PRE 2010 DOCSCity of Fridley
SUBJECT®
4956 MIT
AT THE TOP OF THE TWINS
BUILDING PERMIT
O
COMMUNITY DEVELOPMENT DIV.
IREC!EIPTN
r , PROTECTIVE INSPECTION SEC.
3
_ -
CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
612-560-3450
910-F15
10/12/78
JOB ADDRESS 41 Talmadge Way N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
7
2
Leigh. Terrace SHEET
2 PROPERTY OWNER MAILADDRESS ZIP PHONE
S. J. Construction 6305 East River Road N.E. 560-2970
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
THE CITY OF F=Lff DOES NOT OUA
5 ENGINEER MAIL ADDRESS ACCUMICY 0F UIM MATIONS P& ELEVA N0.
NIS DATA IS ICOR INFORMATION PURPOSES
6 USE OF BUILDING MaLD VOW WW NPOR(y♦jATION
Residential ON TIDE SITS
7 CLASS OF WORK
lj NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Construct a 34' x 37' Dwelling and a 20' x 26' Garage
9 CHANGE OF USE FROM TO
STIPULATIONS provide a hard surface driveway. Provide sod in the. front and side
yards. Provide a verifying survey before capping. Provide combustion air
to furnace
SEWER LOCATION: 42' East of Manhole, Service is 23' Long.
WYE ELEV: 846.06 Top Of Footing: 849.08 Minimum Elevation.
INV. ELEC. OF MANHOLE: 846.40
WATER LOCATION: 32' East of Manhole �����
BefOre digging call 10ca1a -utilities
TELEPHONE . ELECTRIC . GAS Etc.
SEPERATE PERMITS REAVUIRED FOR WIRING;
HEATING, PLUMBING AND SIGNS. REQUIRED BY LA
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
Wood Frame
THIS PERMIT ,BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD.OF 120 DAYS AT
R-1
1068 + 520
26,560 Tota
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
1
ISTALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED.
$ 36,490
$18.24
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$106.24
$400.00
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTALFEE
$ 26.56
$551.04
SIGNATU EOFCMT ORAUTHO% DAG IDATEI
WHEN PROPERLY VALIDATEDTHIS IS YOUR PERMIT
BLDG INSP - DATE
SIGNATURE OF OWNER IIF OWNE UILDERI (DATE)
t
CITY OF FRIDLEY
"1PPLICATION FOR RESIDENTIAL BUILDING PERMITS
(NEW, ALTERATIONS, ADDITIONS, OR REPAIRS)
OWNER: _ e 5-nz .a c. 4.,j /A- ,BUILDER: 6 eek � ! �ir677®sA
Address: 630t5- Address: �—
Tel. No. (o
No. Street: �L prr:) Lj
LOT: `7 BLOCK: ADDITION: 16 f4 -\-E R_ A c G-
CORNER LOT: INSIDE LOT: �� -'-- SETBACK: •SIDEYARDS: Of
Applicant attach;to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDING
To Be Used As:
Wes . Front: 2j 9- Depth: Height: 14—
Square
4Square Feet: _(o(,4S Cubic Feet: �� -X Wo
(� Front: 77— ® Depth: Height:
Square Feet: Z_ Cubic Feet:* �®
Type of Construction: Estimated Cost:
To Be Completed: Alt. A Alt. B
Proposed Driveway Width If New Opening Is Desired $ $
A -
.2%P 4 C V-(?� (SEE REVERSE SIDE OF SHEET)
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in strict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and representations stated in this application
are true and correct. See reverse side for additional_'nformation.
DATE: ''� �`— SIGNATURE: ice. a
Stipulations: %®G, "w
ob
BUILDING PERMIT FEE SCHEDULE
SECTION 2. The Inspector of Buildings shall, before issuing permits for the erection
of any building or structure, or for any addition to any existing building or structure,
or for any alteration or repairs to any existing building or structure, upon application
therefore, require the payment by the applicant for such permit of fees to the amount
herein below set forth and in the manner herein provided to -wit:
NEW CONSTRUCTION: Single Family Homes and Garages: $4.00/1,000 cubic feet.
PLAN CHECK: 25 percent of building permit fee.
DRIVEWAY DEPRESSION: (Concrete Curb Streets Only)
Alternate A: Removal and replacement of concrete curb and
gutter only; Driveway width plus 6 feet x $14.50
Alternate B: Removal and replacement of concrete curb and
gutter and install a 3 foot wide approach with
6 inch depth; Driveway width plus 6 feet x $17.20
For the purpose of computing fees for building permits, the cubical contents of any
building or addition, is determined by multiplying the ground area covered from a
point six (6) inches below the floor line of the basement or the cellar to the
average heights of the upper surface or to the average height of the roof surface
of the main gable of a pitched roof.
For repairs or alterations to an existing structure, the fee shall be at the rate
of $3.00 per each five hundred dollars ($500.00) or fraction thereof in the cost
of all proposed work.
In-no'case shall the fee charged for any permit as set forth in Section 2 be less
than $7.50 plus $.50 state surcharge.
VERIFICATION OF FOUNDATION
NOTE: Permits for construction will be issued a minimum of 24 hours from the time
of application to allow for proper review of the proposed structure and of the
construction site.
A Certificate of Survey of the lot, showing the location of the foundation once it
has been constructed will be required before proceeding with the framing.
"c CERTIFICATE OF OCCUPANCY
Application for a Certificate of Occupancy shall be made ten (10) days prior to the
use or occupancy of any structure for which a building permit has been issued; and
said structure shall not be used or occupied until a Certificate of Occupancy has
been issued.
1.
Address 411 7?k /n'4 '
2.
Legal .�.- 2 - #S - I,
Zoning t:. -
Lot Width
5.•
Building Width 4-000'
. 6..
Front Setback
7.
Total Use P", vim`
8.,
% Lot Coverage ♦/
9.
Easements ®�
10.
Variance .1): f /k--
11.
Soil sh-^j
12.
Contractor •
13.
Phone t
14
____ _-
15.
_
Drainage
Energy Ashrae
51
17
Utility Locations ,
18.
Specials ..
9.
Driveway openin�
0.
T; uss Design
21..
Combustion Air
22..
23.
- F
.24.
25.
C�t�TR�Cx'(SRa
7 + X fluff — ss
If item #3 is
-- ..r ----------- or less than i
have met the is
k�� X nU=� - • % SBC 6006 (c') 2
e
X nr7N Li
.4 • G A .e
*,,E
If
Determine workinq square footage of each,
e.
.t 4
1.
Total
exposed wall .area:. ..'. sq. ft. x . 1� 1.� G Af
erten.
40684. ft •
!v
: 2 •
•
Toal ro
/3]47
1 ..
? .
X
"Ulf
Total. exposed wall., area above -floor
a �
` Tol'
wall ca # �� . k rr . i i ... a M • f . f } a ..: A . w l � 4 .. i ► .
- b•
po6al
doorw�k�riT�
�y
♦ r • 4 } i., -'Q f( .. r i . R .. ii '. ` } Ji • 1 �1/�
c.
Total
sl3.8ir�r�': � � y s-, c�cox ares
.'
Total
firapi*cir wall arca «;....". w ... «.. } . .... .:..•; .- :.,•
e.
Total
ngarea
wall frilt ng.• RR .•
►�rs}�.r :.,.
gR oR .R �Y �. '.R .R .1::�
f•
Total
1.-1.�.h
1..M
Li joist area • R R � • ! I
'.
•
�- wall,area above f look, Y 1 f .1 . Y Y R .M . • . R } • -:f . M' R •: i ♦
h.-
wall'area ae floor ..........*........"ar...}}
bov
bo
• .1.
t� 1
wall ', �r r'g'4 ',4bove, floor. } r R' ... M: } } r • w . • • r :. �1,• . r r . R _ ..
j •
walI ' area , above f look .. r ...-. ... .......... } , . - -
Total exposed foundation area 2
-,'
k.
Total
foundation window area ...............
1.
Total
net foundation area ave grade .............*,••
Determine "Ua value of .each .wall segment
ry'
(e.g. window, door, each separates wall ° section)
b. 37 X
full
7 + X fluff — ss
If item #3 is
-- ..r ----------- or less than i
have met the is
k�� X nU=� - • % SBC 6006 (c') 2
e
X nr7N Li
.4 • G A .e
*,,E
If
e.
X ' OU
Qx.
erten.
ti. ._.
X
vun
? .
X
"Ulf
7 + X fluff — ss
If item #3 is
-- ..r ----------- or less than i
have met the is
k�� X nU=� - • % SBC 6006 (c') 2
e
X nr7N Li
.4 • G A .e
*,,E
wteribr Enve�ope AVA6rags.. IV , gO"tAtioO Page 2 Of ,
Total exposed roof/ceiling area Q
m. Total skylight area .... .......,... ......•••,'
n. Total ,roof/ceiling fuming area (average 10%)... O
o. Total net insulated roof/ceiling area........... , 2.
Determine "U" value for each roof/ceiling segment
fM. X "u" _
,R X sluff , 0 36 _ 34, 6' 7
4... .,... .... .. ... Total = , C
If total of #4 is the same as, or less than #a„ you have met the intent of
4., SBC 6006 (c) 1.
q.
Alternate Building Envelope Design
To utilize the total envelope system method, the values established by the sum of
items #3 and shall not be greater than the stun of items #1 =and #2.
1. ZAP fi% �. + 2.
".
3. _..,, _ + 4. Q _z. _ z 75,
(�r
WALL SECTIONS
TS: Use 10% of opaque wall. area ,for
frame construction.
G #3
do
f4 -
Page 3 of 4
Construction R -Value
1. Interior air film 0.68
2. S p.1 e c-:rg Oe., X - (P!L5
3. -S-rU�S 4,
4. 2-' ` j.,
3 - 5 t4 E FtTtj J
6. Exterior air film 0.17
Total 9, 71
1.
Interior air film
0.68
2
S HE c 7 R- o e, x-
4-9-
3.
4.
51.
or.)- i
('00
6.
Ibcterior air: film
0.17
Total I sr, 3 (a
zfiditatb ;tYpoo, value, depth and
interior air film
0.68
2.
3h- I AJ 6 U I. P T-1 0-J
0 0
3.
5.
MFfA0,1-Jjj-,r-
('00
6.
Exterior air film
0.17
Total
•
1.
Interior air film
0.68
2.
ij 45
3.
d 6
4.
7- e:
�6.
Exterior air film
0.17
Total
-a - 1
!)4
Mt
10
T
rld�.
1,14
lit
It I
zfiditatb ;tYpoo, value, depth and
o- ROoF,/CEILXNG
ponstruction R -Value, ..
{� 1. Interior air film 0.61
2. '5�� SH EFTk.Ocik
h
3. �.z.►�13-eujAI riBrsE `tAr'f roll Z�o,00
4. Exterior- air film (still) 0.61
vtaT 3 :,., 5....1�..Total 2 7.8
t
- _ 1. Intee}rior air film 0.61
'M+�l�;�.• amu'%!.et•.'1il��'.:��.�'<'^_r`'.Kf�lntL�7S 2' �r=_E.Tg{iC/rd •110
.� T R 3 S 4M 1-0
3./• %L.Se9� RTtc�J� 1 g, 4.
4. Exterior air film (still) 0.61
Total Z �-
•
'�
Hent flow up ;..vented
Flt;. 16'.
-1. Inside air film 0.61
_ 3 ..-- 2.
a 3.
S. Outside air film 0.17
Total
Note: Use additional sheets if more space is
�� Z r needed for details 'and calculations
- -unum SPAN ca"T ---
s
ss�scr In= MAL (4T)
iN1. Y (w1)
Tags! Sylm ABOUT
S -S s< TO 328-8"
5-6 Up TO 38'-0"
5-7 lie 16 W-0
12
Tli'lSPARS
-�-4
20Wr
ING Sall UP TO /1
COPr91141NT Te'/i THUS■AL SYSTEMS
1 MENtr aw tfr Wet tilt plan, simm rud w
.pott•ame prepared by me or under my dheDt
.vtial•■■d'--that 1 am a ddly Registered ProfatlNl
.» r-aeder the lam at the State 61*Mintiis la
®Irlo 1 ° • X8-11. P. 11. 0�. 'IrO.9g9� • f 1S.KLa
' 13.KLa i 1S.K1.e
1s.Kt'a j '/ i ls.ifbo
10 Stas i z
3
A
4 s
. r
«ares 1) cA Le/720.3i�i 516411 5L
S7La
i 2) N ED sf� 1n i 11ANZ Inc
3) ®. mi-na (La IIpiIIIIpIIi& CLfiAft Spm)
- � 1
S) "42q AVse"a-
QA1QliOL WORM=
v
t3-Y NE Y z gl S -S•
S"►
9-7 RE 9" x Yl.
3-5 QP TO 32'-8"
S -S UP TO 48'-4"
--- -- • DM
3-7 UP TO 30'-0• 3-6 1R TO 't} -6 3-5 Up TO 49'-4"
3-8 OP TO 40'-4" 3-7 W TO iO�•
3-9 Up TO 48''4" s-7 81 To jvl- ONW1I, BYAN Up T0 4$'-e
_--
5-9 (18 6a.) UP to 48'-4"
42:OLc T. S
113.5U T-
139.46WT...
3-9, w To
3-10 W.10. K•'-3"
71-1' tW 110 43%' -9"
T
LIVE LOAD ... bd p.f.f.
DESIGN VALyC OF
MODEL le: •NE TRUSNAL "MODEL Ia CONNECTOR IS tOAMEO ASIC L GAUGE GALVANIVA STEEL "ITN ipYw DEAD LOAD P.S.F.
190 .SI TN[ CEILING - 10 p.s.f.
9 1-" LONG TEE TN PER SOJARE IN OE PLATE .RFA ANO NAE ABASIC ALL OW
PLATE SwALL SE APV LIED TO EACH PACE Of T.E TRUSS AT ALL POINTS SO I" PLATE (LATE CEMTERL11NN COIFIC LA E MITN .
TORN{ CENT[RLINE LwLE55 NOTCO OT NE RN ISE BRACING: THIS DESIGN ASSUME! TME TOP C":A BRACED LATER.LLV S7 p-l.f.
FDDrT ZONAL fRFCI wG INDICF TED MUST K INSTALLED AS vART Oi THE PEP- 15 J
rN TERVAt3 NOT ETCEEDi 3.0" AI1e■eBae Unit SiEef!
A Fn[NT ETPUCTURF ERECTION TRJSWAL SYSTEMS INL FEARS ND RESPOMSIIILiiv FOA TN! [RECTION OF TRU9- Increase for Soon Tann LOedinq
SES PEwSONS JS ING *HE,FSOVE OESi�N SHOULD SEEPR Uf ESSIOMAL ADVICE BEFORE AMO ,DURING ERECTION Oi TME ,
�v� R �
3•
_
ANANEIM
OETROIT
TRUSSES
r
e
1
vo
TO? Ci1m
Swrm
M9MNU
x 4M:
6 "
s
"2= ■
-z4 ■
328_8■
48'-4"
331-8"
�'
N0. 3
28'-4"
42'-8'
288'8"
i2,-0"
STS i COOT
321_■
aS'-8"
31'-8"
46'-S"
NO. 3
ZS' -0"
41'-4"
28'-0"
'• 11ab.
own.
9f T.0" -
36'-8"
24'-0■.
35'-O"
S -S s< TO 328-8"
5-6 Up TO 38'-0"
5-7 lie 16 W-0
12
Tli'lSPARS
-�-4
20Wr
ING Sall UP TO /1
COPr91141NT Te'/i THUS■AL SYSTEMS
1 MENtr aw tfr Wet tilt plan, simm rud w
.pott•ame prepared by me or under my dheDt
.vtial•■■d'--that 1 am a ddly Registered ProfatlNl
.» r-aeder the lam at the State 61*Mintiis la
®Irlo 1 ° • X8-11. P. 11. 0�. 'IrO.9g9� • f 1S.KLa
' 13.KLa i 1S.K1.e
1s.Kt'a j '/ i ls.ifbo
10 Stas i z
3
A
4 s
. r
«ares 1) cA Le/720.3i�i 516411 5L
S7La
i 2) N ED sf� 1n i 11ANZ Inc
3) ®. mi-na (La IIpiIIIIpIIi& CLfiAft Spm)
- � 1
S) "42q AVse"a-
QA1QliOL WORM=
v
t3-Y NE Y z gl S -S•
S"►
9-7 RE 9" x Yl.
3-5 QP TO 32'-8"
S -S UP TO 48'-4"
--- -- • DM
3-7 UP TO 30'-0• 3-6 1R TO 't} -6 3-5 Up TO 49'-4"
3-8 OP TO 40'-4" 3-7 W TO iO�•
3-9 Up TO 48''4" s-7 81 To jvl- ONW1I, BYAN Up T0 4$'-e
_--
5-9 (18 6a.) UP to 48'-4"
42:OLc T. S
113.5U T-
139.46WT...
3-9, w To
3-10 W.10. K•'-3"
71-1' tW 110 43%' -9"
T
LIVE LOAD ... bd p.f.f.
DESIGN VALyC OF
MODEL le: •NE TRUSNAL "MODEL Ia CONNECTOR IS tOAMEO ASIC L GAUGE GALVANIVA STEEL "ITN ipYw DEAD LOAD P.S.F.
190 .SI TN[ CEILING - 10 p.s.f.
9 1-" LONG TEE TN PER SOJARE IN OE PLATE .RFA ANO NAE ABASIC ALL OW
PLATE SwALL SE APV LIED TO EACH PACE Of T.E TRUSS AT ALL POINTS SO I" PLATE (LATE CEMTERL11NN COIFIC LA E MITN .
TORN{ CENT[RLINE LwLE55 NOTCO OT NE RN ISE BRACING: THIS DESIGN ASSUME! TME TOP C":A BRACED LATER.LLV S7 p-l.f.
FDDrT ZONAL fRFCI wG INDICF TED MUST K INSTALLED AS vART Oi THE PEP- 15 J
rN TERVAt3 NOT ETCEEDi 3.0" AI1e■eBae Unit SiEef!
A Fn[NT ETPUCTURF ERECTION TRJSWAL SYSTEMS INL FEARS ND RESPOMSIIILiiv FOA TN! [RECTION OF TRU9- Increase for Soon Tann LOedinq
SES PEwSONS JS ING *HE,FSOVE OESi�N SHOULD SEEPR Uf ESSIOMAL ADVICE BEFORE AMO ,DURING ERECTION Oi TME ,
�v� R �
3•
_
ANANEIM
OETROIT
TRUSSES
e
1
A
s
121.4La
•s.6
s
i
5-7 01 TO 30'-0"
5e8 pp TO 32'-8"
9-7 Up" 48'-4"
C.M. S=OUAW
Z10 Tam
1
- c Es r DATE -
ARM fT E
j• T I� " MAT 1971
B 446 Q
(�,,,TL o A�
CITY OF FRIDLEY
APPLICATION FOR PLUMBING AND GAS FITTING PERMIT
PARTIAL RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO.
RATE
TOTAL
N*=%ber Fixtures
1 X
ro
C
Future Fixture Opening
X
$2.00
,q
New Fixture, Old Opening
X
b+
$
Water
A
$5.00
$
Water Heater - to 99,000 BTU
X
$5.00
H
a
.n
x
u
G�
$ -
b Sa
.4
0
Ga
$.
flew Ground Run Old Building
Heater
$5.00
Le
q
X
d!
$
GAS FITTING FEES:
41
sqi
N
X
'$3.00
$
Additional Fixtures
is
$1.00
$
lec
p
V TOs�
3 O
19•�•�
REPAIRS & ALTERATIONS
N
R
N
o w
6
O
i.� N4JN
each add. $100.00 or fraction
N
N
71
vii
U
$ .50
m
TOTAL FEE
y
S
of
0
as
l
/
j
1st
2nd
3rd
4 th
(R) - Future Connection openingConnected
with Sewer �
(') s New Fixture, old opening
Water
PARTIAL RATE SCHEDULE
PLUMBING FIXTURE RATES:
NO.
RATE
TOTAL
N*=%ber Fixtures
1 X
$3.00
$
Future Fixture Opening
X
$2.00
$
New Fixture, Old Opening
X
$2.00 e
$
Catch Basin
X
$5.00
$
Water Heater - to 99,000 BTU
X
$5.00
$
100,000 BTU to 199,000 BTU
x
$10.00
$ -
Water Softener•
x
$7.00
$.
flew Ground Run Old Building
x
$5.00
$
Electric Water Heater
X
$5.00
$
GAS FITTING FEES:
1st 3 fixtures
X
'$3.00
$
Additional Fixtures
is
$1.00
$
Gas Range to 199,000 BTU
X
$10.00
$
REPAIRS & ALTERATIONS
First $100.00
$5.00
$
each add. $100.00 or fraction
$2.00
$
State Surcharge
$ .50
TOTAL FEE
S
REINSPECTION FEE.
(510.00)
Job Address ^ / -
�� i� 6- IF—
Department
c
Department of Buildings
City of Fridley
Tel. #571-3450
The undersigned hereby makes application for a permit for the work herein
specified agreeing to do all work in strict accordance with the City Codes
and rulings of the Department of Buildings, and.hereby declares that all
the facts and representations stated in this application are true and correct
Fridley, Mn.
OWNER .5 .1
KIND OF BUILDI,NGG�
USED AS rz�: s, i GSC- f
TO BE COMPLETED ABOUT �� A
ESTIMATED COST z
OLD - NEW BUILDING PERMIT NO. PERMIT NO.
Company a t;F t---, C,-' t4� 14—, r
Signed By
Tel. No. �$
ROUGH INSP.
Date .
o '
FINAL INSP.
Date
APPROVAL FOR PERMIT ^t
MINIMUM FEE FOR ANY PLUMBING PERMIT IS $?„SQ PLVs $050 STATE BDRCB7 M
k January 8, 1979
L` Y
8431 UNIVERSITY AVENUE N.E., FRIDLEY, MINNESOTA 56432
TELEPHONE ( 612)571-3450
Mr. John Doyle
S. J. Construction, Inc.
6305 East River Road N.E.
Fridley, MN 55432
Re: Final Inspection at 41 Talmadge Way N.E.
Dear Mr. Doyle:
A final inspection was made on January 8, 1979 of the above address and
the following items were noted which must be completed before the structure
can be finaled out;
l.- Provide sod in the front and side yards by June 15, 1979.
2. Provide a hard surface driveway by June 15, 1979.
3. Provide deck guardrail by April 1, 1979.
We will expect the above items to be completed by the scheduled dates
when .reinspections will be made to determine compliance. If you have
any questions on these items,.please contact me at 571-3450.
Sincerely,
DARREL G. CLARK
Community Development Adm.
DGC/mh