SW3240306_Plansheet- Stormwater Drainage_20240701

PIPE TABLE - Pad Network
-A-w _-�__ / ^- _`\ 7 + LENGTH UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM
_\ i -/-' - / \ NAME SIZE SLOPE MATERIAL
\� �`�,, , - l/�j` -__--/�_/ i'� J // rl\\ -/ (FT)(K STRUCTURE STRUCTURE INVERT INVERT
,/, r / / r/-\- \\\ P2 24" 126.86' 1.00% HDPE DI-1 DI-2 912.500 911.230
'���_✓ ( /i J_/\ ^i -' / /-`�- / / /- ==_i'l\ -\\�,_ P4 24" 163.71' 1.00% HDPE DI-3 DI-6 909.840 908.200
^ ' //// / \-/,/ // / / t, \\� P5 24" 126.58' 1.00% HDPE DI-4 DI-5 911.860 910.600
/ �! \\_ / a /// �� \ P7 24" 170.94' 4.42% HDPE DI-6 FES-3 899.278 891.728
J �, - %�//�-�/\ ��` /'_/ ,_-_-J ♦ 1\\\,\
Hai / ,�F ,.-//� ii / �/' /- - /--�� � \ P3 24" 138.8T 1.00% HDPE DI-2 DI-3 911.230 909.840
I v J 4C a� a //J \� \ \�\�
- _ \• �� �/ / / /�� ���. /-/ _/ � ♦. \\-. P6 24" 138.63' 1.00% HDPE DI-5 DI-6 910.600 909.210
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/I C - /_ -t � /� �/ ''' " 1\_-,_ Ct/�\\\ PIPE TABLE South Culvert Network
'may/ / 1. _
/i1 \ f /� -f / / . ` \`` /Jr\-/- / \\\• UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM
/// \ \r, -`(44 I7.61•%,...„000000....„, ,��0��� /� J/�.. _- '� / \\\\\ NAME SIZE LENGTH SLOPE MATERIAL
_ / \\)/ \ �. ���+ ��a / r^- -_�' �'•,' \\\ (FT) STRUCTURE STRUCTURE INVERT INVERT
"�:, /• , / I a` aa�a. _1 J -\/i 1 \��,�- P8 24" 64.45' 0.65% RCP FES-4 FES-5 914.668 914.251
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r/��/ �_jam' /� _` a��.�.`\\ __/ \,-��\-_J ;I �; PIPE TABLE - Culvert-Rd Entrance
�, / DI-1 �'► �;;;.1 // \ - \ \ ---\ ‘\, .. LENGTH
j�� err RIM:917.00 /\�-`:• ,�i� \1 /`\-NN
\\ UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM
///'Ae� ,4., "INV OUT:812.5024"HDPE A \" y r-.// / 1 (- \/- \ NAME SIZE (FT) SLOPE MATERIAL STRUCTURE STRUCTURE INVERT INVERT
7,, \ _ - 1/\ //,� / 'r' _-- \�\`` / ) (\ \/ - -/ Pi 15" 65.92' -7.96% RCP FES-1.2 FES-1.1 948.750 954.000
f '�j j� / I 4 oar.. I ►.�, ';, J -/ ` \� - /_ � / .,
,- //= •5`/ 'L' / ♦♦1 J / e.,. RIM:91fi.80 // J r /\
/ �/ �'�� , / // /4. / - -- INV OUT:911.862\HDPE % i/^\`_ J I \� PIPE TABLE - Culvert Relocation
/ " _ ��L RIM 916.80 - 1 -?..., r ' / /-\//_--/ // \- NAME SIZE LENGTH SLOPE MATERIAL UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM
♦ .- '� _ ♦' / -/ ../ / -v /� FT
: `` /(� _ L -_/IJJ/J/�` INV IN:911.2324"HDPEi / :: a- / ( I� ---` r/ \-i/ /\' ( ) STRUCTURE STRUCTURE INVERT INVERT
Aj n /'r _______/-
�.-/ - _-___�// INV OUT:911.2324"HDPE 4�7 ::4/ \C_`' / _ \ ( -J//Tr'�-'
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fI - / ' '' At* .y4°- '--i / J ' --J _ N �41 J�-\ P10 18" 3243' 1.00% RCP DI-7 DI-8 944.681 944.357
J ` ° 93e__- i 'I'♦♦ i'/i sys a -aao-/ `r'/ \_ /\ /'/- \r4,/'/ \ P9 18" 101.31' 1.00% RCP DI-8 FES-7 944.320 943.307
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2 / �tplk�►�r�r �\ - jr���/ - .ram'/��! %/ - isit _* 5
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/ ; do,: ♦ _ - v \-DI-
_ / Structure Table Pad Network
/ / INV IN:910.8024'HOPE _J I \ Structure Name Details
N /-\ -•4kt �I I'C// / 'Z`• a 1.1141, J/ 1 /r- '•+��INV OUT:910.6024"HDPE/�`-� - -\\�1- `. �9to� /\-� \ -\�--' / ---,I \J
m r - FES-0�. / /� -♦ / /°/ - ' \�___' / \ \\` RIM = 917.004
�, RIM:917.00 r / Ay v - / '� i\ "! - D-1
�� ,�/G t i \���i' _ �� \\ / 11 \ Nv our = slz.soo
r- INVOUT 914.fi724"RCP' - / /- _ \` H`,..' //IJ/1 //��•• /DI-a / / o.. =ij •n♦/ 1 - -` \ /\Il r �� .gTQc.
I��1 /�•' i RIM:916.801 .r f y i / ! It� , ' - -_ - - \_. / 1\� �J --\\\ �p����,,�''```jt///P"Y�"s RIM = 916.804oiV• ���.� - ��/ / G INV IN9098424HDPE '//� e / // /� //,�, �. �� `-/ \ 7-_- / / /\ ` J\ \ Q"x'R0 - INV N = 9D8.2DD 4� ' il�INpi y OUTS�842"HDPE/ y♦ / �� --- /- \; \ J7 N \u �p#e4' / DI 6 INV IN = 909.210
A 15 P��i_ / � �`__/ V `,,+. ,\ IC/i� a�'g�' G /�� I - - \ \\ /'�/'/i\./ J Imo- \\ �aG �1 INV OUT = 899.278
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-i--"'\ -I m 4/ 24 HDPE) // - 4,-- "/ e if f - ��- -\-\ \_ , / /./ - ^ ,g RIM = 916.801
p - CAI7i. /\\_--- �a.¢ '\ a 4 / / •' ^ / / // f 1r/,/ - --_-__ ��� -\\-- ��// ) 1 \\\ o DI-4 INV OUT = 911.860
/
• /� V ''� - / L 07 _ _ - / RIM = 91�6.800
FES-s �/, +/ DI6 7 -_---�- /- / ``` �3,' DI-2 IN IN = 0
D b RI24 RCP - 1� -iI - / /y �L /RIM:916.80 ��j/ \./ -\ \ \-'-\��\/�- // J� i-�:'' \\\ INV OUT = 911.23G
INV IN 914.2524"RCP_- -�. M `` Ry - INV IN:908.2024"HDPE ! \ \- -ell:-'-'--- /
1 t. - ' j`\ - 1.. 1/ _ `A :CFji �\ �- Vj 4. RIM:9:6.80 24"HDPE / /, --� --- \_/ J / _ 1� RIM = 916.800
O .c._ / \\\ / tip INV OUT:899p2824"HDPE ��,` - _ - -_\� r // -�/ \\� - DI-3 INV IN = 909.840
Z \- �, I//- u 11 `+` i // - a C '�� lf,/�////I''1 - _ \�\ �- `�/y / \c,�. \_ 1- --7 INV OUT = 909.840
1/-\\_� `�j! --%�?I � / // / / �\ // -�/ a. ,/ ---_-,,,----.. -__-__----,2---..:-- ,'"--,\ \ -�� 1-\ - i �\" _\'._ RIM = 916.800
�/\ \- !_`♦ _ - I ` ` - / //� /� - -- ---�\ \ -\ / - 1\ \ \ DI-5 INV IN = 910.600
�---`�I`1 ��``` � - / , , x /I ' -- ---'� //\� ^-�- '- ��_AO ='f-'///---- \.. --" S INV OUT = 910.600
\�, /�`� �„ / / /� / -`_ \\ \\ -� `� ---- \ \\ A RIM = 893.965
- 1�, `k� // / x� %� � •/ _ //- /ro \• _ � �� - , '.. �T!- -J 11\\ lk \� r- FES-3 INV IN = 891.728
�, �• ► �' :off - /Ay \ - \- -_ _______ �- J \
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IV,'�1�/ // `�� � i6 - •� �^ f `-\=t\ :\ `\�\\� Structure Table South Culvert Network
\ \ \ '/T/' `� �. , _/ •,/-•_,-.`--,.��� ` __ t �,� -' �►- \\���� Structure Name Details
\ l \ 11 _/' I ��- > / ' /'• /'/. -\-\--. ,.A ��. \' \\ \Q� • RIM = 917.001
I-\ 11 _ ___ FES3 T ' \ /' / � , -/,�_. • \\ �\ FES 4 INV OUT = 914.668
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'i/ /-/ '// / / • - • __- -v / - / / INV IN:891.7324 HDPE FES5 RIM = 916_ • � - I . o\ / i\ / / RIP-RAP APRON /_./ oT•� - \ • \ �� -Og9'f / 7/ - .� M� / -\i • \\\.-1 ` /.....
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--\_ ,!' //� // / /-' J _ --`-' • 1. • / _ �' j - / \ Structure Table Culvert Rd Entrance
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• • • StructName r- 1 / /-I �� /' /-� / //i • ✓ • �.}1�+e,.y / \- -! / -/- Y4"'�3�.0^ % VEGETATIED - !t ' • IM =I / /// •( - / E�d.B/ x . x x x , x INV OUT = 948.750
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_ -/• --/� • /-' " /' l • �� . C REVISED PER NCDEO COMMENTS PERMITTING W22020906 PP-HER ONE-HER JWP-HDR 6/28/2024 - al
II / ' �/ //i- ISSUED FOR B REVISED PAD ELEVATIONS PERMITTING W22020906 PP-HER CNE-HER JWP-HDR 3/13/2024
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/ A ISSUE FOR PERMITTING PERMITTING W22020906 PP-HER ONE-HER JWP-HDR 2/9/2024
-� -�_ /_ - T FL�I Ax I / / REV DESCRIPTION ISSUE PE DPN D CHK ENG GA E
_ _ _ I PERMITTING
_ // REVISION HISTORY
' - / '� 30'WIDE __-/_ / DATE:6/28/2024 SEAL: TITLE
// \/- \ VEGETATED / j A
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THIS DRAWL\C OR ■ PRELIMINARY STORM DRAINAGE
1- _ - _- _- I _ - - SETBACK FROM TOP / :lx `_ `
\ of BANK 4 / x `�J1 b/4 BILL OF,VATERIAL IS
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/ - = x �,� SHEAR ONFIDE:\TIAL ❑ AS BUILT
f _- x ,,`o?•;E88;°.<, ALB M4Y NaT BE STORM DRAINAGE PLAN 2 OF 2
- -,5 x x/X of the N.C.BC.L.S.#F-0116HDR i Inc. t1Q�oP O♦� ''� LORNCOPIEDPE��HERD
- = - _ _ - x /CT !r N.0 B.E .S = P A ENERGY LOCATION: LYLE- WHOLLY OR IN PART, palm::
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-e,rye �` ' - --'� ` "- x x / ? 39779 OP,MADE PUBLIC IN �� CREEK SW STA
"s - iri 440 S.Church St.Suite 1200 m
€ DUKE
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Ss _ ss _ i��-�, x /� _ F p; ANY MANNER WITHOUT CITY: CONOVER ON NUMBER: CATAWBA STATE NC
x / 1 .� /% - Charlotte,NC 28202-2075 ••:YQINEE:• Phone:
�( x - y R _ i . j i T ( THE WRITTEA SHEET SIZE' REGION: STATION DRAWING NUMBER' REV:
=-�. ,- x _ --- ---�- , x ./..�, �� -_> 704.338.6700 �• F• pN W.P �```` CONSENT
BEFORE YOU DIG!CALL 811 �A.s+ I uIBli O DUKE0/ORY Date: ARCH D NC-SC 2089 44949890SDR02 C
FILE NAME 4494989050R.DWG FUSION FILE NAME:449499.90SDR