SW4240502_Plansheet - Other_20240820 (6)

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ROSEWOOD SUBDIVISION >_ Q
DAVIDSON COUNTY, NORTH CAROLINA > 0
November 23, 2019 U 5
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Rosewood Drive 10+30.00, RT 14+86.63, RT 0.98 5.50 0.35 1 .89 5.00% 2 3 0.28 2.36 N/A N/A ------------------- ------------
Rosewood Drive 1 0+30.00, LT 14+86.63, LT 0.39 5.50 0.35 0.75 5.00% 2 3 0.19 1 .52 N/A N/A N CA-
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Rosewood Drive 14+86.63, RT 17+37.1 1 , RT .85 5.50 0.35 1 .64 5.00% 2 3 0.28 2.10 NIA NIA /� �j TYPICAL /f ® rD a
TYPICAL L, �"I�"Jl� WITH PLUG `7r 1 V _ 1 01 5 �� Z
Rosewood Drive 14+86.63, LT 17+37.1 1 , LT 0.21 5.50 0.35 0.40 5.00% 2 3 0.14 1 .16 NIA N/A may' T T /y' �'KING n J j(Z �.�
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Rosewood Drive 17+37.1 1 , RT 17+76.41 , RT 0.66 5.50 0.35 1 .27 1 .50% 2 3 0.40 0.99 NIA N/A ��,�> �M•CAVr'��',-
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Rosewood Drive 17+37.1 1 , LT 17+87.72, LT 0.05 5.50 0.35 0.10 1 .50% 2 3 0.12 0.10 NIA N/A
Rosewood Drive 17+87.72, LT 18+38.65, LT 0.04 5.50 0.35 0.08 2.00% 2 3 0.10 0.36 NIA NIA
CONCRETE UNDISTURBED
Rosewood Drive 18+38.65, RT 21 +81 .39, RT 0.71 5.50 0.35 1 .37 2.00% 2 3 0.37 1 .19 NIA N/A BLOCKING SOIL _______________________________________
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- - - - - - - - - - - - -- UNDISTURBEDRosewood Drive 18+38.65 LT 21 +81 .39 LT 0.27 5.50 0.35 0.52 2.00I 2 3 0.24 0.81 NIA N/A - - - - - - - - - - - - - - - - - - - - - - - - - -- -
- - - - - - - - - - SOIL
Rosewood Drive 21 +81 .39, RT 24+32.02, RT 0.51 5.50 0.35 0.98 4.35% 2 3 0.23 1 .58 N/A NIA 7 =-_-_-_-_-7 CONCRETE z Z
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Rosewood Drive 21 +81 .39, LT 24+32.02, LT 0.29 5.50 0.35 0.56 4.35% 2 3 0.18 1 .25 NIA N/A - - - - - - - - - -
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Rosewood Drive 24+32.02 RT 27+64.30 RT 0.65 5.50 0.35 1 .25 4.35% 2 3 0.26 1 .74 NIA N/A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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Rosewood Drive 24+32.02, LT 27+64.30, LT 0.50 5.50 0.35 0.96 4.35l0 2 3 0.23 1 .56 N/A N/A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m
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Rosewood Drive 27+64.30, RT 30+14.47, RT 0.66 5.50 0.35 1 .27 4.35% 2 3 0.26 1 .76 N/A N/A C/) ZQ
Rosewood Drive 27+64.30, LT 30+22.89, LT 0.50 5.50 0.35 0.96 4.35% 2 3 0.23 1 .56 N/A N/A
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Sinkland Drive 1 0+22.00, RT 12+1 0.35, RT 0.66 5.50 0.35 1 .27 5.00% 2 3 0.20 2.39 N/A N/A co Z
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Sinkland Drive 1 0+22.00, LT 12+1 0.35, LT 0.19 5.50 0.35 0.37 5.00% 2 3 0.11 1 .40 N/A N/A (n c/)
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Sinkland Drive 12+10.35, RT 13+73.00. RT 0.20 5.50 0.35 0.39 5.00% 2 3 0.12 1 .42 NIA N/A
Sinkland Drive 12+10.35, LT 13+73.00. LT 0.13 5.50 0.35 0.25 5.00% 2 3 0.09 1 .16 NIA N/A
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CHANNEL NORTH AMERICAN GREEN z m
DEPTH CHANNEL LINER m 0
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BRICK OR CONCRETE GRATED Q c� N 00
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DROP INLET WITH CONCRETE N 0
COLLAR. NCDOT STANDARD o 0
840.17,840.18,840.19,840.26, NOTES:
840.27,OR 840.28. OZ Q m U
COORDINATE WITH GRADING CONTRACTOR PRIOR TO INSTALLING
COLLAR. VERIFY FINAL ELEVATIONS.
SITE EROSION
DROP INLET CONCRETE COLLAR DETAIL
NOT TO SCALE CONTROL
AND UTILITY
DETAILS
SHEET
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