HomeMy WebLinkAboutWF-09-09City of
Wheat 'ge
CommuNiTy DEVELOPMENT
Memorandum
TO: WF-09-09 Case File
FROM: Adam Tietz
DATE: October 28, 2009
SUBJECT: WF-09-09/Parchman-Smith
The class I floodplain permit for Case No. WF-09-09 has been reviewed and approved by
the floodplain administrator. The applicant may place fill in the floodplain as proposed
by the grading plan dated 10/26/09 and prepared by Henry Hollender, PE. The proposed
fill may not be placed on the property until a City of Wheat Ridge "Fill Permit" is issued
from the Public Works Department.
If the grading on site is different than the plan indicates, a new class I floodplain permit
will be required to be approved.
Floodplain administrator approval of this permit does not constitute a building permit. A
separate building permit will be required prior to the construction of the fence. A copy of
the class I floodplain permit must accompany the building permit.
This memo shall serve as closure to Case No. WF-09-09.
The City of Wheat Ridge
Flood Plain Development Permit
Application Information
Permit Ind -01 D9 Date -71I5 lob
Owner ? k ua~ S ~a vekuca ti li 6et1 1~~~~ S u } Telephone ('303) 2'4Ll - a 9 5 I
Address 7-22- < was 1 -~voti~Q Co Rc"2tS
Contractor r~ dm~rw iv pct Telephone
Address
Project Location/Directions 42 f-5 Pe,r-P,-4 'Sh.
Project Description
-Single Family Residential New Construction Channelization
Multi-Family Residential -Substantial aFill
improvement (>50%)
-Manufactured (Mobile) Home -Improvement (<50%) Bridge/Culvert
Non-residential Rehabilitation -Levee
Class of Permit/Fee Schedule
X Class I (structures for non-human occupancy) $300
-Class II (structures for human occupancy) $840 (includes public noticing fees)
I have read and understand and will comply with the requirements of this Flood Plain Permit.
Signature
Date
(To be completed by Flood Plain Administrator)
Flood Hazard Data
Watercourse Name (~5L X1(4
The project is proposed in the Floodway Floodway Fringe X
Base (100-year) flood elevation(s) at project site 3 / O
Elevation required for Lowest Floor NGVD / Floodproofing NGVD
Source Documents: Reports/Maps z °O 7 ~ ~
Proposal Review Checklist
Site development plans are complete and depict flood hazard data.
Engineering data is provided for proposed map and Foodway revisions.
Floodway Certificate and data documents no increase in flood heights.
Subdivision proposals minimize flood damage and protect utilities.
Lowest floor elevations are above the base (100-year) flood level.
Manufactured homes address elevation and anchoring requirements.
A Floodproofing Certificate certifies floodproofing designs.
Other:
Permit Action
X Permit Approved: The information submitted for the proposed project was reviewed and is in
compliance with approved flood plain management standards (site development plans are on file).
Permit Denied: The proposed project does not meet approved flood plain management standards
(explanation is on file).
Variance Granted: A variance was granted from the base (100-year) flood elevations
established by FEMA consistent with variance requirements of NFIP regulations Part 60.6
(variance action documentation is on file).
Flood Plain Administrator's Signature
Comments:
Compliance
!iZ
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Date
Map Revision Data. Certified documentation by a registered professional engineer of as-built
conditions for flood plain alterations were received and submitted to FEMA for a flood insurance
map revision.
Fill Certificate. A community official certified the elevation, compaction, slope and slope
protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map
revisions.
Elevation and Floodproofing Certificates. The as-built elevation of the builiding's lowest floor
was certified as NGVD; or the building's floodproofrng level was certified as
NGVD; by a registered professional engineer or licensed surveyor and is on
file.
Certificate of Occupancy or Compliance Issued on
Date
Rev. 3/11/03
HVS ENGINEERING
PO BOX 35
ARtVADA, CO 80001
October 27, 2009
Tim Paranto, Director of Public Works
City of Wheat Ridge
7500 West 29`s Avenue
Wheat Ridge, CO 80033
RE: Smith-Parchman Property
4251 & 4255 Parfet Street
City of Wheat Ridge
Jefferson County, CO
Dear Mr. Peranto:
Enclosed please find an updated grading plan for the subject property. This plan replaces the
grading plan included in the rear pocket of the Floodplain Analysis that was submitted to you on
September 14, 2009.
This revised plan creates a mound in the northwest portion of the property of sufficient height to
keep floodwaters from the 100-year storm from the northeast portion of the property and the
property to the north. This plan also includes proposed off-site grading on City property to the
south. The property owner has contacted both the Oulette Ditch Company and City Parks & Rec
regarding this and both support, in concept, the proposed improvement to their facilities.
If the floodplain analysis is acceptable to you, please let us know as we would like to
immediately proceed with a formal grading plan submittal for this work.
Sincerely,
1 Z", o ~
Henry Hollender, PE
FLOODPLAIN ANALYSIS
SMITH-PARCHMAN PROPERTY
4251-4255 PIERSON STREET
WHEAT RIDGE, COLORADO
September 14, 2009
PREPARED BY: HVS ENGINEERING, INC
PO Box 35
ARVADA, CO 80001
303 - 940-5807
PRINCIPAL IN CHARGE: HENRY HOLLENDER, PE
REG!
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TABLE OF CONTENTS
PAGE
INTRODUCTION
1
PURPOSE
I
RELATED STUDIES
1
METHODOLOGY
2
FLOOD ANALYSIS
2
CONCLUSIONS
2
APPENDIX
FLOOD INSURANCE RATE MAP (FIRM) NUMBER 08059C0215E
HEC-RAS DATA
INPUT AND RESULTS - DUPLICATE EFFECTIVE MODEL
INPUT AND RESULTS - MODEL W/TOPO FROM 1979 FHAD
PORTION OF TABLE 3 FROM THE 2007 FHAD
SHEET 13 FROM THE 2007 FHAD
GRADING PERMIT DRAWING (REAR POCKET)
INTRODUCTION
The Smith-Parchman property is located in the City of Wheat Ridge on two lots located at 4251
and 4255 Parfet Street, Wheat Ridge, CO 80033. The property is in the Southwest Quarter of
Section 28, Township 3 South, Range 69 West. A significant portion of the property is located in
the 100-year floodplain for Clear Creek, designated as Zone AE on Flood Insurance Rate Map
(FIRM) Number 08059C0215E. The lots are proposed to be consolidated into one.
The FIRM panel is included in the appendix.
The property is located north of Clear Creek on the east side of the cul-de-sac at the south end of
the 4200 block of Parfet Street. The lot is currently vacant. Fill was placed on the property by
previous owners without the proper permits. This fill has resulted in much of the southern
portion of the property being outside of the 100-year floodplain and much of the northern portion
of the property, which is further from Clear Creek, being within the 100-year floodplain. It is
proposed to remove some of the fill in the southern portion of the property and place it on the
northern portion of the property. This will restore the grading on the property closer to what it
was prior to the unpermitted fill being placed.
PURPOSE
The purpose of this analysis is to determine the effects that the proposed regrading of the property
will have on the 100-year floodplain and support a Class I Floodplain permit application to the
City of Wheat Ridge.
RELATED STUDIES
The 100-year flood elevations indicated on the FIRM were determined based on the Flood Hazard
Area Delineation (FHAD) for Clear Creek in Adams and Jefferson Counties prepared by Gingery
Associates, Inc. in November of 1979.
The City of Wheat Ridge has adopted a more recent FHAD prepared for Clear Creek in Jefferson
County and Denver by ICON Engineering, Inc. in April of 2007 as the official map of the 100-
year floodplain for regulatory purposes. The FEMA map, however, has not yet been revised
based on this study.
A Floodplain Analysis of the Pippin Property was conducted by HV S Engineering, Inc. on March
11, 2009. The Pippin Property is located directly to the west of the Smith-Parchman Property.
This study requested a change to the floodplain boundary as shown in the 2007 FHAD. It is our
understanding that the results of this study will be used to show the floodplain boundary of the
new FIRM when it revised by FEMA.
METHODOLOGY
The HEC-RAS files that were used in the 2007 FHAD were obtained and modified to remove
much of the data upstream and downstream of the Smith-Parchman property that does not affect
the results at the site. This data was then run, using HEC-RAS 4.0 to obtain a duplicate effective
model.
There is a section in the duplicate effective model through the Smith-Parchman property. This
section is identified as section 58816 in the 2007 FHAD. This section was modified using field
topographic data, adjusted based on proposed grading on the site, and rerun to produce a
proposed model.
Field topography used to produce existing contours were provided by Curtis Carroll, PLS of Bear
Creek Land Surveying. The elevations are provided in NAVD 1988 datum, which is the datum
used in the 2007 FHAD. The 1979 FHAD used 29 NGVD datum, which is the datum used in the
FIRM. At this location, the conversion factor from 29 NGVD to NAVD 1988 datum is 3.021
.
FLOOD ANALYSIS
Input and results of the HEC-RAS runs are included in the appendix. The 100-year flood
elevation at section 58816 is 5390.37 in the duplicate effective model and 5390.42 in the
proposed model. This indicates a 0.05' increase in the 100-year floodplain elevation caused by
the proposed grading. However, the 100-year floodplain in both models rounds to 5390.4, which
is the elevation shown in Table 3 of the FHAD. Since this is the elevation used to regulate the
floodplain, the increase shown in the proposed run can be considered negligible.
Data for all other sections in the proposed model are identical to those in the duplicate effective
model. The portion of Table 3 from the 2007 FHAD showing data in the vicinity of the site and
reports showing the input and results of the duplicate effective and proposed models are included
in the appendix. A copy of the floodplain map from the 2007 FHAD is also included in the
Appendix.
Finally, a plan showing the proposed grading on the site is included in the rear pocket of the
report. This drawing shows the 100-year floodplains from the 1979 FHAD, the 2007 FHAD, and
how it will be modified by the proposed grading on the property.
CONCLUSIONS
Grading proposed on the Smith-Parchman property located at 4251-4255 Parfet Street in Wheat
Ridge, CO will not significantly effect the 100-year flood elevations as determined in the 2007
FHAD used to regulate floodplains in the City of Wheat Ridge. This proposed grading will result
in removal of part of the northern portion of the property from the 100-year floodplain and adding
part of the southern portion of the property to the 100 year floodplain. This will return the
floodpWn boundaries in the area to more closely resemble what they were in the 1979 FIRM
before unpermitted fill was placed on the property.
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HEC-RAS Version 4.0.0 March 2008
U.S. Army Corps of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California
X X XXXXXX XXXX XXXX XX XXXX
X X X X X X X X X X
X X X X X X X X X
X70O{3OtX XXXX X XXX XXXX XXXXXX XXXX
X X X X X X X X X
X X X X X X X X X X
X X XXXXXX XXXX X X X X XXXXX
#xk##x##x#xxxx#x##xx#kxx#x#xxxx#xxkk###xkxxx#xx##k###k########x####k###x#x#x#k##
PROJECT DATA
Project Title: CLEAR CREEK FHAD
Project File : CLRCREEKATSMITH.prj
Run Date and Time: 9/11/2009 2:43:14 PM
Project in English units
Project Description:
DUPLICATE EFFECTIVE MODEL
PREPARED BY: HVS ENGINEERING INC., September 2009
PREPARED FOR: ELIZABETH SMITH & TOM PARCHMAN
#######kxk#xxxxx##x###xx##x##xxkxxk###k########kk###k###k###kkx#k#k#k###kk#kkk##
PLAN DATA
Plan Title: DUPLICATE EFFECTIVE MODEL
Plan File : C:\HVS\Elizabeth Smith\HEC-RAS\CLRCREEKATSWTH.p03
Geometry Title: DUPLICATE EFFECTIVE MODEL
Geometry File : C:\HVS\Elizabeth Smith\BEC-RAS\CLRCREEKATSMrM.g32
Flow Title : CLEAR CREEK FHAD FINAL OPT MODIFIED
Flow File : C:\HVS\Ehzabeth Smith\BEC-RAS\CLRCREEKATSMITH.fO2
Plan Summary Information:
Number of. Cross Sections = 15 Multiple Openings = 0
Culverts = 0 Inline Structures = 0
Bridges = 2 Lateral Structures = 0
Computational Information
Water surface calculation tolerance = 0.01
,I Critical depth calculation tolerance = 0.01
` Maximum number of iterations = 40
Maximum difference tolerance = 0.3
Flow tolerance factor = 0.001
Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
FLOW DATA
Flow Title: CLEAR CREEK FHAD FINAL OPT MODIFIED
Flow File : C:\IfVS\Elizabeth Smith\HEC-RAS\CLRCREEKATSMITH.fO2
Flow Data (cfs)
* River Reach RS * 100-YEAR
*CLEAR CREEK ABOVE SHERIDAN 60612 * 13470
Boundary Conditions
##k####k#x##x###x#####k############x#xx#xk##xk##kkx#k###k###k#k#####z##kkkk##kk#k#k##k#xkkx###xkk##kkkk#
* River Reach Profile * Upstream Downstream
#kkkkk#k#k###################x#####xxk#x#z##xzxkkzkk#z##k#k#####k#######zzk##z##k##zkk#k#zk###k#########
*CLEAR CREEK ABOVE SHERIDAN 100-YEAR * Known WS = 5263.38
#k#k#k#kxx##xxx#####x#####x##x#z###zxkk#kzk#######zk#######x###z#######x################################
Inline Structure Gate Openings
River = CLEAR CREEK
Reach= ABOVE SHERIDAN RS=88145
Gate =Gate #1
# Open Open Ht
############kx##
#####kkk####k#k##k##k######x###############x#x#xxk##k####k######################
GEOMETRY DATA
Geometry Title: DUPLICATE EFFECTIVE MODEL
Geometry File : C:\HVS\Elizabeth Smith\HEC-RAS\CLRCREEKATSMITH.g32
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60612
INPUT
Description: CROSS SECTION 60612
Station Elevation Data num= 49
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
#*xk#x#kxkkkkk#k#x##xk##kk#kk#k#kk#kk####x#*####*##x##x##*x#x####x#x###x########
05406.19 36.09 5406.02 64.57 5406.05 68.43 5406.73 84.22 5407.39
89.97 5407.39 99.66 5407.06 113.94 5406.22 117.56 5405.6 131.73 5406.78
15934 5404.49 164.37 5403.6 838.43 5403.12 884.37 5402.63 918.76 5402.14
986.03 5401.78 1000.41 5401.88 1008.31 5401.07 1025.2 5400.96 1040.37 5400.25
1052.38 5398.9 1066.64 5396.03 1078.03 5396.27 1084.64 5395.54 1091.17 5391.72
1134.66 5391.98 1144.08 5400.79 1150.41 5401.42 1186.28 5401.63 1206.49 5401.41
1260.82 5401.56 1298.46 5401.28 1310.84 5401.69 1333.44 5401.65 1371.77 5401.36
1393.7 5401.4 1422.49 5402 1432.59 5402.4 1505.37 5403.98 1520.02 5404
1563.6 5404.73 1602.49 5403.55 1611.24 5403.56 1627.65 5408 1632.93 5410
1659.93 5427.73 1691.47 5445.89 1728.7 5448.14 1769.3 5447.8
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .045 164.37 .01 838.43 .045 1091.17 .03 1134.66 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1091.17 1134.66 391.75 390.05 388.08 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 838.43 5406 T
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft) * 5405.98 *Element * Left OB * Channel * Right OB
* Vel Head (ft) * 1.51 *Wt. n-Val. * 0.045 * 0.030 * 0.045 *
* W.S. Elev (ft) * 5404.47 * Reach Len. (ft) * 391.75 * 390.05 * 388.08
* Crit W.S. (ft) * 5404.47 * Flow Area (sq ft) * 873.72 * 548.91 * 1055.07
* E.G. Slope (ft/ft) *0.002384 *Area (sq ft) * 1625.13 * 548.91 * 1055.07
* Q Total (cfs) * 13470.00 * Flow (cfs) * 3207.62 * 7195.58 * 3066.80
* Top Width (ft) * 1431.23 *Top Width (ft) * 931.73 * 43.49 * 456.02
* Vel Total (ft/s) * 5.44 *Avg. Vel. (ft/s) * 3.67 * 13.11 * 2.91 *
* Max Chi Dpth (ft) * 12.75 * Hydr. Depth (ft) * 3.46 * 12.62 * 2.31
* Conv. Total(cfs) *275898.7 * Conv.(cfs) * 65699.9 *147383.1 * 62815.6
* Length Wtd. (ft) * 389.88 *Wetted Per. (ft) * 254.25 * 43.49 * 459.71
* Min Ch El (ft) * 5391.72 * Shear (lb/sq ft) * 0.51 * 1.88 * 0.34
* Alpha * 3.28 * Stream Power (lb/ft s) * 1.88 * 24.62 * 0.99
* Frcm Loss (ft) * 0.54 * Cum Volume (acre-ft) * 66.63 * 50.81 * 132.64
* C & E Loss (ft) * 0.29 *Cum SA (acres) * 33.69 * 6.62 * 53.46
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60222
INPUT
Description: CROSS SECTION 60222 - U/S PEDESTRIAN BRIDGE
Station Elevation Data num= 49
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65
135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2
287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6
1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54
1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25
1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36
1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13
1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41
1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404
1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045
1880.73 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1271.7 1323.71 25.6 25.26 25.04 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1008.4 5403.97 F
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft) * 5404.14 *Element * Left OB * Channel * Right OB
* Vel Head (ft) * 0.52 *Wt. n-Val. * 0.045 * 0.030 * 0.045
* W.S. Elev (ft) * 5403.62 * Reach Len. (ft) * 5.00 * 5.00 * 5.00
* Crit W.S. (ft) * 5402.31 * Flow Area (sq ft) * 1106.99 * 688.28 * 1994.39
* E.G. Slope (ft/ft) *0.000917 * Area (sq ft) * 1143.40 * 688.28 * 1994.39
* Q Total (cfs) *13470.00 * Flow (cfs) * 3073.31 * 5774.20 * 4622.49
* Top Width (ft) * 1661.10 * Top Width (ft) * 1048.43 * 52.01 * 560.66
* Vel Total (ft/s) * 3.55 * Avg. Vel. (ft/s) * 2.78 * 8.39 * 2.32 *
* Max Chl Dpth (ft) * 13.37 * Hydr. Depth (ft) * 4.68 * 13.23 * 3.56
* Conv. Total (cfs) *444936.8 * Conv. (cfs) *101516.6 *190731.6 *152688.7
* Length Wtd. (ft) * 5.00 *Wetted Per. (ft) * 239.18 * 52.01 * 567.14
* Min Ch El (ft) * 5390.25 * Shear (16/sq ft) * 0.26 * 0.76 * 0.20
* Alpha * 2.67 * Stream Power (lb/ft s) * 0.74 * 6.35 * 0.47
* Frew Loss (ft) * 0.01 *Cum Volume (acre-ft) * 54.18 * 45.27 * 119.05
* C & E Loss (ft) * 0.13 * Cum SA (acres) * 24.79 * 6.20 * 48.94
Warning: Divided flow computed for this cross-section.
Warning: The cross-section end points had to be extended vertically for the computed water surface.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
BRIDGE
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60217
INPUT
Description: PEDESTRIAN BRIDGE 602+17
Distance from Upstream XS = 5
Deck/Roadway Width = 9
Weir Coefficient = 2.6
Upstream Deck/Roadway Coordinates
num= 5
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1252 5400.35 1252 5404.85 5399.1 1295 5406.54 5400.79
1338 5404.9 5399.15 1338 5400.4
Upstream Bridge Cross Section Data
Station Elevation Data num= 49
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65
135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2
287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6
1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54
1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25
1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36
1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13
1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41
1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404
1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045
1880.73 .06
Bank Sta: Left Right Coeff Contr. Expan.
1271.7 1323.71 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1008.4 5403.97 F
Downstream Deck/Roadway Coordinates
num= 7
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1237.2 5398.6 1251 5400.35 1251 5404.85 5399.1
1295 5406.54 5400.79 1337 5404.9 5399.15 1337 5400.4
1353.19 5398.98
Downstream Bridge Cross Section Data
Station Elevation Data num= 46
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87
222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09
1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56
1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61
1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98
1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09
1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05
1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08
1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450
1981.97 5450.9
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 .05
1886.56 .06
Bank Sta: Left Right Coeff Contr. Expan.
1270.15 1322.7 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1005.59 5404.09 F
Upstream Embankment side slope = 0 horiz. to 1.0 vertical
Downstream Embankment side slope = 0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow = .95
Elevation at which weir flow begins = 5397.62
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Bridge Coefficient Sets = I
Low Flow Methods and Data
Energy
Selected Low Flow Methods = Energy
High Flow Method
Energy Only
Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
Class B flow critical depth computations use critical depth
inside the bridge at the upstream end
Criteria to check for pressure flow = Upstream energy grade line
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60197
INPUT
Description: CROSS SECTION 60197 - D/S PEDESTRIAN BRIDGE
Station Elevation Data num= 46
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87
222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09
1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125-515398.56
121119 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61
1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98
1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09
1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05
1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08
1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450
1981.97 5450.9
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 .05
1886.56 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1270.15 1322.7 232.73 232.99 227.5 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1005.59 5404.09 F
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5403.64 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.36 *Wt. n-Val.
* 0.050 * 0.030 * 0.050 *
* W.S. Elev (ft)
* 5402.28 * Reach Len. (ft)
* 232.73 * 232.99 * 227.50
* Crit W.S. (ft)
* 5402.28 * Flow Area (sq ft)
* 850.69 * 637.85 * 1254.73
* E.G. Slope (ft/ft)
*0.002148 * Area (sq ft)
* 850.69 * 637.85 * 1254.73
* Q Total (cfs)
* 13470.00 * Flow (cfs)
* 2798.71 * 7733.30 * 2937.98
* Top Width (ft)
* 839.59 *Top Width (ft)
* 228.55 * 52.55 * 558.49
* Vel Total (ft/s)
* 4.91 *Avg. Vel. (ft/s)
* 3.29 * 12.12 * 2.34 *
* Max Chl Dpth (ft)
* 12.27 * Hydr. Depth (ft)
* 3.72 * 12.14 * 2.25
* Conv. Total (cfs)
*290638.7 * Conv. (cfs)
* 60387.1 *166859.4 * 63392.1
* Length Wtd.(ft)
* 231.73 * Wetted Per. (ft)
* 230.43 * 52.55 * 566.05
* Min Ch El (ft)
* 5390.01 * Shear (lb/sq ft)
* 0.50 * 1.63 * 0.30
* Alpha *
3.64 * Stream Power (lb/ft s
) * 1.63 * 19.73 * 0.70
* Frctn Loss (ft)
* 0.60 *Cum Volume (acre-ft) * 53.54 * 44.94 * 118.00
* C & E Loss (ft)
* 0.02 *Cum SA (acres)
* 24.28 * 6.19 * 48.62
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 59964
INPUT
Description: CROSS SECTION 59964
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5401.64 26.6 5402.08 56.22 5401.66 79.69 5402.77 130.5 5403.4
167.24 5403.27 243.38 5403.5 261.61 5403.18 299.11 5403.29 313.06 5403.87
398.06 5404.1 459.53 5403.85 511.6 5404.09 773.13 5404.04 899.8 5404.07
930.07 5404.73 985.78 5402.27 1016.7 5401.58 1035.89 5396.99 1059.46 5396.22
1111.24 5396.33 1142.86 5395.75 1163.95 5393.19 1208.29 5394.93 1217.73 5395.38
1226.39 5392.71 1247.42 5393.14 1255.91 5388.18 1292.77 5388.55 1297.66 5392.93
1316.16 5392.43 1328.84 5394.95 1353.84 5396.38 1375.05 5396.78 1489.25 5397.71
1498.4 5398.13 1531.62 5398 1570.66 5398.93 1605.25 5398.6 1709.02 5399.13
1758.74 5399.1 1801.68 5398.64 1814.89 5400.61 1855.91 5420.47 1901.79 5446.01
1906.96 5448 1921.16 5449.48 1926.35 5450.96 1975.46 5452.1 2005.06 5452.15
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .04 1035.89
.045 1255.91 .03 1292.77
.045 1353.84
.05
Bank Sta: Left Right
Lengths: Left Channel Right
Coeff Contr.
Expan.
1255.91 1292.77
280.91 307.74 343.47
.1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
kk#k#kk#kk##kk###k######
* E.G. Elev (ft)
* 5400.86 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.42 *Wt. n-Val. * 0.045 * 0.030 * 0.047 *
* W.S. Elev (ft)
* 5399.44 * Reach Len. (ft)
* 280.91 * 307.74 * 343.47
* Crit W.S. (ft)
* 5399.44 * Flow Area (sq ft)
* 992.93 * 408.24 * 869.89
* E.G. Slope (ft/ft)
*0.003162 * Area(sq ft)
* 992.93 * 408.24 * 869.89
* Q Total (cfs)
* 13470.00 *Flow (cfs)
* 4929.31 * 5649.08 * 2891.61
* Top Width (ft)
* 781.40 *Top Width (ft)
* 230.26 * 36.86 * 514.28
* Vel Total (ft/s)
* 5.93 *Avg. Vel. (ft/s)
* 4.96 * 13.84 * 3.32 *
* Max Chl Dpth (ft)
* 11.26 * Hydr. Depth (ft)
* 4.31 * 11.08 * 1.69
* Conv. Total(cfs)
*239555.4 * Conv.(cfs)
* 87664.7 *100465.3 * 51425.4
* Length Wtd.(ft)
* 310.18 *Wetted Per. (ft)
* 232.52 * 36.86 * 516.34
* Min Ch EI (ft)
* 5388.18 *Shear (lb/sq ft)
* 0.84 * 2.19 * 0.33
* Alpha *
2.61 * Stream Power (lb/ft s) * 4.18 * 30.25 * 1.11
* Frcm Loss (ft)
* 1.09 *Cum Volume (acre-ft) * 48.61 * 42.14 * 112.45
* C & E Loss (ft)
* 0.05 * Cum SA (acres)
* 23.06 * 5.95 * 45.81
#########kkkkkkk#kk##kk##k#k#kkkkkk###k##################################k#####k####kk###*#kk##
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 59656
I
INPUT
Description: CROSS SECTION 59656
Station Elevation Data rum= 57
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5399.65 21.86 5399.1 59.56 5399.51 197.93 5399.59 240.27 5399.86
250.35 5399.47 303.11 5399.46 351.27 5398.61 413.6 5398.61 514 5397.81
521.27 5398 607.67 5397.31 666.81 5397.3 786 5396.31 875.07 5395.81
973.49 5394.66 997.27 5392.87 1015.18 5390.24 1043.51 5391.98 1048.34 5392
1073.72 5394.3 1083.6 5394.02 1093.04 5393.22 1106.05 5393.2 1124.71 5388.75
1127.14 5387.05 1147.54 5386.82 1161.68 5388 1169.1 5388.92 1178.54 5392.35
1178.75 5393.36 1202.82 5393.94 1214.5 5393.96 1252.78 5393.65 1272.29 5394.02
1287.48 5394.68 1310.1 5392.71 1336.03 5394.68 1384.56 5394.68 1447.11 5393.86
1513.56 5393.92 1536.58 5395.67 1559.64 5394 1584.1 5394.38 1619.78 5395.85
1656.41 5396.7 1665.61 5396.2 1694.39 5398.03 1734.63 5401.84 1773.88 5415.34
1783.82 5416.73 1800.59 5426 1823.74 5436 1843.48 5446.02 1850.83 5447.28
1916.51 5448.3 1941.73 5447.66
Mannings n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
####xxx#x#xxk###############x##kx#######kx#x#xxk##########################k#x###
0 .05 197.93 .045 1127.14 .03 1161.68 .045 1734.63 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1127.14 1161.68 436.92 380.11 310.32 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
#####k##k###x####k#k#######k#################x###xx##k#k###xxkx#k#############################k
* E.G. Elev (ft)
* 5398.16 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.26 *Wt. n-Val. * 0.045 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5396.91 * Reach Len. (ft)
* 436.92 * 380.11 * 310.32
* Crit W.S. (ft)
* 5396.91 * Flow Area (sq ft)
* 953.46 * 337.66 * 1339.82
* E.G. Slope (ft/ft)
*0.003934 * Area(sq ft)
* 953.46 * 337.66 * 1339.82
* Q Total (cfs)
* 13470.00 *Flow (cfs)
* 3442.09 * 4791.59 * 5236.32
* Top Width (ft)
* 962.38 * Top Width (ft)
* 412.82 * 34.54 * 515.02
* Vel Total (ft/s)
* 5.12 *Avg. Vel. (ft/s)
* 3.61 * 14.19 * 3.91 *
* Max Chi Dpth (ft)
* 10.09 * Hydr. Depth (ft)
* 2.31 * 9.78 * 2.60
* Conv. Total (cfs)
*214747.7 * Conv. (cfs)
* 54876.1 * 76390.6 * 83480.9
* Length Wtd. (ft)
* 363.99 * Wetted Per. (ft)
* 414.34 * 34.59 * 516.90
* Min Ch El (ft)
* 5386.82 * Shear (16/sq ft)
* 0.57 * 2.40 * 0.64
* Alpha *
3.09 * Stream Power (lb/ft s) * 2.04 * 34.02 * 2.49
* Frew Loss (ft)
* 1.42 *Cum Volume (acre-ft) * 42.34 * 39.51 * 103.74
* C & E Loss (ft)
* 0.09 *Cum SA (acres)
* 20.98 * 5.70 * 41.76
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 59276
INPUT
Description: CROSS SECTION 59276
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
#####k##k#xk#k#Yk##Y###Y#########*#xY*##Y##x#*#Yk##xkx##########################
0 5396.41 26.36 5395.95 95.23 5396.13 100.11 5395.02 121.16 5397.62
158.37 5399.3 177.2 5398.36 250.29 5398.15 309.25 5398.76 354.14 5399.16
414.57 5400.09 443.61 5395.67 474.42 5393.17 543.61 5392.75 653.45 5391.6
708.99 5392 781.68 5391.95 808.6 5391.21 866.1 5392.46 887.98 5390.83
920.93 5391.06 940.35 5390.33 959.92 5390.89 969.28 5385.81 1006.53 5385.42
1018.04 5386.48 1022.8 5387.91 1036.04 5388.82 1071.93 5389.14 1105AI 5391.88
1117.61 5389.42 1126.74 5391.9 1185.64 5390.8 1251.33 5390.93 1300.01 5391.47
1320.25 5392.92 1353.41 5390.22 1417.75 5391.81 1451.23 5392.34 1536.2 5390.73
1541.48 5391.72 1607.17 5391.47 1651.66 5392.47 1704.34 5394.16 1740.04 5398
1769.6 5410.03 1790.67 5420 1800.38 5426.06 1820.05 5434.97 1842.58 5436.23
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
*#******x#xkx###kk#k##**Y###YYx##Y###xxxxx##xkx#Y#x#***#****#*****#x****x#*#k*##
0 .06 443.61 .045 969.28 .03 1018.04 .045 1740.04 .06
Bank Sta:Left Right Lengths: Left Channel Right CoeffContr. Expan.
969.28 1018.04 426.61 459.69 426.06 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
######x#Yxk##xxY####Y#Y#######Y#*#########kx##x####Y#########Y#####*#####*#Y#xx#k####xk#####Y##
* E.G. Elev (ft)
* 5394.60 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 0.95 *Wt. n-Val.
* 0.045 * 0.030 * 0.045 *
* W.S.EIev(ft)
* 5393.65 * Reach Len. (ft)
* 426.61 * 459.69 * 426.06
* Crit W.S. (ft)
* 5393.65 * Flow Area (sq ft)
* 895.18 * 387.93 * 1619.56
* E.G. Slope (ft/ft)
*0.003884 * Area(sq ft)
* 895.18 * 387.93 * 1619.56
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 2708.22 * 4768.82 * 5992.96
* Top Width (ft)
* 1219.93 * Top Width (ft)
* 500.78 * 48.76 * 670.39
* Vel Total (ft/s)
* 4.64 *Avg. Vel. (ft/s)
* 3.03 * 12.29 * 3.70 *
* Max Chl Dpth (ft)
* 8.23 * Hydr. Depth (ft)
* 1.79 * 7.96 * 2.42
* Conv. Total (cfs)
*216140.5 * Conv. (cfs)
* 43456.3 * 76520.8 * 96163.4
* Length Wtd. (ft)
* 438.47 *Wetted Per. (ft)
* 502.20 * 48.81 * 671.66 *
* Min Ch El (ft)
* 5385.42 * Shear (lb/sq ft)
* 0.43 * 1.93 * 0.58
* Alpha *
2.85 * Stream Power (lb/ft s
) * 1.31 * 23.69 * 2.16
* Frcm Loss (ft)
* 1.74 *Cum Volume (acre-ft) * 33.07 * 36.34 * 93.20 *
* C & E Loss (ft)
* 0.04 *Cum SA (acres)
* 16.40 * 5.33 * 37.53
#Y#xY##YY###k###Y#*########YY##Y##Y###Y####
#####**#xxxxYxxxx#Yx#*#Y#xxk####xxY###YY#########Y##
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 58816
INPUT
Description: CROSS SECTION 58816
Station Elevation Data mum= 55
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
#########Y##k#k####xY############x#xkx########kYY##YY######Y##Y##Y#Y##t######Y#Y
0 5393.45 55.17 5393.45 102.79 5392.19 146.83 5391.69 216.99 5392.04
337.08 5391.92 414.28 5391.06 519.44 5390.6 558.65 5389.62 659.4 5388.52
707.7 5389.11 715.35 5392.95 761.02 5394.16 816.19 5393.2 828.62 5385.54
831.92 5387.93 885.7 5387.15 906.16 5384.61 909.39 5386.58 947.29 5387.5
984.64 5386.88 1011.68 5387.5 1042.27 5387.27 1049.6 5386.07 1078.21 5386.36
1096.52 5385.95 1104.49 5383.48 1110.75 5384.96 1117.89 5383.45 1138.71 5381.1
1177.6 5381.1 1183.8 5388.42 1196.57 5389.42 1201.75 5389.25 1230.2 5387.32
1236.4 5387.17 1283.3 5387.42 1320.32 5388.01 1333.41 5388.51 1362.18 5387.77
1426.65 5389.23 1506.27 5390.45 1511.65 5394.4 1530.3 5395.62 1543.72 5398
1579.88 5426 1593.58 5429.04 1676 5429.25 1733.87 5431.47 1776.67 5427.95
1783.32 5424.55 1795.33 5424.05 1812.5 5419.85 1814.4 5416.15 1821.62 5416.04
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
#######xkk##x########x##k#####k#x##################xk#kx###Y#Y#k#x#########x####
0 .06 828.62 .045 1138.71 .03 1177.6 .045 1579.88 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1138.71 1177.6 231.81 384.64 379.81 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 761.02 5394.16 F
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5391.72 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.34 *Wt. n-Val.
* 0.045 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5390.37 *Reach Len. (ft)
* 231.81 * 384.64 * 379.81
* Crit W.S. (ft)
* 5390.37 *Flow Area (sq ft)
* 1233.27 * 360.66 * 635.92
* E.G. Slope (ft/ft)
*0.004060 *Area (sq ft)
* 1452.91 * 360.66 * 635.92
* Q Total (cfs)
*13470.00 * Flow (cfs)
*6362.38 *5024.19 *2083.43
* Top Width (ft)
* 862.26 *Top Width (ft)
* 499.67 * 38.89 * 323.70
* Vel Total (ft/s)
* 6.04 *Avg. Vel. (ft/s)
* 5.16 * 13.93 * 3.28 *
* Max Cbl Dpth (ft)
* 9.27 * Hydr. Depth (ft)
* 3.88 * 9.27 * 1.96
* Conv. Total (cfs)
*211406.9 * Conv. (cfs)
* 99855.3 * 78853.0 * 32698.7
* Length Wtd. (ft)
* 334.99 * Wetted Per. (ft)
* 321.76 * 38.89 * 327.25 *
* Min Ch El (ft)
* 5381.10 * Shear (lb/sq ft)
* 0.97 * 2.35 * 0.49
* Alpha *
2.37 * Stream Power (lb/ft s
) * 5.01 * 32.74 * 1.61
* Frew Loss (ft)
* 1.43 *Cum Volume (acre-ft) * 21.57 * 32.39 * 82.17 *
* C & E Loss (ft)
* 0.03 *Cum SA (acres)
* 11.50 * 4.87 * 32.67
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
water surface was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 58431
INPUT
Description: CROSS SECTION 58431
Station Elevation Data num= 51
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5391.19 214.95 5391.16 359.19 5391.06 468.04 5390.72 477.05 5390.27
531.76 5389.75 580.32 5389.96 596.8 5389.33 699.62 5388.23 714.99 5388.51
725.04 5385.26 738.78 5387.73 760.63 5386.25 796.8 5385.56 818.75 5383.29
863.83 5384.77 900.42 5383.48 914.11 5378.87 928.24 5378.71 940.16 5378.85
957.76 5379.74 971.78 5383.48 1015.9 5383.21 1030.42 5380 1063.14 5382
1068.78 5385.1 1143.05 5386.53 1156.67 5384.62 1176.89 5385.05 1191.6 5382.95
1241.51 5384.01 1364.52 5385.4 1393.36 5386 1447.54 5386.27 1471.2 5386.06
1508.93 5387.83 1550.91 5388 1584.47 5420.79 1588.79 5419.12 1599.45 5419.12
1614.27 5425.65 1649.42 5424.79 1661.95 5427.14 1729.53 5429.26 1747.14 5428
1752.03 5426.68 1779.8 5426 1786.65 5422.27 1808.78 5421.04 1831.89 5413.45
1851.4 5413.18
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 699.62 .045 914.11 .03 957.76 .045
Bank Sta: Left Right Lengths: Left Channel Right CoeffComr. Expan.
914.11 957.76 499.45 458.79 405.91 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5388.59 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.25 *Wt. n-Val.
* 0.045 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5387.33 *Reach Len. (ft)
* 499.45 * 458.79 * 405.91
* Crit W.S. (ft)
*5387.33 * Flow Area (sq ft)
* 492.77 * 364.00 * 1475.06
* E.G. Slope (ft/ft)
*0.004509 * Area (sq ft)
* 492.77 * 364.00 * 1475.06
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 2121.90 * 4976.87 * 6371.24
* Top Width (ft)
* 771.51 *Top Width (ft)
* 187.34 * 43.65 * 540.51
* Vel Total (111s)
* 5.78 *Avg. Vel. (ft/s)
* 4.31 * 13.67 * 4.32 *
* Max Chl Dpth (ft)
8.62 * Hydr. Depth (ft)
* 2.63 * 8.34 * 2.73
* Conv. Total (cfs)
*200589.4 * Conv. (cfs)
* 31598.4 * 74113.4 * 94877.7
* Length Wtd.(ft)
* 435.47 *Wetted Per. (11)
* 188.82 * 43.67 * 542.57 *
* Min Ch El (ft)
* 5378.71 * Shear (16/sq ft)
* 0.73 * 2.35 * 0.77
* Alpha *
2.42 * Stream Power (lb/ft s
) * 3.16 * . 32.08 * 3.31
* Frcm Loss (ft)
* 1.99 *Cum Volume (acre-ft) * 16.39 * 29.19 * 72.96 *
* C & E Loss (ft)
* 0.02 *Cum SA (acres)
* 9.68 * 4.51 * 28.91
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 It (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57973
INPUT
Description: CROSS SECTION 57973
Station Elevation Data num= 56
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5386.64 191.06 5386.63 198.49 5385.98 226.26 5385.63 274.29 5385.6
314.98 5385.74 356.22 5386.6 366.83 5385.84 409.52 5386 483.65 5385.6
498.82 5384.05 534.13 5385.9 626.96 5385.54 657.73 5383.29 675.31 5383.27
706.6 5382.87 722.91 5381.99 745.9 5381.34 762.73 5374.67 786.23 5374.42
796.85 5375.73 804.93 5379.97 853.17 5380.04 890 5378.62 899.46 5380.11
931.4 5378.2 937.99 5380.6 948.68 5381.19 979.56 5380.37 1016.41 5380.5
1032.69 5380.76 1041.87 5382.58 1089.56 5383.08 1098.75 5383.38 1164.95 5382.16
1271.67 5381.83 1342.53 5382.38 1396.16 5382.26 1416.98 5382.71 1460.11 5384.77
1480.4 5390 1508.44 5402.96 1534.12 5414.02 1534.38 5415.11 1553.26 5414.94
1602.78 5412.88 1642.97 5411.65 1672.65 5411.65 1688.37 5410.16 1719.85 5409.68
1784.17 5407.15 1832.57 5406.01 1862.91 5406.15 1891.01 5404.16 1934.12 5403.97
1938.57 5403.28
Mannings n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 675.31 .045 762.73 .03 786.23 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
762.73 796.85 375.52 380.49 375.63 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
##########################z#####Y########Y###################Y####zzzz######################zzz
* E.G. Elev (ft)
* 5385.46 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.17 * Wt. n-Val.
* 0.046 * 0.033 * 0.045 *
* W.S. Elev(ft)
* 5384.28 * Reach Len. (ft)
* 375.52 * 380.49 * 375.63
* Crit W.S. (ft)
* 5384.28 * Flow Area (sq ft)
* 259.08 * 326.61 * 1798.64
* E.G. Slope (ft/ft)
*0.004651 * Area (sq ft)
* 259.08 * 326.61 * 1798.64
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 1040.67 * 4486.80 * 7942.53
* Top Width (ft)
* 812.45 *Top Width (ft)
* 125.28 * 34.12 * 653.05
* Vel Total (ft/s)
* 5.65 *Avg. Vel. (ft/s)
* 4.02 * 13.74 * 4.42 *
* Max Chl Dpth (ft)
* 9.86 * Hydr. Depth (ft)
* 2.07 * 9.57 * 2.75
* Conv. Total (cfs)
* 197518.9 * Conv. (cfs)
* 15260.0 * 65792.7 * 116466.2
* Length Wtd. (ft)
* 377.16 *Wetted Per. (ft)
* 126.64 * 34.20 * 654.99 *
* Min Ch El (ft)
* 5374.42 * Shear (lb/sq ft)
* 0.59 * 2.77 * 0.80
* Alpha *
2.37 * Stream Power (lb/ft s) * 2.39 * 38.09 * 3.52
* Frew Loss (ft)
* 1.66 * Cum Volume (acre-ft) * 12.08 * 25.55 * 57.71 *
* C & E Loss (ft)
* 0.06 *Cum SA (acres)
* 7.88 * 4.10 * 23.34
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57592
INPUT
Description: CROSS SECTION 57592
Station Elevation Data num= 53
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5383.17 71.38 5383.1 84.97 5382.69 225.02 5382.45 245.21 5382.19
366.15 5382.33 395.56 5382.97 407.34 5382.54 417.1 5382.46 463.2 5382.85
477.15 5382.76 529.31 5381.41 535.65 5380.17 542.6 5380 600.86 5379.31
740.65 5379.51 757.01 5377.49 796.11 5376.46 810.58 5376.94 829.35 5372.85
866.05 5372.65 874.47 5377.01 957.48 5377.48 1007.59 5378.24 1048.97 5377.65
1058.86 5378.31 1088.61 5378.36 1118.86 5377.7 1163.24 5380.13 1209.75 5379.84
1295 5378.81 1350.72 5379.13 1413.15 5378.68 1498.67 5379.33 1526.76 5379.83
1564.88 5381.48 1579.04 5381.65 1599.34 5389.2 1613.31 5393.55 1625.71 5400
1634.03 5402.31 1653.62 5403.38 1709.61 5403.2 1735.44 5397.13 1774.34 5395.65
1782.16 5397.4 1802.82 5397.89 1844.46 5398 1846.28 5396.37 1861.47 5395.83
1896.34 5395.98 1897.98 5395.31 1954.98 5395.27
Mannin& n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 600.86 .045 829.35 .03 866.05 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
829.35 866.05 338.4 349.1 358.05 .l .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5382.12 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 0.99 *Wt. n-Val. * 0.046 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5381.14 *Reach Len. (ft)
* 338.40 * 349.10 * 358.05
* Crit W.S. (ft)
* 5381.14 * Flow Area (sq ft)
* 724.77 * 307.81 * 1693.74
* E.G. Slope (ft/ft)
*0.004189 * Area(sq ft)
* 724.77 * 307.81 * 1693.74
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 2823.53 * 4073.24 * 6573.23
* Top Width (ft)
* 1026.26 * Top Width (ft)
* 298.64 * 36.70 * 690.91
* Vel Total (ft/s)
* 4.94 *Avg. Vel. (ft/s)
* 3.90 * 13.23 * 3.88 *
* Max Chi Dpth (ft)
* 8.49 * Hydr. Depth (ft)
* 2.43 * 8.39 * 2.45
* Conv. Total (cfs)
*208125.6 * Conv. (cfs)
*43626.5 *62935.9 *101563.3
* Length Wtd. (ft)
* 353.10 *Wetted Per. (ft)
* 299.33 * 36.70 * 692.12
* Min Ch El (ft)
* 5372.65 * Shear (lb/sq ft)
* 0.63 * 2.19 * 0.64
* Alpha *
2.60 * Stream Power (lb/ft s)
* 2.47 * 29.02 * 2.48
* Frcm Loss (ft)
* 1.17 * Cum Volume (acre-ft) * 7.84 * 22.78 * 42.65
* C & E Loss (ft)
* 0.13 * Cum SA (acres)
* 6.06 * 3.79 * 17.55
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 It (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57243
INPUT
Description: CROSS SECTION 57243 - U/S PEDESTRIAN BRIDGE
Station Elevation Data num= 55
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
xxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxx**xx*xxxxx*xxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxx*xx
0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62
177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01
500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15
683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23
823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68
911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45
1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92
1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28
1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52
1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42
1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx***
0 .05 833.29 .03 911.59 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
833.29 911.59 40.02 40.17 40.19 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 651.96 5379.25 F
CROSS SECTION OUTPUT Profile #100-YEAR
*xxxxxxxx*xx*xxxxxxxxx*xxxxx*xxxxxxxxx*xxxxx**xx**xx«*****xxxx**xxxxxxx*xxxxxxxxxxxxxxxxxxxxxxx
* E.G. Elev (ft)
* 5379.14 *Element
* Vel Head (ft)
* 0.56 *Wt. n-Val.
* W.S. Elev(ft)
* 5378.58 * Reach Len. (11)
* Crit W.S. (ft)
* 5377.70 * Flow Area (sq ft)
* E.G. Slope (ft/ft)
*0.002667 * Area (sq ft)
* Q Total (cfs)
*13470.00 *Flow (cfs)
* Top Width (ft)
* 991.72 *Top Width (ft)
* Vel Total (ft/s)
* 4.99 *Avg. Vel. (ft/s)
* Max Chl Dpth (ft)
* 8.22 * Hydr. Depth (ft)
* Conv. Total (cfs)
*260814.7 * Conv. (cfs)
* Length Wtd. (ft)
* 14.00 *Wetted Per. (ft)
* Min Ch El (ft)
* 5370.36 * Shear (16/sq ft)
Left OB * Channel * Right OB *
0.050 * 0.030 * 0.040 *
* 14.00 * 14.00 * 14.00
* 112.80 * 501.93 * 2084.06 *
° 186.92 * 501.93 *2084.06 *
137.49 *4325.90 *9006.61 *
* 297.32 * 78.30 * 616.10 *
1.22 * 8.62 * 4.32 *
* 0.71 * 6.41 * 3.38
* 2662.1 *83760.9 *1743913
* 159.38* 81.16*616.44*
* 0.12 * 1.03 * 0.56 *
* Alpha * 1.46 * Stream Power (lb/ft s) * 0.14 * 8.88 * 2.43 *
* Frctn Loss (ft) * 0.05 *Cum Volume (acre-ft) * 4.30 * 19.54 * 27.13
* C & E Loss (ft) * 0.03 *Cum SA (acres) * 3.74 * 3.33 * 12.18
#########x*x#xxxx###xx#x#xxxxxx#x##x######xx#######*xxxxxxx##xx*x*xxxxxxx###x#*#x#####xx###x*#x
Warning: Divided flow computed for this cross-section.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
BRIDGE
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57229
INPUT
Description: PEDESTRIAN BRIDGE 572+29
Distance from Upstream XS = 14
Deck/Roadway Width = I1
Weir Coefficient = 2.6
Upstream Deck/Roadway Coordinates
num= 5
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
833 5378.22 833 5382.72 5376.97 870 5382.58 5376.83
910 5380.78 5375.03 910 5376.28
Upstream Bridge Cross Section Data
Station Elevation Data num= 55
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
##########xx#xx#x###x######*#############*#x##x*xx#x#*##x##x#x#xx#####xx########
0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62
177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01
500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15
683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23
823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68
911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45
1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92
1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28
1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52
1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42
1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .05 833.29 .03 911.59 .04
Bank Sta: Left Right CoeffCoatr. Expan.
833.29 911.59 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 651.96 5379.25 F
Downstream Deck/Roadway Coordinates
num= 6
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
824 5378.22 824 5382.72 5376.97 862 5382.58 5376.83
900 5380.78 5375.03 900 5376.28 903.75 5374.14
Downstream Bridge Cross Section Data
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
###M#R#########Rk#########M#########M#####k#k#####R#k#MMkM###R#R#R#RR#k###k###R#
0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03
342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3
694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86
829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14
931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86
1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376
1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72
1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48
1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46
1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .05 829.71 .03 903.75 .045
Bank Sta: Left kighr coeu contr. Expan.
829.71 903.75 .1 .3
Ineffective Flow num= I
Sta L Sta R Elev Permanent
0 777 5378.39 F
Upstream Embankment side slope = 0 horiz. to 1.0 vertical
Downstream Embankment side slope = 0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow = .95
Elevation at which weir flow begins = 5372.97
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Bridge Coefficient Sets = 1
Low Flow Methods and Data
Energy
Selected Low Flow Methods = Highest Energy Answer
High Flow Method
Energy Only
Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
Class B flow critical depth computations use critical depth
inside the bridge at the upstream end
Criteria to check for pressure flow = Upstream energy grade line
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57203
INPUT
Description: CROSS SECTION 57203 - D/S PEDESTRIAN BRIDGE
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
xxxxxxxxxxxxxxxxxx*x*xxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxx*x*xx*xxxxx
0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03
342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3
694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86
829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14
931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86
1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376
1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72
1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48
1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46
1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
0 .05 829.71 .03 903.75 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
829.71 903.75 398.11 444.05 388.17 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 777 5378.39 F
CROSS SECTION OUTPUT Profile #100-YEAR
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxx*xxx*x*x*xxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxx
* E.G. Elev (ft) * 5378.84 *Element * Left OB * Channel * Right OB
* Vel Head (ft) * 1.21 *Wt. n-Val. * 0.050 * 0.030 * 0.045 *
* W.S. Elev (ft) * 5377.63 *Reach Len. (ft) * 398.11 * 444.05 * 388.17
* Crit W.S. (ft) * 5377.63 * Flow Area (sq ft) * 29.59 * 424.11 * 1586.32
* E.G. Slope (ft/ft) *0.006514 * Area (sq ft) * 91.00 * 424.11 * 1586.32 *
* Q Total (cfs) *13470.00 *Flow (cfs) * 52.58 * 5321.07 * 8096.35 *
* Top Width (ft) * 858.16 *Top Width (ft) * 185.70 * 74.04 * 598.42
* Vel Total (ft/s) * 6.60 *Avg. Vel. (ft/s) * 1.78 * 12.55 * 5.10 *
* Max Chi Dpth (ft) * 7.50 * Hydr. Depth (ft) * 0.64 * 5.73 * 2.65
* Conv. Total (cfs) *166895.0 * Conv. (cfs) * 651.5 *65928.7 *100314.8
* Length Wtd. (ft) * 422.45 *Wetted Per. (ft) * 46.42 * 76.28 * 598.55 *
* Min Ch El (ft) * 5370.13 * Shear (1b/sq ft) * 0.26 * 2.26 * 1.08
* Alpha * 1.79 * Stream Power (lb/ft s) * 0.46 * 28.37 * 5.50
* Frew Loss (ft) * 2.37 * Cum Volume (acre-ft) * 4.07 * 19.19 * 25.25 *
* C & E Loss (ft) * 0.06 *Cum SA (acres) * 3.43 * 3.30 * 11.61
***xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
I
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 56759
INPUT
Description: CROSS SECTION 56759
Station Elevation Data num= 52
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5377.07 17.88 5378.59 75.32 5378.84 99.51 5378.16 195.15 5377.57
263.54 5378.59 309.14 5375.91 343.35 5376.56 351.42 5374.27 359.34 5377.32
388.14 5376 481.85 5376.18 526.06 5374.74 569.77 5374.4 640.36 5374.9
667.94 5373.63 712.41 5374.9 725.47 5373.51 757.72 5373.64 777.85 5374.51
829.26 5374.58 861.82 5375.36 890.06 5373.58 908.59 5366.29 924.4 5366.29
934.37 5368.84 965.17 5369.34 985.44 5370.87 995.53 5368.83 1004 5368.33
1021.57 5368.28 1027.51 5367.19 1064.24 5366.29 1072.31 5368.47 1089.33 5369.74
1092.03 5370.64 1151.37 5371.09 1157.6 5372.6 1223 5374.45 1307.82 5374.85
1339.81 5375.67 1362.38 5374.65 1389.85 5376.68 1455.7 5376.49 1485 5377.53
1550.07 5378 1590.62 5380 1610.16 5382 1626.4 5385.62 1641 5386
1658.75 5394.09 1668.07 5394.35
Maiming's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 861.82 .045 908.59 .03 1064.24 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
908.59 1064.24 307.87 417.5 388.09 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 860.6 5375.33 F
15161668.07 5380 F
CROSS SECTION OUTPUT Profile #100-YEAR
Y###x######x#x######x####x###############################x#Y########Y#Y#YY##########xx#####xY##
* E.G. Elev (ft)
* Vel Head (ft)
* W.S. Elev (ft)
* Crit W.S. (ft)
* E.G. Slope (ft/ft)
* Q Total (cfs)
* Top Width (ft)
* Vel Total (ft/s)
* Max Chl Dpth (ft;
* Conv. Total (cfs)
* Length Wtd. (ft)
* Min Ch EI (ft)
# Alpha
* Frctn Loss (ft)
* C & E Loss (ft)
* 5376.11 *Element
* 1.78 *Wt. n-Val.
* 5374.33 * Reach Len. (ft)
* 5373.59 * Flow Area (sq ft)
*0.004883 * Area (sq ft)
*13470.00 * Flow (cfs)
* 436.61 * Top Width (ft)
* 9.13 * Avg. Vel. (ft/s)
* 8.04 * Hydr. Depth (ft)
*192772.5 * Conv. (cfs)
* 404.25 * Wetted Per. (ft)
* 5366.29 * Shear (lb/sq ft)
1.38 * Stream Power (lb/ft s)
* 2.95 *Cum Volume (acre-ft)
* 0.01 * Cum SA (acres)
Left OB * Channel * Right OB
0.045 * 0.030 * 0.045 *
* 307.87 * 417.50 * 388.09
* 85.90 * 959.33 * 430.19
* 132.84 * 959.33 * 430.19
384.15 *11127.29 * 1958.56
* 126.45 * 155.65 * 154.51
4.47 * 11.60 * 4.55 *
* 2.82 * 6.16 * 2.78
* 5497.6 *159245.4 *28029.4
* 31.84 * 156.36 * 155.20
* 0.82 * 1.87 * 0.84
3.68 * 21.69 * 3.85
* 3.04* 12.13 * 16.27*
* 2.01 * 2.13 * 8.26 *
**********xxxx*xxxxxxxx*xxxxxxxxxxx**xxx***x*x*xxx*xxxxx*xxxxxxx******xx*******xxxxxxx*xxx*xxxx
Warning: Divided flow computed for this cross-section.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
water surface was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 56341
INPUT
Description: CROSS SECTION 56341
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
xxxxxxxxxxxxx*******xxx*xxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxx**************xx*xx****
0 5374.22 14.5 5374.6 69.4 5374.83 96.01 5374.49 157.11 5375
197.38 5374.75 255.27 5375.07 303.02 5374.4 314.9 5372.36 320.97 5374.65
340.09 5374.79 408.52 5374.46 448.36 5375.03 544.62 5374.8 594.9 5373.27
618.9 5373.44 644.56 5372.87 667.81 5371.34 683.89 5371.6 715.66 5370.08
749.46 5370.2 767.25 5369.31 775.96 5363.5 804.28 5363.24 810.54 5366.52
827.67 5366 831.87 5364.36 844.3 5366 907.84 5366.7 1003.21 5367.03
1020.83 5369.1 1057.65 5370.06 1089.13 5370.04 1110.24 5371.14 1150.35 5370.84
1200.36 5371.95 1224.89 5372.11 1336.12 5372.11 1364.76 5372.87 1374.24 5371.6
1403.85 5370.58 1438.32 5371.09 1463.8 5375.97 1483.3 5384.68 1510.57 5384.11
1522.23 5383.05 1547.44 5383.16 1585.37 5385.44 1619.58 5380 1638.66 5379.97
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
xxxxxx**xxx*x**xx*xxx*x*xxxxxxxxxx**xx*xx*****xxxxx**xxxxxxxxxxxxxx*xxx*x*xxx*x*
0 .06 749.46 .03 804.28 .045 1224.89 .06 1463.8 .08
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
749.46 810.54 446.27 424.35 386.13 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
1364.76 1638.66 5372.87 F
CROSS SECTION OUTPUT Profile #100-YEAR
xxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxx*x**x*x*xxxxx***x*x**xxxxxxxxxxx*x*xxxxxx*xxx*xxxxxxxxxxxxxxx
* E.G. Elev (ft)
* 5373.15 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.93 *Wt. n-Val.
* 0.060 * 0.032 * 0.045 *
* W.S. Elev (ft)
* 5371.22 * Reach Len. (ft)
* 446.27 * 424.35 * 386.13
* Crit W.S. (ft)
* 5371.07 * Flow Area (sq ft)
* 49.87 * 329.77 * 1087.45
* E.G. Slope (ft/ft)
*0.012070 * Area (sq ft)
* 49.87 * 329.77 * 1106.51 *
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 123.28 * 5062.77 * 8283.95 *
* Top Width (ft)
* 528.99 *Top Width (ft)
* 57.55 * 61.08 * 410.37
* Vel Total (ft/s)
* 9.18 *Avg. Vel. (ft/s)
* 2.47 * 15.35 * 7.62 *
* Max Chl Dpth (ft)
* 7.98 * Hydr. Depth (ft)
* 0.87 * 5.40 * 3.05
* Conv. Total (cfs)
* 122608.3 * Conv. (cfs)
* 1122.1 * 460810 * 75403.2
* Length Wtd. (ft)
* 409.66 * Wetted Per. (ft)
* 57.58 * 63.67 * 357.36
* Min Ch El (ft)
* 5363.24 * Shear (lb/sq ft)
* 0.65 * 3.90 * 2.29 *
* Alpha * 1.47 * Stream Power Qb/ft s) * 1.61 * 59.92 * 17.47 *
* Frctn Loss (ft) * 3.32 *Cum Volume (acre-ft) * 2.40 * 5.96 * 9.42
* C & E Loss (ft) * 0.29 *Cum, SA (acres) * 1.36 * 1.09 * 5.74
##############k#x#x#x#xkx#xxxxx*x##############*#k#####kxx####xxx##########
Warning: Divided flow computed for this cross-section.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Note: Manning's n values were composited to a single value in the main channel.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
water surface was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 55917
INPUT
Description CROSS SECTION 55917 (D/S LIMIT OF REACH 3)
Station Elevation Data num= 52
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
05370.37 41.31 5371 90.3 5370 104.2 5370.14 152.65 5369.4
194.49 5370.44 228.05 5370.65 310.01 5372 409.13 5371.6 446.5 5370.93
46532 5371.21 480.48 5368.3 500.64 5368.82 518.07 5368.42 524.71 5369.31
543.81 5367.32 587.7 5366.9 698.2 5365.25 719.49 5365.43 747.88 5364.74
771.77 5361.24 809.91 5360.95 833.45 5363.21 882.06 5364.74 912.2 5368.81
932.71 5369.82 952.97 5365.25 979.11 5364.47 1008.62 5365.1 1012.67 5365.44
1028.77 5368.81 1107.69 5368.04 1188.11 5367.82 1238.93 5368.28 1293.24 5367.39
1368.42 5366.94 1433.77 5367.04 1468.91 5367.4 1555.81 5367.41 1605.48 5367.96
1631.85 5367.53 1699.11 5367.61 1721.55 5367.98 1816.32 5368 1838.23 5370.51
1859.48 5371.96 1889.77 5372.03 1897.7 5371.77 1910.98 5369.11 1928.5 5369.11
1930.33 5370.2 1954.43 5370
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 524.71 .045 771.77 .03 809.91 .045 1555.81 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Court. Expan.
719.49 882.06 21100.78 21817.521417.83 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
zx#x#x##xxz#x##z#x####zzz#z###z#z#z###z#############xx####x#x##xx#z#z###zk###z##zk##z########zz
* E.G. Elev (ft)
* Vel Head (ft)
* W.S. Elev (ft)
* Crit W.S. (ft)
* E.G. Slope (ft/ft)
* Q Total (cfs)
* Top Width (ft)
* Vel Total (ft/s)
* 5369.54 * Element
* 0.97 * Wt n-Val.
* 5368.57 * Reach Len. (ft)
* 5368.57 * Flow Area (sq ft)
*0.005812 *Area (sq ft)
*13470.00 *Flow (cfs)
* 1255.18 * Top Width (ft)
* 5.78 *Avg. Vel. (ft/s)
Left OB * Channel * Right OB *
0.045 * 0.038 * 0.047
# # # #
* 417.99 * 893.27 * 1019.70 *
* 417.99 * 893.27 * 1019.70
* 1779.70 * 8530.49 * 3159.81
* 207.10 * 162.57 * 885.51
4.26* 9.55* 3.10*
* Max Chi Dpth (ft)
* 7.62 * Hydr. Depth (ft) * 2.02
* 5.49 * 1.15 *
* Conv. Total(cfs)
*176684.5 * Conv.(cfs) *23344.1
*111893.5 *41446.9
* Length Wtd. (ft)
* * Wetted Per. (ft) * 207.22 *
162.97 * 886.55
* Min Ch El (ft)
* 5360.95 * Shear (lb/sq ft) * 0.73 *
1.99 * 0.42
* Alpha *
1.87 *Stream Power (lb/ft s) * 3.12 *
18.99 * 1.29
* Frem Loss (ft)
* * Cum Volume (acre-ft) *
* C & E Loss (ft)
* * Cum SA (acres)
Warning: Divided flow computed for this cross-section.
SUMMARY OF MANNING'S N VALUES
River:CLEAR CREEK
#x######x######x#########x#x#######x#x#x*######xxxx*###*xxx#############xxx*#####xx############
* Reach * River Sta. * nl * n2 * n3 * n4 * n5 * n6
##xxxx#xxx#####x##x#x##x#######*#xxxxxxxx*#####k#xxxx*#########xxx#xxx###xx######k#xxx#*#######
*ABOVESHERIDAN *
60612
*
.045*
.01*
.045*
.03*
.045*
*ABOVE SHERIDAN *
60222
*
.06*
.01*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
60217
*Bridge *
*ABOVESHERIDAN *
60197
*
.08*
.01*
.05*
.03*
.05*
.06*
*ABOVE SHERIDAN *
59964
*
.04*
.045*
.03*
.045*
.05*
*ABOVE SHERIDAN *
59656
*
.05*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
59276
*
.06*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
58816
*
.06*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
58431
*
.06*
.045*
.03*
.045*
*ABOVE SHERIDAN *
57973
*
06*
.045*
.03*
.045*
*ABOVE SHERIDAN *
57592
*
.06*
.045*
03*
.045*
*ABOVE SHERIDAN *
57243
*
.05*
.03*
.04*
*ABOVE SHERIDAN *
57229
*Bridge *
*ABOVE SHERIDAN *
57203
*
.05*
.03*
.045*
*ABOVE SHERIDAN *
56759
*
.06*
.045*
.03*
.045*
*ABOVE SHERIDAN *
56341
*
.06*
.03*
.045*
.06*
.08*
*ABOVE SHERIDAN *
55917
*
06*
.045*
.03*
.045*
.06*
########x#x##x##x###x###x########zzzzzzzzzz#x#x#x
###x#####x####z#######xx#######x#zzzzzzzzz####
SUMMARY OF REACH LENGTHS
River: CLEAR CREEK
* Reach * River St& * Left * Channel * Right
#################x###xxx#x###########x##x####x###################
*ABOVE SHERIDAN * 60612 * 391.75* 390.05* 388.08*
*ABOVE SHERIDAN * 60222 * 25.6* 25.26* 25.04*
*ABOVE SHERIDAN *
60217
*Bridge *
*ABOVE SHERIDAN *
60197
*
232.73*
232.99*
227.5*
*ABOVESHERIDAN *
59964
*
280.91*
307.74*
343.47*
*ABOVE SHERIDAN *
59656
*
436.92*
380.11*
310.32*
*ABOVESHERIDAN *
59276
*
426.61*
459.69*
426.06*
*ABOVESHERIDAN *
58816
*
231.81*
384.64*
379.81*
*ABOVESHERIDAN *
58431
*
499.45*
458.79*
405.91*
*ABOVE SHERIDAN *
57973
*
375.52*
380.49*
375.63*
*ABOVE SHERIDAN *
57592
*
338A*
349.1*
358.05*
*ABOVESHERIDAN *
57243
* 40.02*
40.t7*
40.19*
*ABOVE SHERIDAN *
57229
*Bridge *
*ABOVESHERIDAN *
57203
* 398.11*
444.05*
388.17*
*ABOVE SHERIDAN *
56759
* 307.87*
417.5*
388.09*
*ABOVE SHERIDAN *
56341
* 446.27*
424.35*
386.13*
*ABOVE SHERIDAN *
55917
* 21100.78* 21817.5
* 21417.83*
SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: CLEAR CREEK
* Reach * River Sta. * Contr. * Expan.
*ABOVE SHERIDAN *
60612
*
.1*
.3*
*ABOVE SHERIDAN *
60222
*
.3*
.5*
*ABOVE SHERIDAN *
60217
*Bridge
*ABOVE SHERIDAN *
60197
*
.3*
.5*
*ABOVESHERIDAN *
59964
*
.1*
.3*
*ABOVE SHERIDAN *
59656
*
.1*
.3*
*ABOVE SHERIDAN *
59276
*
.1*
.3*
*ABOVE SHERIDAN *
58816
*
.1*
.3*
*ABOVESHERIDAN *
58431
*
.1*
3*
*ABOVESHERIDAN *
57973
*
.1*
.3*
*ABOVE SHERIDAN *
57592
*
.1*
.3*
*ABOVE SHERIDAN *
57243
*
.1*
.3*
*ABOVE SHERIDAN *
57229
*Bridge
*ABOVESHERIDAN *
57203
*
.1*
.3*
*ABOVESHERIDAN *
56759
*
.1*
3*
*ABOVESHERIDAN *
56341
*
.1*
.3*
*ABOVESHERIDAN *
55917
*
.1*
.3*
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HEC-RAS Version 4.0.0 March 2008
U.S. Army Corps of Engineers
Hydrologic Engineering Center
609 Second Street
Davis, California
X
X )C XXXX X
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*********x*xx***x*x**************x*********************x*xx**xxx*xxxx*xx********
PROJECT DATA
Project Title: SMITH PROPOSED
Project File : SMITHPROPOSED.prj
Run Date and Time: 9/11/2009 2:59:26 PM
Project in English units
Project Description:
CLEAR CREEK FLOOD HAZARD AREA DELINEATION (FHAD)
PREPARED BY: HVS ENGINEERING INC., September 2009
PREPARED FOR: ELIZABETH SMITH & TOM PARCHMAN
**********************xxx*x***************x**xxxx*x*xx***xxx*xx**xx**x**********
PLAN DATA
Plan Title: PROPOSED
Plan File : C:\HVS\Elizabeth Smith\IIEC-RAS\SMITHPROPOSED.p06
Geometry Title: PROPOSED
Geometry File : C:\HVS\Elizabeth Smith\BEC-RAS\SNHTIiPROPOSED.gO2
Flow Title : CLEAR CREEK FHAD FINAL OPT MODIFIED
Flow File : C:\HVS\Elizabeth Smith\HEC-RAS\SMITHPROPOSED.f02
Plan Summary Information:
Number of. Cross Sections = 15 Multiple Openings = 0
Culverts = 0 Inline Structures = 0
Bridges = 2 Lateral Structures = 0
Computational Information
Water surface calculation tolerance = 0.01
Critical depth calculation tolerance= 0.01
Maximum number of iterations = 40
Maximum difference tolerance = 0.3
Flow tolerance factor = 0.001
Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
FLOW DATA
Flow Title: CLEAR CREEK FHAD FINAL OPT MODIFIED
Flow File : C:\HVS\Elizabeth Smith\HEC-RAS\SMITHPROPOSED.102
Flow Data (cfs)
* River Reach RS * 100-YEAR
* CLEAR CREEK ABOVE SHERIDAN 60612 * 13470*
Boundary Conditions
* River Reach Profile * Upstream Downstream
* CLEAR CREEK ABOVE SHERIDAN 100-YEAR * Known WS = 5263.38
GEOMETRY DATA
Geometry Title: PROPOSED
Geometry File : C:\HVS\Elizabeth Smith\IIEC-RAS\SMITHPROPOSED.g02
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60612
INPUT
Description: CROSS SECTION 60612
Station Elevation Data num= 49
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5406.19 36.09 5406.02 64.57 5406.05 68.43 5406.73 84.22 5407.39
89.97 5407.39 99.66 5407.06 113.94 5406.22 117.56 5405.6 131.73 5406.78
159.34 5404.49 164.37 5403.6 838.43 5403.12 884.37 5402.63 918.76 5402.14
986.03 5401.78 1000.41 5401.88 1008.31 5401.07 1025.2 5400.96 1040.37 5400.25
1052.38 5398.9 1066.64 5396.03 1078.03 5396.27 1084.64 5395.54 1091.17 5391.72
1134.66 5391.98 1144.08 5400.79 1150.41 5401.42 1186.28 5401.63 1206.49 5401.41
1260.82 5401.56 1298.46 5401.28 1310.84 5401.69 1333.44 5401.65 1371.77 5401.36
1393.7 5401.4 1422A9 5402 1432.59 5402.4 1505.37 5403.98 1520.02 5404
1563.6 5404.73 1602.49 5403.55 1611.24 5403.56 1627.65 5408 1632.93 5410
1659.93 5427.73 1691.47 5445.89 1728.7 5448.14 1769.3 5447.8
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
######k###kkk#######Y##########k##########Y######Y###kkk#kk###############Y#####
0 .045 164.37 .01 838.43 .045 1091.17 .03 1134.66 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1091.17 1134.66 391.75 390.05 388.08 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 838.43 5406 T
CROSS SECTION OUTPUT Profile #1100-YEAR
* E.G. Elev (ft)
* 5405.98 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.51 * Wt. n-Val. *
0.045 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5404.47 * Reach Len. (ft)
* 391.75 * 390.05 * 388.08
* Crit W.S. (ft)
* 5404.47 * Flow Area (sq ft)
* 873.72 * 548.91 * 1055.07
* E.G. Slope (ft/ft)
*0.002384 * Area (sq ft)
* 1625.13 * 548.91 * 1055.07
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 3207.62 * 7195.58 * 3066.80
* Top Width (ft)
* 1431.23 * Top Width (ft)
* 931.73 * 43.49 * 456.02
* Vel Total (ft/s)
* 5.44 *Avg. Vel. (ft/s)
* 3.67 * 13.11 * 2.91 *
* Max Chl Dpth (ft)
* 12.75 * Hydr. Depth (ft)
* 3.46 * 12.62 * 2.31
* Conv. Total (cfs)
*275898.7 * Conv. (cfs)
*65699.9 *147383.1 *62815.6
* Length Wtd. (ft)
* 389.88 *Wetted Per. (ft)
* 254.25 * 43.49 * 459.71
* Min Ch El (ft)
* 5391.72 * Shear (lb/sq ft)
* 0.51 * 1.88 * 0.34
* Alpha *
3.28 * Stream Power (lb/ft s)
* 1.88 * 24.62 * 0.99
* Frctn Loss (ft)
* 0.54 *Cum Volume (acre-ft) * 67.77 * 50.82 * 132.76
* C & E Loss (ft)
* 0.29 *Cum SA (acres)
* 35.08 * 6.62 * 53.49
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60222
INPUT
Description: CROSS SECTION 60222 - U/S PEDESTRIAN BRIDGE
Station Elevation Data num= 49
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
#YY#########Y####Y#Ykk#######YY##YY##*####kk##########Y##Y##Y#############Y####Y
0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65
135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2
287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6
1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54
1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25
1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397,62 1491.56 5399.36
1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13
1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41
1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404
1941.04 5440 1952.95 5448.07 1962.53 5449.38 198L28 5450.46
Manning's n Values nnm= 6
Sta n Val Sta n Val Sm n Val Sta n Val Sta n Val
0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045
1880.73 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1271.7 1323.71 25.6 25.26 25,04 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1008.4 5403.97 F
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5404.14 * Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 0.52 *Wt. n-Val.
* 0.045 * 0.030 * 0.045
* W.S. Elev (ft)
* 5403,62 * Reach Len. (ft)
* 5.00 * 5.00 * 5.00
` * Crit W.S. (ft)
* 5402.31 * Flow Area (sq ft)
* 1106.99 * 688.28 * 1994.39
* E.G. Slope (ft/ft)
*0.000917 * Area (sq ft)
* 1143A0 * 688.28 * 1994.39
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 3073.31 * 5774.20 * 4622.49
* Top Width (ft)
* 1661.10 * Top Width (ft)
* 1048.43 * 52.01 * 560.66
* Vel Total (ft/s)
* 3.55 *Avg. Vel. (ft/s)
* 2.78 * 8.39 * 2.32 *
* Max Chl Dpth (ft)
* 13.37 * Hydr. Depth (ft)
* 4.68 * 13.23 * 3.56
* Conv. Total (cfs)
*444936.8 * Conv. (cfs)
*101516.6 *190731.6 *152688.7
* Length Wtd. (ft)
* 5.00 * Wetted Per. (ft)
* 239.18 * 52.01 * 567.14
* Min Ch El (ft)
* 5390.25 * Shear (lb/sq ft)
* 0.26 * 0.76 * 0.20
* Alpha *
2.67 * Stream Power (lb/ft s) * 0.74 * 6.35 * 0.47
* Fran Loss (ft)
* 0.01 *Cum Volume (acre-ft) * 55.32 * 45,28 * 119.17
* C & E Loss (ft)
* 0.13 * Cum SA (acres)
* 26.18 * 6.20 * 48.96
Warning: Divided flow computed for this cross-section.
Warning: The cross-section end points had to be extended vertically for the computed water surface.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than IA. This may indicate the need for additional cross sections.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
BRIDGE
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60217
INPUT
Description PEDESTRIAN BRIDGE 602+17
Distance from Upstream XS = 5
Deck/Roadway Width = 9
Weir Coefficient = 2.6
Upstream Deck/Roadway Coordinates
num= 5
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1252 5400.35 1252 5404.85 5399.1 1295 5406.54 5400.79
1338 5404.9 5399.15 1338 5400.4
Upstream Bridge Cross Section Data
Station Elevation Data num= 49
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5403.49 48.19 5403.49 74.39 5403.75 81.31 5403.25 110.2 5403.65
135.93 5404.29 151.12 5404.29 183.1 5404.71 191.13 5405.15 252.91 5405.2
287.01 5403.85 288.99 5402.14 296.21 5403.36 319.78 5403.6 1006.32 5403.6
1008.4 5403.97 1035.97 5403.61 1051.05 5400.31 1108.77 5399.08 1152.18 5398.54
1199.07 5398.47 1230.95 5398.87 1254.03 5399.58 1269.74 5391.96 1271.7 5390.25
1323.71 5390.52 1327.15 5399.33 1357.02 5399.08 1450.64 5397.62 1491.56 5399.36
1522.64 5399.48 1533.94 5400 1560.9 5400.24 1613.97 5401.18 1631.91 5401.13
1652.74 5400.66 1668.31 5400.94 1688.63 5400.37 1717.51 5400.55 1738.38 5400.41
1783.64 5401.19 1797.94 5400.79 1845.23 5401.67 1880.73 5401.98 1885.22 5404
1941.04 5440 1952.95 5448.07 1962.53 5449.38 1981.28 5450.46
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 319.78 .01 1006.32 .045 1271.7 .03 1323.71 .045
1880.73 .06
Bank Sta: Left Right Coeff Contr. Expan.
1271.7 1323.71 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1008.4 5403.97 F
Downstream Deck/Roadway Coordinates
num= 7
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1237.2 5398.6 1251 5400.35 1251 5404.85 5399.1
1295 5406.54 5400.79 1337 5404.9 5399.15 1337 5400.4
1353.19 5398.98
Downstream Bridge Cross Section Data
Station Elevation Data num= 46
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87
222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09
1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56
1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61
1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98
1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09
1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05
1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08
1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450
198197 5450.9
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
#####x#x########x##x#x#####*#*#########x#################x###x###*#*########xxxx
0 .08 287.01 .01 1004.78 .05 1270.15 .03 1322.7 .05
1886.56 .06
Bank Sta: Left Right Coeff Contr. Expan.
1270.15 1322.7 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1005.59 5404.09 F
Upstream Embankment side slope = 0 horiz. to 1.0 vertical
Downstream Embankment side slope = 0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow = .95
Elevation at which weir flow begins = 5397.62
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Bridge Coefficient Sets = 1
Low Flow Methods and Data
Energy
Selected Low Flow Methods = Energy
High Flow Method
Energy Only
Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
Class B flow critical depth computations use critical depth
inside the bridge at the upstream end
Criteria to check for pressure flow = Upstream energy grade line
CROSS SECTION
RIVER CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 60197
INPUT
Description: CROSS SECTION 60197 - D/S PEDESTRIAN BRIDGE
Station Elevation Data num= 46
Sta. Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5403.09 84.49 5403.03 120.43 5403.96 177.52 5403.66 182.62 5403.87
222.4 5403.75 254.39 5404.61 287.01 5403.61 1004.78 5403.59 1005.59 5404.09
1034.04 5403.85 1049.91 5400.55 1065.44 5400 1098.55 5399.3 1125.51 5398.56
1211.29 5398.52 1225.84 5397.87 1237.2 5398.6 1255.53 5396.71 1266.25 5392.61
1270.15 5390.01 1322.7 5390.27 1324.58 5399.33 1339.98 5398.76 1353.19 5398.98
1431.67 5397.62 1482.05 5399.99 1534.53 5400 1551.38 5400.44 1615.72 5401.09
1646.14 5400.57 1671.41 5401.03 1684.11 5400.08 1721.36 5400.23 1734.66 5400.05
1782.27 5400.79 1818.72 5400.79 1855.03 5401.38 1866.45 5402 1880.57 5402.08
1886.56 5404 1921.53 5426.91 1954.05 5448 1955.9 5448.83 1966.04 5450
1981.97 5450.9
Manning's n Values num= 6
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .08 287.01 .01 1004.78 .05 1270.15 .03 13223 .05
1886.56 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1270.15 1322.7 232.73 232.99 227.5 .3 .5
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 1005.59 5404.09 F
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft) * 5403.64 *Element * Left OB * Channel * Right OB
* Vel Head (ft) * 1.36 *Wt. n-Val. * 0.050 * 0.030 * 0.050 *
* W.S. Elev (ft) * 5402.28 * Reach Len. (ft) * 232.73 * 232.99 * 227.50
* Crit W.S. (ft) * 5402.28 * Flow Area (sq ft) * 850.69 * 637.85 * 1254.73
* E.G. Slope (ft/ft) *0.002148 * Area(sq ft) * 850.69 * 637.85 * 1254.73
* Q Total (cfs) *13470.00 *Flow (cfs) * 2798.71 * 7733.30 * 2937.98
* Top Width (ft) * 839.59 * Top Width (ft) * 228.55 * 52.55 * 558.49
* Vel Total (ftls) * 4.91 *Avg. Vel. (ft/s) * 3.29 * 12.12 * 2.34 *
* Max Chl Dpth (ft) * 12.27 * Hydr. Depth (ft) * 3.72 * 12.14 * 2.25
* Conv. Total (cfs) *290638.7 * Conv. (cfs) *60387.1 *166859.4 *63392.1
* Length Wtd.(ft) * 231.73 *Wetted Per. (ft) * 230.43 * 52.55 * 566.05
* Min Ch El (ft) * 5390.01 * Shear (lb/sq ft) * 0.50 * 1.63 * 0.30 *
* Alpha * 3.64 * Stream Power (lb/ft s) * 1.63 * 19.73 * 0.70 *
* Frem Loss (ft) * 0.60 * Cum Volume (acre-ft) * 54.67 * 44.95 * 118.12
* C & E Loss (ft) * 0.02 *Cum SA (acres) * 25.67 * 6.19 * 48.64
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 59964
INPUT
Description: CROSS SECTION 59964
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5401.64 26.6 5402.08 56.22 5401.66 79.69 5402.77 130.5 5403.4
167.24 5403.27 243.38 5403.5 261.61 5403.18 299A 15403.29 313.06 5403.87
398.06 5404.1 459.53 5403.85 511.6 5404.09 773.13 5404.04 899.8 5404.07
930.07 5404.73 985.78 5402.27 1016.7 5401.58 1035.89 5396.99 1059.46 5396.22
1111.24 5396.33 1142.86 5395.75 1163.95 5393.19 1208.29 5394.93 1217.73 5395.38
1226.39 5392.71 1247.42 5393.14 1255.91 5388.18 1292.77 5388.55 1297.66 5392.93
1316.16 5392.43 1328.84 5394.95 1353.84 5396.38 1375.05 5396.78 148925 5397.71
1498.4 5398.13 1531.62 5398 1570.66 5398.93 1605.25 5398.6 1709.02 5399.13
1758.74 5399.1 1801.68 5398.64 1814.89 5400.61 1855.91 5420.47 1901.79 5446.01
1906.96 5448 1921.16 5449.48 1926.35 5450.96 1975.46 5452.1 2005.06 5452.15
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
############Y###Y###x#####Y#YY####k#####x##k##xxxxx####Y####xxx######Y######x###
0 .04 1035.89 .045 1255.91 .03 1292.77 .045 1353.84 .05
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan
1255.91 1292.77 280.91 307.74 343.47 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
####Yx####kx#xY####Y############Y#Y#####kk###########Y##Y####k#x#######x#########x###k#####xYxY
* E.G. Elev (ft) * 5400.86 *Element * Left OB * Channel * Right OB
* Vel Head (ft) * 1.42 *Wt. n-Val * 0.045 * 0.030 * 0.047 *
* W.S. Elev (ft) * 5399.44 * Reach Len. (ft) * 280.91 * 307.74 * 343.47
* Crit W.S. (ft) * 5399.44 * Flow Area (sq ft) * 992.93 * 408.24 * 869.89
* E.G. Slope (ft/ft) *0.003162 * Area (sq ft) * 992.93 * 408.24 * 869.89
* Q Total (cfs) *13470.00 *Flow (cfs) * 4929.31 * 5649.08 * 2891.61
* Top Width (ft) * 781.40 *Top Width (ft) * 230.26 * 36.86 * 514.28
* Vel Total (ft/s) * 5.93 *Avg. Vel. (ft/s) * 4.96 * 13.84 * 3.32 *
* Max Chl Dpth (ft) * 11.26 * Hydr. Depth (ft) * 4.31 * 11.08 * 1.69
* Conv. Total (cfs) *239555.4 * Conv. (cfs) * 87664.7 *100465.3 * 51425.4
* Length Wtd. (ft) * 310.18 *Wetted Per. (ft) * 232.52 * 36.86 * 516.34
* Min Ch El (ft) * 5388.18 * Shear (lb/sq ft) * 0.84 * 2.19 * 0.33
* Alpha * 2.61 * Stream Power (lb/ft s) * 4.18 * 30.25 * 1.11
* Frem Loss (ft) * 1.09 * Cum Volume (acre-ft) * 49.75 * 42.16 * 112.57
* C & E Loss (ft) * 0.05 *Cum SA (acres) * 24.45 * 5.95 * 45.84
##########YYY##########Y#Y###########xY##YY#Y########k######Y#Yx##Y#xk##########k######YYY##k##
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m), between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 59656
INPUT
Description: CROSS SECTION 59656
Station Elevation Data num= 57
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5399.65 21.86 5399.1 59.56 5399.51 197.93 5399.59 240.27 5399.86
250.35 5399.47 303.11 5399.46 351.27 5398.61 413.6 5398.61 514 5397.81
521.27 5398 607.67 5397.31 666.81 5397.3 786 5396.31 875.07 5395.81
973.49 5394.66 997.27 5392.87 1015.18 5390.24 1043.51 5391.98 1048.34 5392
1073.72 5394.3 1083.6 5394.02 1093.04 5393.22 1106.05 5393.2 1124.71 5388.75
1127.14 5387.05 1147.54 5386.82 1161.68 5388 1169.1 5388.92 1178.54 5392.35
1178.75 5393.36 1202.82 5393.94 1214.5 5393.96 1252.78 5393.65 1272.29 5394.02
1287.48 5394.68 1310.1 5392.71 1336.03 5394.68 1384.56 5394.68 1447.11 5393.86
1513.56 5393.92 1536.58 5395.67 1559.64 5394 1584.1 5394.38 1619.78 5395.85
1656.41 5396.7 1665.61 5396.2 1694.39 5398.03 1734.63 5401.84 1773.88 5415.34
1783.82 5416.73 1800.59 5426 182174 5436 1843.48 5446.02 1850.83 5447.28
f 1916.51 5448.3 1941.73 5447.66
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .05 197.93 .045 1127.14 .03 1161.68 .045 1734.63 .06
Bank Sta: Left Right Lengths: Left Channel Right CoeffCourr. Expan.
1127.14 1161.68 436.92 380.11 310.32 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5398.16 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.26 *Wt. n-Val. * 0.045 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5396.91 * Reach Len. (ft)
* 436.92 * 380.11 * 310.32
* Crit W.S. (ft)
* 5396.91 * Flow Area (sq ft)
* 953.46 * 337.66 * 1339.82
* E.G. Slope (ft/ft)
*0.003934 *Area (sq ft)
* 953.46 * 337.66 * 1339.82
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 3442.09 * 4791.59 * 5236.32
* Top Width (ft)
* 962.38 *Top Width (ft)
* 412.82 * 34.54 * 515.02
* Vel Total (ft/s)
* 5.12 *Avg. Vel. (ft/s)
* 3.61 * 14.19 * 3.91 *
* Max Chi Dpth (ft)
* 10.09 * Hydr. Depth (ft)
* 2.31 * 9.78 * 2.60
* Conv. Total (cfs)
*214747.7 * Conv. (cfs)
* 54876.1 * 76390.6 * 83480.9
* Length Wtd. (ft)
* 363.99 *Wetted Per. (ft)
* 414.34 * 34.59 * 516.90
* Min Ch El (ft)
* 5386.82 * Shear (lb/sq ft)
* 0.57 * 2.40 * 0.64
* Alpha *
3.09 * Stream Power (lb/ft s)
* 2.04 * 34.02 * 2.49
* Frctn Loss (ft)
* 1.42 * Cum Volume (acre-ft) * 43.47 * 39.52 * 103.86
* C & E Loss (ft)
* 0.09 *Cum SA (acres)
* 22.38 * 5.70 * 41.78
Y########k#######
###########YYY##Y############YY#########Y#YYYY#####################Y##YYY#Y###
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 It (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 59276
INPUT
Description: CROSS SECTION 59276
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
##*#R###R#####k###########Y#YYYYYYk###########YYYYYY#Y######Y#Y####YYYYYYYY##Y##
0 5396.41 26.36 5395.95 95.23 5396.13 100.11 5395.02 121.16 5397.62
158.37 5399.3 177.2 5398.36 250.29 5398.15 309.25 5398.76 354.14 5399.16
414.57 5400.09 443.61 5395.67 474.42 5393.17 543.61 5392.75 653.45 5391.6
708.99 5392 781.68 5391.95 808.6 5391.21 866.1 5392.46 887.98 5390.83
920.93 5391.06 940.35 5390.33 959.92 5390.89 969.28 5385.81 1006.53 5385.42
1018.04 5386.48 1022.8 5387.91 1036.04 5388.82 1071.93 5389.14 1105.41 5391.88
1117.61 5389.42 1126.74 5391.9 1185.64 5390.8 1251.33 5390.93 1300.01 5391.47
1320.25 5392.92 1353.41 5390.22 1417.75 5391.81 1451.23 5392.34 1536.2 5390.73
1541.48 5391.72 1607.17 5391.47 1651.66 5392.47 1704.34 5394.16 1740.04 5398
1769.6 5410.03 1790.67 5420 1800.38 5426.06 1820.05 5434.97 1842.58 5436.23
Manning's n Values mum= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 443.61 .045 969.28 .03 1018.04 .045 1740.04 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
969.28 1018.04 426.61 459.69 426.06 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5394.60 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 0.95 *Wt. n-Val.
* 0.045 * 0.030 * 0.045 *
* W.S.EIev(ft)
* 5393.65 * Reach Len. (ft)
* 426.61 * 459.69 * 426.06
* Crit W.S. (ft)
* 5393.65 * Flow Area (sq ft)
* 895.18 * 387.93 * 1619.56
* E.G. Slope (ft/ft)
*0.003884 * Area (sq ft)
* 895.18 * 387.93 * 1619.56
* Q Total(cfs)
*13470.00 * Flow(cfs)
* 2708.22 * 4768.82 * 5992.96
* Top Width (ft)
* 1219.93 * Top Width (ft)
* 500.78 * 48.76 * 670.39
* Vel Total (ft/s)
* 4.64 * Avg. Vel. (ft/s)
* 3.03 * 12.29 * 3.70 *
* Max Chl Dpth (ft)
* 8.23 * Hydr. Depth (ft)
* 1.79 * 7.96 * 2.42
* Conv. Total (cfs)
*216140.5 * Conv. (cfs)
* 43456.3 * 76520.8 * 96163.4
* Length Wtd. (ft)
* 438.19 *Wetted Per. (ft)
* 502.20 * 48.81 * 671.66
* Min Ch EI (ft)
* 5385.42 * Shear (lb/sq ft)
* 0.43 * 1.93 * 0.58
* Alpha *
2.85 * Stream Power (lb/ft s
) * 1.31 * 23.69 * 2.16
* Fran Loss (ft)
* 1.65 *Cum Volume (acre-ft) * 34.20 * 36.35 * 93.32
* C & E Loss (ft)
* 0.02 *Cum SA (acres)
* 17.79 * 5.33 * 37.56
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 58816
INPUT
Description: CROSS SECTION 58816
Station Elevation Data num= 57
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5393.45 55.17 5393.45 102.79 5392.19 146.83 5391.69 216.99 5392.04
337.08 5391.92 414.28 5391.06 519 5389.4 571 5389.4 670 5390
724 5389 811 5389 812 5390 815 5389 819 5388
822 5387 828.62 5385.54 831.92 5387.93 885.7 5387.15 906.16 5384.61
909.39 5386.58 947.29 5387.5 984.64 5386.88 1011.68 5387.5 1042.27 5387.27
1049.6 5386.07 1078.21 538636 1096.52 5385.95 1104.49 5383.48 1110.75 5384.96
1117.89 5383.45 1138.71 5381.1 1177.6 5381.1 1183.8 5388.42 1196.57 5389.42
1201.75 5389.25 1230.2 5387.32 1236.4 5387.17 1283.3 5387.42 1320.32 5388.01
1333.41 5388.51 1362.18 5387.77 1426.65 5389.23 1506.27 5390.45 1511.65 5394.4
1530.3 5395.62 1543.72 5398 1579.88 5426 1593.58 5429.04 1676 5429.25
1733.87 5431.47 1776.67 5427.95 1783.32 5424.55 1795.33 5424.05 1812.5 5419.85
1814.4 5416.15 1821.62 5416.04
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Stn n Val Sta n Val
0 .06 828.62 .045 1138.71 .03 1177.6 .045 1579.88 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1138.71 1177.6 231.81 384.64 379.81 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5391.54 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.12 *Wt. n-Val. * 0.046 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5390.42 * Reach Len. (ft)
* 231.81 * 384.64 * 379.81
* Crit W.S. (ft)
* 5390.42 * Flow Area (sq ft)
* 1602.80 * 362.24 * 649.09
* E.G. Slope (ft/ft)
*0.003641 *Area (sq ft)
* 1602.80 * 362.24 * 649.09
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 6646.27 * 4792.93 * 2030.80
* Top Width (ft)
* 1048.95 * Top Width (ft)
* 683.71 * 38.89 * 326.34
* Vel Total (ft/s)
* 5.15 *Avg. Vel. (ft/s)
* 4.15 * 13.23 * 3.13 *
* Max Chl Dpth (ft)
* 9.31 * Hydr. Depth (ft)
* 2.34 * 9.31 * 1.99
* Conv. Total (cfs)
*223224.0 * Conv. (cfs)
*110141.7 *79428.1 *33654.3
* Length Wtd. (ft)
* 333.39 *Wetted Per. (ft)
* 687.21 * 38.89 * 329.90 *
* Min Ch El (ft)
* 5381.10 * Shear (lb/sq ft)
* 0.53 * 2.12 * 0.45
* Alpha *
2.72 * Stream Power (16/ft s
) * 2.20 * 28.02 * 1.40
* Frew Loss (ft)
* 1.35 *Cum Volume (acre-ft) * 21.97 * 32.40 * 82.22 *
* C & E Loss (ft)
* 0.01 *Cum SA (acres)
* 11.99 * 4.87 * 32.68
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 It (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 58431
INPUT
Description: CROSS SECTION 58431
Station Elevation Data num= 51
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
#k###R####k##X#Xk########KKXKK##########X#k###k##k################k#######X#KK####*
0 5391.19 214.95 5391.16 359.19 5391.06 468.04 5390.72 477.05 5390.27
531.76 5389.75 580.32 5389.96 596.8 5389.33 699.62 5388.23 714.99 5388.51
725.04 5385.26 738.78 5387.73 760.63 5386.25 796.8 5385.56 818.75 5383.29
863.83 5384.77 900.42 5383.48 914.11 5378.87 928.24 5378.71 940.16 5378.85
957.76 5379.74 971.78 5383.48 1015.9 5383.21 1030.42 5380 1063.14 5382
1068.78 5385.1 1143.05 5386.53 1156.67 5384.62 1176.89 5385.05 1191.6 5382.95
1241.51 5384.01 1364.52 5385.4 1393.36 5386 1447.54 5386.27 1471.2 5386.06
1508.93 5387.83 1550.91 5388 1584.47 5420.79 1588.79 5419.12 1599.45 5419.12
1614.27 5425.65 1649.42 5424.79 1661.95 5427.14 1729.53 5429.26 1747.14 5428
1752.03 5426.68 1779.8 5426 1786.65 5422.27 1808.78 5421.04 1831.89 5413.45
1851.4 5413.18
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
kxx#####kx##kxxk##k#kkk###########x###x#kk########x#######kx####
0 .06 699.62 .045 914.11 .03 957.76 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
914.11 957.76 499.45 458.79 405.91 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
###kkkk#kYk##kkk#kk##########x########k#k#######xx#kx#k####k##k##########X####x######x#k###k#k#
* E.G. Elev (ft)
* 5388.59 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.25 * Wt. n-Val.
* 0.045 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5387.33 * Reach Len. (ft)
* 499.45 * 458.79 * 405.91
* Crit W.S. (ft)
* 5387.33 * Flow Area (sq ft)
* 492.77 * 364.00 * 1475.06
* E.G. Slope (ft/ft)
*0.004509 * Area(sq ft)
* 492.77 * 364.00 * 1475.06
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 2121.90 * 4976.87 * 6371.24
* Top Width (ft)
* 771.51 *Top Width (ft)
* 187.34 * 43.65 * 540.51
* Vel Total (ftIs)
* 5.78 *Avg. Vel. (ft/s)'
* 4.31 * 13.67 * 4.32 *
* Max Chl Dpth (ft)
* 8.62 * Hydr. Depth (ft)
* 2.63 * 8.34 * 2.73
* Conv. Total (cfs)
*200589.4 * Conv. (cfs)
* 31598.4 * 74113.4 * 94877.7
* Length Wtd. (ft)
* 435.47 *Wetted Per. (ft)
* 188.82 * 43.67 * 542.57
* Min Ch El (ft)
* 5378.71 * Shear (Ib/sq ft)
* 0.73 * 2.35 * 0.77
* Alpha *
2.42 * Stream Power (lb/ft s) * 3.16 * 32.08 * 3.31
* Frew Loss (ft)
* 1.99 *Cum Volume (acre-ft) * 16.39 * 29.19 * 72.96
* C & E Loss (ft)
* 0.02 *Cum SA (acres)
* 9.68 * 4.51 * 28.91
#####k###x##xk##k
k#################xk######
######kk##k#############kk##k#######k#############k#
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57973
INPUT
Description: CROSS SECTION 57973
Station Elevation Data num= 56
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5386.64 191.06 5386.63 198.49 5385.98 226.26 5385.63 274.29 5385.6
314.98 5385.74 356.22 5386.6 366.83 5385.84 409.52 5386 483.65 5385.6
498.82 5384.05 534.13 5385.9 626.96 5385.54 657.73 5383.29 675.31 5383.27
706.6 538187 722.91 5381.99 745.9 5381.34 762.73 5374.67 786.23 5374.42
796.85 5375.73 804.93 5379.97 853.17 5380.04 890 5378.62 899.46 5380.11
931.4 5378.2 937.99 5380.6 948.68 5381.19 979.56 5380.37 1016.41 5380.5
1032.69 5380.76 1041.87 5382.58 1089.56 5383.08 1098.75 5383.38 1164.95 5382.16
1271.67 5381.83 1342.53 5382.38 1396.16 5382.26 1416.98 5382.71 1460.11 5384.77
1480.4 5390 1508.44 5402.96 1534.12 5414.02 1534.38 5415.11 1553.26 5414.94
1602.78 5412.88 1642.97 5411.65 1672.65 5411.65 1688.37 5410.16 1719.85 5409.68
1784.17 5407.15 1832.57 5406.01 1862.91 5406.15 1891.01 5404.16 1934.12 5403.97
1938.57 5403.28
Mannings n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 675.31 .045 762.73 .03 786.23 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
762.73 796.85 375.52 380.49 375.63 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5385.46 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.17 *Wt. n-Val.
* 0.046 * 0.033 * 0.045 *
* W.S.Elev(ft)
* 5384.28 * Reach Len. (ft)
* 375.52 * 380.49 * 375.63
* Crit W.S. (ft)
*5384.28 * Flow Area (sq ft)
* 259.08 * 326.61 * 1798.64
* E.G. Slope (ft/fl)
*0.004651 * Area (sq'ft)
* 259.08 * 326.61 * 1798.64
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 1040.67 * 4486.80 * 7942.53
* Top Width (ft)
* 812.45 *Top Width (ft)
* 125.28 * 34.12 * 653.05
* Vel Total (ft/s)
* 5.65 *Avg. Vel. (ft/s)
* 4.02 * 13.74 * 4.42 *
* Max Chi Dpth (ft)
* 9.86 * Hydr. Depth (ft)
* 2.07 * 9.57 * 2.75
* Conv. Total (cfs)
* 197518.9 * Conv. (cfs)
* 15260.0 * 65792.7 * 116466.2
* Length Wtd. (ft)
* 377.16 *Wetted Per. (ft)
* 126.64 * 34.20 * 654.99 *
* Min Ch El (ft)
* 5374.42 * Shear (16/sq ft)
* 0.59 * 2.77 * 0.80
* Alpha *
2.37 * Stream Power (Ib/ft s) * 2.39 * 38.09 * 3.52
* Frcm Loss (ft)
* 1.66 * Cum Volume (acre-ft) * 12.08 * 25.55 * 57.71 *
* C & E Loss (ft)
* 0.06 *Cum SA (acres)
* 7.88 * 4.10 * 23.34
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57592
INPUT
Description: CROSS SECTION 57592
Station Elevation Data num= 53
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5383.17 71.38 5383.1 84.97 5382.69 225.02 5382.45 245.21 5382.19
366.15 5382.33 395.56 5382.97 407.34 5382.54 417.1 5382.46 463.2 5382.85
477.15 5382.76 529.31 5381.41 535.65 5380.17 542.6 5380 600.86 5379.31
740.65 5379.51 757.01 5377.49 796.11 5376.46 810.58 5376.94 829.35 5372.85
866.05 5372.65 874.47 5377.01 957.48 5377.48 1007.59 5378.24 1048.97 5377.65
1058.86 5378.31 1088.61 5378.36 1118.86 5377.7 1163.24 5380.13 1209.75 5379.84
1295 5378.81 1350.72 5379.13 1413.15 5378.68 1498.67 5379.33 1526.76 5379.83
1564.88 5381.48 1579.04 5381.65 1599.34 5389.2 1613.31 5393.55 1625.71 5400
1634.03 5402.31 1653.62 5403.38 1709.61 5403.2 1735.44 5397.13 1774.34 5395.65
1782.16 5397.4 1802.82 5397.89 1844.46 5398 1846.28 5396.37 1861.47 5395.83
1896.34 5395.98 1897.98 5395.31 1954.98 5395.27
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 600.86 .045 829.35 .03 866.05 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
829.35 866.05 338.4 349.1 358.05 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5382.12 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 0.99 *Wt. n-Val.
* 0.046 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5381.14 * Reach Len. (ft)
* 338.40 * 349.10 * 358.05
* Crit W.S. (ft)
* 5381.14 * Flow Area (sq ft)
* 724.77 * 307.81 * 1693.74
* E.G. Slope (ft/ft)
*0.004189 * Area(sq ft)
* 724.77 * 307.81 * 1693.74
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 2823.53 * 4073.24 * 6573.23
* Top Width (ft)
* 1026.26 * Top Width (ft)
* 298.64 * 36.70 * 690.91
* Vel Total (ft/s)
* 4.94 *Avg. Vel. (ft/s)
* 3.90 * 13.23 * 3.88 *
* Max Chl Dpth (ft)
* 8.49 * Hydr. Depth (ft)
* 2.43 * 8.39 * 2.45
* Conv. Total (cfs)
*208125.6 * Conv. lets)
*43626.5 *62935.9 *101563.3
* Length Wtd.(ft)
* 353.10 *Wetted Per. (ft)
* 299.33 * 36.70 * 692.12
* Min Ch El (ft)
* 5372.65 *Shear (lb/sq ft)
* 0.63 * 2.19 * 0.64
* Alpha *
2.60 * Stream Power (lb/ft s) * 2.47 * 29.02 * 2.48
* Frctn Loss (ft)
* 1.17 * Cum Volume (acre-ft) * 7.84 * 22.78 * 42.65
* C & E Loss (ft)
* 0.13 *Cum SA (acres)
* 6.06 * 3.79 * 17.55
###k#kk#k########
k#Yk##kk#k#xxk#####x#######k#kkkkk#####xxx#xxx#######x#########x###x####kk##k#
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: The energy loss was greater than 1.0 It (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57243
INPUT
Description: CROSS SECTION 57243 - U/S PEDESTRIAN BRIDGE
Station Elevation Data num= 55
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
####k###x##x########k#x#######x##x####k#x#x#######x##########x##x#####k#k##xxxxx
0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62
177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01
500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15
683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23
823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68
911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45
1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92
1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28
1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52
1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42
1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .05 833.29 .03 911.59 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
833.29 911.59 40.02 40.17 40.19 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 651.96 5379.25 F
CROSS SECTION OUTPUT Profile 9100-YEAR
#k##########x##########xx########x#####k###x#########x#x###k###x###########x##xx#########k#xx##
* E.G. Elev (ft)
* 5379.14 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 0.56 *Wt. n-Val.
* 0.050 * 0.030 * 0.040 *
* W.S. Elev (ft)
* 5378.58 * Reach Len. (ft)
* 14.00 * 14.00 * 14.00
* Crit W.S. (ft)
* 5377.70 * Flow Area (sq ft)
* 112.80 * 501.93 * 2084.06
* E.G. Slope (ft/ft)
*0.002667 *Area (sq ft)
* 186.92 * 501.93 * 2084.06
* Q Total (cis)
*13470.00 *Flow (cfs)
* 137.49 * 4325.90 * 9006.61
* Top Width (ft)
* 991.72 *Top Width (ft)
* 297.32 * 78.30 * 616.10
* Vel Total (ft/s)
* 4.99 *Avg. Vel. (ft/s)
* 1.22 * 8.62 * 4.32 *
* Max Chi Dpth (ft)
* 8.22 * Hydr. Depth (ft)
* 031 * 6.41 * 3.38
* Conv. Total (cis)
*260814.7 * Coav. (cfs)
* 2662.1 * 83760.9 *174391.7
* Length Wtd. (ft)
* 14.00 *Wetted Per. (ft)
* 159.38 * 81.16 * 616.44 *
* Min Ch El (ft)
* 5370.36 * Shear (lb/sq ft)
* 0.12 * 1.03 * 0.56
* Alpha *
1.46 * Stream Power (lb/ft s) * 0.14 * 8.88 * 2.43
* Frctn Loss (ft)
* 0.05 * Cum Volume (acre-ft) * 430 * 19.54 * 27.13 *
* C& E Loss (ft)
* 0.03 *Cum SA (acres)
* 3.74 * 3.33 * 12.18
Warning: Divided flow computed for this cross-section.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
BRIDGE
RIVER CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57229
INPUT
Description: PEDESTRIAN BRIDGE 572+29
Distance from Upstream XS = 14
Deck/Roadway Width = 11
Weir Coefficient = 2.6
Upstream Deck/Roadway Coordinates
num= 5
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
833 5378.22 833 5382.72 5376.97 870 5382.58 5376.83
910 5380.78 5375.03 910 5376.28
Upstream Bridge Cross Section Data
Station Elevation Data num= 55
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5379.98 41.74 5378.84 72.83 5379.74 110.15 5379.94 161.27 5379.62
177.94 5380.55 271.31 5379.89 291.07 5380.62 374.18 5379.99 461.13 5380.01
500.05 5378.28 573.26 5377.71 621.25 5378.25 651.96 5379.25 664.75 5379.15
683.34 5378 720.04 5377.89 781.86 5378.1 791.42 5377.23 805.88 5377.23
823.21 5378 833.29 5378 848.68 5370.36 888.86 5370.36 897.09 5374.68
911.59 5375.01 920.6 5375 961.79 5373.87 1093.77 5372.97 1132.39 5373.45
1159.58 5375.98 1213.66 5375.7 1266.15 5376 1305.38 5376.88 1382.4 5375.92
1480.72 5375.98 1507.86 5376.56 1526.61 5378.08 1545.39 5386.72 1580.02 5405.28
1617.52 5406.55 1691.39 5405.02 1703.22 5402.61 1735.34 5398.69 1772.35 5397.52
1783.18 5392 1813.09 5390.06 1862.72 5392 1882.1 5390.64 1895.47 5392.42
1942.29 5390.71 1963.52 5392.21 2022.62 5392.07 2032.55 5389.89 2039.95 5391.88
Mannings n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .05 833.29 .03 911.59 .04
Bank Sta: Left Right Coeff Contr. Expan.
833.29 911.59 .1 .3
Ineffective Flow num= 1
L, Sta L Sta R Elev Permanent
0 651.96 5379.25 F
j Downstream Deck(Roadway Coordinates
num= 6
Sta Hi Cord Lo Cord Sta. Hi Cord Lo Cord Sta Hi Cord Lo Cord
824 5378.22 824 5382.72 5376.97 862 5382.58 5376.83
900 5380.78 5375.03 900 5376.28 903.75 5374.14
Downstream Bridge Cross Section Data
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
i. 0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03
342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3
694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86
829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14
931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86
1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376
1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72
1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48
1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46
1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
***«x*xxxxxxxxxx***x*****x***.*****x********x***
0 .05 829.71 .03 903.75 .045
Bank Sta: Left Right Coeff Comr. Expan.
829.71 903.75 l .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 777 5378.39 F
Upstream Embankment side slope = 0 horiz. to 1.0 vertical
Downstream Embankment side slope = 0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow = .95
Elevation at which weir flow begins = 5372.97
Energy head used in spillway design =
Spillway height used in design =
Weir crest shape = Broad Crested
Number of Bridge Coefficient Sets = 1
Low Flow Methods and Data
Energy
Selected Low Flow Methods = Highest Energy Answer
High Flow Method
Energy Only
Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
Class B flow critical depth computations use critical depth
inside the bridge at the upstream end
Criteria to check for pressure flow = Upstream energy grade line
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 57203
INPUT
Description: CROSS SECTION 57203 - D/S PEDESTRIAN BRIDGE
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
*xxxxxxxx**x*xxx*xx*xxx*x*xx*xxx***x**xxx*xx*xxxx**xxx*****x*x**********xxx*xxx*
0 5379.99 17.8 5379.61 113.32 5379.45 168.33 5379.02 263.03 5379.03
342.19 5378.67 423.12 5378.06 550.14 5377.83 659.15 5377.19 693.25 5376.3
694.03 5376.68 726.28 5377.69 777.49 5378.39 789.23 5376.86 817.28 5376.86
829.71 5377.45 847.02 5370.32 883.34 5370.13 890.42 5373.63 903.75 5374.14
931.09 5374 1027.08 5373.14 1094.3 5372.74 1119.59 5373.02 1146.7 5373.86
1183.56 5375.66 1280.51 5375.93 1336.57 5377.24 1362.8 5376.83 1390.81 5376
1421.89 5375.67 1449.8 5375.92 1495.59 5377.07 1513.57 5378.59 1531.55 5386.72
1565.1 5405.78 1612.38 5407.08 1639.53 5406.63 1673.37 5405.02 1712.56 5399.48
1739.29 5397.11 1773.01 5395.49 1783.7 5391.21 1813.37 5390 1825.47 5390.46
1854.27 5390.65 1929.09 5390.4 1945.93 5389.96 2006.38 5390 2039.95 5389.66
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
0 .05 829.71 .03 903.75 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
829.71 903.75 398.11 444.05 388.17 .1 .3
Ineffective Flow num= 1
Sta L Sta R Elev Permanent
0 777 5378.39 F
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5378.84 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.21 *Wt. n-Val.
* 0.050 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5377.63 * Reach Len. (ft)
* 398.11 * 444.05 * 388.17
* Crit W.S. (ft)
*5377.63 * Flow Area (sq ft)
* 29.59 * 424.11 * 1586.32
* E.G. Slope (ft/ft)
*0.006514 * Area (sq ft)
* 91.00 * 424.11 * 1586.32 *
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 52.58 * 5321.07 * 8096.35 *
* Top Width (ft)
* 858.16 *Top Width (ft)
* 185.70 * 74.04 * 598.42
* Vel Total (ft/s)
* 6.60 * Avg. Vel. (ft/s)
* 1.78 * 12.55 * 5.10 *
* Max Chl Dpth (ft)
* 7.50 * Hydr. Depth (ft)
* 0.64 * 5.73 * 2.65
* Conv. Total (cfs)
*166895.0 * Conv. (cfs)
* 651.5 *65928.7 *100314.8
* Length Wtd. (ft)
* 422.45 *Wetted Per. (ft)
* 46.42 * 76.28 * 598.55 *
* Min Ch El (ft)
* 5370.13 * Shear (16/sq ft)
* 0.26 * 2.26 * 1.08
* Alpha *
1.79 * Stream Power (lb/ft s) * 0.46 * 28.37 * 5.50
* Fran Loss (ft)
* 2.37 * Cum Volume (acre-ft) * 4.07 * 19.19 * 25.25 *
* C & E Loss (ft)
* 0.06 *Cum SA (acres)
* 3.43 * 3.30 * 11.61
Warning: The energy equation could not be balanced within the specified number of iterations. The
program used critical depth for the water surface and continued on with the calculations.
Warning: Divided flow computed for this cross-section.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to critical
depth, the calculated water surface came back below critical depth. This indicates that there
is not a valid subcritical answer. The program defaulted to critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
energy was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 56759
INPUT
Description: CROSS SECTION 56759
Station Elevation Data num= 52
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
##M#kkk#Y#Y####Y##k#kkkY#######MkYYYk##kk#Y#######k##YY#Y#########k#Y#Y#########
0 5377.07 17.88 5378.59 75.32 5378.84 99.51 5378.16 195.15 5377.57
263.54 5378.59 309.14 5375.91 343.35 5376.56 351.42 5374.27 359.34 5377.32
388.14 5376 481.85 5376.18 526.06 5374.74 569.77 5374.4 640.36 5374.9
667.94 5373.63 712.41 5374.9 725.47 5373.51 757.72 5373.64 777.85 5374.51
829.26 5374.58 861.82 5375.36 890.06 5373.58 908.59 5366.29 924.4 5366.29
934.37 5368.84 965.17 5369.34 985.44 5370.87 995.53 5368.83 1004 5368.33
1021.57 5368.28 1027.51 5367.19 1064.24 5366.29 1072.31 5368.47 1089.33 5369.74
1092.03 5370.64 1151.37 5371.09 1157.6 5372.6 1223 5374.45 1307.82 5374.85
1339.81 5375.67 1362.38 5374.65 1389.85 5376.68 1455.7 5376.49 1485 5377.53
1550.07 5378 1590.62 5380 1610.16 5382 1626.4 5385.62 1641 5386
1658.75 5394.09 1668.07 5394.35
Manning's n Values num= 4
Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 861.82 .045 908.59 .03 1064.24 .045
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
908.59 1064.24 307.87 417.5 388.09 .1 .3
Ineffective Flow num= 2
Sta L Sta R Elev Permanent
0 860.6 5375.33 F
15161668.07 5380 F
CROSS SECTION OUTPUT Profile #100-YEAR
##########kk#YkY###Y##############Y######Y#########k###Y#Y########Y#YYY##Y##########Y##Y######k
* E.G. Elev (ft)
*5376.11 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.78 *Wt. a-Val.
* 0.045 * 0.030 * 0.045 *
* W.S. Elev (ft)
* 5374.33 * Reach Len. (ft)
* 307.87 * 417.50 * 388.09
* Crit W.S. (ft)
* 5373.59 * Flow Area (sq ft)
* 85.90 * 959.33 * 430.19
* E.G. Slope(ft/ft)
*0.004883 * Area(sq ft)
* 132.84 * 959.33 * 430.19
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 384.15 *11127.29 * 1958.56
* Top Width (ft)
* 436.61 *Top Width (ft)
* 126.45 * 155.65 * 154.51
* Vel Total (ft/s)
* 9.13 *Avg. Vel. (ft/s)
* 4.47 * 11.60 * 4.55 *
* Max Chl Dpth (ft)
* 8.04 * Hydr. Depth (ft)
* 2.82 * 6.16 * 2.78
* Conv. Total (cfs)
* 192772.5 * Conv. (cfs)
* 5497.6 * 159245.4 * 28029.4
* Length Wtd. (ft)
* 404.25 *Wetted Per. (ft)
* 31.84 * 156.36 * 155.20
* Min Ch EI (ft)
* 5366.29 * Shear (lb/sq ft)
* 0.82 * 1.87 * 0.84
* Alpha *
1.38 * Stream Power (Ib/ft s) * 3.68 * 21.69 * 3.85
* Frew Loss (ft)
* 2.95 * Cum Volume (acre-ft) * 3.04 * 12.13 * 16.27
* C & E Loss (ft)
* 0.01 *Cum SA (acres)
* 2.01 * 2.13 * 8.26
#Y######Mk##YYY#Y
#######k#########k###YY#k#
#Y#Yk######k##Y#Y######k#YY####Y#######kYY##########
Warning: Divided flow computed for this cross-section.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
water surface was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 56341
INPUT
Description: CROSS SECTION 56341
Station Elevation Data num= 50
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5374.22 14.5 5374.6 69.4 5374.83 96.01 5374.49 157.11 5375
197.38 5374.75 255.27 5375.07 303.02 5374.4 314.9 5372.36 320.97 5374.65
340.09 5374.79 408.52 5374.46 448.36 5375.03 544.62 5374.8 594.9 5373.27
618.9 5373.44 644.56 5372.87 667.81 5371.34 683.89 5371.6 715.66 5370.08
749.46 5370.2 767.25 5369.31 775.96 5363.5 804.28 5363.24 810.54 5366.52
827.67 5366 831.87 5364.36 844.3 5366 907.84 5366.7 1003.21 5367.03
1020.83 5369.1 1057.65 5370.06 1089.13 5370.04 1110.24 5371.14 1150.35 5370.84
1200.36 5371.95 1224.89 5372.11 1336.12 5372.11 1364.76 5372.87 1374.24 5371.6
1403.85 5370.58 1438.32 5371.09 1463.8 5375.97 1483.3 5384.68 1510.57 5384.11
1522.23 5383.05 1547.44 5383.16 1585.37 5385.44 1619.58 5380 1638.66 5379.97
Manning's n Values num= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 749.46 .03 804.28 .045 1224.89 .06 1463.8 .08
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
749.46 810.54 446.27 424.35 386.13 .1 .3
Ineffective Flow num= I
Sta L Sta R Elev Permanent
1364.76 1638.66 5372.87 F
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5373.15 *Element
* Left OB * Channel * Right OB
* Vel Head (ft)
* 1.93 *Wt. n-Val.
* 0.060 * 0.032 * 0.045 *
* W.S. Elev (ft)
* 5371.22 * Reach Len. (ft)
* 446.27 * 424.35 * 386.13
* Crit W.S. (ft)
* 5371.07 * Flow Area (sq ft)
* 49.87 * 329.77 * 1087.45
* E.G. Slope (ft/ft)
*0.012070 * Area (sq ft)
* 49.87 * 329.77 * 1106.51
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 123.28 * 5062.77 * 8283.95
* Top Width (ft)
* 528.99 *Top Width (ft)
* 57.55 * 61.08 * 410.37
* Vel Total (ft/s)
* 9.18 *Avg. Vel. (ft1s)
* 2.47 * 15.35 * 7.62 *
* Max Chl Dpth (ft)
* 7.98 * Hydr. Depth (ft)
* 0.87 * 5.40 * 3.05
* Conv. Total (cfs)
*122608.3 * Coav. (cfs)
* 1122.1 * 46083.0 * 75403.2
* Length Wtd. (ft)
* 409.66 *Wetted Per. (ft)
* 57.58 * 63.67 * 357.36
* Min Ch El (ft)
* 5363.24 * Shear (lb/sq ft)
* 0.65 * 3.90 * 2.29 *
* Alpha *
1.47 * Stream Power (lb/ft s) * 1.61 * 59.92 * 17.47 *
* Frew Loss (ft)
* 3.32 *Cum Volume (acre-ft) * 2.40 * 5.96 * 9.42
* C & E Loss (ft)
* 0.29 *Cum SA (acres)
* 1.36 * 1.09 * 5.74
zxzz####z#######z
##*######x#k#####xk##z####
xx#####x##k#z######k#kkz#zz##*###x#k#k#####*#x#z###*
Warning: Divided flow computed for this cross-section.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than
0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Note: Manning's n values were composited to a single value in the main channel.
Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,
water surface was used.
CROSS SECTION
RIVER: CLEAR CREEK
REACH: ABOVE SHERIDAN RS: 55917
INPUT
Description: CROSS SECTION 55917 (D/S LIMIT OF REACH 3)
Station Elevation Data num= 52
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
0 5370.37 41.31 5371 90.3 5370 104.2 5370.14 152.65 5369.4
194.49 5370.44 228.05 5370.65 310.01 5372 409.13 5371.6 446.5 5370.93
465.32 5371.21 480.48 5368.3 500.64 5368.82 518.07 5368.42 524.71 5369.31
543.81 5367.32 587.7 5366.9 698.2 5365.25 719.49 5365.43 747.88 5364.74
771.77 5361.24 809.91 5360.95 833.45 5363.21 882.06 5364.74 912.2 5368.81
932.71 5369.82 952.97 5365.25 979.11 5364.47 1008.62 5365.1 1012.67 5365.44
1028.77 5368.81 1107.69 5368.04 1188.11 5367.82 1238.93 5368.28 1293.24 5367.39
1368.42 5366.94 1433.77 5367.04 1468.91 5367.4 1555.81 5367.41 1605.48 5367.96
1631.85 5367.53 1699.11 5367.61 1721.55 5367.98 1816.32 5368 1838.23 5370.51
1859.48 5371.96 1889.77 5372.03 1897.7 5371.77 1910.98 5369.11 1928.5 5369.11
1930.33 5370.2 1954.43 5370
Manning's n Values Hum= 5
Sta n Val Sta n Val Sta n Val Sta n Val Sta n Val
0 .06 524.71 .045 771.77 .03 809.91 .045 1555.81 .06
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
719.49 882.06 21100.78 21817.521417.83 .1 .3
CROSS SECTION OUTPUT Profile #100-YEAR
* E.G. Elev (ft)
* 5369.54 * Element
* Left OB * Channel * Right OB *
* Vel Head (ft)
* 0.97 *Wt. n-Val.
* 0.045 * 0.038 * 0.047
* W.S. Elev (ft)
* 5368.57 * Reach Len. (ft)
* Crit W.S. (ft)
* 5368.57 * Flow Area (sq ft)
* 417.99 * 893.27 * 1019.70 *
* E.G. Slope (ft/ft)
*0.005812 * Area (sq ft)
* 417.99 * 893.27 * 1019.70
* Q Total (cfs)
*13470.00 *Flow (cfs)
* 1779.70 * 8530.49 * 3159.81
* Top Width (ft)
* 1255.18 *Top Width (ft)
* 207.10 * 162.57 * 885.51
* Vel Total (ft/s)
* 5.78 *Avg. Vel. (ft(s)
* 4.26 * 9.55 * 3.10 *
* Max Chl Dpth (ft)
* 7.62 * Hydr. Depth (ft)
* 2.02 * 5.49 * 1.15
* Conv. Total (cfs)
* 176684.5 * Conv. (cfs)
*23344.1 *111893.5 *41446.9
* Length Wtd.(ft)
* * Wetted Per. (11)
* 207.22 * 162.97 * 886.55
* Min Ch El (ft)
* 5360.95 * Shear (lb/sq ft)
* 0.73 * 1.99 * 0.42
* Alpha *
1.87 *Stream Power (16/ft s) * 3.12 * 18.99 * 1.29
* Fran Loss (ft)
* * Cum Volume (acre-ft) *
* C & E Loss (ft)
* * Cum SA (acres)
Warning: Divided flow computed for this cross-section.
SUMMARY OF MANNING'S N VALUES
River:CLEAR CREEK
* Reach * River Sta. * nl * n2 * n3 * n4 * n5 * n6
*ABOVE SHERIDAN *
60612
*
.045*
.01*
.045*
.03*
.045*
*ABOVE SHERIDAN *
60222
*
.06*
.01*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
60217
*Bridge *
*ABOVE SHERIDAN *
60197
*
.08*
.01*
.05*
.03*
.05*
.06*
*ABOVE SHERIDAN *
59964
*
.04*
.045*
.03*
.045*
.05*
*ABOVE SHERIDAN *
59656
*
.05*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
59276
*
.06*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
58816
*
.06*
.045*
.03*
.045*
.06*
*ABOVE SHERIDAN *
58431
*
.06*
.045*
.03*
.045*
*ABOVE SHERIDAN *
57973
*
.06*
.045*
.03*
.045*
*ABOVE SHERIDAN *
57592
*
.06*
.045*
.03*
.045*
*ABOVE SHERIDAN *
57243
*
.05*
.03*
.04*
*ABOVE SHERIDAN *
57229
*Bridge *
*ABOVE SHERIDAN *
57203
*
.05*
.03*
.045*
*ABOVE SHERIDAN *
56759
*
.06*
.045*
.03*
.045*
*ABOVE SHERIDAN *
56341
*
.06*
.03*
.045*
.06*
.08*
*ABOVE SHERIDAN *
55917
*
.06*
.045*
.03*
.045*
.06*
SUMMARY OF REACH LENGTHS
River: CLEAR CREEK
* Reach * River Sta.
* Left
* Channel * Right
*ABOVE SHERIDAN *
60612
* 391.75*
390.05*
388.08*
*ABOVE SHERIDAN *
60222
* 25.6*
25.26*
25.04*
*ABOVE SHERIDAN *
60217
*Bridge *
*ABOVE SHERIDAN *
60197
* 232.73*
232.99*
227.5*
*ABOVESHERIDAN *
59964
* 280.91*
307.74*
343.47*
*ABOVESHERIDAN *
59656
* 436.92*
380.11*
310.32*
*ABOVE SHERIDAN *
59276
* 426.61*
459.69*
426.06*
*ABOVE SHERIDAN *
58816
* 231.81*
384.64*
379.81*
*ABOVE SHERIDAN *
58431
* 499.45*
458.79*
405.91*
*ABOVE SHERIDAN *
57973
* 375.52*
380.49*
375.63*
*ABOVE SHERIDAN *
57592
* 338.4*
349.1*
358.05*
*ABOVE SHERIDAN *
57243
* 40.02*
40.17*
40.19*
*ABOVE SHERIDAN *
57229
*Bridge *
*ABOVE SHERIDAN *
57203
* 398.11*
444.05*
388.17*
*ABOVE SHERIDAN *
56759
* 307.87*
417.5*
388.09*
*ABOVE SHERIDAN *
56341
* 44627*
424.35*
386.13*
*ABOVE SHERIDAN *
55917
* 21100.78* 21817.5* 21417.83*
#######xk####k###k##x#k
xxxx####
#######xx##
x#k###k#
z#x#######kx###
SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: CLEAR CREEK
z#z#x##x####x#x##x####zxzzzx###z#xx#*#x###x#z*#####z###
* Reach * River Sta.
* Contr.
* Expan.
*ABOVESHERIDAN *
60612
*
.1*
.3*
*ABOVE SHERIDAN *
60222
*
.3*
.5*
*ABOVE SHERIDAN *
60217
*Bridge
*ABOVE SHERIDAN *
60197
*
.3*
.5*
*ABOVE SHERIDAN *
59964
*
.1*
.3*
*ABOVE SHERIDAN *
59656
*
.1*
.3*
*ABOVE SHERIDAN *
59276
*
.1*
3*
*ABOVE SHERIDAN *
58816
*
.1*
.3*
*ABOVE SHERIDAN *
58431
*
.1*
.3*
*ABOVE SHERIDAN *
57973
*
.1*
.3*
*ABOVESHERIDAN *
57592
*
.1*
.3*
*ABOVE SHERIDAN *
57243
*
A*
.3*
*ABOVE SHERIDAN *
57229
*Bridge
*ABOVE SHERIDAN *
57203
*
.1*
.3*
*ABOVE SHERIDAN *
56759
*
.1*
.3*
*ABOVE SHERIDAN *
56341
*
.1*
3*
*ABOVE SHERIDAN *
55917
*
.1*
.3*
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OIYNDARY
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DATUM: 198B
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DATE:
BASE MAPPING PREPARED BY Doe
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DATED 11/21/05
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CITY AND COUNTY OF DENVER CITY OF ARVADA
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2ND AVENUE
NOTES: c
VICINITY MAP 2-
SCALE 1 "=4000' RO P ERTY 1 TOPOGRAPHIC SURVEY PROVIDE
^ JEWELL PLACE, LAKEWOOD, CO 8 AND ARE TIED TO CITY OF WHEA RA I 1 ~ SECTION 21, TOWNSHIP 3 SOUTH,
4 I
GENERAL NOTES FOR PRIVATE DEVELOPMENT i
1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHE RIDGE ENGINEERING REGULATIONS AND DESIGN STANDARDS.
.r d`
2. AN APPROVED RIGHT-OF-WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S LICENSE I REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT-OF-WAY. ANY WORK PERFO
WITHIN THE STATE RIGHT-OF-WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRI ANY WORK COMMENCING.
biA
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER OF ANY PROB CONFORMING TO THE APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED -m
:ti
IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. Y a "
M1
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESO CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY T CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINIO THE CITY'S INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLA INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PU PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLAN THE CITY OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO TH PORTION OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED
i
L
s.
i- ~
OR THE APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE r
RECONSTRUCTED TO THE APPROVED PLANS. 1
5. UTILITY NOTIFICATION CENTER- THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENT
COLORADO FOR LOCATION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE UTILITIES AT LEAST I
HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL 1.800.922.1987. 3 __.1
6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE PLACEMENT OF CONCRETE.
L
7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES. VALV ;
COVERS AND SURVEY MONUMENTS PRIOR TO THE FINAL PAVING LIFT. . e t a e• a. e• a a e• e s~ R • • a • . 1 r 1 / ~ F F \ r i I 7 ®e r T T 'V6 Y 1 ill I Y t/l ~ V
f 1 e e . e e • • s e • e . s • e . e ! s e a e . ~ ! s 1 ~ . a • • • ~ . . • . . . . • . , P®i /l /4 A NR t i t i e a . e . . nr ••f Z
8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICAL7ES, FLAGMEN OR OTHER DEVICES 1.. "s ~ ~al~~'J t°h r. A t., r-,f 1 ~ ~ i '1'._f
NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDAhJCE WITH THE CURRENT MANUAL OF r 1 i . ~ F i ~ 1 Exl Fire Hydrant
UNIFORM TRAFFIC CONTROL DEVICES . 54 ~ ~ ~ -I ~ f 1 1
9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJ TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK, THE 1 , ~ ~ / ~ 0 W ~ ~ i ~ ^F I . . + Exl Waod Post Sign
. . . . 'r F F
CONTRACTOR SHALL OBTAIN A VI~RITTEN AGREEMENT FROM THE AFFECTED PROPERTY OWNER(S) IM BY THIS ACCESS. F • a • ~ i r % ' , Sf F ff
x,., ~ , F ~ ~F ~ , j ..r F wit _ _ s_
[ B • • i I +jf i e s • • s • • • s s m /J . t
10. PRIOR TO THE FINAL LIFT OF SURFACE PAVEMENT ALL UNDERGROUND UTILITY MAINS SHALL BE INSTA 1 a » { ~ ~536D ~i ~ » ~ t
AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK C)F CURB/SIDE+NALK LINE WHEN ALLOV THE UTILITY. SERVICE FROM PUBLIC UTILITIES AND FROM SANITARY SEWERS SHALL BE MADE AVAILAB FOR EACH LOT IN SUCH A MANNER THAT WILL NOT BE NECESSARY TO DISTURB THE STREET PAVEMEN p F ' 01 ~ M ~ . . i ~ ,
r. + s , ~ F
t` ~ r r r~,/,, i - - - r.,x, r ~ ~ i . ~ i . . ~ ~ f
1 1 r r"~ ~ » . ! + ~ ~ • . . . . • . • • • • . . . . • . . . • • e ! . • » ~ .s ~ ~ 1 , ~ ~ . w l F. , J J ~ ~ 1 ~ .._.~.a-...... _......,t. ~ i ~ • [ • 6 s [ ■ 6 [ t • a • a • t Y • • • [ / a ! • e e a a e fi ~ ~ ~ ~f ~ rI F
CURB, GUTTER AND SIDEWALK WHEN CONNECTIONS ARE MADE.
11. TWO (2) COPIES OF THE "AS BUILT" PLANS ARE TO BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF T WORK:
t
a. 1 COPY IS TO BE ON 24" X 36" BOND PAPER, AND 7
b. 1 COPY IS TO BE ON ELECTRONIC MEDIA (CD-ROM OR DVD-ROM) AND IS TO BE IN AN AUTOCAD j
COMPATIBLE FORMAT (.DXF, .DWG). i 1
,A 7'
12. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR RT LEAST 24 HOURS PRIOR TO THE DESIRED 1 ~n Y~
INSPECTION.
13. NO PORTION OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS, DESI TO SERVE THE STREET ANDIOR DEVELOPMENT HAVE BEEN COMPLETED. f i~ - ' 1 _
"i
`P t ~ 1
14. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAVEMENT. i
MONUMENT HARDWARE SHALL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST. ~v - - .
15. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF INITIAL EXPOSURE OR S (7) DAYS AFTER GRADING IS SUBSTANTIALLY COMPLETE IN A GIVEN AREA (AS DEFINED BY THE CITY). MAY REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING.
s i
16. ANY DISTURBED AREA OR STOCKPILE NOT AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE THIRTY (30) DAYS AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL BE TEMPORARILY SEEDED i L, 1
L -K~~E~.
WITHIN SEVEN(7) DAYS OF PLACEMENT OR DISTURBANCE IN ACCQRDANCE IN ACCORDANCE WITH THE OF WHEAT RIDGE TEMPORARY SEEDING STANDARDS. IF THE SEASON OR STOCKPILE MATERIAL PROHI TEMPORARY SEEDING, THE DISTURBED AREAS SHALL BE STABILIZED WITH CITY OF WHEAT RIDGE SEE AND EROSION CONTROL REQUIREMENTS. F ~ _
at i s ~
4.-
3
17. STOCKPILES OF ANY MATERIAL SHALL BE LOCATED FULLY WITHIN THE LIMITS OF CONSTRUCTION AND j r
LESS THAT 100-FEET FROM THE BANKS OF THE NEAREST DRAINAGEWAY. STOCKPILE AREAS SHALL BE TO FULLY CONTAIN THE MATERIAL BASED ON MAXIMUM ALLOWAB~.E STOCKPILE SIDE SLOPES OF 3
, I
(HORIZONTAL) TO 1 (VERTICAL) CONSTRUCTION.
_V- _ - 1. - -
18. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED ARE WITHIN 30 DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTIf~N OF THE SITE, OR TO DISTURBED A THAT MAY NOT BEAT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MORE T 30 DAYS. i
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19. ADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED DURING CONSTRUCTION, AND SHALL B INSTALLED WITHIN 24 HOURS, OR WITHIN THE TIMEFRAME SET FORTH BY THE CITY INSPECTOR. .tk j
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1_ i I ■ I ~ s~~ w 1 1 y1 ~ 1 I T V 111 I V I-1 I I V I\ ■ I v %J L. I I %JIIILLR111 U-1 11 ka ~
5777 OLDE WADSWORTH BLVD., R-800 GRADING PLAN
_ u a 4.~ ARVADA r:
PHONE: (303) 940-5807 FAX: (303) 940-5803 SMITH-PARCHMAN PROPERTY
1 Lra r 4251-4255 PARFET STREET
DESIGNED BY: HH
WHEAT RIDGE, CO.
, 4b DRAWN BY. HH
REV REVISION DESCRIPTION DATE CHANGE i /Z7 REVISION nensIax: DRAWING NO. sxccr NO.
BY DATE: 10/27/09 GRADING,,DWG 1
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GENERAL NOTES FOR PRIVATE DEVELOPMENT . ~
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1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHEAT RIDGE ENGINEERING REGULATIONS AND DESIGN STANDARDS. i
P fi_ -
2. AN APPROVED RIGHT-OF-WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S LICENSE IS
REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT-OF-WAY. ANY WORK PERF(?RM WITHIN THE STATE RIGHT-OF-WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRIOR ANY WORK COMMENCING.
NOTES:
3. IT SHALL BE THE CONTRACTQR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER OF ANY PROBLEM +J i I
CONFORMING TO THE APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED P E RTY , TOPOGRAPHIC SURVEY PROVIOEO B JEWELL PLACE, LAKEW000, CO 80227 R E ET 2. ELEVATIONS ARE RELATED TO THE
IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. G
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESOLVE AND ARE TIED TO CITY OF WHEAT RI Q n n 54021 OS ON OP OF' FOUND 3~1 /4'A ~a j ~ ~ I I i
CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE
CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION O THE CITY'S INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS
INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC ~i
PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO i
THE CITY OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT UTILITY NOTES 1 J
PORTION OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED PLA ,l ~ Except for observable visible sur ~ ~ ~ , ~ placed by unknown parties on t ~ y ~ j researched, marked or located. R
OR THE APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE I r-
RECONSTRUCTED TO THE APPROVED PLANS.
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5. U7ILITY NOTIFICATION CENTER- THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER y - kf~'~~-~,, o ~ Due to OSHA regulations and the
COLORADO FOR LOCATION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE UTILITIES AT LEAST 48 u - - - k ~ f q ~ i e sizes if sho ~ - ~ and manholes, P P
HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL 1.80p.922.1987. ~ _ _ _ _ ~4 ~ verified prior to use. j ~ ` 1
j ~ • ~ - - • - ~ ~ I UTILITY LOCATIONS MUST BE DETE /!~~~r~~,_~'~ .~$9 ~,53~y~ J Y . ~ CONSTRUCTION.
6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE PLACEMENT OF CONCRETE.
7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES, VALVE
COVERS AND SURVEY MONUMENTS PRIOR TO THE FINAL PAVING LIFT. ~4~ . . , , . ' ~ ~ c*~•~-„~,^• Ex~ Fire Hydro~nt
d I 4
8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES y i . , ~ 1 I
NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF w.V a . a s e • s ~ o s ~ • • . e + a • a e • e ~ s • • ~ • ~ . w ~ ~ . . e r Ex, Mood Posh Sign
UNIFORM TRAFFIC CONTROL DEVICES . ~ i
9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJAC TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK, THE as ~ ~ E ~ti. e ~ • m s s • s s w ~ ~ '~Y~ • • a rt • • v e e • e r ~ • ~
~s ~ E c~at~v~c,f . . . . . . . . ` ~ t'f E s _ ..~.,~__.__.._.V.~ . . . . . . , . . . t. . s µ Ex. Contours
CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE AFFECTED PROPERTY OWNER(S) IMPA BY THIS ACCESS.
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10. PRIOR TO THE FINAL LIFT OF SURFACE PAVEMENT ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALL AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK OF CURB/SIDEWALK LINE WHEN ALLOWS THE UTILITY. SERVICE FROM PUBLIC UTILITIES AND FROM SANITARY SEWERS SHALL BE MADE AVAILABLE 'r
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FOR EACH LOT IN SUCH A MANNER THAT WILL NOT BE NECESSARY TO DISTURB THE STREET PAVEMENT, .r ~1
CURB, GUTTER AND SIDEWALK WHEN CONNECTIONS ARE MADE.
i
11. TWO {2} COPIES OF THE "AS BUILT" PLANS ARE TO BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK:
a. 1 COPY IS TO BE ON 24" X 36" BOND PAPER, AND
b. 1 COPY IS TO BE ON ELECTRONIC MEDIA (CD-ROM OR DVD-ROM} AND IS TO BE IN AN AUTOCAD
COMPATIBLE FORMAT (.DXF, .DWG). k_ Y ~6 i r 1 f
1
12. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT LEAST 24 HOURS PRIOR TO THE DESIRED ~z - r.
INSPECTION. r d 1
13. NO PORTION OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS, DESIG TO SERVE THE STREET AND/OR DEVELOPMENT HAVE BEEN COMPLETED. i
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14. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAVEMENT. ,ii.~
MONUMENT HARDWARE SHALL BE PRUVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST. v u
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15. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF INITIAL EXPOSURE OR SEV (7) DAYS AFTER GRADING (S SUBSTANTIALLY COMPLETE (N A GIVEN AREA (AS DEFINED BY THE CITY}. TH MAY REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING.
"s i i
16. ANY DISTURBED AREA OR STOCKPILE NOT AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE TH
THIRTY (30) DAYS AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL BE TEMPORARILY SEEDED
WITHIN SEVEN(7) DAYS OF PLACEMENT OR DISTURBANCE IN ACCORDANCE IN ACCORDANCE WITH THE C OF WHEAT RIDGE TEMPORARY SEEDING STANDARDS. IF THE SEASON OR STOCKPILE MATERIAL PROHIBI TEMPORARY SEEDING, THE DISTURBED AREAS SHALL BE STABILIZED WITH CITY OF WHEAT RIDGE SEEDI AND EROSION CONTROL REQUIREMENTS.
i
1
17. STOCKPILES OF ANY MATERIAL SHALL BE LOCATED FULLY WITHIN THE LIMITS OF CONSTRUCTION AND N LESS THAT 100-FEET FROM THE BANKS OF THE NEAREST DRAINAGEWAY. STOCKPILE AREAS SHALL BE S TO FULLY CONTAIN THE MATERIAL BASED ON MAXIMUM ALLOWABLE STOCKPILE SIDE SLOPES OF 3 F_ ~ -
(HORIZONTAL) TO 1 (VERTICAL) CONSTRUCTION. L
18. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS
WITHIN 3Q DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTION OF THE SITE, OR TO DISTURBED AR THAT MAY NOT BE AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MORE TH
i 1
30 DAYS.
19. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUCTION, AND SHALL BE
INSTALLED WITHIN 24 HOURS, OR WITHIN THE TIMEFRAME SET FORTH BY THE CITY INSPECTOR.
i i
9/18/06 HH ij 1
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e a: a ■ ■ ■ ■ ■ a ■ ■aaa ■ ■a- ■a _ mma ■ ■■W
5777 OLDE WADSWORTH BLVD., R-800 r, ' t r! P,~~ a SMITH-PARCHMAN PROPERTY
ARVADA, COLORADO 80002 e
PHONE: (303) 940-5807 FAX: (303) 940-5803 4251-4255 PARFET STREET
d DESIGNED BY.- HH
WHEAT RIDGE, CO.
DRAWN BY. HH
- REVISION: RE`ASION: DRAWING NO. SHEEf NO.
c. c DATE: 10/12/09 GRADING..DWG 1
CHANGED REV REVISION DESCRIPTION DATE BY
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~ INTERSTATE 70 EAR CREEK LAND SURVEYING, 880 1NEST
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~ • . 1• ~ • w . • • • • e r w w . w m • e . + • • • • • % `I `r° _
• • . • • • w • . • • w • • • s • • s m • w w e w • • e • a . . f~• } • • r ~ • • • • r • r e • • • • e r . r m e • • w • r s. w r r w w w • w w w + _
GENERAL NOTES FOR PRIVATE DEVELOPMENT i ! • • w • • m • e • • • • • e • • • w • s . w • . • • • e • • • • • s w a s . a • e { j F, ~ } q ~ "r.,~;~~ • • • • i e s r r • A+a i0.,1~ i e e w • • • • m • • w w • . : • • • . r • • r • • w • ! a
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1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL CONFORM TO THE CITY OF WHEAT ~ s r d r • w • e • a e • .r s r a w w . w w r m • e • r • a • e y r4A r s r r *j . w . w • `1\ V, ~ v f
RIDGE ENGINEERING REGULATIONS AND DESIGN STANDARDS. `k. w w w w • r • • ~k ~ f • e r r,• t ~ 1 y 'i ~!f F
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2. AN APPROVED RIGHT-OF-WAY CONSTRUCTION PERMIT AND A MUNICIPAL CONTRACTOR'S LICENSE IS ~ • • . . ~i e r • w, fl ~ • e • • . . • . • r w • w • • • + . • • • • r • . • w w • • r • ~ • • • a w w • • w . • a w • • • C . • • f • • . w • . • • • r r • w • • • • • . • • • w • • 1 t-
REQUIRED PRIOR TO ANY WORK COMMENCING WITHIN THE PUBLIC RIGHT-OF-WAY. ANY WORK PERFORMED ~ r w . • • • . . . • • r • . • • . e • w • r • • r • • w w r • • • • • • . a w r~~ r,~ r r e
WITHIN THE STATE RIGHT-OF-WAY SHALL REQUIRE AN APPROVED STATE CONSTRUCTION PERMIT PRIOR TO ANY WORK COMMENCING. • w ""''`vK W ~ m r • • s r • w w a • • • . • ♦ r • w w w . • • • • • • r w r r • • • • • • • . • • • r • . ! ~ ~ ..'~~'v ~ gg r r %i V~~w f{~r ~w"~'w~~e ~ s . • • r • w w • • • . . • e • • e w r • • • • • • . . • + • • . m w w w • • • • • • r r
• • er^w ~'•S~i~ ii' • • r • • • w w • e • • • • • • r w • e r • w • e + s . • . e . • . . a • . a w i j I • • • ~1~'' a w • • r 7• • w • w • • • • • • r w w • • w • • . • • r e • s . • • s • m . . e m m • . . • r w r r a i j V • • • • w w M~•• • • a r •L • • • • • • • • • w • • • w . w r e • • • • • . • . • • m r • • r • w o r a . • • o r . la
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER/DEVELOPER OF ANY PROBLEM IN t . r • m • • m • • w~ • • • r ♦ • • w~ • m r • • • • • • • • • • • w ♦ • w • • • • • . • • • • r w w . • . • a . w • • • • • f w w ~ • • • • r ~r • • • + w • • • • w • • r • • • s w . • • • w • e • • • • r . a w • . • s • . o • o r • w e w •
CONFORMING TO THE APPROVED CONSTRUCTION PLANS FOR ANY ELEMENT OF THE PROPOSED i e w w ~ • e • • • • • a r e e • • e a e • w e • • m • w w • w . e • • • . • r r • • • • e . • • w • • • s s • • • e o • f ~ • • j s r r ~y.~ • • • • m • • • . w • • • . • • • • • • r a w w • e • • s . . • • r . • w • e • • • w • w
IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. j ` . . • j`e r 4 • • ~ • • • • m • • • w w i • • • • • • • ! e • r w • • • • • r • • • • s • • • r • • • e • • a • e J . r • r w • • 11;~ • . • • • . • r a • • w • w • • • . • • • • • r • . . w e • a • r • . e • s r • • w e . . • s r e
~ e ~ • • • • • e{'~ • • • . w • • • • • e r • • . r • • s • s e • • w • • e w r • • • • s • • . r e • • • • • w e ~ w . ~ . {s . w • . • • • . . a • • . • w . • • • • • e • r • • r • . a • . . r • • • • • r • r • • r . e r • • • •
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER DURING CONSTRUCTION ACTIVITIES TO RESOLVE i W • . w . • 1 w . • • + • • • w • • • • • • • • • r e r w • • • r • r • • . • • • • • • • e • • e + s r • • • V • r • ~ a . • • ~ • • . • . • w • e • • : • • • • e • • • • • • e • e • s • w a • • • m • r • • • s • e w • • • • • r
CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS OR DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF ~ V e e • { w • • • • • a . • e • • « • . s w • • e • • • • s • • w . • • . s • . • . s • • • • a e e . • • . • . • • • . h w e • e w w e r w • . • e r r • • w • . • • • • e • a • w • • w • • • r s • • • . • • • w • . • • • • a • r • w a • « . . • • • • • r • •
THE CITY'S INSPECTOR, THE MODIFICATIONS PROPOSED BY THE DEVELOPER TO THE APPROVED PLANS ® !6r w w • • e r • . . s y • • . • • • • • • • w • e r • • • r r w w • r • • e • • m • • r e • r • • • • _ . _ r....,_...._...,.._.....-. _ ~ • • r • r e • • • ¢ . • e • e • • • w • • w • • • . s • s • e • e w • e • • • • w w s • • • ♦ • . e e ! e a e • • w ,4. 1~ 4 i #r~-
INVOLVE SIGNIFICANT CHANGES TO THE CHARACTER OF THE WORK OR TO FUTURE CONTIGl~OUS PUBLIC OR w w e w . e • • w~~ • . r • w s m w • • . r • e e • • w • m • • • . s • . • • e r • r w . e • . • • • • • a~,,.,-w.~~~w---r-- ~r • • w it • e • • e • • w r • • • w • • • r a • r a r r s r • w w e a • r m•• r r w• a• w e• r• r e•• m• e e a ~7 F
V ~ • • e j • • • a 4 p r s . • . . w . . . w . e . s • . . • • . • . . • • . w . . w . . . . . m . . . . w . . w • I ~ • w • r r m . • • • • • • • r • • r • r w w • . r w ~ . e • e . • s e • • f• a e a • . • • • • • • • • w • • s . s e i
PRIVATE IMPROVEMENTS, THE DEVELOPER SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO i r • • • • ~ • e . • r • e • • r •'~'e e . w w • • • • • • • • r r • w w • . • • e • • . • e • e w . • . • • e • • • . • • • 0 5 10 2Q 40 i • . • . w m • . . . . . . . . . . r
THE CITY OF WHEAT RIDGE FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT { r r o e • • r • • • • • • • • • m w w e . • e • • • r • m • • • • r • r • • • s • r w . w% • e • . a • • rj, e ~ 1 e e a . • r r r r w w m • • . • • • • • r • • • w e w • • . m w • • a • • • r . w w • • s • • . • ~ • • w : • w e 1 mch ~ 20 fit. • t i 1
PORTION OF WORK. ANY IMPROVEMENTS CONSTRUCTED NOT IN ACCORDANCE WITH THE APPROVED PLANS, E • • • r • • ~ w • • • • e • e • • • • w w • • • • . • • • • w • e • e • w • • • • • • • • • ~ w e • • r e • r • 1 r~~ • a • M • sN • w • r w • • . • • • • e • r r • • w • • . • . • • e • a r • s w w • • • r • • ~ • - t L
OR THE APPROVED REVISED PLANS SHALL BE REMOVED AND THE IMPROVEMENTS SHALL BE • • • w . . . . . . • . . . . r w • . . . . . w . . . . . : w . • • . • . . • • f r1 l~ ~ • m . e • • • ( e r w w w M • • • e • w • • m m w • s . . w • . • • . • w • • • e ~ • • • • • • w . • • • • • e • • • • • w w • • r w • • m • . • • • e e
RECONSTRUCTED TO THE APPROVED PLANS. t I t p w r • . e • •~ja MI • • r r • • . • e • i • e • r . r w • • • • e • • e • • • e • r • • t I~ • w • r 1y.w • • e • e • e • • • r M r • • • • • • • • • • • • • M • • • e i
tty w • • r • ~ • • w • • w • • • w e • ♦ • • . . • m e i • • w w • w • r • m • i • I 1111 t^r, J • • O r • T• t~ e • e . m e a • • • • • • • . • r • • e • • • • r e w • • m~ P a R
5. UTILITY NOTIFICATION CENTER- THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF e w • • • • . 11• • M • • • e • w • . • • e • • • • . • r • • • . . • • • • e I® e` I M • • • . • • • e • • . • • r • • w w e . • • e w • • • • . • • • • • e a i ( ~e t
COLORADO FOR LOCATION ON UNDERGROUND GAS, ELECTRIC AND TELEPHONE UTILITIES AT LEAST 48 .J ~ w w • • • • • w • • • r M • M . • • • • w • w . . • r r e r M M « • • • w e r • w w r w~ . • w • • . r . • • w • r w • • w • • • • • r • • • w • • w . .
HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL 1.$00.922.1987. V t k • • • . . . • ~ . . r . r r • • . • . • • . . . . . e . w w • r w . w e • . . i • • • • • ~o • . • . . • e • m r e • • w • w • e • r w e r • . « • . . • r • } J ~L
6. ALL UTILITY POLES SHALL BE RELOCATED PRIOR TO THE PLACEMENT OF CONCRETE. i • . a . w • ei • • w • r • • . • r • . . • • • • r • s • • • e w r w . w • • e • e • iI .i . e e w w iw • • • • t e • • • • • • • s • • • • • • e • • • r w • a ,4~ . • . • w L
P Y' ~ r r • • y • • • e + + r • • « • • r • • r r • • • • • • • • w • • r • • • w • • • w w~ • • • • ~ ~ 3 ~ 1 ? ~ X' ~ ~ ~ r • 11~~~\ V1, r • w ~ . • w w w • • • • • • • b • • w u, ~~r ~ir~~ v c~tv~
7. WITH NOTIFICATION OF THE RESPECTIVE OWNER, ADJUST RIMS OF ALL CLEANOUTS, MANHOLES, VALVE i a + • • • a • • • • . • • • • • • • • r • w • • m ! '!s I • + • • • • • • r • • w • • • + • w • • s • w w ~ w + j ~ t w • r • • • m r • • • • • w w w m • m . ` ~ 1 r • • • w w • • • • • • • • • • • • • • • • • • • ' ti.
COVERS AND SURVEY MONUMENTS PRIOR TO THE FINAL PAVING LIFT. i t e r r • e•• r s•• w a• r w•• r i i • • • r w • • • w . e • • • . w r • • w • • • m . • • • • w w • r a • • • • • r • • • w • ~ 1'i~~ • b r • • w • . • • • • • • • • 't '~3~ L i y f
i r • \e ♦ • • a • + • w + • s w • w • w r s r • • • s_1• • • i • • • r r r • • • • • • • • • • w • • • • w w • • • • • • • a • • r o • ~ lip f • s • r r • • • • • • • • • s . • w o • • i i ~ ~ , Fire ~y~rant
8. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES ~ i wi • • • • • w w • • iw • + • • • a • • ( ~ • o w w w • • • • • • • • r • • • • m i i., 1 1 1 ~ I I i
NECESSARY TO PROVIDE FOR THE PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT M~INUAL OF UNIFORM TRAFFIC CONTROL DEVICES . i • • • o f i• • • • • + • w w w • • w • • • • • • I ~ • • t4 % ~ j ,3-__.
' • • • • r • w • 41 • • w • • • • • • • + 7+ • • • • r • • • e • • e r r /w • • • w • • • • ~X, ~ I b X, Q~~ i` ~ ,www••••••m• m•••• w ';j m I, • • • w • m w • a • • s r r • w • • • • . . . . • . • a m • ~ { Wood Post Sign
9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INGRESS AND EGRESS TO PRIVATE PROPERTY ADJACENT • • w • • • • • w • • e e • • + • • • : • + _ E • • • • • • r • w a • • • • • • • e • w • w . • • r l 4 w • • • • • • m • a • • r • • • w • w • • r ~ 'I• w ~ 1 t f I • . • • r • • • • m . • • • • • • • • 't • j i .y',
TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. PRIOR TO BEGINNING ANY WORK, THE • • ~ w • • • • + w • • • • . • • .r • • • r r • w w . m • • • • • • • w ~ _~r /~)7 i , K ~ ~M~.~'f~ Q~ • m ~wrt ~ • • w • b • a • e • w r w w w • • . • r • * • X I ~ 111 i { L~~~ f Contours
CONTRACTOR SHALL OBTAIN A WRITTEN AGREEMENT FROM THE AFFECTED PROPERTY OWNER(S) IMPACTED • ~ ~i-"..sir w ~ • • w + • s i• • • • • • • w • •~~n`}t}r (i • y1' . • a • • • • w w yil • w••m• .,,w..,~. r 3i~ l •~t r •3 • • • • • r • • • • w a • • w w w • ~ • !e • '
. ~ .lr a~ • . • ~ a r » • r• • • • F h' y~% • • • • • • • • w • 1 •t M ♦ • • • • • • • • m w • • b • • • • • • • • • i • • • r r • ~ w • • r • • • w e ~ • ~ ~ 6J1 J • . • b • m (~5~ oposeol Contours
BY THIS ACCESS. 10. PRIOR TO THE FINAL LIFT OF SURFACE PAVEMENT ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED k 4 . ~ . r:;:?~g~ ! • i .l . . • . w . •F . . . • . • e r r . . . • . . . , • • . L - . . r ro • • b.w b••m.w•;'.. •w . '.w • . . w . . . m • . . • • • . . . , i • • • . w • . w • . . . . • . . . . • . w a • m • . .~~`t . • . • • . • w
l f ~ t„1?!3' ~ m w w w• w r b m, • r• w• w • r a•• w w• w• w• e w r s• s•••• w• ~"r e a •i s "w e i
AND SERVICE CONNECTIONS STUBBED OUT BEYOND THE BACK OF CURB/SIDEWALK LINE WHEN ALLOWED BY THE UTILITY. SERVICE FROM PUBLIC UTILITIES AND FROM SANITARY SEWERS SHALL BE MADE AVAl1ABLE FOR EACH LOT IN SUCH A MANNER THAT WILL NOT BE NECESSARY TO DISTURB THE STREET PAVEMENT, ` CURB, GUTTER AND SIDEWALK WHEN CONNECTIONS ARE MADE. t • • • 1• r r r r • r • w • w w • • • r 7 • • • r w r w • w • . . • r . n w L • • • • b • • • • • • • • • a a • s • o s • • • • • • . • a • +d • a • w ! 6 s w ~lw a • e ~r ~ r . - _ - _ oposed Sanitary
1 I . • i. i -
I t ~ i, } t • • ,`Ce r w • • • ~ w w w • • • • e • • • w • w • • • • • + • s • r • • ~ r • • • e 1 c-~.~~. 1 oposeol Waterline
• . • • • • o • + • • • w a • • e w w . • e M f~ a -w~ _ •
• w + • r • • 1 ..w • r
11. TWO (2) COPIES OF THE "AS BUILT" PLANS ARE TO BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK: ` • • • • • • • • • • 4~? • • • w • • w • • r • • • w • • r ti~ t Fence
• • r • • w • w r • • • • • • _ • • Y ~ • • • • ~ ij "~~N • • • ! r • r • • • • • s • t r • V ...-r.a V ~ ' ~ • • • • e • s • • w • w r • • • e • • • • • •
a. 1 COPY IS TO BE ON 24" X 36" BOND PAPER, AND i ,a!'..,....,, ' ~ ~ ~ r s w • w w • • • • • e w • • r • • e i w w w r w w m w • w P • • • • r • • • s,►'-'A-" r • /1e • r • o • • r w • • • • h j ~ tf • e M • • • • r • el • • • • r • r • • + • • • • • • • • r • + • • w • • • • s • • • r r •
b. 1 COPY IS TO BE ON ELECTRONIC MEDIA (CD-ROM OR DVD-ROM) AND IS TO BE IN AN AUTOCAD 1't • I / " ( • • • M • • • • r • r • • • • .5• • O • • • • • • + • • • • • • w tl • • • w • • + • • w • • • r • • • • • J~
COMPATIBLE FORMAT (.DXF, .DWG}. • • • w r w . • + w e r w ~ r • • w + • • • • • • • • • • • • • • r w • w • r . m . . a • • + • ` e • e • 3°~ • r e w r r • s w • • • ~aE • s r r • • • • w • • • m • • • s • • w w • r • r • . • . . • • 4 7
e r • • • e • • • • • • r • s w ~ • w • + • • • w • • • • s • w • • a • • • • • e • • • • • w • r • wV • • w • • r ,u-xt, f ~ ? • r • • • • • • • w ~ ~ • { • • . • • . • r • e r • • r • • w r w • • • • w w w w w ~~r • • • • s 1._f::: ~_i
12. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AT LEAST 24 HOURS PRIOR TO THE DESIRED INSPECTION. t • • w • • • • w e • s • • • + r ~ • • • ~ , i ~ ~1 I, m w 'I~^, ' • • . • • • r r • • • w • m r • • • e r • • • • + e e a s • w • w • • s • • ir;'~. • w • • • a • e a. ` ;
f i + • w • . • + + : . s • w w • • • • a ~i • i • • r • w • r q ~ ~ + • • • . w • . • • • • • • • r a e • • e w ~'e'~,.~. • • w • • • I i I r ~ • r • ♦ / w • e • • • • r r • « w + : : • . wj w • m • • . • • r a . • • w • e • w • • a,-'cr,~,, • s • • • ♦ • • s + • • r m ! • • a • a • / ~ • r • a • r • • • • • !
13. NO PORTION OF THE STREET MAY BE FINAL PAVED UNTIL ALL STREET LIGHTING IMPROVEMENTS, DESIGNED I ,w.,, i a • r • • • • • w • • • w • e • • r • • • + •1 • s • r r • • • • • • • • • • • • • ♦ w • i.. w • • • h w • + I 1 C,~~1~ ~ - r • • • • • • a . • • I w • ~r . s • . . • + r • • w • • • • • • • • • r "a. • w • • • s . • w h • • • • a . e s • • • • • • + + w? • r • • r e • ; J
TO SERVE THE STREET AND/OR DEVELOPMENT HAVE BEEN COMPLETED. • • w • • • • w w w • • • • • • • w ~ • r • • • w • • • w • • • • • • « • • • « • • a • • • • w + • • 'R • + r • • w t I F ~ • w • • m • • • + • . . • • w r • • • • : • • : • • • • r • w ~w • • « • • a w • • • s . e • • • • s • s • r • • ~a • w m a w • . • . "~`a.. r r • • • l w w m • •j i 1
j~ • • • • • • • • m • • r w • • . • m r • • • • • w • w • • • • • + a • e • e w • • • • 71F m ~ • . . • + . • • m • w • w • • a e s • • r a • r a • • • .l w • a s • . • • r e~:rw • • r • • w ~ ~ • r • r • • • • w + r r • • • w • r • • r • • . • . • . • • m w • m • • . • e w • . e . m • • • • + a • • • • . • w • • • • . • ~ • w w • • r r Y w • w • • • • • • • • • r • + • • • r •i~ • ,i r
14. STREET RIGHT-OF-WAY MONUMENTS SHALL BE SET PRIOR TO FINAL LIFT OF ASPHALT PAVEMENT. ~ ~ , e • • w w w r « h • • • + + • • • • s + • + + • • • • • • w • • • r r r w • w • • • a • • • • • • • • r • w a 4 • • • w~~~ • • • + • • . • • e s s • • • w w • w + • • t • • • • • e s w • • • • ~ I • • • • • w + • • • w • • m • a • e . • • + • • • • • • • . • + • w • . • w • r w w wt • w • . • • • r o • • s • s w • • • s s • s • a • • w m w w • • . • • w r . r s • • r • • • • • • • w
MONUMENT HARDWARE SHALL BE PROVIDED BY THE CITY OF WHEAT RIDGE UPON REQUEST. iw w + • • { ~ • s • • • • • • • • • r r w w • q « • • + • • e • s s ~I r • • w • • r • • • • • + • w w + • • m • r » • • • • • • • : • e • • • s + s w a s m : • e r • • • • w w • r' . s . • • • : • . • • . r • m • • . s r w • • . • e • • • . . . • • . • • • . . r . . • . . • . r~ • w • ` ~A r W ~
15. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN THIRTY (30) DAYS OF INITIAL EXPOSURE OR SEVEN • w • m a • • • • • e • s w t• m • • • i r a • • w e • • • r • • e • • • • • w w e • • • • e w m • w i • r • • r « • • • • • • • • • • • • • • w • • • • • e r • • • ' • w • • r • • • m a • + s • w • • w e r • • • • • . • m • m • • • • • r w • w + • • • w • + • e r wr w • • • r • + ~ . • • • • r • • • . • . w . _ ~y~ • • • • • • • "M. - • 1 4# ~4 1 , (t v ~ "C.^' -
(7) DAYS AFTER GRADING IS SUBSTANTIALLY COMPLETE IN A GIVEN AREA (AS DEFINED BY THE CITY). THIS f r w . • s • + + • • r . + • • . . • • • • + • w • . a • 1w w h • • • . • • • • r • • r • w e • -)•j'V ~ i • • • -i • • / a . • • a • • e w • w + • • • • • • • • w w • • e • • • e • w Cw~ ~ . L ~ • ~ `:y ~a r • • . • w r • a l • e • • r • • • r ~ • r • • • • w • • • • • • + • • • • • a + w • w w • • • . • ♦ • + w • • • s w w w w • • r • m • w • • w • w • r • + • r • ~ I • . • • • • ~ r a e o w w
MAY REQUIRE MULTIPLE MOBILIZATIONS FOR SEEDING AND MULCHING. • • . r • s s • + s + . e • . • • • • w • r • • e r e • • • e w w • • • • e • 4 f,N •--w°~"'fif • . • w w • • w • a • w w • w w • - • • • • • w • • • • • r • • + • • • ~ 1 ~ , + r..~ • • w w • • • + • • • + • e s e e r w • s • • • • • • w w • • • • o • w • • • • • • • • r w r . . • m, • s • • L • • + • • w • w • s s • • + w s e e • • r • 4s • • • + + • • , _ ~ _ i'~ i.,,,.,., - (f f
• • e • • e • a r • . w + • w + • e + • • w e • + • s w e • m w w • + m • + • + r * * • w w • • • • + + 1r, b. ~ • w • • . • • • • • * • w w • • `1• w. r i r • • s + • • • r • • w • r • m ~ . • • , . ~ _ w ~ w•r.• i ~ _
16. ANY DISTURBED AREA OR STOCKPILE NOT AT FINAL GRADE THAT IS TO BE LEFT EXPOSED FOR MORE THAN - - - THIRTY (30) DAYS AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL BE TEMPORARILY SEEDED WITHIN SEVEN(7) DAYS OF PLACEMENT OR DISTURBANCE IN ACCORDANCE IN ACCORDANCE WITH THE CITY OF WHEAT RIDGE TEMPORARY SEEDING STANDARDS. IF THE SEASON OR STOCKPILE MATERIAL PROHIBITS - - - - - TEMPORARY SEEDING, THE DISTURBED AREAS SHALL BE STABILIZED WITH CITY OF WHEAT RIQGE SEEDING - - ~ . V e . w • • • • • w w r ~ "f • _h,... * •'"'w • r w w • • . r r • r a • • • • w !r w w w • w • • • • . . ~r m a~ a w • • • w w • • • • • • • r • • • • e • + w s • r r e • • • : • + R ~ ♦ + • • ~ C,a! ' ~ . • w + w r _ w Iw . . + • • • • • • + • r r • • • + • • • . • • r • • • • • • • . . . . . ~ • w w • . w w • ..40,_„x• t + • • • • • • e • f ~ • • • r • w w I
s r • w r • • w • • . • • • + • w • • • • w • • r ~ . • f• r • • w • • w • • • • a w e w • w • • • s • • • r • 1, a • r r r i w r 1 a + • w • s r a • • e J-•^*'O'• • • w • + • • • • • • • s r e • • e : a r + • • w w . • a y r • . • • + w • • • • w • - ? •n I • r a • • • • • • ~ a e a e • r w • r • + • • • • • • • . • r t• r~ 1
• • • m r w r r r a • • m w r • • • w • r w • • e r • • • • • s. ir,, a.-. Yi.`. • • ~ r • • ~ m • • • r • w • • • • • • • • • w w , ~r ~'1 w • • . r • r e r w ? • • • • • • • • • • • • r w r • . • • • • • • • w s • a r • w • + ~ a • • m • e ,w8"'a s • i• • r r • r • I r • • • * • • • • r • s . e a w • • • r • • w w w • + • w • f ~ t ~ r. a • e • • • m r • m • w • • r w w • • m . r r r • • w • w `~.,~a • j • • r ~ r Irk r • ° j r t e.s 1
~i • • r • r w ~ • w • . . • • r • • • w ''~#r • w • • w a • • • • • r • • • r . • • • • • • • • • m • • . • • • r a a ~ • • r • e r • • m iy s • • w ; r • r • F + ~ • • w • • r » 0 . • • a a + • • w + • w • . • • • • • w • • • + r • • m . • w • • w • • • • w • . • r • w w w . • • + . • • . • • r ~ • • • • r
AND EROSION CONTROL REQUIREMENTS, - - - + • • • • m m • • m + m • m r hs . + • • • w • • • • • s • • r • • • w • • • • • r e + s . • r • • • • • • • • • • a • • • • • w w • • a 'w w + w • • • a raw + • • • • • • w • • + r • • r r a • + • • • w • r • . • • • • • • w . • r • • • r • r r • a • i / • w • • • w • . • • • • • s • w • r s a r • • • • • r e • s~ • Yf~
(l ~ C" i, I • • • • r • w • w. + w r w • • . • • • • • w r o • + ;m w • • • e • • • • e a • • « • • • • • • • e • • • . • • ~ ~ w w + • •1 • w • • . m : • . . : e r • • e • . a • • w s • • + w wr~.~i r • • • r • r • r w • a e • • r r • • • • w • • r • • r w • • • ~w • ~
17. STOCKPILES OF ANY MATERIAL SHALL BE LOCATED FULLY WITHIN THE LIMITS QF CONSTRUCTION AND NO ~ fir- 'y Y`,J rw,.; ?I ry/- • • w w • + • • w w w • • • m • w • • . • • • e• r + ~l •t d ~.p' • s 1 a b • w w a • • • r • • • • • • e • a~ - • • + • a a r • • + r e • iri r • e • • i« • • r w a 3.~ • e„~~. e ~ • • • • • • • • • l s..,_..~. w w • r • w • r • w w • • • • • ~p . w • • • • • • • + • + • • • r • • • r + . s • • • • • • r • • e • • • r • • r w w r C r 1 ~ J
LESS THAT 100-FEET FROM THE BANKS OF THE NEAREST DRAINAGEWAY. STOCKPILE AREAS SHALL BE SIZED - - - i L' ~ .I ~d --•'''r~ _ ; 1 j
TO FULLY CONTAIN THE MATERIAL BASED ON MAXIMUM ALLOWABLE STOCKPILE SIDE SLOPES OF 3 ' ~ - , w.; f • • • r s % m r • • • a • r • • m • r • r ,"a • e ~ f . • ~ ~w.~ ~ • . • • w • w • w w w • w • • "'Nr • • • • 1 + • w • w + • + w w • • m • • w s w I E S~E T B~A~~C SAD s~
(HORIZONTAL) TO 1 (VERTICAL) CONSTRUCTION. _ • • w • w + • r e - a s • • w • • w w • • r.-... w w + • • r • • • • e s • r • r a r • w • • a w • • • • • • . w • w w I j , r . • w y..
w • » • • • • • a e • • • • + w • r w • • w r w « w w w • • w • . • w . • r • w • • •~.ii! • r y-^ r ? ~ a a r r w m w s • • w • r • e • w w • • • • • • • • s • • w e s • + r s w • + r e w w • • . +✓z~ • • . : a w w • • . r,... , • • • w • w • ~ • I ~ • • w 1, .
18. PERMANENT OR TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED TO DISTURBED AREAS - - w w r r • + r • w • • • + m s • • m m • w • • • • • • w • • w • • • r . • • + `r . • s a • r r`"~~ ~ • o w w w • • r • + • . • • m • m e w• f w i - r s • • ♦ • w r w + • • + • • w • r • • • • • r . • • + • s • + . • • • + • w w • + • r w w r s . • • • « • 'i • r • y 1. • • •`y • • w + • w • • . ti/ • • • r • • • w w
WITHIN 30 DAYS AFTER FINAL GRADE IS ACHIEVED ON ANY PORTION OF THE SITE, OR TO DISTURBED AREAS • - • w w • r • w • • • . w • • . • e M • • ~ • w r it • r a w • • + " ..."i.. • r • • w • s r • • • • w e w e • • w • a a • r • • • w • • ~ r • • + + m • • • • • • r • • o • r • a • w • • • • • • • • • • • • • w • a • • • e y • • • ~ o-./ t • ....t ~ t -
THAT MAY NOT BE AT FINAL GRADE, BUT ARE TO BE LEFT DORMANT FOR A PERIOD OF TIME OF MORE THAN • w r • • • w • • • • • + • • • • + w • r • • r • e • • r • a m • w w • • w • • • w • • • w • + fy• • • • • • r w • w • • • • • • • • • • a • w + • • • • Y w P + • • r-"~w fiL • ! ~ • • • a • • + w • • • • • • • w • • • • • f m • • • r w ~ 4,; • • • • • • • • r r • w w • • • • • • ~ + + + • • • e e r r • w w • • • 0 ,l j
30 DAYS. • • + + • • w w • w • • • m . • • • • . • • . • • • • a • • • r • s w • w • • . • w w . • w w""'" • ,%u/ . • e • • . . o • . • • r a• r '7r • w • • m • p • • • • • • w a • ~ , ! ~l r • y" . w • w • • 9( r Y' r ~ • • • • • a r • • 'w • • • s s • s r • • • w r • • • w • w . e • • • m w • • • r • w • • • m m • m • w s • + s a • • • e • • s • w w • r • Y • ° • ' • • • + s • • • s + • • • • w • • • • • r • • • e m • • • w • • r y• • • r • • • r • • s w • • • • e r • • .~K~ w~~w • w,' • r.'". * + + • • • + • + • • • l~.. • • + s `-y • • s o • e • w i • w w • s • . w • a • • • :w +
19. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DURING CONSTRUCTION, AND SHALL BE - - - - ` w . O iI 'i r • • • m • • • • • w • s • ..•--a...,_s • • r o r w • • • r w • • • • • • s • r • s • • a . • w • • • P o l • r ; r ~ r • ,~b r' r"~w ~ • • • • • • ,_..w ,il.. ~w, ..3 .Jw • I o - I
INSTALLED WITHIN 24 HOURS, OR WITHIN THE TIMEFRAME SET FORTH BY THE CITY INSPECTOR. - - - w a r • w w • + • • • r • • r • • • w • • w • • w + • • • • e • w r s .i r~~s R .~d ♦ h " :-r~~ w • w • • • • • • • • • • • • • w r w ~ w s m . r + + r • ~ r • • m • w r • + • • • • r • • • • • ` • •;4 ~ ' w • • r • • • • r o • r • m • • + • • • • • . • . . . • . • w + w w . • • . + . r • • . . f i-. "r`~~• • r • • w w • • • • e • • • ~L ~ r w r w w w • a • w • • . • • e • • w 1w w • • • • • • • • e• w a a w• m w ~ k I
_ y+ 1 GRADING REVISIONS REQUIRED BY CHANGE IN FlNISN BOOR ELEVATIONS 9/18/06 HH HH • ♦ + • • ..-e'~ • • + + r + * r • • • • • w e w w • • • • • • • • r r • m • w • • • • • • . . • r •-i~~ • : s w • e • + w s w ♦ w a • • e • a~ r • • r r • • • w a • • • • • • m m • s ~ s r • • • w • • • • • e. • • • l t t m • • a w • . • • + • • r • • • • s ,j • • • r • • • w • • • • • • • w r • } e a • w • • • • • • • a • • w • • • • • • w r r r
1
HVS ENGINEERING, INC.
CALL UIILITY NOTIFICATION GRADING PLAN II
CENTER OF COLORADO 5777 OLDE WADSWORTH BLVD., R-800 SMIT~ARVADA, COLORADO 80002
1-800-922-1987 MITH-PARCHMAN PROPERTY
PHONE: (303) 940-5807 FAX: (303) 940-5803 4251
DESIGNED BY.- HH
DRAWN BY: HH REVISION: DRAWIN(
REV REVISION DESCRIPTION DATE CHANGED CHECKED BY BY r DATE: 09/14/09
LAI
City of
WheatP
Comwumw DEVELOPMENT
Case No. Date Received I
Case Description Class I Special Exception Permit
App.4canf JnM~atnir
Name Name r-
Address City
OwrkrJrdar~a~ine.
Name Thomas S._Parchm_an Name Eliza6eth_A
Address - City F----
CviNacf J~/vr~afivn
Name.. Name
Address City I -
LAND USE APPLICATION FORM`
u9U4 J Case Planner I l let
Praj~cf JnJnmcation
Address' 4255 _ _rrr 11 SStre-et-Parffeet-S~~treLocation Description 1
Parcel No. 3&27&00002
Reviews
Status,'
CITY OF WHEAT RIDGE
89/15/89 3:18 PH cdbb
ELIZABETH SMITH
RECEIPT NO:CDBA02589 AMOUNT
FMSD ZONING APPLICATION F 388.88
ZONE
PAYMENT RECEIVED AMOUNT
CK 7743 380.88
TOTAL 308.88