20200349 Ver 3_13a_BRRW_South_Drainage_Calculations Report_20220823

DocuSign Envelope ID:6BOADE8F-9377-4B6E-9E5A-1C85AAFFE989
BLUE RIDGE ROAD
WIDENING AND IMPROVEMENTS
RALEIGH , NORTH CAROLINA
DRAINAGE CALCULATIONS FOR SOUTH PORTION OF PROJECT
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MARCH, 18 2022 VERSION 2
Prepared For:
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Prepared By:
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TABLE OF CONTENTS
Calculations.......................................................................................................................................3-18
Narrative.............................................................................................................................................3
Inlet, Gutter, and Spread Calculations...............................................................................................4-9
PipeSystem Calculations ..............................................................................................................10-17
DitchCalculations.............................................................................................................................. 18
Appendices...................................................................................................................................... 19-67
Appendix A—Drainage Plans with Drainage Areas........................................................................ 19-28
Appendix B— Photos (Corresponding to Gold Circles on Drainage Plans).......................................30-67

Narrative
The Blue Ridge Road project is approximately 2.0 miles long of minor widening and improvements.The
project is split into two separate parts (south and north).This calculation report covers the south
portion of the project(from begin project to-L-Station up to 101+00).The road itself generally follows
the natural ridge line of the area, so offsite areas are relatively small. Most of the project's typical cross
section is made of up three 11' wide lanes (shared middle lane for turns) with curb and gutter and a 10'
multiuse path in some sections and 6' sidewalk in other sections.The existing project typical section is
three lanes varied in width (shared middle turn lane)with a mixture of grassed shoulder with ditches
and curb and gutter. Some sections have a 5-6' sidewalk while others do not have any sidewalk.The
project is within the Neuse River basin.
Runoff drains to House Creek (NCDWR Stream Index No. 27-33-13)which is classified as a type "C"
stream. Existing drainage features have been maintained to the best extent practical. Drainage systems
will be sized according to City of Raleigh and NCDOT standards. Stormwater control measures have been
designed to the minimum criteria outlined in the NCDOT BMP Toolbox as well as incorporating any new
design criteria from the NCDEQ BMP Manual.The following items were incorporated for the
minimization of water quality impacts.
• Stormwater will discharge through a rip-rap dissipater pad to ensure non-erosive velocities at
the bottom of the fill slopes.
• Grass swales are proposed and utilized to the maximum extent practical.
• Bank stabilization is proposed at locations on House Creek where piped stormwater drainage
discharge occurs to minimize erosion and lower velocities.
• Channel Improvements and bank stabilization were used at culvert inlets and outlets to help
stabilize channels and minimize erosion.
• Proposed culvert at House Creek was buried 1' and has a 1'sill.
• Stormwater from certain sections of the site will be collected and treated in two stormwater
control measures (1 bioretention cell and 1 bioretention pond).These will provide water quality
treatment for a broad spectrum of water quality parameters of concern. As stormwater is
temporarily detained, suspended sediments and some phosphorus are captured through
sedimentation. During infiltration and other chemical processes, metals and additional
phosphorus are removed. Microbial activity that occurs in the media helps to reduce nitrogen
and hydrocarbons. As the surface layer is exposed to sunlight and allowed to dry, pathogens are
treated. Median filters with relatively deep media layers can help abate runoff temperatures.
In general,the steep topography to the left and right of each side of the road limited the practicality of
larger BMP's/SCM's to treat or detain stormwater. Property along the corridor is also highly developed
with homes or businesses which limited space for larger treatment options. The bioretention pond has
been sized for the maximum space practical.The pond will be built on a lot that will be a total take by
the City. Please refer to the Pre-Post Outfall Analysis Report for a more detailed narrative about each
individual outfall.

CREATE DATE: 7/6/2020 INLET COMPUTATION SHEET
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION ROADWAY RUNOFF INLET
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401 0402 L 17+23 24 Rt 446.21 0.046 0.031 0.00 0.00 0.0 0.4 0.0 0.4
401 0403 L 16+50 19 Rt 448.06 0.027 0.060 0.12 0.81 2.0 5.8 0.6 0.0 0.6 1.7 0.6 0.0 402
401 0404 L 15+50 20 Rt 451.36 0.050 0.060 0.20 0.85 2.0 5.8 1.0 0.0 1.0 1.9 1.0 0.0 403
401 0412 L 16+50 18 Lt 449.47 0.027 0.060 0.18 0.42 2.0 5.8 0.4 0.0 0.4 2.2 0.4 0.0
401 0405 L 14+00 24 Rt 459.42 0.061 0.060 0.26 0.76 2.0 5.8 1.1 0.0 1.1 1.9 1.1 0.0 404
401 0413 L 15+00 22 Lt 455.74 0.053 0.060 0.21 0.51 2.0 5.8 0.6 0.0 0.6 2.2 0.6 0.0 412
401 0414 L 13+97 24 Lt 461.36 0.061 0.060 0.18 0.69 2.0 5.8 0.7 0.0 0.7 2.2 0.7 0.0 413
401 0407 L 13+15 24 Lt 466.43 0.063 0.002 0.03 0.74 2.0 5.8 0.1 0.0 0.1 1.4 0.1 0.0 405
401 0408 L 12+50 25 Lt 468.61 0.043 0.060 0.23 0.85 2.0 5.8 1.1 0.0 1.1 2.1 1.1 0.0 407
401 0409 L 12+92 59 Lt 469.06 0.042 0.330 0.00 0.00 0.0 0.1 0.0 0.1
401 0410 L 12+57 66 Lt 469.06 SAG 0.330 0.22 0.65 10.0 5.8 0.8 0.0 0.8 1.0 N/A N/A
401 0411 L 13+21 108 Lt 469.06 SAG 0.330 0.19 0.77 2.0 5.8 0.9 0.0 0.9 1.0 N/A N/A
501 0502 L 19+01 70 Rt 438.34 0.018 0.012 0.31 0.64 2.0 5.8 1.1 0.0 1.1 7.8 0.8 0.3
501 0503 L 19+30 18 Rt 441.93 0.019 0.036 0.05 0.81 2.0 5.8 0.3 0.0 0.3 1.6 0.3 0.0 502
501 0504 L 20+00 19 Rt 444.61 0.038 0.037 0.17 0.78 2.0 5.8 0.8 0.0 0.8 2.3 0.8 0.0 503
501 0505 L 20+00 18 Lt 444.94 0.038 0.005 0.12 0.63 2.0 5.8 0.4 0.0 0.4 6.0 0.4 0.1
501 0507 L 21+00 18 Lt 448.28 0.026 0.005 0.09 0.73 2.0 5.8 0.4 0.0 0.4 5.7 0.3 0.1 506
601 0620 L 30+87 30 Rt 426.17 0.003 0.330 0.00 0.00 0.0 0.0 0.0 0.0
601 0602 L 30+87 26 Rt 430.37 0.003 0.032 0.24 0.79 2.0 5.8 1.1 0.3 1.4 6.9 1.2 0.2 612
601 0607 L 30+86 18 Lt 431.43 0.003 0.040 0.00 0.89 2.0 5.8 0.0 0.0 0.0 0.4 0.0 0.0
601 0612 L 31+00 27 Rt 430.14 SAG 0.033 0.54 0.80 2.0 5.8 2.5 0.2 2.7 8.8 N/A N/A
601 0604 L 29+50 19 Lt 432.35 0.013 0.040 0.00 0.66 2.0 5.8 0.0 0.3 0.3 2.7 0.3 0.0 602
Page 1 of 6 Printed 3/3/2022

CREATE DATE: 7/6/2020 INLET COMPUTATION SHEET
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION ROADWAY RUNOFF INLET
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601 0613 L 30+85 42 Lt 430.70 SAG 0.330 0.81 0.40 2.0 5.8 1.9 0.0 1.9 1.7 N/A N/A
601 0603 L 29+50 26 Rt 431.46 0.013 0.030 0.35 0.81 2.0 5.8 1.6 0.0 1.6 5.5 1.4 0.3 602
601 0605 L 28+30 18 Lt 434.63 0.028 0.004 0.07 0.64 2.0 5.8 0.2 0.0 0.2 3.1 0.2 0.0 603
601 0512 L 27+50 18 Lt 437.40 0.038 0.002 0.05 0.71 2.0 5.8 0.2 0.0 0.2 1.9 0.2 0.0 605
601 0614 L 28+28 47 Lt 436.68 SAG 0.330 0.29 0.57 2.0 5.8 1.0 0.0 1.0 1.1 N/A N/A
601 0509 L 26+00 18 Lt 442.49 0.031 0.009 0.08 0.76 2.0 5.8 0.4 0.0 0.4 3.2 0.3 0.0
601 0511 L 26+00 18 Rt 442.40 0.031 0.015 0.27 0.76 2.0 5.8 1.2 0.0 1.2 5.9 0.9 0.3 604
601 0514 L 25+00 18 Lt 445.26 0.026 0.016 0.05 0.81 2.0 5.8 0.2 0.0 0.3 1.8 0.3 0.0 509
601 0510 L 23+50 18 Lt 448.41 0.018 0.018 0.09 0.78 2.0 5.8 0.4 0.0 0.4 2.9 0.4 0.0 514
616 0615 L 37+31 44 Lt 424.00 SAG 0.330 0.46 0.51 10.0 5.8 1.4 0.0 1.4 1.4 N/A N/A
617 0610 L 37+00 19 Lt 426.69 0.039 0.020 0.04 0.67 2.0 5.8 0.1 0.0 0.1 2.6 0.1 0.0 609
617 0611 L 36+25 18 Lt 428.81 0.030 0.011 0.17 0.70 2.0 5.8 0.7 0.0 0.7 5.3 0.6 0.1 609
701 0715 Y7 10+50 22 Lt 413.37 0.030 0.022 0.04 0.84 2.0 5.8 0.2 0.0 0.2 2.9 0.2 0.0
701 0702 Y7 10+50 20 Rt 414.50 0.030 0.022 0.06 0.79 2.0 5.8 0.3 0.0 0.3 3.4 0.3 0.0
701 0703 L 38+81 19 Rt 417.33 0.043 0.046 0.19 0.79 2.0 5.8 0.9 0.0 0.9 2.3 0.9 0.0 702
701 0608 L 37+75 18 Rt 422.66 0.048 0.043 0.03 0.75 2.0 5.8 0.1 0.4 0.6 1.9 0.6 0.0 703
701 0609 L 37+63 20 Rt 423.06 0.048 0.034 0.62 0.68 2.0 5.8 2.4 0.1 2.6 4.6 2.1 0.4 608
704 0705 L 48+48 29 Rt 397.40 0.003 0.330 0.02 0.30 2.0 5.8 0.0 0.0 0.0
704 0706 L 48+48 26 Rt 401.00 SAG 0.027 0.14 0.81 2.0 5.8 0.7 0.2 0.9 3.5 N/A N/A
704 0707 L 48+00 26 Rt 401.19 0.004 0.023 0.18 0.80 2.0 5.8 0.8 0.4 1.2 7.5 1.0 0.2 706
704 0711 L 48+48 18 Lt 401.63 0.003 0.005 0.03 0.78 2.0 5.8 0.1 0.0 0.2 6.6 0.1 0.0 712
704 0708 L 46+00 26 Rt 403.03 0.020 0.018 0.27 0.80 2.0 5.8 1.2 0.4 1.6 6.9 1.2 0.4 707
Page 2 of 6 Printed 3/3/2022

CREATE DATE: 7/6/2020 INLET COMPUTATION SHEET
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION ROADWAY RUNOFF INLET
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704 0712 L 48+00 19 Lt 401.51 SAG 0.015 0.15 0.78 2.0 5.8 0.7 0.1 0.8 5.7 N/A N/A
704 0714 L 48+80 18 Lt 401.65 0.003 0.009 0.06 0.81 2.0 5.8 0.3 0.0 0.3 6.7 0.2 0.0 711
704 0709 L 44+00 26 Rt 406.38 0.021 0.027 0.36 0.79 2.0 5.8 1.6 0.3 1.9 5.7 1.5 0.4 708
704 0713 L 47+00 19 Lt 401.98 0.006 0.020 0.21 0.76 2.0 5.8 0.9 0.0 0.9 6.4 0.8 0.1 712
704 0710 L 42+00 26 Rt 410.09 0.011 0.044 0.43 0.80 2.0 5.8 2.0 0.0 2.0 4.9 1.7 0.3 709
901 0902 L 61+00 19 Lt 378.51 0.007 0.023 0.22 0.81 2.0 5.8 1.0 0.0 1.0 6.1 0.9 0.2
901 0801 L 58+50 19 Lt 383.92 0.044 0.027 0.15 0.80 2.0 5.8 0.7 0.0 0.7 2.6 0.7 0.0 902
901 0802 L 57+00 19 Lt 388.28 0.023 0.060 0.34 0.77 2.0 5.8 1.5 0.1 1.6 3.0 1.5 0.0 801
901 0803 L 55+00 19 Lt 391.81 0.025 0.060 0.35 0.73 2.0 5.8 1.5 0.2 1.6 3.0 1.6 0.1 802
901 0804 L 53+00 19 Lt 394.94 0.010 0.014 0.17 0.75 2.0 5.8 0.7 0.1 0.9 7.1 0.7 0.2 803
901 0805 L 51+95 19 Lt 395.94 0.004 0.032 0.11 0.69 2.0 5.8 0.4 0.0 0.4 4.6 0.4 0.0 804
901 0806 L 51+95 41 Lt 395.00 SAG 0.330 0.31 0.32 2.0 5.8 0.6 0.0 0.6 0.8 N/A N/A
901 0807 L 51+95 18 Rt 394.67 0.004 0.058 0.29 0.82 2.0 5.8 1.4 0.0 1.4 4.4 1.3 0.1 804
903 0904 L 61+00 29 Rt 378.45 0.007 0.016 0.10 0.81 2.0 5.8 0.4 0.2 0.7 6.1 0.6 0.1
903 0905 L 60+00 29 Rt 379.46 0.015 0.017 0.25 0.75 2.0 5.8 1.1 0.0 1.1 6.2 0.9 0.2 904
1001 1002 L 73+83 21 Lt 364.45 0.007 0.020 0.01 0.78 2.0 5.8 0.1 0.0 0.1 1.3 0.1 0.0 1003
1001 1003 L 72+50 20 Lt 362.36 0.010 0.026 0.09 0.83 2.0 5.8 0.4 0.0 0.4 3.1 0.4 0.0 1004
1001 1019 L 71+65 19 Lt 361.95 SAG 0.024 0.08 0.86 2.0 5.8 0.4 0.0 0.4 1.6 N/A N/A
1001 1004 L 71+50 19 Lt 361.96 SAG 0.024 0.05 0.86 2.0 5.8 0.2 0.0 0.3 1.3 N/A N/A
1001 1005 L 71+00 19 Lt 362.06 0.007 0.022 0.09 0.86 2.0 5.8 0.5 0.0 0.5 4.1 0.4 0.0 1004
1001 1007 L 71+50 18 Rt 362.24 SAG 0.026 0.07 0.78 2.0 5.8 0.3 0.2 0.5 1.7 N/A N/A
1001 1006 L 71+00 18 Rt 362.56 1 0.007 0.014 1 0.11 0.73 2.0 5.8 0.5 0.1 0.6 6.2 0.5 0.1 1007
Page 3 of 6 Printed 3/3/2022

CREATE DATE: 7/6/2020 INLET COMPUTATION SHEET
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION ROADWAY RUNOFF INLET
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ui O
Z w =
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1001 0906 L 69+00 18 Rt 364.80 0.020 0.019 0.16 0.82 2.0 5.8 0.7 0.1 0.8 4.7 0.7 0.1 1006
1001 0911 L 67+50 18 Rt 367.17 0.025 0.013 0.15 0.75 2.0 5.8 0.6 0.0 0.6 4.7 0.6 0.1 906
1001 0907 L 66+50 18 Rt 370.24 0.034 0.060 0.19 0.77 2.0 5.8 0.9 0.0 0.9 2.0 0.9 0.0 911
1001 0912 L 67+50 19 Lt 368.29 0.025 0.060 0.10 0.46 2.0 5.8 0.3 0.0 0.3 1.8 0.3 0.0 911
1001 0908 L 65+50 18 Rt 372.14 0.016 0.060 0.23 0.80 2.0 5.8 1.1 0.1 1.2 2.8 1.1 0.0 907
1001 0909 L 63+90 18 Rt 374.51 0.016 0.047 0.16 0.84 2.0 5.8 0.8 0.0 0.8 2.6 0.8 0.0 908
1001 0910 L 63+90 18 Lt 374.87 0.016 0.012 0.13 0.81 2.0 5.8 0.6 0.0 0.6 5.5 0.5 0.1 908
1008 1009 L 71+80 27 Rt 361.97 0.003 0.330 0.00 0.00 0.0 0.1 0.0 0.1
1008 1010 L 71+85 18 Rt 362.45 0.003 0.025 0.18 0.80 2.0 5.8 0.8 0.0 0.8 6.4 0.8 0.1 1007
1011 1021 L 75+40 21 Lt 360.87 0.034 0.040 0.07 0.86 2.0 5.8 0.3 0.0 0.3 1.6 0.3 0.0 1018
1011 1018 L 76+25 21 Lt 358.71 0.017 0.040 0.08 0.78 2.0 5.8 0.3 0.0 0.3 1.8 0.3 0.0 1012
1011 1012 L 76+80 21 Lt 358.17 SAG 0.035 0.09 0.79 2.0 5.8 0.4 0.0 0.4 1.5 N/A N/A
1011 1013 L 77+12 20 Lt 358.28 0.003 0.025 0.10 0.79 2.0 5.8 0.4 0.0 0.4 4.6 0.4 0.0 1012
1011 1015 L 76+80 5 Rt 359.36 0.006 0.040 0.07 0.75 2.0 5.8 0.3 0.0 0.3 3.3 0.3 0.0 1014
1011 1014 L 77+12 5 Rt 359.01 SAG 0.025 0.07 0.68 2.0 5.8 0.3 0.1 0.3 3.7 N/A N/A
1011 1016 L 76+00 6 Rt 360.44 0.022 0.040 0.11 0.81 2.0 5.8 0.5 0.0 0.5 3.1 0.5 0.0 1015
1011 1024 L 77+30 5 Rt 359.02 0.004 0.020 0.10 0.73 2.0 5.8 0.4 0.0 0.4 6.1 0.4 0.1 1014
1011 1017 L 76+00 43 Rt 360.05 SAG 0.330 0.20 0.34 2.0 5.8 0.4 0.0 0.4 0.6 N/A N/A
1023 1022 L 76+02 97 Lt 351.00 SAG 0.100 0.00 0.30 2.0 5.8 0.0 0.0 0.0 0.0 N/A N/A
1114 1116 L 87+04 21 Lt 324.58 SAG 0.040 0.11 0.81 2.0 5.8 0.5 0.0 0.5 1.6 N/A N/A
1114 1112 L 86+50 21 Lt 324.88 0.011 0.040 0.10 0.79 2.0 5.8 0.4 0.0 0.5 2.4 0.5 0.0 1116
1114 1119 L 87+04 5 Rt 325.87 SAG 0.040 0.10 0.77 2.0 5.8 0.5 0.0 0.5 2.8 N/A N/A
Page 4 of 6 Printed 3/3/2022

CREATE DATE: 7/6/2020 INLET COMPUTATION SHEET
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION ROADWAY RUNOFF INLET
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ui O
Z w =
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1114 1121 L 87+50 20 Lt 325.10 0.009 0.025 0.08 0.80 2.0 5.8 0.4 0.0 0.4 2.9 0.4 0.0 1116
1114 1108 L 85+75 21 Lt 326.27 0.026 0.040 0.25 0.67 2.0 5.8 1.0 0.0 1.0 2.9 1.0 0.0 1112
1114 1115 L 87+04 48 Rt 324.50 SAG 0.100 0.06 0.30 2.0 5.8 0.1 0.0 0.1 0.8 N/A N/A
1114 1123 L 87+50 5 Rt 326.00 0.009 0.025 0.04 0.75 2.0 5.8 0.2 0.0 0.2 3.5 0.2 0.0 1119
1114 1109 L 85+75 6 Rt 327.39 0.026 0.040 0.10 0.69 2.0 5.8 0.4 0.0 0.4 2.7 0.4 0.0 1112
1114 1113 L 86+76 41 Rt 326.20 0.006 0.100 0.00 0.00 0.0 0.2 0.0 0.2
1114 1120 L 87+91 1 Rt 326.40 0.018 0.015 0.06 0.80 2.0 5.8 0.3 0.0 0.3 4.7 0.2 0.0 1123
1114 1105 L 84+75 6 Rt 331.03 0.046 0.040 0.09 0.70 2.0 5.8 0.4 0.0 0.4 2.4 0.4 0.0 1109
1114 1125 L 88+65 6 Lt 328.06 0.015 0.018 0.03 0.79 2.0 5.8 0.1 0.0 0.1 3.3 0.1 0.0 1121
1114 1104 L 83+75 5 Rt 335.76 0.036 0.040 0.11 0.72 2.0 5.8 0.5 0.0 0.5 2.7 0.5 0.0 1105
1114 1122 L 88+65 21 Rt 327.34 0.015 0.018 0.05 0.80 2.0 5.8 0.2 0.0 0.2 1.9 0.2 0.0 1120
1114 1102 L 82+50 5 Lt 339.68 0.043 0.010 0.02 0.66 2.0 5.8 0.1 0.0 0.1 3.4 0.1 0.0 1108
1114 1101 L 82+25 6 Lt 340.87 0.048 0.024 0.08 0.73 2.0 5.8 0.3 0.0 0.3 3.2 0.3 0.0 1102
1114 1103 L 82+40 20 Rt 339.66 0.045 0.015 0.09 0.78 2.0 5.8 0.4 0.1 0.5 2.6 0.5 0.0 1104
1114 1020 L 81+50 21 Rt 344.03 0.063 0.040 0.37 0.81 2.0 5.8 1.7 0.0 1.7 3.1 1.6 0.1 1103
1202 1201 L 94+75 18 Rt 316.01 0.011 0.030 0.17 0.77 2.0 5.8 0.8 0.0 0.8 3.9 0.7 0.0 1221
1202 1127 L 92+88 19 Rt 318.21 0.024 0.020 0.08 0.77 2.0 5.8 0.3 0.4 0.7 3.9 0.7 0.1
1202 1126 L 92+40 19 Rt 319.60 0.034 0.020 0.37 0.78 2.0 5.8 1.7 0.0 1.7 5.7 1.3 0.4 1127
1208 1132 L 92+78 40 Lt 318.30 0.026 0.000 0.00 0.00 0.0 0.5 0.0 0.5
1208 1131 L 92+40 40 Lt 318.70 SAG 0.330 0.27 0.33 2.0 5.8 0.5 0.0 0.5 0.7 N/A N/A
1217 1215 Y18 11+45 19 Rt 304.82 0.025 0.010 0.03 0.69 2.0 5.8 0.1 0.0 0.1 1.3 0.1 0.0
1217 1213 Y18 12+21 19 Rt 307.25 0.023 0.020 0.02 0.67 2.0 1 5.8 0.1 0.0 0.1 1.1 0.1 0.0 1215
Page 5 of 6 Printed 3/3/2022

CREATE DATE: 7/6/2020 INLET COMPUTATION SHEET
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Road COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION ROADWAY RUNOFF INLET
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1217 1211 L 97+60 65 Lt 309.01 0.060 0.020 0.06 0.80 2.0 5.8 0.3 0.0 0.3 1.6 0.3 0.0 1213
1217 1214 Y18 12+20 4 Rt 306.94 0.023 0.020 0.02 0.73 2.0 5.8 0.1 0.0 0.1 1.1 0.1 0.0
1217 1212 L 97+25 41 Lt 310.88 0.040 0.020 0.06 0.77 2.0 5.8 0.2 0.0 0.2 1.6 0.2 0.0 1211
1217 1216 Y18 12+19 20 Lt 306.37 0.023 0.020 0.13 0.83 2.0 5.8 0.6 0.0 0.6 3.5 0.6 0.0
1217 1219 L 96+66 22 Lt 312.56 0.027 0.020 0.06 0.72 2.0 5.8 0.2 0.0 0.2 1.7 0.2 0.0 1212
1217 1209 L 95+86 22 Lt 315.54 0.020 0.033 0.00 0.00 0.0 0.0 0.0 0.0
1217 1207 L 95+77 52 Lt 315.50 SAG 0.160 0.12 0.30 2.0 5.8 0.2 0.0 0.2 0.8 N/A N/A
1225 1231 L 99+23 42 Rt 298.30 0.000 0.020 0.00 0.00 0.0 1.8 0.0 1.8
1225 1223 L 99+20 19 Rt 299.88 0.073 0.020 0.05 0.70 2.0 5.8 0.2 0.0 0.2 1.4 0.2 0.0
1225 1222 L 98+62 19 Rt 303.90 0.065 0.020 0.15 0.80 2.0 5.8 0.7 0.0 0.7 2.6 0.7 0.0 1223
1225 1224 L 99+18 19 Lt 300.06 0.073 0.020 0.11 0.78 2.0 5.8 0.5 0.0 0.5 1.9 0.5 0.0
1225 1221 L 97+50 56 Rt 309.29 0.060 0.020 0.17 0.62 2.0 5.8 0.6 0.2 0.9 3.2 0.8 0.0 1222
1225 1228 L 99+18 36 Lt 300.38 SAG 0.100 0.11 0.34 2.0 5.8 0.2 0.0 0.2 1.3 N/A N/A
1225 1220 L 96+50 19 Rt 313.05 0.025 0.020 0.27 0.75 2.0 5.8 1.2 0.0 1.2 5.1 1.0 0.2 1221
Page 6 of 6 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z w 7) w = w z Q w w w m REMARKS
~ z � z HL (n ^ w OW w W U � J
V@ cn �? w ? o a Da ¢ lyw w c~i� � w w
J O g 0 0 ¢ w w J w
w ~ cn TOP, TOP, U) z_ i O c9 Of
FROM TO CA a O w I Q X = ILL
d z _j 0 INV INV 2 w LU > 00
401 402 0402 0401 1.83 1.29 65 11 11 5.7 7.4 446.21 0.00 0.065 0.011 15 C E 9.0 13.2 4.92 442.81
441.29 437.00
401 403 0403 0402 1.83 1.29 70 2 11 11 5.7 7.4 448.06 446.21 0.052 0.011 15 C 9.0 12.3 3.00 446.73
445.06 441.29
401 404 0404 0403 0.45 0.36 97 2 2 10 5.9 2.1 451.36 448.06 0.033 15 C 9.0 7.7 3.00 449.00
448.36 445.06
401 412 0412 0403 1.25 0.83 33 2 11 11 5.7 4.7 449.47 448.06 0.040 0.005 15 C 9.0 9.4 3.00 447.66
446.47 445.06
401 405 0405 0404 0.26 0.20 145 2 2 10 5.9 1.2 459.42 451.36 0.054 15 C 9.0 7.7 3.00 457.00
456.42 448.36
401 413 0413 0412 1.07 0.75 147 2 11 11 5.8 4.3 455.74 449.47 0.042 0.004 15 C 9.0 10.2 3.00 453.63
452.74 446.47
401 414 0414 0413 0.86 0.64 102 2 10 10 5.8 3.7 461.36 455.74 0.054 15 C 9.0 10.7 3.00 459.20
458.36 452.74
401 407 0407 0414 0.68 0.52 81 2 10 10 5.8 3.0 466.43 461.36 0.048 15 C 9.0 9.6 4.07 463.30
462.36 458.36
401 408 0408 0407 0.23 0.20 63 2 2 10 5.9 1.2 468.61 466.43 0.049 15 C 9.0 7.4 3.00 466.19
465.61 462.36
401 409 0409 0407 0.42 0.29 41 10 10 5.9 1.7 469.06 466.43 0.008 15 C 6.3 4.4 6.35 463.41
462.71 462.36
401 410 0410 0409 0.22 0.14 35 10 10 10 5.9 0.9 469.06 469.06 0.025 15 C E 9.0 5.3 4.74 464.81
464.32 463.37
401 411 0411 0409 0.19 0.15 55 2 2 10 5.9 0.9 469.06 469.06 0.025 15 C E 9.0 5.4 4.74 464.82
464.32 462.88
501 502 0502 0501 0.75 0.52 191 2 3 10 5.9 3.1 438.34 0.00 0.010 24 C E 24.4 5.3 4.48 434.60
433.86 431.95
501 503 0503 0502 0.44 0.32 59 2 3 10 5.9 1.9 441.93 438.34 0.018 15 C 9.0 6.0 6.93 435.68
435.00 433.86
501 504 0504 0503 0.38 0.28 68 2 3 10 5.9 1.6 444.61 441.93 0.026 15 C 9.0 6.5 3.00 442.29
441.61 439.74
501 505 0505 0504 0.21 0.14 33 2 2 10 5.9 0.8 444.94 444.61 0.009 15 C 6.8 3.8 3.00 442.42
441.94 441.61
Page 1 of 8 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z_ w 7) W = w Z o ¢ W w w m REMARKS
~ z � z HL (n ^ w O W w W U � J
� J @ (n U W Z v d D d Q H ly W W w W
J O g 0 0 ¢ W w J w
w ~ U) TOP, TOP, U) z_ ai O c9 Of
FROM TO CA a O w I Q X = ILL
d z _j 0 INV INV 2 W LU > 00
501 507 0507 0505 0.09 0.07 96 2 2 10 5.9 0.4 448.28 444.94 0.034 15 C 9.0 4.7 3.00 445.61
445.28 441.94
601 620 0620 0601 2.84 1.85 196 4 10 5.9 10.9 426.17 0.00 0.069 0.024 15 C E #9# 15.6 1.25 426.16 X
424.92 411.36
601 602 0602 0620 2.84 1.85 3 2 4 10 5.9 10.9 430.37 426.17 0.039 0.024 15 C #9# 9.7 5.27 427.22
425.10 424.92
601 607 0607 0602 2.06 1.23 41 2 4 10 5.9 7.3 431.43 430.37 0.020 0.011 15 C 9.0 8.4 4.68 428.38
426.75 425.90
601 612 0612 0602 0.54 0.43 10 2 2 10 5.9 2.5 430.14 430.37 0.024 15 C 9.0 2.1 4.73 427.30
425.41 425.10
601 604 0604 0607 1.25 0.91 133 2 4 10 5.9 5.4 432.35 431.43 0.010 0.006 15 C 6.8 4.4 4.30 429.32
428.05 426.75
601 613 0613 0607 0.81 0.32 21 2 2 10 5.9 1.9 430.70 431.43 0.026 15 C 9.0 1.5 3.30 428.44
427.40 426.75
601 603 0603 0604 0.35 0.28 41 2 2 10 5.9 1.7 431.46 432.35 0.010 15 C 6.8 1.4 3.00 429.38
428.46 428.05
601 605 0605 0604 0.90 0.62 117 2 3 10 5.9 3.7 434.63 432.35 0.019 15 C 9.0 7.3 3.00 432.64
431.63 429.35
601 512 0512 0605 0.54 0.41 77 2 3 10 5.9 2.4 437.40 434.63 0.035 15 C 9.0 8.1 2.96 435.08
434.44 431.63
601 614 0614 0605 0.29 0.17 27 2 2 10 5.9 1.0 436.68 434.63 0.018 15 C 9.0 4.9 4.50 432.71
432.18 431.63
601 509 0509 0512 0.49 0.38 147 2 3 10 5.9 2.2 442.49 437.40 0.031 15 C 9.0 7.6 3.42 439.88
439.07 434.44
601 511 0511 0509 0.27 0.21 33 2 2 10 5.9 1.2 442.40 442.49 0.009 15 C 6.8 4.2 3.00 440.00
439.40 439.07
601 514 0514 0509 0.14 0.11 97 2 3 10 5.9 0.7 445.26 442.49 0.032 15 C 9.0 5.4 3.00 442.60
442.26 439.07
601 510 0510 0514 0.09 0.07 147 2 2 10 5.9 0.4 448.41 445.26 0.019 15 C 9.0 3.9 3.32 445.43
445.09 442.26
616 615 0615 0616 0.46 0.23 68 10 10 10 5.9 1.4 424.00 0.00 0.003 18 C 6.3 3.2 4.83 419.77
419.17 418.96
Page 2 of 8 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z_ w 7) W = w Z o ¢ W w w m REMARKS
~ z � z HL (n ^ w O W w W U � J
V) J @ (n U W Z v d D d Q H ly W W w W
J O g 0 0 ¢ W w J w
w ~ U) TOP, TOP, U) z_ a) O c9 Of
FROM TO CA a O w I O R = LL
d z _j 0 INV INV 2 W LU > 00
617 610 0610 0617 0.21 0.15 47 2 2 10 5.9 0.9 426.69 0.00 0.004 15 C 4.5 2.9 3.49 423.67
423.20 423.00
617 611 0611 0610 0.17 0.12 72 2 2 10 5.9 0.7 428.81 426.69 0.028 15 C 9.0 5.3 3.00 426.26
425.81 423.69
701 715 0715 0701 0.95 0.69 80 2 2 10 5.9 4.0 413.37 0.00 0.061 0.003 15 C 9.0 11.3 3.00 411.44
410.37 405.40
701 702 0702 0715 0.91 0.65 38 2 2 10 5.9 3.8 414.50 413.37 0.028 0.003 15 C 9.0 8.1 3.00 412.49
411.50 410.37
701 703 0703 0702 0.85 0.60 45 2 2 10 5.9 3.6 417.33 414.50 0.059 15 C 9.0 10.5 3.00 415.29
414.33 411.50
701 608 0608 0703 0.66 0.45 101 2 2 10 5.9 2.7 422.66 417.33 0.051 15 C 9.0 9.6 3.00 420.35
419.66 414.33
701 609 0609 0608 0.62 0.42 10 2 2 10 5.9 2.5 423.06 422.66 0.032 15 C 9.0 6.6 3.00 421.00
420.06 419.66
704 705 0705 0704 1.83 1.44 169 2 4 10 5.9 8.5 397.40 0.00 0.051 0.015 15 C E 9.0 13.1 398.64 X
397.40 388.78
704 706 0706 0705 1.82 1.44 2 2 4 10 5.9 8.5 401.00 397.40 0.006 0.015 15 C #5.4# 6.9 3.58 399.35
397.42 397.40
704 707 0707 0706 1.23 0.98 45 2 4 10 5.9 5.8 401.19 401.00 0.014 0.007 15 C 8.4 4.7 3.00 399.69
398.19 397.50
704 711 0711 0706 0.44 0.34 41 2 3 10 5.9 2.0 401.63 401.00 0.014 15 C 8.3 1.6 3.53 399.43
398.10 397.50
704 708 0708 0707 1.06 0.84 197 2 3 10 5.9 5.0 403.03 401.19 0.009 0.005 15 C 6.7 6.0 3.00 400.99
400.03 398.19
704 712 0712 0711 0.36 0.27 45 2 3 10 5.9 1.6 401.51 401.63 0.006 15 C 5.4 1.3 3.12 399.45
398.39 398.10
704 714 0714 0711 0.06 0.04 29 2 2 10 5.9 0.3 401.65 401.63 0.017 15 C 9.0 0.2 3.00 399.43
398.65 398.10
704 709 0709 0708 0.79 0.63 197 2 3 10 5.9 3.7 406.38 403.03 0.017 15 C 9.0 7.0 3.00 404.23
403.38 400.03
704 713 0713 0712 0.21 0.16 97 2 2 10 5.9 0.9 401.98 401.51 0.006 15 C 5.4 0.8 3.00 399.52
398.98 398.39
Page 3 of 8 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z_ w 7) W = w Z o ¢ W w w m REMARKS
~ z � z HL (n ^ w O W w W U � J
V) J @ (n U W Z v d D d Q H ly W W w W
J O g 0 0 ¢ W w J w
w ~ U) TOP, TOP, U) z_ a) O c9 Of
FROM TO CA a O w I O R = LL
d z _j 0 INV INV 2 W LU > 00
704 710 0710 0709 0.43 0.34 197 2 2 10 5.9 2.0 410.09 406.38 0.019 15 C 9.0 6.2 3.00 407.91
407.09 403.38
901 902 0902 0901 1.94 1.36 31 2 4 10 5.9 8.0 378.51 0.00 0.100 0.005 18 C 13.0 13.9 4.24 375.56
374.27 371.08
901 801 0801 0902 1.72 1.18 247 2 4 10 5.9 7.0 383.92 378.51 0.026 0.010 15 C 9.0 9.6 3.00 382.05
380.92 374.52
901 802 0802 0801 1.57 1.06 144 2 4 10 5.9 6.2 388.28 383.92 0.030 0.008 15 C 9.0 9.9 3.00 386.44
385.28 380.92
901 803 0803 0802 1.23 0.80 192 2 3 10 5.9 4.7 391.81 388.28 0.015 0.005 15 C 8.6 7.1 3.59 389.23
388.22 385.28
901 804 0804 0803 0.88 0.54 194 2 2 10 5.9 3.2 394.94 391.81 0.010 15 C 6.9 5.5 4.78 390.93
390.16 388.22
901 805 0805 0804 0.71 0.42 102 2 2 10 5.9 2.5 395.94 394.94 0.010 15 C 6.9 5.1 4.76 392.04
391.18 390.16
901 806 0806 0805 0.31 0.10 21 2 2 10 5.9 0.6 395.00 395.94 0.022 15 C 9.0 4.5 3.30 392.10
391.70 391.18
901 807 0807 0805 0.29 0.24 33 2 2 10 5.9 1.4 394.67 395.94 0.014 15 C 8.3 5.0 3.00 392.33
391.67 391.18
903 904 0904 0903 0.35 0.26 38 2 2 10 5.9 1.6 378.45 0.00 0.028 15 C 9.0 6.5 3.00 376.01
375.45 374.34
903 905 0905 0904 0.25 0.19 97 2 2 10 5.9 1.1 379.46 378.45 0.010 15 C 7.0 4.2 3.00 377.03
376.46 375.45
1001 1002 1002 1001 1.62 1.27 203 2 5 10 5.9 7.5 364.45 0.00 0.078 0.011 15 C E 9.0 14.9 7.53 358.44
356.92 340.87
1001 1003 1003 1002 1.61 1.26 130 2 4 10 5.9 7.4 362.36 364.45 0.007 0.004 18 C 9.8 6.1 4.45 358.99
357.91 356.92
1001 1019 1019 1003 1.52 1.18 82 2 4 10 5.9 7.0 361.95 362.36 0.008 0.004 18 C 10.2 6.2 3.36 359.63
358.59 357.91
1001 1004 1004 1019 1.44 1.12 12 2 4 10 5.9 6.6 361.96 361.95 0.006 0.003 18 C 8.8 5.5 3.28 360.02
358.68 358.59
1001 1005 1005 1004 0.09 0.08 47 2 2 10 5.9 0.5 362.06 361.96 0.005 r15C 5.0 0.4 3.00 360.02
359.06 358.80
Page 4 of 8 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z_ w 7) W = w Z o ¢ W w w m REMARKS
~ z � z HL (n ^ w O W w W U � J
V) J @ (n U W Z v d D d Q H ly W W w W
J O g 0 0 ¢ W w J w
w ~ U) TOP, TOP, U) z_ a) O c9 Of
FROM TO CA a O w I O R = LL
d z _j 0 INV INV 2 W LU > 00
1001 1007 1007 1004 1.29 0.99 33 2 4 10 5.9 5.9 362.24 361.96 0.007 18 C 9.8 3.5 3.30 360.23
358.94 358.68
1001 1006 1006 1007 1.23 0.94 47 2 4 10 5.9 5.5 362.56 362.24 0.007 18 C 9.8 5.7 3.25 360.22
359.31 358.94
1001 906 0906 1006 1.12 0.86 197 2 3 10 5.9 5.1 364.80 362.56 0.012 0.005 15 C 7.8 6.8 3.00 362.75
361.80 359.31
1001 911 0911 0906 0.96 0.73 147 2 3 10 5.9 4.3 367.17 364.80 0.016 0.004 15 C 8.8 7.1 3.00 365.21
364.17 361.80
1001 907 0907 0911 0.71 0.57 94 2 3 10 5.9 3.4 370.24 367.17 0.032 15 C 9.0 8.6 3.00 368.08
367.24 364.17
1001 912 0912 0911 0.10 0.04 33 2 2 10 5.9 0.3 368.29 367.17 0.032 15 C 9.0 4.1 3.00 365.56
365.29 364.17
1001 908 0908 0907 0.52 0.42 92 2 3 10 5.9 2.5 372.14 370.24 0.020 15 C 9.0 6.7 3.00 369.88
369.14 367.24
1001 909 0909 0908 0.29 0.24 152 2 2 10 5.9 1.4 374.51 372.14 0.015 15 C 8.6 5.2 3.00 372.14
371.51 369.14
1001 910 0910 0909 0.13 0.10 33 2 2 10 5.9 0.6 374.87 374.51 0.010 15 C 7.1 3.5 3.00 372.28
371.87 371.51
1008 1009 1009 1008 0.18 0.15 139 2 10 5.9 0.9 361.97 0.00 0.066 18 C E 13.0 7.3 3.61 358.75
358.36 349.16
1008 1010 1010 1009 0.18 0.15 9 2 2 10 5.9 0.9 362.45 361.97 0.094 18 C 13.0 7.5 3.00 359.92
359.45 358.36
1011 1021 1021 1011 0.87 0.59 58 2 3 10 5.9 3.5 360.87 0.00 0.005 15 C 5.0 4.5 10.57 351.30
350.30 350.00
1011 1018 1018 1021 0.81 0.53 79 2 3 10 5.9 3.2 358.71 360.87 0.010 15 C 6.9 5.5 4.25 355.22
354.46 353.65
1011 1012 1012 1018 0.73 0.47 50 2 3 10 5.9 2.8 358.17 358.71 0.010 15 C 7.0 5.4 3.17 355.91
355.00 354.46
1011 1013 1013 1012 0.10 0.08 28 2 2 10 5.9 0.4 358.28 358.17 0.009 15 C 6.7 0.5 3.00 355.92
355.29 355.00
1011 1015 1015 1012 0.54 0.33 23 2 2 10 5.9 1.9 359.36 355.0. 358.17
0 0.020 15 C 9.0 6.0 3.85 356.26
51
Page 5 of 8 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z_ w 7) W = w Z o ¢ W w w m REMARKS
~ z � z HL (n ^ w O W w W U � J
V) J @ (n U W Z v d D d Q H ly W W w W
J O g 0 0 ¢ W w J w
w ~ U) TOP, TOP, U) z_ a) O c9 Of
FROM TO CA a O w I O R = LL
d z _j 0 INV INV 2 W LU > 00
1011 1014 1014 1015 0.17 0.12 29 2 2 10 5.9 0.7 359.01 359.36 0.010 15 C 7.1 0.9 3.17 356.24
355.84 355.51
1011 1016 1016 1015 0.31 0.15 77 2 2 10 5.9 0.9 360.44 359.36 0.021 15 C 9.0 5.1 3.24 357.70
357.20 355.51
1011 1024 1024 1014 0.10 0.07 15 2 2 10 5.9 0.4 359.02 359.01 0.010 15 C 7.0 3.1 3.00 356.36
356.02 355.84
1011 1017 1017 1016 0.20 0.07 35 2 2 10 5.9 0.4 360.05 360.44 0.009 15 C 6.7 3.0 2.50 357.88
357.55 357.20
1023 1022 1022 1023 0.00 0.00 39 2 2 10 5.9 0.0 351.00 0.00 0.041 15 C 9.0 0.8 4.84 346.32
346.16 344.50
1114 1116 1116 1114 1.86 1.33 39 2 5 10 5.9 7.8 324.58 0.00 0.107 0.019 18 S 13.0 10.0 3.26 322.84
321.32 317.00
1114 1112 1112 1116 1.21 0.90 49 2 3 10 5.9 5.3 324.88 324.58 0.011 0.006 15 C 7.3 4.3 3.00 323.18
321.88 321.32
1114 1119 1119 1116 0.46 0.27 23 2 5 10 5.9 1.6 325.87 324.58 0.021 15 C 9.0 1.3 4.02 322.88
321.85 321.32
1114 1121 1121 1116 0.08 0.06 40 2 2 10 5.9 0.4 325.10 324.58 0.018 15 C 9.0 0.3 3.01 322.84
322.09 321.32
1114 1108 1108 1112 1.12 0.82 68 2 3 10 5.9 4.9 326.27 324.88 0.020 0.005 15 C 9.0 7.8 3.00 324.51
323.27 321.88
1114 1115 1115 1119 0.17 0.05 40 2 5 10 5.9 0.3 324.50 325.87 0.009 15 C 6.8 0.3 2.25 322.88
322.25 321.85
1114 1123 1123 1119 0.18 0.14 43 2 3 10 5.9 0.8 326.00 325.87 0.021 15 C 9.0 5.0 3.17 323.22
322.83 321.85
1114 1109 1109 1108 0.86 0.65 24 2 3 10 5.9 3.9 327.39 326.27 0.043 0.003 15 C 9.0 8.8 3.00 325.44
324.39 323.27
1114 1113 1113 1115 0.11 0.03 29 5 10 5.9 0.2 326.20 324.50 0.055 15 C 9.0 4.5 2.18 324.26
324.02 322.25
1114 1120 1120 1123 0.14 0.11 38 2 3 10 5.9 0.7 326.40 326.00 0.010 15 C 6.9 3.5 3.17 323.57
323.23 322.83
1114 1105 1105 1109 0.76 0.59 98 2 3 10 5.9 3.5 331.03 327.39 0.036 15 C 9.0 9.0 3.00 328.86
328.03 324.39
Page 6 of 8 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z_ w 7) W = w Z o ¢ W w w m REMARKS
~ z � z HL (n ^ w O W w W U � J
V) J @ (n U W Z v d D d Q H ly W W w W
J O g 0 0 ¢ W w J w
w ~ U) TOP, TOP, U) z_ a) O c9 Of
FROM TO CA a O w I O R = LL
d z _j 0 INV INV W LU > 00
1114 1125 1125 1120 0.08 0.06 71 2 2 10 5.9 0.4 328.06 326.40 0.012 15 C 7.8 3.3 3.91 324.46
324.15 323.23
1114 1104 1104 1105 0.67 0.52 98 2 3 10 5.9 3.1 335.76 331.03 0.047 15 C 9.0 9.6 3.00 333.57
332.76 328.03
1114 1122 1122 1125 0.05 0.04 23 2 2 10 5.9 0.2 327.34 328.06 0.008 15 C 6.1 1.0 3.00 324.60
324.34 324.15
1114 1102 1102 1104 0.56 0.44 123 2 2 10 5.9 2.6 339.68 335.76 0.029 15 C 9.0 7.8 3.28 337.25
336.40 332.76
1114 1101 1101 1102 0.08 0.06 22 2 2 10 5.9 0.4 340.87 339.68 0.058 15 C 9.0 5.5 3.00 338.18
337.87 336.40
1114 1103 1103 1102 0.46 0.37 25 2 2 10 5.9 2.2 339.66 339.68 0.009 15 C 6.6 4.8 3.01 337.39
336.65 336.40
1114 1020 1020 1103 0.37 0.30 82 2 2 10 5.9 1.8 344.03 339.66 0.051 15 C 9.0 8.5 3.00 341.78
341.03 336.65
1202 1201 1201 1202 0.62 0.48 42 2 3 10 5.9 2.8 316.01 0.00 0.023 15 C 9.0 7.1 4.01 312.89
312.00 311.00
1202 1127 1127 1201 0.45 0.35 183 2 2 10 5.9 2.1 318.21 316.01 0.012 15 C 7.6 5.3 3.01 315.80
315.20 313.00
1202 1126 1126 1127 0.37 0.29 45 2 2 10 5.9 1.7 319.60 318.21 0.029 15 C 9.0 6.8 3.00 317.34
316.60 315.20
1208 1133 1132 1208 0.27 0.09 47 2 10 5.9 0.5 318.30 0.00 0.015 15 C E 8.6 3.8 3.55 315.08
314.75 314.00
1208 1131 1131 1132 0.27 0.09 33 2 2 10 5.9 0.5 318.70 318.30 0.007 15 C 5.7 2.9 2.25 316.83
316.45 316.20
1217 1215 1215 1217 0.48 0.32 141 2 4 10 5.9 1.9 304.82 0.00 0.026 15 C E 9.0 6.8 4.82 300.55
300.00 296.30
1217 1213 1213 1215 0.45 0.29 73 2 3 10 5.9 1.7 307.25 304.82 0.039 15 C E 9.0 7.7 4.30 303.64
302.95 300.00
1217 1211 1211 1213 0.29 0.17 61 2 3 10 5.9 1.0 309.01 307.25 0.048 15 C 9.0 7.0 3.00 306.45
306.01 302.95
1217 1214 1214 1213 0.14 0.12 11 2 2 10 5.9 0.7 306.94 307.25 0.016 15 C 8.8 1.0 3.79 303.62
303.15 302.95
Page 7 of 8 Printed 3/3/2022

CREATE DATE: 7/6/2020 STORM DRAIN DESIGN COMPUTATIONS
REV. DATE: 3/18/2022
I.D. NO.: PROJ. NO.: Blue Ridge Ro; COUNTY: WAKE DESIGNED BY: JCB
DESCRIPTION: Blue Ridge Road Wideningand Improvements -South REVD BY: LDR
LOCATION RUNOFF PIPE DESIGN
TIME OF ~ H W F- W x p
STRUCTURE Q Q CONCENTRATION Z = w > > W j Q Q Z m Q S
W Y NUMBER x Ur (min) w U z w 7) w = w z Q w w w m REMARKS
~ z � z HL (n ^ w OW w W U � J
V@ cn �? w ? o a Da ¢ lyw w c~i� � w w
J O g 0 0 ¢ w w J w
w ~ cn TOP, TOP, U) z_ i O c9 Of
FROM TO CA a _ O w I O R = LL
d z _j 0 INV INV w LU > 00
1217 1212 1212 1211 0.23 0.12 49 2 3 10 5.9 0.7 310.88 309.01 0.027 15 C 9.0 5.2 3.48 307.76
307.40 306.01
1217 1216 1216 1214 0.13 0.11 22 2 2 10 5.9 0.6 306.37 306.94 0.009 15 C 6.7 3.4 3.00 303.79
303.37 303.15
1217 1219 1219 1212 0.18 0.08 59 2 3 10 5.9 0.5 312.56 310.88 0.010 15 C 6.9 3.2 4.56 308.31
308.00 307.40
1217 1209 1209 1219 0.12 0.04 75 2 10 5.9 0.2 315.54 312.56 0.009 15 C 6.6 2.5 6.84 308.91
308.70 308.00
1217 1207 1207 1209 0.12 0.04 28 2 2 10 5.9 0.2 315.50 315.54 0.010 15 C E 6.9 2.5 6.40 309.35
309.10 308.80
1225 1231 1231 1225 0.86 0.59 87 3 10 5.9 3.5 298.30 0.00 0.060 15 C E 9.0 10.9 9.79 289.42
288.51 283.20
1225 1223 1223 1231 0.86 0.59 22 2 3 10 5.9 3.5 299.88 298.30 0.064 15 C E 9.0 9.9 9.57 291.33
290.31 288.70
1225 1222 1222 1223 0.59 0.43 56 2 2 10 5.9 2.5 303.90 299.88 0.068 15 C 9.0 10.3 3.01 301.61
300.89 296.86
1225 1224 1224 1223 0.22 0.12 33 2 2 10 5.9 0.7 300.06 299.88 0.079 15 C E 9.0 7.6 6.96 293.47
293.10 290.31
1225 1221 1221 1222 0.44 0.31 101 2 2 10 5.9 1.8 309.29 303.90 0.052 15 C 9.0 8.6 3.00 306.92
306.29 300.89
1225 1228 1228 1224 0.11 0.04 16 2 2 10 5.9 0.2 300.38 300.06 0.043 15 C 9.0 4.3 4.00 296.63
296.38 295.58
1225 1220 1220 1221 0.27 0.20 102 2 2 10 5.9 1.2 313.05 309.29 0.036 15 C 9.0 6.7 3.00t310.63
310.05 1 306.29
Page 8 of 8 Printed 3/3/2022

Date: 3/18/2022 Kimley-Horn & Associates, Inc.
Raleigh, NC
Project Numbei 11063094 Designed By: JCB
County: Wake Checked By: LDR
Ditch Computation Sheet
Description: Blue Ridge Road Widening
Y Ditch Location
D.A. C Tc Q10 Left Right H drau
Channe Normal Side Side Bottom Flow Wetted ic Velocity Froude Top Critical Critical Velocity Specific Shear
I l
N-Val I Slope Depth Slope Slope Width Area Perimet Width Depth Slope Head Energy Flow Type Stress Remarks Liner Type
(acres) (min.) (in./hr.) (cfs) (ft/ft) (ft) (ft/ft (ft/ft (ft) (ft') er(ft) Radius (ft) (ft) (ft/ft) (ft/s) (ft) (ft) Number (psf)
From To L/M/R (H:V)) (H:V)) (ft)
-L-28+65 -L-29+30 L 0.47 0.36 10.0 5.90 1.00 0.035 0.023 0.40 3.00 3.00 0.00 0.50 2.50 0.19 2.38 0.37 0.03 2.11 0.07 0.47 0.84 Subcritical 0.57 Grass
-L-29+30 -L-30+85 L 0.80 0.36 10.0 5.90 1.70 0.035 0.006 0.62 3.00 3.00 0.00 1.20 3.90 0.30 3.74 0.46 0.03 1.46 0.03 0.66 0.46 Subcritical 0.23 Grass
-L-38+00 -L-39+50 L 1.35 0.40 10.0 5.90 3.14 0.035 0.025 0.71 2.00 2.00 0.00 1.00 3.20 0.32 2.85 0.69 0.03 3.10 0.15 0.86 0.92 Subcritical 1.11 Grass
-L-39+50 -L-40+00 L 1.35 0.40 10.0 5.90 3.14 0.035 0.025 0.60 3.00 3.00 0.00 1.10 3.80 0.29 3.62 0.58 0.03 2.89 0.13 0.73 0.93 Subcritical 0.94 Grass
-L-40+00 -L-41+77 L 1.35 0.40 10.0 5.90 3.14 0.035 0.016 0.65 3.00 3.00 0.00 1.30 4.10 0.31 3.92 0.58 0.03 2.46 0.09 0.75 0.76 Subcritical 0.65 Grass
-L-49+25 -L-50+20 L 0.31 0.32 10.0 5.90 0.59 0.035 0.006 0.41 3.00 3.00 0.00 0.50 2.60 0.20 2.49 0.30 0.04 1.14 0.02 0.43 0.44 Subcritical 0.15 Grass
-L-50+20 -L-51+95 L 0.31 0.32 10.0 5.90 0.59 0.035 0.021 0.33 3.00 3.00 0.00 0.30 2.10 0.16 1.99 0.30 0.04 1.78 0.05 0.38 0.77 Subcritical 0.43 Grass
-L-84+25 -L-85+20 R 0.11 0.30 10.0 1 5.90 0.19 1 0.035 0.053 0.18 3.00 3.00 0.00 1 0.10 1.20 0.09 1.10 0.19 0.04 1.92 0.06 0.24 1.12 Supercritical 0.60 Grass
-L-85+20 -L-85+80 R 0.11 0.30 10.0 5.90 0.19 0.035 0.022 0.22 3.00 3.00 0.00 0.10 1.40 0.10 1.30 0.19 0.04 1.37 0.03 0.25 0.73 Subcritical 0.30 Grass
-L-79+30 -L-80+00 L 0.27 0.36 10.0 5.90 0.27 0.035 0.041 0.26 2.00 2.00 0.00 0.10 1.10 0.11 1.03 0.26 0.04 2.04 0.06 0.32 1.00 ISupercritical 0.67 Grass
-L-80+00 -L-80+95 L 0.27 0.36 10.0 5.90 0.27 0.035 0.061 0.24 2.00 2.00 0.00 0.10 1.10 0.11 0.95 0.26 0.04 2.36 0.09 0.32 1.21 Supercritical 0.91 Grass
-Y14- 10+00 -Y14- 10+90 R 0.35 0.44 10.0 5.90 0.89 0.035 0.005 0.60 2.00 2.00 0.00 0.70 1 2.70 0.27 2.39 0.42 0.04 1.25 0.02 0.62 0.40 Subcritical 0.19 Grass
-Y14- 10+90 -Y14- 11+65 R 0.35 0.44 10.0 5.90 0.89 1 0.035 0.026 0.44 2.00 2.00 0.00 0.40 2.00 0.20 1.76 0.42 0.04 2.30 0.08 0.52 0.86 1 Subcritical 0.71 Grass
-L-75+00 -L-76+00 R 0.20 0.34 10.0 5.90 0.39 0.035 0.030 0.27 3.00 3.00 0.00 0.20 1.70 0.13 1.63 0.25 0.04 1.85 0.05 0.32 0.89 Subcritical 0.51 Grass
-L-90+15 -L-91+30 L 0.70 0.33 10.0 5.90 1.36 0.035 0.027 0.43 3.00 3.00 0.00 0.60 2.70 0.21 2.59 0.42 0.03 2.42 0.09 0.52 0.92 Subcritical 0.72 Grass
-L-91+30 -L-92+40 L 0.70 0.33 10.0 5.90 1.36 1 0.035 0.052 0.38 3.00 3.00 0.00 0.40 2.40 0.18 2.29 0.42 0.03 3.10 0.15 0.53 1.25 1 Supercritical 1.23 Grass
-L-92+40 -L-94+30 L 0.70 0.33 10.0 5.90 1.36 0.035 0.015 0.48 3.00 3.00 0.00 0.70 3.00 0.23 2.88 0.42 0.03 1.96 0.06 0.54 0.70 Subcritical 0.45 Grass
-L-94+30 -L-95+20 L 0.70 0.33 10.0 5.90 1.36 0.035 0.012 0.51 3.00 3.00 0.00 0.80 3.20 0.24 3.03 0.42 0.03 1.77 0.05 0.55 0.62 Subcritical 0.38 Grass

- APPENDIX A -
DRAINAGE PLANS WITH
DRAINAGE AREAS

/ - -Yl- /� -L-
\\ _�-Pl Sto 11+57.31 Pl S io lot /// / ppl Sto 9+203 PITSto 13+81A / P/TSto 18+94.40
r� / A = l2'00'477'(RDJ) 5 08 i T�//� �1 = 62-j0'50.0°1('L _ /2/2 675°(RTJ _ l2-58'29.5'(LTJ \
/ / \,.,I` D = 3-49' 2 20 r 9'3 57.E D = 4-58.56J'/ /D = 3'5351H
/ / r L = 313:46, _' \ L 1 2/9.54'�/l i/// L 654,1,� S L-- 24 J9' _ L = 332.89'
/ \ 70 15731' T'y l 9.84' i//� / T =\364J9 T = 123.06' T = 167J6' /
/ - / A ��/,495,W — R�- 450.01 / R = 600 / R J5F R = 1,470A0
22 S �Ex[ST SE T/EX/ST/ v / v SE EXIST SE = EXIST a
J S , 1(lST Rd/ X,IST RO = IST RO = EXIST ?P_
/ ✓ / °; -AURA , COM RCE LLc `� / �
DB 1696YG 908 %
PC 2.c65 P/218o, //lI�
3000 DURALEIGH RD '—
es+
1 \
v v REX HOSPITAL INC
DB 12794 PG 637
\ V PH 2012 PGm - / •
v �h -Yl- PC Sto.2923 EDWARDS L RD /
i / ��$ / r
r1191' �� J 'BEGIN �RO ECT _ / / / 9 0 O\ �o l 5'
BEGIN C STRUC /0 a �'° ' \ % �- , ,A5 / �ON TEP6
\\\ l�// / / �1 � I / / ELIZABETH \\ / / �"�l
o L POC,.St�.1p+4/.08 / /� l / N /� Ins\ / A BURTON
/ / + / / \` I DB 00 PG 00 \ \ �-
GJ G `�&URIE IMPOOVEME — /// W 350' TURN < ) ) \ F
OTHERS) � �� � / / - -7 3115'/BLUE RIDGE RD
I 401
S J —\\ \( / P sq OM Nr• /I 3 / x l AGE N / M T5'RT TURN I /" O / \/ THE VINEYARD AT
OO'RT TUR I ny /F o
-Al
vl T F / STOR \ R ro arYAw � e o � 'S
RIVE OWNERS AS N IN
/ '��� R�CO- M S/GN + - \ 'V TAPER DB 12050 PG 1987
E E CA lON 'A„ �* �ROTHER51°E 4. �/ �'.I 3125 BLUE RIC)/GF LT T -a
VTCi (P R F (PARCEL°L RETAIN / I DI-402 25TBK
EL') P REMOVE BACK CURB IAL 6' ! _
( OTHE 5J �, _
MgV� w Isr Is" Sra \�- N 20d U l
EMOVE Ce 'sEE DETaL 7 �� RN STOq�
s 3 5 / F ONr PU ❑ 40 0410 ) / RCP-IV _ END SPECIAL 6% E
,, I I Q / -� L BACK CURB
-L- POC Sto 10+0� \ `\ .T / �7 ,�� PUE D 2' W / WE / =447.e7; \�P` G�Q° g\ A n+zs-L-LT \
-Yl- POC Sl l>� 32.82 ", r a - -
s �-Yl- PCC Sto./3+/3.46 / .... �•� �NHLT/-OSE I OR �� TC �T ,bo/ �� �EU ���T�I�
T 22'12.4'
cHL Fo
- RcR /4 FILL ]
q �I
_ N�
DESIGN NOTE.SPREAD / - / F�NF �' �L' W 5' p C 9... S M 4 40 - - i A
— -
0 �
P c¢-G / � ay.dD �i ATER EJ'OR
CALCULATIONS ARE BASED UP-4N 9b, \ — 3�CONC
CITY OF RALEIGH STANDAIFDS USTN / / i /), ` _ o- - -- -- w // P H / \ RF] 14 " SDMH-9b4
AN ABSOLUTE INTENSITN OF 5.76 / / �,, - ��---/
/ 5"PROP II
_ E
IN.hiRa7ANB AN 7fLI.OWg6LE SPEAD / / / `/ � IN 475'E-
OF.hf1{A_LF THE TRAVEL LA RE (C/ / / / �b`C&G- �*/ / '- CB-G-- EU
/ / //. 15 R N 041
/REMOVE EXl ti f / 'C0 R 3 ` 1 a y -1v _ ls"RCP-Iv
CURB RAMP/ / / •'I _- - r�_ C&� q, __ _,_ _ F -
/ / - F _ S ,.. /- 6'CO C SIDE K _ O'R
NOSE:WHERE ILL CURB"IS CALLED / / / /�. 32,. _ _ _ / ❑
OIfT ON PLANS REFERENCE SPECIAL / / >/ / 1 tea== _ -i - _ C-F q0 -__ ,, F Z, _ (V
CURB& GUTTER DETAIL 840dOl -
3 Rce ��-
/
WEJ/�,
J / 1 / 2 l J ,• _ c/ 4'pR_. P
/ / ✓ / esr / l ^+ R\ -& j /�1`51_T
DWE F C 1 -
/ • / / CE ��/� / / / / E ` / 0 —DWE - RAG X
al
�/ � El
� RC%1wE Exlr— 0 � / / � A aEFao( D 'i T � -PSE 14 CB-F 5,R 3
/ / s / T
�/ ���� �° / / CONC)SyANDs- - ���� / � � � �� — ."445_ eE�T� 'R �
l
/ /\�j h • / / //�//7t///S / / O/\ , / / /�� \S9 3STBLKBUS �Itl I ; o l # TO �Fc i
� � �: J iJe iMH
-
�j L- PT Std.l2+1L48
RETAIN EXRTyN 15"PI$E$YSfEM.CONTRACTE7R'_
-J CB / / \C� I / �I I :n III TO LOCATE BDggI1pp' PB'E OUTkH-�CLEACIQOUT ❑ V
A GRAD€ CY�`bRAIN OWNST=EAM c ^
,. /°
;Yi PT Sto.15113_Ll0 A/ -436
>) ���� A )v)\ F / Rx CARE URGENT
� �� /�f vA n \ PC Sto.12+48 -
/WKfi,10/
s \ / -L PC s/o.l%+2724�v s f / i , ? l i
2020 ADT -n- )
a
//�
j 2obo ADT DURALEIGH RD '/ / ` .1 / \ \ C / /// Z // f /l� INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
m (SR 1664) / \ (� / -EX HOSPITA_
D3 3910 PG 373 /,�h VA oHO E � CITY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
i J -,�./ A '/ /� � PD 1984 Pc u5z )))
O �8' / / \\�� bFYA-BLUE�RYDGE,L¢C / '� � / "'P310 BLUL HIUGL HU/ �// / �1 /�8 All Construction must be in accordance with all Local,State,and
9 DB 1s.Z9s PG 77 -Lr /P 0./5+03.42 /// / / Federal Rules and Regulations.
� 9400 �e 1 \� � ._ / r � .`� 1984 (PG 1152 '" ;��/ 1 / I/ TRANSPORTATION FIELD SERVICES
12000 -L- 1 4 / I / n J / 5- ' l is. \ \ I/3100 BLUE KIDG Rff _j �� /�� lo /
BLUE RIDGE RD B-401 B-402 CB-40,3 \ CB=4 4 C8905-� / b /UNSUQVEY D gTCg(NOT 1 A�@II: A PUBLIC UTILITIES
FOUNDI II O CATJON PRODUCED / �B UILDT G
oTOP=47.6k ( TQP=46f.06' �OP�A38.76) / yOF44'f.16� TOP=445.81' IMAP��R A' KE 1 OUNT� I
O 20"07 I�1� d8 16664
\�yv 466.46' v IN=16.26' INV 42.65' @u/-IN=4�1.2 e' \ ( �/ P�f S38 STORMWATER
J ' VNV OL+T�466.06' \\� I"01C ---452\.311' 1 1{Jv OUT=442.34'/ INv OUT FULLS DEBR� \ \ ) < / J �/ / I I SEE SIHEET-1 ( F@R -L�fjR(7/>�1�,,/ J N R'a�985
pQ /DI-901f el-�1*� J SDA1H\401 // /J'3-DMH-4�7i ✓ SD�k{=403 -� SDMH-4 ) \�\` )\\J J // 1 / \ SEE 1,�E 2Q FORS-YI- I'� 1 EJ P 2122 PLANNING/ZONING
Y TfJP-467.17'r ��OP=45,P_`\ TOP 67� y/f TAP-469.63' T TOP-+.3j �-451.77' `- _ / C r �1 \ _ \� SEE HE 2D 1 FOR DR 7 E DFtTAILS FIRE
-Yl- V 01Lf=464.32/ I�OUT-449.2����� 4 7g INV IN=463.37'/ \ _ =60- -\ I
/ INV 1N- .BB' _ - / �� - 'o I DOCUMENT NOT CONSIDERED FINAL I'
DURALE11 RD \ =INv -T--462.68'._ �1Nv r=462.7I' < / °" URBAN FORESTRY
(SR 1664) ��! —�� / '6'g 1 `- , UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: PROJECT:
"p LICENSE pF-°'D2
20 0 40 BLUE RIDGE ROAD WIDENING
o ROADWAY PLAN SHEET II�COMMlLET6 PLANB
Q1 REV.No.: REVISIDN: DATE: DRAWN BY: CHECKED BY: Kimley )) Horn RA FAYETT RTH STREET,SUITE 800
N This document, together with the concepts and designs presented herein, as an instrument of serv'ce, Is PHONE:
NA 2]601
Intended only for the speClflo purpose and Client for whloh It was prepared. Reuse of and of
PHONE:(919)6]]-ZaaO
reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
h shoo be without liability to Klmley-Horn and Assoslates,Inc. ©2019 dog NUMBER: 0 063094 SHEET NUMBER: .1
Copyright Kin-ley-Horn and Associates,Inc.,2019

445 - -
12 t 1 / o 2020 ADT
l 2040 ADT -Y2- / \ .� ✓`
11 l BROWNST NES T < -pY2- __ �/�_ p-L- \
II (OWNERS
RC�IO \ Pl�to 11+81.Q �Pl Jto 18+944Q \ ED DR
/OWNERS ASSOCA ON \ \
:DB 9G2.7/Pc zo17� ��� 28.16'0 5-ILT1/ \ �� 12'5829.5'(LTJ
PB 2000 PG 733 _
0901 BENTLEY BR6 1< D 19<05' .9' D --T 53'5/.6"
\ I I - a8.02' L = '532.89
I II ( T �«5.55 T = 167.16'- \ 7soo 7500
l j SUSAN K MURRAY \ R 3Q0..000077( _ R = 1.470.09 � - Obb 12000 J � 12000
/ RE CONC BLOCK \ S� 'EE E = EXI T _L_ S
1/* / RETAINING WALL I lDB 14486 PG 16$$�9� \ j Q P �,F
N ` PB 1998 PG 7,61 1 v RD ( SEN PL R = CXl ` BLUE RIDGE RD r BLUE RIDGE RD V \
\\pl l KAY W STOCKE o _1 (3900 BENTLEY BRIDGE RD I 1 (SR 1670) (SR 1670) Q'
N v )� �� - �v -
xl BLNNJAMIN F M�EKs v v BROWNSTONES �T _Y2_ _
W / I� CATHER��JJE H MEEKS BENTLEY RIDGE ED DR \
I T to. DB 8 15 PG 21N2
55
e-so A � � PB 198 PG 76 1 -
( b100 BENTLEY FOREST TRL\
moo^ ONC c c C- 4 s j ` uNOEI �-L- PT St
d0+60J v V v N I f \
O T _ 4772 PG 1062 I I \ \ Ew I I \
l✓ cs e I 11 ��10 Igaa c r61 11 r - H 14
WI0 i53 B cR sT -Y4- POT Sto.10+60
CONSTRUCTION PB w�e G '�1 R0 POT Sf .1 +Qp.00
1 / \ - 2+40 BLUE RDGE rCf�.OMMONS
c��o 2- POT 1 to.1p+ AO J \C - = BEGI Cb STRU TIO OFFICE TONDO / \
Sty / 2STBKD I I / BEN TL Y RIDGE 1.03 083% BEGIN CONSTRUCTION \
TOW HOMES J -Y4- P0� So.I/ +5p�p D� 8255 PG 26
coNc / / /- �Y3- PP�T Sto.I0+35OD- s1 PB z000 Pc 733 A
-L- POT Sto.22+07b = -L- T Sta.24+22,7/_� 3221 BLUE k 1DGE RD
uRN RENSLE1 E
/ /� o Lyl�3 Y POT Sto.//+10.00 -Y - T 5to.11+10.00
Iv4aiae e WiDPgvTRa o i W� r 92'08'46.4°
= 9 22 2' I
sroa E ti �h • ✓� / r -
ADJusr cB Do - TA t8+75.7t 1 `- \ __ I ' >.� � I
I I DISTURB
N DISTURB 05�6 2 / Ya CONC STEPS I D�7J�TNSTU�4B , or DisruRe I v r tlISTDX�T BRIZR`WALL J N llo r / I ) B�0 RID �
W/3'MTL RA1 \ fi 3, /s°"T SIGN Wo N 1 /I TJ I� COMMONS
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reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc.
h 5holl be without liability to Klmley-Horn and A55oclote5.Inc. ©2020 ---� yW�Q uo0 NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates,Inc.,2020 AFuuLUTW, 0063094

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/ 0I2585e.6 / IJ EN YIEET y9� R \ l 2& -Y19- PROFILES IILLCREST RALEIGI: AT CRABTREE LLC - T'' / / � �0I
6e I DB 161078 PG 2084 \ I L--. /- \ y B 1206 / Cityof Raleigh Development Approval
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3830 BLUE RIDGE RD ,- / 0 SSE NOT SIDERED FINAL
LESS ALL SI4 RES COMPLETED
PREPARED IN THE OFFICE OF: ttCAR�Ij� FP IE;:
.•�.bFES S//CF •�!,�
N NO LICENSEpF-D,D2 SQL : 20 BLUE RIDGE ROAD WIDENING
N REv.No.: REVISION: on s on
DRAWN BY: ice,
BY-
ThisRA FAYETORTHESTREET,SUITE 800 ROADWAY PLAN SHEET D24<36
This docu ent, together with the c cepts and designs presented herein, a a instrument I s PHONE:HNORTH CAROLINA 2]601Intended only for the SpeCifio purpose and Client for whlohIt was prepered. Reu50 of and ImproDerePHONE:919 6]]-ZDaO w�`r�AOIN0��Jam'
\ reliance on this document without written authorization and adoption by Kimley-Horn and Associates,Inc. ...
N'1 shall be without liability to Kimley-Horn and ASsociates,Inc. ©2020 ����y•W• Q�� uo0 NUMBER: SnEET numBER:
Copyright Kimley-Horn and Associates,Inc.,2020 IttLLIUL�W� 011063094 _

- APPENDIX B -
PHOTOS (CORRESPONDING TO
GOLD CIRCLES ON DRAINAGE
PLANS)

Blue Ridge Road
PlanGrid Photo Report - Jul 6, 2020
Prepared by : Dan Robinson
Jul 6, 2020
mm ,
.;
5 E
" F
4-14 4-15 4-16 4-17
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:23 AM Jul 17,2019 4:23 AM Jul 17,2019 4:23 AM Jul 17,2019 4:23 AM
i{gy�PJ
4/.41 ■,I �l1
�I J':�,�
& 7 1�
4-18 4-19 4-21 4-22
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:24 AM Jul 17,2019 4:24 AM Jul 17,2019 4:26 AM Jul 17,2019 4:26 AM
Prepared by Dan Robinson 1 Created with PlanGrid

Blue Ridge Road
4-23
Taken on:
Jul 17,2019 4:26 AM
4-20 4-9 4-10
Taken on: Taken on: Taken on:
Jul 17,2019 4:29 AM Jul 17,2019 4:31 AM Jul 17,2019 4:31 AM
_ 6
4-11 4-12 4-13 4-24
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:31 AM Jul 17,2019 4:32 AM Jul 17,2019 4:32 AM Jul 17,2019 4:36 AM
woo
.. .........
f,a
_
3
4-25 4-26 4-27 4-28
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:36 AM Jul 17,2019 4:37 AM Jul 17,2019 4:37 AM Jul 17,2019 4:37 AM
Prepared by Dan Robinson 2 Created with PlanGrid

Blue Ridge Road
f �V
4-29 4-1 4-2 4-3
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:37 AM Jul 17,2019 4:41 AM Jul 17,2019 4:41 AM Jul 17,2019 4:42 AM
4-4 4-5 4-6 4-7
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:42 AM Jul 17,2019 4:43 AM Jul 17,2019 4:47 AM Jul 17,2019 4:47 AM
4-8 4-30 4-31 4-32
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:47 AM Jul 17,2019 4:54 AM Jul 17,2019 4:54 AM Jul 17,2019 4:56 AM
Prepared by Dan Robinson 3 Created with PlanGrid

Blue Ridge Road
x
4-33 4-34 4-35 4-36
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 4:56 AM Jul 17,2019 4:56 AM Jul 17,2019 4:56 AM Jul 17,2019 4:57 AM
. t
4-37 4-38 4-41 4-42
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:02 AM Jul 17,2019 5:02 AM Jul 17,2019 5:03 AM Jul 17,2019 5:03 AM
4-43 4-44 4-45 4-52
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:03 AM Jul 17,2019 5:04 AM Jul 17,2019 5:05 AM Jul 17,2019 5:07 AM
Prepared by Dan Robinson 4 Created with PlanGrid

Blue Ridge Road
h r:
S
Y3 7i
�k j��i 5Ba
4-53 4-54 4-55 4-56
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:07 AM Jul 17,2019 5:07 AM Jul 17,2019 5:08 AM Jul 17,2019 5:08 AM
NMI
{ a
L
r3,6---
Now
� d
� � j •
EW
4-57 4-58 4-59 4-60
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:11 AM Jul 17,2019 5:11 AM Jul 17,2019 5:11 AM Jul 17,2019 5:11 AM
4-46 4-47 5-19 5-20
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:24 AM Jul 17,2019 5:24 AM Jul 17,2019 5:27 AM Jul 17,2019 5:28 AM
Prepared by Dan Robinson 5 Created with PlanGrid

Blue Ridge Road
FYI
\\
5-24
} Taken on:
Jul 17,2019 5:29 AM
1
5-21 5-22 5-23
Taken on: Taken on: Taken on:
Jul 17,2019 5:28 AM Jul 17,2019 5:28 AM Jul 17,2019 5:29 AM
5-25 5-26 5-27 5-28
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:30 AM Jul 17,2019 5:33 AM Jul 17,2019 5:33 AM Jul 17,2019 5:33 AM
5-29 5-30 5 Photo markup 5-31
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:33 AM Jul 17,2019 5:34 AM Jul 17,2019 5:34 AM Jul 17,2019 5:35 AM
Prepared by Dan Robinson 6 Created with PlanGrid

Blue Ridge Road
4-48 4-49 4-50 4-51
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:36 AM Jul 17,2019 5:36 AM Jul 17,2019 5:36 AM Jul 17,2019 5:37 AM
y �
4-39 4-40 5-32 5-33
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:39 AM Jul 17,2019 5:39 AM Jul 17,2019 5:41 AM Jul 17,2019 5:41 AM
)tll
5-34
Taken on:
Jul 17,2019 5:42 AM
cry
5-35 5-42 5-43
Taken on: Taken on: Taken on:
Jul 17,2019 5:42 AM Jul 17,2019 5:45 AM Jul 17,2019 5:45 AM
Prepared by Dan Robinson ] Created with PlanGrid

Blue Ridge Road
T :.
NNNN I I
4 _w.
e w r
5-44 5-45 5-46 5-47
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:45 AM Jul 17,2019 5:46 AM Jul 17,2019 5:46 AM Jul 17,2019 5:46 AM
5-48 5-10 5-11 5-12
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:46 AM Jul 17,2019 5:48 AM Jul 17,2019 5:48 AM Jul 17,2019 5:48 AM
5-13 5-1 5-2 5-3
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:49 AM Jul 17,2019 5:51 AM Jul 17,2019 5:51 AM Jul 17,2019 5:51 AM
Prepared by Dan Robinson $ Created with PlanGrid

Blue Ridge Road
5-4 5-5 5-6 5-7
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:51 AM Jul 17,2019 5:52 AM Jul 17,2019 5:53 AM Jul 17,2019 5:53 AM
5-8 5-9 5-36 5-37
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 5:53 AM Jul 17,2019 5:53 AM Jul 17,2019 6:01 AM Jul 17,2019 6:01 AM
I:
5-38 5-39 5-40 5-41
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:02 AM Jul 17,2019 6:02 AM Jul 17,2019 6:02 AM Jul 17,2019 6:02 AM
Prepared by Dan Robinson Q Created with PlanGrid

Blue Ridge Road
40
-
--
5-49 5-50 5-51 5-14
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:03 AM Jul 17,2019 6:04 AM Jul 17,2019 6:04 AM Jul 17,2019 6:05 AM
5-15 5-16 5-17 5-18
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:05 AM Jul 17,2019 6:05 AM Jul 17,2019 6:05 AM Jul 17,2019 6:05 AM
5-52 5-53 5-54 5-55
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:12 AM Jul 17,2019 6:13 AM Jul 17,2019 6:13 AM Jul 17,2019 6:13 AM
Prepared by Dan Robinson 10 Created with PlanGrid

Blue Ridge Road
r -
_
a>r
5-56 5-57 5-58 5-59
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:16 AM Jul 17,2019 6:16 AM Jul 17,2019 6:17 AM Jul 17,2019 6:17 AM
r
b
IUIIIIIIII 5-62
Taken on:
Jul 17,2019 6:19 AM
5-60 5-61 5-63
Taken on: Taken on: Taken on:
Jul 17,2019 6:18 AM Jul 17,2019 6:19 AM Jul 17,2019 6:19 AM
6-1 6-2 6-3 6-4
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:21 AM Jul 17,2019 6:21 AM Jul 17,2019 6:21 AM Jul 17,2019 6:22 AM
Prepared by Dan Robinson 11 Created with PlanGrid

Blue Ridge Road
6-5 6-6 6-7 6-8
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:22 AM Jul 17,2019 6:22 AM Jul 17,2019 6:23 AM Jul 17,2019 6:23 AM
N r•�'
r - -
t,' a
6-9 6-10 6-11 6-12
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:23 AM Jul 17,2019 6:23 AM Jul 17,2019 6:23 AM Jul 17,2019 6:25 AM
#rj5;_
6-13 6-14 6-15 6-16
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:26 AM Jul 17,2019 6:26 AM Jul 17,2019 6:27 AM Jul 17,2019 6:27 AM
Prepared by Dan Robinson 12 Created with PlanGrid

Blue Ridge Road
z r r
Ft
7 ((s
r.
6-17 6-18 6-19 6-20
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:27 AM Jul 17,2019 6:27 AM Jul 17,2019 6:28 AM Jul 17,2019 6:28 AM
i
Y
Y
1
6-21 6-22 6-23 6-24
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:28 AM Jul 17,2019 6:28 AM Jul 17,2019 6:29 AM Jul 17,2019 6:29 AM
I�
6-25 6-26 6-27 6-28
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:29 AM Jul 17,2019 6:30 AM Jul 17,2019 6:30 AM Jul 17,2019 6:30 AM
Prepared by Dan Robinson 13 Created with PlanGrid

Blue Ridge Road
r
6-40 6-41 6-42 6-43
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:44 AM Jul 17,2019 6:45 AM Jul 17,2019 6:46 AM Jul 17,2019 6:46 AM
i
A"
ai f
6-44 6-45 6-46 6-47
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:46 AM Jul 17,2019 6:47 AM Jul 17,2019 6:47 AM Jul 17,2019 6:48 AM
i
t
u
6-48 6-49 6-50 6-51
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:48 AM Jul 17,2019 6:48 AM Jul 17,2019 6:49 AM Jul 17,2019 6:49 AM
Prepared by Dan Robinson 14 Created with PlanGrid

Blue Ridge Road
1'.
6-52 6-29 6-30 6-31
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:50 AM Jul 17,2019 6:58 AM Jul 17,2019 6:58 AM Jul 17,2019 6:58 AM
✓ A
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Sr„rv�i��15 y�p *•�
6-32 6-33 6-34 6-35
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 6:59 AM Jul 17,2019 6:59 AM Jul 17,2019 6:59 AM Jul 17,2019 7:01 AM
6-36 6-37 6-38 6-39
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:02 AM Jul 17,2019 7:02 AM Jul 17,2019 7:02 AM Jul 17,2019 7:02 AM
Prepared by Dan Robinson 15 Created with PlanGrid

Blue Ridge Road
i
b�
7-1 7-2 7-3 7-4
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:03 AM Jul 17,2019 7:03 AM Jul 17,2019 7:04 AM Jul 17,2019 7:04 AM
A
a
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1 ` yr ..��"�, �•}. •
7-5 7-6 7-7 7-8
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:04 AM Jul 17,2019 7:05 AM Jul 17,2019 7:05 AM Jul 17,2019 7:05 AM
Ism
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7-9 7-10 7-11 7-12
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:05 AM Jul 17,2019 7:06 AM Jul 17,2019 7:06 AM Jul 17,2019 7:06 AM
Prepared by Dan Robinson 16 Created with PlanGrid

Blue Ridge Road
7-13 7-14 7-15 7-16
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:06 AM Jul 17,2019 7:07 AM Jul 17,2019 7:07 AM Jul 17,2019 7:07 AM
R
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7-17 7-18 7-19 7-20
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:07 AM Jul 17,2019 7:07 AM Jul 17,2019 7:19 AM Jul 17,2019 7:19 AM
r.
7-21 7-22 7-23 7-24
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:20 AM Jul 17,2019 7:20 AM Jul 17,2019 7:20 AM Jul 17,2019 7:20 AM
Prepared by Dan Robinson 17 Created with PlanGrid

Blue Ridge Road
low *.- -
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r•.: _.:. - > ,,r .erg ._ ..';
7-25 7-26 7-27 7-28
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:20 AM Jul 17,2019 7:21 AM Jul 17,2019 7:23 AM Jul 17,2019 7:23 AM
Z
fit
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7-29 7-30 8-1 8-2
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:23 AM Jul 17,2019 7:23 AM Jul 17,2019 7:24 AM Jul 17,2019 7:25 AM
8-3 8-4 9-1 9-2
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 7:25 AM Jul 17,2019 7:25 AM Jul 17,2019 8:16 AM Jul 17,2019 8:16 AM
Prepared by Dan Robinson 18 Created with PlanGrid

Blue Ridge Road
low
, >k -
MM
9-3 8-5 8-6 8-7
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:16 AM Jul 17,2019 8:17 AM Jul 17,2019 8:18 AM Jul 17,2019 8:18 AM
T'
iN� M 9
y�anm�`".-6fle
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9-7 9-8 9-9 9-10
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:19 AM Jul 17,2019 8:19 AM Jul 17,2019 8:20 AM Jul 17,2019 8:20 AM
9-4 9-5 9-6 9-11
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:25 AM Jul 17,2019 8:26 AM Jul 17,2019 8:26 AM Jul 17,2019 8:26 AM
Prepared by Dan Robinson 19 Created with PlanGrid

Blue Ridge Road
9-12 9-25 9-26 9-27
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:26 AM Jul 17,2019 8:33 AM Jul 17,2019 8:33 AM Jul 17,2019 8:33 AM
9-28 9-37 9-38 9-39
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:33 AM Jul 17,2019 8:41 AM Jul 17,2019 8:41 AM Jul 17,2019 8:41 AM
9-40 9-41 9-13 9-14
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:42 AM Jul 17,2019 8:43 AM Jul 17,2019 8:50 AM Jul 17,2019 8:50 AM
Prepared by Dan Robinson 20 Created with PlanGrid

Blue Ridge Road
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9-15 9-16 9-17 9-18
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:51 AM Jul 17,2019 8:51 AM Jul 17,2019 8:51 AM Jul 17,2019 8:51 AM
9-19 9-20 9-21 9-22
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:52 AM Jul 17,2019 8:52 AM Jul 17,2019 8:53 AM Jul 17,2019 8:53 AM
�b
L YY
9-23 9-24 9-42 9-43
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 8:53 AM Jul 17,2019 8:55 AM Jul 17,2019 9:00 AM Jul 17,2019 9:00 AM
Prepared by Dan Robinson 21 Created with PlanGrid

Blue Ridge Road
Vell
4i. �;A7F
9-44 9-45 9-46 9-47
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:01 AM Jul 17,2019 9:01 AM Jul 17,2019 9:01 AM Jul 17,2019 9:01 AM
I
9-48 9-49 9-50 9-51
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:01 AM Jul 17,2019 9:02 AM Jul 17,2019 9:02 AM Jul 17,2019 9:03 AM
9-34 9-35 9-36 9-29
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:07 AM Jul 17,2019 9:07 AM Jul 17,2019 9:07 AM Jul 17,2019 9:10 AM
Prepared by Dan Robinson 22 Created with PlanGrid

Blue Ridge Road
9-32
Taken on:
r' Jul 17,2019 9:10 AM
9-30 9-31 9-33
Taken on: Taken on: Taken on:
Jul 17,2019 9:10 AM Jul 17,2019 9:10 AM Jul 17,2019 9:10 AM
r
7
10-12
'j Taken on:
9 d Jul 17,2019 9:19 AM
10-9 10-10 10-11
Taken on: Taken on: Taken on:
Jul 17,2019 9:19 AM Jul 17,2019 9:19 AM Jul 17,2019 9:19 AM
7
i
10-13 10-14 10-15 10-16
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:20 AM Jul 17,2019 9:21 AM Jul 17,2019 9:21 AM Jul 17,2019 9:21 AM
Prepared by Dan Robinson 23 Created with PlanGrid

Blue Ridge Road
r
r,
10-17 10-1 10-2 10-3
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:22 AM Jul 17,2019 9:23 AM Jul 17,2019 9:23 AM Jul 17,2019 9:24 AM
r
2 t
10-7
Taken on:
Jul 17,2019 9:25 AM
,a
10-4 10-5 10-6
Taken on: Taken on: Taken on:
Jul 17,2019 9:24 AM Jul 17,2019 9:24 AM Jul 17,2019 9:24 AM
v
10-8 10-18 10-19 10-20
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:25 AM Jul 17,2019 9:26 AM Jul 17,2019 9:27 AM Jul 17,2019 9:27 AM
Prepared by Dan Robinson 24 Created with PlanGrid

Blue Ridge Road
10-21 10-22 10-23 10-24
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:29 AM Jul 17,2019 9:29 AM Jul 17,2019 9:30 AM Jul 17,2019 9:30 AM
t 4 for
10-46 10-47 10-48 10-49
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:35 AM Jul 17,2019 9:35 AM Jul 17,2019 9:38 AM Jul 17,2019 9:38 AM
}I
Fv
10-50 10-40 10-41 10-42
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:38 AM Jul 17,2019 9:47 AM Jul 17,2019 9:47 AM Jul 17,2019 9:47 AM
Prepared by Dan Robinson 25 Created with PlanGrid

Blue Ridge Road
I
�"�Y,..xy
t ter'y'Ate
10-43 10-44 10-45 10-36
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:47 AM Jul 17,2019 9:48 AM Jul 17,2019 9:48 AM Jul 17,2019 9:49 AM
r' .•
�{rfrli�
S
V
dlp .0
10-37 10-38 10-39 10-32
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:49 AM Jul 17,2019 9:49 AM Jul 17,2019 9:49 AM Jul 17,2019 9:50 AM
t
10-33 10-34 10-35 10-29
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:50 AM Jul 17,2019 9:51 AM Jul 17,2019 9:51 AM Jul 17,2019 9:52 AM
Prepared by Dan Robinson 26 Created with PlanGrid

Blue Ridge Road
10-30 10-31 10-25 10-26
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:52 AM Jul 17,2019 9:52 AM Jul 17,2019 9:54 AM Jul 17,2019 9:54 AM
J:
y J'
5� I
10-27 10-28 11-1 11-2
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 9:54 AM Jul 17,2019 9:54 AM Jul 17,2019 10:03 AM Jul 17,2019 10:03 AM
r
5U ."w�i41'i
11-3 11-4 11-5 11-6
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:04 AM Jul 17,2019 10:05 AM Jul 17,2019 10:05 AM Jul 17,2019 10:06 AM
Prepared by Dan Robinson 27 Created with PlanGrid

Blue Ridge Road
r .rti
� slx '
cRz,
11-7 11-8 11-9 11-10
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:06 AM Jul 17,2019 10:06 AM Jul 17,2019 10:10 AM Jul 17,2019 10:10 AM
Y--
�1'' 8-.zy-g � .rf � 'Y,�,•- : +k(-r.. )ate- i�f�y�,y�/�� `�q�J� +Ci
;k. ,�:i"27f'B iaF' :ss'7�ii::� � .,. \ :.� dklY- �✓:^'i�ldf3 .ti
11-11 11-12 12-1 12-2
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:10 AM Jul 17,2019 10:11 AM Jul 17,2019 10:12 AM Jul 17,2019 10:12 AM
,- — dSwy , II14r�
Ima-
-ti
,t•:
ft� M
12-3 12-4 12-6 12-7
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:12 AM Jul 17,2019 10:13 AM Jul 17,2019 10:13 AM Jul 17,2019 10:14 AM
Prepared by Dan Robinson 28 Created with PlanGrid

Blue Ridge Road
12-8 12-9 12-10 12-11
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:14 AM Jul 17,2019 10:14 AM Jul 17,2019 10:15 AM Jul 17,2019 10:15 AM
�1 -
E:
k,
12-12 12 Photo markup 12 Photo markup 12-5
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:15 AM Jul 17,2019 10:18 AM Jul 17,2019 10:18 AM Jul 17,2019 10:18 AM
r
12-35 12-36 12-37 12-38
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:26 AM Jul 17,2019 10:26 AM Jul 17,2019 10:26 AM Jul 17,2019 10:27 AM
Prepared by Dan Robinson 29 Created with PlanGrid

Blue Ridge Road
Imp
12-31 12-32 12-33 12-34
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:27 AM Jul 17,2019 10:27 AM Jul 17,2019 10:27 AM Jul 17,2019 10:28 AM
12-20 12-21 12-13 12-14
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:28 AM Jul 17,2019 10:29 AM Jul 17,2019 10:31 AM Jul 17,2019 10:31 AM
ENNEW
f:
I �W
12-15 12-16 12-17 12-18
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:31 AM Jul 17,2019 10:32 AM Jul 17,2019 10:33 AM Jul 17,2019 10:33 AM
Prepared by Dan Robinson 30 Created with PlanGrid

Blue Ridge Road
,i
12-19 12-22 12-23 12-27
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:33 AM Jul 17,2019 10:35 AM Jul 17,2019 10:35 AM Jul 17,2019 10:36 AM
.T
12-28 12-29 12-30 12-24
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:36 AM Jul 17,2019 10:36 AM Jul 17,2019 10:37 AM Jul 17,2019 10:38 AM
_i
d
12-25 12-26 12-39 12-40
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:38 AM Jul 17,2019 10:38 AM Jul 17,2019 10:40 AM Jul 17,2019 10:41 AM
Prepared by Dan Robinson 31 Created with PlanGrid

Blue Ridge Road
MAW
'VIy
12-41 12-42 12-43 12-44
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:41 AM Jul 17,2019 10:41 AM Jul 17,2019 10:43 AM Jul 17,2019 10:43 AM
"w
12-45 12-46 12-54 12-55
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:43 AM Jul 17,2019 10:43 AM Jul 17,2019 10:44 AM Jul 17,2019 10:44 AM
1"
I
12-56 12-57 12-58 12-47
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:44 AM Jul 17,2019 10:44 AM Jul 17,2019 10:44 AM Jul 17,2019 10:45 AM
Prepared by Dan Robinson 32 Created with PlanGrid

Blue Ridge Road
12-48 12-49 12-50 12-59
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:46 AM Jul 17,2019 10:46 AM Jul 17,2019 10:46 AM Jul 17,2019 10:49 AM
A
12-60 12-61 12-62 12-63
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:49 AM Jul 17,2019 10:52 AM Jul 17,2019 10:52 AM Jul 17,2019 10:52 AM
jA
12-64 12-51 12-52 12-53
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 10:53 AM Jul 17,2019 11:04 AM Jul 17,2019 11:05 AM Jul 17,2019 11:05 AM
Prepared by Dan Robinson 33 Created with PlanGrid

Blue Ridge Road
- c
I -
• . i
12-65 12-66 12-67 12-68
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 11:06 AM Jul 17,2019 11:06 AM Jul 17,2019 11:06 AM Jul 17,2019 11:06 AM
i i%%
12-69 12-70 12-71 12-72
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 11:07 AM Jul 17,2019 11:07 AM Jul 17,2019 11:07 AM Jul 17,2019 11:07 AM
wA -
12-77 12-78 12-79 12-80
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 11:08 AM Jul 17,2019 11:08 AM Jul 17,2019 11:08 AM Jul 17,2019 11:09 AM
Prepared by Dan Robinson 34 Created with PlanGrid

Blue Ridge Road
ryXl s
Y,�,� r ;.
',
i.A shi.0.�fi: � r.✓ �,l
12-73 12-74 12-75 12-76
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 11:09 AM Jul 17,2019 11:09 AM Jul 17,2019 11:10 AM Jul 17,2019 11:10 AM
12-81 12-82 12-83 12-84
Taken on: Taken on: Taken on: Taken on:
Jul 17,2019 11:10 AM Jul 17,2019 11:11 AM Jul 17,2019 11:11 AM Jul 17,2019 11:13 AM
4
I
12-85 12-86 12-87
Taken on: Taken on: Taken on:
Jul 17,2019 11:13 AM Jul 17,2019 11:14 AM Jul 17,2019 11:14 AM
Prepared by Dan Robinson 35 Created with PlanGrid

Blue Ridge Road
10-51 10-52
Taken on: Taken on:
Aug 13,2019 10:00 AM Aug 13,2019 10:01 AM
10-53 10-54 10-55 10-56
Taken on: Taken on: Taken on: Taken on:
Aug 13,2019 10:01 AM Aug 13,2019 10:03 AM Aug 13,2019 10:03 AM Aug 13,2019 10:10 AM
Prepared by Dan Robinson 44 Created with PlanGrid

Blue Ridge Road
10-57 10-58 10-59 11-13
Taken on: Taken on: Taken on: Taken on:
Aug 13,2019 10:10 AM Aug 13,2019 10:11 AM Aug 13,2019 10:11 AM Aug 13,2019 10:19 AM
•f
n
11-14 11-15 12-95 12-96
Taken on: Taken on: Taken on: Taken on:
Aug 13,2019 10:20 AM Aug 13,2019 10:20 AM Aug 13,2019 10:29 AM Aug 13,2019 10:29 AM
i
12-97 12-98 12-94 12-92
Taken on: Taken on: Taken on: Taken on:
Aug 13,2019 10:30 AM Aug 13,2019 10:30 AM Aug 13,2019 10:32 AM Aug 13,2019 10:33 AM
12-93 12-89 12-90
Taken on: Taken on: Taken on:
Aug 13,2019 10:33 AM Aug 13,2019 10:37 AM Aug 13,2019 10:38 AM
12-88
Taken on:
Aug 13,2019 10:36 AM
Prepared by Dan Robinson 45 Created with PlanGrid

Blue Ridge Road
12-91
Taken on:
Aug 13,2019 10:38 AM
Prepared by Dan Robinson 46 Created with PlanGrid