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HomeMy WebLinkAboutSW3220305_Plansheet - Grading_Drainage Plan_20220325 (4)1 2 3 4 5 _- PIEZOMETER /�� / / / Z 0 - NCH LINE \A �10(-ATIQN #k3 ��� \ SEE DRAWING C-000-301 / N:577994.80 h. ��� 1 j - - \ •� / / E:1541207.51 • VEGETATED SWALE " ( /Z /�- \\\ < I \ \ �k o 535 FEMA REGULATORY FLOODPLAIN S2 \ \ \ \ +� 540 538 \ T% LYSIMETER _ ( \ i i — 20 LOCATION #3 :142.93' 77- N:577956.66 _ — \ E:1540927.92 - ASH DISPOSAL SITE NO. 1LTI Ln C 1 0 , -BORE B 16 \\\ \ \ 10 1 \\ \ 1-. 1 SWALE 4 Q.....::...° \� SWALE 4 DRAINAGE AREA \ _ _ 0 FH_ MAINTENANCE CANOPY 53p \ \ \s MAIN PUMP I I / \ S10 STATION \ \\ 543.71 543.65 PLANT H I \ �135' / \ \ MAINTENANCE III IIII a a \ I I I \ \ \ \ \ I \ \ \ \ \ — _ 542.69 I I I III cr 543.79—543.15 1 I✓'� ° 3 1 \_ \� \ \ \ \ \ \ \\\ s I \ ° \ \ \ — — — — FUTURE SCUM - - s\ \ \ i PUMP STATION / I \ \ \ \ \ \ \ \ \ \ \20 �� \ / \ \ r^ STD 4 - DI AND SWALE 4 BO B-11 I \ I \ \ \ \ \ \ \\\ \ \ \ DRAINAGE AREA I \ I I l \ \ ° 1 \ \ \\\ 1 \ \ \ \ 1 ° \ \ 3 ° / / ) I \\ \\\ \ \ 610 543 I I gi c 00 • 544 2 R \ W 543.32 \ \ \\ N a 544 SO cn 544.00 I I \ \ I / / \ �\ 1 \\ \ \ \ �� /� J o \ o n �� j 544.50 BLOWER BUILDING -P. \ III o BORE B-10 ❑ a 4 FFE 544.50 543.46 r C \ 1 z � 30.33' I `"'- 142.33' I \ III I \CUL END _ 220.67' I 544.50 544.50 544.00Ln s \ I w 1 544 S4 ON \ I III \ \\\, \ ELECTRIC MANHOLE (SEE W ELECTRICAL DRAWINGS) \ HIGH MAST AERATION BASIN NO. 6 >ECONDARY CLARIFIER SECONDARYNO OLARIFIER 11 1 1 I I I 1 ❑ I \ I • ❑ \ \ s \ �\ \ I \ � NO. 9 I 1 I IIII, ► II RE GULATORY EGULATORY FLOODPLAIN \ \ \ \ II11 \ \ I IIIII _ � � g . w z to - — n � � � / J, \ I I I I I I ► � III ° �ti \ \ \ ��� —� G--- �/ III I• w U? CLASSIFYING 1 ® I II ✓ I I SELECTOR Q �� _ \\ � ° m m I — ®— 5 �, 1 ° I I I III ,� \ I I M a > C I 1 IIII I I, I W,T I CD HPOAS BASIN I\ \ \ I I I = III 7 N I NO.5 ° (D 530 1 �' - m FUTURE o LIQUOR RECYC ELFLIUMDE \ II IIII ►III 0LL�I A ®I�\• `/ // ❑® / 1 SECONDARY CLARIFIER /\ SECONDARY CLARIFIER LARIFIER ° 1__/ ® -n � NO.7 =1( I \I \ I I I II //pI/ II �I �I STORM ORAlN90441 R/M=542.57' _XX242.XX O/ lNV OUT=XX1541236.51XX' GRAE-45.17' EDIT EXTQ 5W lNV OUT-538.12" 9 I I JINI o LL I /II o • MATCH LINE4. 11 s I \ iA TE — SEE DRAWING CI-1000-305 o PLAN NORTH GRADING AND DRAINAGE PLAN 3 SCALE: 1" = 40' 0 40 80 m 1 2 3 4 5 6 GENERAL NOTES: 1. SEE DRAWING C-000-001 FOR GENERAL NOTES AND SOIL BORING INFORMATION. 0 KEYNOTES: 1 OUTLET STABILIZATION STRUCTURE (SEE DETAIL ESC-K/C-000-615). 2 SEE ELECTRIC DRAWINGS FOR PROPOSED TRANSFORMERS. 3 EXISTING ELECTRICAL PAD AND EQUIPMENT TO REMAIN INTACT. THE PAD SHALL REMAIN ABOVE GRADE TO PREVENT RUNOFF FROM IMPACTING EQUIPMENT. 4 FRENCH DRAIN (SEE DETAIL J/C-000-802). 5 FUTURE SECONDARY CLARIFIER FLOW SPLITTING STRUCTURES. 6 CLEANOUT (SEE DETAIL K/C-000-802). 7 SEE DRAWING C-000-100 FOR BENCHMARK INFORMATION. <<! L • �r: 1Ep KEY PLAN SCALE: 1" = 500' 6 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 ❑C wy SEAL Y: '365 4- 02/20/22 9:37 AM FINAL DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT C RELEASED FOR CONSTRUCTION ISO AR24 * HRY Mlic is t y * ORSAS 13401:20 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-000-303. D W G BC PROJECT NUMBER 156673 CLIENT PROJECT NUMBER CIVIL GRADING AND DRAINAGE PLAN 3 DRAWING NUMBER C-000-303 Xx SHEET NUMBER OF J 0