SWA000163_Plansheet C2.3 - Grading_Drainage Plan_20220901

►/ ►/ EGEN D: Cn
CiIV V I tJ II II II II
1THERE ARE NO WETLANDS.
----------------- i_ i_ EXISTING CONTOURSILT FENCE ImC
i 2. THE WETPOND WAS DESIGNED TO HANDLE THE ENTIRE DEVELOPMENT SHOWN IC1.1 I I THIS I I
® PACKAGE. `l I I
I I CHECK DAM PROPOSED CONTOURS I�'D�
SILT SACK I mmw 3. ALL PIPE SIZES AND LENGTHS ARE LOCATED ON SHEET C4.2 IN THE PIPE SCHEDULE. I < SSMH I I
N Z 14. ALL GRADES ALONG CURBS ARE GREATER THAN 0.5% SEE SPOT ELEVATIONS. I I RIM=535.48 CB I I
► ► b-� I Cn Z 15. ALL SIDEWALKS ARE LESS THAN 5% HORIZONTAL SLOPE AND LESS THAN 2% CROS -SLO ES. IN(A)=520.38 GR=532.58
I I INLET PROTECTION I LIMIT OF IN(B)=520.38 OUT=527.21 I I SSMH
SI L N CE OU TL T I ALL ADA RAMPS A PER ADA STANDARDS SEE SPOT ELEVATIONS. _ _ ONSTRUCTIONm OUT=520.08 _ __--- I I RIM =532.10
7. „ m SSMH - - 10' PRIVATE WATER EASEMENT 535.48 '_ IN=519.20
I V-5 24 RCP GR=529.37 L
53o.19x-j3.74x 53� 4x x 534.81x �53�-• Ix � 532. x ii - - CA
IM=533.92 - l825�S 1 \ 8" PVC FC„�K, FILE 225 A c�) 531 66
I I T=52252 _ _ _ 532. 53 49 18'C&G 5'_ _ O 534.31 8 PVC ,533.72
2 20' PUBLIC SANITARY
ao 530.63x 531.90x : 9 4. )4 / PC. K, FILE 225
TW 521,5 TW;532, I I LIMIT OF \ 534.77x 534.48x SOx os 533 \ FH 533.1 S SEWER EASEMENT
1 BW 513.0 ` ,Aspha,Bt W'523,5 ZCONSTRUCTION) Asphalt yy 65 - - 1 - - WV 0' SIDE YARD _ _ -�_ _ _ ram - �_ - CB � r
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_ F NC , y��FF I)ET�11 //l I I I 1 I III IIIIII I I 11 33.25 �� 33.25 25 v GR=529.08
. I 11 I I I I "F�I Y 534.0 \ \ + \ \ TEMP. INLET PROTECTION
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