1/4-1-0
102"-0"
o
1,s'-0"
ZO'-O"
12'-0"
2"- .
~
CONT. W10...17
(+5' O.
4.929'
~'f0"
zo'-O-
< eo LB~ITI >
. JOIST REACTION - ".5 KIPS
5 sp cr D "29' ".929'
L
,--L I /2" 22 TYPE "S"
V I' ~EE NP. U.N.O. S E
r .... ERAl N YES FOR WELDIN
+5'" 2"
'\ ( 6")
J~S R ACTION '.3',",SV
JOIST R ACTlON- '\
_"KIP 4'~
id
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SE.E PUH
E"SEDOED PLS
BY PRECAST
SUPPLIER
~ TYPICAL SECTION
53 5CAl.E; 3/4 - 1 0
. JOIST EAn
(-14
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SEE PlAN
'-
TO. FRAMING CONNECTION
w/ J/6" It EA. SIDE
CONN" DESIGNED
AND SUPPUEO
BY P.C. SUPPUER
SEE PLAN FOR
JOIST REACTIONS
Q~~~C3~: _D~_~AIL
"ETAl RO()F OED<
SE.E PLAN
PROVIDE 1/2" . SOL T'3 'It /
9/16 HOlES BOLTEO CONN.
AT COLUMNS PER OSHA
R[ClJIRFJ,lENT'3
STEEL BEAu w/ 3%
ST1FF. PlATES EA. SID[
~'o'tardi~M~Q-l
INSTALL Af'ltR DEAD
LOAD IS IN PlACE
tl/4"ll6...0'-S" w/
ERECTION HCU AS
REQUIRED BY OSHA
A T COLUMN
7 TYPICAL JOIST BEARING AT BEAM
53 SCALE: 3/4 - 1-0
6 BOTTOM CHORD EXTENSION AT BEAM
SJSC\L.E:J"'-l-D
ENGINEER CERTInCA nON:
I~CEA1lF'Y"""'T""SPl..AN,
SPEOFICAr\(IoI CR JlEPQAT WAS
PIlEPAREDl!YlolECIIUt<<lEAUYDIIlECT
SlJI'EIMSIOHNlJ11...UI.....ADULY
lJCOISEDI'IlCll"ES9O<i[HQNEEll
~.-.["1oi:.WS OF' THE STATE
IORYCSI[PHAH
-.-
:~II/04
FF; ES'1EJ'H.o\N BN'GmEERINQ
12tl2No;:n1hCou<t
~Bri9hlon""N55112
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Oro..n By. ECO
O\eck-.i By. HE:
R.visions
05.1".04 PREUt.lINARY
06.1I!..04 ISSUED
ROOF FRAMING
PLAN AND
DEl AILS
Sheet Number
53
Project No. 040.305-2
M'"
'< ;~.. ~ '-~
i\r:e~lr', .
" J.iJ.!v'~; 'j .
TO: Chairperson Hanson and Commission Members
FROM: Teresa Bender, City ClerkA,~'
SUBJECT: Property Located at 7297 Main Street (Mr. Hal Leibel - Lakeside Auto)
DATE: July 2, 2004
Mr. Leibel is requesting that the Planning and Zoning Commission issue him a letter that
states that his property meets the requirements for buildable, residential property.
Mr. Leibel has proposed the splitting of the lot into two (2), R2 (Single Family
Residential) lots. Mr. Leibel has been informed that currently the property is zoned
Commercial and its designation would need to modified to coincide with what he is
requesting.
It also appears that a potential Comprehensive Plan Amendment may need to be
completed; however, this will take further research due to The Shores Subdivision and its
Comprehensive Plan Amendment.
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307.08 Damages; illegal molestation of human remains;
burials; cemeteries; penalty.
Page 1 of3
Minnesota Statutes 2003, 307.08
Minnesota Statutes 2003. Table of Chapters
Table of contents for Chapter 307
Subdivision 1. Legislative intent; scope. It is a
declaration and statement of legislative intent that all human
burials and human skeletal remains shall be accorded equal
treatment and respect for human dignity without reference to
their ethnic origins, cultural backgrounds, or religious
affiliations. The provisions of this section shall apply to
human burials or human skeletal remains found on or in all
public or private lands or waters in Minnesota.
Subd. 2. Felony; gross misdemeanor. A person who
intentionally, willfully, and knowingly destroys, mutilates,
injures, disturbs, or removes human skeletal remains or human
burial grounds, is guilty of a felony. A person who
intentionally, willfully, or knowingly removes any tombstone,
monument, or structure placed in any public or private cemetery
or unmarked human burial ground, or any fence, railing, or other
work erected for protection or ornament, or any tree, shrub, or
plant or grave goods and artifacts within the limits of the
cemetery or burial ground, and a person who, without authority
from the trustees, state archaeologist, or Indian affairs
council, discharges any firearms upon or over the grounds of any
public or private cemetery or authenticated and identified
Indian burial ground, is guilty of a gross misdemeanor.
Subd. 3. Protective posting. Every authenticated and
identified burial ground may be posted for protective purposes
every 75 feet around its perimeter with signs listing the
activities prohibited by subdivision 2 and the penalty for
violation of it. Posting is at the discretion of the Indian
affairs council in the case of Indian burials or at the
discretion of the state archaeologist in the case of non-Indian
burials.
Subd. 3a. Authentication. The state archaeologist
shall authenticate all burial sites for purposes of this section
and may enter on property for the purpose of authenticating
burial sites. only after obtaining written permission from the
property owner or lessee, descendants of persons buried in
burial sites covered by this section may enter the burial sites
for the purpose of conducting religious ceremonies. This right
of entry must not unreasonably burden property owners or
unnecessarily restrict their use of the property.
Subd. 4. State archaeologist. The state shall retain
the services of a qualified professional archaeologist, approved
by the state archaeologist and the Indian Affairs Council, for
the purpose of gathering information to authenticate or identify
Indian burial grounds when requested by a concerned scientific
or contemporary Indian ethnic group, when Indian burials are
known or suspected to exist on public lands or waters controlled
by the state or political subdivision.
http://www.revisor.leg.state.mn.us/stats/3 07/08 .html
6/8/2004
Minnesota Statutes 2003,307.08
Page 2 of3
Subd. 5. Cost; use of data. The cost of
authentication, identification, marking, and rescue of unmarked
or unidentified burial grounds or burials shall be the
responsibility of the state. The data collected by this
activity that has common value for natural resource planning
must be provided and integrated into the Minnesota land
management information system's geographic and summary databases
according to published data compatibility guidelines. Costs
associated with this data delivery must be borne by the state.
Subd. 6. Approval of signs. The size, description
and information on the signs must be approved by the Minnesota
state Historical Society.
Subd. 7. Remains found outside of cemeteries. All
unidentified human remains or burials found outside of platted,
recorded, or identified cemeteries and in contexts which
indicate antiquity greater than 50 years shall be dealt with
according to the provisions of this section. If such burials
are not Indian or their ethnic identity cannot be ascertained,
as determined by the state archaeologist, they shall be dealt
with in accordance with provisions established by the state
archaeologist. If such burials are Indian, as determined by the
state archaeologist, efforts shall be made by the state
archaeologist and the Indian Affairs Council to ascertain their
tribal identity. If their probable tribal identity can be
determined, such remains shall at the discretion of the state
archaeologist and Indian Affairs Council, be turned over to
contemporary tribal leaders for disposition. If it is deemed
desirable by the state archaeologist or the Indian Affairs
Council, such remains shall be studied by a qualified
professional archaeologist before being delivered to the tribal
leaders. If tribal identity cannot be determined, the Indian
remains must be dealt with in accordance with provisions
established by the state archaeologist and the Indian Affairs
Counci.l.
Subd. 8. Burial ground relocation. No authenticated
and identified Indi.an burial ground may be relocated unless the
request to relocate is approved by the Indian Affairs Council.
When the Indian burial ground i.s located on public lands or
waters, the cost of removal is the responsibility of and shall
be paid by the state or political subdivisi.on controlling the
lands or waters. If large Indian burial grounds are involved,
efforts shall be made by the state to purchase and protect them
instead of removing them to another location.
Subd. 9. Interagency cooperation. The Department of
Natural Resources, the Department of Transportation, and all
other state agencies and local governmental units whose
activities may be affected, shall cooperate with the state
archaeologist and the Indian Affairs Council to carry out the
provisions of this section.
Subd. 10. Construction and development plan review.
When Indian burials are known or suspected to exist, on public
lands or waters, the state or political subdivision controlling
the lands or waters shall submit construction and development
plans to the state archaeologist and the Indian Affairs Council
http://www.revisor.1eg.state.mn.us/stats/3 07/08.html
6/8/2004
Minnesota Statutes 2003, 307.08
for review prior to the time bids are advertised. The state
archaeologist and the Indian Affairs Council shall promptly
review the plans and make recommendations for the preservation
or removal of the human burials or remains, which may be
endangered by construction or development activities.
Subd. 11. Buria1 sites data. Burial sites locational
and related data maintained by the Office of the state
Archaeologist and accessible through the office's "Unplatted
Burial Sites and Earthworks in Minnesota" Web site are security
information for purposes of section 13.37. Persons who gain
access to the data maintained on the site are subject to
liability under section 13.08 and the penalty established by
section 13.09 if they improperly use or further disseminate the
data.
HIST: (7632) RL s 2964; 1976 c 48 s 1; 1980 c 457 s 1; 1983 c
282 s 1-4; 1986 c 463 s 1; 1989 c 335 art 1 s 199; 1993 c 326
art 4 s 9; 1999 c 86 art 1 s 64-67; lSp2003 c 8 art 2 s 17
Copyright 2003 by the Office of Revisor of Statutes, state of Minnesota.
http://www.revisor.leg.state.mn.us/stats/307 108 .html
Page 3 of3
6/8/2004
Minnesota-Indian Burial Ground Identification and Preservation
Page 1 of2
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Burial Sites Identification and Preservation
Section 307.08 of Minnesota's "Private Cemeteries Act" (MS 307) affords all human burial grounds and
remains older than 50 years and located outside of platted or identified cemeteries protection from
unauthorized disturbance. This statute applies to burials on either public or private lands or waters, and
includes prehistoric Indian burial mounds as well as historic cemeteries.
Under provisions of this statute, the Office ofthe State Archaeologist (OSA) is charged with identifying,
authenticating and protecting these burial areas. The OSA maintains a database of such sites.
Efforts to protect burial sites emphasize "preservation-in-place'~ that is, maintaining the burial area in its
original location and condition.
In the event that a burial is either known or suspected to be associated with American Indian peoples, the OSA
works in concert with representatives of Minnesota's tribal communities to ensure the integrity of such burial
sites.
Anyone planning construction activities who is concerned about the potential for encountering such burials is
encouraged to contact the OSA for additional information and assistance. The OSA may be available for on-site
visits to identify burial features and areas.
If such burials are accidently uncovered in the course of construction or other activities:
. excavation should cease
. secure the area
. contact OSA as soon as possible
If there is any reason to suspect that the remains may be part of a crime scene, secure the area and notify your
local law enforcement agency immediately!
Office of the State Archaeologist
Fort Snelling History Center, St Paul, MN 55111
Phone: 612.725.2411; FAX: 612.725.2427
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The Law and American Indian burial mound protection--state laws
Page 1 of3
~ \~mAN l!.lJ1P1\~ A.N.Q ~A<:~J;P G.~QlJN.Q~ W!\l'{i.'t!
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Subjects
Federal laws
State laws
Some preserved
sites.
Some history
and culture
Controversies
Concerning
Archaeology,
American
Indian Voices
News Archive
Index
Return to main
Leam page
Please inform
the web master
of any broken
links!
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The Law and American Indian Grave Protection
State Laws and Indian burial/sacred grounds, artifacts
Not all states have enacted reburial or repatriation laws. Those which have not enacted
laws specifically addressing human remains in archaeological context may use state
archaeological and historic preservation laws or a combination of public decency,
cemeteries protection and abuse of corpse statutes for these purposes.
Increasingly, states will have statutes up on the web, but not all do. Below is a list of
states with summaries of archaeologylburial related laws retrieved through a search of
the State Historic Preservation Legislative Database at NCSL (National Conference of
State Legislatures) which is updated to 1999. State Archaeologists have also been
contacted for full text, and as this text is made available links are placed.
Another summary source for these laws is the "Update of Compilation of State
Repatriation, Reburial and Grave Protection Laws (July 1997)". Information from that
report for each state may be found on the individual state pages below.
The report was prepared for the Natural Resources Conservation Service, formerly the
Soil Conservation Service, a federal agency that provides technical assistance on
practices to promote sound soil and water conservation measures on private lands. The
report states: "In response to increasing concerns over the looting of cultural resources,
including sites containing human remains, many states have enacted legislation to
protect unmarked burial sites. These state laws often require special treatment of burial
sites and associated resources and may carry penalties for failure to comply. This
report is a compilation and comparative analysis of all existing state cultural resource
reburial/repatriation laws. It was prepared to assist NRCS technical staff who work
daily under applicable state and federal laws."
The report takes note that "reburial" and "repatriation" mean different things. In this
report "repatriation" concerns the legal process of turning ownership and responsibility
for human remains and graves goods over to another entity; "reburial" means the legal
requirement or physical act of placing or interring human remains in a designated area
such as a cemetery, and "graves protection" means legal statutes established to prevent
the damage, destruction or disturbance of places where dead human bodies have been
placed.
The categories of information include: (1) who has jurisdiction for implementing the
law; (2) statute of limitation in which a violator can be prosecuted; (3) types of
geographical areas protected or exempted, such as mounds or designated cemeteries;
(4) whether a consultation process was established; (5) if a review or consultation
committee was appointed; (6) who has ultimate ownership for archaeological remains;
(7) who may be held liable for prosecution for violations of the law, (8) what penalties
are established; (9) whether there are exemptions to the law; and (10) if permits are
required and who is responsible for issue them.
More on State Laws
Full text or links to full text of laws are given when available.
http://www.ibsgwatch.imagedjinn.comJ1earn/lawsstate.htm
6/8/2004
The Law and American Indian burial mound protection--state laws Page 2 of 3
Alabama (summaries as provided by state archaeologist)
Alaska
Arizona (links to full text)
Arkansas (links to full text)
California
Colorado
Connecticut (links to full text)
Delaware
Florida (links to full text)
Georgia
Hawaii
Idaho
Illinois
Indiana (links to full text)
Iowa (links to full text)
Kansas (full text in place)
Kentucky
Louisiana (full text)
Maine
Maryland
Massachusetts (full text)
Michigan
Minnesota (full text)
Mississippi
Missouri (link to full text)
Montana (bill in legislature)
Nebraska (link to full text)
Nevada
New Hampshire (link to full text)
New Mexico (link to full text)
New York (full text in place)
North Carolina (text)
North Dakota
Ohio
Oklahoma
Oregon (full text)
Pennsylvania
Rhode Island
South Carolina
South Dakota (full text)
Tennessee (full text)
Texas
Utah
Vermont
Virgina (links to text)
Washington (links to text)
West Virginia
Wisconsin (link to full text)
Wyoming
~
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The Law and American Indian burial mound protection
Page 1 of 4
It
~:..lI. c ~
~ ,_. -{"\;.c '~... ~
· l: ., .,~."'. tt .... ~ .. ........... .. .. .
~" --- -
Subjects
Federal laws
State laws
Some preserved
sites.
Some history
and culture
Controversies
Concerning
Archaeology
American
Indian Voices
News Archive
Index
Return to main
Learn page
Please inform
the webmaster
of any broken
links!
The Law and American Indian Grave Protection
Federal Laws
Native American Graves Protection and Repatriation Act of 1990
The Native American Graves Protection and Repatriation Act (NAGPRA) is the
primary federal legislation pertaining to graves and human remains in archaeological
contexts. NAGPRA establishes definitions of burial sites, cultural affiliation, cultural
items, associated and unassociated funerary objects, sacred objects, cultural
patrimony, indian tribes, museums, Native Americans and Native Hawaiians, right of
possession and tribal land. NAGPRA gives guides and priorites concerning the
ownership or control of Native American cultural items which are excavated or
discovered on Federal or tribal lands after the date of enactment of the act Guides are
given concerning the intentional excavation and removal of Native American human
remains and objects on Federal or tribal land, as well as for the inadvertent discovery
of Native American remains and objects on Federal or trial lands. Process is
established in assisting federal agencies and museums in the determination ofthe
appropriate Native American group responsible for disposition of various human
remains, funerary objects, sacred objects and materials of cultural patrimony.
NAGPRA required that all museums make an inventory of such items, stipulating that
geographical and cultural affiliation be identified if possible, and that upon request
from a tribe a museum or federal agency would provide documentation and repatriate
materials if "appropriate."
Native American human remains, graves and ritual objects located on federal and
tribal land are encouraged to be protected in situ. In cases where in place preservation
is not possible, or if archaeological excavation is necessary for planning or research, or
if the remains are inadvertently discovered, then consultation is necessary prior to
excavation under an Archaeological Resources Protection Act permit If remains
covered by the law are discovered, the project will be stopped for 30 days while the
review and consultation process proceeds.
Responsibility for implementing NAGPRA has been delegated to the National Park
Service's Archeology and Ethnography Division. The National Park Service's
NAGPRA web site can be found at http://www.cr.nps.gov/nagpralindex.htm.
For the complete text of the statutes, amendments, and regulations go to the National
Park Service's National Nagpra Database.
NAGPRA provides for grants to be available for tribes and museums in order to
implement the Act Information on applying for these grants may be found on the
National Park Service's NAGPRA web site at
http://www.cr.nps.gov/nagpralGRANTS/INDEX.HTM.
The Native American Consultation Database at the National Park Service's NAGPRA
website describes itself as not being a comprehensive source of information, but
provides a starting point for consultation process by identifying tribal leaders and
NAGPRA contacts.
The National Park Service's NAGPRA Inventory of Museums and Federal Agencies
http://www.ibsgwatch.imagedjinn.com/learnllaws.htm
6/8/2004
The Law and American Indian burial mound protection
Page 2 of 4
that Have Submitted a NAGPRA inventory, and Museums and Federal Agencies that
have Submitted Nagpra Summaries, may be found at the National Park Service's
National NAGPRA. Inventories and Summaries.
The National Park Service's NAGPRA site has also a section listing Notices of
Inventory Completion (published when a museum or Federal agency has made a
determination of cultural affiliation for Native American human remains and
associated funerary objects in their possession or control), Notices ofIntent to
Repatriate (published when a museum or Federal agency receives, reviews, and
accepts a claim by a tribe for sacred objects, unassociated funerary objects, or objects
of cultural patrimony) and Notices of Disposition (published in newspapers by the
Federal agency official responsible for cultural items excavated or removed from
Federal lands). Access is at Notices.
Contacts for NAGPRA are at National Nag.pra Contact Information. The National
NAGPRA Organizational Chart is here as well as contact individuals regarding
different aspects ofNAGPRA.
More NAGPRA
The July 10, 1998 "NAGPRA Policy Statement" of the Five Civilized Tribes may be
read at The People's Paths Home Page.
The Roots ofNAGPRA is an interview with Steve Russell--Social and Policy Science
professor at the University of Texas at San Antonio, and a member of the Cherokee
Nation of Oklahoma about the history ofNAGPRA--at About.com.
A review of Federal Statutes and Regulations concerning Native American human
remains, associated funerary objects and ritual objects may be found at
http://forums.1aw.arizona.edu/li brary /Chi orazzi/tj afekIF eds .htm. Page subheadings
include a summary ofNAGPRA, Legislative History, Federal Statues and
Regulations, Oversight Hearings, Guidance from Agencies Administering NAGPRA,
Attempted Amendments to NAGPRA, Other Federal Legislation, General Research
and Tools. They note a good layman's summary ofNAGPRA may be found at Archnet
at http://archnet.uconn.edll/topicallcrm/usdocs/nagll.@8.htm.As of Oct. 16,2000
Archnet is no longer in operation but the page is still up.
Arrowheads. com gives a full text of the act at
http://www.arrowheads.com/nagpra.htm .
To find all of the relevant statutes and regulations, use FindLaw's Indian Law search
engine at http://\li\''\'' .findlaw.comfO 1 topics/21 indian/index.html
The San Francisco State University, Dept. of Anthropology NAGPRA Compliance
Project.
Nagpra-l is an email discussion list for issues related to a US Ferderallaw known as
the Native American Graves Protection and Repatriation Act. To subscribe, send email
to majordomola1world.std.com with subscribe nagpra-l in the body of your message,
leaving the subject line blank. The List Moderator is Katherine Jones, Peabody
Museum of Archaeology and Ethnology Email: kjones@fas.harvard.edu or
kathy jones@harvard.edu.
NAGPRA Troubles
Conflict of interest criticisms have been made against the
National Park Service's management of its Native American
Graves Protection and Repatriation Act. Indian Country's 2001
Jan 24th story on this by Brian Stockes may be found at
www.indiancouilln..com/articles/headline-200 1-0 1-24-07 .shtml.
Go to state laws
http://www.ibsgwatch.imagedjinn.com/1earnllaws.htm
6/8/2004
The Law and American Indian burial mound protection
Page 3 of 4
Executive Order 13007--lndian Sacred Sites
Executi ve Order 13007, Indian Sacred Sites, 1996 24 May.
Indian Tribes and the Section 106 Review Process
Indian Tribes and the Section 106 Review Process at the website for the Advisory
Council on Historic Preservation.
The Citizen's Guide to Section 106
Revised Section 106 Regulations. Final Rule. 2001 11 January.
American Indian Religious Freedom Act
This First Amendment Cyber- Tribune page shows the text of the American Indian
Religious Freedom Act enacted August 11, 1978, which states it's the "policy of the
United States to protect and preserve for American Indians their inherent right of
freedom to believe, express, and exercise the traditional religions of the American
Indian, Eskimo, Aleut, and Native Hawaiians, including but not limited to access to
sites, use and possession of sacred objects, and the freedom to worship through
ceremonials and traditional rites."
American Indian Reli~ious Freedom Act Amendments of 1994 may be viewed at "The
Vaults ofErowid."
Court Cases
The G-O Road
Read about the G-O Road Case - - article by Andy Cochrane.
In 1957, the GO road, or Gasquet-Orleans Road, which would
allow logging of a remote area "rich in Conifers", began
construction in what is now the Six Rivers National Forest in the
Siskyou Mountain Range. 1973 brought the first public Indian
opposition to it, on the grounds the road would go through an
area where Yurok sacred ceremonies were practiced. A number
oflegal battles followed, and in 1987, on the back of the 1978
Indian Religious Freedom Act, the case made its way to the
Supreme Court. An injunction against the completion of the road
was overturned 5-3. Sandra Day O'Connor stated the
construction of the road wouldn't prohibit Indians :from
practicing their religion, likening the government's right to build
a road on its own property to its right to issue every citizen a
social security number. Justice William Brennan, writing the
dissenting opinion, stated this decision left the Ind ians with no
constitutional recourse to the gravest threats to their religious
practices. Meanwhile, on the Environmentalist front, "efforts
were being made to close the corridor in the Wilderness Area. In
1990, as a rider to the bill that established the Smith River Wild
and Scenic National Recreation Area, the matter was finally
decided, and the corridor was closed. The uncompleted section
http://www.ibsgwatch.imagedjinn.comllearnllaws.htm
6/8/2004
The Law and American Indian burial mound protection
Page 4 of 4
of road was less than 7 miles, with a wide two lane paved road
suddenly ending into forest on both sides of the uncompleted
section." So the GO Road Battle was eventually won but on
environmental terms rather than on grounds of religious
freedom.
-----
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.;~, @
TO: Chairperson Hanson and Commission Members
FROM: Kim Moore-Sykes
SUBJECT: Ordinance #4 (New Format)
DATE: July 2, 2004
Please find the attached email provided by City Attorney Hoeft regarding slaughter
houses and the current Ordinance #4 regulations that apply to same.
Staff has encountered several telephone calls regarding installations of swimming pools
and the current height restrictions associated with fencing requirements. Staff requests
that the Commission consider an amendment to the current Ordinance #4 reducing the
height requirement for fencing to four (4) feet as previously discussed to allow those
residents to install a pool at this time rather than in several months when the new format,
Ordinance #4 is ready for approval.
Mr. Palzer has provided the Commission with existing absolute height of homes within
the community at this time per the Commission's request.
Staff anticipates that if time allows prior to the meeting, completed sections will be
forwarded to you via email.
Kim Moore-Sykes
( ':rom:
. dent:
To:
Subject:
James Hoeft Ohoeft@bgslaw.com]
Tuesday, June 15, 200411:37 AM
ksykes@centervillemn.com
Re: Ordinance #4, R-1 District
Hi Kim - 'First off, I think that a slaughter house would have to apply'for a CUP in
order to operate in the R-1 district. So not only do we have the 10 acre requirement, but
the CUP as well. As for the "intense agriculture commercial", I am not aware of any
statutory definition. I think in this context the term is used to protect the city from
more of a corporate type farm. The prefatory language to the ordinance reminds us that
the "agricultural" use is just an interim use until the city builds out. With the lack of
available property and the CUP requirement, it would be difficult for such an operation to
locate within the city. JDH
>>> "Kim Moore-Sykes" <ksykes@centervillemn.com> 06/11/04 12:35PM >>>
Jim -- Attached is the section from Ordinance #4 that describes the R-1 District. This is
the only zoning district that agricultural uses, such as a slaughter house, could be
permitted to exist. In reviewing the requirements, any agricultural use can exist as long
as the lot was 10 acres or more. Currently, there are only 4 properties in the R-l that
may be large enough to support agricultural uses; the Vickers property, 7384 Old Mill
Road, 7396 Old Mill Road and 7357 20th Avenue. I have been told that 7384 Old Mill Road
and 7396 Old Mill Road are owned by siblings and have extensive wetlands. 7357 - 20th
Avenue also has extensive wetlands and Dick Travis has said that because of the wetlands
on this lot, there is very little dry land to develop.
(
Thanks for your thoughts.
My other question is: Does there exist a statutory or legal definition of "interise
commercial" agriculture? The text for R-l indicates that this activity will not be
-eflected in R-l. Do or can slaughter houses qualify as "intense commercial" agriculture?
Have a great weekend!
Kim
(
1
Page 1 of 1
Teresa Bender
From: Paul Palzer [ppalzer@centervillemn.com]
Sent: Monday, June 28,2004 6:46AM
To: Teresa Bender
Subject: House heights
Good Morning Teresa,
Joel did some investigation into the existing absolute height of homes from their lowest grade point to the highest
point above grade. Currently the highest is 52 feet and a the proposed new home on Mound Court will be 56
feet. These meet the 35 foot averaged ground and roof/eave height allowed in ordinance #4. Planning and
zoning were interested in this number so they can amend ordinance #4 accordingly. Please include this
information for their next meeting. Thanks, Paul
6/28/2004
CITY OF CENTERVILLE
PLANNING AND ZONING COMMISSION
JUNE 1, 2004
Pursuant to due call and notice thereot: the Planning and Zoning Commission held their regularly
scheduled meeting on June 1, 2004, at 6:30 p. m.
COUNCIL:
Chairperson Brian Hanson d
Commissioner John McLean
Commissioner Jennefer Klennert Hunt ro.Je
commisSiOnerMiCheUeLak:S~O APP IWI
Commissioner Toaharb
None. ..0
Linda Broussard Vickers
PRESENT:
ABSENT:
STAFF:
Mr. Palzer & Ms. Bender
L CALL TO ORDER
1. Roll CaU
The meeting was caUed to order at 6:30 p.m.
II. PUBLIC HEARING(S)
m. APPEARANCES
1. Mr. Ray Devine - Plaque for Years of Dedicated Service
2. Mr. Dave Kilian - Plaque for Years of Dedicated Service
Chair Hanson presented a plaque to Mr. Kilian for his years of dedicated service to the
City of Centerville.
IV. OLD BUSINESS
None.
v. NEW BUSINESS
1. Preliminary Plat - Shudy
Mr. Shudy presented the preliminary plat to the Commission for consideration.
Page 1 of3
Planning and Zoning Commission
June 1,2004
Meeting Minutes
Chair Hanson asked if there are any specific BPA issues with runoff.
Mr. Shudy indicated they would need to have an EP A storm water permit and then
explained that they have a pond on site and a water reclaimer that reuses a lot of water.
Mr. Palzer indicated that he has reviewed the plan and he thinks having everything inside
the building is good for dust control. He then commented that Mr. Shudy runs a clean
operation and the use of the reclaimer for saving water helps control runoff issues.
Council Liaison Broussard Vickers asked if the driveways would be removed by the
property owner across the street.
Mr. Shudy indicated that he would be discussing the matter with the adjoining property
owner and hopes to get an easement from him.
Commissioner Wilharber asked where sewer and water comes in.
Mr. Shudy indicated that it comes down 21st from Lino.
2. Letter ofInterest Mr. JeffHanzal
Motion by Commissioner Wilharber. seconded by Commissioner Lakso to
recommend that Mr. Banzai be auuointed to the Plannin2 Commission. All in
favor. Motion carried unanimously.
VI. DISCUSSION ITEMS
Chair Hanson told the Commission that the townhome project will not be coming to the
City because they did not get the TIF financing. He then said that the developer has
indicated a desire to develop in Hugo. He further indicated that it looks like the office
townhomes may not be built either.
1. Ordinance #4 - New Format
Chair Hanson suggested clarifying the section on height of buildings and where the
measurement is taken from.
The Commission asked Mr. Palzer to conduct some research and make a
recommendation as to how to measure height.
Council Liaison Broussard Vickers asked whether the moratorium would need to be
extended so that the Commission would have more time to review the proposed changes
to Ordinance #4.
Page 2 of 4
Planning and Zoning Commission
June 1,2004
Meeting Minutes
Ms. Bender indicated that Staff believes that the deadline is August and that the current
Ordinance #4 covers slaughterhouses.
Ms. Bender agreed to ask the City Attorney to look into Ordinance #4 but commented
there is a requirement with animals based on parcel size.
Ms. Bender indicated Staff would like to add PUD overlays to the zoning map.
Delete the building certificate of occupancy.
Mr. Patzer asked that permits for swimming pools be added.
Council Liaison Broussard Vickers indicated she would like to require that all sheds
require a permit.
Commissioner Klennert Hunt indicated she would like to keep the permit fee reasonable
to make sure it is manageable for residents.
Commissioner Wilharber said he was concerned with requiring the certificate of survey
due to potential costs.
The Commission agreed that fences would be allowed within two feet of the property line
with a zoning permit or on the property line with written permission or survey.
The Commission agreed that it would like to allow the potential for a 24-hour gas stations
but prohibit them in the Ml district and require a special use permit in the commercial
district.
Staff was asked to research the home businesses and business licensing.
The Commission discussed the proposal to allow six-foot sideyard setbacks and agreed to
provided it met with the approval of the Fire Chief.
The Commission agreed to 32-foot driveways for three car garages, 24-foot driveways
for two car garages and 12-foot for one car garages.
The Commission asked for information on how surrounding communities handle
temporary storage structures and PODS.
Driveways are to be six feet from the side lot line.
Accessory structure height 15 feet at peak.
The fence height for pools should be four feet.
Page 3 of4
Planning and Zoning Conunission
June 1,2004
Meeting Minutes
No commercial dumpster on Ml on residential lots including those that are commercial
and rented out for residential purposes.
No above ground fuel tanks in the residential district and MI district exempting out RI.
Staff to look into wording from other cities.
Mr. PaIzer indicated the reference to public works director should be the City because
public works does not permit. He then said that it states that every applicant for a
building permit needs a storm water permit.
Chair Hanson indicated that anything smaller than one acre or larger or if closer to a
creek or lake where runoff could cause issues, permits are required.
Mr. Palzer indicated he would like to define a buffer zone around the ponds to get
residents to stop maintaining them.
Consent to do natural height and conduct research on noxious weed requirements.
Chair Hanson asked about snowmobiles and ATVs and the potential of disallowing usage
within the City based on what is happening in Lino.
Ms. Bender agreed to provide an update at the next meeting
vn. CONSIDERA TION OF MINUTES
1. May 4. 2004 Planning and Zoning Meeting Minutes
Motion by Commissioner Wilharber. seconded by Commissioner Lakso to approve
the Minutes of May 4. 2004. as presented. All iu favor. Motion carried
unanimously.
VllI. ADJOURNMENT
Motion by Commissioner Wilharber. seconded by Commissioner McLean to
adiourn the June 1. 2004 PlanniDi~ Commission Meetin2 at 8:45 p.m. All in favor.
Motion carried unanimously.
Transcribed by:
Joan Lenzmeier, Recording Secretary
TimeSaver Off Site Secretarial, Inc.
Page 4 of 4
Centennial Fire District
7741 Lake Drive
Lino Lakes, MN 55014
(651) 784-7472 - Office
(651) 784-2427 - Fax
June 29, 2004
Kim Moore-Sykes
City of Centerville
1880 Main Street
Centerville, MN 55038
Dear Kim,
The Centennial Fire District along with Lexington Fire Department,
Centennial Lakes Police Department, Lino Lakes Police Department and the
Lino Lakes Park & Recreation Department will be holding the annual Safety
Camp on August 12, 2004. This event consists of approximately 150 children
who attend and are between third and fourth grade. This program consists of
8 classes that are all safety related and mixed with fun in between the classes.
This is an all day event and will be held at Rice Lake School located at 575
Birch Street in Lino Lakes. Each year this event has been such a great
success in teaching the children of our community safety procedures.
We would like to invite you to come and observe any part of our full
day event. Our graduation ceremony takes place at approximately 5:30 p.m.
and is a great highlight of the day. With 150 children in the camp on this
day, I may miss your attendance, therefore please bring it to my attention that
you are present.
With your busy schedule, we do understand if you cannot attend.
However, it is a wonderful feeling to see how we have educated these
children in our community.
Sincerely,
~.t3~
Milo Bennett
Fire Chief