HomeMy WebLinkAboutREVIEWS - 97-00031 - Floyd Wilcox & Sons - Potato Packing FacilityNILE L. BOYLE
MAYOR
ROSE BLE
CLURi;
RICHARD HE
61 PAL C-HIC"EP
Mr. John Millar
Forsgren Associates
350 North 200 East
Rexburg, Idaho 83440
STATE OF IDAHO
March 2; 1998
fie: FA No. 197109
Wilcox Development Projert, Phase 2
Sewer System. Improvements, L"Ift Station & Road Construction
Gear Jahn.
PC. pox iso
12 NORTH CEWER STREET
REXBE.IRG, IDAHO $3440
PHME (208) 359-3020
FAX (2D8) 359-3022
We have reviewed the plans for the subject project and have the folJow,ing commends:
1 --- Sht_ RD -4, shows 3 'r�" plantmix pavement, and f" Of 3/4" Aggregate Base, but no
Granular Borrow. The "breakup" of the existing street surface is cased by subgrade
failure. If we don't add some granular barrow under the 3/4" Aggr. Base, tete neer
asphalt pavement will breakup like the old surtacehas done. I suggest you show 20
inches of Granular Borrow under the 6" of 3l4" Agar. Base.
2 --- The Granular Borrow layer should extend 0u# under the "�' Road Base Shoulder"';
although, if you have a 3` asphalt paved shoulder, i question the need for a 6'wide
grave! shoulder beyond It. A 2'wide gravel shoulder with a 4-1 slope would probably
work OK. If you have plenty of money left in the grant, I would prefer- to expend the
paving an up to Taylor Chevrolet; but I certainly have no objection to also widening out
the subgrade with Granuiar Barrow as rt will just help cud dawn the cost of any future
street widening project at this location.
3 --- Are the new edge of asphalt grades shown on she plans bas -e -d -
match a future curb and gutter upon drying to
profile gradefine you haUe established? If they aren't,
we probably ought to design a future curb and gutter grade and slope the new asphalt
towards it the best we can so we don't have to remove and replace the asphalt surface
again at some future date when curb and n�,ttP�, r ���C �n,�rin ��,., ..���_1
-GiiVl Et� a �� ��r ��L.
4 --- Sht. RD -4. The bottom of the back -of -curb lino Icz a ni.,+ f„h;,,k I,.,.,�
Loads are transmitted downward and qutward�n pprcximately�_o I 1�� UdU Z!>Ue.,,6SeS.
a 45 to 60 degree
angle: therefore the 6"' layer of X14" Aaa9r. Base should extend to at I�ast 6" in back of
the back of curb l'ine- The same reasoning would appiy to the Granular E3orrowonly the t�-ansmrtted ford stresses aye pret#y small by the time they layer,
much Granular Borrow so it isn't as. cr�tica(. that
� --, Sht. RD -3 & RD -5. The roadway taper ���e is usually equal to theposted s eed
limi# ( or the 8511percen�iCe s eed ,ThereforeP
P � , if the �pGed limit is 2,; mph, the {apev
rate would be 35-1. The length of taper would be 35x 12 ��. = 420 ft. Cir, if the
speed 11mit was 50 mph, the taper length would be 600 ff . AAs indicated above. I hope
we can get all the way to Taylor Chevrolet with a three lane width of plavement and,
then, Just do the translitioning from one section to another with striping.}
6—, Sht. RD - 5, Sidewalk Detail B. Our approved typical street sections show 121T o
Granular Borrow unde� the sidewalks rather than 4" of 314r1 Aggr., Base. The �depth helps lessen the f�'�o5� hear�inn nrnhlAr,-� r�i� irs`nr. +�,_-- -: . � 2
m onths.
-- — •- •;� r- � •••..r�••< < s �u� :i iy �t �� VYli ILCi dna eany spring
t -- Sht. PP -1 & PP -2. Show the new right-of-way width on the south side of the US
20 Connection street.
8 --- Sht. RD -1. Shaw handicappped amps or depress., d curb} on �►a�h corners of the
US 20 Connection Street/Golde Beauty Way intersection.
g ___ Sht. PP -1 and PS -1. Is a 12" diameter Saflftary SeV11eC pipe from the Pump
Station to MH #1 to MH # 2 large enough? VVhat saes of pipes will be subbed out of
MH # I and NIH # 2? There is a big service area back to the nosh, easy and south for
these two manholes. If we have a 1211 sewer fine coming in from the west, I would
imagine we would need 15" or forger from the east and south. I would gather be a i e
size to large than a pike size too srr�a�f on the main line as well as the stub -out lines. p
Are the bantam
Po�io�s of these deep m�nho�es always going to be dawn in the
groundwater? Should we be 11C)i king at using the new manhole encasing materials
such as "1Nrapid Seal if or some equivalent manhole encapsulation system whereportions of the manholes are always going to be under water?
10 --- We had same comments on the Fina! Plat, but don't know if they have been
included in the final version of the Final Plat. Enclosed is a copy of the Finaf Play with
these requested changes shown therein. When will, i be ready for City Council
approval?
We are looking at the passible development of a Granular Borrow Pik 1 Storms
Drain Harding fond that would be east of Old Hwy � 9� end north o� theproposed
Sauth Rexburg Arterial. ���e attached dewing.} 'VVhen your cre�nrs ars i
any of the work aeon Old Hwy�g�(Particuladypec�€ng
sanitary sewer and pump station)
we would dike them to retard the depth to subwater, depth where topsoil charges to
Granular Barrow, and to acquire samples of and test the Granular Borrow material to
see that it meets the various specifca�i�n requiremen#s. Any 'Information that your
survey crews/inspectors may have acquired last fail an the ground water depth and
granular barrow when they were inspecting the basement portion of the Wilcox buildingwould ansa be heipful t❑ us.
12 --- have Thibault will be sending you a letter with his comments regarding the
subject project.
Wan/ tri i t k i '1 1 2 iv -e%
JuStrH A. LAIRD, P.E. & L.S.
CITY ENGINEER
pg - 3
REXBURG NMISON COUNTY
FIRE DEPARTMEW%
P.O.. Box 280
26 North Center
Rexbu-rg, idaho 83440
(2,08) 359-3010
1994 UnifoFire Code
Plan Review
Build,
-i n q Na _Tie fF
_J_0Yd wiicoi
Building Address; X841 WPB
rid o
1500 S
Prop
h
Pian Date: 05-97
Review Date: 07-2.8-97
S'Lories : 1 Type of Construction: II --N
occupancy Classification: F-2 Existing Floor Ares: N/A
New Construction Floor.- Area: 72, 00-0 main and 16 2.00 Lbasement
1 j .Required Fire `low (Appendix III -A) : � 0�0
-cr - n . M.
Comments:
Lyj�e
Pi rp
and___occuDan_c-y
low
.ciluc d
to __000
2)L .��� � �' suppiy Article 9, Section 903)
Firs Hydrant Location: C--70 front.of Pig
Fire hydrant Flows: 2 5 4 3 . m . 2012sd
Fire Flow nest Locarion: C
Fire Flow Supplied By: p-irp DepaLtme
Other Approved dater Source: E.�A
Water Supply Acceptable: No
Fire hydrant Location Acceptable: No
Wazer SuPPI-Y Comments: CiLy is trrind to
inch 1. 1 7-1
t fro
m. ..due
equ iv
e
7th S outh to- about 1900_West 0
construction
Yes
-7l
rum a 1
rt
the road and
Plan Review
Page 2
1500 Sou
hrouCrh the
a I Sti 11 need a
ra'ect a nd back into t e ling o
it -e 21an
.�
3.b}Fire Apparatus Access Roads {��rticle 9 Sect� on 902 )
Requ i red *
Ye s
Acceptable,: Width
Length
Surface
Turning Radius Grade Vehicle
Clearance Turn ArQunds
Complete Road AcceptableCo e n t s:
vertical
4).Access Roads and Water Supply, Including Fire Hydrants Are
1%
L
Requ-jred To Be Installed And Made Serviceable Prior o r T (D Ana wring
Time C7f Construction
(Article 9 Section 901,3)
Comments: As closes as possible
5 ) .Installation Of Portable Fire Ext-in�uisi�.er
1002) Required: Yes
Location Acceptable:
Type Provided Acceptable: Unknown
Will neect to b -.r,�Mine
Comments:
6) .Automatic Firms ExtinguShing Systern;q:
Required: No
7).Standpipes
F - o
I
anf--q xcentl
(Article 10 Section 1004)
Co=ents: Based on F-2 o
rl
(Article 10 Section
ize and
Zacement
(Article 10 Section '1003
Requ-ired:
-Ventilating Hood Arid Duct Fire Extinguishing System ( 0
Sect -ion 1000,0z) Requ nna; Ivo
9�
'F'ire Alarr-n. Systems (Article 10 Section 100-V) Required.,
��o
C�srections ThatoORequired.By Special Occupancy Or
E
V
Conditions 0
Ik
Plan Review
Page 3
Plans As Submitted Are Acceptable: Na
Plans Checked By, Dee Owens Date:
07-28-97
Pleas,E1,- furnish comments back to the plan reviewer .7,--n tn f
manner: I still need to review a site plan to scale for access .,-4nri
0
ire
R_y
-7 FROM Section 1003
1003.2 Required installations..
1003. 2.1
installed
1003.2.
General.
d*
in the
An alxtomatic fare-extingui�h�.ng
occupancies ani. locations as sit
1-%J1 F.V"V_LSjLvns On sp�cia�. ha�ard' d h
Section 1001.9 and Articles 799800 and
sys t em sha �.1 �e
f orth in Sect*on
azardous material -s. see
S1.
1003.2.2 All oecupancies except group R., Divisi�n � anc� Grou
Occupancie,s. Except for Groin R, Diviswon 3 and GroUP U Oecupanc*�e�,n �.utc�matic sprinkler system shail beinstalled: �'
i . In every stor� or basement of aI3 build�.ngs w�ien the floor area
exceeds 1,500 square fejt (139.4 m2 ) and there IS not
�rovid�c� at
least 20 square feet €1 , ��; m� � �� open- entir�I� above tie
ark jvin.�.ng ground level in each 50 lineal feet (15 240 mm } ar
fraction thereof of exterior �val� in the storY or basement on at
least One s.�d�e of the buildi�.g, ppeninshall ha�r�a minimum
dimension � f not less t�.a.n 30 i��:hes (_'762 mm � , Such ogenin �
be accessible to t��e firs department frim the e�teriar �,ndgsh�.�.ll.l
be obstructed in a manner that firefighting or rescue cannot be not
accomplished from the exterior .
When openings in � st��y are prv�id�d an only o�.c side a�� theogposite wall of such story is more than ?� fe��. (22 86p mm) from
such apes ngs , the story Shall be provl*ded,�� th �fl approved automatic sprin��er �ys�,�rn Qr openings as speeifie�.above �shall
provided on at least two sides �f an �x�erior w�II �f tie � �e
tori.
If any POrtiOn of a basement is located mare than '�5 f eet(22
MM) f rt�m apenin ;s r�qui��d ix� Sect -ton 1003*2*2, the basement 860
be Provided ���t�. �,n approved automatic sprinkler �Nr�-��,2ne shall
2. At the tOP of rubbish and linen chutes and in their terminad
rooms. ChuteS extending -through three or more floors �hal�. have
additional sprinkler heads installed ►wa thin such c�utc� at alter
floors. Sprinkler headS shall be access i�lc ��r s�r�r�.�i� alternate
3. In rooms were nitrate film is stored or dandled. See a.�sArticle 33.�
4. In protected combustible fiber storage vault,,s, as de fir�ed in
Article 2. dee also Art-1'cle 28.
� . 'Throughout X11 buildlengsw"1
th a f 100r level with
Of 30 or more that is located 55 feed (16 764 11.10 or
lowest level of fire department vehicle access,
EXCEPTION: I. Airport control towers,
2. Open parking strucS.
3. GroupDivvsw
-i -ton .2 Occupancies,
an vcCupt 10 a�
more above the