HomeMy WebLinkAboutJPC/1981-003 CUP,WASHINGTON COUNTY, MINNESOTA NO.
of
04Permit Fee
a;,,
❑ Certificate of Compliance
0 Conditional Use
Date Fee Paid
ZONING USE PERMIT
❑ Rezoning ❑ Sign
❑ Mining ❑
❑ Planned Unit Development ❑ Grading
Applicant: 6"G- `jEcix ITI
Address: >100 Edell 1.re.
City/State/Zip Cade:
JEdinP•,
11
55436
Property Description:
T -f --it 1.
S-;.
Croix Buyiuent3 Park
Permitted Uses: 0fficei �varehollse
Subject to the following special conditions or restrictions: See, attache6i
_�;%it'rit A: Condition -s
_ 'Cubit 1: DrainaGe plan, site plaTkha,r:kl-ap• plan, and laud.sc, ,, ii- plwi
F., �i'i�it 2: Clirb abd Futter :specificat:i mis
. ,diibit 3: Tyjpical Stmet Section.
fe, ;,_Tli Jit 4: F iiiancial Fuarantee
We accept the conditions of this permit. We understand that any changes from these plans must be resubmitted
for approval.
OWNER OR REPRESENTATIVE
WHITE COPY -APPLICANT
DATE ZONING ADMINISTRATOR ` e
CANARY COPY -FILE PINK COPY -LOCAL GOVT. UNIT
DATE
EXHIBIT A
COND IT:.I ONS
(Permit #) JP -CUP -81-003
(Applicant ) St . Croix III_
(Date) July 23, 1981
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 Water Department.
4) On-site drainage shall comply with the grading plan as indicated
in Exhibit 1.
5) Design and location of all drives and parking areas shall comply
with Exhibit 1.
6) Recommendations contained in the May 18, 1981 letter from Short,
Elliot, Hendrickson, Inc., consulting engineers, shall be followed.
(attached)
7) Concrete curb and gutter within the parking lot and driveways
shat]_ 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 or the approved
curbing alternative.
8) 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. 7035
and attached as Exhibit 2.
9) The public street, if disturbed, shall be repaired according to the
specifications of Exhibit 3 in any and all locations the street is
disturbed.
10) Any plant materials indicated on Exhibit 1 that do not survive
must be replaced as needed.
11) All turfed areas on the parcel that have been disturbed or destroyed
during the construction phase of this project shall be graded with
topsoil and sodded in accordance with the recommendations of the
Zoning Administrator.
12) All waste materials and refuse shall be stored inside a fenced or
screened area or inside a structure.
13) The parking lot shall be lighted according to the standards of the
Joint Powers Zoning Ordinance.
14) 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.
15) 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.
16) The conditions of this permit shall apply to the land describdd and
shall not in any way, except herein noted, be affected by any subse-
quent sale, lease or other change from the current ownership.
17) Conditions contained in the development agreement recorded with the
plat of the St. Croix Business Park shall be applicable.
18) Each proposed use in the office/warehouse building must be approved
by the Joint Power's Zoning Administrator prior to occupancy.
19) 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.
20) Construction shall begin within one (1) year after the issue date
of this permit or the permit becomes void.
21) A $25,006.00 financial guarantee attached as Exhibit 4 shall
be retained by the Zoning Administrator to insure compliance with
the conditions of this permit.
6
SHORT-ELLIOTT-HENDRICKSON, INC. '?r-r,F1\/FD
CONSULTING ENGINEERS
ST. PAUL, MINNESOTA CHIPPEWA FALLS, WISCONSIN MAY 191981
May 18, 1981 RE: JOINT POWERS COMMITTEE
SPIRIT OF ST. CROIX ONE
PROPOSED PLAT
JP -SUB -81-001
OUR FILE NO. 80054
Joint Powers Committee
Washington County Courthouse
14900 61st Street North
Stillwater, Minnesota 55082
Attention: Mr. Dan Koehler, Planner
We are submitting herewith our review of the proposed St. Croix
One plat grading plan.
In our review of the Immuno Nuclear Corporation site (JP -CUP -80-
008), dated November 17, 1980, we recommended that an overall
drainage study be accomplished for the entire parcel #98-2050 of
which the proposed plat in question is a part. We are in the
process of preparing this drainage study and overall site grading
plan for the property owner. We have submitted preliminary storm
sewer design to Dirlam Properties, for their review with the owners
of parcel #98-2050. We are also preparing a site grading plan in
conjunction with this storm sewer study. We will transmit copies
of this site plan for the entire parcel as soon as it is completed.
We find the site grading of lots 4 and 5 to be consistent with the
overall plan. The drainage is also consistent with the overall
drainage plan subject to approval by the owners.
The structural section for the main drive and truck areas and
loading zones is designated as a 3 inch bituminous wearing course,
6 inch crushed limestone base and 6 inches of Class 4 aggregate
sub -base. The passenger car parking areas are designed with a
2 inch bituminous wearing course, 6 inch crushed limestone base and
6 inch crushed gravel Class 4 aggregate sub -base. We find these
structural sections to be in accordance with the engineering standards
adopted by the Joint Powers Committee.
The site plan did not indicate curb radii for the entrance onto
Industrial Boulevard. We feel these radii should be a minimum
of 25 feet in order to accommodate truck turning movements without
encroaching on lanes of oncoming traffic.
There is a one inch copper water service and a 6 inch sewer service
stubbed into the property line for proposed lot 5. There is also
200 GOPHER BUILDING • 222 EAST LITTLE CANADA ROAD • ST. PAUL, MINNESOTA 55117 • PHONE (612) 484-0272
Joint Powers Committee
May 18, 1981
Page 2
a one inch water service and a 6 inch sewer service stubbed in
approximately on the lot lime between proposed lots 3 and 4.
The developer is proposing to use these services for lots 5 and
4 respectively. Since there is a similar set of services stubbed
into proposed lot 2, if the service between lots 3 and 4 are used
for lot 4, proposed lot 3 will be deficient of sewer and water
service. This will necessitate cutting into the sanitary sewer
and watermain sometime in the future. Also, the method for providing
sanitary sewer and water service for lot 1, block 1, has not been
determined at this time because of the unknown development in this
area.
We trust this letter will satisfy the requirements of our review
of the St. Croix proposed plat one lots 4 and 5, block 1. If there
are any -further questions please do not hesitate to contact the
undersigned.
erely,
Richard E. Moore
jcj
Curh and Gutter'
L7,
7)/\.f � f]rlvrtvrry
PAVed A I ley _.' r...
1 l
4" Wal1, (1) / 4" W.A l 0
40 wark
Contraction Joints- i
Private Walk Provide Intermed Late joint at _
1/4" Rz- 1/4" per R. slobe lowanl roadwray sglrired end in sidewalk, "lien
f_ sidewalk Is afGiceot to curb 2
LE
and gutter. r, -
—T `--- --T — no
w M
<�
Y
..
VnPI-AN
able Width �"'-• Y-`�
SECTII'N THRU WALK
CONCRETE MACK_ 4"Walt
(1) 1/2" Preformed Joint Filler Material
AA511T0 M213 (Not regiin-1 when curse
and nutter or walk are adjacent to
TN, b Itum mous rev inq )
J Ir
L �,�ti r,r O 1/2" Expansion Joints at 60' (AP -0-4 1
Entrancexlmum intervals .
ff� 4 5 "ir
L � Same thickness as driveway.
1 6
G & G r'. + _--*,.. rel
•,» �� �4� Without �lidr•walk pave only to end of r.urfr r
GO to 90 when entranr.e is unsurlared or cun:lrurtlnn
70 z'` not needed beyond Ihrs pnwt.
Variable -
f ~
F1/2" Exwnsron .;cent A 'W-/
(1) Contraction ,liont Wormed or Sawed)
(S� Driveway iwfii not he pokircrl monolithically
I with curh and •lioter
9 See Std Flats 1030 and )loris for placement
of pedestrwi r.urll ctmp
HALF F:AN PLRSPrCTIVE
i
I
1
CO?ITRiNCTOR REFERENCE
See plan , Ior Ill tr,r-mint of wiIk irid
re, Im,•,ioril. Ior Eons steel in,, n drl�,eway%
ILov:..N,l 20 ) l l
r
8 4 With sidewalk pave to hack edge of sidewal!
ON Paid for ns concrete driveway pavement.
a
-._._ Drivr!my Pavement 1/q" R
S/ofde 1/411 R.�1 l.rogih Varles
Note;
No deduction to be made In O�"—
Ctirb
and Gutter for Entrants.
SECT b N A -A
ENGINEER REFERENCE
See Road Design Marnsal for geo~irlr S -
of entrances.
Where the maximum allowable enrnnr r grid -
would be exreednl, dire to Ihx Pre Ten o1 —
exlstirtg w.tlk, the walk shall tin rrinnv•1 erul
!r�
repl.srod, ar the pavpnwrt mrrw,41 ,envie
1.UR2 RETIZIN the rlglilrC(f enlnnre slop -
STATE OF MINNESM A trEr-lrlrA
JI PAnTNII-NT (:F rR,%N`'i1n1!TArIr)N HEFEREN( F
.a,
co?jcRz 'rr WALK 9 2301
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VARIES 4 4' VARIES
F F CROS B 61'B call SEE CROSS
SECTIONS SECTIONS
o.o2'/ET1I Ci ' F7 0 0 I r T +
_lag-
F2"PLANT MIXED BIT. WEARING COURSE
(M D.O.T. SPEC, 2341)
5° PLANT MIXED BIT. BASE COURSE
(M.D,O.T. SPEC. 2331)
TACK COAT (M.D,O.T. 2357)
4" CLASS 5 AGGREGATE BASE
(M O O.T, SPEC 2211 )
TYPICAL STREET SECTION
rrtrrAl7r.D nY
SHORT ELI IDT r HrNDRICKSON
INCORMRATED
SAINT PAUL, MINNESOTA
LOCAL IMPROVEMENT
129-1