HomeMy WebLinkAboutOrdinance No. 5772 THE COURIER
AFFIDAVIT OF PUBLICATION
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Waterloo-Cedar Falls Courier
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Cedar Falls 50613
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State of Florida, County of Duval, ss:
Laquansay Nickson Watkins, being first duly sworn, deposes and
says: That(s)he is a duly authorized signatory of Column Software,
PBC, duly authorized agent of Waterloo-Cedar Falls Courier, a
publication that is a"legal newspaper"as that phrase is defined for
the city of Cedar Falls, for the County of Black Hawk, in the state of
Iowa,that this affidavit is Page 1 of 4 with the full text of the sworn-
to notice set forth on the pages that follow, and that the attachment
hereto contains the correct copy of what was published in said legal
newspaper in consecutive issues on the following dates:
PUBLICATION DATES:
Sep. 14, 2024
NOTICE ID: 8TNtyzW4gge2QzBPtAiD
PUBLISHER ID: COL-IA-600956
NOTICE NAME: ordinance 5772
Publication Fee: $504.44
(Signed) ...)
pMilli�b�/��l DESTINY KESHAN JACKSON
VERIFICATION .;�aY
t � ��� Notary Public-State of Florida
IIIIII �_ Commission tl 1,1,7e
State of Florida +•"049,1 Expires on 5xwors 2,d._e
County of Duval " ra c
Subscribed in my presence and sworn to before me on this: 09/17/202A
Notary Public
Notarized remotely online using communication technology via Proof.
ordinance 5772 - Page 1 of 4
ORDINANCE NO.5772
AN ORDINANCE ESTABLISHING GRADES FOR THE F.Y.2024 SIDEWALK INSPECTION AND REPAIR PROGRAM—ZONE 3,
CONTRACT NO.1082 IN THE CITY OF WATERLOO,IOWA.
BE IT ORDAINED by the City Council of the City of Waterloo,Iowa:
SECTION 1.BASE OF LEVELS:Bench Marks.That the base of levels or bench marks establishing the grades of at paved streets
wtthin the corporate limits of the City of Waterloo,Iowa,shall be Indicated by permanent points from U.S.G.S.monuments at the
following locations:
USGS 1'Brass Plug Kimball(Center Headwall Culvert)&San Maman(8 200'East) 906.05
USGS Disk#38 1934 Hackett(500'NW along RR tracks)&Hackett(Post 46'SW or SW Rail) 849.85
USGS Disk*2 1933 4th W.(Set In post SW cor of bldg)&South 866,55
USGS Disk 18th'SW cor SW bridge)&18th(SW cor SW bridge) 847.08
USGS 635 Br.Cap 18th NE cor bridge over Cedar))&18th(NE car bridge over Cedar) 847.54
USGS*117 JSC 965 nsborot (West ROW)&Shaulis(301'S.of CI) 964.39
USGS Mon TT2 Wagner Rd.(8 N of Stoddard Mfg)&Wagner Rd 80'N of Stoddard Mfg) 861.10
USGS Mon Wagner Rd(NW cor bridge Sta.75+50 &Wagner Rd(NW cor bridge Sta.75+50 868,08
USGS Conc.Mon Wagner Rd(NW cor bride Sta.60+75)&Wagner Rd(NW cor bridge Sta.60+75) 869.55
USGS Mon 1610 Tammi Terrace(235 NW p1 NW Lot)&San Maman(NW pl NW Lot) 933.81
USGS eL-11 1933 Shaulls(36'North)&Section 9-89-13(46'E.E1/4 Cor) 861.35
USGS Brass Plug Nevada(End of flood wall)&Nevada(W.of National By-Prod) 849.74
All Bench Marks elevations are by mean sea level elevation.
Section 2.STREET GRADES.All grades established by this ordinance or that may be established hereafter,shall be calculated
from the bench marks established by Section One of this Ordinance and shall be calculated on the Centerline of the streets on
which they are established.
Section 3.GUTTERLINE GRADE.The gutterline grade of all streets with curbs and gutters shall be calculated at two percent(25s.)
slope below the Centerline grade,except in cases where,by reason of the natural slope and elevation of the ground.approved
methods of construction and benefits to abutting property,it to Impractical to maintain under the existing conditions,such as
elevation below the Centerline grade.
Section 4.SIDEWALK CRAr1F.The grade of all permanent sidewalks shall,unless some special grade be established by ord-
nance.conform to the established grade of that part of the street upon which they are located and shall be elevated above such
established gutterline grade one toot(1'),except r1 cases where.by reasons of the natural slope and elevation of the ground.
approved methods of construction,and benefits to abutting property,It is impractical to maintain under the existing conditions,such
an elevation above the established guttedine grade.
Section 5,G_RADES FOR STREF7 .The grades for streets and sidewalks have been calculated and shall be In one of three
divisions as follows:
DIVISION I—IMPROVED STREETS
(Street grades with existing ordinance number.)
BLOCKS STREET LOCATION LOCATION ORDIN. DATE VOL PAGE
500 2700 Ansborough Upton Ave. W.4th St. 4650 04/01/2004 2004 22481
Ave.
200 700 Bismark Ave. Knoll Ave. Dundee Ave. 3822 10/09;1991 298 310
100 400 Black Hawk Rd. Falls Ave. Downing Ave. 857 02291919 1 560
300 400 Black Hawk Rd. Fletcher 386.5'SWS of
Ave. Howrey Ave.
2901
900 900 Black Hawk Rd. 1000'east Ansbor- 2602 07,241974 4 731
ough Ave Ansbor-
ough Ave.
100 1200 Commercial St. W.-Mullen Ave. W.11th St. 3892 09/14ri992 303 173
3900 3900 Del Matra Rd. Fleur Dr. Aspen Dr. 4650 04/01/2004 2004 22481
1200 1200DoreenAve. Saaar Ave. Downing Ave. 4650 04/01/2004 2004 22481
1200 1200 Dorothy Dr. University Ave.Front- Downing Ave. 5193 04/02,2015 2015 15544
age Rd.
500 800 Dundee Ave. Upton Ave. Falls Ave. 2508 07/21/1969 4 555
1000 1300 Englewood Ave. Falls Ave. Downing Ave. 857 02/28/1919 1 560
1800 1800 Epping PI. Farrington Rd. Cul-de-sac 5193 04/02'2015 2015 15544
500 600 Evergreen Ave. Upton Ave. Bismark Ave. 3822 10109/1991 298 310
800 1200 Evergreen Ave. Downing Ave. 857 02'28'1919 1 560
190'south of Bismark
Ave.
400 2300 Fails Ave. Belmont Ave. Ansborough 1406 01/22/1934 2 367
Ave.
2400 2900 Falls Ave. Ansborough Ave. Hanna Blvd. 2505 07/21/1969 4 553
0 200 Fletcher Ave. Relocated 218 Joder St. 4650 04/01/2004 2004 22481
200 500 Hartman Ave. Knoll Ave. Evergreen 3822 10/09/1991 298 309
Ave.
100 400 Harwood Ave. 348.4'east of Knoll Magnolia Pwy. 3397 07/08'1985 262 836
Ave.
1200 1200 Howrey Ave. Janney Ave 451'south St. 3237
100 1000 Janney Ave. Falls Ave. Ansborough 857 022811919 1 560
Ave.
1200 1200 Julian Ave. Eleanor Dr. Downing Ave. 5193 04/02/2015 2015 15544
1000 2000 Kimball Ave. Forest Ave. Ridgeway Ave. 1012 07/23/1923 2 92
500 600 Kirkwood Ave. Upton Ave. Bismark Ave. 3822 10/09/1991 298 310
800 800 Knoll Ave. Rock Island Harwood 3295
Ave. Ave.
1000 1100 Knoll Ave. 541.5'north Janney Ave. 3361
of Janney
Ave.
1200 1200 Knot Ave. Janney Ave. University Ave. 5193 04/02'2015 2015 15544
1500 1600 Lark Ln. cul-de-sac Wren Rd. 3822 10/0911991 298 309
1700 1800 Lark Ln. Wren Rd. Scott Ave. 2970
600 600 Lunar Ln. Black Hawk Rd. Solar Dr. 3822 10,'0911991 298 312
500 500 Magnolia Pwy. Upton Ave. Stratford Ave. 2602 07/2711974 4 731
600 600 Magnolia Pwy. Bismark Ave. Stratford Ave. 2281 0813'1963 4 77
600 900 Magnolia Pay. Stratford Ave. Falls Ave. 2269 05/291963 4 60
1000 1300 Magnolia University Ave. 3361
Pwy.289.5'north of
Hartman Ave.
500 700 Maynard Ave. 333'east of 10/0911991 298 312
Kirkwood Ave.
473'west of
Kirkwood Ave.
3822
ordinance 5772 - Page 2 of 4
300 400 Norris CI. cul-de-sac 164'north 10/09'1991 298 309
of Field St.
3822
1400 1400 Oakcrest Dr cul-de-sac S.Hackett Rd. 3822 10199'1991 298 309
1500 1600 Oriole Ave. Black Hawk Rd. Wren Rd. 3822 10109/1991 298 310
3500 4000 Sager Ave. S.Hackett Rd. West City 2508 07/21/1969 4 555
Limits
1200 1200 Sheerer Ave. Sager Ave. Downing Ave. 5193 04'02/2015 2015 15544
1200 1200 Sheldon St. 660'north of Down- Downmg St. 2031 02/21/1956 3 565
Ing St.
600 700 Stratford Ave. Evergreen Ave. Dundee Ave. 3822 10109/1991 298 309
4000 4200 Suburban Dr. Foulk Rd. 1121.48'east
of Foulk Rd.
3022
2000 2100 Tilbury Rd. Mayfair St. Wembley Rd. 5193 04'02/2015 2015 15544
100 700 W.Ridgeway Ave. Kimball Ave. Prospect Blvd. 2212 04/18/1961 3 928
700 800 Wallgate Ave. Blsmark Ave. Harwood Ave. 2281 08/1311963 4 77
1000 1200 Walgate Ave. 316'north of University 3295
Hartman Ave. Ave.
1100 1900 Westfield Ave. Duryea St. Cleveland St. 1747 02/24/1948 2 972
1100 1200 Wren Rd. 600'north of Huntington 2765
Garden Ave. Rd.
200 200 Zachary Ct. cul-de-sac Maxine Ave. 3822 toms/1991 298 309
DIVISION II-IMPROVED STREETS
(Street grades established subject to Council approval.)
ASPEND8I.VE- gewogd Dc 0.600-Block) Centerline
Elevation
Sta.10+00 BOP 886.39
Sta.12+25.00 VPC 891.02
Sta.12+75.0O VPI 892.05
Sta.13+25.00 VPT 894.10
war r AVE-Katoski Dr.to Wren Rd.(2200-1700 Block) Centerline
Sta.11+44.87 VPI 877.58
Sta.13+10.00 VPI 873.80
Sta.15+83.00 VPI 880.25
Sta.17+20.00 VPI 875.50
Sta.18+00.00 VPI 874.60
Sta.20+85.00 VPI B62.40
Sta.28+60.00 VPI 878.35
Sta.35+17.44 VPI 865,80
r-.�i 0 Block) Centerline
Sta.5+25+00 VPI 866.75
Sta.10+25.00 VPI 861.35
Ste.12+00.00 VPI 859.30
Sta.18+50.00 VPI 854.00
Sta.20+00,00 VPI 855,25
Sta.22+25.00 VPI 854.30
Sta.26+20.00 VPI 855.90
Sta.29+10.76 VPI 854.72
FARRINGTON ROAD-Wembley Rd.to Westboume Rd.(300 Block)Centerline
Elevation
Ste.11+86.66 VPI 896 61
Sta.14+70.21 VPI 891.08
Sta.15+25.00 VPI 890.40
Sta.15+68.73 EOP 890.05
k} 8gib4200 Block) Centerline
Sta.25+07.43 VPI 897.94
Sta.26+39.73 EOP 898.60
me ik RD.-Tilbury Rd.to Farrington Rd.(1900 Block) Centerline
Sta.9+81.80 BOP 911.08
Sta.10+00.00 VPC 910.69
Sta.10+25.00 VPI 910.15
Ste.10+50.00 VPT 90$.72
Sta.12+20.00 VPC 899,01
Ste.13+20.00 VPI 893,30
Sta.14+20.00 VPT 892.39
Sta.14+32.46 EOP 892.28
MONTEREY DRIVE-Aspen Dr.to Edgewood Dr.(3800-3900 Block) Centerline
Elevation
Sta.10+00.00 BOP 910.05
Sta.12+75.00 VPC 902.11
Sta.13+25.00 VPI 900.65
Ste.13+75.00 VPT 898.72
Ste.14+25.00 VPC 896.80
Ste.15+00.00 VPI 893.65
Sta.15+75.00 VPT 892.24
Sta.15+88.70 EOP 891.98
RAINBOW DRIVE-Aspen Dr.to Edgewood Dr.(1100-1400 Block> Centerline
Elevation
Sta.10+00.00 BOP 910.05
Sta.12+75.00 VPC 902.11
Sta.13+25,00 VPI 900.65
Sta.13+75.00 VPT 898.72
Sta.14+25.00 VPC 896.80
Sta.15+00.00 VPI 893.65
Ste.15+75.00 VPT 892.24
Sta.15+88.70 EOP 891.98
SY'VAbVENUE-Dawning Ave.to University Ave.(1200 Block)Centerline
EMYSta.10+00.00 BOP 854.30
Sta.12+00.00 VPC 856.42
Ste.12+50.00 VPI 856.95
Sta,13+00.00 VPT 856.43
Sta.15+15.21 EOP 854 igiffinPLACE Ave to Cul-de-Sac(1100 Block) Centerline
I
ordinance 5772 - Page 3 of 4
Sta.10+00.00 BOP 932.14
Sta.10+32.50 VPC 932.42
Sta.10+70.00 VPI 932.75
Sta.11+07.50 VPT 931.41
Sta.11+71.20 VPI 929.13
Sta.12+51.76 EOP 926.99
AMITY AVE-Englewood Ave.to Knoll Ave.(1800 Block) Centerline
Sta.2530+00.00 VPT 854.68
Sta.2531+00.00 VPC 852.83
Sta.2534+00.00 VPT 849.31
ki686A300 Block) Centerline
Sta.2466+25.00 BOP 940.64
Sta.2471+85.00 VPI 934.54
NAY STREET-Tilbury Rd.to Farrington Rd.(1900 Block) Centerline
Sta.10+00.00 BOP 909.77
Sta.12+75.00 VPC 899.16
Sta.13+00.00 VPI 898.20
Sta.13+25.00 VPT 897.63
Sta.13+40.08 EOP 897.28
DIVISION III-UNIMPROVED STREETS
(Unimproved streets with sidewalk grades established subject to Council approval.)
KNOLL AVENUE-Bismark Ave.to Rock Island Ave.(700 Block) Centerline
Station
Centerline Bismark Ave 849.99
36'North of CL of Rock Island Ave 849.98
73'North of CL of Rock Island Ave 850.50
145'North of CL of Rock Island Ave 850.27
220'North of CL of Rock Island Ave 849.72
430'North of CL of Rock Island Ave 850.43
Centerline Bismark Ave 851.39
Passed and effective upon publication of this ordinance.
COL-IA-600956
ordinance 5772 - Page 4 of 4
THE COURIER Invoice
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