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HomeMy WebLinkAboutSW3220305_Plansheet - Grading_Drainage Plan_20220325 (2)1 1 2 1 3 1 4 1 5 0 ❑C C C� ry J B w z Q o o ry J CQ � U d 0 N N N 0 N N Q 0 O J d c� 0 0 M O 0 0 C� 00 It LO w A Q z w J LL 0 Nt N 0 n U m U m o_ �\\ I �' ����'�� // / 111, 11, Vlljl ill / F��\1\ l�ll l llll �, ',! FH FN - _ H \� \\ \\ _� �� / / fl I / � • / / / � III I�11 �\"-� /�' f I I ---__ , \ Fy ��/ `------------- - --\ WL 531.9FN Fd77 Fy \Z� FhL- FH � FN \ -_------ -------------------- ---- `\ / / 1 ,I,/ l� I Il / / I I = \ �\ \\ \\��__ .--------__ ---- - ----- _ ��\ �\ `� / / Ifl / I fill 1 "--- 1 S3S��_ LYSIMETER®- — — ®BORER-1 I� \ \\ \ \\\ \ \ \ \\ \ \ I / LOCATION #1 N:578536.55 / / 1 \\' \\ \ \\ \ a \ \ I \ \ \ \ / ✓ / , / E:1540566.70 \\\`�o I ASH DISPOSAL SITE NO. 1 ® BORE A-2 / /�-----------I-------1--------I- /0000 - - - - - -----7--- 548 cb SWALE 1 / SWALE 1 �-1 _ i Af DRAINAGE AREA � m o \ \ 00 -00 EQ TANK 1 ` \ \ PIEZOMETER \ \ \ \ \ \ \ \ \ \\ \ \ I y\ \ \ LOCATION #2 AND NEF \ \ \ \ \ \\ \ N:578345.29 E:1541201.73 \ I I I 2.0 0 \ � 4f \ NEF BLOWER PAD PIEZOMETER \ / \ I I ,` B E ® EQ EFFLUENT _ — _ \ \ \ \ \ \ \ LOCATION #1 \ \ `Ss \ ?.. {'\ ELECTRICAL METER VAULT \ N:578279.27 \ I o ENCLOSURE _ \ \ BOX 101 \ 630 h\ \ \ \ \ \ E:1540549.80 \ \ 1 n ; I $FUTURE 0 EQTANK2 I I \ I \ \ \ \ I I I \ I \ 28.5' 15' \ \ BORE B-17 \ \ 60 ! 1 I / I I / I \ I 5 \ 535 / / FH S BOREA-5 I I .: �- \\ \ I 1 -- I �\ 548.00 I :i I \ \ I LYSIMETER it 1 ---- / --- -\--- `--- -� 1 4:1 �I' FH LOCATION#2 53 —I _.' I -I----- �I-- - �--- j �- - \ \ \ \ \ i I I I I I T F� N:578179.94 IE:1541092.39 r T FN I I \\ 1 II \\ I 1 IIJ , E: 1540848 113LL ww7 I I - I -I- / ®h"�� / / J FEMA REGULATORY I SEDIMENTATION FLOODPLAIN BASINS I I / ENDWALL 1 AND SWALE 2 555 SWALE 2 I I DRAINAGE AREA Ln I I III I — �o j • VEGETATED SWALE PIEZOMETER _''FN LOCATION #3 f N:577994.80 E:1541207.51 �• r // / // / // / I; MATCH LINE MATCI­ L�n_ r _��SEEDRAWT / DRAWING C-000-303 / / / / PLAN NORTH GRADING AND DRAINAGE PLAN 1 SCALE: 1" = 40' 0 40 80 GENERAL NOTES: 1. SEE DRAWING C-000-001 FOR GENERAL NOTES AND SOIL BORING INFORMATION. O KEYNOTES: 1 SEE DETAIL D/C-000-801 FOR TYPICAL ROAD CROSS SECTION. �r: 1Ep KEY PLAN SCALE: 1" = 500' H I V YY 1 1 AND • n..lJ�....11 • ENVIRONMENTAL ENGINEERING AND CONSULTING 309 East Morehead Street, Suite 160, Charlotte, NC 28202 (704) 358-7204 North Carolina Board of Examiners for Engineers and Survevors License No. F-0785 S. SEAL C 1365 I, 02/20/22 9:34 AM FINAL DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION WSACC ISO AR24 * K Sty M1ic is t y * ORSAS 18001:20 ROCKY RIVER REGIONAL WASTEWATER TREATMENT PLANT PHASE 3 EXPANSION I REVISIONS REV I DATE I DESCRIPTION LINE IS 2 INCHES AT FULL SIZE DESIGNED: D. WRIGHT DRAWN: R. JAMES CHECKED: K. DEVENDORF CHECKED: D. VARJABEDIAN APPROVED: K. DEVENDORF FILENAME 154689-C-000-301. D W G BC PROJECT NUMBER 156673 CLIENT PROJECT NUMBER CIVIL GRADING AND DRAINAGE PLAN 1 DRAWING NUMBER C-000-301 Xx SHEET NUMBER OF ❑C C J 0 1 2 3 5 1.