HomeMy WebLinkAbout1982-005 JP-CUPWASHINGTON COUNTY, MINNESOTA NO.
of ` _ ` _ Permit Fee
Date Fee Paid
ZONING USE PERMIT
❑ Certificate of Compliance ❑ Rezoning
IN Conditional Use ❑ Mining
❑ Planned Unit Development ❑ Grading
Applicant: Va1 i ey P r v i c a� J usaL
Address:
5995 siren Ave.
City/State/Zip Cade: Stillwater, jili bo t"sc
Property Description: _.
Permitted Uses:
Subject to the following special conditions or restrictions:
❑ Sign
p
We accept the conditions of this permit. We understand that any changes from these plans must be resubmitted
for apprgVal.
OWNER OR REPRESENTATIVE DATE ZONING ADMINISTRATOR DATE
WHITE COPY—APPLICANT CANARY COPY—FILE PINK COPY—LOCAL GOVT. UNIT
EXHIBIT A
CONDITIONS
(Permit #) JP -CUP -82-005
(Applicant) River Valles Professionals
(Date) May 6, 1982
- Ned Windmi11er
1) All applicable provisions of the Joint Powers Zoning Ordinance as
well as any more restrictive provisions of the City of Stillwater
concerning this development shall be complied with unless waived
by this permit.
2) Upon agreement between the Zoning Administrator, City and Town of
Stillwater and the Joint Powers Committee, no building permit will
be issued prior to the issuance of the Conditional Use Permit.
3) Sanitary sewer and water improvements shall be constructed and util-
ized in accordance with the standards and approval from the City of
Stillwater Engineer and Later Department.
4) On-site drainage shall comply with the grading plan as indicated on
Exhibit 1, except as follows: a low point must be provided on the
north curb of the easterly parking lot, a catch basin installed and
the 18" stub used for internal drainage as per the recommendation letter
from Short, Elliot, Hendirckson, Inc. dated May 5, 1982 (Exhibit 2).
5) Design and location of all drives and parking areas shall comply
with Exhibit 1.
6) Concrete curb and gutter within the parking lot and driveways shall
be constructed to meet the requirements of design B618 set forth in
the State of Minnesota Department of Transportation Standard Plates
Manual: Standard Plate No.7100E (Exhibit 3) and shall be located
as indicated on Exhibit 1.
7) Existing curb and gutter on the public street at the driveway en-
trances shall be removed and replaced with curb and gutter that meets
the specifications of State of Minnesota Department of Transportation
Standard Plates Manual: Standard Plate No. 70351 and attached as
Exhibit 4.
8) The public street shall be repaired according to the specifications
of Exhibit 5 in any and all locations the street is disturbed.
9) Any plant materials indicated on Exhibit 1 that do not survive
must be replaced as needed.
10) All turfed areas on the parcel that have been disturbed or destroyed
during the construction phase of this project shall be graded with
topsoil, rough seeded, mulched, and fertilized or sodded in accordance
with the recommendations of the Zoning Administrator.
11) All waste materials and refuse shall be stored inside a fenced or
screened area, or inside a structure.
12) The parking lot shall be lighted according to the standards of the
Joint Powers Zoning Ordinance.
13) Design, locations and specifications of signs shall conform with the
Joint Powers Zoning Ordinance and are subject to the approval of the
Zoning Administrator. All signs shall require a sign permit to be
issued by the Zoning Administrator.
14) Any alterations to any of the attached Exhibits shall be reviewed
and approved by the Zoning Administrator and shall require an amended
Conditional Use Permit.
15) The conditions of this permit shall apply to the land described and
shall not in any way, except herein noted, be affected by any subse-
quent sale, lease or other change from the current ownership.
16) Non-compliance with the conditions and attachments of this permit
shall be considered a violation of said permit and may result in
revocation of said permit.
17) Construction shall begin within one (1) year after the issue date of
this permit or the permit becomes void.
18) A $39,752 financial guarantee attached as Exhibit 6 and 7 shall be
retained by the Zoning Administrator to insure compliance with the
conditions of this permit.
19) Each. proposed use in this office building must be approved by the Joint
Powers Zoning Administrator prior to occupancy.
MICH_RUD.COOLEY.HA_ L_LBERG.ERI_CKSON C RSSOCIFITES.INC-
'_ CONSULTING ENGINEERS
310 PLYMOUTH BUILDING, MINNEAPOLIS, MINNESOTA 55402 • 612-339-4941
February 8, 1982
Stillwater City Engineer
2116 N 4th Street
Stillwater, MN 55802
Attention: Jack Shelton
Dear Jack:
This letter is to confirm our phone conversation last week. We discussed
the alternatives for roof drainage for the River Valley Professional Building
to be constructed near the intersection of Curve Crest Boulevard and
Northwestern Avenue. As I indicated at that time, we plan to drain the
roof directly to the site, and will confirm with the architect that the site
must also be properly drained.
The other subject we discussed last week concerned the installation of a
natural gas supply pipe in the ceiling space of this building. As I explained
to you and to Alan Zepper, the pipe must run approximately eighty feet
across the ceiling which serves as the return air plenum. Alan agreed that
this design will be acceptable if we use welded steel pipe and test it under
pressure before we put it into service. I will send a copy of this letter to
Alan for his information.
Thanks again for your time and cooperation in this matter.
Sincerely,
MICHAUD, COOLEY, HALLBERG, ERICKSON
& ASSOCIATES, INC.
Frank Hartronft
cc: Alan Zepper
FH/ad
SHORT-ELLIOTT-HENDRICKSON, INC.
CONSULTING ENGINEERS
ST. PAUL, MINNESOTA 0 CHIPPEWA FALLS, WISCONSIN
May 5, 1982 RE: JOINT POWERS COMMITTE
RIVER VALLEY PROFFESIONAL BUILDING
JP -CUP -82-005
MAY 6198Z OUR FILE NO. 80054
Joint Powers Committee
Washington County Court House
14900 61st Street North
Stillwater, Minnesota 55082
Attention: Mr. Dennis O'Donnell, Planner
We are submitting herewith our review of the site plan for the
proposed River Valley Professional Building in the Stillwater
Industrial Park. This site is located on Lots 4, 5, and 6,
Block 2 of the Kern-Pauley Addition. This is the southwest
quadrant of the intersection of Curve Crest Boulevard and
Northwestern F,venue.
We find the grades within the site to be in accordance with
the standard requirements of the joint powers committee.
Concrete curbing and bituminous surfacing has been designed
for all the parking area and driveways. The architect will
utilize the existing curb cut on Curve Crest Boulevard such
that the driveway into the site will be aligned with openings
in the island area of Curve Crest Boulevard. The architect
has proposed to remove and reconstruct curbing on Northwestern
Avenue to accommodate a driveway on the easterly edge of the
site. We find this curb cut as designed on the plans to be
in conformance with the Joint Powers requirements. The site
is generally graded in a northwesterly direction such that
drainage will exit the existing curb opening on Curve Crest
Boulevard. When Curve Crest Boulevard utilities were .constructed
an 18" RCP storm sewer stub was provided in the vicinity of
Lot 6. This stub was intended to pick up, internal drainage since
the racketball club site drains northerly along the common
lot line between Lots 5 and 6. It was felt this drainage should
be picked up internally and then piped through the storm sewer
system rather than overflow onto Curve Crest Boulevard. This
200 GOPHER BUILDING • 222 EAST LITTLE CANADA ROAD • ST. PAUL, MINNESOTA 55117 • PHONE (612) 484-0272
Joint Powers Committee
May 5, 1982
Page 2
storm sewer utilization was not indicated on the architect's
site plan however, the undersigned contacted the architect by
telephone and requested that a low point be provided on the
north curb of their easterly parking lot; a catch basin installed
and the 18" stub used for internal drainage. The undersigned
was assured that this change. would be made to accommodate the
overland drainage.
We reviewed the proposed structural section for the bituminous
areas within the site. The architect is proposing either an
8" Class 5 Aggregate Base or a 5" Classi Five Aggregate Base
utilizing 100% crushed rock. This will be surfaced with a
2" bituminous surfacing. We find the structural section to be
adequate for the proposed traffic loadings and existing soil
conditions.
Sanitary sewer and water services were stubbed into the easterly
edge of Lot 6 from Northwestern Avenue. These services will be
utilized for the buildings sanitary sewer and water service.
We trust this letter will satisfy the requirements of our
review of the proposed River Valley Professional Building
located on Lots 4, 5, and 6 of the Kern-Pauley Addition, Block
2. If there are any further questions please do not hesitate
to contact the undersigned.
gfc
Enclosure
cc: Mr. Dale Wiersema,
BWBR Architects
A
Sincerely,
116 e
Richard E. Moore
• �
r
V
c�
11yY
sir
�
-r,'
• !; "I r'l drlr'e.l
-,. ' 'I °IT 1! I T N
i.)f v.
trYl •�Z 1r
`
cI
I..�I.�j (-) f ^ �y,�l .-1
�
I+,�)I \II
•ll rl°, li n
J r7 ex r� CJ r r
ti��lr`3
II.
�
3
"r "v
_ti{r•:If ,'r,l.
0
{ N`91S3(]
ON
M
� I
cnrTi
\
T>
lV',II"i'7f'I
iY�! r'fi rla,ii F,:
N�:I�4 rn I`ti�'iEf„,`
C�
r)
�
H a rs e ' try U
1. r• .
� 'i4.
� I.
^ 1 .1y
rc)
m
LAI
I LLl�,•. 0.
j
�'.
� ..tea .-f .--/
�'1 N
r I N _
.o
f n'
11yY
i v
�
-r,'
• !; "I r'l drlr'e.l
-,. ' 'I °IT 1! I T N
i.)f v.
trYl •�Z 1r
-.4 r
11 •lit! rh
.Ye
• �L
I..�I.�j (-) f ^ �y,�l .-1
�
I+,�)I \II
•ll rl°, li n
J r7 ex r� CJ r r
ti��lr`3
II.
�-
"r "v
_ti{r•:If ,'r,l.
0
{ N`91S3(]
ON
M
� I
cnrTi
r �
lV',II"i'7f'I
iY�! r'fi rla,ii F,:
N�:I�4 rn I`ti�'iEf„,`
r)
�
H a rs e ' try U
1. r• .
� 'i4.
� I.
^ 1 .1y
rc)
m
m
I LLl�,•. 0.
j
�'.
� ..tea .-f .--/
�'1 N
!C4
1
.4'il•r
_
_
•.rel
L>' •l
_
CS7
JJJLit
H 4'
N
I 4
In
tJ
la'Y
r+`i r+1
�..
•'.�;
fin L
11
LL
•�•
rr. ICY' 4rJ .-�
rn
r"', .. T,f.
o Ir
1 n
rta
1I
.-•,
m
a--)
V-1-1
InuJ
en
a
U
'A
U . J'
cj
o Cl1k"?
71+I
Ir"M
rrl
,
�
o
y
Z.!4rl�n't
m
.
M el
C9
4-1
CIF f.-- r)
fn � n f j e
'• ,V
f S
zitn
. .
trt,
rn
Zo
NJ1530 r Y, 1
111 rr).in rr�' ! .,.'� ? >�
x -
Cw
C3 / + 'II
• w , 1n CI`1In
= �wr�rtl. o.In.t•t 7
> o +r cr
tn
an b rt 11 O to (T•+cP,' !N t%l M O2 of
cn U} „a .CIIt` r 7C G r I:--a.rr n
477)01
F.._ U JoICtfci K�"�
..
r').. r, -It fir- r
• n N N IN N r l: -�
111 rV ro ", I () N N N :CJ e1J 5
�, rl NS1S-10 11 m m Cry e• Inr
NTS7[I ?j>
n .0 t li -v rr N r• e� -r { t
i ar auE • OD r— In kn v IJ
ti I t., V - II -J UI IJJ r. 2 k.-^rnlr r
s _ I ? alr ; .� • n•- N n I� r- u.r
I6 >- In, Lr) 'o'o .o U�'A r.�Y T3 111 0,
IahfY' ..
g ��• O 2! ?. i� ar '•C?'C740 rJ{C) (YT -�"' ' `U.�r'1',tn
_ Y. I d C _ I t �' IInIrr1 Y•'u'
r v I CL '�\ IU J Ci{�[� C7 C7•F• •-! � fl+ c- •i lir"+
i - { W CO tri t71 er
ON a rl . a -4 -4 t arni f ,
r� In N91S70 i�i m m dlf .1N
cn rel ve ti II I-, In •cr m T.
r~
ffN -4 Coll] r- - IJ in 01 14"
ICw'� 7 N
lai A U i rlt! 4' fh�r••Y .•� -1 C.`
lY 'r, lNIN tv'r•„
U I cJl
• Lu In _• r -a rt CT• rr or •-- {
\ v N n N In rc) _
it I. ) 7 N 1i-• In InI`In "•Ca .[1lR N�(�
L C3 •f fL• ,rT IV,n r --Ern
�. . Q. C C;J CJ !�, r._,
P
' rI , f,nrclv,r
ej(in .IS7 I 1�t_ —3
•f
WO
N
N
N
N
aV l rel
J C'9
C)
�-
"r "v
0
{ N`91S3(]
.-1
�Y
rl
o
� I
cnrTi
r �
LY. ;v
I
`
m
m
m
rilp;
�'1 N
!C4
1
_
_
_
_4
JJJLit
H 4'
N
I 4
N
14
N
CCT.
cil
fin L
A
In
m
a--)
V-1-1
InuJ
en
a
U
'A
Ir"M
rrl
,
�
y
Z.!4rl�n't
m
.
M el
o�t4
ca
n
J �.
n
Zo
1
00
O
•1.
a.a.
r.*
InLd
�-
1
w
Q
s 1
In
_
trl
r-
I00
c b
0,
a�
w+`�
12__
Oo
cr
+a
o�t�-nlrnlrsw_..
Dr
STATE OF MINNFSOTA
SPECIFICAT10N
0 A...
Df -PAR WENT OF T
RANSPORTATION
RET FRFNCt_
k
CONCRETE CURB
/AND GUTTERS
2'J 31
3
(DESIGN B arid
UES IGPJ V)
ej(in .IS7 I 1�t_ —3
A 4�/-
E' - ---- Curb and Gutter.-- IN
-.. r - f,' � I',, v't _ . a.,_:. - � � : i l-� 6" l'a v't . -- . f _ -- .. ....._.._ _ _._•- t�!_�+
�rSr vv J1r . Sll t
" t'rvrd Alley
4" %V.,IJ (1 e 4" Wilk 1 � � � l?! \ 4" W -31k
0) IJ I t
I i Centractrun Joints ):
i 1
Privlte Walk Provide Merrne•dLite Joint at--(-� ,=
1./4 R.J 1/4" per it, slope lovv,nl roadway
r/ l
L 4"
9
f Variable Width --••---_
SECTI('N THRU WALK
L
45'
CONCRETE
6
-e
Va r is b I e -1
W 1/2" Enianston Joint -4w1
1 r 1 Contraction .luint (F onned or Sawed)
(F)) Drweway itecci not be pnurcd rnonol ith ic.ally
with curh and gtorr.
r9 S•^_e Std. Plate 7036 and plans for placement
of pedestr'rm curly rirnp
HALF PLAN PERSPr"_CTIVE
squared end in sidewalk, When
sidewalk Is a(4-1cent to curb
and gutty.'.
PUN
WALK
4"Walk -.ate .�- A' ,
(1�
1/2" Prefonne4 -tok,t Filler Material -
AASIITO N.fl213 (Not recrlirr,t whr_n curt)
and gutter or .alk are adiac.ent to
b item utous
0)
1/2" Expansion Joints at
maximum intervals. -
((� Entrance
Same thickness as driveway.
Without sidewalk pave only to end of curb r-
tt,Oo toc�0o
when entrance is unsurfaced or conoruc.tion ,
Z
not needed beyond this point.
/ 5 With sidewalk pave to back edge of sidewalk
s�o`} Paid for as concrete driveway pavement.
l?Yivevi I'avement� 1/4" R .
1/4" R es
L.rrtgth Varies
Note:
No deduction to be rnacle in }t ' !i -10X, de,"tat.,
Curb and Gutter for Entrance. 151�. rnwK. diff
SECT ION A -A
ENGINEER REFERENCE
See Road Design Marna) for geoen.tr,c
of entrances.
Where the maximum allowable entrance- qm," -
would be exceeded, due to the Po-tten of Thr
CONM%CTOR REFERENCE exlstinq milk , the walk shall tw mrn,,w-i ane:
See plant for iii-ice:nent of wilk -1nd replacc.•d , ar the paverr.ert vnr; rt to ,rMvkHr
L imc-r%turn Ior c•onst.-UL110n of driveways. CURn CYE 1 UNN the regtured enlran, slops.
-STATE OF MIrJNESU 1 A SPE .IFICA t
i I�OV....it 2(1.. /77 1 JI -PAR T%IFNTCF rr•.,%rJ::I'OHTArir)N RE,FRFr
r .
R
33' -'
VARIES 44' VARIES
;EF CROSS Bgl'B CSG -SEE CROSS•--�
SECTIONS i SECTIONS
0.02/FT. I ' I _.. 002'/FT I
2" PLANT MIXED BIT, WEARING COURSE
(M D O.T. SPEC. 2341)
S'PLANT MIXED BIT. BASE COURSE
(M.D.O.T. SPEC. 2331)
TACK COAT (M.DA.T. 2357)
4!' CLASS 5 AGGREGATE BASE
(M D.O.T. SPEC 2211)
TYPICAL STREET SECTION
I C, PLDY � LOCAL IMPROVEMENT r
SHORT ELLLIOTTIOTT HENDRICKSON
INCORPORATED 129-1
wa •— 'rn 1� 1A.Al.ICCrITA
IYUKINWtSItKN DANK
2000 Northwestern Ave
Sti!lwater, Minnesota 55082
612/439-2425
May 5, 1982
Washington County Planning Department
Stillwater, MN 55082
RE: Irrevocable Letter of Credit
River Valley Professionals
Gentlemen:
We hereby open our Irrevocable Letter of Credit, dated May 5, 1982,
in your favor for the account of River Valley Professionals for a
stun of $31,492.00. Available by your Draft at sight presented on
our bank at the address given. The Draft must be accompanied by
invoices resulting from the installation of landscaping, paving and
curbing, as specified in the use and building permits issued by joint
powers planning group.
The Draft drawn under this credit must be marked "drawn under Irrevocable
Letter of Credit, dated May 5, 1982, of the Northwestern State Bank of
Stillwater." This credit is subject to the "Uniform Customs and Practices
for Documentary Credits (1974 Revision) International Chamber of Commerce
Publication #290."
We engage with you and any endorsers and holder of the Draft drawn and
negotiated in compliance with the terms of this Letter of Credit that the
same will be duly honored on presentation on or before May 5, 1983.
Very truly yours,
f�
��:�
r J. C. Graham
President
JCG:cg
Northwestern State Bank of Stillwater
Downtown Office: 102 N Main St.
,• :.^ '� .. �:., -... ,�'2�fvkrit"i�'�"airltt,i3ei�, ./ .Y;'_"�7%`�IWi�.•k:w.�.c"��!�Y`9s+',h?�`�s"+'+il'y�s�i$i►"Y��I3"ries,9ii�=�v�'itl�-"`Y:lbw`��fSSsd�ifi�„`Z't�rdfik�tr�a'..•”'
�:.} �..:i' t tiY �•TTOdh4`l�:/-dii,'Y��:w2W,#56�.�#LA'i�•--' r' - y�.�.,:
NORTHWESTERN BANK
2000 Northwestern Ave
Stillwater, Minnesota 55082
6121439-2425
A
,1�0
May 5, 1982 &k-CjF-JVD
5 198
Washington County Planning Department
Stillwater, MN 55082
RE: Irrevocable Letter of Credit
River Valley Professionals
Gentlemen:
We hereby open our Irrevocable Letter of Credit, dated May 5, 1982
in your favor for the account of River Valley Professionals for a
sum of $8,260.00. Available by your Draft at sight presented on
our bank at the address given. The Draft must be accompanied by
invoices resulting from the installation of landscaping, paving and
curbing, as specified in the use and building permits issued by joint
powers planning group.
The Draft drawn under this credit must be marked "drawn under Irrevocable
Letter of Credit, dated May 5, 1982, of the Northwestern State Bank of
Stillwater." This credit is subject to the "Uniform Customs and Practices
for Docuunentary Credits (1974 Revision) International Chamber of Commerce
Publication #290."
We engage with you and any endorsers and holder of the Draft drawn and
negotiated in compliance with the terms of this Letter of Credit that the
same will be duly honored on presentation on or before May 5, 1984.
,Very truly yours,
J. C. Graham
President
L
JCG:cg
Northwestern State Bank of Stillwater
Downtown Office: 102 N. Main St.
/.q -1
-r, =144. q
4-5�11-r7
T
-rv.,
-Att
,�r
IF
NO RVN'7
4-11
ALtAfl-,)TlFtVrL7415-
TsvRp. rf!:iNN KPr
F7 fy-tfl REJ NF--fe-W
to K -*Sr- A4�ND
wl W-
Roc"A w"ll-al
hl
{.CIC
R bXT :5' LL t 1w
ry-.O� tow tvkxx-
aj:�T. W3
16
4-5�11-r7
T
-rv.,
-Att
,�r
IF
ME :►
—1—
w
*Y �
r
r M/l
VP
Fr Et qt( o -o
'fG
Oct
Wfv
Nim
94 -el • i12- 1
IAP?
V j Y
9-45
1
-71
1r -
UE
�z
.v.
SIZE ��
112 '
C �1 AND
�._ /,IT �C=.
c�JNO ;AND SF-f—=D/
PEXOT=? YL-IF
=Itn NU r ??/ MOI
`7� #;
,kms F
MAY 3 1961
1) 4
N�
oil