HomeMy WebLinkAboutPark Shelter 01-1253, Plmbg 02-0190
:; (') 000000 ." 0 :.- -n
Z_
1Il 0 :x: ~ c ~~
"8 en."z"''''''' 0 c
g Sl s: =4zen~OO z m ::u mO
0 3: ~:'-c3:i~ m ::u m n."
.., zrs:zcz Z en ::!."
h1 m en
=-:. Z ~ ::!Cl~Cl ~ O;:a
z-
h1 -t m 0 - zO
K:) en n z 0 ..::J O;:a
S -i Z
0 ::!!;
~ z n"
." n mm
~ 0 :.-
;:a r
~ -i r
."
~ :x: 0
~ m ;:a 000000
z ;:a
~ m m 3:"tIen~3:"tI
>< Z mr~>mr
-i nC -inC
=-:. Z ~ en :x:3: m:x:3: ." n en
~ ~ "tI
en m .,,!!!;:a;:a;:a!!! m 0 n
<:> ~ "tI :l n ZZ:X::X:-Z ::u z :x:
::! m 11l -i >ClgO Cl 3: -i m
n :::!. 0 r." 0 ;:a =4 ;:0 c
~ ()
::! 0 z -"" - Z C
ZCC r
~ 0 ;a lJl ~"tI"tI ~ Y. m
z :1 m C
~ ."
N 0 "'t-
....
~ :x: ;:a
m 0
~ 0 n
C 0 - -
;:a < 000000
en m
:i! z ;:a Cl."."n~ f~
z >:ii:iiO - - -l
Ro :.- Cl f!!mm3:Cl (). m
~ ~ _"tI"tI"tI~ !..J)
~ Z ~!;!;!;c
n >nnz:;;
3 _mm-i-
!T1 ;:a"';:a r -l
-i-- r i
enZ z m
-i~ Cl
)%'~ ~t\) - ~~ooo " ~ ~ -0
5" 0 ,
1Il :J: C z_
"8 ~ en z"''''''' 0 c ~::c!
~ ~ o 0 =4zen~OO z m ::u me
;:a ;:a ;:a ~>c3:i~ m m
:1 ;:a ;:a " ;:a en n."
m ~r~~~~ Z en ::!."
en ~
~ n > O;:a
-i "- z-
> -i m 0 - zO
~ (ij n Z 0 o;:a
S ~ -i Z ~
~ 7' 0 n 0 ::!!;
0 Z -i Z n"
." n > 0 % mm
~ 0 > ~
;:a r Z
r C
~ -i ." "tI ."
~ :x: 0 ;:a ::u
~ m ;:a 0 0 000000
Z ;:a n n ,--..
~ m m m m 3:."en~3:"tI ~
>< z m m mr~>mr
-i c c nC -inC
>iii Z ~ en :x:3: m:x:3: ." n en
I ~ "tI
en m .,,!!!;:a;:a;:a!!! m 0 n
~ ." n zZ:J::X:-Z ::u Z :x:
::! m 11l -i >ClgO Cl 3: -i m
~ n ~ (5 r." 0 ;:a =4 ;:0 c
::! 0 Z -"" - Z C
0 :l ZCC r-
~ - lJl ~"tI." ~ m
Z :1 m c
~ N ."
.... 0 C)
~ :x: ;:a
m
~ 0 n -
C 0
;:a < 000000
en m -
ti! z ;:a Cl."."n~ f'!
:.- z >:ii:ii0
Ro Cl f!!mm3:Cl
~ ~ _"tI"tI"tI~
~ ~s:s:s:c
Z >nnz:;;
3 n _mm-i-
!T1 ;:a"';:a r -l
-i-- r i
enZ Z m
-i~ Cl
:; OWO 0)<0000 ." ~ ~ -0
1Il :J: C z_
"8 (") 0 ~ en."z"''''''' 0 C ~::c!
g 0 0 =izen~OO z z ::u
(") Sl ::tI ;:0 m>c co m mO
:.- 0 ::tI m ;:0 m ~."
r- :1 ;:0 ;:0 " -r-s:3:Z-i Z en
t'l m m Z -0- en
r- 0 0 en en -iz>z ~ -."
=-:. t -i -i > "tI _Cl-iCl 0;:0
h1 -i m 0 - Z-
K:l .... ::E > (ij (") Z 0 zO
S cD 0 0 ." -i Z 0;:0
-i
00 ;u 0 > 0 ::!!;
~ UI ?' (")
0 Z -i Z 0"
." 0 > 0 mm
~ 0 > Z .?!
;:0 r-
r- 0
~ -i ." "tI "tI
~ :x: 0 ;u ;u
~ m ;u 0 0 O~O 0 0 0
z ;u 0 0
~ m m m m 3:"tIen~3:"tI
~ m m
z 0 0 mr-~>mr-
>iii CJl OC -iOC
;0 ~ Z ~ "tI :x:3: m:x:3: ." (") en
~ en m .,,!!!;U::tl;U!!! m 0 (")
~ "tI :l 0 ZZ:x::x:-Z ;:0 z :x:
::! m 11l -i >ClOO Cl 3: -i m
:::!. (5
~ 0 () r-~~~ ~ =4 ;:0 C
-i 0 Z C
0 ;a ZCC Z - r-
~ lJl ~"tI"tI ~ m
z :1 m C
~ ."
N 0
....
~ :x: ;U
m
~ 0 0 ""
C 0 I
;:0 <
en m 000000 -
:i! z ;U Cl"''''Om N ~
:.- z >:ii:ii0~ -l
Ro Cl f!!mm3:Cl m
C \!\
~ < _"tI"tI"tI~
~ :.- ~s:s:s:0 ltJ
z
0 >OOZ:;;
""'l !T1 _mm-i_
~ ::tI.,,;U r- -l
-i-- r i
CJlz Z . .. m
-i~ Cl
:; 0 ~~ (') 000000 ." 0 :.- -0
z_
1Il 0 :J: ::E c ~::c!
"t:l 0 en."z."."." 0 C
11l 3: z
g Sl 0 o 0 =izen~OO z m ;:0 mO
0 ;lJ ;lJ ::u 3: ~>c3:iS m ;:0 m 0."
t::::l :1 ;lJ ;lJ " zrs:zcz Z CJl ::!."
h1 m m en m en
=-:. 0 o > Z ~ ::!Cl~Cl ~ 0;:0
-i -i -i z-
h1 ~ -t m 0 - zO
K:) > - en (") z 0
o en -i Z 0;:0
S -i ."
::u - > (5 ::!!;
~ 7' o 0 z 0"
Z -i
0 > 0 mm
~ 0 > Z .?!
;:0 r C
r
~ -i ." "tI ."
~ :x: 0 ::u ;lJ o 0 0 0 O~
~ m ;lJ 0 0
z ;lJ 0 0 r:,
~ m m m m 3: "tI CJl ~ 3: "tI I
>< Z m m mr~>mr
-i C C OC -iOC
>iii Z 0 CJl :x:3: m:x:3: (") en
;0 ~ "tI ."
~ en ~ m .,,!!!;lJ;lJ;lJ!!! m 0 (")
"tI :l (") ZZ:x::x:-Z ;:0 z :x:
::! ~ m 11l -i >ClOO Cl :!: -i m
:::!.
~ (") () 0 , r."OO ;lJ =i ;:0 C
-i 0 Z -"" - C
~ 5 :l lJl ZCC Z r
:=r t ~"tI"tI ~ m
z m C
~ ."
N 0
....
~ :x: ;lJ
m
~ 0 0
C 0 ~
;:0 < 000000
en ~
m ~ V 0
:i! z ;lJ Cl.".,,(")m
Z >:ii:ii0~ o ~
Ro :.- Cl f!!mm3:Cl \
c ,
~ ~ _"tI"tI"tI~ '\
~ ifi!;!;!;c "-
Z >ooz:;;
3 (") _mm-i- ~
!T1 ;lJ.,,;:o r -l
-i-- r ~ ""'-- i
enZ z m
-i~ Cl ........
VI
\
:; 0 o"j( (') 000000 "tI 0 :.- -0
z_
'" 0 :x: ~ c ~::c!
"t:l 0 0 :IE CJl"11z"11"11"11 0 C
11l 0 0 3: z
g (") Sl ;lJ ;lJ 0 =iZCJl~OO z m ;:0 mO
:.- 0 ::u 3: m>c CO m ;:0 m
:1 ;lJ ;lJ " -rs;:3:Z-i en 0"11
t'l r- m m m z -c- z en ::!"O
r 0 0 CJl ~ ::!~~~ ~ 0;:0
=-:. t > z ~
h1 -i -i z-
~ > -i -t m 0 - zO
Ie .... (ij en (") z 0
cD 0 0;:0
S -i "11 -i Z
00 ::u (5 > (5 ::!!;
~ UI 7' 0
~ 0 Z -i Z 0"
"11 0 > 0 mm
~ 0 > Z .?!
;:0 r
r c
~ -i "11 "tI "tI
~ :x: 0 ;lJ ::u
):r m ::u 0 0 o 0 0 0 Of
h1 z ;lJ 0 0
~ m m m m 3: "tICJl::E3:
>< m m
-i Z C C mr~>mr
=-:. en OC -iOC
;0 ~ z ~ "tI ~ :x:3: m:x:3: "tI
~ en m "11!!!;lJ;lJ;lJ!!! m
c ~ "tI :l 0 zz:x::x:-Z ;:0
::! m 11l -i >ClOO Cl :!:
0 :::!. (5
~ () r"1100 ::u =i ~
-i 0 Z -"" -
0 Zcc z
~ & lJl s:. ~"tI"tI ~ ~
z m
~ "11
N 0 0
.... ~
~ :x: ;lJ
m
~ 0 0
C 0 ~
;lJ < 000000 \)
CJl m
:i! z ;lJ Cl"11"110m 9-> 0
z )>
> >:ii:ii0~ -l
Ro c Cl f!!mm3:Cl I m
~ < _"tI"tI"tI~ J>~
> ~s:s:s:c
~ z ~
0 >ooz:;; 0 ~~
""'l !T1 _mm-i- -l
~ ;lJ"11;lJ r .~
-i-- r i
CJlZ z .~ m
-i~ Cl ~ ,-
t",~ ~
~
~
::!
g
t::::l
h1
=-:.
h1
K:l
S
~
~
~
~
~
=-:.
h1
~
~
~
~
~
~
~
~
:i!
Ro
~
~
""'l
~
(")
>
r-
r-
t
....
I
CD
00
UI
o
"11
o
;lJ
-i
:x:
m
z
m
><
-i
Z
CJl
."
m
o
-i
o
Z
N
....
:x:
o
c
;lJ
CJl
Z
:.-
c
~
z
(")
!T1
'"
'"
"t:l
11l
Sl
~
~~~
000
::tI ::tI ::tI
;lJ ::tI "
m m CJl
00>
-i -i -i
~ ~ (ij
;lJ ::! ~
7' 0 0
Z -i
o > 0
> Z ;lJ
Fc.-<
"11 "tI "tI
o ;lJ ;lJ
::tI 0 0
;lJ 0 0
m m m
z g} g}
CJl
"tI
m
o
-i
(5
Z
lJl
m
"11
o
;lJ
m
o
o
<
m
::tI
Z
Cl
o
~
:l
11l
~
o
~
o~oooo
CJll-J z "11 "11 "11
=izen;:aOO
m>c>CO
_r-r3:Z-i
Z >-C-
CJl -i~>~
"tI - '" -i '"
m 0 -
(") Z 0
-i Z
(5
Z
000000
3: "tIen:!;3:"tI
mr-~>mr-
OC -iOc
:x:3: m:x:3:
"11!!!;lJ::tI;lJ!!!
ZZ:x::x:-Z
>ClOO Cl
r~~~ ~
ZCC
~"tI"tI
ooooo~
~:!!~~om
CJl;:a;:a
C~~
Z!;):):
mOO-
!:mm~_
;lJ"11;:a r-
-i-- r-
CJlZ Z
-i~ Cl
."
:x:
o
z
m
z
9
."
m
::u
3:
=i
Z
9
,,~
......... <::
~ ~ "
D~i-
"\
~
~
z
m
;u
>
c
c
::u
m
CJl
en
---
'"
~
o
o
o
Z
-i
;:0
\\
....
-0
z_
~::c!
mo
0"11
::!."
O;u
z-
zO
0::U
::!!;
0"
mm
t
~
t'
CJl
o
:x:
m
c
C
r-
m
c
~
~.
~
~~
~
-l
i
m
~ oooo~
:; oil ." 0 :.- -0
1Il :x: ~ c z_
~ o 0 en."z."."." 0 z c ~~
g 0 Sl o 0 =izen~OO z m ;:a mO
:.- 0 ;:a;lJ ~>c3:i~ m ::u m n."
t::::l r- :1 ;lJ ;lJ zr!;zcz Z en ::!."
h1 r- m m en ~ en
=-:. t 00> ~ ::!Cl~Cl O::u
-i -i -i z-
t'l m 0 - zO
K:) .... ::E > - o Z 0
I o 0 en O;:a
S CD -i Z
00 ;lJ ::! ~ 0 ::!!;
~ UI " 0 0
0 Z -i Z 0"
." o > 0 mm
~ 0 > Z ;lJ
;:a F c :< ~
~ -i ." "tI "tI
~ :x: 0 ;lJ ::tI
~ m ;lJ 0 0 000000 \'"
z ;lJ 0 0
~ m m m m 3:"tIen:e3:"tI C:>
>< m m
-i Z C C mr~>mr ~
):r CJl OC -iOC
~ Z ~ "tI :x::!: m:x:3: ." 0 en
~ en m "11!!!;lJ;lJ;:a!!! m 0 ~ n
<:> ~ ." :l 0 zz:x::x:-z ;:a z :x:
::! m 11l -i >ClOO Cl 3: -i m
:::!.
~ 0 () 0 r."OO ;lJ =4 ;:0 ~ C
-i 0 Z -"" - Z C
0 ;a Zcc r-
~ lJl ~"tI"tI 9 m
Z :1 m ~ C
~ "11
N 0
....
~ :x: ;lJ
m
~ 0 0
C 0 ~
;:a < 000000 ........ ~\
en m \
:i! z ;lJ Cl"''''O~ ~
:.- z >:ii:iiO '" -l
Ro Cl f!!mm!l:Cl ~ m
C
~ ~ _.".,,"tI~
~ Z ifi!;!;!;c
n >ooz:;; ~
3 _mm-i-
!T1 ;lJ.,,;:a r -l
-i-- r i
enZ z m
-i~ Cl
:; o"\t 0 o 0 O"@ 0 0 ." ~ :.- -n
1Il :x: c z_
~ 0 0 ~ CJl"11z"11"11"11 0 Z c ~::c!
g n Sl 0 0 =izen~OO z m ::u mO
> ~ ;lJ ;lJ ::u ~>c3:i~ m ;:0 m 0."
t::::l ;lJ ::u " en
h1 r- m m zr!;zcz Z en ::!."
r 0 0 en en -iCl>Cl 9 0;:0
=-:. t: -i -i > -t ~ (5 ::! z-
t'l :!; > -i zO
K:) .... (ij en 0 z 0
S cD 0 0 "11 -i z 0;:0
00 ;lJ -i > ~~ i';;;: ::!!;
~ UI 7' 0 0 ~
~ 0 Z -i 0 0"
." 0 0 mm
~ 0 :.- > ;lJ
z
;lJ r C :< r
r
~ -i "11 "tI "tI
~ :x: 0 ;lJ ;:0
~ m ;lJ 0 0 ~ 0000 0
z ;lJ 0 0
~ m m m m 3:"tICJl "tI
~ Z m m ~i~~ r
c c c :\)
>iii Z ~ CJl 3:
I "tI ." 0 en
~ CJl m ~dU lJl m 0 0
~ ." '" 0 -z:x::x: z ;:0 z :J:
::! m 11l -i ~ClOO Cl 3: -i m
:::!.
~ n () 0 r."OO ~ =4 ;:0 C
-i 0 Z -"" c::
5 ;a Zcc z r-
~ lJl ~"tI"tI ~ m
z :1 m C
~ "11
N 0
.... -:r
~ :x: ;lJ
0 m 1r"
~ C 0 1 ()
;:0 0 0 f
en < 000000
m
ti! z ;lJ Cl"''''om ~
:.- z >:ii:ii0~ -l t
Ro Cl m
C ~ f!!mm!l:Cl
~ < _"tI"tI"tI~
:.- ~!;>!;c r
~ z >oOz:;;
~ 0 _mm-i_ b
!T1 ;lJ"';lJ r
- -i-- r
j! CJlZ Z
-i~ Cl cr.
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
L White File
2. Pink City
3. Yellow Applicant
PERMIT NO. 0
I~~"bo:;i.~ L=/?~tL~
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID Z5
OWNER
(Name)
Date Rec' d
IO-lS-O(
(Phone) "y'Y t' - 9'~ 7~-
(Address)
~~~~R ..s~L
(Contact Name)
(Address)
(Phone)
(Phone)
o Deck
ORe-Siding
TYPE OF WORK
~ New Construction
OLower Level Finish
o Fireplace
OPorch
OAddition
ORe-Roofing
OAlteration
J
o Misc.
PRomCf COST IV ALUE (excluding land) $..20. coO' 0 <<0
OUtility Connection
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or
authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with
submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may
enter upon the property to erform needed inspections.
x
I/J~
tJV\~{S
Size 5/8"; I";
Pressure Reducer
Signature
Contractor's License No.
db
#
Permit Valuation
Permit Fee
Plan Check Fee
State Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer & Water Permit Fee
$
$
$
$
$
$
$
$
Sewer/Water Connection Fee # ..,
( 7.J;C> '" I-
Water Tower Fee 0 # 2
Builder's Deposit
'--
TOTAL DUE~ At..-
I Paid I~. crV
Date I-I -) - () ,
I ~~ <<J fz.-7____ I
Gas Fireplace Permit Fee
it-l -6
I/-v"o/
Date ,
/O/!/fJl
ate
$
$;1.
$
$
$
$
$
$
$
'2.4~.'-
00-
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issue t\/~~ StU? -,A$1:~ ~T~~
Date Special Conditions, if any
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
Prior Lake Park Building
Plan review comments
September 14, 2001
. Signature from the Architect of record (SBC 106.3.4)
. Submit structural plans signed by the Engineer of record (SBC 106.3.2)
. Permit application
. Soils report (SBC 106.3.2 & SBC 1804.3)
R... Will there be cooking in the concession area?
'-. Complete code review by the Architect of record (106.3.1)
. Site plan or survey as required by the City Planning department
~ (Contact Jane Kansier 952-447-9812)
~ Site utility service plan
~. Van access parking (SBC 1341.0428)
~ Accessible site approach, include all exterior concrete walks and finished areas
(maximum 1:20) (SBC 1341.0422 Subpart 5)
~ . Accessible counter tops at concessions area. (36 min horizontal, max. 36"
high)(SBC 1341.0720)
Accessibility signage (SBC 1341.0476)
Accessible hardware required (SBC 1341.442)
18" minimum forward approach side clearances at pull doors (SBC 1341.0442)
Details of accessible toilet rooms do not match floor plan for toilet location
Grab bar other toilet room equipment details (SBC 1341.0448)
Room ventilation requirements (SBC 1202)
Protection of wood in the open area and truss tails from exposure to the elements.
(Provide details) (SBC 2306)
Separation of columns and concrete slab in the open area. (Provide details)
Minimum 22"x30" attic access (SBC 1505.1)
Separate permits are required for electrical, heating/ventilation, plumbing, etc.
SAC determination by Metropolitan Council Environmental services (Jody
Edwards (651) 602-1113)
Il.. Emergency Lighting in rest rooms (SBC 1003.2.9)
-f( ·
..- (l... .
,--- 2 ·
~.
~ fl.
fl.
--t. .
-fl.
~:
C!>
This plan review is preliminary, additional requirements and submittals may be identified
....... :
,,'P!l~M aq lOU lIe4s UO!p!ps!Jnf a4llo saoueUlpJo
Ja4l0 .10 apoo S!4l lO SUO!s!^o.ld a4l laoueo .10 aleIO!^ Ol AlP04lne a^!6 Ol 6u!wnsa.ld
Sl!WJad 'uO!PIPspnf a4llo aoueu!pJo Ja4l0 f\ue lO JO apoo S!4ll0 SUO!S!AOJd a4llo f\ue
~o UO!leIO!A AUe '~O leAOJdde ue JO 'JO~ l!WJad e aq Ol panJlSUOO aq lOU lIe4S SUO!lelndwoo
pue SUO!leOlllOads 'SUeld lO leAOJdde JO l!W.lad e lO BU!lUeJB JO aOUenSS! a4.1"
~~ ~?_Y?J /0 >?ole, ~d ~ >170/
~~~~ 'Q'S~ ~~~
~O'1<2E~
~wCf!;d/~~ I~ ~
o - 7\13 ~"J ~.('1
~avp? ~S5~ >1AYldt ~ ~(J~
:Sluawwoo
~r~ :A8paMa!Aal::l
pa!uao
) &l~!ll
:aleo
"./I SUO!lOaJJOO 4llM paldaoov paldaoov
:J.if1OJ :3 tv /1' i:/ >\ \t \'Id N y~'t} '7\1Vy10\1L
? N<?! ~ c I :le pasodoJd S! 40!4M f\l!Alloe uo!pnJlSUOo JOl UO!leo!ldde
llWJad BUIPl!nq a4l paMa!AaJ aAe4 SlUaWlJedaa BU!UUeld pue '6upaaU!6u3 '6u!Pl!ns a4.1
1 CJ}- Qt - 0 I 03^13038 NOl.1VOllddV
3>1V~1 ?)or'ce-~(J /\-L1J .1NVOllddV~03~VN
lSI1)103HO lN3Wl~Vd3a NOIlVOl1ddV llW~3d ~Nla1ln8
6UIUUBld - >/Uld
6UIJaaUI6u3 - AlBUBO
6UIPI!"a - a.IL/M
.uluno.) ~'1.'1 ~'II JO J.ltU".} .1'11.
."
...... ,:"
;~
.;. ~ .
,.- ~"",
~, ,.~ ,'.
--u
-
The Cenler of Ihe takr Counlry
~J --L11~
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
C, 11'{ OF PR lOR L-Ak.t:
10- 25-01
The Building, Engineering, and Planning Departments have revie
application for construction activity which is proposed at:
HOMAS r< AN
ed the building permit
17&00 LONE:
'RT
Accepted
x
Accepted With Corrections
Denied
Reviewed By:
j1/;t B
Date: /0 '2t-ol
Comments: See Reverse Side for Additional Information!
Bee Alli:n;lunenls: '1) 'Grading Plan, 2) Erosion Control Measures
. . 3) Erosion Control Plan
.
'>
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this'code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
ADDITIONAL COMMENTS FOR BUILDING PERMIT APPLICATIONS
. Surface storm water drainage flowing to the perimeter of this lot to and from
adjoining properties must be conveyed to the roadway and/or to the rear of the lot
in drainage swales within the drainage easements.
. All bare soil areas must be protected fro,m eroding into neighboring properties
through the property installed and maintained silt fence or bales.
. The silt fence required by the erosion control plan must be installed prior to any
earthwork being started.
. The builder is responsible for maintaining the erosion control measures until the
turf is established. \ ..
. The rock construction entrance must btf installed at the time of backfilling of the
foundation. ~
~
Metropolitan Council
Building communities that work
October 3 1, 2001
Bob Hutchins
Building Official
City of Prior Lake
16200 Eagle Creek Ave.
Prior Lake, MN 55372-1787
Dear Mr. Hutchins:
The Metropolitan Council Environmental Services Division has determined SAC for the
Lake Park Building to be located within the City of Prior Lake.
This project should be charged 2 SAC Units, as determined below.
SAC Units
Charges:
Fixture Units
38 fu. @ 17 fu.lSAC Unit
2.24 or 2
If you have any questions, call me at 602-1113.
Sincerely, . a. ~
JO~ardS
Staff Specialist
Municipal Services Section
JLE: (302)
01l031SC
Cc:
S. Selby, MCES
Metro Info Line 602-1888
www.metrocouncil.org
230 East Fifth Street . St. Paul. Minnesota 55101-1626 . (651) 602-1000 . Fax 602-1550 . TIY 291-0904
An Equal Opportunity EmpIDyer
Date Rec'd
2-20-02-
L Blue File I PERMIT NO I
2. Gold City . 0 Z. "0100
3. Yellow Applicant 7 .
ZONING (office use)
D
tJ J t2---r
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID~
- -0
OWNE(:J r. D~
(Name) 'J~ e r ~C.<-
l~
1=-
(Phone)
(Address)
~
APPLIC~T f) 0" .
(Name)~e L n+-r J~ -rL..Jw-.B,u-.!k, 3~.(:,.,:Gv6. (Phone) 5D'1-b~3-'t8 '{O
J
(Address) 3D bl f~ ~8- US' .~ rJ o.a.=r1t-~ E"U) , JlllJN 5>-sCJs7
(Address) (City) ,/ (Zip Code)
(Contact Person) E\ltt A~ PcJ4M. (Phone) 5D7-1o~3-78 '7()
APPLICANT SIGNATURE DATE ..z () L
APPLICANT PLEASE COMPLETE BELOW
Quantity Type of Fixture Quantity Type of Fixture
Bath Tub with or without shower Rough- ins
Dishwasher I Water Heater
Lf Floor Drain Water Softner
t.) Lavatory (Bathroom Sink) Stand Pipe (Washing Machine)
L Laundry Tray (lor 2 compartment sink Sewage Ejector
Shower Stall Backflow Assembly
I Sinks Backflow Assembly Test
Bar Sink Lawn Sprinkler
IT Water Closet (Toilet) / Other
.
FEE SCHEDULE
Industrial, Commercial & Multi-family I % of job cost with a $39.50 minimum
7
Estimated Cost $ /1 /)()O~ Building Permit # Oz, 0/90
PLUMBINGPERMITFEE $~o~C>l> JIlt'I~V'
STATE SURCHARGE $ .50 ~I~I b~
TOTAL PERMIT FEE $ 170 .SO
Residential, New One & Two-Family $99.50
Residential, Additions & Alterations $39.50
Date
r Building Permit When Approved
:2":1\ -02-
24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
"
'"
Lf---------=-Q ·
I u U U LI tooIlI L.l
fI1-1f (lltXiI'J
./fJ'-If '-'-- .,
-
".-~
.-----
"4
r
W4
,.
.:.
MEN'S ROOM
[3] ~"
"4 W4
V.\
1Cl. I'l'JIT -STAiHID
I
I
I
ADA
, ~ W.F. I
Jl.. I
I
I
I
I
"
.I). '!:l
"
iI
.....;!:!!- -" - ------
3 G.
.'~9Ml:
1ST 0I0MR
,
..
CONCESSIO ~
o:::r .0. ~ J
'- P-l.NI"=
2'4 J 2'4 (;J1.u~
CQNt. I'ILl.ID
COlUI1l "" llIlNI'.
7'lI'l1/....vrJif! -: . .;.
- Gi:iiI)' iT - - -,.<
- ':-ST1!P Ct:UITIIlrCll' I u . I
., Mti . _ ClIU ,j.l:!J
1.2
"
..
~
..
"~-~--~-J;J- U __~__U__
... Ill.QQt I.IHTIL
'111.... 1lII2.... IlIIlI'QICI
"...
"-IlW'ID U c.TClP
WE AU. COlMIlS
FLOOR PLAN
~
~ KEnMPUMPER
PWMBING It HEATING
1081 Ebel Way, Northfleld, MM. 55057
-,
1f1....
""-6'
~-..
".....
51-e'
1'-4,'
i' STIWCT SLAB STOOP HIlI!i fIol
O.C. E.H. ON 1 1/2'.20 1M. FORM'
AIR VOID ltlDER!l.Ae TYP. U.N.O.
I
I
I
I
I
1'-0' 0'11 I
-I
I
I
I
I
I
I
I
I
I
------------------~
"
..
"4
r
~~
I ~
L_l
4' CONe SLAB ON
GRADE ON 5'
COMPACTED SAND
ClJSI.IION TYP. U.N.O.
I ' I I
. I
I' I
I L__..J
- -J r- - - -1
"
~
f
ill
7-0' FT'
't
,.,
r---;-
I
I.
1I-4
151..,'
INDICATES ... VERT. WALl.
RElI1'ORCE 0111. TO FTG.
FILL. ~L CORes 9aJO
1"13000 ~ GRClUT . eAAS
FOUNDATION PLAN
2002 7: 10PM
1-03- 1.... c.l.
JHI~~~ .
.1
I
I
I
!
I
j
I
.1
\
i
i
I
I
I
;/
I
i
I
!
;
I
.,
:i', .
~!
:~
.:
.1
.!
.
I
.
i
i
.,
j
!
~ 1
,j
l
I
~ .
J
I
.
FROM
.-r-cu'l
P.2
..,.~~
l::Il~'(1:lbSMI1:!I .
'?fat) fY). 2( 7Zg
i
,
.. !.
.
r
'1, ,
-"'
,
~ .
. .
.j ,
,.
I
j ; ,
l'.:\~
1, ~
i:- ......
'-J
i , '
.,
.~. .
~~
. i
j
I ~
i' I
:1
.j.
1
<
i
1
\:
r~l
l'~
/
/
./
I
i
. I.
I I
if
"
. '
.
~
~
rC
~
: ,I . i
I'
ilf~ ~
[!I~~.
" i~~
TOTAL P. 02
MINNESOTA DEPARTMENT OF HEALTH
Division of Environmental Health
REPORT ON PLANS
Plans and specifications on plumbing: Thomas Ryan Memorial Park, 17600 Lone Pine Court, Prior Lake,
Scott County, Minnesota, Plan No. 021728
OWNERSHIP:
City of Prior Lake, c/o Mr. Frank Boyles, Manager, Prior Lake City Hall, 16200 Eagle Creek
Avenue, Prior Lake, Minnesota 55372
SUBMITTER(S): Keith Pumper Plumbing & Heating, Inc., 5061 Ebel Way, Northfield, Minnesota 55057
Plans Dated:
Date Received: January 7, 2002, December 18,2001
Date Reviewed: January 23, 2002
SCOPE: This review is limited to the design ofthis particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected. The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference.
A set ofthe identified plans and specifications is being returned to Keith Pumper Plumbing & Heating, Inc.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the
finished plumbing inspection. It is the responsibility of the contractor/installer to notify the State Health
Department when the installation will be ready for a test and inspection. To schedule inspections, contact the
state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary Topp
at 651/215-0841.
REQUIREMENT(S):
1. The minimum size cold water line to the flush valve type water closet is 1 inch in size. Please revise the
plans accordingly.
2. Please verify that the 1 Y4 inch cold water line is maintained to the last water closet.
3. Water closets in public bathrooms must have elongated bowls with open-front seats.
4. A water closet shall not share a common vent with another fixture connecting to a vertical drain at a
different level. Wet venting of water closets is only allowed when stack venting in accordance with
Minnesota Rules, part 4715.2560.
5. Pot or scullery sinks must be provided with waste outlets not less than 2 inches in diameter (see Minnesota
Rules, part 4715.1390, subpart 1).
Thomas Ryan Memorial Park
Plumbing
Plan No. 021728
Page 2
January 23, 2002
6. There shall be at least two cleanouts in the building drain, one at or near the base of each stack and one near
the connection between the building drain and the building sewer (see Minnesota Rules, part 4715.1000).
7. Faucets equipped with threaded hose connections must be provided with approved backflow preventers.
8. Water heaters must be installed so that they are readily accessible for inspection, repair, or replacement. A
water heater with a tank capacity of 6 gallons or less may be concealed in a ceiling space provided the water
heater has been set in an overflow pan (see Minnesota Rules, part 4715.2240 for requirements).
9. Verify that roof scuppers discharge to a place of disposal satisfactory to the administrative authority. In no
case, shall water from the roofs be allowed to flow upon the public sidewalk. If the building is to be served
by an internal storm drainage system, provide roof plans which indicate the arrangement of the storm
drainage system for review and approval before installation.
10. Each building must have its own independent connection with a public sewer, except that a group of
buildings may be connected to one or more manholes which are constructed on the premises, and connected
to a public or private sewer. These manholes must conform to the standards set by the local sewer authority
(see Minnesota Rules, part 4715.0310).
11. All underground sections of building drain and building sewer pipe located within 10 feet horizontally of
underground water service pipe must be constructed in accordance with Minnesota Rules, part 4715.1710,
subpart 2.
12. The water piping system shall be disinfected in accordance with Minnesota Rules, part 4715.2250. The
plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820.
13. Materials used for the plumbing system shall comply with the standards set in the Minnesota Plumbing
Code (see Minnesota Rules, part 4715.0420). The copper water distribution piping must meet ASTM
Standard B 88. PVC plastic pipe used for the drain, waste, and vent system shall comply with ASTM
Standard D 2665, D 2949 or F 891 (see Minnesota Rules, part 4715.0570 through part 4715.0600).
14. All plumbing shall be installed in accordance with the Minnesota Plumbing Code (see Minnesota Rules,
part 4715.0320).
NOTE(S):
1. The scope of this project consists of a new building. Installation includes two bathroom groups, a three-
compartment sink, a mop sink, a hand sink, floor drains, and a water heater.
2. This facility is served by new municipal water and sewer service connections.
Authorization for construction in accordance with the approved plans may be withdrawn if construction is not
undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean
that recommendations or requirements for change will not be made at some later time when changed conditions,
additional information, or advanced knowledge make improvements necessary.
Thomas Ryan Memorial Park
Plumbing
Plan No. 021728
Page 3
January 23, 2002
n
Public Health Engineer
Environmental Health Services Section
P.O. Box 64975
St. Paul, Minnesota 55164-0975
651/215-0840
CMT:cac
cc: Keith Pumper Plumbing & Heating, Inc. ,/"
City of Prior Lake
Mr. Robert Hutchins, Plumbing Inspector
EHS
Plumbing Unit
File
I
I I
I
I I
I
I
I
~I~ C>
~_\5 '"
z
~I~ ~
I
I .~0l-,91
~
I
I ~::j~
I to u:::: 0
I UJ:zu-
I ""~:z
<::lUi
I a-'''''
I \f) 8
I
I~
I
I
I
I
I
L_,
I
b
~
\
w: J ~
z", -t
in", 'N
~~ ~
1C'l1D. \.C.
~
.:.
...J
'"
~
~ ~ ~:B~
UJ\ 0 <:!~"'~.-
~B *t~U"
\- ' >L \!) GI:!\.i :
\f) rz.zW~1 I
ii'i ~ L___.J
LW
~ffi~
-,
I
I
I ::;
I
I
I ::;
1
1 1
I 1
1
~ ~ ~'
b ::;- . '9
N ~ ~ 12
0
..r 0 1
::; "" 1
\f) I
Z 1 z
UJ 1 <
~ -'
~ 1 tL
d:) I Ql
-' 0
IS) 0
-'
U-
::;
<
o
-<
~~ I
I I I
Il
f i i i
.. ..
~ .~ g
1
If I " " '"
i I .. .. ..
~ ! . . ..
J f i i !
.. .
i ~ I! I! (
:z:
" I ~ ~ \ ;
~ I k k
! c c
i c .
I ! !
I 1 L
-
i . .
I
I
i I\~
. ~
; i\"{:
-'
1 ....J
11 i
-1-1
I
i I
~ , J
e
0 1 I,
en ..
m J
z ~
Ii: 3:1
8 I ~
a:
-
~ 1 J
i K
m ! I
-I--
i _
. r
McGhie
r~!f:"'W;;~~
!~. 'I.,:, 1....1
,,-;..,. ~.
~ ~."',. ,.
J~s:~..
( 'l~~. ;,,..
~;..,,1It~~
Betts, Inc.
Northfield
Minnesota
Land SUlVeying
Civil Engineering
Geotechnical Engineering
Construction Iylaterial Testing
Environmental SeIVices
t
1604 Riverview Lane
Northfield. MN 55057
Tel. 507.645.0964
Fax. 507.645.2842
e-mail. mlc@mbi-nf.com
Established 1995
~,'/.s ~~(J~r
August 22, 2000
City of Prior Lake
16200 Eagle Creek S.E.
Prior Lake, MN 55372-1714
Re: Geotechnical Report
Busse Park Concession Stand
Prior Lake, MN
MBI #N0141/N0423
Dear Sir or Madam:
In accordance with the authorization of Mr. Bob Rykken ofRykken
Consulting, McGhie & Betts, Inc. has conducted a geotechnical subsurface
exploration program for the referenced project. Weare sending you one copy
of our report and one copy to Mr. Bob Rykken. Additional copies can be
provided at your request.
If you have any questions concerning this report or we can be of further
assistance, please contact us.
Very truly yours,
McGHIE & BETTS, INe.
J1M~
/Mark W. Osborn, E.I T.
~
David L Morrill, P.E.
DLM/mo
~ i,.:-'"
'~j.~:
GEOTECHNICAL REPORT
BUSSE PARK CONCESSION STAND
PRIOR LAKE, MINNESOTA
MBI #N0141/N0423
INTRODUCTION
Puroose
f .
t
It is McGhie & Betts' understanding that this report is to be used in connection with the
preparation of a new concession stang in Busse Park in Prior Lake, MN. This stated purpose was
a significant factor in determining the scope and level of service provided. Should the report's
purpose change, the report immediately ceases to be valid and use of it without McGhie & Betts'
prior review and written authorization shall be at the user's sole risk.
The observations and conclusions described in this report are based solely on the scope of service
described in this report. McGhie & Betts has not performed any observations, investigations,
studies or testing that is not specifically listed in the scope of service. McGhie & Betts shall not
be liable for failing to discover any condition whose discovery required the- performance of
services not authorized by the Agreement.
Scope of Services
In accordance with the authorization of Bob Rykken ofRykken Consulting, we have completed a
subsurface exploration and prepared a geotechnical report for the referenced site. Our authorized
scope of work has been limited to:
1. Putting down two (2) standard penetration test borings.
2. Review of available project information.
- ~~
r---
=.
,~
MBI #N0141/N0423
Paae 2
3. Providing a data report containing a review of the subsurface conditions including
preparation of our conclusions and opinions regarding:
A. Site Soil Properties
B. Foundation Systems
C. Floor Slab Support
D. Cold Weather Construction
Our work program for accomplishment of the above objectives included putting down two (2)
test borings, reviewing the project information and observing the recovered soil samples. This
t report will describe our field observations, present the results of the field tests, and provide you
with our engineering recommendations.
t
SITE CONDmONS
Surface Conditions
The site of our exploration is within Busse Park in Prior Lake,:MN. The topography at the site
slopes slightly from the north downward to the south. Elevations of the borings were based on an
assumed datum of 100.0' for the top nut of the hydrant located to the north of the softball fields
in Busse Park. At the time the borings were put down, the site was grass covered.
Subsurface Conditions
The subsurface conditions encountered by the test borings are illustrated on the attached boring
logs. The depths and thickness of the subsurface strata that were indicated on the boring logs
were generalized from the drilling results. The transition between materials is approximate and is
usually far more gradual than shown. Information on actual subsurface conditions exists only at
MBI #N0141/N0423
Paoe 3
the specific locations indicated and is relevant only to the time exploration was performed.
Subsurface conditions and groundwater levels at other locations may differ from conditions found
at the indicated locations. Note, too, that these conditions may change over time. These
stratification lines were used for our analytical purposes and, unless specifically stated otherwise,
should not be used as a basis of design or construction cost estimates.
Results of the test borings put down at this site indicate a general subsurface profile consisting of
fills overlying fine alluvial soils, glacially deposited tills, and mixed alluvial soils. The fills ranged
from I Y2 feet to 5 feet in depth, and were composed of mostly organic and lean clays. The fine
alluvial lean clays encountered were brown to gray in color and very soft in consistency. The
t glacial tills consisted of lean clays with sand and gravel, and ranged from soft to firm in
consistency. Mottling was observed in the lean clays and tills indicating seasonally saturated
conditions. The mixed alluvial soils were comprised of sands with clay and gravel, and were
brown in color. All of the borings were extended to a depth of 16Y1 feet below grade, and
t terminated within the glacial tills or the mixed alluvial soils.
The boring logs and related information included in this report are indicators of the subsurface
conditions only at the specific locations and times noted. The subsurface conditions, including
groundwater levels, at other locations on the site may differ significantly from conditions that, in
the opinion of McGhie & Betts, exist at the sampling locations.
The test borings were put down by McGhie & Betts solely to obtain indications of subsurface
conditions as part of a geotechnical exploration program. No services were performed to
evaluate subsurface environmental conditions.
Groundwater
McGhie & Betts took groundwater level readings in the exploratory borings, reviewed the data
obtained, and discussed its interpretation of the data in the text of the report. Note that
MBI #N0141/N0423
PaQe 4
groundwater levels may fluctuate due to seasonal variations, i.e. precipitation, snowmelt and
rainfall, and/or other factors not evident at the time of measurement.
As noted on the logs, no water was encountered during the drilling operation. Mottling was
observed within the upper clays and tills indicating seasonally saturated conditions. It is important
to know that the water level information noted on the logs may not accurately represent the
subsurface water conditions. It is difficult to get accurate groundwater readings in cohesive soils
such as the lean clays and tills encountered. It is our opinion that groundwater may be
encountered at relatively shallow levels during seasonally wet conditions.
t >
PROJECT INFORMA nON
t
McGhie & Betts has developed preliminary foundation recommendations for this project in
consideration of the proposed layout, column loadings, and structural configurations as
understood at this time. When the architect and/or structural engineer develops additional
information about final design column loadings, building configuration, or other significant
factors, the preliminary recommendations presented herein may no longer apply. McGhie & Betts
must be made aware of the revised or additional information in order to evaluate the preliminary
recommendations for continued applicability.
We understand the proposed building at this site will be a I-story, slab on grade structure with
masonry block walls. It is also our understanding that the building will be supported upon a
shallow spread footing system. The proposed structure will be approximately I,200 square feet in
dimension. Based upon similar projects in the past, we estimate light foundation loads.
'----
~~
, . ;rr
~1J
~
MBI #N01411N0423
PaQe 5
ENGINEERING REVIEW
Discussion
The following sections of this report include comments related to issues such as excavation, de-
watering, lateral support, foundation construction, earthwork, and related geotechnical aspects of
the proposed construction. The recommendations contained herein are not intended to dictate
construction methods or sequences. Instead, they are furnished solely to help designers identify
potential problems related to foundation and earthwork construction plans and specifications,
based upon findings derived from sampling.
t '
t
The results of our subsurface exploration indicate the presence of fills overlying lean clays, lean
clays with sand, and sands with clay and gravel. It is our opinion that the addition proposed at
this site may be supported upon a shallow spread footing foundation system. The mottling
observed within the clayey soils indicates that adequate subsurface moisture control may be
necessary. We recommend the maximum foundation loading be limited to 1,500 psf
SOIL PROPERTIES
Compressibilitv
The lean clays and lean clays with sand encountered at this site are considered to have a moderate
compressibility. These soils can compress under the weight of moderate or high foundation or
floor loads, or where fill is placed to raise the site to grade. Consolidation of these soils can also
be expected to occur over a considerable length of time. Foundation loads will need to be kept to
a mmunum.
1_.
.,~=~
-~~
MBI #N0141/N0423
Paae 6
Frost SusceDtibilitv
The lean clays and lean clays with sand encountered at this site have a moderate to high frost
susceptibility. This soil type and the observation of mottling within the upper clays suggest large
amounts of frost heaving can occur. Floor sections and sidewalks should be designed
accordingly.
Draina2e ProDerties
The lean clays and lean clays with sand at this site would generally be considered to be poorly
t >
draining. These soils would tend to collect and retain surface water. Draining of these soils by
tile lines or other means is generally required where subsurface water control is critical.
t
CONCLUSIONS & RECOMMENDATIONS
Foundation Systems
It is our judgment that the proposed buildings at this site may be supported by a shallow spread
footing foundation system placed upon the native lean clays or lean clays with sand or upon an
engineered fill. Initial site preparation should include stripping all fills from within the building
area. The table below lists the recommended excavation depths to minimize settlement potential.
Typically, construction of this type of structure includes a minimum of sub cutting all frost
susceptible cohesive soils within the upper 4 feet of the proposed grade and placing a layer of
non-frost susceptible soil for compliance with State Building Code requirements. You should be
. aware that additional subcutting may be required where soft zones are encountered.
MBI #N0141/N0423
PaQe 7
Boring / Lot Estimated Excavation Estimated Bottom of
Number Surface Elevation (ft)
Depth (ft) Excavation Depth (ft)
PBl 96.4 5 91
PB2 96.6 4 92Yz
We recommend that any engineered fill placed should be a clean, pit-run sand and gravel
containing less than 5% passing the #200 sieve and less than 40% passing the #40 sieve. We also
recommend the engineered fill placed beneath the footings be compacted to a minimum of95% of
the Standard Proctor. Also, a series of density tests should be taken within the fill material as it is
t placed to verify compaction requirements are being met.
We suggest Contractors estimate additional excavation depths due to disturbance of soils and
their past experience using excavation equipment. Disturbance of soils and types of equipment
t used will vary the excavation depths required to properly prepare the building area for fill
placement. We suggest removing all fill materials and oversizing the excavation a distance equal
to the depth of fill placed beneath the footings, and that the area be observed by a qualified soils
engineer or technician.
Based upon these recommendations, as well as our experience with similar soils, it is our
judgement that settlements of less than 1 inch should occur. We also estimate a factor of safety in
excess of3 will be provided if a 1,500 psfloading is utilized.
Floor Slab SUDDort
The site preparation procedure outlined above for the foundation system will prepare the entire
area for foundation and floor slab support.
M81 #N0141/N0423
Paae 8
Earthwork
The owner and the contractor should make themselves aware of and become familiar with
applicable local, state and federal safety regulations, including current OSHA excavation and
trench safety standards. Construction site safety generally is the sole responsibility of the
contractor. The contractor shall also be solely responsible for the means, methods, techniques,
sequences, and operations of construction operations. McGhie & Betts is providing the following
information solely as a service to our Client. Under no circumstance should McGhie & Betts'
provision of the following information be construed to mean that McGhie & Betts is assuming
responsibility for construction site safety or the contractor's activities; such responsibility is not
t iinplied or should not be inferred.
Many geologic materials deteriorate rapidly upon exposure to air or water after excavation.
Unless otherwise specifically indicated in this report, walls and floors of excavations must be
t protected from rain, water, and freezing temperatures throughout the course of construction.
Where utilities are to be placed, we suggest careful selection of the backfill material. Where
settlement is not critical, such as in lawn areas or where future construction is proposed, reuse of
the on-site soils may be suitable. We do suggest that these soils be placed and compacted with
normal compactive efforts and, as a guide, we suggest compaction be to 90% of the Standard
Proctor in these non-critical areas.
Where trench compaction is critical, such as beneath pavement areas, within building areas, and
sidewalk and curb areas, careful selection of the backfill material will also be required. In most
cases, the option would be to replace the existing soils with a granular soil. We suggest backfill
materials comply with current Mn/DOT granular backfill standards. Compaction of all fills within
paved areas should be to 95% within 3 feet of final grade and increased to 100% in the upper 3
feet. We would anticipate the majority of the excavations within the building area would require a
granular backfill as well.
.~~
~ -..;..
~!"'l
;~ ....
'.:..~,
......----:
MBI #N0141/N0423
PaQe 9
During performance of site grading it is important that observations be performed to check the
soil conditions. The use of heavy vibratory equipment, such as scrapers and rubber-tired loaders,
as well as heavy track equipment, may disturb the natural soils at this site. It may be necessary to
place fill material with a dozer or other means to prevent disturbance of the natural soils.
Cold Weather Construction
t
It is our understanding that construction may occur on this site during the winter months. It is
our recommendation that all frozen soils be removed from the areas to be filled and that no frozen
t .
soils be placed as fill. All fill placed for foundation support should be protected against freezing
temperatures. This includes protecting all foundation work from freezing temperatures and
providing non-frozen backfill. Proper precautions should also be taken to prevent frost
penetration beneath the foundations following construction.
Perimeter footings for heated structures should be placed a sufficient depth for protection against
frost penetration. Current code requirements suggest footing depths of at least 42 inches for
heated structures. We would recommend that this depth be increased to at least 72 inches where
unheated portions of the structures are proposed such as entryways, isolated exterior columns or
other non-heated spaces. In the areas where frost penetration and heaving is a concern, we
suggest removing the upper frost susceptible soils and placing a clean granular fill. The fill should
contain less than 5% passing #200 sieve and less than 40% passing the #40 sieve.
CONSTRUCTION
Soil Observations
The soil conditions illustrated on the attached boring logs are indicative of the conditions only at
the boring locations. For this reason, we recommend that all completed excavations at this site be
I~
::~
...rr
. ~ .:!",,Y '"
-~
MBI #N01411N0423
PaQe 10
observed by a soils engineer prior to fill placement or construction of any foundation elements.
These observations would be necessary to judge if all unsuitable materials have been removed
from within the planned construction area and an appropriate degree oflateral oversize has been
provided.
Testin2
We also suggest a representative number of field density tests be taken in all engineered fill placed
to aid in judging its suitability. We suggest that at least one density test be performed for every
2,500 square feet of engineered fill placed, for every 2 feet offill depth. Any proposed fill
t material should be submitted to the laboratory for testing to verify compliance with our
recommendations and project specifications.
Performance of the engineered fill and backfill at this site is dependent upon all unsuitable soils
t being removed prior to fill placement and that adequate compaction is maintained as the fill is
placed. We suggest that a qualified soil engineer or technician observe all excavations prior to fill
placement and that density testing be performed within the filt material.
Excavation and fill placement should extend laterally beyond the edges of all foundations 11;2 feet
for each 1 foot offill placed beneath the fOundations. All exterior wall backfill should be capped
with a layer of clay and sloped to provide a positive surface drainage away from the structures.
If any fill is placed below the normal water level or on saturated soils, a clean free-draining sand
with less than 40% passing the #40 sieve and 5% passing the #200 sieve should be used for filL
We also suggest the initial lift of fill be of sufficient depth to minimize disturbance of the natural
soils during compaction.
L....--.....:.
e:~
~-
~ :eM
.---
t
MBI #N0141/N0423
Page 11
Plan Review
We recommend the owner retain McGhie & Betts to perform a review of final design drawings
and specifications to help assure that the geotechnical engineering report has not been
misinterpreted. We also suggest that additional exploration be completed prior to final foundation
design.
EXPLORATION LIMITATIONS
All reports, logs, field data, notes, laboratory test data, calculations, estimates and other
t '
documents prepared by McGhie & Betts are instruments of service and as such shall remain the
property of McGhie & Betts.
McGhie & Betts has endeavored to conduct the services identified herein in a manner consistent
with that level of care and skill ordinarily exercised by members of the profession currently
practicing in the same locality and under similar conditions as this project. No other
representation, express or implied, is included or intended in this document.
t
t .
BUSSE PARK CONCESSION STAND
PRIOR LAKE
N0141/N0423
August 2000
Softball
Field
NORTH
PB-l
Elec.
Riser
m.:m
(35' ~
PB-2 -@-
-? [1 0 I <
. to'
80'
Softball
Field
Fence
.I Elec. Box
A TBM Hydrant
(Elev.l00.0)
NTS
LOG OF TEST BORING
PROJECT: BUSSE PARK CONCESSroN STAND
LOCATION: PRIOR LAKE. MINNESOTA
DEPTH DESCRIPTroN OF MATERIAL
(FEET) SURFACE ELEVATION: 96.6
o m Fill, Mostly Lean Clay and Organic
1 - m.. Clay, Dark Brown
2 .... Lean Clay w/Sand, Brown to Gray to
'.. Reddish Brown, Mottled, Soft
USCS
GEOLOGIC
ORIGIN
CLIENT/MBI #: NOl4-l/N0423
BORrNG NUMBER: PB-2
N SAMPLE LABORATORY TESTS
~~ ::= No. TYPE Me I DD I LL I PL I QuiRe
Pill
1 HSA
CL-SC
Till
3-.
7
2 SB
+ - :. . .
~
5 .08-
03
6- .~
7-~
/'/.4.
8 - ~1' Lean Clay w/Sand, Dark Gray,
~: Medium Dense
9 - .:'
7
3 sa
11
4- I SB
10 - ..
t
II ./~
12
13 - :~f1@
..c:/':....../.':..1
r.r:.l';/. A
l~ -';';:1r~
15 - g3.B~
16 - 3S~jE
r.ro:;:;.,
17
5 sa
Sand w/Clay and Gravel, Brown,
Dense
SP-SC
Mixed
AllUVIum
36
6 sa
36
7 I SB
l7 - END OF BORrNG
18 -
19 -
20 -
21 -
22 -
23
24- -
25 - I
26 -
27 -
28 -
29 -
WATER LEVEL MEASUREMENTS
DATE r T1ME I SAMPLED I CASING I CAVE-[N /WATER IBAlLED DEPTHS
DEPTH DEPTH DEPTH DEPTH
8-15-00112:10 AMI 16 1/2' 114- 1/2' I - - - I None I - - -
I I I I I I
I I I I I I
START: 8-15-00 END: 8-15-00
METHOD CREW CHIEP
3 1/4-" HSA 0' to 14 l/2' I R. Smith
!
NOTICE TO REPORT USERS
BORING LOG INFORMATION
Sub5urface Profiles
The subsurface stratification lines on the graphic representation of the test borings shows an approximate
boundary between soil types or rock. The transition between materials is approximate and is usually far
more gradual than shown. Estimating excavation depths, soil volumes and other computations relying on
the subsurface strata may not be possible to any degree of accuracy.
Water Level
McGhie & Betts took groundwater level readings in the exploratory borings, reviewed the data obtained, and
discussed its interpretation of the data in the text of this report. The groundwater level may fluctuate due to
seasonal variations caused by precipitation, snowmelt, rainfalls, construction or remediation activities, and/or
other factors not evident at the time of measurement.
The actual determination of the subsurface water level is an interpretative process. Subsurface water level
may not be accurately depicted by the levels indicated on the boring logs. Normally, a subsurface
f ' exploration obtains general information regarding subsurface features for design purposes. An accurate
determination of subsurface water levels is not possible with a typical scope of work. The use of the
subsurface water level information provided for estimating purposes or other site review can present a
moderate to high risk of error.
t
The following information is obtained in the field and noted under "Water Level Measurements" at the bottom
of the log.
Sampled Depth - The lowest depth of soil sampling at the time a water level measurement is taken.
Casing Depth - The depth to the bottom of the ca~ing or hollow-stem auger at the time of water
level measurement.
Cave-In Depth - The depth at which the measuring tape slopes in the bore hole.
Water Level - The point in the bore hole at which free-standing water is encountered by a
measuring tape dropped from the surface inside the casing.
Drilling Fluid Level - Similar to the water level, except the liquid in the bore hole is a drilling Ruid.
Obstruction Depths
Obstructions and/or obstruction depths may be noted on the boring logs. Obstruction indicates the sampling
equipment encountered resistance to penetration. It must be realized that continuation of drilling, the use of
other drilling equipment, or further exploration may provide information other than that depicted on the logs.
The correlation of obstruction depths on the log with construction features such as rock excavation,
foundation depths, or buried debris cannot normally be determined with any degree of accuracy. For
example, penetration of weathered rock by soil sampling equipment may not correlate with removal by
certain types of construction equipment. Using this information for estimating purposes often results in a
high degree of misinterpretation.
Accurately identifying the obstruction or estimating depths where hard rock is present over the site requires a
scope of ser/ice beyond the normal geotechnical exploration program. The risk of using the information
noted on the boring logs ror estimating purposes must be understood.
Prior Lake Park Building
Plan review comments
September 14,2001
\~."..\ Signature from the Architect of record (SBC 106.3.4)
~) Signature from the Structural Engineer of record on complete structural plans
(SBC 106.3.2)
· Permit application
~;\ Soils report (SBC 106.3.2 & SBC 1804.3)
G Will there be cooking in the concession area?
----- Complete code review by the Architect of record (106.3.1)
~ Site plan or survey as required by the City Planning department
- (Contact Jane Kansier 952-447-9812)
~ Site utility ~ervice plan
~. Van access parking (SBC 1341.0428)
· Accessible site approach (maximum 1:20) (SBC 1341.0422 Subpart 5)
~ Accessible counter tops at concessions area. (36 min horizontal, max. 36"
\..../ high)(SB~ 1341.0720)
.-----.- Accessibility signage (SBC 1341.0476)
· Accessible hardware required (SBC 1341.442)
.---e 18" minimum forward approach side clearances at pull doors (SBC 1341.0442)
(J) Details of accessible toilet rooms do not match floor plan for toilet location
~ Grab bar other toilet room equipment details (SBC 1341.0448)
<---W-Room ventilation requirements (SBC 1202)
(:e') Protection of wood in the open area and truss tails from exposure to the elements.
(provide details) (SBC 2306)
--- Separation of columns and concrete slab in the open area. (Provide details)
- I
-.- Minimum 22"x30" attic access (SBC 1505.1)
· Separate permits are required for electrical, heating/ventilation, plumbing, etc.
C~ SAC determination by Metropolitan Council Environmental services (Jody
Edwards (651) 602-1113)
-" Emergency Lighting in rest rooms (SBC 1003.2.9)
This plan review is preliminary, additional requirements and submittals may be identified
~ITLH.
SILT F
:-
.
'f"-~-----"-
:n- ~ ::::. ~ :" · ......: '".,
,"\.. j~11 . ....... . '.
"... . ". ,.~ " ..
. . ,.' t. ~'Pt22.t1I, ,
J, ..-1" - . '1'" I' ,
.' . .J I I
.,' r.:O':>' i i i
.. ,I .J, '," J ,'. .1,1 ,
'.~ . . :::.. ~' f." . i ... :; I
"\> 'p., '..,) .J I.' I
~ " .... ' I '..~ 4" I I : I Ii,' ,
, . : :'J ,.j.?: .). .~,. .} " .' , ' , . . , " I
",. ~. ",' '.' '.'.1' ~".'" ''., " c. ~IE~l!1C, A.!L, rD~ '.AI ,. , ~i
4. ....~;;"6 :......::....-::-. '. .: I.', ~~""M~~ . : J
'? ',-:-.~' ,... ..:...,. ,', ,~'; :' : J ." ~ I '
..""t"~'" '.l.':"-',:~:..'.'.,':~,',:,.i ",. 'SEEPE.tA",' 1
"''t'~ . ..., , "''f''.,'.~I,': ,. ,.: I ; .' . .':' 6,
"V.' " ,', ....:;.:...>'.}..," (,; : ;' ;' :' j / / I ';'; ,i;
;. ' I, . 'f" '1~"1 I ',. . i 22S' X 36~'; : ~, : ,;
'f': " .' :'i': >.;':~!/:] ,.: .: / ,: :I' I'''' ~E~iFieU,/,' :: \ I \.
' . : :..,{::t,'..........: ;1.". ',..........i.._.. II',..', '."
f ~'~:.'t;. '.,t\\ J, ' f I:' ~ . .,' ..f,. ~]'~. ; I ! ,..,:\j.~ I l..... I..
I ' :~/: "'. ..'. '. r . . 'I ,...
I . , : ~.~..:r .",:':<:,::;:' ~.... <:J.I': . ",,- ::~:~::;' /, /' \:.':
1+,.,>:..1'.'.':'::..// . t .'. .,...... ,p,.." I '.
' . -f.... 1I~" .'1.(. ";.'.' <: I "
~ /:>: ':: .:.f...... /!:: I.)~ .. ..,. " . , . ". ;'
-1(:- ''''''-:-:';'. :":,::-,';- : ~'l .'.t I " .. /.; .. I "
~'" ,',', "" . !.,'.. ;,v'". "I, .......- . >:..../ '/., i"',' 'l \ " ......._.... _...--./:
'f.l.'-:',':;:'.-:';" ~..:;.: .:'. ,'. . ____..,._....__....___.__-"____ ..____-'_-'_____-____
~?~~~);Ji:.~....: .: : ; : /T~.~.~,>".~-~;~~7~-~.-;..;:.--:...;i.74--:"- ----";--~--.:.,...:-!-------:.~T .
~~~.;;;,;;::?;~>: .....! I ": ... . / ,
$;.::..~:,...t ...... ....' .'. ' I .'... ... .,' ..... "
,.. . ~. '. . "')'. ,I' ~.Y"
~'.(4'::/.:..., ....,.,~.". ~,,>J~: .!>-
~'. ::":".'~'. '-'~-'. ,", .' ' .(t. ."'l6,~:' ," .c~:o.lS "
,".-'!.'.,' .' ~/1. .,)' · " A~A /i'" ';:,~> .
r'-',' '..<W tif, '1"'- ........ !'''',' .. ' ,
.i":;;P....":! . 0 , ...,/ ,
,~, : '~ . :11:: :
~. , . t ''1 -. .. :
' I '.' ."
"". " " ;: ;-_._~-. ~.",' ,,;' ','
" I . /,/. '
~ " " .. ..' '"
.f" i:- .".' ,.
:;j Jo' ' f' .: :11. /; . .: ~,
ct: of" .' ~ . . ~... .'.,n.
.,. ...,"" f ,. ..<...~ ........ ..
::: - :.,.r,'f 'Q~'~ ·
~"":, .
~ :~. ':';'1; :
II( ",:;;.::: '.
~ lI'l'~:. . ',.
Co",:;..., '.
" 0", ,",' . ..
ii( b~;' ....' / ~".
0.- ;''1\' ,.;_
~ In :"~" :f1.1 .
a ,,' .'
~ 'r ~ /..e
~ "J;; Z
.'.' . ~
W.. ,~-I'l : _) ,
It) 1 '0 ..
n,:. I' ,'. .
. f : 1 1....-, ~1~ .
'1' , ,..
IlI"lI ;' I" .
........ .
:"J.. \.~.
'J, ~'.
I II .."'-~:' .
~. ..
.., -~~
, : . ,.:t
. . ,1-;..-,\v
fYP:' , . . : I l~.,"_'\ _
'7\., ~,,:: ..... ~1 . . ",f,
~ . \ . "" -. ..
t .. "I ~ .
, .\ ': ~ :
.'~ ~.
I u.
. ~..
1-....., \ :-
. " ..
f . .';....
.; ~ .
. \ t'
,y.~
-.. ;~o~
..
'.
.
,
".'. ~F..tEtD",
"Co~eR MA~~
SEE DETA~/'
'- - .22&' .}("3'~1 '
$OCCE~ ;:!ELti
....~.....,...,i
,'. ")- , 1
;.~::;.'\.: .
"
ii\
.
i
"
/ .
t_..._.__ .
..
;~
_,,,, J
-,';" ,
.Jt..4
..~
j.
-
, I
.. .1.
,
--<:--,.--.,<~-":~.,,:..::.~::.c.,-.~~. . ..
:. .r......~..;...-....:.....'.........
)In. ._w7
,.
,
t". .....~~\~ I
"1........ltr"...
}! :' j, siii'Q~~~
'T Jt."'/1126..3.
.., -' \ , .
-'4 /.: ~.'h1/f :_" ...."'~)
rl.-~-L::.~J:. ?~
..
\,
r :-.
... . '1--
.' 'F!Slib 3'
. .?"'C:'~'.",
"
..
.......
JV4 2 5 2002
MINNESOTA DEPARTMENT OF HEALTH
Division of Environmental Health
REPORT ON PLANS
Plans and specifications on plumbing: Thomas Ryan Memorial Park, 17600 Lone Pine Court, Prior Lake,
Scott County, Minnesota, Plan No. 021728
OWNERSHIP:
City of Prior Lake, c/o Mr. Frank Boyles, Manager, Prior Lake City Hall, 16200 Eagle Creek
Avenue, Prior Lake, Minnesota 55372
SUBMITTER(S): Keith Pumper Plumbing & Heating, Inc., 5061 Ebel Way, Northfield, Minnesota 55057
Plans Dated:
Date Received: January 7, 2002, December 18, 2001
Date Reviewed: January 23,2002
SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the
Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which
this plumbing system is connected, The review is based upon the supposition that the data on which the design is
based are correct, and that necessary legal authority has been obtained to construct the project. The
responsibility for the design of structural features and the efficiency of equipment must be taken by the project
designer. Approval is contingent upon satisfactory disposition of any requirements included in this report.
Special care should be taken to insure that the material and installation of the plumbing system are in accordance
with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should
be retained at the project location for future reference.
A set of the identified plans and specifications is being returned to Keith Pumper Plumbing & Heating, Inc.
INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of
the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be
covered prior to completing the required tests and inspections. Provisions must be made for applying an air test
at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code.
A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the
finished plumbing inspection. It is the responsibility of the contractor/installer to notify the State Health
Department when the installation will be ready for a test and inspection. To schedule inspections, contact the
state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary Topp
at 651/215-0841.
REQUIREMENT(S):
1. The minimum size cold water line to the flush valve type water closet is 1 inch in size. Please revise the
plans accordingly.
2. Please verify that the 1 Y4 inch cold water line is maintained to the last water closet.
3. Water closets in public bathrooms must have elongated bowls with open-front seats.
4. A water closet shall not share a common vent with another fixture connecting to a vertical drain at a
different level. Wet venting of water closets is only allowed when stack venting in accordance with
Minnesota Rules, part 4715,2560.
5. Pot or scullery sinks must be provided with waste outlets not less than 2 inches in diameter (see Minnesota
Rules, part 4715.1390, subpart 1),
Thomas Ryan Memorial Park
Plumbing
Plan No, 021728
Page 3
January 23,2002
Public Health Engineer
Environmental Health Services Section
P.O. Box 64975
St. Paul, Minnesota 55164-0975
651/215-0840
CMT:cac
cc: Keith Pumper Plumbing & Heating, Inc,
City of Prior Lake
Mr. Robert Hutchins, Plumbing Inspector v
EHS
Plumbing Unit
File
Bob Hutchins
From:
Sent:
To:
Cc:
Subject:
Bud Osmundson
Wednesday, January 09, 2002 8:52 AM
Frank Boyles
AI Friedges; Bob Hutchins
FW: Permit fees for Ryan Park Bldg.
I have made out a Purchase Order for the two MCES sewer connection charges in the amount of $2300 for the Ryan Park
Concession Building. My understanding is that we did NOT have to pay for the City Sewer and Water connection or
building inspection fees. Please let me know if this is incorrect and we will take the appropriate action. Thanks.
1
PRIOR LAKE
INSPECTION RECORD
DE.~ARTMENT OF
BUH:.DI~G AND INSPECTION
SITE ADDRESS '1(';'~ L~~ ~~ CA-.
NATURE OF WORK .poA. S~
USE OF BUILDING
PERMIT NO. ~::L~5..~ATE ISSUED IO'"Z.~'OI
CONTRACTOR Qt \2 ~}- PHONE
NOTE: THIS IS NOT PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
I AI INSPECTOR
I FOUNDATION (Prior to Backfill) I I
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
I FOOTING
DATE
I/Z/7~/
SEWER I WATER I SEPTIC
FRAMING
INSULATION
ELECTRICAL
PLUMBING .C::r.
HEATING (if required)
~
GAS LINE AIR TEST
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I I
FINALS
GRADING Prior to Sodding)
BUILDING
ELECTRICAL
PLUMBING
/VB
02.-
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTICE
This card must be posted near an electrical service cabinet prior to rough-in inspections
and maintained until all inspections have been approved. On buildings and additions
where no service cabinet is available, card shall,t)f: pllt";ed near main entrance.
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (952) 447-9850