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HomeMy WebLinkAboutSW3220305_Plansheet - Grading_Drainage Plan_20220325 (6)11 2 3 MATCH LINE RAS PS NO. 2 \� —��E- SEE DRAWING C-000-303 B—JZ V,5, lN= INV OUT=S 4.83' _� .81' \ ® A 2 1 3 12" RCP 12" RCP I RAS PS NO. 1 J ® CB 1 ® ® GRATE=544.70' INV /N=539.72' INV 1N=537.15' N 2 I " INV OUT=537 f D-- �o _ --�� C7 J B W z 0)o o� 0 J LU Q� CO Q U co N N O N 00 N — Ill Q 0 O J d 0 L0 0 M O 0 0 U 00 Q0 A Q z W J 0 c.° N 0 U m U M 0- 11 fs — \ I III \\\ I I \ \ BOX 6 I I \ \ IIII 1 ti W O �1` I I -� -1I 1 I I I I I I Sao Tr I C, Ul I I 5 / / 0 DI D/ �s \ GRATE=54 ® GRATE=544.70' INV OUT=538.46 ® INV OUT=540.16' 4 I // �� ❑ • / I I I ® SECONDARY ° SECONDARY CLARIFIER NO. 6CLARIFIER NO. 5 �ya\ �I� L — ® ( I// ❑ ° / a I II HPOAS BASIN NO.4 ° HIGH M Sl I I I v 1 ® I \ / / // to CHEMICAL I I 1 \ I FEED & / I 13 o I I I / OI I I I HO STORAGE ® I I I a ® l i► a \ � I � CHLORINE CHLORINE ® 1 \ DI � CONTACT CONTACT / ® GRATE-40.01\ I I I BASIN BASIN NV 53 Q(/T 3.52" \ I , J —541.76 / /\ 37.5' NO.1 N0.2 r / UT=541. 6 ® O \ II � 1 / � CD 00 , III d HPOAS BASIN 0 LU NO. 3 Z J IP (DI I I I BORE B-1 I \ ® z 0 ® a e I SECONDARY SECONDARY I ► I \ a I o CLARIFIER NO 3 I CLARIFIER NO. 4 I I I J I I l I 1 1 \\ ® W ® FLUME 103 it ® Lo ° 4DI / / GRATE=544.41' GRATE=537.97' L1 to � � / INV 1N=531.77' INV 1N=537.20' O INV OUT=531.57' D/ lNV IN 528.80' (12" RCP) GRATE= 1.85' INV OUT=528.25' / ELECTRICAL MANHOLE (SEE INV / = 0.11' ® f /� % / ELECTRICAL DRAWINGS) INV 4. GRAT =5.1 INV OU 540.02' / BOTT M=53838. 7' 15 RCP / / / ® 12 1CP P — 5" ® ® / / 12" RCP FLUME 30 e W O I \ , ®j ° BOX 8 II l / ° / \ ° \ \ 3 / \ E3� , a FEMA REGULATORY FLOODPLAIN AIR o-J I I / / / / / i I 611 I COMPRESSOR FN / \ \ \ \ \ \\ \ _ ' — 535. — \ -- — \�`\\\ F�yj _ OVERHEAD \\\\�N, \\\\\ \� \`\\ \\\ \— — — — — — — — — — — — - �� / I ELECTRIC \ \-525 N, FH=--rr, —� 5— OVERHEAD 3 \ \ \ \ \ ELECTRIC OH \ \ \ \ \ \ \\ \ — — _ ---- _ /-- -- \ �\ \\ �\ EASEMENT HE / / 535\ PLAN — NORTH GRADING AND DRAINAGE PLAN 5 0 40 80 SCALE: 1" = 40' 6 GENERAL NOTES: 1. SEE DRAWING C-000-001 FOR GENERAL NOTES AND SOIL BORING INFORMATION. 0 KEYNOTES: 1 FUTURE SECONDARY CLARIFIER FLOW SPLITTING STRUCTURES. 2 FUTURE RAS PUMP STATIONS. 3 SEE DRAWING C-000-100 FOR BENCHMARK INFORMATION. 4 FUTURE CLASSIFYING SELECTOR. KEY PLAN SCALE: 1" = 500' VI Vrr1 1 AND • 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 .•�FESIs •.; SEAL 02/20/22 9:39 AM FINAL DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION ISO AR24 * KS#y M1ic bpty * ORSAS 18001:K 1 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-000-305. DWG BC PROJECT NUMBER 156673 CLIENT PROJECT NUMBER CIVIL GRADING AND DRAINAGE PLAN 5 DRAWING NUMBER C-000-305 Xx SHEET NUMBER OF 0 C 0 1 2 3 4 5 1.1