HomeMy WebLinkAboutMULT DOCS - 00-00029 - Central Park Restaurant - New RestaurantMr. Gary Archibald
1690 South 1000 West
Rexburg,, Idaho 8344-0
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STAGE OF IDAHO
RE: Annexation Agreement for Central Pari Restaurant
Dear Gary,,
P.Q. fox 280
12 North Center Street
Rexburg, Idaho 83440
Pone (208) 359-3020
Fax (2Q8) 359-322
e-mai# rexhurg@ 5rv.n.et
September 20, 3000
Returned herewith is your copy a#'the signed Annexation Agreement for the Central Park R s a u--rain�.
Your reimbursement to the City for the waiermn
a , sa�tary sewer, storm drain and street improvements
along 2'd East St. (St, Hwy. 33) was due and payable to the City upon annexation. This is the
$6,599.a3 figure set forth on Page 14 of the Annexation Agreement. Nate that these values were
based upon the 124.51 ft. of �.d h of the property left after the north half -street right-of-way va"dth for
1000 North St. had been deducted from the original depth of the property. The $10.00/ Iffical foot
figure used for the watermain, sanitary sewer and storn dram. pipes was a dollar figure adopted by the
City Council several years that was supposed to represent orae -half the cosi of an 8" watermain, or
sewer lune; however, as you can see on pg 12, the estimated cost of water and sewer lines is now
somewhat more than the $2[3.O0/ lineal foot that these estimates were originally base. on.
The Contractor on the job (Zollinger Construction) was working for you; even though some of the
work he did is work that the City is reimbursing you for (dor example, Items 1,Z & 3 an pg. 12 of the
Annexation Agreement). The cash of the construction of the street on 1000 North St. was partly year
responsibility and partly the city's. You are responsible for one-half the Business Ste (Typical
Section # 4) as described and shown in the Annexation AgTeement The City iso, regponsihie for the
increased width of street and increased depths of plantm*X, aggregate base and granular borrow
between Typical Section -4 4 and Typical Section # 6, which is for a Minor Arterial St. The costs seg
forth in Item # 4 an pis 12 & 131 of the Annexation Agreement represent the i
ncreases in street width
and ballast thicknesses that the City is responsible for. These ars in addition -to the costs for the curb
and gutter, asphalt plantmix,P crushed gravel and granular borrow for the one/half street width of Typical
Section # 4, which as indicated above, i's your responsibility. The unit costs (for asphalt plant min,
crushed gravel, granular borrow, grater pipe and sewer pipe,, etc..) are prices that ars representative of
recent City projects. We tried to Ret prICeS from ZollinLyer Const for t%eqe ife-miz of urnrk hiif lip
never got them. tQ us; consequently,, as indicated, we used representative prices from other recent city
jobs
to calculate the City's share of the cost of this work. Your Engineer in charge of the work
(Mountain River En,gineenAng} is supposed rogiveOf us a certi icafion that all street and utility work was
done in accordance with the City of Rexburg" S Standard Specifications and Standard Drawings,
They,, in conjunction with the Contractor, are also supposed to furnish the City a set of "Record
Drawings" showing the true and exact way the street and utilities were actually constructed. As soon
as we receive: ( 1 ) your Engineer's "-Certification that the project was constructed in accordance With
the�rawings Standard and and �2)the "Record Drawing, s" reference v d"U0 , W
will authorize payment of the city's estimated $22, 1 3 1.72 share of the street and utill'
subject development,
iL
If you haveany questions any a
regarding of the above&=-� , _dJ pease give me a call.
Very truly yo
M
JOSEPH A. LAIRD, P.E.
CITY ENGINEER
ter costs for the
Mountain R"
iver, Inc.
GoNsuLriNC ENGINEERS AND Law❑ si,aw-yr,ae
John Mi'llcar
CII'!
of RexbUrC
P.O. Box 283
Rcxburcr0,8ID ��
RE. Central dark Restaurant and 100-0 North street improvements
Dear john,
N ovemb -or .7/ 2000
per our telephone Conversation thiAs s marning,I wife ;Atempt to explainMountaln Rrvcr's
rale in th� above referenced project.
The Site Plan and Improvement DmWings for 100[7 Nnrth wnrp prpp;�rpd hy. Mnl intain
River, Inc., and while the plans were bei -ng revieWed by the City of R(--axburpEng'neering
Department for approval.,the contractor started con lruct-ton, We were not informed that he ",as�ta�ting �nr�E�k at�tc� tl��l�e�4t'e We were not on the joky site to inspect the installatt"
The project continued jon cif the. utilitle4_
th no coordination between the contractor and Mountain River, 1nc., as to
����er� i��e sLr��� c�r�strucziQn for i 00o North way TO take piace, Therefore, �� tflo way Gvnstr-uc�c�d
without our bc--m-ng there to inspect, theretofe we �av� no way to certify to the insta[latican end
construction of these improvements. the as built drawing, arc bol"ncc; final'Izcd and will be- �-m�i��d
to Val.,
!f you have arly questions or require further inrarmationr please dive me a cafl,
S i- n ce. re I V,
Lary Hudson
1020 cast LfrcNain Road ldaha falls, IdOho 83401
Phonti; (2W) 524-4175
Fax: (208) 524-6 18 1
5606
v
October 3, 2000
Frank Zimmerman
Central Park
710 N. 2"d East
Rexburg, ]ED 8."3Y440
REA
Dear Frani:
STATE OF IDAHO
Industrial Data Disclosure Farm
Enclosed is ars �ndus��a.� Data. Disclosure Form vvhic� meds pro be completed and re
pursuant to your Central 'ark business.
P.O. Box 280
12 North Ginter Street
Rexburg, Idaho 83440
Phone ;2087 359-3020
Fax (208) 359-3022
e-mail rexburg@wv.net
Please complete the form and return to Donna Archibald at the Wastewater Treatment Plant at
P. 0. Box 2$Q, Rexburg, Idaho or to me and I will see that she receives it,
Thanks.
Yours truly,,
Marilyn Hansen
City Clerk
07/13/2000 THU 16:41 FkX
Mountai*n River, inc.
G01q8U1.TING ENGINEERS RIVD LANA SLIRVEYU1R5
PROPOSED LEGAL DESCRIPTION
ANNEXATION TO CITY OF REXBURG
A Bract of land lyIng In Madison County, sraTe of Idaho, in the IVY lA of Section
North, Range �� East, Boise Meridian, and particularly described as follows;
10002/002
July 1-3),*'2000
Township b
Beginning at the SW darner of Section 17 a found vault and monument; then,ce
N 89°3�'3�4" E Tong the south I i�t� of said Section 17, � distance of 50,00 feet to the pornt of
Be ronin .,
• thence N 00'1 V06" E and parallel to the west line of Section 17 a distance of 175.01
feet; thence N 891131'341'r E andofpara1iel to the south line of Section 3 �' a distance 192.84 feet;
thence S 00°2$"26" E and peroendicular to the south line. of Sec
tion 7 a distance of 175-00 fvp.t;
thence S 89'31'34" W along the south line of Secflon 17 a distance of 194.86 fto rkA Pnint of
13.eg inn Jin .
The ;above described tract of Innd Contain5 p.78 acrcr,Q
1020 East Lincoln Road Idaho Falls., lciaha 83401
Phone: (M) 524-6175
Fax: (SOB) 524-.6 i 8 1
'5606
07/13/2000 THU 16:41
FAX
Mountain Rivex, Inc.
CON3MT1NG ENGINEERS AND LAND SURVIEYpRS
PROPOSED LEGAL DESCRIPTION
FOR
ANNEXATION TO CITY OF REXBURG
A Mace of �and lying in Madison County, 5raae a f Idaho, inn the Svc ,� of Section
North, Range 40 East, Boise Meridian, and particularly described as follows;
V1 ao2ioo2
]Uly 13, 2000
-11., Townsfiip 6
Beginning at the SW Corner of Section 17 a found vault and monument; thence
hl 89"3134" E along the south line of sd Section 17, a distance of 50.00 feed to the Point of
Begir�n�; thence hl 00" 1 V06" F and parallel to the west line of Section 17 n di.5tqnce of' i 7_5_01
feet; theme N $9`'31'34" E and parallel to the south lige of Section 17 a d[stance of 192.84 feet~
thence S (}0'28'26" E and perpen'd_lcular to the south hine. of Sp-c-finn 77 a disfincp of 17.5-M) f t;
thence S 89°31'34" W along the south line of Section 17 a d'sfnmrp of 1 qd RA fok�
Reginnin
The wave de;,cribed tract of 1;2nd cantain, 0.78 acres.
102a East Uncoln Road • Idaho Falls. Idaho 8340i
Phone: (208)!524-6175
Fax: (20s) 524-6181
51606
07/11/2000 TITE 12:1J FA.,j
10
mountain River,
Corv5ul.rNG ErvGpN�Ers AND LAND
LEGAL DESCRIPTION
FRANK ZIMMERMAN
Inc.
SURVEYORS
ta 002/002
July 11, 2000
RESTAURANT PARCEL
A tract of land lying in Madison County, State of Idaho, in the 5V1! �a of Section 17, Township 6
North,'Range 40 EaStF Boise Meridian, and particularly described as follow!j-
C%
Beginning' at the SW Corner of Sect"on 17 a found vault and monument; thence N 89°3i '34`° E
along the south dine of said lection 17, a distance of 50,.00 feet; thence N 00Q1 i'06" E and parallel
to the west dine of Section 17 a distance of 5Q.50 fe- et to the Fo i nt of BP ronin r thence rnntin uing
N 00°1 vo6l, E, 124-51 fe-&-t- thence N UO -3 � ' 34" E and parallel to the south line o� Section Z 7 a
di��ance of 142_�S� feed; thence S 00028f26" E and perpiundicular to the south lige of lection 1:1 a
distance of 124.50 feed; thence S 89"31"34" 'W and Parallel to the sooth line. of Section 17 a
d J'stance of 194.2 8 deet to the rol'nt of QgzLnnin .
The above described trach of land contains 4.55 ac, -es.
50-50 FEET COUNTY ROAD
A tract of iand lying in Madison County, State, of Idaho�n the 5W YA of Section 17, Township G
North,, Range 40 Fast,. Boise Meridian, end P�.rtieuiarly described as follows..
Beginning at the SSV Cerner of Section 17 a found vault aid monument; thence N 34" E
Tong the youth line of said Section 17,, a distance of 50.00 deet #o thO-int 13tgmaing-,; thence No�F_,
00°1 -1 'd6" E and parallel to the west line o� Sectiar� � 7 a �i�tance o� 50.50 feed thence N 89031 '3 "
E and P'arallef tothe south ling of Section ] T a d�s�a�c� o� � �4.2� deet; �her�ce S� (3�°2$'��" E and
perpendicutzr t4 the south dine of Section 17 a distancP- of 50.50 feet; thence S 891,3113,1'2 W alon
the south line of Section 17 a d!"s�anee of 194-86 feed to the Paint of Bey.,Jnni A g
The above described tract of land contains o.23 acres.
1020 East Lincoln Road i IdChO fi011S, ldaha 83401
phone: �208) S2d-6175
Fox: (208),524-6181
56
T COMMUNICATION LOG
CITY OF REXBURG
BUILDING INSPECTION SEQUENCE
Type of Ins�e�c�ons; Far ars-site cvns��uc�on, from time t� nme the building official, upon nouficaaon
from the pemilt holder or his agent, shad make or cause to be made any necessary inspections and shad[ either
approve that portion of the construction as completed or shad notify the pe it holder or his agent wherein the
same fails to comply with this code.
le LLot comers staked., shaking 1n place for building, prior to excavation:
Z. FOOTING: Commonly made after pokes orpiers ars set or trenches or basement areas are
excavated. banns and horizontal reinforcing in place, verdcal reinforcing cut and an job
site or tied in place.
3. FOUNDATION INSPECTION:
The foundation inspection shall included excavations for thickened slabs intended for the
support of bearing walls, partitions, suucturaI supports, or equipment and special
requirements for wood foundations. All forms and reinforcing steel, etc., shall be in
place.
4. PLUMBING, MECHANICAL AND ELECTRICAL:
Rough inspection: Commonly made prior to covering or concealment, before fixtures
are set, and prior to framing inspection.
5. TRUSS INSPECTION:
Inspections of trusses to see they meet shop drawing requirements and that they are
installed and braced adequately.
6. FRAME AND MASONRY INSPECTION:
7.
Commonly made after the roof, Masonry, all fi-aming, firestopping, draftstopping and
bracing are in place and after the plumbing, mechanical and elearicai rough inspections
are approved,
LATH AND/OR WALLBOARD INSPECTION:
Commonly Ornade after all lathing and/or wallboard interior is in place, but before any
plaster is applied, or before wa���aard io�nts and fasteners are ranQd d fin ic h wi
HN.AL NLUMt31NG AND HEATING 1NSPECTION-9
All systems in place', fixtures set, reedy for occupancy
�. FINAL ELECTRICAL.
Fixtures and walk covers in place. Directory completed in paned box.
10. SIDEWALK INSPECTS0
:
After dorms are set, Pnor to placing concrete.
*6
IL FINAL INSPEC'f".-';"' �:...�
Commonly made after the building is completed and ready for occupancy .
12. OPERMIT.,
Issued when, on final inspection, building is ready to occupy.
t 31D OTHER INSPECTIONS,*
In addition to the called inspections above, the bu-11ding department mai make or
, require any other inspections to ascertain compliance with this code and other haws
enforced by the building department.
INSPECTION CARD
The permit holder or his agent shad posh the inspection record an the job site in an accessible and conspicuousplace to allow the buiiaing official to make the required entries. The record Ghali be maintained by thholder unci[ the final ,nspectivn has begin made and apprawedp
I have read the above and wi[I comply in my requests dor inspections by giving 24 HOUR NOTICE pr]"or for
inspections to be made.
Electrical: 624-3767
Plumbing: 35,9-3029 ex 32A or 313 0r 359-3D34
Signature: �'`""�'`Ck.
Bung:ildi359-3,020 ex 326 or 313
Date....