SW5221101_Plansheet C-05 - Grading/Drainage Plan_20221117

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INV 36 FES 422.1
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Youngsville Academy Charter / / / / / > \ \ �� \ \ \ _ 4 , \ J / Sti y D '0\ I School, Inc. 33 ' y O
I ( I I Deed Book 2252, Page 1467 - - - . , . .
PIN:1863-13-2393 �\ \ \ 43s \ \ \ \ \ \ /- N
\ - - - -451- - I Zone: General Business W A I J / A� \ \ \ \ \ N I I - . . . a (� � N
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437- - - - ANTI-SEEP COLLAR QQ 10
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PRO WATER QUALITY • /
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/ / 4q- - 44� / / / / / 3� C-11 FOR POND a '6 /
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Marshall W. Wiggins, Sarah N
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- WALL436.00 - - _ - •, H. Wiggins Franklin Count Board of v
45 44 - ` - - PIN:1863-13-8086 Y p
45 a m _ \ \ WALL STEP 0/436.00 42 Deed Book 2237, Page 764 Education
/ \ \ 43 42 WALL 436.00 Zone: General Business Deed Book 1047, Page
/ \ / �' /
_ WALL STEP438.00/437.00 - _ 364 No \ \ \ \ \ -, r-\ \ \�Marshall W. Wiggins-h \44 \ \ \ WALL STEP 439.00/438,00_ 42 WALL STEP 437.00/436.00 a
PIN:1863-24-3105
H. Wiggins \ \ - ., 42 43 - Zone: General Business
PIN:1863-12-4659 z - - _ WALL STEP 440.00/439.00 - -I-I I I I. 'I I I _
-Deed Book 2237, Page 764�? 44 \ \ \\ 44 / WALL STEP 438.001437.00 Z
/ / \ 9 \ PRO CB-1 WALL STEP 441.00I440.00 ((III 1 I I )44 Zone: Gene al Business TC 443.67 _
\ 44 \ \ RIM 444.360 INVERT IN 30"434.00 WALL STEP 442.00/441.00- - WALL STEP 439.001438.00. g 43 _
VERT IN 434.42
�O(�/ ' I CONC 447.5D TC/DNC 446 CONC 446A8 INN INTB"o41 00 v \ \ �` - CONC 443.70 1q 4 \ A \ 44 TC�43 25 \ j \ IN NV OUT 434.3 INV o � 1.00 - WALL 11 ST�EIP 94 a.001442.00 PRO 42"PRO
ES INVERT 428 00 pROpB�GF i; s 43
J� \ 44 U TC/GONG 447.43 I 44 INV IN 15"439.00 ' \ - - /� n \ \ \ P - _ RCP 3 43 - 6
J ( - CONC 444.65 \INV IN 435.52 qZ
CONC 446.95 INV IN 437.33 6 ...
44 INV OUT 435.42 .. �. ELF, i• +
O / CONC 447.84 CONC 446.89 CONC 445.10 CONC 444.65 "_ CONC 443.94 -:: CONC 444.09 ' ' \ I \ \ a 44 2 32.3LF 30" P'1 q1. + ''' �+ �' _ _ANTI-SEEP +
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INV OUT 437.23 P ANTI-SEEP COLLAR-
TC 439.80
i, COLLAR
43 1 I
cn - - ---- - 44 \ TC 445.75 _._ TC 445.53 0.99/° _ - _ -
J p �/ TC/GONG 444.03�TC 443.25 � RCP @ �43 -438 9 _ -
O f ti TC/GONG 447.77 TC/GONG 446.82 TC/CON 446.87 - TC 446.20 TC 445.97 TC/GONG 444.59 TC/GONG 443.97 TC 443.50 \ \ x - - - - -
r?TC 443.30 ® STDR,
I ----- --1- -- .--- -.:- - - STD °- - - - _ WALL STEP 440.00/439.00
S DR �TqR STDR-Niiii�ii•iiWYii"STDgg S7 -- -STDR STDR' - STOR STDR STD / - WALL STEP 443.00/442.00 -
/ (/ J r / LF 30"RCP 1.04% �_„
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P 55 225.7LF 18 RCP 1.25 h / rP 4 170.5LF 24'`RCP @1.00%. i p a 1 b _ '.
/� , i.1 �:•: i I i / � @ / � /1. � -. ,=h WALL STEP 442.00/441.00- - / (0
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\:. it ! TC/GONG 445.30 /
✓' /.. € / \ /: ,: 444.00 ;. - _ - - �� \ /
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TC 448.22 / ;. / / / � -- - -4 - - - D PRO CB-5
/ ,- I / TC 446.28 /i. / r / 1 DF 7 +-TC 445.39- -v 3- - - - WALL STEP 441.0 /440.00
TC 443.62 I _43 _4 1 TC 440.16
TC 448.14 O TC 446.62 j "-•3 ;. A - TC 443.57- `=., \ ,.., .' 43-.:; TC 439.28
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INV IN IS 441.00 ` -
/ INV IN434.10
a � TC/HP 446.76 � TC 446.37: •��.�� �'. ��... �o
i t.. \�..._ TC 445.21 TC 445.17: / /_ J .i t - 444 _ n
INV OUT 440.15 1 _ TC 447.68\/ / / TC/HP 443.78 - / INV OUT 432.00
v TC/HP 448.29 TC 447.97 / SPOT 447.05 SPOT 446.75 / / r / rn A / �� �� / �J ' w �, l
99 /\ / / \. / / 44 ��,O ��\ o TC/HP 445.64 TC 445.29 / SPOT 444.20 SPOT 443.91 r /TC 443.70 / O o I/ TC 445 40 ^�g45.22 _�� 48 TC 443.00 / / TC 442.00 / TC 441.00` 1 \ /43 ;tea 4_
TC/GONG / / q / 443.52 O^'. °/ / \ TC 445 34 r (" -446 �� - -x / / / r >> X 1 \�- ti .
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{, a SPOT444.66- �r?
\/ /' C N=t • Q,/ �SPOT 444.14 � � / ROUTE EX FM UNDER e 65. / 4¢ ., / �v n O , �w i / / PRO PIPE.MINIMUM
C s• yAe TC/GONG / / ' N
CTC/LP 448 75 448.60 TC 448.26\ / / 44 TC/LP 448.05. TC 448.25 6p QQY 8 / � \�I ' TC/LP 445.45 / / / / 0 m p r I , , I 1 3 -`- r \ / �. i /
l �! / TC/LP 444.49 z O TC 444.96 TC 445.40 �� / SPOT 443.44 / / / 18"CLEARANCE / N / •>
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446.05 SPOT 448.55 / / / TC 448.15 / F'�00 /` /1 I TC/CONC TC/LP 445.45 SPOT 444.71 / / / np < O/ / I TC/GONGo /��-/ / TC 442.00 / r -
J TC/LP 445.75 / %._. / - -. / O TC/LP 444.80 -_ 445.55 a r ___ __/ /-.. _ /_._:...__ ,_.__--- _.r / N. c{
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„ u ; ✓ TC 445.55 , .\,. ro ` p ,: /
V Q / 15l PVC R F:DF��tnLn S nn.K 6 /, / a �� TC 444.95 \ .. I ;/ INLET ELEVATION 439 5
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TC 441.00 C
TC 446.30 i / % /. A I I TC/GONG 445.28 INV IN 434.57
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TC 448.85' / /; O Al .. O r / ,._ / / v R 1 CP /
TC/GONG 448.50 / / ✓ Y TClCONC 448.89 / a , P I \ \\ \ ' /
\...._ � - INN OUT434.47
:�1� \ Y 'py/ CONC 445.80 / TC 444.58 N 4
f � 7 .O
TC/GONG 448.90 ; i \ l' ti TC/GONG °. 4 t ( \ \ /
TC/GONG 448.73 / ;, , ;. 0, 1 CONC 5 6 ' TC/GONG 444,97 / TC/GONG 445.05 TC/GONG 445.05 I I \
T % 447.10 \ TC/GONG 44 .7 / O TC/CON 445.25 CONC 445.65
�\. C/GONG 448.89 ) CONC 448.97 `° ! � � 446.25 ✓ ` i \ / \ X � ' � ? \ -- - 1 _
p \ O \\ - _/ ___ __ w
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>- CONC 445.69 \ a 1 450- - 4 ( ,
\ TC/GONG 448.89 CONC 446.90 \ TC/CONC 445.05 I 9 I �/
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\ \ A^ CONC 445.93 \ \ - - - - TC 441.50 / L
O CONC CONC 448.97 CONC 448.97 \ CONC 448.97 \ CONC 447.18 \ CONC 445.13 CONC 445.13 CONC 445.13 CONC 445.13 \ I
OO 448.58 RD \ \ �R ^� CONC 445.7 RDco
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p O v INV 446.11\ INV 446.70 \ \ \ ( I .:l I I ( \ \ / 9°I° 44 1 P / 442 O
� CONC 446.96 CONC 445.97 INN 442.77 \ \ a { �@° f
X \ 1z CONC 445.67 'I 4tg , p ROP 1 1 / C `
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\ 22 CONC 446.75 CONC 446.18 INN 441.6 \ O \0 INV 44R.91 I I 3 2 ZA 1 1 1 1 1 1
PRO 68�L 6"ROOF DRAIN AT 1.99% \ „� 76.5LF 6"PVC R F DRAIN AT 1. 0% 41.3�Lj 6"PVC ROOF DRAIN AT 1�0°°
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RROPOSED BUILDING \ CONC446.66 CONC446.44 PROPOSEDbl9 DING _
\ a PRO DI-2 �` \ ___._ .._... . RD3 65.6LF 6" \ �y \ \ I ( I PROP \ I 1 1 I I I I I / / ■ 0
a d \ \ 8,188 SF \ v PRO DI-1 PVC ROOF \ 8,188 SF R4 \ \ ( c \ I I I �■• C
WV IN 6"9444.75 FINISH FLOOR ELEVATION-449.50 RIM 443.85 QRAIN AT 1.00% FINISH FLOOR ELEVATION�4 5.65 ( � I I �o� I I I I I I D
\ (REFER TO ARCHITECTURAL PLANS FOR 0 A IN
IN 6'440.95 �� \ \ { I i I ) / / M
INN OUT 442.26 \ \ O v Q (REFER TO ARCHITECTURAL PLANS FOR,, I I I I I 1 1 44 I I I I 43\ / L '}t O
O.a INV O T 440.10 \ rn EXACT BUILDING DIMENSIONS) \ \ I \ 1 4 / t n \�! o
I \ EXACT BUILDING DIMENSIONS) \\ o INN OUT 440.10 \ \ 1 I I ( I I I I 44 V W
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W _ `
I I \ RD6 206.2LF 8"PVC ROOF DRAI I�AT 1.00% 7 o O \ \RD5 204.6LF 8"PVC ROOF DRAIN 1.00% \ S� �C A I N I I I I I I I I I I / _z N
RD RD RD I I ( \ I ca I a, j o
I I�Nv 443.19
I I 44
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J / / TC/BEGIN 2'TAPER 445.10
C 453 I I I I
TC/END 2'TAPER 444.60 - C
44 44 44 44 /
\ 1 \ I YARD INLET / / _ / A9 /
45 \ ... at �- _, �, _. _._.-. ,< PRO YI 2 OPEN THROATY / i o
\ -_..__..____.�__.._. _ .�__.-.. _.. 4 �_._,...____-.._ \ I _ - � -ITC/BEGIN 2'TAPER 445.85 44 0_....---_ --•- ••- --•-------- � 46 cn INLET ELEVATION 441.90 �454" � � � i � � � �-PRO PARALLEL PIPE END SECTION INV 442.96 Q �
PRO TRAPEZOIDAL SWALE WITH F
\ 44 9 ( I I INV OUT 436.46 _ / O 48L EOP 44515
45 45 \ s\ 44 \ \ \ 4'BOTTOM AND 4:1 SIDE LOPES i5� TC/END 2'TAPER 445.35 RCP
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45 \ \ \ I -454'q53 �� 48 -- - 'FiRO PARAL EL PIPE END _ �... �y1 cL
\ \ 45 q \ I N L _ / �50� �4 i i _ - - SECTfUON INV 443.20 / \ 00 ui
44661
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- - / / i EDP 443.95
P 444 EX EOP 444.08
- EX EOP 444.57
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Scale:- �.� -� � - -448- -
Verticala
CL
t S t b 2 2
I �j.. �q50/ _449 - I
r:
D e• ep em er 1, 022
Project No.: P200160 0
N
Drawn by: PRJ
30' 0 15, 30' N
Checked by:
v
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SCALE 1 inch ® 30 ft Sheet:
C-5
.2
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