20202010 Ver 1_SR1707_profileView_20210219

D „ PL \ COU \ TY — SR 707 DA \ THER CREEK RD . LEGEND
0 . 38 VI S OF \ CI LATh 35 . 053z 2 L0 \ Go — 77 . 790635 PROPOSED END SECTION
EXISTING PIPE
> > = REDLACEVE \ T A \ D VA \ TE \ A \ CE EXCAVAT 0 \ — DROF L = VIEW 11111
HARDPAN GRADE
SEDIMENT GRADE
IOO IOO PROPOSED EXCAVATION
EXISTING ASPHALT
99 / 99 TEMP. SHEETPILE
SCALE ►-.-.-.-1
99.51 \9954
I" 2' VERTICAL t•�pp�' PROPOSED EXCAVATION
98 I"=20' HORIZONTAL 99.63 98
FLOW DIRECTION
97 97
PROPOSED 95' X 67' X 45' CAAP NOTES
96 96
95 93.523
EXISTING (2) 36" X 50' CAP 95
209
92074 93e25
94 93e32 94
\93.24\ 92e66 92.64
/9\ _ 2e60
93 i:20. .0003:❖333:•:%33.00.0.0000• 9 3
�
�33:�.�.%3.•.0.0... ..•.��.%33:�.�.%33:�.%333:�233.�3:�332 /92A7 9 2 0 0 9
.❖333:•2333:•3333:•3333:•3333:•333SS333:•3333:•S:• :o❖:o❖.•.00.•-oo•.�.00•..... .9 2 e 2 6
91 92.• 91.75 91` DRAWN BY: S. FARRELL
_ _ S=7 .005 91.55
90 � ' 90 DATE: 02/17/2021
f•
/7
--- __ .,i__ ,7 -\
89 90e30 •1058 89 PERMIT DRAWING: 2 OF 2
90e16 90e42 90.22 90086
88 90e30 90e46 89.81 90.30 88 CHECKED BY: M. HERNDON
89.61 89.63
87 EXISTING INLET INVERT = 90.70 89.28 87 PROJECT DESCRIPTION:
PROPOSED INLET INVERT = 90 EXISTING OUTLET INVERT = 91.16
REME
'ROPOSED OUTLET INVERT = 90.75 (2) 36 X 50' CAP
REPLACE WITH
(I) 95" X 67" X 45' CAAP
PERFORM MAINTENANCE EXCAVATION
COUNTY: DUPLIN
00 80 60 40 20 0 20 / 0 60 80 1 00 it,0NON84,