HomeMy WebLinkAbout5593-04.19.2021 (RECORDED) IIII II 0 lIl 010 III 0II 1011011 0IIhI II0 lII 0111 I III
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Black Hawk County Iowa
SANDIE L. SMITH RECORDER Fi"e2021-00027578
**RECORDER'S NOTE: RECORDED AS PRESENTED**
*Prepared 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 Kimball(Center Headwall Culvert) &San Marnan(@ 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 cor bridge over Cedar) 847.54
USGS#117 JSC 965 Ansborough(West ROW) &Shaulis(301'S.of Cl) 964.39
USGS Mon TT2 Wagner Rd.(80'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 bridge Sta. 60+75)&Wagner Rd(NW cor bridge Sta. 60+75) 869.55
USGS Mon 1610 Tammi Terrace(235'NW pl NW Lot) &San Marnan(NW pl NW Lot) 933.81
USGS#L-11 1933 Shaulis(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 (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 -
().) i
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 851.03
Sta. 10+75.00-VPI 848.48
Sta. 11+50.00-VPT 847.88
Sta. 12+00.00-VPI 848.13
Sta. 12+65.00-VPI 847.70
Sta. 13+65.00-VPI 848.33
Sta. 13+87.38-VPC 848.56
Sta. 14+17.38-Centerline Sycamore Street/VPI 848.70
Sta. 14+47.38-VPT 848.49
Sta. 14+76.11 -VPI 848.13
Sta. 17+20.00-VPC 846.81
Sta. 17+40.00-VPI 846.77
Sta. 17+60.00-VPT 846.86
Sta. 17+68.78-VPC 846.94
Sta. 17+98.78-Centerline Lafayette Street/VP! 847.43
Sta. 18+28.78-VPT 846.42
Sta. 18+36.11 -VPC 846.23
Sta. 18+61.11 -VPI 845.61
Sta. 18+86.11 -VPT 845.47
Sta.20+93.60-VPC 844.39
Sta.21+23.60-VPI 844.40
Sta.21+53.60-VPT 844.77
Sta.21+77.78= 1+99.70-Centerline Mulberry Street/VPI 845.22
Sta.2+25.50-VPI 845.08
Sta.5+10.35-VPI 846.85
Sta.5+80.80= 10+24.5-Centerline Franklin Street 847.20
Sta. 10+70.73-VPI 847.31
Sta. 11+46.50-VPI 846.97
Sta. 13+83.75-VPI 848.37
Sta. 14+96.45= 10+86.01 848.56
Sta. 11+91.23-VPI 848.70
Sta. 14+15.70-centerline Lime Street 849.31
Sta. 17+90.22-centerline Pine Street 850.42
Sta.21+79.40-centerline Almond Street 851.57
Sta.25+44.05-centerline Argyle Street 851.79
Sta.28+84.02-centerline Saxon Street(vac.) 851.49
Sta.32+49.73-centerline Dane Street/VPC 851.34
Sta.32+74.73-VPI 851.70
Sta.32+99.73-VPT 852.28
Sta.33+08.28-VPC 852.51
Sta.33+33.28-VPI 853.08
Sta.33+58.28-VPT 853.41
Sta.33+59.14-VPI 853.42
Sta.34+04.80-VPI 853.15
Sta.34+15.77-VPC 852.96
Sta. 34+28.27-VPI 852.70
Sta.34+40.77-VPT 852.37
Sta.34+53.70-VPC 851.97
Sta.34+78.70-VPI 851.33
Sta. 35+03.70= 18+08.50-centerline Sumner Street/VPT 850.92
Sta. 14+84.10-VPI 848.82
Sta. 14+37.00-centerline Cottage Street 849.47
Sta. 13+85.00-VPI 848.79
Sta. 11+90.50-VPI 849.77
Sta. 11+20.00-VPI 849.41
Sta. 10+95.40-VPI 849.54
Sta. 10+59.90-centerline Adams Street 850.38
Sta.9+70.00-VPI 849.93
Sta. 8+85.00-VPI 850.36
Sta.7+88.00-VPI 849.87
Sta.7+12.80-centerline Webster Street 850.25
Sta.6+12.40-VPI 849.69
Sta.3+70.00-centerline Quincy Street 850.89
Sta.3+40.00-WI 850.74
Sta.3+00.00-VPI 850.29
Sta.0+29.00-centerline Newell Street 851.65
- 3-
SAXON STREET-E.Mullan Avenue to Iowa Street
1300-400 Block) Centerline Elevation
Sta.3+17.50-west end of Pavement 849.75
Sta.3+50.00-VPI 849.55
Sta.4+03.27-PTR 849.15
Sta.4+38.77-centerline Clay Street 849.09
Sta.4+74.27-PTR 849.26
Sta.4+98.89-VPI 849.39
Sta.6+42.36-VPI 848.66
Sta. 8+34.93-PTR 849.63
Sta. 8+70.43-centerline Iowa Street 849.79
SYCAMORE STREET-Northwest End of Pavement to E.411'Street
(00-500 Block) Centerline Elevation
Sta.0+85.00-Center Cul-de-sac 847.14
Sta.0+95.00-VPC 847.25
Sta. 1+20.00-VPI 847.34
Sta. 1+45.00-VPT 847.18
Sta. 1+59.11 -VPI 846.97
Sta.2+50.00-VPI 845.52
Sta.3+00.00-VPI 844.97
Sta.3+17.60-VPI 844.88
Sta.3+55.60-centerline Thompson Avenue/VPI 845.08
Sta.4+25.00-VPI 844.73
Sta.5+20.00-VPI 845.21
Sta.6+51.00-VPI 844.38
Sta.6+76.00-VPI 844.58
Sta.7+18.73-centerline E.Mu11an Avenue/VPI 845.22
Sta.7+67.20-VPI 844.70
Sta. 10+00.00-VPI 842.80
Sta. 10+29.50= 1326+60.00-VPI 843.57
Sta. 1326+94.11 -VPI 843.39
Sta. 1327+10.41 -west gutterline E. 15t Street 843.54
Sta. 1327+51.41 =0+58.32-east gutterline E. 1'Street 843.54
Sta.0+76.16-VPI 842.97
Sta.3+00.00-VPI 844.09
Sta.3+49.61 -VPC 843.84
Sta.3+69.61 -VPI 843.64
Sta. 3+89.61-VPT 844.03
Sta.3+97.61 -VPC 844.15
Sta.4+17.61 -centerline E.2nd Street/VPI 844.34
Sta.4+37.61 -VPT 844.32
Sta. 5+25.00-VPI 843.90
Sta.6+38.58-VPI 844.47
Sta.6+96.16-VPI 844.18
Sta.7+43.16-VPI 844.42
Sta.7+76.16-VPC 844.61
Sta. 7+96.16-centerline E.3"'Street 844.71
Sta. 8+16.16-VPT 844.66
Sta. 8+29.16-VPC 844.58
Sta. 8+49.16-VPI 844.61
Sta. 8+69.16-VPT 944.67
Sta. 11+18.30=99+06.21 -VPI 846.23
Sta.99+58.04-centerline E.Park Avenue 846.48
Sta. 100+09.54-VPI 846.48
Sta. 100+75.00-VPI 847.05
Sta. 102+00.00-VPI 847.93
Sta. 102+93.91 -meet existing 848.40
INTRODUCED: April 19, 2021
PASSED 1st CONSIDERATION: April 19, 2021
PASSED 2nd CONSIDERATION: April 19, 2021
PASSED 3`d CONSIDERATION: April 19, 2021
PASSED AND ADOPTED this 19th day of April 2021.
-4-
Gve i 4;,i Quentin Hart, Mayor
ATTEST:
-3G,911/1111 &Veil
LeAnn M. Even, CMC, IaCMC
Deputy City Clerk
CERTIFICATE
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.
Witness my hand and seal of office this 19th day of April 2021.
& sive,/ rrtI
LeAnn M. Even, CMC, IaCMC
Deputy City Clerk
SEAL
11.
-5-
*** Proof of Publication ***
Courier Communications
100 East 4th Street, Waterloo, Iowa 50703
Black Hawk County
I do solemnly swear that the annexed copy of notice was published in
the WATERLOO/CEDAR FALLS COURIER, a daily newspaper
printed in WATERLOO, Black Hawk County, Iowa, and that the
annexed rate of advertising is the regular legal rate of said
newspaper, and that the following is a correct bill for publishing said
notice.
Waterloo, City of- Legals
715 MULBERRY ST.
WATERLOO IA 50703
OR ER NUMBER 197861
A&h
Signed
Subscribed and sworn to before me thiaplay of (V , 20(Q1.
A/Y
Notary Pub.cf
Received of
the sum of Dollars in full
for publication of the above invoice.
Notary Seal: ,-•" JODI E MCKINSTRY
«
*
,,_, COMM SIO NO.782413
MY f... 4 $
IRES
Section: Legals
Category: 950 Legal Notice
PUBLISHED ON: 05/10/2021
TOTAL AD COST: 180.07
FILED ON: 5/20/2021
*** goof of Publication *
ORDINANCE NO.5593
AN ORDINANCE ESTABLISHING
GRADES FOR THE F.Y. 2021 SIDE-
WALK INSPECTION AND REPAIR PRO-
GRAM—ZONE 10, CONTRACT NO.
1018, IN THE CITY OF WATERLOO,
IOWA.
BE IT ORDAINED BY THE CITY
COUNCIL OF THE CITY OF WATER-
LOO,IOWA AS FOLLOWS:
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
Kimball(Center Headwall Culvert)
&San Marnan(@ 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 cor bridge over Cedar)847.54
USGS#117 JSC 965
Ansborough(West ROW)
&Shaulis(301'S.of CI) 964.39
USGS Mon TT2
Wagner Rd.(80'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 bridge Sta.60+75)
&Wagner Rd(NW cor bridge Sta.60+75)
869.55
USGS Mon 1610
Tammi Terrace(235'NW pl NW Lot)
&San Maman(NW pl NW Lot) 933.81
USGS#L-11 1933
Shaulis(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 calcula-
ted 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 construc-
tion,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:
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 1010/1999 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.Mullen Ave.-E.4th St.
4388 10/10/1999 336 361
Ankeny St.-Newell St-Adams St.
2272 06/18/1963 4 63
Argyle St.-Oak St.-E.4th St.
*** Proof of Publication ***
4S21t4 1V'1U I:" 'SJb Sb1
Bratnober SL-Bros::-. Si-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
Chestnut St.-Utica St.-dead end east of
Clay 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 PI.-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
Harrison St:Dead end E of Logan
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
l Rainbow Dr.-Hanna Blvd.-west city limits
3822 10/09/1991 298 311
Saxon St.-dead end west of Clay 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
Wendell Ct.-Webster SL-178' north of
Quincy St.
2272 06/18/1963 4 63
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 851.03
Sta.10+75.00-VPI 848.48
Sta.11+50.00-VPT 847.88
Sta.12+00.00-VPI 848.13
Sta.12+65.00-VPI 847.70
Sta.13+65.00-VPI 848.33
Sta.13+87.38-VPC 848.56
Sta.14+17.38-
Centerline Sycamore Street/VPI 848.70
Sta.14+47.38-VPT 848.49
Sta.14+76.11-VPI 848.13
Sta.17+20.00-VPC 846.81
Sta.17+40.00-VPI 846.77
Sta.17+60.00-VPT 846.86
Sta.17+68.78-VPC 846.94
Sta.17+98.78-
Centerline Lafayette Street;VPI 847.43
Sta.18+28.78-VPT 846.42
Sta.18+36.11-VPC 846.23
Sta.18+61.11-VPI 845.61
Sta.18+86.11-VPT 845.47
Sta.20+93.60-VPC 844.39
Sta.21+23.60-VPI 844.40
Sta.21+53.60-VPT 844.77
Sta.21+77.78=1+99.70-
Centerline Mulberry Street/VPI 845.22
Sta.2+25.50-VPI 845.08
Sta.5+10.35-VPI 846.85
Sta.5+80.80=10+24.5-
Centerline Franklin Street 847.20
Sta.10+70.73-VPI 847.31
Sta.11+46.50-VPI 846.97
Sta.13+83.75-VPI 848.37
Sta.14+96.45=10+86.01 848.56
Sta.11+91.23-VPI 848.70
Sta.14+15.70-
centerline Lime Street 849.31
Sta.17+90-22-
*** Proof of Publication ***
•;I c P 1250.42
Sta 21-79.40-
centerline Almond Street 851.57
Sta.25+44.05-
centerline Argyle Street 851.79
Sta.28+84.02-
centerline Saxon Street(vac.) 851.49
Ste.32+49.73-
centerline Dane Street/VPC 851.34
Sta.32+74.73-VPI 851.70
Sta.32+99.73-VPT 852.28
Sta.33+08.28-VPC 852.51
Sta.33+33.28-VPI 853.08
Sta.33+58.28-VPT 853.41
Sta.33+59.14-VPI 853.42
Sta.34+04.80-VPI 853.15
Sta.34+15.77-VPC 852.96
Sta.34+28.27-VPI 852.70
Sta.34+40.77-VPT 852.37
Sta.34+53.70-VPC 851.97
Ste.34+78.70-VPI 851.33
Sta.35+03.70=18+08.50-
centerline Sumner Street/VPT 850.92
Sta.14+84.10-VPI 848.82
Sta.14+37.00-
centerline Cottage Street 849.47
Sta.13+85.00-VPI 848.79
Sta.11+90.50-VPI 849.77
Sta.11+20.00-VPI 849.41
Sta.10+95.40-VPI 849.54
Sta.10+59.90-
centerline Adams Street 850.38
Sta.9+70.00-VPI 849.93
Sta.8+85.00-VPI 850.36
Sta.7+88.00-VPI 849.87
Sta.7+12.80-
centerline Webster Street 850.25
Sta.6+12.40-VPI 849.69
Sta.3+70.00-
centerline Quincy Street 850.89
Sta.3+40.00-Vet 850.74
Sta.3+00.00-VPI 850.29
Sta.0+29.00-
centerline Newell Street 851.65
SAXON STREET-E.Mullan Avenue to
Iowa Street
(300-400 Block) Centerline Elevation
Sta.3+17.50-
west end of Pavement 849.75
Sta.3+50.00-VPI 849.55
Sta.4+03.27-PTR 849.15
Sta.4+38.77-
centerline Clay Street 849.09
Sta.4+74.27-PTR 849.26
Sta.4+98.89-VPI 849.39
Sta.6+42.36-VPI 848.66
Ste.8+34.93-PTR 849.63
! Sta.8+70.43-
centerline Iowa Street 849.79
SYCAMORE STREET-
Northwest End of Pavement to E. 4th
Street
(00-500 Block) Centerline Elevation
Ste.0+85.00-
Center Cul-de-sac 847.14
Sta.0+95.00-VPC 847.25
Ste.1+20.00-VPI 847.34
Sta.1+45.00-VPT 847.18
Sta.1+59.11-VPI 846.97
Sta.2+50.00-VPI 845.52
Sta.3+00.00-VPI 844.97
Sta.3+17.60-VPI 844.88
Sta.3+55.60-
centerline Thompson Avenue/VPI845.08
Sta.4+25.00-VPI 844.73
Sta.5+20.00-VPI 845.21
Sta.6+51.00-VPI 844.38
Ste.6+76.00-VPI 844.58
Sta.7+18.73-
centerline E.Mullan Avenue/vet 845.22
Sta.7+67.20-VPI 844.70
Sta.1 0+00.00-VPI 842.80
Sta.10+29.50=1326+60.00-VPI 843.57
Sta.1326+94.11-Vet 843.39
Sta.1327+10.41-
west gutterline E.1st Street 843.54
Sta.1327+51.41=0+58.32-
east gutterline E.1st Street 843.54
Sta.0+76.16-VPI 842.97
Sta.3+00.00-VPI 844.09
Sta.3+49.61-VPC 843.84
Ste.3+69.61-VPI 843.64
Sta.3+89.61-VPT 844.03
Sta.3+97.61-VPC 844.15
Sta.4+17.61-
centerline E.2nd Street/VPI 844.34
Sta.4+37.61-VPT 844.32
Ste.5+25.00-VPI 843.90
Sta.6+38.58-VPI 844.47
Sta.6+96.16-VPI 844.18
Sta.7+43.16-Vet 844.42
Sta.7+76.16-VPC 844.61
Sta.7+96.16-
centerline E.3rd Street 844.71
Ste.8+16.16-VPT 844.66
Sta.8+29.16-VPC 844.58
Sta.8+49.16-VPI 844.61
Sta.8+69.16-VPT 944.67
Sta.11+18.30=99+06.21-VPI 846.23
Sta.99+58.04-
centerline E.Park Avenue 846.48
Sta.100+09.54-VPI 846.48
Sta.100+75.00-VPI 847.05
Sta.102+00.00-VPI 847.93
Ste.102+93.91-meet existing 848.40
PASSED AND ADOPTED
this 15th day of April 2021.
Quentin Hart,Mayor
*** Proof of Publication ***
Deputy C y Clerkr �.�I