HomeMy WebLinkAbout5593-04.19.2021Prepared by LeAnn M. Even Deputy Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703,
(319) 291-4323.
ORDINANCE NO. 5593
AN ORDINANCE ESTABLISHING GRADES FOR THE
F.Y. 2019 SIDEWALK INSPECTION AND REPAIR
PROGRAM —ZONE 10, CONTRACT NO. 1018, 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 all paved streets within 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
USGS Disk #38 1934
USGS Disk #2 1933
USGS Disk
USGS 635 Br. Cap
USGS #117 JSC 965
USGS Mon TT2
USGS Mon
USGS Conc. Mon
USGS Mon 1610
USGS #L-11 1933
USGS Brass Plug
Kimball (Center Headwall Culvert) & San Marnan (@ 200' East)
Hackett (500' NW along RR tracks) & Hackett (Post 46' SW or SW Rail)
4th W. (Set in post SW cor of bldg) & South
18th (SW cor SW bridge) & 18th (SW cor SW bridge)
18th (NE cor bridge over Cedar) & 18th (NE cor bridge over Cedar)
Ansborough (West ROW) & Shaulis (301' S. of Cl)
Wagner Rd. (80' N of Stoddard Mfg) & Wagner Rd (80' N of Stoddard Mfg)
Wagner Rd (NW cor bridge Sta. 75+50) & Wagner Rd (NW cor bridge Sta. 75+50)
Wagner Rd (NW cor bridge Sta. 60+75)& Wagner Rd (NW cor bridge Sta. 60+75)
Tammi Terrace (235' NW pl NW Lot) & San Marnan (NW pl NW Lot)
Shaulis (36' North) & Section 9-89-13 (46' E. E1/4 Cor)
Nevada (End of flood wall) & Nevada (W. of National By -Prod)
All Bench Marks elevations are by mean sea level elevation.
906.05
849.85
866.55
847.08
847.54
964.39
861.10
868.08
869.55
933.81
861.35
849.74
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 (2%) 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 is impractical to maintain under the existing conditions, such as elevation below the Centerline
grade.
Section 4. SIDEWALK GRADE. The grade of all permanent sidewalks shall, unless some special
grade be established by ordinance, 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 foot (1'), except in 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 gutterline grade.
Section 5. GRADES FOR STREETS. The grades for streets and sidewalks have been calculated and
shall be in one of three divisions as follows:
-1-
DIVISION I -- IMPROVED STREETS
(Street grades with existing ordinance number.)
STREET FROM TO ORD # DATE VOL PAGE
E. 1st St. Cedar River bridge Franklin St. 4388 10/10/1999 336 376
E. 2nd St. Sycamore St. Walnut St. 4388 10/10/1999 336 374
E. 3rd St. SW of Sycamore St. Walnut St. 4388 10/10/1999 336 374
Adams St. E. 4th St. Beech St. 2602 07/24/1974 4 731
Adams St. E. 4th St. Ankeny St. 2272 06/18/1963 4 63
Almond St. E. Mullan Ave. E. 4th St. 4388 10/10/1999 336 361
STREET FROM TO ORD # DATE VOL PAGE
Ankeny St. Newell St. Adams St. 2272 06/18/1963 4 63
Argyle St. Oak St. E. 4th St. 4388 10/10/1999 336 361
Bratnober St. Broadway St. Lincoln St. 4388 10/10/1999 336 363
Broadway St. Cedar Bend St. Oak Ave. 4388 10/10/1999 336 363
Center St. Columbia St. Logan Ave. 4388 10/10/1999 336 366
Center St. Broadway St. Columbia St. 5023 04/09/2013 2013 20988
dead end east of Clay
Chestnut St. Utica St. St. 4388 10/10/1999 336 366
Clay St. Almond St. Walnut St. 4314 07/27/1998 332 804
Clay St. Dane St. Almond St. 4388 10/10/1999 336 366
Columbia St. Park Rd. Conger St. 4388 10/10/1999 336 375
Conger St. Broadway St. Mullan Ave. 4388 10/10/1999 336 367
Cresent Pl. Columbia St. Lincoln St. 4388 10/10/1999 336 367
Dane St. Logan Ave. E. 4th St. 4388 10/10/1999 336 367
Edwards St. Utica St. Logan Ave. 4388 10/12/1999 336 367
Edwards St. Broadway St. Utica St. 4388 10/11/1999 336 367
Franklin St. Oak Ave. E. 6th St. 4388 10/10/1999 336 368
Dead end E of Logan
Harrison St. Ave. Oak Ave. 4388 10/10/1999 336 369
Iowa St. Dane St. Almond St. 4388 10/10/1999 336 369
Lafayette St. Oak Ave. E. 4th St. 4388 10/10/1999 336 370
Lime St. High St. Walnut St. 4314 07/27/1998 332 804
Lincoln St. Logan Ave. Conger St. 4388 10/10/1999 336 370
Logan Ave. Franklin St. Conger St. 4388 10/10/1999 336 370
Mulberry St. Broadway St. E. 4th St. 4388 10/10/1999 336 371
Oak Ave. Lafayette St. Harrison St. 4388 10/10/1999 336 372
E. Park Ave. Cedar River bridge Walnut St. 4388 10/10/1999 336 372
Park Rd. St. Albans St. Harrison St. 5023 04/09/2013 2013 20988
Quincy St. E. 4th St. Wendell Ct. 2272 06/18/1963 4 63
Rainbow Dr. Hanna Blvd. west city limits 3822 10/09/1991 298 311
dead end west of Clay
Saxon St. St. Iowa St. 4388 10/10/1999 336 373
St . Albans St. Lincoln St. Park Rd. 4388 10/10/1999 336 373
Sycamore St. Thompson St. E. 4th St. 4388 10/10/1999 336 374
Thompson St. Franklin St. Sycamore St. 4388 10/10/1999 336 375
Walnut St. Clay St. Iowa St. 4314 07/27/1998 332 801
Walnut St. Iowa St. S. Barclay St. 4139 11/29/1995 319 515
Webster St. E. 4th St. Wendell Ct. 2272 06/18/1963 4 63
178' north of Quincy
Wendell Ct. Webster St. St. 2272 06/18/1963 4 63
-2-
DIVISION II -- IMPROVED STREETS
(Street grades established subject to Council approval.)
E. 4TH STREET - Cedar River to Newell Street
(00-1600 Block) Centerline Elevation
Sta. 10+00.00 - End of Bridge Approach / VPC
Sta. 10+75.00 - VPI
Sta. 11+50.00 - VPT
Sta. 12+00.00 - VPI
Sta. 12+65.00 - VPI
Sta. 13+65.00 - VPI
Sta. 13+87.38 - VPC
Sta. 14+17.38 - Centerline Sycamore Street / VPI
Sta. 14+47.38 - VPT
Sta. 14+76.11 - VPI
Sta. 17+20.00 - VPC
Sta. 17+40.00 - VPI
Sta. 17+60.00 - VPT
Sta. 17+68.78 - VPC
Sta. 17+98.78 - Centerline Lafayette Street / VPI
Sta. 18+28.78 - VPT
Sta. 18+36.11 - VPC
Sta. 18+61.11 - VPI
Sta. 18+86.11 - VPT
Sta. 20+93.60 - VPC
Sta. 21+23.60 - VPI
Sta. 21+53.60 - VPT
Sta. 21+77.78 = 1+99.70 - Centerline Mulberry Street / VPI
Sta. 2+25.50 - VPI
Sta. 5+10.35 - VPI
Sta. 5+80.80 = 10+24.5 - Centerline Franklin Street
Sta. 10+70.73 - VPI
Sta. 11+46.50 - VPI
Sta. 13+83.75 - VPI
Sta. 14+96.45 = 10+86.01
Sta. 11+91.23 - VPI
Sta. 14+15.70 - centerline Lime Street
Sta. 17+90.22 - centerline Pine Street
Sta. 21+79.40 - centerline Almond Street
Sta. 25+44.05 - centerline Argyle Street
Sta. 28+84.02 - centerline Saxon Street (vac.)
Sta. 32+49.73 - centerline Dane Street / VPC
Sta. 32+74.73 - VPI
Sta. 32+99.73 - VPT
Sta. 33+08.28 - VPC
Sta. 33+33.28 - VPI
Sta. 33+58.28 - VPT
Sta. 33+59.14 - VPI
Sta. 34+04.80 - VPI
Sta. 34+15.77 - VPC
Sta. 34+28.27 - VPI
Sta. 34+40.77 - VPT
Sta. 34+53.70 - VPC
Sta. 34+78.70 - VPI
Sta. 35+03.70 = 18+08.50 - centerline Sumner Street / VPT
Sta. 14+84.10 - VPI
Sta. 14+37.00 - centerline Cottage Street
Sta. 13+85.00 - VPI
Sta. 11+90.50 - VPI
Sta. 11+20.00 - VPI
Sta. 10+95.40 - VPI
Sta. 10+59.90 - centerline Adams Street
Sta. 9+70.00 - VPI
Sta. 8+85.00 - VPI
Sta. 7+88.00 - VPI
Sta. 7+12.80 - centerline Webster Street
Sta. 6+12.40 - VPI
Sta. 3+70.00 - centerline Quincy Street
Sta. 3+40.00 - VPI
Sta. 3+00.00 - VPI
Sta. 0+29.00 - centerline Newell Street
851.03
848.48
847.88
848.13
847.70
848.33
848.56
848.70
848.49
848.13
846.81
846.77
846.86
846.94
847.43
846.42
846.23
845.61
845.47
844.39
844.40
844.77
845.22
845.08
846.85
847.20
847.31
846.97
848.37
848.56
848.70
849.31
850.42
851.57
851.79
851.49
851.34
851.70
852.28
852.51
853.08
853.41
853.42
853.15
852.96
852.70
852.37
851.97
851.33
850.92
848.82
849.47
848.79
849.77
849.41
849.54
850.38
849.93
850.36
849.87
850.25
849.69
850.89
850.74
850.29
851.65
-3-
SAXON STREET - E. Mullan Avenue to Iowa Street
(300-400 Block) Centerline Elevation
Sta. 3+17.50 - west end of Pavement
Sta. 3+50.00 - VPI
Sta. 4+03.27 - PTR
Sta. 4+38.77 - centerline Clay Street
Sta. 4+74.27 - PTR
Sta. 4+98.89 - VPI
Sta. 6+42.36 - VPI
Sta. 8+34.93 - PTR
Sta. 8+70.43 - centerline Iowa Street
849.75
849.55
849.15
849.09
849.26
849.39
848.66
849.63
849.79
SYCAMORE STREET - Northwest End of Pavement to E. 4th Street
(00-500 Block) Centerline Elevation
Sta. 0+85.00 - Center Cul-de-sac
Sta. 0+95.00 - VPC
Sta. 1+20.00 - VPI
Sta. 1+45.00 - VPT
Sta. 1+59.11 -VPI
Sta. 2+50.00 - VPI
Sta. 3+00.00 - VPI
Sta. 3+17.60 -VPI
Sta. 3+55.60 - centerline Thompson Avenue / VPI
Sta. 4+25.00 - VPI
Sta. 5+20.00 - VPI
Sta. 6+51.00 - VPI
Sta. 6+76.00 - VPI
Sta. 7+18.73 - centerline E. Mullan Avenue / VPI
Sta. 7+67.20 - VPI
Sta. 10+00.00 - VPI
Sta. 10+29.50 = 1326+60.00 - VPI
Sta. 1326+94.11 - VPI
Sta. 1327+10.41 - west gutterline E. 1St Street
Sta. 1327+51.41 = 0+58.32 - east gutterline E. 1St Street
Sta. 0+76.16 - VPI
Sta. 3+00.00 - VPI
Sta. 3+49.61 - VPC
Sta. 3+69.61 - VPI
Sta. 3+89.61 - VPT
Sta. 3+97.61 - VPC
Sta. 4+17.61 - centerline E. 2nd Street / VPI
Sta. 4+37.61 - VPT
Sta. 5+25.00 - VPI
Sta. 6+38.58 - VPI
Sta. 6+96.16 - VPI
Sta. 7+43.16 - VPI
Sta. 7+76.16 - VPC
Sta. 7+96.16 - centerline E. 3rd Street
Sta. 8+16.16 - VPT
Sta. 8+29.16 - VPC
Sta. 8+49.16 - VPI
Sta. 8+69.16 - VPT
Sta. 11+18.30 = 99+06.21 - VPI
Sta. 99+58.04 - centerline E. Park Avenue
Sta. 100+09.54 - VPI
Sta. 100+75.00 - VPI
Sta. 102+00.00 - VPI
Sta. 102+93.91 - meet existing
INTRODUCED: April 19, 2021
PASSED 1st CONSIDERATION: April 19, 2021
PASSED 2nd CONSIDERATION: April 19, 2021
PASSED 3rd CONSIDERATION: April 19, 2021
PASSED AND ADOPTED this 19th day of April 2021.
847.14
847.25
847.34
847.18
846.97
845.52
844.97
844.88
845.08
844.73
845.21
844.38
844.58
845.22
844.70
842.80
843.57
843.39
843.54
843.54
842.97
844.09
843.84
843.64
844.03
844.15
844.34
844.32
843.90
844.47
844.18
844.42
844.61
844.71
844.66
844.58
844.61
944.67
846.23
846.48
846.48
847.05
847.93
848.40
-4-
ATTEST:
LeAnn M. Even, CMC, IaCMC
Deputy City Clerk
CERTIFICATE
G2,.2/I.4-i/1 r I c.r"T
Quentin Hart, Mayor
I, LeAnn M. Even, Deputy City Clerk of the City of Waterloo, Iowa, do hereby certify that
the preceding is a true and complete copy of Ordinance No. 5593 as passed and adopted by the City
Council of the City of Waterloo, Iowa, on the 19th day of April 2021.
SEAL
Witness my hand and seal of office this 19th day of April 2021.
LeAnn M. Even, CMC, IaCMC
Deputy City Clerk
-5-