HomeMy WebLinkAboutREVIEWS - 96-00025 - Donegal Bay Apartments - 5 Buildings 32 Unitsa.
kILE L BOYLE
ROSE , QTY CLEPK
RICHARD HORNER, TREASURER
F,1NANCIAL OFFICER
Wilson Arch]'_tectural
403 Broadway
P. 0. Box 261
Boise, Idaho 83706
49/ r
!REX
0
STATE OF IDAHO
April 1, 1994
.E: Site Plan Review f West
Dear Mr. Wilson,
Tilbury
P.G. BOX 280
12 NORTH CENTER STREET
RExBUR6, IDAHO $344
PHONE (208) 359.3020
FAX X208) 359.3022
� have
reviewed
your preliminary -te
plan for the subj,ect
development
and
have
the fol"Llowing
comments
cr questions'.
1. IRRIGAr-L"ION
There is a large canal and a north -south irrigation
.itch westerly from the canal along the east side at your
proposed development. There is also t-west_Lrrig-a'-'--J_on
ditch along the nolp_-th. side (5-t1-1-hSouth) of the develnl,+- opme,.
There are some large concrete irrigation headgates at the north
alt corner of development that control the water flow t
the two irrigatlon ditches..Mountain River Engineers/Surveyors
acquIred sone of the topographic information when they wee e
preparl-ng the plan for the street grades ,I' -n front of the
Brenchley P-partments. Your Engineer/surveyor can get this
information from them and will have to locate the remaining
items and -show them an your site plan. At the public hear
the subject apartments, Mr. Luce said the east -west irrigation
ditch along 5th South would be put undergrouna in a culvert.
This irrigation l rt wil.1. need to be shown in both plan and
The otherirrigationoz facilities
111 also need to be shown on your plans and will need to be
kept operable and maintainable during an(I after your development
i
completed.
2. FENCES
At t public is hear in , fir. . Luce told t n -i
�
wouldinstall aneighbor-friendlyfence between t i- development
and said neighbors that would meet their satisfaction. He ,also
s I'd he, would fpnce the canal side o -L
she development.
3. STREETS
The . t ' P01icy is that the developer's Engi
neer
Let] survey informationo
design the street grade iine, typical
ion, ballast and
pavement thickness, etc # and submit same to the City Engineer
for review and approval. Street grades, sidewalk and curd
location and height, etc should l 1 be resolved the. early
design phage of your development so your ite-ir parkLng lot,
building, etc. can be designed knowing the constraints of the
street facilities.. The City also requires a licensed Engineer's
Certification that the " built" street facilities, water,
sewer and otormdrain lines, etc # have been installed i.
accordance with the City's Standard Drawings and
Specifications. Street facilities should include the corner
connections to 4th West as shown on the returned plans.
4. WATERLINES
As shown on the returned plans, there is already611
water maim in SthSouth across your developments frontage.
'there are no closelyadjacent in hydrants. Our Fire Chief
feels that a fire hydrant is needed at the entrance to your
westerly driveway and a second one back nearer the center of
yourr development and having access from the easterly driveway.
See attached plans for suggested locations.
The water meter assembly l have to have a 11 by pass
meter to pick up low f lows
SANITARY SEWER
As indicated on the attached plans,, we feel the two
main inter for sewers shoiald be 811
diameter and need manholes on
their southerly ends so the lines can be rodded n cleaned with
the available sewer clewing equipment.
6 PARKING LOTS
The westerly part of the development (Phase I) has the
required 68 parking spaces. Have the handicapped .elle
parking spaces been located so they are "ion the shortest
'ble accessible rote from add at parking to accessible
build ing entrance"It appears that the northerly buil are
lacking "accessible" parking.
The parking lots n the far south and west need an
addl't]Lonal asphalt area to provide a turnaround area dor cars
parked at the ends of these aisles.
The easterly part of the development (Phase I) shows
64 parking� whereas , are re two
areas at the far south end of this parking let �a
pped
access
ible spaces Short term parking? r what It appears
that more "access ib e' r .L " is needed for the more northerly
buildings*
Dimensions for parking lot isle and space widths and
lengths need to be added. Also curb turning radii and sidewalk
wl*dths need to be :shown
N
. BUILDING SETBACKS
The building layouts seem to meet
requirements. We assume they wJLI1 be tied
the final plans.
SoSTORM DRAINAGE
the City's setback
down more exactly on
iacx or storm drainage faciLlities in the area
your development is a real r l 1" stormn line J_S
located west of you in 5th West see attached portion
with storm drain shown in blue line i
s presently
overloaded so *f you hook into it you will need t
o provide on
to storage of storm water until the peakthe storm event
has passed. We arer I - 'innovative proposals frorn your
Engineer that will adequately this problem.
v GARBAGE COLLECTION
We have been hav'
considerable problems with garbage
collection in apartment /commerc ial locations. The containers
are frequently posi Toned at locations that are inaccessible t
our large garbage trucks, Also, the walled enclosures around
the garbage containers are frequently constrvcted in such
man.!man.!er that the arms on our Trucks can't easily get a good hold
on the contaiz-ier-, We will need to discuss thesetum Imwith
Ycu in more t l I before you complete yoijr final des i -
I one garbage pickup location gong to be adequate
r all of the Phase II easterly portion of your development?
The one location is approximately 450 f from the e -t rm t
�i.i
10, What street lighting and inter.ior parkingl i�_ n
ill be provided?. Plans show nothing about electric boas grid
facilities, cable . * , gas, etc e but,, we assume t -hese w" a'
be addressed on the final l .8.
We
have not
made any atTempt to
review
building
flans because
of their
preliminary nature.
General
criteriaare ,,
i -n
- Frost depth
Roof
Wind. 70-80
Seismic Zone
(top ground to bottom of footing
Snow = #/s.f. Deadload=.
m.p.h.
3
t
We are looking forward to your submittal of finalplans ars
speci-is tion for lopment
Very Truly Xpur
Joseph A. Laird
City nru iI i -ll
.J'ALrj w
Enclosures
REIBURG MADISON
P 9 0 . Box 280
26 North center
Rexburg, Idaho 83440
(208) 359-3010
L994 Uniform Firs Code
Plan Date: .08-16-96
Flan Review ReView Date: 08--19m"96
Building Name; Doneqal Apartment shase 1
Building Address. 4,.5fest 5th SQuth
Stories: 2 Type of Construction: V -N
Occupancy Classif *cation : R-11 Exist-ing Floor Area,a N/A
New ConstructlOn Floor Area: 2_,@ 6416
1).Required Fire Flow ( III -A):
Cnrnrnias,i-c � D
EA
�0.
LA8088 sq. f t 06
2500
�~-..�•.--.y-� . ;�� ��j �� -3--Lire n grants , I w,x 11 accet 1 new one on the
NW' corner and the 2 existin
vf vrhave � . You w�. � I �e r� wired
to 'install an adda.tional fireh d. zp��r�.nt in ____
2).Water Supply (Article 9,
.as e 2 p
Section 903) Required: Yes
r'i re Hydrant Locat'on : C-47 corner of 4th Wa�& 5th So
Fire Hydrant Flaws; 503Q z 20 P
Fire Flow Test Location@
C-47 corner of 4th wo & nth SM
Fire Flow Supplied $y: Fire Department
Other Approved Water Source@ NLA
W. a, +C. S u
Ld,0 I e Yes
Filre Hydrant Location Rcceptable: des
W = 4- ex C 1 41
the
in .
inStai i In a new hxdrant ora the NW corner of
. Will install another new hydrant when
Kase 2 does
3.)Fire Apparatus ,Access Roads (Article 9 Secion 902)
Required: Yes Acceptabl e Width. 'Yes Length,: Yes
an evi ew
Page 2
Surface: Yes0
Turning radius
vehicle Vertical. Clearance: Yes
Complete Road Acceptable: Yes
Arkin 10t turn ---around until
drive around the complexv
Yes- Grade: Yes_
Turn Arounds: Yes_
COMInents: We will use the__
hose 2 is done which will let us
4 ) .Access Roads and Water Supply, Including Fire Hydrants Are
Required To Be Installed And Made Serviceabi,c Prior Tv And During
Time of Construction (Article 9 Section 901,.3) Yes
COMMentso As close as pvss_ibl e .
5),Installation of Portable Fire Extinguisher (Article 14 Section
1002) Required: Yes Location Acceptable; No shown.
TYPE Provided Acceptable: Min . 2 -A 10 B Cvmmens : Owner wi 1 1
contact us on locat3.on,
6)aAutomatic `ire Extinguishing Systems*
Required.: No
7).Standpipes (Article 10 Section 1004)
(Article 10
Requi red: Na
Sect4
ion 1003
8).Ventilating Head And Duct Fire Extinguishing System (Article 10
Section 1006,2) Required: No
9).Fire Alarm Systems Article 10 Section 10a7) Required: Na
10} .Other Corrections That Are Required By 5pecia3. Occupancy � y or
Conditions: additional item w�l1---need to be addressed in Phose 2.
Plans As Submitted Are Acce
b 1e. Yes
Plans Checked By : Die Owelis
A
REX
i DEPARTMENT
PsO. Box 280
26 North Center
Rexburg,
83440
(20-8) 359-3010
1994 Uniform Firs Cede
Plan Review
Building NSLme: P*f
Plan Date.10
Review Date: 07-2p-96
Building Address. 415 West nth South
stories: one and two Type of Construction! V -N assume
Occupancy Classification,* R-1 Existing Floor Area,: Nj(A
New Construction Floor Area,%, l.0 units at 6290 s
at 18 98 sq Ft
Ft . and 4 units
1).Required Fire Flow (Appendix III -A): 2250 q Rm.
Comments: Requires a mirlimum
I Of two fire hydrants
2)eWater Supply (Article 9, Section 9Q3) Required: Yes
"yuz &nz, Location : Corner of 4th West and 5th �Quth
`ire Hydrant Flows: 5Q30
.m. aV �ilab��
F� re Flow Test Location: Corner of nth West
Fire F,10W Supplied By : Fire Department
Other Approved Water Source: NI
A
Water Supply Acceptable: Yes
nd 5th South
Fire Hydrant Location Acceptable,& NQ
Wader Supply Comments -.0 Two fire hydrants wild. be re uirecl laced
so that the maximum distance to anY polnt in the parkinq lot
is no
mare than Z25 feet.
3.)Fire Apparatus Access Roads (Article 9 Section 9a2)
Required : Yes
Acceptable: Width: okay
Length: 0-kay Surface: Year around surface
Plan Review
Page 2
Turning Radius:
Clearancef o,��
C_kay Grady : _Ok_av
VehiC �. e Vertical
Turn Around: One would be reaired on the
southeast side dead-end over 154 feet.
Complete Road Acceptable: No C ts Units on the southeast and
wept side -do not have ro er access.Thies Wil�. need to be addressed
alonq with the tures around,
4 } . Access Roads and dater Supply,0401�Ing 1 Odin; �'i e Hydrants Are
Required To Be Installed And Made Serviceable prior To And During
Time Of Construction
Comments; As c�.ose as
(Article 9 Section 901.3): Yes
ossib3 e
5) ; Instal Iation Of Portable dire Extinguisher {Article 10 Sect -
i on
1002} Required: des Location Acceptable: Not shown
Types Provided Acceptable: Not shownComm�xa�s : the, minimum_
acceptable size is .a :2�-�i I0 -BC
6)-Autamatic Fire Extinguishing Systems: (Article 10 Section 1003
Required': Na Type �f System Being Installed,*
Sprinkler System Mon4toring Requ�.red �Article i0� Sec�ian 1D03,3
Rewired ; N/A
CSasenm R occu anc
7)nStandpipes (Article 10 Section 1004) Required: No
Type Required: XLA
Comments* Based on R-1.occgR4ncy
8)-Venti'lating Hood And Duct Firs Extinguishing System (Article 10
Section 10x5,2) Require.: NA
Type Being Provided: N A,
Automatic Fuel Shutoff Shawn (Article 2.."71 �ection 1006.2.4): KJA
Portable Fire extinguisher Shown (Article 10 sect'
on 1006.2.7): N A
Plan Review
Wage 3
9).wFl"re Alarm Systems
(Article 10 Section007) Required: No
10).0ther Corrections That Are Required By SpeCral OCCupancy or
Conditions : Plan review bayed an R-1 accu anc Plans da not seem
to, match the. notes on the sits as far.. as fire warm
qystem
.
I Hill need to see Yourf ire deiDartment access and. --f ire hydrant
s t em -p �.a�.s before a roiral.
Mans As Submitted Are Acceptablee No
Plans Checked By: Dee_ -Owens Date: 07--20-96
Please furnish comments back tothe �I an reviewer in the following
manner: Written Comments: New Puns: Sile fan of firs
department a�c�ss and the dire h dram plan.
FROM 40 Section 0902
Ar'L-.icle '9
Section 3a2 - FARE DEPARTMENT ACCESS
902. 1 General . F
ire department access roads shall be provi'ded
maintained in accordance with Sections 9Q1 and 902 . and
902.2 Fire Apparatus Access Roads.,
902.2,l Required access. Fire apparatus
provided in accordance with. Sections 90laan��s raad� shall be
facility, buildin carportiond �4Z .2 for every
� v� a wilding hereafter constructed
or moved into or within'
the jurisd'ction when an
facility or any portion of an exterior wall of thPortion
of
the bui�dir�g is Ivcate+� more than 150 feet �A5 720 mm� from fireof
appazatus access as measured by an a
�prav€�d route around the
exterior of the building or facil'AYA See also sectitvr� 902*3 for
I access to buildings.
EXCEPTIONS: 1v when buildings are cOmpl eke l y protected with an
approved automatic fire sprinkler system, the provIsl ons of
Sections 902,2-il and 902.2. � may _be modified IDY th� chief .
2. When access roads cannot be installed due to
prope0 &rty, topography, waterways . nnnna n+.;
similar
conditions,
fire
protection
as
3. When there ars
U Occupanc�es, the
may be modified by
I 'j QL t=
the chief is authorized to
specified in Section i.00l.g.
not more than
requirements
the chi e f .
two Group R,
of sections,
1 racati an on
grades or other
require adcii ti onaI
D1' visi on,3, or Group
902.2.1 and 902,2.2
More than one fire apparatus road h 11 b
determined by the chief that ��cess by a single roadde
it is
d might be
impaired by vehicle congestion, condition of terrain, climatic
conditions or other factors that could limit access,
For high -piled combustible storage., see Sect'vn 81Q2 . 5 . 1 .
For required access during construction, alteration a� demol tion
of a building, see Section 8704 a 2 .
9a2 . 2.2 Specif,cations.
902.2.2.1 Dimensions, Fire apparatus access roads shall have an
unobstructed width of not less than 20 feet (6Q96 mm) and an
unobstructed vertical clearance of not less than 13 feet 6 inches
(4I15 mm).
EXCEPT I ON: vertical clearance mai be reduced, provided such
redaction, does not impair access by fire apparatus and approvedsigns are instailed and maintained indicating the established
vertical clearance when approved by the chief
.
9
N
Vertical
pin�
�on
adequate
clearances or widths shah
of the chief, ve.rti gal c]. ea
to provide dire apparatus
be increased when, in the
rances or widths are not
access.
902t2.2.2 Surface. Fire apparatus recess roads shall be designed
and maintained to support the imposed loads of fire apparatus and
shall be provided with a surface s� as to prv�ride ai 1 --weather
dri ging capab�. i i ti es .
g02,2.2.3 Turning radius. The turning radices of a fire apparatus
access road sha ]. I be as approved by the chief.
9a2 .2 .2 •4 Dead ends. Head -end fire apparatus access roads in
excess of 150 feet (45 720 mm) in length shall �e provided with
approved provisivns for the turning a.rvund of fire apparatus,
'902.22.5 Bridges. When a bridge is required to be used a� part
of a fire apparatus access road, it shall be c+onstructed and
maintained in accordance with natiana].ly recognized standards .
Seg Article 90, Stan�.ard a. l , l . the bridge shall be desig�ne�. for
a live l sufficient �v carry the �,mpgsed I gads of fi �e
apparatus.
Vehicle load limits shall be Posted, at both entrances to bridges
when required by the chief.
9t32.2.2.6 Grade. The gradient
sh�,I I not exceed the maximum
902.2.3
902.2.4
Marking. See
Obstruction
for a fire apparatus access road
approved by the chief .
Section 901.4.
and control of f
ire. apparatus access.
90 2 . 2 . 4. 1 General. The required
road shall not be obstructed in
vehicles. .Minimum required width
under Section 9Q2.2.2.1 shall be
FROM so Section 0903
Article 9
widths of a fire appar�.tu� access
any manner, including parking of
s and clearances established
maintained at all times,
Sect ion 903 - WATER SUPPLIES AND FIRE HYDRANTS
903. 1 General. Water supplies and
accordance with Sectionfire hydrants shall be in
s 901 and 943.
9Q3.2 Required Water Supply for Fire Protection. An approved
water supply capable of s��nr�l v;,,� ��,a ,��.�---.1
--_
%4 41i� L��U-Lrea zire tlow for fi
protection sham. be Provided to all gremises upon which re
f avi lit ies , buildings or portions of buildings ars hereafter
constructed or moved into or within the jurisdiction. When any
protectedportion Qf the faciiity ar building is in excess of 150
feet X45 720 mm} from a water supg�.y on a public street, as
measured by an approved
or building. on-site fi
-� 1_ 4
route around the exterior of thre hydrants and mainq ein 1AW1e
1= J.1=uuirea =ire now shall be
chief. Seg Section 503.4.
foci ii �y
sUPPlyin
�`LQV�u'�u wnen required by the
903*3 Type of dater Supply. Water supply is allowed to cansi
reservoirs,pressure tank,s.? elevated tanks, water mais 0
ns ar other�
fixe'r
d systems capable of Providing the required fire flaw, In
getting the requirements for firsflow, the chief may be guided
bY Append' x III -A,
903.4 Fire Hydrant Systems.
903. 4. 1 General.
903. 4 . �..1 Appl i cabi I i ty. Fire hydrant systems and dire sha��be in accordance with Section 9 3.4. hydrant
s
903.4sls2 Testing and maintenance. Fire hydrant system shall
subject to such periodic tests as required by the chief. Fire
hydrant systems steal I be r�ai�talned in an operative condo ti
all times and shall �, be repaired �rhere d���ctive. Additions, n
repairs, alterations and servicing s�.a� � be in accordance with
approved standards.
903-4.1.3 Tamper*1001 w 7 n ng and abstructian. Sem sections 1001.6 and
943.4.2 Required installations,
fire. hydrants connected to a wa
the required fire flow sha 13, b�
on the site of the premises or
and approved by the chief, See
Fire hydrants shall
apparatus by mads
r�
The IOCation, number and type of
.ter suppI Y capable of' delivering
provided on the public street or
both to be Protected as required
Appendi x III -B.
be accessible to the fire
meeting the requirements of
'903 . 4 . 3 Protection, marking
exposed to vehicular damage,
protected. For marking, see
Sectlon 1001.7.
de . men�
Section 902 . 2 .
and obstruction of hydrants . When
fire hydrants shall be suitably
SectiOn 9Q1.4.3. For obstruction, see
9Q3.4.4 Maintenance and use of hydrants, Seg 5ec��
c�ns 1001.5 and
NILE L. BOYLE
ROSE BAGLEY
CLER'
RICHARD HORSIER
TRE ASU ER & F.INAI)CIAL FFFiC�F
Wilson Architectural
1403 Broadway
Boise',, Idaho 83706
Re., Donegal Apartments 'in Rexburg
Dear Mr. W'I'l son,
STATE OF IDAHO
August 6, 1496
PO. BOX 280
12 NORT�f GCN'FER STR EE 1'
REXBLffiG, iDAM $344
PHONE (20$) 359-3020
FAX {208} 359-3022
Think you for the opportunity to review the plans for the subjeei development on a preliminary
basis before I go away an vacation for several weeks.
Attached is our preliminary Correction Reort�fir the development. if you h��re any question
regarding any items on this repot pleas, contact the fo�lawinu in my a�sence:
Building Inspector Blair Manwaring - Tel. 359-3020, ext. 323
Mobile = 351-8323
City Attorney Stephen Zollinger - Tel. 3 59-3 020, Ext. 3 16
Fire Marshall Dee Owens - Tel. 3 5 9-3 0 10
We are looking forward to working with you on this devetopment,
Very t
Joseph A
City ung
71a.ird,,
ineer & Building
ki
City of Rexburg
Building OffIcal
12 North Center Street / P.O.
Rexburg, Idaho 83440
(2 0 8) 3 5 9- 3 024
Box 280
Plan analysis based on
the 1994 Uniform Building Code
Project Number: donega4
Project Name: DONEGAL APARTMENTS,
Address: 5TH SOUTH htwn 4th & 5th
Occupancy: R1, B
Construction: V -N
Date: August 6, 1996
BLDG. A
West
Contractor:
Architect*
Engineer
Report BY
none
Wilson Architectural
none.
JOE LAIRD
NOTA: The code items listed in this report are not
complete listing of all possible code requirements
It 1s a guide to selected sections of the code.
Report created using Plan analyst software by b w &
Portions of the material contained in this program.
from the Uniform' Building Code ( 1991 edition) with
International Conference of Building Officials.
# SHEET IDENTIFICATIO117
intended to bI—% a
in the 1994 UBC.
a. (719) 599--5622
are reproduced
permission of the
CORRECTIQN REQUIRED
1 A- 3 & 5 --FIRE HYDRANTS Two (2) fire hydrants ~are required. -
One at the entrance to the phage 1 parking
lot and the second one in the southerly
planter on the future Phase 2 construction.
The Fire Dept, also has concerns about
access to the backs of some of the
bul'ldings and about fire truck turn -a -round
area at the south end of the future Phase 2
parking lad. (,See their enclosed letter.)
Call Fire Marshall Dee Owens
Required
Proi ect
Address:
corrections for:
Id: DONEGAL APARTMENTS,
5TH SOUTH btwn 4th & 5th
# SHEET IDENTIFICATIOI3
BLDG. A
West
CORRECTION REQUIRED
2 A - 3&- 5 STORM DRAIN A 1211 storm drain is available at 5th West-
Sth So. It is 4 1 deep approx. It is
presently over capacity but it can loe used
to drain a detention pond(s) An overflow
structure or valving would be necessary to
control flow from the detention pond.
The City is trying to eliminate all French
Drains or Dry Wells as they are polluting
our underground water supply. (See attached
drawing. )
3
M�
0
3 &5
--- SANITARY SEWED -- Will
connection to
in diameter?
your unitary sewer
the public sewer be 6 "or $ IT
The tap of the new pipe
5aouia sae even with the top of the existing
sewermain pipe or you will need to
construct a drop structure to bring your
sewer connection into the manhoT p qn tri
fops match. Are you
manhole or coming into
existing Manhole? (See
Drop Manhole)
constructing a new
the side of an
attached drwg of
---STREET CONSTRUCTION -- YOU will need to construct
curb and gutter and sidewalk and widen the
street paving approximately jor . See
attached drwg. for typical street section.
Also see attached drwg. for typical curb
and gutter and driveway construction. I
would recommend. a 30, wide drwy. The
sidewalk from your development will need to
be extended out to connect to the public
sidewalk along 5th SQ. St,
Required corrections for: Page # 4
Project Id: DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
# SHEET IDENTIFICATION CORRECTION REQUIRED
11 A-8&:9
12 A-20
13 A-10-13
14 A-21
17 GENERAL
--FOUNDATION VENTS --
shown.
-
shoven.
Crawls -pace foundation vents not
Sec. X317.7
-- ATTIC VENTS -- With draft
-- -LANDINGS
hr, wall, the attics
apartments will have
vent for ventilation.
installed lower down
-- Landing
Provide a
Note: The
1004.10
stops above each 1
above the interior
only the ridge line
Will other vents be
on the roof ?
sizes not shown at all doors.
landing on bath sides of door.
step & size requirements. --- pec.
--STAIRS -- The stairway detail does not show the
required minimum stairway width or stair
tread. height -- Sec. 100G.2 & 1003.2 Are
guardrails required, or will the stairs be
completely encased?
- S'T'AIRS - - The maximurn size of an opening in the
railing at the stairway is 4 inches. --
Sec . 1006,9 & Sec. 509.3
-- ACCESSIBILITY -- Provide
the buildings.
street, office,
1103.1,2 .9 .2
access
-- Sec.
Provide
garbage
for the disabled to
1103.2.3
access to the
bins . etc. -- Sec.
-- TRUSSES -- Include engineered truss drawings by
truss manufacturer's engineer. (reg in
state) These drawings can be provided
after construction has started.
the
this
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Required.
Project
Address:
corrections for:
Id : DONEGAL APARTMENTS, BLDG.
5TH SOUTH btwn 4th & 5th West
# SHEET IDENTIFICATION
CORRECTION REQUIRED
18 GENERAL - ROOF FRAMING -- Include a roof framing plan labeled
to match the truss manufacture's drawings.
This plan can be provided by the truss
mfg. Wind = 8 0 mph. Snow =35 psto
Seismic Zone 3. THESE DESIGN VALUES
SHOULD BE SHOW ON PLANS TO INDICATED THAT
THE REST OF THE BUILDING (S) WERE ALSO
DESIGNED TO THESE SAME VALUES.
EMS
21 A-8
2 3 GENERAL
-- FaUNDATIONS-- Do you have a sails report for the
project area? What are the maximum
allowable soil bearing values for the
f 00ti ngs Reinfarcing steel size
spacing is not shown for the footings
the interior walls.
--PONY WALLS -- Fony orcripple walls shall meet
requirements of Sec. 2326.11,5 and
Table 23 -I -R-3, which indicate that
should be 2 x 5' s on 16', centers.
under
the
these
--TYPICAL FOUNDATION WALL The typical foundation wall
and typical concrete pier drawings do not
reflect the minimum frr�st depth of 3 b"
(bottom of footing to ground surface) that
Rexburg has adopted. it is noted
that Plan Shts A-18 & 19 shnw the �rtir�-art
deeper depths.
- - BUILDING SETDACXS -- - The back yard set back in this
zone is 20 ft. to the eve Ii.ne for
Buildings C, D & E. The
frost yard sit back is 25 ft to the eveline
for Building E.
-- PERIMETER FENCE -- At the public hearing, Mr.
told the neighbors he would install a
"neighbor-friendlyi, fence between this
I-11=1 I I
Luce
V %�:-7 uP«<tZ,'11L dnu Sala nelgnbors , that would
meet them satisfaction. He also said he
would fend the canal side of the
development.
Page # 6
Required corrections for:
Project Id: DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn' 4th, & 5th West
# SHEET IDENTIFICATION CORRECTION REQUIRED
24 A-4 --PARKING LOTS -- DEAD END PARKING LOTS NEED A CENTER
EXTENSION AREA SO CARS CAN TURN AROUND TO
EXIT FROM THE PARKING L,OT, INSTEAD GF
HAVING TO BACK ALL THE WAY OUT QF THE
PARKING LST
mak.
Page # 6
Required corrections for:
Project Id: DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn' 4th, & 5th West
# SHEET IDENTIFICATION CORRECTION REQUIRED
24 A-4 --PARKING LOTS -- DEAD END PARKING LOTS NEED A CENTER
EXTENSION AREA SO CARS CAN TURN AROUND TO
EXIT FROM THE PARKING L,OT, INSTEAD GF
HAVING TO BACK ALL THE WAY OUT QF THE
PARKING LST
Px'Oj eCt
Prod ect
Address:
City of Rexburg
Building Of f ical
12 Forth Center
Rexburg,
(208)
Street / P. 0.
Idaho 8344-
359-3024
Plan analysis based on
the 1994 Uniform Building Code
Number: donegall
Name: DONEGAL APARTMENTS,
5TH SOUTH btwn 4th & 5th
Occupancy: Rl,B
Construct
ion: V-j\j
Date: July 19, 1996
BLDG. A
West
Contractor
Architect
Engineer:
Report By
ziQile
Wilson Arci ectural
none
SSE LAIRD
NOTE: The code items listed in this report are not
complete listing of all possible Inde requirements
It is a guide to selected sections of the code.
Report created using Plan Analyst software by b w &
Portions of the material contained in this program
from the Uniform Building Code with the permission
International Conferencerof Buildng officials.
DIRECTION BOUNDARY
NORTH
EAST
SOUTH
WEST
Allowable
-- Seg.
Public way
Property line
Building
Building
area increased,
5 0 5. 1
SEPARATION
AREA INCREASE
132. 7
43.0
45.,0
93.0
100.0
Feet
Feet
Feed
Feet
for
open
F
ntended to be a
ice. the 1994 UDCA
a. (7I9) 599-5522
are reproduced
of the
FIRE PROTECTION
83.2
43.0
23.0
47.0
area
5
on
Feet
Feet
Feed
Feet
4 sides ,
.Code review
rroj eco lcl .: DONEGAL APARTMENT'S, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS
- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -
2
Apartment
Unit
# lA
R1
2
Apartment
Unit
# 2A
Rl
2
Apartment
Unit
#3A
Rl
2
AparLment
Un i t
4 4A
R1
2
Apartment
Unit
# 5 A
R-1
2
Apartment
Unit
## 6A
R1
TOTAL FOR FLOOR
WARNING -- Thies flnn}-
1
Manager's
1
Apartment
1
Apartment
1
Apartment
I
Apartment
1
Apartment
1
Apartment
Of f ice
Unit
Unit
Unit
Unit
Unit
Unit
TOTAL FOR FLOOR
BUILDING TOTAL
The allowed area for
NOTE : Accessory area
is over
B
R1
# 2 Rl
# 3 Rl
# 4 Rl
# 5 R1
# 6 Ri
the
the major use
cannot exceed
-- oec. exc. 1
ok
514
3000
0.17
OVER
ok
514
3000
0.17
OVER
ok
514
3000
0.
17
OVER
a1{
514
3000
0.17
OVER
ok
514
3000
0.17
OVER
ok
514
3000
0.17
OVER
3084
3000
1.03
OVER
allowed
area.
ok
420
12000
0.04
ok
ok
547
12000
0.05
ok
ok
54 7
12000
0.05
ok
ok
547
12000
0.05
ok
ok
547
12000
0.05
ok
ok
5217
12000
0.05
ok
ok
547
12000
0.05
ok
3702
12000
0.31
ok
6786
10155
0.67
ok
was used far minor accessory areas.
the allowed area in Table 5-B.
The m.aximurn. allowed R1 area onthe 2nc� door is 3000 sq , ft . unless the
building is of � hour fire-resistance construction.�- Sec. 314.2.2
The actual height of this buildang is Z2, feed..
The maximum height of the building is 4a. feet.
-- Table 5-B
Code review for:
Project gid. : DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NORTH
For Baring
Occupancy Wall
Rl D hazer
B D hour
EAST
For Bearing
occupancy Wall
R1 0 hour
$ 0 hour
SOUTH
For Bearing
Occupancy Wall
R1 0 hour
E� a hour
WEST
For Bearing
Occupancy Wall
R1 Q hazer
B 0 hazer
Non -Bearing Opening Construction
Wall Protection Material
D hour None Any
4 hour Nene Any
Non -Bearing Opening Construction
Wall Protection Material
0 hour None Any
0 hour Nome Any
Nora - Bearing Opening Construction
Wall Protection. Material
0 hour None Any
0 Baur None Any
Non -Bearing Opening Construction Protection Material
� hour None Any.
0 hour None Any
Parapet
Required
No
Parapet
Required
No
Parapet
Required
No
. mk
Parapet
Required
No
Cade review fog ;
Page # 4
Project Id. DONEGAL PPARTMENTS , BLDG 4 A
Address: STH SOUT14 btwn 4th & 5th. West
None N
3 /4 hour o fire protection requirements for openingspenings are to be protected with 3/4 hr fire assemblies.
50-'(; of the area of the wall maximum. -- 'I'ablA 5-A,
Footnote 5 & Sec. .503.2 .2
Maximum single window sire is 84 sq. ft. with no dimension
greater than 12 feet. -- Sem. 713.5
Not Allowed - - Openings are not permitted in this wall,
OTHER BUILDING ELEMENTS Table 5_A
ELEMENT MATERIAL RATING NATES
Interior fearing wall Any0 h�
Interior non.brg wall Any 0 hr
Structural Frame Any 0 hr
Exterior Struct Frame Any 0 hr See f ootnote #1Shift Enclosure Any l hr
F100r/Ceiling AssemblyAny p ��-
Roof /Ceiling Assembly Any a hr
Stairs Any None
NOTE: See Secti
FOOTNOTES: on 711 dor shaft enclosure exceptions.
1) Elements in an exterior wall located where openings are not permitted
or where protection of openings is required, shall be protected
against external fire exposure as required for exterior beaming Ovalis
or the structural frame, whichever is greater. -- Table 6 -Ar footnote
DRAFT STOPS:
If there is combustible construction in the floor/ceiling assembly,
draft staps shall be installed in line with walls separating zndividual
dwelling units and guest moms from each other and from other areas.
-- Sec, 708.3.1.1-.2
If there is combustible construction in the roof f ceiling assembly, draft
sops shall be installed in line with walls separating individual
gusetdwelling units anet rooms from each other and from, other areas.
-- Sec. 748.3.1.2.1
UCCUPANCY SEPARATIONS --- Table 3-B
R1 -B 1hr Shops and off 'ices less than 100
not be separated. -- pec. 302.1 exc. 2.3
Of floor area need
1
Code review for
I
rro�ect ta.: DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
HEATING EQT3IPMENT SEPARATION:
FOR Rl OCCUpAN,Cyo
A 1 hr.
boiler
-- Sec.
occupancy
or central
302.5 enc .
FOR B occuPA.vcY
A 1 hr.
boiler
-- SSC.
occupancy
or central
302.5
separation is
heat J ung
2
separation is
heating unit
ADDITIONAL SEPARATIONS:
.1 1
required around rooms
serving more than one
5
t i i
-
ng a
units
required around rooms containing a
c.L Liian 4 u U , U o p BTU input,.,
.-L errigerat zon machinery roam shall be sena ra t- prl -17 1�1
of tie budding as required for an H7
horizontal occupancy separation may be
area of the machinery room. Structural
protected for the type of construction
A 4 hour Seng ra fi ; �,r-, � c ,.-o..,,.,, �-- -
FOR R1
A 1 hr.
laundry
A 1 hr.
-- Sec.
_1_%_11LLL L, t Le-imainaer
occupancy regardless of area. A
limited to the actual flour
supporting elements shall be
only.. -- ,Sec. 2802
-- Lr'Onl an RZ OCCLIpar1.Cy,,
OCCUPANCY:
occupancy separation is required around cowman storage
rooms. -- Sec. 310.2.2
fire separation is requir
3 1 a 2 ed between dwelling units.
.,
EXIT REQUIREMENTS
FL NAME NUMB MIN MIN PANIC RATED DOOR NATES
- - - - - - - - - - - - - - - -- - - - - - - _ _ _SCC_ EDITS -WIDTH` _HDWR CORRIDOR SWING
2 Apartment Unit #1.AAC3 1 0.l ~----------------------__---_
2 Apartment Unit # 2AAC3 � No No N/R0
2 Apartment Unit #3A AC3 l Q.1 No N/R
2 Apartment Unit # 4A AC3 1 0 . 1 No No N/R
2 Apartment Unit # 5p, AC30.1 No �� N/R
2 Apartment Unit # 6AAC3 1 D.1 No No N/R
TOTAL � D.1 Na No NSR
18 � 0.5
1 Manager's Office AC4 1 0.1 No Ye s N SR��
Z Apartment Unit A�3 1 0.1 No N/R 9
I Apartment Unit # 2AC3 1 0.1 No No N/R
No No N/R
1 Apartment Unit # 3 AC3 1 0.1 No No N
1 Apartment Un-ItR
# 4AC3 1 p.1 N� �o N��
1 Apartment Unit # 5 AC3 1 0.l No No N/R
1 Apartment Unit # 6 AC3 1 0.l No No N/R
TaTAL 22 2 0.5 Na des N/R
Code review for
rroject 1a. : DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
NOTE: Areas with 'AC' before the number of
uxtaLea as an accessory for ocGuDant loads. area i� being
-_ SeC. 1002 . 1 . 1 exception
Rated corridors are to have 1 hr. fire protection on both sides of walls
and ceiling. -- Seg, 1005.7Doc�r openings are require � to be protected
with 2� minute assemblies. -- Sec, �o05.g.1 Window openings are required
to be protected with labeled 3/4 hour assemblies,_ q
Elevators opening into a rated corridor shall be provided with an2
elevator lobby at each floor containing a rated corridor. -- Sec. 1005.10
Walls and openings between the corridor and the elevator lobby are
required to be per sections 1005.7 and Jo05.8 above,,
In areas where 2 exits are required
the maximum diagonal of the area or,
When 2
to go
except
exits are
in either
for dead.
the minimum separation is 1/2 of
floor. --- Sec. 1003.3
required, exits must be arrano that
direction from any point in a corridor to
ends not exceeding 2 0 feet in length. --
Exit signs are required from all areas where 2
pec, 1013.1
it is possible
a separate exlt,
Sec. 1005.5
or e
mit are a- ,.
main exterior emit -doors whish obviously and clearly
as exits need not be signed when aproved.
Door swing is based. on Seco 1004si.-except as noted.
Occupant load factor is based on Table l0 -A,
Number of exits i .q n r, -,k,
except are identifiable
�e 11, -.� except as rioted,
Exit width is in feet and bayed on Sic. 1003.2.
Exit width is to be divided approximately equally among ex�.ts.
Width shown for all areasis based on other exits . (0-2)
Width shown for lst floor is base. on other exits , (0.2)
Width shown for other floors & basements is based an stairways.
For the minimum width of doors, see Seg. 1004,6
For the minimum width of corridors, see Sec. 1005.2
For the minimum width of stairways, gee Sic, 1006.2
(0.3)
FOOTNOTES:
9) If this entire story has an automatic sprinkler system and an
automatic smoke --detection system is installed within the corridor,
and actuation of any detector shall activate alarms is all areas
served IDy the corridor, the corridor need not be rated if the
occupant load is less than lip, -- Sec. 1005.7 exc. s
Code review f or
F.
rroject 1 d.. : DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
FLUSH AND SURFACE BOLTS:
Fagg # 7
Manually operated edge or surface-mounted flush bolts
bolts are prohibited. When automatic flush bolts are
leaf having the automatic flush dolt shall not have
surfaces -mounted hardware. The unlatching of any leaf
rewire more than one operation. -- Sec. 1004.3
LOCKS AND LATCHES:
All means
from which
knowledge
of egress
egress is
or effort .
doors shall be readily
to be made without the
-- Sec. 1004.3
n
and
used,
doter
shall
surf ace
the door
knob or
not
operable from the side
use of a fey or special
STAIR NOTES:
Private stairways and stairs serving an occupant load less than 10:
1} A private stairway mint be at least 35 inches wide. -- Sec. 1D05. 2
27 The maximum rise of a step is S inches and the minimum run is 9
inches. -- Sec. 1005.3 exc. 1
3} Provide a handrail on one side of stairway 34 to 38 inches above the
nosing if there is more than 3 risers. --- Sec. 1005.9 Exceptions
For common stairways:
1} The rise of Steps shall not be less than 4 inches or greater than 7
inches. The minimum run is ll inches. The maximum variation is 3/8
inch in a flight cif stairs , -- Sec. 1006.3
z) The minimum width of a stairway is 36 inches, 44 inches if the
occupant load is greater than 49. -- Sec. 1005.2
Also see exit table above to see if minimum width is greater than
4,% arches,
3) Provide a handrail on doth sides of stairway 34 to 38 inches above
nasing. May be on one gide of stairways less than 44 inches wide.
-- Sec. 1006.9 & exception I
4:} Provide a guard rail where drip off is greater than 30 inches,.
-- Sec. 549.1
5 ) The minimum height is 42 inches. -- sec. 5 p 9. 2
6) Open guardrails shall have intermediate rails or ornamental patten
such that a sphere 4 inches in diameter cannot pass through.
-- Sec. 509.3 The triangular opening formed at the riser, tread and
qua -Lura
-i -L may
ne b
inches. --
59.3 exc. 2
`% ] 'T-"1 D
?Y1 Z
1I1 " mum =duluum J-6 b zL . - 6 inches. Such clearance shall be
measured vertically from a plane paralleland tangent to the stairway
tread nosing to the soffit above at all points. ---- ,pec. 1006.15
Si Enclosed usable space under the stairs is required 'to he protectea
as required for 1 hr. fire -resistive construction. -- Sec. 1405.12
# 8
Code review f or: Page
Project Id. DONEGAL APARTMENTS/ BLDG. A
Address: 5TH SOUTH btwn 4th 5th West
LANDINGS AT DOORS:
1) A floor or landing shall be provided on each side of doors. When
access for persons with disabilities is required, the floor or landing
shall not be more than 1/2 inch lower than the threshold. When access
is not required, the maximum is I inch. -- Sec. 1004.9
2) Landings shall have a width not less than the width of the stair -way
or width of the doorway, whichi
ever s the greater. The minimum
length in the direction of exi"t travel is 44 inches. -- Sec. 1004.10
TRAVEL DISTANCE:
The maximum travel distance in this building is 150 feet.. Sec. 1003.4
BUILDING ACCESSIBILITY:
1) This building including each tenant
one entrance which complies with the
2)
shall be Provided with at least
accessi
ible route vrovisions of
ABO/ANSI A117.1. At least 50 percent
accessible, -- Sec. 1103.2.3
of all entrances shall be
Wnen more
that one
exit is
required from
any accessible
space, each
accessible
portion
of the
space shall
be
served by not
less than two
accessible means of egress. -- Sec, 1104.1.1
3 ) When an -exit stairway is part of an accessible means of egress., the
stairway shall have a clear width of not less than 48 inches between
the handrails. The stairway shall either incorporate an area of refuge
within an enlarged story -level landing or shall be accessed from
an area of refuge* -- Sec. 1104-1.2
The area of refuge shall have direct access tQ the stairway that serves
its -- Sec. 1104.2.1
4) Each area of refuge shall be sized to accommodate one wheelchair space
not less thaw. 30 inches by 48 inches for each 200 occupants, or
Portion thereof, -- Sec. 1104.2.3
5 ) If the area of refuge is not within the stairway, it shall be separated
from the rest of the story by a smoke harrier having at least a 'o"ne-
hour fire. -resistance rating. Smoke barriers shall extend to the roof or
floor deck above. Doors shall be smoke and draft control assemblies
with a rating not less than 20 minutes, -- Sec. 1104.2.4
6), Two-way communications are required. -- Sec. 1104.2.S
7) Each area must be identified hy a sign stating ng AREA OF REFUGE and the
international symbol of accessibility.
J
8) NOTE: Exit stairways in buildings protected throughout by an approved
automatic sprinkler system are NOT required to incorporate an area of
refuge. -- Sec. 1104.1.2 exception #2
4
Code review for:
Project Id.: DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
ROOFING REQUIREMENTS:
1 g The roofing
Cedar or redwood
accordance with
-- Exception 2
2} See section
on this
shakes
Section
building
shingles
1504.5,
is required to
and #1 shingles
Special-purpose
be Class C.
constructed
Roofs may be
Table 15-A
used.
1504 and ICBQ research reports for requirements,
AUTOMATIC SPRINKLER SYSTEMS:
If openings are not
is floor area more
sprinkler system is
a minimum dimension
1: opening in every 50
provided in each 50 feet. of exterior wall or there
than 75 feet from an exterior opening, an automatic
required. -- Sec. 904.2.2 Nate: openings shall have
of 30 inches. There must be at leapt 20 sq.ft. of
lineal feet of wall.
It the building cantains 15 or more dwelling units, an automatic
sprinkler system is required.. -- Sec. 90q.2.8
residential or quick -response standard sprinklers shall be used in dwelling
units and guest roam portions of the building,
If there are 100 or more sprinklers, all valves controlling the
water supply and water -flow switches sha11 be electrically monitored.
Valve monitoring and water -flow alarm and trouble signals shall be
distinctly different and shall be automatically transmitted to an
approved central station, remote station or proprietary monitoring
station. -- Sec. 904.3.1
STANDPIPE REQUIREMEN'T'S
'here is no requirement for a standpipe, --- Table 9-A
FOOTNOTES:
FIRE ALARM SYSTEM:
A manual fire warm systems need not be provided when a1.1 units and
contiguous attic and crawl spaces are separated from each other and
public or common arias by at leapt ons -hour fire-res11
istive occupancy
separations and each unit has an exit directly to the exterior.
--- Sec. 310.10 exp. 1
The alarm system is to be
as set forth
in the Fire
Code.
Code review f or:
-t-,LojecL ia, iJUNEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
LIGHT AND VENTILATION
1) All habitable rooms
or more of the floor
Exception: Kitchens
2) All habitable rooms
Page # 10
require exterior er' glazed openings equal to 1/1D
area. {min 10 sq.ft.} Sec. 12U3.2
may be provided with artificial light.
require an operable exterior openings equal
.il�u or .1 more ot the floor area. (min 5 sq, ft.) -- S C. 1243.3
1
The minimilm
to
-Lk-JuLLLZD canu -Launury rooms js 1 1/2 sq,*fto
In lieu of required exterior openings for ventilation, a mechanical
ventilation system may be provided. Such system shall be capable of
providing two air changes per hour.
3) In bathrooms containing a bathtub or showter arri rTT r„,�, �, .� �. system shall he
be capable of providing f ivy
discharge shall be at least
air entry into the building.
'D
connected directly to the outside and
air changes per hour. The point of
F.
3 feed from any o en-ings which allows
cx-jins wii-Lcii only contain a water closet
vented using a mechanical recirculating
odors from the air, -- Sec. 12 03.3
and ort-
% -.1- 0 Y mar be
fan designed to remove
WALL, AND CEILING FINISH:
1) Wall and ceiling finish materials are required
Sec. 804.1 and Table 8-B.
2) Carpeting on the ceil'ceiling is required to have a
spread rating, -- Sec. 804.2
3 ) Textile wall coverirlgs shall have Class I flame
and shall be protected by automat'
acceptance criteria of U.B.C. sprinklers
Standard No. 8-2
INSULATION NOTES:
1) All insulation material including
flame -spread rating of 25 or less
unless it is in a concealed space
to comply with
Class I flame
spread
or meet
--_
Sec .
i
facings are required
and a maximum smoke
and the facing is in
k-1 -- beC. lul-3 exc,2
2) Foam plastic insulations are required to be protected..
.1
rating.
the
8-05
to have
density
contact
� - Sec.
a
of 450
with
2602
11
Code rev'for:Page #
review
Project Id.: DONEGAL APARTMENTS, BLDG. A
Address STH SOUTH btwn 4th & 5th West
GLAZING REQUIREMENTS
All glazing in hazardous locations is required to be of safety
glazing material,. -- Sec. 2406.3 & 2406.4
Locations:
1) Glazing in ingress and egress doors except jalousies.
2) GlazJLng in fixed and sliding panels of sliding door assemblies
and panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.
4 ) Glazing in. all unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the ]Dottom exposed
is edge of the. glazing less thaninches 60 above a standing surface
and drain 'Inlet.
6) Glazing in fixed or operable panels adjacent to a door where the
nearest exposed. edge of the glazingLP is within a 24 --inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazi i
walking surf ace . ng s less than 60 inches above the
7) Glazingi�.dividual fixed or operable pane -L other than those
in an
locations described in 'Items 5 and 6 above, than f meets all o
I -
tie
following conditions:
A. Exposed area of an individuai pane greater than 9 square feet.
B. Exposed. bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 36 'inches above the floor.
D. One or more walking surfaces within 36 inches hQrizontally of
the plane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
Included are structural baluster panels and nonstructural in -fill
panels.
9) glazing in walls and fences used as the barrier for indoor and
outdoor swimming pools and spas when the hattam edges is less than
60 inches above the pool side and the glazing is within 5 feet
of the pool or spa deck area.
10) Glazing in walls enclosing stairway landings or within 5 feet of
then bottom and top of stairways where the bottom edge is less
than 60 inches above the, walking surface.
Code review for: Page # 12
Project Id .: DONEGAL APARTMENTS, BLDG. A
Address : STH SOUTH bt,wn 4th & 5th West
ADDITIOIITAL REQUIREMENTS:
For R1 occupancy
1} Provide a window or hoar to the exterior from every room used for
.L" I A P 7S i it CY — — .CZ s= f'1 -1 'i (1 11 ''3"''%–, i r. rl 7 — — -- � -
2)
3)
a]
5)
05E
-----�-�_y� IV�..� . �.� �_ • 1116 W �i1Lil.1W �«U� U �,L�,,,1ue a dear open area
of 5. 7 sq. f t . , a char height of 24 inches (minimum) , and a dear width
of 20 inches (minimum) - - Sec. 310.4
All habitable rooms require exterior glazed openings equal to 1f10
or more of the floor area. Amin 10 sq.ft.) -- Sic, 12p3,2
All habitable roams require an operable exterior openings equal
1/20 or more of the floor area . (min 5 sq. ft . ) -- Sec. 1203.3
Apartments - Provide a smoke detectorin all sleeping rooms and
having access to sleeping rooms. -- Sec. 310.9.1.4
Hotel/Motel -- Provide a smoky detector in the main room or each
sleeping room. -- Sec. 316.}.1.5
- -- -- .. ..
m
areas
���.0 E[E�ii,llLlUE[E (��11.1I1r•� 1n a Habitable space 1S 7 feet E inches except
kitchens, hails, and baths may have a ceding height of 7 feet.
-- 5ec. 310.6.1
For B occupancy
Code review for:
Project Id.: DONEGAL APARTMENTS, BLDG.
Address : 5TH SOUTH btwn 4th & 5th West
ACCESSIBLE FACILITIES:
TT/lTn. _
Page # 13
z4c�pt as Hated, section numbers listed below are from
CABO/ANS I A117.1 - 1992
ANI) WATER rnnr.000_
�=dS L -,Du Percent of drinking fountains, but not less than ane,
provi-ded on every floor shall }�e accessible. -- UBC Sec. 1
Accessible units must comply with the following: 1Q5,4.1
1) spout is to be within :36 inches �f the floor. -
2) Spout arrange. for parallel a- ���- �.15,2.�
maxim�m frim the front edr�e , �pou���Q���a��b� located 3 inches
knee and tae clearances shall be located Z5 inches minimevered s with
the vertical. supp�r� and S inches maximum from the frontuedfromSec4.15.x.2ge.
3 i Spouts shall provide a flow of wader 4 inches height- - Sec. 4.15_2.3minimum.
4} Operable parts shall be located at or near the front ed
unit and shall compl�r with 4.25.4 - '�� of the
5} A cantilevered, unit is required to extend 4. 15.3
5)
es
the vertical support. Clear ]nee space must provide �1C1�"um from
Of 8 inches in depth at 27 inches high and 11 inches at�gainches
area
minimum above the floor. -- Sec . 4.1-5.4.1
6} Forward approach units shall comply with 4,2, Units in alc
shall comply with 4.z.4.4. Units not having the necessaryknee��
Code review for:
Project Id.: DONEGAL APARTMENTS,
Address: 5TH SOUTH btwn 4th & 5th
BLDG. A
West
Page # 14
and toe clearance or clear space under them shall comp1ywith
4.x.4 and have a clear floor spaces that allows a person in a
wheelchair to make a parallel approach. -- Sec. 4.,15.4.2
TOILET FACILITIE,S:
l) A 60 inch diameter unobstructed turning spare is required in
the toilet room. - Sec. 4.16.3, 4.2.3 & Fig. 84. .x_3
2) Water closet shall be mounted adjacent to a side wall or
partition . The distance from the side wall
Partition to the
centerline of the water closet shall be 18 in, Sec. x.17.1
37 When the accessible water closest is not in a stall:
The clear floor space shall be 48 in minimum in front
of the water closet and 42 in from the center 1�ne of the
wader closet on the side not adjacent to the wall .
__ Sec. 4.17.2 � Fig. $4.17.2
4} When theaccessible water closet is in a stall:
The stab shal�. be 60 in wide minimum and 56 in deep minimums.
for wall hung water closets and 59 ire deep minimum for floor
mounded water Closets., -- SSC. 4.18.3.1
If the door swigs into the stall, the required depth shall
be increased by 36 inches minimum. -- Sec. 4.18.3.2
Fig. B4. 18. 3. 1 �
5 ) The bars are to be 33 to 35 inches above the flaflr and shall
be provided on the rear wall and on the side wail closest to
Code rev'
eW f or: Page # 15
Project Id.: DONEGAL APARTMENTS, BLDG.
Address: 5TH SOUTH btwn 4th & 5th West A
a
7 }
1
the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3,
and B4. 18.3. 1
a) Side arab_
B4.17.4
-�----- �-=�.u---r�a Eo start within 12 inches
backwall- and extend to 54 inches from the back wall.
minimum length of the bar iS 4 2 i re} - - Sec . 4 _ 17 a ,
a
.0 1 /
19 D cifla
-B4 -
18 3
b) The 1r' e A Y'
h ;:�
r c 1-, 7 1
-
- ---- ��-�s�-�l �� �� 1n iong minimum, centered
water closet. CA
space prmits.zthe bay shah CT lr�
Yl i
n ii TY7 _
-�--;�J -L.L-J-JLJUJJJ, wj-zn the additional length
transfer side. -- Sec. 4.17-4.2 & Figs*
anc�7 R4 -a P-� i
The fop of the seat on the wader closet =
t0 19 inches above the floor. -
cp 44,-"
Accessible urinals shall be of the �stal1J
the rim at 17 inches maximum 4- 1,, � r,
Of the
(The
on the
3 6 in
Provicled on the
B4.17.3, B4.17.4
s required to be 17
7.3 & Fig. B4.17.3
type ar wall hung with
SA clear area of 30 X 48 inches minimum is0rec�uired�in f ront
C& -
g 2
of the urinal. Privacy shields shall not extend beyond t
f ront edge of the urinal rim, unless they are 30 inches a��-�-�-�
minimum,, - - Sec . 4. 19 , 3
9) Accessible lavatories shall be mounted with the rim 3
maximum above the floor and a clearance of 29 inches
from the f iOor to the bottom of the front edge of the
__ Sec. 4.20, 2. 1 & Firs. 84.20,3.1
10) It shall LLLteild 17 i Yl f"i-,dC+ m,,....__�_ r'
4inches
min'
-IMUM
apron.
-.A1L.liLy� ELt�.111iriurn zrom the wall. The dear kn
space shall be 8 inches ire depth minimum at 27 inches minimumee
above the f loor and 11 inches in depth minimum at 9 in minimum
above the tloor. Tie dip of the overflow shall be ignored when
checking the clearances. -- Sec. 4.2Q.3.1 & Fig. B4.�4.3.1
11) A clear floor space of 30 X 48 inches minimum shall beprovided
in front of the lavatory and shashall extend l9 inches maxmu
under the lavatory, -- Sec. 4.2p.3.2 Fig. B4.20.3.2
12) Water supply and drain pipes under lavatories shall be
insulated or otherwise treated to protect against contact.
--- Sec. 4.2.4
13} The bottom of mirror is required to be within 38
the floor. -, pec. 4,16.5 & Fig. 84.20.3.1
inches of
City of Rexburg
12 NorthCente�r1SgreetiCal
Rexburg, Idaho /83440
(2 0 8) 3 5 9- 3 024
Plan analysis bayed on
the 1994 Uniform Building Code
Project Number: donegall
Project Name: DONEGAL APARTMENTS
Address: 5TH SOUTH btwn 4th & 5th
Occupancy - R
Construction; V -N
Date.
R r .nr--1 �
July 19, 1996
4-1
West
Contractor:
Architect:
iF
Report BY:
none
Wilson Architectural
none
JOE
NOTE: The code items listed in this report are not
complete listing of all possibly coderequirements
It is a guide to selected section of tie code .
LAIRD
intended to b� a
in the 1994 UBC.
Report created using Plan Analyst software by b w & a.
Portions of the material contained. in tX719} 599-5622s program are re rodueed
from the Uniform Buildin�'g Codes t 1991 edition} withpermis�iInternationalConference of Building Officials, sn of the
� 1 —• Do all sheets have scam
architect or engineer? p and sig�zature of an
complete site
an f
�
provided?
Is the roofing class Cr �
shingles, or better.? # woo or cedar
Is the roofing approved for winds in this
area?
Are drains and overflow drains or scuppers
' provided?
Are all glazed areas in hazardous locations
(2406) glared with safety material?
Is attic ventilation provided?
Is an attic access provided?
Is an automatic sprinkler system provided in
required areas ?
Da all habitable rooms have 1/10 of the
f loor area in natural. light?
Required correct ions for. Page � 2
Project Id: DONEGAL, APARTMENTS, BLDG . A
Address: STH SOUTH btwn 4th & ��n West# SHEET IDENTIFICATION
CORRECTION REQUIRED
Do all habitable ~rooms have 1/20 of �the
floor area in operable exterior openings?
Da all rooms used for sleeping have an
egressopening?
Are smoke detectors provided at all required.
locations?
Are all
Are ail
floorS within the allowed area?
occupancies at
or below allowed?
- Do occupancy separations have correct fire
construction?
Are all openings in the occupancy separation
Fated as required?
Do all exterior walks have the correct
f ire--rating?
Is a parapet wall provided an all walls
regruiririg ons?
Are all open'
ngs in the exterior walls
requiring protection protected.?
Are all walls where openings are prohibited
without openings?
Are draf tstc)p (s) prov4.1 ded in the floor?
Are draftstop(s) provided in the attic?
Is the correct number of exits provided from
all areas?
Required
Proi ect
Address: Id DONEGAL APARTMENTS BLDG
5TT1 ST t 4th
SHEET IDENTIFICATION
CORRECTION
In areas where 2 Or TMJ'does F
ion of exits comply
Are all areas within the maximum allowed
travel distance?
Are
landings provided at all dears?
Are ail double doors without manually
operated edge or surface bolts?
Do doors from areas with an occupant
50 or more and H ares swing out?
load of
Do the exits from all areas provide t..e
minimum required width?
Are all doors to 1 hr_ corridors 20 minute
assemblies?
— Are openings other than doors protected with
3/4 hour fixed glazing?
In corridors where
there dead ends 2 0
Is corridor without
other than a foyer,
2 exits arerequiredf are
feet or less?
an intervening room
dobby or reception room?
Are the walls of the corridor 1 hr.
assemblies?
Is there l hr, protection
the corridor ceiling?
f rom both. sides at
Are elevators separated from corridors by a
Tabby ?
Required corrections for: Page # 4
Project Id: DONEGAL APARTMENTS, BLDG. A
Address: STH SOUTH btwn 4th & 5th West
_# SHEET IDENTIFICATION CORRECTION REQUIRED
Do stairs have the minimum required width?
Does the rise (7max) and the run (11min) of
stairs comply
Does the stairway have the minimum 6 foot 8
inch headroom?
Is there a handrail along the stairway?
Is there a 42 inch high guardrail where step
is 30 inches of more?
If there is enclosed usable spare under
stairs, are walls and ceiling protected with
1 hr. construction?
On the open side of stairways, are openings
in guardrails 4 inches or less?
Is access for the disabled provided to the
building?
Are areas of refuge provided on floors that
are not at grade.?
Is the spout of a drinking fountain within
3 5 inches of the f loor?
Is at leash one toilet for each sex
provided?
Are
accessible toilets provided?
If the accessible water closet .�s not in a
compartment, is the required clear area
provided.?
Required corrections for: Page# 5
Project Id: DONEGAL APARTMENTS, BLDG. A
Address: 5TH SOUTH btwn 4th & 5th West
# SHEET IDENTIFICATION GC3RRECTIUIV REQUIRED
If the accessible water closet s in a
compartment, �s the required clear area
provided?
If a urinal is provided., is the clear area
provided?
� Is the required 29 inch clear height
provided under one lavatory',-,')
Is the bottom
of the floor? of one mirror within 38 inch��
Are the grab bars shown with the right
length and height? g
Are manufacturer's drawings included for any
trusses on building-.)
� Is the roof framing pian and Muss detaiS
labeled to match?
Are fraiming plans included for each floor.?
Is a complete foundation design i�.cluded?
If required is there a copy of the soils
report included with the plans?
Are all design loads shown on the plans?
Do all beams have support to the foundation?
Do all bearing wally have support to the
foundation?
Are all beams adequate to support the
loading an .tet?
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parnoZTP Ulnullxl2w 07-4 UTu-4-FM
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NILE L. BOYLE
e,nvoa
ROSE BAGLEY
CLEFIV,
RICHARD HORNER
Fkf.ArlCI.l. CITF.Cr-R
Wilson Architectural
1403 Broadway
Boise,, Idaho 83706
Re.- Donegal Apartmentsin Rexburg
Deas Mr. Wilson,,
STATE OF I �1
August 6, 1996
P, BOX 280
12 ?]ORTH CENTER STREET
fiEXBURG, IDAHO 83440
PHONE (208) 359-3020
FAX {2a$} 359-3422
Thank you for the opportunity to review thelans�far the subject development on a
basis before I go away on vacation for several weeks.
preliminary
Attached is our preliminary Correction Report for the development. If you have any question
regarding any items on this report please contact the following in my absence,
Building Inspector Blair Manwaring - Tel. 359-3020,, Ext. 323
Mobile = 351-8323
City Attorney Stephen Zollinger - Tel. 359-3020, Ext. 316
Fire Marshall Dee Owens - Te(. 359-3010
We are looking forward to working with you an this development.
Very t
Joseph T"Laird',,
City Engineer & Building Official
41
I.
I
f
�r
DEVELOPMENT AGREEMENT
AGREEMENT, made this _ day of
f
1995 by and between
the CITY OF REXBU�.G, a mun�cpal corporation, hereinafter calked "CITyt',
12 North tenter_ P_C7_ RnY 9Rn Dov1,TA I,,. oma,,.,,, __� n� -- -
�hif G se mailing address is
called "DEVELOPER, " *S
W I T N E S
WHEREAS, Develoje'r �s the sole'
trach of hand in the
.�.Quv, o0v4v, ana coot F, spa �
d'
2./, f3
hereinaf ter
�w er, in Jaw or equity,f a certain
urzty of Madlion', Si e o Idaho.. whkh land
(hereafter referred t1o' a
EXHIBIT attacl�ed
a
e4eto and'11by
I�
menu 1 more particularly described in
is reference made a part hereof;
WHER EA S, DeVelo r as reciuested the Devpinnment be
City and has4submi-tie*im'
P"t ovem
the caption of the AgreementNN,
CL PP)PP. 0 Ve J �y -�A 8
rzt Plans for the Development described in
d
WHER S-1 Cid water, sanitary.sewer and storm drain facilities are
adjacent and ac essi e to Developer,s land; and
WHEREAS, D e per desiWs to connect to city water, severer and storm
drain facilities; ;a Yj d
WHEREAS, Developer � s r�sponszble for the street and uti�.it�r
improvements within the ' Q eve Jpp rn e n - �
NOW, T`HER.�FOR.E, in consideration of the terms and conditions set
forth herein,, the parties agree as follows..
AP�4Ktrnen�rs.
1. DEVELOPMENT OF � _ The City agrees to provide
water and sewer service to the Development, subject to Developer's
acceptance and performance of the terms and conditions of this Agreement.,
2. I1IPROVEMENT PLANS. Developer has filed and the City
Engineer
has approved a complete set of
Improvement Plans,
thereafter
re�erred
to as the "Improvement Plans")
showing alI streets,
sewer lines,
water lines, storm drains, street signs, traffic control devices, barricades
and other public improvements contenlpiated within the Development. The
Imprflvement Plans also show the proposed location of other public utill"ties
(telephone, gay and electricity,) and irrigation facilities affected by the
development. Such Improvement Plans are incorporated herein by reference
as though Bei out in full.
CONSTRUCTION OF PUBLIC IMPROVEME T-S. Unless otherwise
agreed in the Special Conditions Develone� will, a� its expense, design and
construct all public improvements shown in the Imprav ement plans . Unless
otherUrise agreed in. writing by the City Engineer, Developer will construct
all public improvements within the Development in strict accordance with the
Improvement Plans and the City Standard Engineering Drawings and
Specifications (hereafter referred to as the "Standard Specincations") in
effect at the time the canstruction is. accomplished. The Standard
Specificatuare incorporated herein by reference as though set out in
full .
� . PERMITS . Developer shall abta"1
n all right--of-way, excavation or
ether permits required by local ordinance or any State agencies and comply
with all requirements therein with respect to the timely performance of the
work governed bv sc�i�s .
1W
K
,5'. COMPLETION OF PUBLIC IMPROVEMENTS . Developer agrees that
upon a finding b -v the CItY Council, duly entered, in the official minutes of
the proceedings of the City Council, that a portion or portions or the
entirety of such public improvements need to be completed in the interest of
the public. health, welfare or safety, Developer will forthwith construct
such public improvements. If Developer does not commence construction of
such pubic improvements within a reasonable time after such finding is made
or if Developer does not complete such construction within a reasonable time
thereafter, the Cit -v may construct �r complete such facilities at
Developer's expense . The City Council shall not maks such finding unless
Developer has been given at least ten (1Q) days advance written notice of
the date and place of the meeting and Develo er has been given an
oPportunity to be heard. at such meeting. At or before the meeting, the
City Engineer shad furnish Developer a cost estimate for completing the
required portion or portions of such public improvements,
ro- INSPECTION., Developer will retain a professional engineer
(hereafter referred to as the "Project Engineer") hi
censedwithin the State
of Idaho to supervise, inspect and test the construction of all public
impravemen.ts within the Development in order to insure such improvements
are constructed in accordance with this Agxerthe Impvmt P1ans
0
and the Standard Specifications. Developer will not materially deviate from
the Improvement Plans or Standard Specifications Wal out the express written
approval of the City Engineer.
% CORRECTED IMPROVEMENT PLANS. -Prior to acceptance of the
Development_, Developer will films "As Constructed" Improvement Plans
(hereafter referred to as the "Corrected Improvement Plans") with the City
Engineer. Such Corrected. Improvement Plans shall he prepared by the
Project Engineer and shall show the actual constructed location of all
r
public improvements within the Subdivision including the horizontal and
vertical location of all wader, sever and storm drain H nes , individual
building service lines, curd and gutter alignment and street grades. Such
Corrected Improvement Plans shall also specifically show all changes between
the original
Improvement Plans and
the public
improvements as
actually
constructed.
The Project Engineer
shad also
certify upon the
Corrected
Improvement Plans that such. Plans correctly show all public improvements as
actually constructed and That such public improvements have been.
constructed in accordance with the Standard Specifications an effect at the
time such construction was accomplished. The original linens or myiars of
these "Corrected Improvement Plans" shall become the properly of the City
of Rexburg. The Project Engineer shall also deliver to the City Engineer
all compaction reports, daily construction logs, reports, written tests,
analysis and other data as may be necessary to verify or support the
certification of the Project Engineer.
8. ACCEPTANCE OF DEVELOPMENT. Upon satisfactory completion
Of such Public improvements and facilities and Developer's delivery of
Corrected Improvement Plans, the City will accept the Development., Such
acceptance shill not be valid unless expressly acknowledged in writing by
the C*ty Engineer., Except as other wise expressly provided in the Special
Conditions, upon acceptance of the Development, the City shad assume
ownership and control of all public facilities within any dedicated. street
or public utility right-of-way within the Development . Acceptance of the
Development shall not be deemed as a waiver of DevQperts -tailure to FuJ.Iy
and cvmpleteiy perform the berms and conditions hereof or as a waiver or
release of the warranty sit forth below,
0_ WARRANTY.. Developer warrants that the materials and
workmanship employed in the construction of all pubic improvements Within
the Development sham be good and sound and shah conform to generally
accepted standards within the construction industry. Such warranty shall
[wig
extend for a period of cine
the City,
� �. � year after acceptance of the Development by
provided nothing herein shall limit the time within which the City
may bririg a� ����� agaznst Develop action on account of Developer's faLlure to
construct such improvements in accordance with this agreement, the
Improvement Flans or the Standard Specifications,
10• WATER & SEWER HOOKUP FEES & MONTHLY UTILITY RATES..
Water and sewer hookup fees and manthlyut�Iity rates are shown on the
attached FIGURE 1. Such rakes are subject to updating from time to
time. Developer will pay for the appropriate hookup fee for the size of
water or sewer hookup desired. If excavation is required within any public
right of way, ars Excavation permit will also be required.
The D -,,= eveloper's waer service line instal e will purchase the
necessary wader meter material� pec
e
Glty Water Department for use in
the water service connection,
The Developer or his plumber will be responsible for acquiring the
required plumbing permits and for all costs associated with the installation
of the water service connection.
� j • FRONT FOOT WATER CHARGE.., The subject property has
linea ee# of frontage along the water line that the City has installed
along ` :. �a. Street. The Developer shall reimburse the Citv for his
to
sham of the ihstallat'-on cysts of said u�il�ty as fa�la��vs
Front Foot Waterline charge0
$10-00/lineal food x ��o linA fit. = �-���0• 0�
�2
FRONT FOOT S�ARGE The subject property has 450
lineal frontage along the sanitary sewer line that the City has installed along 5th South
street. Thi evelc�per shad reimburse the City for his sham of the installation costs of said.
utility as follow s;
Front Foot Stwerline Charge--
$10.-
OOAineal foot x 4501*._ $4500.00
IL
7-13STORiYI DRAIN CONNECTIONS.
w►t�
The DeveloperRipe34 connect his
on -sits storm drain facilities to the C10ty-�nsta��e� storm drazn adjacent to
ID av tlo?sr W :' : i,� o�e�.�yy •w � t-4v�� � �...� t�ii�c the Developmeni. ��here there is a passibiIity t�Zat gasQlzne or diesel �
tV�j
C could gel into the storm drain system, the Developer will be AD el, .
responsible dor installing water/petroleum products searat�.c�n systems � y ems that
#! r
Willi to the greatest extent passible, deep petroleum products from entering a•
the Storm drain svt l.
&0
Any discharge of gasoline, diesel or other petroleum products into the
storrn drain system shall be the Deveioperfs sale responsibility and
liability. -.Any damage or injuries x�estiltir�g through such discharge from
Developer's property snail be paid for by Developer,
4,/ STREET IMPROVEMENTS.
l./
for installing the curb and gutter,
asphalt paving
The Developer is normally responsible
sidewalk and a
I / 9 street width of
plantmix, B" depth of 3/411 Aggr
granular sub
04#lx .- P-jr
3 1 /2" depth of
elate Base a 20" depth granular of
base materia) . '��' r� '' %nf�dr0l7 � '>eyeo�I�p 4,er
rs„J7irGQ i(/ 0#*/d4f!I'J T/!! 1 f Jew We 79 .D vilf3
FAILURE TO PAY FEES. In the event Developer fails or refuses ;43 1P�
a
to pay any of the fees, charges or cots set forth herein, the City may
deannex any property owned by Developer within the Development or declare qo
the entire unpaid balance immediately due and payable and collect such sums sow
-"4
in the manner provided by law, or may pursue any other remedy set forth ;5 moo*
herein or as may be available at law or in equity .
45 %�
All such remedies shall Vr .4000
V* 4r
be cumulative and the City may pursue the same separately or simultaneously
as it deems necessary or appropriate. In the event of such acceleration, 4OW C*
all sums due shall bear interest at the rate established by law for A V
.rte
judgments entered in the State of Idaho.,
JP 0 * f
- alp
Amw
s
�16f' PARTICIPATION BY CITY. The parties agree that those
portions of the wader main,
section work
the sanitary sewer Ione,
storm drains and street
(hereafter callectively referred to as the ''Shand Work"), the
cast of which the City has expressly agreed to pay pursuant to the Special
L
ALM
deannex any property owned by Developer within the Development or declare qo
the entire unpaid balance immediately due and payable and collect such sums sow
-"4
in the manner provided by law, or may pursue any other remedy set forth ;5 moo*
herein or as may be available at law or in equity .
45 %�
All such remedies shall Vr .4000
V* 4r
be cumulative and the City may pursue the same separately or simultaneously
as it deems necessary or appropriate. In the event of such acceleration, 4OW C*
all sums due shall bear interest at the rate established by law for A V
.rte
judgments entered in the State of Idaho.,
JP 0 * f
- alp
Amw
s
�16f' PARTICIPATION BY CITY. The parties agree that those
portions of the wader main,
section work
the sanitary sewer Ione,
storm drains and street
(hereafter callectively referred to as the ''Shand Work"), the
cast of which the City has expressly agreed to pay pursuant to the Special
Conditions, including any water or sewer dine or storm line extensians,
increased l -R
ine size or capacity and goad width or thickness, ars required
because of future service needs orig-inating from properties not awned by
Developer and located within the vi"cinity of the Development and that sound
planning requires construction thereof at the present time in order to
accommodate future expansion and development. In recognition of the cyst
savings which can be accomplished by construction of such eYC255 capacity
and improvements concurrently with the Facilities to be constructed for
DeveloperFs purposes, and the impracticality or impossibility of
constructing such excess capacity and improvements separately or at a later
time, Developer agrees to design and construct such facilities subject to
the City's agreement to reimburse Developer
for
a portion of such
casts, all
as set forth, in the Special Conditions. Prion
to
the commencement
of the
Shared Work., Developer shall obtain and deliver to the City three
independent barna fide fids for the performance of such work from qualified
and responsible cantra.ctors . Such bids shall be solicited and itemized in a
manner which allows dear and specific identification of that portion of the
construction work for whish the City is responsible. The City shall have no
obligation to pay dor any portion of the costs of the Shared work unless
prior to the commencement of the work the parties have expressly agreed in
writing to a specific amount for which the City will reimburse the
Developer. Payment of such costs by the City shall be due within thirty
(30) days from acceptance of the Development by the City and dehvery of
an itemized statement to the City setting forth in detail the total amount
of the costs dor which the City �s responsible
.
17. SPECIAL CONDITIONS.
In recobniiion of the unique
circumstances relative to this Development the parties agree to the Special
Conditions attached hereto and by this reference mace a part hereof.
18-6 'OCCUPANCY. No build"ng within the Development shad be used
or occupied for any purpose other than for the construction of such building
or structure, unless all public improvements within the Development have
been carnpleted and accepted by the City Engineer. The City may withhold
Certificates of occupancy until all such work has been completed,
19 . DEFAULT. In the event Developer fails to comply with the
berms and conditions hereof in any material respect, the City may withhold
the issuance of any building permits, certificates of occupancy or the
connection of water or sewer service to any property awned by Developer
and located within the Development, until such default is fuller corrected .
20. NOTICES . Any notice required by this Agreement shall be
maned to the receiving darty at the address sed forth above or such other
address as may be delivered to the sending party in writing, Such notice
shall be mailed by certified mail, return receipt requested, postage prepaid
and addressed as set forth move and shall be deemed received upon its
deposit in the United States mail in such manner.
21* RECORDING FEES. Prior to the approval of the Development by
the City Eng�neer, Developer shalI, pay to the pity all retarding fees
necessary to record this Agreement with the Madison County Recorder's
office .
22. IRRIGATION DISTRICT RELEASE.- friar to the final approval of
the Development, Developer shad obtain a certification from any irrigation
district, canal cornpany, ditch a55dCi3tiC]n or other similar water delivery
entity who provides or delivers water to any properly located within the
Development or who provides water through a facility passing through the
Development . The certification shall sate that the water rig�i.ts for all
property within the Development have been transferred from the property
and that all liens and assessments of such
wader delivery entity have been
reieasea. � '1.'he certiJ icate shallwe� state that all irrigation facilities
that have been disturbed or altered by the Development have been repaired
or reconstructed to the satisfaction of thOirrlgati-on entity owning or
operating said irrigation facilities. � �.�►tl XC ►I I 1 9
23. CONFLICT WITH STANDARD SPECTFICATIONS . In. the event of �
any conflict between the terms of phis Agreement or the Improvement Plans
and the Standard Specifications, the termsof this Agreement or the
Improvement Plans shall prevail over any contraxy provision of the Standard
Specifications .
Agreement and
prevail a
In
the event of
any conflict between
the
berms of this
the
Improvement
Plans, the terms of
this
Agreement shall
24. COVENANTS APPURTENANT TO THE LAND. All covenants and
conditions sed forth herein shah be appurtenant .to and run with the
Development and shah be binding upon Developer's heirs, successors or ��
♦a
a.SSlgI,7.S . Pam
400
25. REMEDIES CUMULATIVE. All remedies herein ars cumulative
end , to the extent not wholly inconsistent with each other, may be enforced
simultaneously or separately, at the sole discretion of the City.
26* GOVERNING LAW. Thi's Agreement shall be governed by the
Taws of the State of Idaho. The venue for any action arising out of this �
� w
Agreement shall be exclusively in the District Court of the 7th Judicial �
District of the State of Idaho, Madison County, or in the United Sates4C
r
District Court for the District of Idaho. 40
27. ENTIRE AGREEMENT. This writing evidences the final and
complete agreement between the parties and no other prior statement,
representation or understanding shall be binding upon the parties unless
expressly set forth herein.,
28. SEVERABILITY.
If any
provisi.an of this
Agreement is
determined to be invalid or
illegal,
the remainder of
the Agreement shall
not be affected.
29. WAIVER..
Waiver by the City of any breach of any term,
covenant or condition shall not be deemed to be a waiver of that term,
covenant or condition or any subsequent breach of zt or any other term
covenant or condition. No term, covenant or condition of this agreement
shall be deemed to have been waived bv the City unless the waiver is in
%0
writing by the City,.
30.. EFFECTIVE DATE. This Agreement shall become valid and
binding only upon its approval by the City Council of the City and upon its
execution bar the Mayor,
IN WITNESS WHEREOF, the parties -have hereunto set their hands
and seals the day and year first above written.,
n
ATTEST:
City Clerk, Rose Bagley
(SEAL)
ATTEST:
Corporate Secretary
(SEAL)
APPROVED AS TO FORM:
City Attorney, Steven Zollinger
City Engineer, Joe A,.- Laird
STATE OF IDAHO
SS.
County of Madison
C7n this
Notary Public
be the. Mayor
executed the
exe-cuted the
CITY OF REXBURG
By:
�Tayar,iL T�,e9 -11-11 OY Ie
President /Authorized Agent
day of 199,6, before me, the undersigned, gne d, a
for Idaho, personally appeared Nile L . Boyle, known to me io
of the City of Rexburg, -the municipal corporation that
foregoing document, and acknowledged to me that such City
same
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my
official seal the day and year first above written I
Notary Public for Idaho
Residing at Rexburg, Idaho
My Commission Expires
I.
STATE OF IDAHO
County of Madison
Cin this
Notary Public
V
known to be
executed this
executed the
: SIS a
day , 1996, be fore me, the undersigned, a
for said State., personally appeared
to be the President /Authorized Agent of the corporation that
instrument, and acknowledged to me that such corporation
same.
IN WITNESS WHEREOF, I have hereunto set my had and affixed my
10
official seal the day and year in this certificate first above written.
0
Residing at .
-b
My Commission Expires.
The undersigned., being Stockholders of said Corporation, hereby agree
as Guarantors, to Perform each and every obligation of Developer herein,
DATED this day of 1994.
Iq
CITY OF REXBURG
WATER & SEWER
UTILITY RATE LISTIPIG
Wit@Z
I a s t
ect'
e 10 -OL -9
,5
1p
increased; October 19-93
iast lncreased,-
0
BASE RATES WATER ----OUT CITY,——
WATER SEWER
0.75 iach 7.40-
I a 0o IN 5 0 0
.Lnch 18-48 2.50 62 6.49
1.25 inch 25.90 17 5 0 24, 02 16-23
1.50 inch 33-30 22.50 33-67 22-73
2 .00 Inch
43-29 2-9-23
4.00 inch _ 6 2. 5_3 4 2 * 2 3
.0
6 -0 C) o Inch 177.60 6 0 V 00 115-44 78. 00
120.00 230.88
81,00 1 nc h 266.40 1 0
156. 00
234.00
OVERAGE RArT_ES
` 6 ' 0 0 ;354 > 0 1.73 (>6000) .4602
-Over 2 * 25
1 l 9
1 m 73 0 4r 3887 2.25
HOOKup
SES(.no-LL. materials)0 7 5 *nc.�i .
X00,00 N / A 900 00
1 00 nch N/A
1.50
2 . 00 2000 w 00 N/A 3000.00
I n c: '--1 X900.00 N/A
4.00 i n cli negotiate 65000 0 05850-
00
. PT/A
i
6 .9 00 inch riegotiate 13 0 0
0 0 Late 975.00
8.00 tiate 1950-00
inch negotiate negotiate 29-25# 00
:n7 zzz
GALLONS MONTHLY PER PICXU
90 GALLON ROLL-OUT CONTAINER 90
-WEEKLY PICKULP 90 12 w 00 3.00
7.00 N/A
---------------------------MON'£HLY CHARGE PER BIN -------------------
YARDS 2 3
GALLONS 2Q2 303 404 6 0 6
PER PICKUP 6.23 7. 2 3 8.23 10.23
1 24.92 28.92 32. 92 40. 92
2 4 9. 8 4 57.84 65.84 81.84
37x•76 8 6.76 9 8. 7 6 122. 76
4 99. 6$ 115.68 131.68 163. 68
5 124.60 144.b0 164. 60 204. 60
6 14 9. 5 2 173.52 197.52 245.52
BOXES OR OTHER MANUAL HANDLING OF GARBAGE 73-36/HR or i-226/MIN
� r
i