HomeMy WebLinkAbout1999-01-11 Attorney Clinton Memo to OPHv .•. d ,4 f V l�
Donald J. Plaegel
Shawn M. Moynihan
Jack W Clinton `*
Joan M. Pluegei
V • `1 41' 4.11
INTRODUCTION:
DISCUSSION:
FLUEGEL, MOYNIHAN & CLJYTQN, P.A.
FLUEGEL MOYN I HAN
FM&C
Attorneys At Law
1303 South Frontage Road, Suite 5
Hastings, MN 55033 -2477
MEMORANDUM
UM
TO Thomas M. Molina, City Administrator and
Kris Danielson, Community Developmen 1
FROM: Jack W. Clin on
United States ' tal ervi ce Facility - Developers A� Teem ent
�
DATE: January 11, 1 999
irec or
T am providing this memo to summarize the chum ges in the Developer's
.Agra em.ent that were
made from the draft that is dated 01/07/2000 at 12:00 and why the revision were s � e rn.ade.
I have prepared drafts of the Development Agreement which you have reviewed b y revue ed on behalf of the
City and Steve Muyskens, Real Estate Specialist, on behalf of the mite '
United States Postal Service.
The changes in the draft agreement relate to the financial guarantees. v. 5. Service . p�Sta.l � �rv�ce 15
mandated by Federal Law to pay lawful bills which are owing g within 30
days of receipt and
approval. Therefore, the financial guarantee language has been deleted, and in
s replacement of it,
language following the Federal Prompt Payment Act has been inserted.
Therefore, in paragraph 2 concerning Plan A Improvements and paragraph p � ph 6 concerning Plan 13
Improvements, the escrow for each of those has been deleted.
in paragraph 5, the Postal Service is agreeing to reimburse the City for its engineering, y its cng�neerin.g, legal,
administrative and planning fees. They have asked for the not to exceed inserted amount be inserted in
the agreement. I have left that blank for the amount until the City can compile an compile those costs, but
the amount can be inserted in the agreement after the figures have been
compiled.
In paragraph 632, the escrow wording has been deleted in its entirety, and in replacement that
Also admitted to practice in Wisconsin
** Certified as a Real Property Law Specialist by Minnesota State Bar Association
X002
Telephone 651-438-9777
Pax 651 - 433.9775
V ~Yt 1 d nd.
entire paragraph has been reworded to follow the terms of the Prompt Payment Act. In brief the
City is required to submit its bills. The costs for City Planning, and administrative costs are
being charged in accordance with the policies that are in effect on the date of the agreement. The
postal service is required to make payment in accordance with the Federal Statute, and Paragraph
D provides for interest on any late payment as allowed by that statute.
In paragraph 8, the Postal Service is agreeing to pay the City its prorated share of the costs of
future improvements in the Kent Center Second Addition.
In paragraph 9 concerning general terms, paragraph C has been modified to incorporate two
exhibits. Exhibit A is a list of conditions which was with the January 7 12 :00 version, with the
addition of the name orthe center. .1 have added Exhibit D to be the memorandum. from Cindy
Sherman and Scott Richards concerning the architectural issues.
Based on my phone conversation with Kris Danielson, I understand the Council will be meeting
on this tonight. I am not available to attend the meeting ue to a previously scheduled meeting
g p y l tang I
have. However, if there are any changes directed by the Council evening, 1 can make them and
fax them to the Postal Service on January 12, 2000.
Let me know if there is anything further on this.
pc: Steve G. Muyskens - via fax (913) 261 -2510
LUkA,EL MO N I HAN
�oo3
U1/ 11/ UU ..b : 4 ! FId�
1/11/00
FLUEGEL MOYNIHAN (it 004
EXHIBIT A
TO DEVELOPERS AGREEMENT
BETWEEN
THE UNITED STATES POSTAL SERVICE
AND
THE CITY OF OAK PARK HEIGHTS
The following site plan alterations must be incorporated in the construction of h
t e annex
facility and USPS agrees to arrange for construction in accordance with the following
g
1. A wall extension shall be constructed to screen the loading dock area from the east
in place of trees and chain link fencing,
2. A parking lot shall be designed with parking stalls at 90 degrees.
3. Two -way traffic access shall be provided to the northern parking area.
4. The snorkel lane may encroach on the easement area to accommodate the arkin g
lot reconfiguration.
p
5. Chain link fencing shall be a maximum height of 6'O" and no barbed wire or razor
wire shall be used.
6. A photometric light plan shall be included with the submitted plans.
7. The building facade will be enhanced with an expansion of a brick detail at the front
entrance and more glass shall be used at the front entrance.
3, The building facade will receive vertical articulation through additional brick and
stone treatment.
. Roof top mechanical equipment will not be metallic and will be a muted tone to
match the building. Any exterior mechanical equipment shall be screened as
provided in the Design Guidelines from the city.
10. Landscaping will be provided as a buffer along the western and northwestern area
of the site.
11. The facility shall be named the Oak Park Heights Carrier Annex.
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pplications:
• Parking areas
• Parks
ea Walkways
• Entrances
• School campuses
onstruction Featur
Housinf,,
Square housing is clic for
one piece aluminum
1 ;Round housing is spun one piece aluminum
• *integral design feature, 1" wide embossed decora-
tiveiband, color striping is available
• Noi
Extrude4 aluminum arm, 6" for DLR., 12 5" for
DLS Mth mounti hardware
ii,,51ipAtt6r,rhoiint (SF) with casi aluminum slipfitter
;for 2 2 3h" OD tenon
Yoke mount to slipfit 2" pipe, 2 Vs" OD tenon
'Door
•IC:tist *aluminum
.6 Captive screws
0.. C9ntinuous gasket
•
UDC- 29 WED 04:14 PM GAUSM4
•
LUMINAIRE ORDERING GUIDE
Example;
-�- Mi000 -m -m - m
DLS
Mounting
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SF: `stipflt#er far' f
.2 pipe pasttop,
tenon
YM: y48 moon
to‘dilifit 11
#eno ..
PM: arm mount
& MOOR[
ds rnmetrlc + C phatou(aciric cell 1207277v up_ ta'400W
• I rr +T
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; • Qr�ra�' phot receplac1e (Vass cell)
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' , h P ' � Ski Sluso .
t' ts; .lia ise Oda ctrtc if shield
4RPA: 'rand pile odapior for 4`' O.D. polo
mount) SRPk ro und pale adapter for 5' 0.0. P ale
VS: sytheirico ` VG: 06.1ycarUatiaie vandal guard
c Z: quartz standby
Refer to Poles/Brackets Section for ordering information.
Model DLS -EPA 2.4, Model DLR - EPA 1.5
Optical AS6enahly ,
• Horizontal lamp position
O Segmented, anodized aluminum reflectors
with flat clear tempered glass lens for type
. , � ypc
Ill asymmetric, or type VS square
symmetric distributio
* '.ape IV forward throw reflector available
up to 400 W (J NOW in post top DLS)
Lumpholder
• Enclosed mo uI porcelain socket
• HPS sockets' are pulse rated
Ballast
• High power factor, starting rated to -2
• Metal Halide: constant wattage
b
a utotrarisfarmer
• Iligh Pres u re Sodium: 250W to 1000W -
r
constant wattage autotransformer with
electroni starter., 150W - high reactance
with electronic starter
Finish
• 13akked. on polyester paint available in 10
standard colors
• Consult factory for custom finishes
FX NO 6516399618 P. 03
�,?+ �.�,� • ? ' Options
DISTRIBUTION PATTERNS
c,y nmo1T ;C
Optional stripe'
polar for (C UEY
WC536iie
BtS: black
GCS; ofhor
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forward Throw
UtL' -29 -1999 WED 04.15 PM GRUSMAN & MOORE
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_2' 7anon
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Parrdlehola
12' ' With Cover
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Base Demi(
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Buy Detail
8
ROUND STRAIGHT STEEL POLES
Nom,
Height Order
FAX N0. 6516399618 P. 04
Allowable EPA
Mind Velocity
w17.3 gust
Shaft Size
....� Anther 1111.1
Ft, Number 70 60 SO 100 Dim �.� Ge Bolt Size Lb:.
10 1 O- RSP -4.5 29 22 17.6 14.5 4.5 ,12 31 -- - 15 87
12 12- R3P -4,5 22 17 13.5 11 4.5 ,12 314 x 15 78
14 , 14- RSP -4.5 ` 18 - 14 , 11 ' . . 9 4.5 ;12 314 x 15 89 .
•.. 16 164RSP -4,5 ,16 ..... . 9 ..... _ . ._4.5 ,...I 2 3,41x 15 , 100 '
18 18- RSP -4,5 13 9.5 7,5 6 4,5 .12 314 x30 118
20 24•R5P -4,5 11 _ 8 6 4,5 4.5 .12 314 x 30 129
20 , , ' 20-RSP -6 49 37 28 ._.., - -• 23 • , n 6 ' - .29 ' 314 x 30 • 324
. 25 ''25•RSP -6 ,.. 3 ..... 25 19.5 15.5 6 .25 1 x 38 , . 414
30 30 -RSP -6 24 18.5 13.5 ... 10 6 .25 1 x 16 491
NOTE: Specify Calor.
M poles provided with powder paint finish,
Alf poles are furnished with anchor bolts, double nuts, and base coven.
For ordering information on options & receptacles, see page 16.
ROUND STRAIGHT STEEL POLES4AD
Allowable EPA
Wind Velocity
wn.a Shaft Stu
Nom.
Heigh Ordsr
Fl, Number 7Q AO 90
e
10 . 10- RSPP -4 27 21 16
12 .. , 12- RSPP -4 20 15 12
14 14- 11SPP -4 ' 16 ..11. -- 9
16 ... 16- RSPP -4 , ,12 h. 9 7
- 1 G 16- RSPP -4.5 14,5 11 8,5
18 18- 1 -4 9 7 4
18 ' 18- R5PP-1,5 - ` 12 9 •- -.. . 7
., 20 ... 20- RSPP -4 8 5 3
20 2O•RSPP -4.5' ...10 7,5 5.5
20 2O•RSPP -5 20 15 11
20 • 20- RSPP -6 . .,.. 33 ... ' 25
25 25 -RSPP ... , 13 10 7.5
25 25- RSPP -6 30 23 18
30 30- RSPP•6 22 17 12,5
Anchor WI,/
100 Dim 1 Boll Size Lb.
1 3 4 ,134 314x15 68
_9 4 .131 314 x15 78
7 4 1 .134 • 314x15 80'
5 ... ..4 , ,.134.. 214x15 16O
6.5 4,5 .12 314x15 101
3 4 , 134 311x30 110
5.5 X1.5 " .12 • 314z30 ' 118
2 4 ,134 3/4 121
4 4.5 .12 314 r30 129
9 5 .18 314r30 202
20 6 , .25 314 x 30 325
5.5 ... 5 . . ,18 1 X 36 262
14 6 .25 1 x 36 419
9,5 6 .25 1 x 36 402
NOTE: Specify Color.
M poles provided with powder paint finish.
All poles are furnished with anchor bolts, double nut, and base covers.
For ordering Information on option; & receptacles, see page 16.
Fixture EPA is computed at 2' above bop of pole. For fixtures above 2`, consult factory.
ROUND STRAIGHT STEEL Shal Q t 8430 Anchor
Novi, Allow Size
Site Delali Bolt
Height Order w(1 1 Wind Velocity-- x Y T 8a; Size W1./
Ft. Number 70 80 90 100 (ire,) (In.) (in.) Detail (in.) Lbs,
10 1 RRS 21 27 21 16 13 4 4 5/8 4 314x15 6 . 8
92 12- RRS-15 20 15 12 9 4 4 518 A 3/4x15 78
14 1 RRS•11 " 16 11 9 7 4 5/8 A 314x15 39
... 16 16•RRS -9 12 8 7 5 4 4 518 A 3�F4x15 100
18 1$ - RRS - 9 .. 7 4 . 3 4 4 51S A 311x30 110
20 20 4RS•5 6 5 3 2 4 4 5/8 A 3114x30 121
20 . 20 RRS.12 • 16 . 12 - ' 9 6 4.5 4,5 • 314 8 311x30 207
von
25 ... 2 S - RRS - 7 , 10 , , 7 5 4 4.5 4,5 3/4 8 1x38 253
30 30 -RRS-5 7 5 3 2 4.9 4,5 3M 8 /x35 304
KATE: Specify Ca /or.
Ali pales provided with powder paint finish.
All poles are furnished with anchor bolts, double nuts, and base covers,
For ordering information on options & receptacles, see page 16.
Fixture EPA is computed at 2' abov top of pole, For fixtures above 2', consult factory,
All poles required for Tennis Court liohting, specify .. less tenon.`
Refer to pages 13 and 14 for Tennis Court brackets.
DEU-29-1999 WED 04:15 PM GAUSMAN & MOORE
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PEPTH OP POLE BA-5C
17E1ERMMD BY HEISHT
OF POLE.
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71--4.
2 MIN,
4
4
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POLE BASE DETAIL
NO SCALE
FAX NO, 6516399618 P. 05
AisICHOR BOLT SPACJN6
PETER1-111Z0 BY POLE
MANUFACTURER.
CoNCRETE 13,45E.
ORADE.
GRCUND ROD
5/13" x 10 COPPER 1
REINFORCING RODS
444 VERE i1/2" COVER
1 44 TIES AT 16' 0.C.
THP..c064-1 DEPT1-1 OF SASE.
ANCHOR BOLT5 FB.O.