HomeMy WebLinkAboutOrdinance No. 5795-05.19.2025 THE COURIER 11-1voice
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Notice Nairn&:Ordinance INo.5795
Order, %Fnbeir:COIL.. 11A 602386
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THE COURIER
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Wateiii Cedar 11::::41lls Couiii
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(31.9)291-1.400
State of IlyenrurJersey, Couinty of 13u i Ing loin,ss:
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is a duly authorized siiginatoiry of Coliumin Software, FIE:3C, duly
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Fonalls, fair line County of IBlaack 11 iwAlk, In Che state of Ilowa, that tihis
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AM. '.1.0, 2025
NOI IIICII:..:..:, 111'.X: clindOCLAIFQYeWcl..Gli..)7iiir)lIiiiilI
11DU11:3111 11S11 111:X: 0011 1A 602386
NOIIIICII:..:..: 11i Ordinance If 5795
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................................................................................................................................................................................
LIZA ORTIZ
NOTARY PUBLIC
11101114 STATE OF NEW JERSEY
My Commission Expires November 27,2028
SUMe of New,3eirsey
County of 13i.jirlkingtoin
&..flbscirbed In irrny Ilaresenoe aind sworin to Ibefoire me oin fli-iiis: 06/12/202
................................................................................................................................................................................................................
Notary IPUlblliio
Notarized remotely online using communication technology via Proof.
0irdinaince INo. 5795 ... I1:::)age 10f 6
Ordinance No.5795
ORDINANCE NO.5795
AN ordinance ESTABLISHING GRADES FOR THE FY 2025 SIDEWALK INSPECTION AND REPAIR PROGRAM—ZONE 4,
CONTRACT NO.I 11 1.IN THE CITY OF WATERLOO IOWA.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WATERLOO,IOWA As FOLLOWS:SECTION 1,BASE OF LEV-
ELS:Bench Marks.That the base of levals or bench marks establishing the quades of all pavedstreets within the uorljorate limits
of the City of Waterloo,Iowa,shall be Indicated by permanent points from U.S.G,S.monuments at the following locations:
USGS V Brass Plug Kimball(Center Headwall Culvert)&San Marrian(0 200'East)906.05
USGS Disk 438 1914 Hackett(SOO'NW along FIR tracks)&Hackett(Post 46'SW or SW Rall)P49,85
USGS Disk#2 19,n 4th W.(Get in post,SW cor of Iscig &South 866,55
IJSGS Disk 18th(SW car SW bridge)&18th( bridge)847.08
USGS 635 81,Ca�j 18th INS cor brjd�e over cedar)&1 8th PE cor bridge over Cedar)1347.EA
USGS#117, 65 Ansborough(V 0 l'S.of C)964.39
USGS Mon TT2 Waf.�ei Rd,(80'N of Stciddard rvItch&Wagner Rd(80'N of Stoddard Mfg)861,10
USGSalonWagner' d(NW cor bridge Sta.75+56�&Wagnpr Rd(NW car bridge Sta.7,450)968.08
USGS Conc.Mon Wagner no(NW car bridge Sta.60+75)&Wagner nd�NW cor bridge Ste,60+75y 869,55
n
USGS Mon 1610 Tarnml Teac,e(235 NW pI NW Lot)&3Id ari ( pl NW Lot)-933,81
43331
USGS 4L-11 1933Shaulhs316'1,10111b)&Section 9-89-13 46'E.E1/4 Car)861,35
USGS Brass Plug Nerved (End of flood wall)&Nof National By-Prod)e49,74
All Banch 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
w1hich they are ersil
SECTION 3.GUTTERLINE GRADE.The gufferline grade of all streets with curbs and guttem shall be calculated at two Percent
(2%.)slope below the Centerline grace,except in cases where,by reason of the natural slope and elevation of the groui id,ap-
proved 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 penranpird sidewalks shall,unless some special grids.,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 pUtterline grade cine foot(fl,except In cases Wwre,lb�reasons of the natural slope and elevation of the ground,
approved rneli of cons ruction,and benefits to abutting P is linpiactical to maintain under the existing conditions,
such an elevation above the established gri grace.
SECTION 5.GRADES FOR STREETS The grades for fi,eb,and sidewalks haw;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
1400 1500 Black Hawk'it W W.14111 St 4650 04/01/21004 2004 22481
300 400 Commercial St W W.Park St 3892 OW1411992 303 1773
1400 1800 Commercial St W W.17th St 2598 06,2921972 727 4
1100 1100 Grant Ave W 9th St 407 02105/1912 D 211
1300 1400 Erant Ave Linwood Ave 407 02105P1 912 D 211
300 300 Highland Blvd Vino St 4314 077128/1999 392 804
400 400 JR erson St W W.Park St 1307 08,120/1928 2 242
3rd
St.
600 700 Jefferson St W W.6fli St 1307 08/210/1928 2 242
4th
St.
100 200 Linwood Ave South St, 3892 091141992 303 1773
800 1000 Randolph St. W W.9th St 407 02/05/1912 D 211
6th
St.
300 300 W.I Oth St, ,lefferson St. 407 02,105/1912 D 211
100 100 W 18th St Black Hawk'it 1367 09117/1931 2 320
1100 1100 Wellington St. VV Rai idolish St. 407 02/051912 D 211
9th
St.
800 900 Williston Ave W W.Sth St 4744 03F30/2005 2005 22311
6th
St.
1100 1400 Williston Ave W Linwood Ave, 4038 0£02/1994 313 34
9th
St,
1600 1600 Williston Ave W Oregon St. 1367 OWI 711931 2 320
100 100 W.6th St, Cedar River 5144 04/09/2013 203 20995
300 300 W.9th St. Jefferson St. 407 02/0511912 D 211
1100 1300 Randolph St. W W.9th St 407 02/05/1912 D 211
Pith
St.
600 700 W.11th St, South St. 4744 0,1130/2005 2005 22311
DIVISION 11—IMPROVED STREETS
(Street grades established subject to Council approval.)
SOUTH ST—W.7th St.to W.12th St. CENTERLINE ELEVATION
(0-00-1300 Mock)
(.)irdinaince �No. 5791. 1 age 2 of 6
ata.00+00M VPI 857.40
Sta.00+25.00 VPT 85255
Sta,00+36.50 PTR 857,62
Sta.00+43.60 VPI 857.65
Sta,01+93,60 VPI 86030
Sta.03+43.60 VPI 86325
Sta,03+47.30 PTR 863,33
Sta.03+8'.3.00 VPI 864.224
Sta,04+18.30 PTR 864.56
Sta.04+18.60 VPI 864,65
Sta,04+93.60 VPI 866.12
Sta.05+93.60 PTH R 87230
Sta,06+93.60 VPI 875A0
Sta.07+43.60 PTR 877,40
Sta,07+63.90 PTR 878,55
Sta.07+93.60 VPI 879,70
Sta.08+13.70 PTR 980.35
Sta.06+20.80 PTR 880,96
Sta.08+43.60 HPI 88131
r'ta.08+79.80 VPI 882,91
Sta.09+29.80 VP1 884.10
Sta.10+04M VPC 885,81
Sta.1 G+71.80 VPI 886.57
Sta.10+79.80 VPI 8861.56
Sta,11+54,80 V PT 885,40
Sta.11+77.00 PTR 884.77
Sta.12+01.30 HPI 984.09
Sta.12+{84.80 VPI 883.99
Sta.12+22.90 PTA 883,49
r'ta.12+79.80 VPI 881.65
Sta.13+54,80 VPI 878,55
Sta.14+75.90 PTH 874.20
Sta.14+79.80 VPI 874.03
Sta,14+99.72_FOP 873.29
al/kbWj�l<;T-W.15 th St to W 16 th St Cenlethip.Elevation
Sta.00+00.00 843.55
sta.00+80,80 VP1 843.95
Sta.03+73.80 842.36
CEDAR ST-W.2nd St to W 3rd St
400 Block) Centerline Elevation
�ta.00+27.00 846,30
Sta,01+31.97 8A6.47
Sta.03+68.27 847.07
COMMERCIAL ST-W.Pork Ave to W.7th St
L500-800 Block) Centarline Elevation
1a.0'2r+10.60 848,53
Sta.05+42.60 VPI 846.70
Sta.09+23.50 VPI 84 3,55
COMMERCIAL ST-W.9th St to W 10th 5t
�i100 Block' Centerline Elevation
ta.16+56.80 VPI 847,47
Sta.16+79M PTR 847.32
Sta.19+65.00 VPI 845.35
Sta.19+90.03 PTR 846L0'
Sta.20+25.00 VPI 846.18
E.5TH ST-_W,91111$1 to W 1 Qth%
00 Block Centerline Elevation
c�tl.10+19.
C) 844.46
r'ta.13+15,78 645,78
GRANT-ST-.W.7th-St to VV-Qth-St
(700-1000 Block) Centerline Elevation
sta.00+00,00 852,87
Sta.00+16.00 VPI 810.95
Sta.00+23.57 PTR 852,90
Sta,06197.53 BOP 85»3.24
Sta.09+24.83 HPI 61,1.24
Sta,09+8231 VPI 862.58
Sta.10+68.00 PTR 6601.12
Sta,11+1821 VPI 866.60
Sta.11+23.85 HPI 3661.81
Sta,1:1+74.17 VPI 876.10
Sta.14+13M VPI 877,42
Sta,14+53.91 VPI 878.14
Sta.15+50M VPI 880.06
Sta,17+50,59 EOP 6 B,5.4 1
HAMMONDAVE-SOUTH ST to WILLISTON AVE
00-400 Block) Centerilne ElAvatlon
((c00-400
ta.27+00,00 BOP 875,96
Sta.28+25.00 PV1 876 07
Sta.31+00.00 PVI 877,56
Sta.35+00.00 PVI 880,10
Sta,38+11.00 BOP 875,96
Sta.39+50.00 PVI 880,70
Sta,41+74.00 PVI 877,91
JEFFERSON ST-SOUTH ST to WILLISTON AVE
2300 Block) Centeillne Elevation
a.10'3+75.00 BOP 942.51
Sta.164+00.00 PVI 342.64
Sta.107+09.71 PVI 843.25
JEFFERSON ST.-W,PARK AVE to W.4TH ST
n00 Block) Centerline Elevatloi i
bta.12+39.27 84526
Sta.15+50.00 VPI 84690
Sta.16+03.56 VPI 84720
JEFFERSON ST-w,OTH ST to W G I OTH ST
(1000-1900 Block Canterline Elevation
Sta 046.64
Sta.133,4520 VPI 840,42
Sta.130+12.20 VP1 845,05
(.)irdinaince INo. 5795 1)age 3 of 6
Sta.133+93.12 VPI 840,134
Sta,133+455.20 VPI 846,42
Sta.130+12.20 VPI 845,06
Sta,129+72,00 VPI 844,80
Sta.129+00.00 VPI 845,14
Ste,126+70.94%JP1 843.00
Sta.125+9664 VPI 844.17
Ste,125,25.00 VPI 844,37
Sta.122+99,52 VPI 843,60
Sta.1221+50.02 VPI 843,77
Sta.121+66.00 VPI 844,09
Sta.119+54,00 VPI 845,15
Sta.119+03.55 VP1 844,89
Sta.118+32.55 VPI 845.26
Sta.114+71,00 VP1 843,75
Sta.113.00,00 VPI 844.79
Sta.112+50.00 VP1 844,21
Sta.110,00.00 VPI 844.21
Sta.109,00.00 VPI 843.43
Sta.107+11.00 VPI 842,36
Sta.106+25.00 VP1 842.63
Sta.105+00.00 VPI 841.87
Sta.103+39.00 VPI 840.71
Sta.101+92.00 VPI 841,80
Sta.100+07.00 VP1 840,87
Sta.99+50.00 VPI 840,79
Sta.97+25,00 VPI 843,07
Ste.966 83.10 V PI 843,80
W-JZTH ST-.Vit.MULLAN AVE.to W-IST ST.
(1100-1300 Block) Centeillne,Elevation
Sta,00+98.98 864,47
Sta.01+14.48 864.30
Sta,01+30.00 VPI 864.37
Sta.02+55,0(1 VPI 866,24
Sta.04+40.00 VPI 865.06
Sta.04+65.31 864.87
S ta,0k4+901.81 80,81 @65.02
Vit 12TH ST.-.W.MULLAN AVE to W-JST ST
100-1300 Block) Centerline Elevation
ita.00+98.98 864,47
Sta.01+14.48 864,20
Sta.01+30.00 VPI 86437
Sta.021+55.00 VPI 866.24
Sta.04+40,00 VPI. 865,06
Sta.04+65.31 864,87
Sta.09+80.81 865,02
W.3RD ST.-JEFFERSON ST.to COMMERCIAL ST
000 Block) Cnlerllne Elevation
Sta.00+51.70 843.10
Sta.02+76.70 847.06
Sta.03+37.060 848,06
%4TH ST-WASHINGTON ST,to COMMERCIAL ST.
f200-300 Block) Centerilre Elevation
ta.66+87,70 846,54
Sta.70+85.00 846,91 864,30
W.STH ST,-BLUFF ST toCOMMERCIAL ST.
�200-300 Block) Centerline Elevation
Sta,71+10.00 BOP 846,10
Sta.00+50.00 VPI 845.49
Sta.01+00.00 VPI 845.44
Sta.02t82,50 VPI 846.31
Sta.O'3+22,40 BOP 846.09
S'ta.14+02.00 VPI 846.12
Sta.14+10,50 W.17
Sta.15+40.00 VPI 846.31
Sta.16+68.55 845.67
Sta.16+86.00 VPI 845.57
W.6TH ST-JEFFERSON ST to COMMERCIAL ST
�200 Dodo Centedir)e Elevation
Sta.10+30,00 BOP 844.0
Sta.10+801.04 VPI 845.18
Sita.11+50.00 BOP 845.40
,lata.13+47.70 VPI 855.70
W 7TH ST--WILLtSTON ST.to RANDOLPH SM
(500-1200 Block) Centarline Elevation
Sta.10+48,90 857,23
Sta,12+00D0 858,74
Sta.13+31.80 857.81
W STH ST.-BLUFF ST.to JEFFERSON ST.
ft300 Black) Centerline Elevation
t.10+00D4 BOP 847.64
Sta.10+30.00 VPC 346.84
Sta.10+80.00 VPI 945.91
Sta.11+30.00 VPT 845.76
Ste.12+40,02 EOP P46,31
W 9TH$1-WELLINGTON ST.to WASHINGTON ST.
(500-700 Block) Centerline Elevation
Sta.24+18.50 871,86
Sta.24+50.00 VPT 87203
Sta.24+52.84 PTR 87207
Sta.26+00.00 VPI 87421
Sta.26+56.40 PTR 87550
Sta.26+88.90 VPI 87625
Sta,27+21.49 PTR 87663
Sta.27+62.80 PTR 977,16
Sta.27+98.00 VPI 87754
Sta.213+33.30 PTR 87770
Sta.20+82.50 VPC 877,911
Sta.29+20.00 VPI 87779
Sta.29+57.50 VPT 87690
Sta.31+10,00 VPC 871,83
Sta.31+35,00 VPI 871.12
Sta.31+43.30 PTR 87094
Sta.31+60.00 VPT 87066
(.)irdinaince �No. 5791. 1 age 4 of 6
Sta.31+78.50 870,41
Ste,32+14.20 PTR 86993
Sta.93+75.00 VPI 86775
W 9TH ST,-LEAVITT ST.to GRANT ST.
200 Bloclo Centerline Elevation
Ste.16+63.20 Cl 879.19
Sta.16+98.20 PTR 879.87
Sta.20+0(».00 PTR 885.73
Sta.20+05,00 VPC 885,83
Sta.20+36.20 CL 886.12
WELLINGTON ST.-W.6TH ST to W.l
St00-1000 Block) CpntqrIIne Elevation
a.10+75,00 C1 854_54
Sta.14125.00 858,20
Ste.18+54.00 864,06
Sta.21+80,39 871,27
JOHNSON ST-W 9TH ST to WILUSTON AVE.
700 Block) Centerline Elevation
�ta.21+46.20 865,03
Sta.23+00.20 866.88
Sta.24+84,15 PTR 885.73
ALLEN ST-JOHNSON ST,to W,7TH ST,
�900 Block) Centerline Elevation
Sta.31+08.00 857.93
Sta.32+23.50 857.55
Sta.33+50.00 858.18
Sta.M+35.50 857,60
PLEASANT ST,-W,6TH$T to W,7TH ST.
500 Block) Centeulne,Elevation
Sta.65+61.82 957.39
Sta.6700.00 866.88
Sta.68+17.00 8.55,96
Sta.68+81.11 855,60
WJ 0TH ST.-COMMERCIAL ST.to.CEDAR RIVER
�'100 Block) Centerilne Elevation
ta.05+41 M 845.57
W GTH ST-WILLISTON ST.to PLEASANT ST.
100 B106,& Centerline Elevation
ita.44+61 857,39
Sta.45433,00 866,88
Sta.47+50.00 864.08
Sta.48+49.29 859.60
Sta.49+04.93 860.06
DIVISION III-UNIMPROVED STREETS
(Unimproved streets with sidewalk grades eStabilshed Subject to Council approval.)
JOHNSON ST-FROM ALLEN ST TO W 8TH ST
500 BLOCK STATION Centerline Elevation
Center line Allen St 855.93'
187' Southeast of CL of Allen St 858.10'
376' SOUtbeart of CL of Allen St 861,08
BLUFF ST 1100 BLOCK-FROM W 9TH.'UT
TO W 14TH ST STATION Centpillne Elevation
Centerline W 9th St 349,43'
202` Southeast of CL of W Win St 851.05,
379' Southeast of CL of W 9th St 861.08
1400 BLOCK-FROM W 12TH ST
TO W 13TH ST STATION Centerline Elevation
Centerline W 12th St 855,20'
174' S o till i east of CL of W 121t i St 852,83'
385Southeast of CL of W 124h St 850 24
LEAVITT ST 90ULOICK FROM W 7TH ST
TO W 8TH ST STATION Centerline Elevation
Centerline W 7th St 357S4'
256' Southeast of CL of W 7th St 8612.58'
496' SOWI east of OL of W 7th St 869.12
1100-1200 BLOCK FROM.W DTH ST
TO RANDOLPH ST STATION Centerhe Elevation
Centerline W 9th St 878.96'
234' Southeast of CL of W 9th St 880.74'
475' 8011theast of CIL of W 9th St 879,80'
Centerline Hoover St 879,68'
136' East of CL of Hoover St 878.74'
366' East of CIL of Hoover St 877,95'
W 13 TH ST 300 BLOCK)FROM BLUFF ST
TOJEFFERSON ST STATION Conterifine,Elevation
Centerline Bluff St 850.30,
91' East of CIL of Bluff St 848.81'
353, EaGt of CIL of Bluff St'CL Jefferson 843,69
St
W 15 TH ST100 BLOCK FROM COMMERCIAL ST
TO BLACK HAWK ST Centeillne Elp-
STATION vatron
Center line Commercial St 83990' 205' Northeast ofCLoaf Com- 842.24' 392' 343.25'
merclal St
300 BLOCK FROM BLUFF ST TO
(.)irdinaince �No, 5795 1 age 5 of 6
Centenline Ele-
'ffon
859.43' 165, Northea-1 of CL of Bluff 8t 850,38' 308' Northeast of CL of Bluff St 843.63'
W 16 TH ST 100 BLOCK FROM COMMERCIAL ST
TO BLACK HAWK ST STATION Centerline Elevation
Centerline Commercial St 13313M,
211' Northeast of CL of Commercial St 841.54'
391' Northeast of CL of Commercial St 842,29'
SECTION 3,This Ordnance shall be in full force and effect upon its final passage,approval,and PUblication as required IDY law.
Passed on May 19,2025.
COL-A-602386
(.)irdinaince �No, 5795 1 age 6 of 6