CITY OF MEMPHIS, TENNESSEE

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CITY OF MEMPHIS, TENNESSEE SEWER ASSESSMENT & REHABILITATION PROGRAM (SAR OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERS 61 51 ELVIS PRESLEY BLVD. 240 JACKSON AVE. LAMAR AVE. 385 51 14 SUMMER AVE. MEMPHIS 240 55 78 POPLAR AVE. MILLINGTON PAUL BARRETT PKWY. 240 BARTLETT BILL MORRIS PKWY. AUSTIN PEAY HWY. GERMANTOWN ARLINGTON LAKELAND 70 385 15 64 40 57 385 COLLIERVILLE 72 SARP10 PROJECT NO: DATE: 01/03/2019 SHEET NO. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 SHEET LIST TABLE SHEET TITLE COVER OVERALL SEWER PLAN NOTES AND TABLES SEWER PLAN SEWER PLAN SEWER PLAN 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 0+00 TO 12+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 12+00 TO 25+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 25+00 TO 36+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 36+00 TO 48+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 48+00 TO 60+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 60+00 TO 72+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 72+00 TO 84+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 84+00 TO 96+00 54" LOOSAHATCHIE INTERCEPTOR PLAN & PROFILE 96+00 TO 109+00 LATERALS A & B PLAN & PROFILES SEWER DETAILS SIPHON STRUCTURE 1 SIPHON STRUCTURE 1 TYPICAL WALL REBARS & DETAILS SIPHON STRUCTURE 2 SIPHON STRUCTURE 2 SPECIAL STRUCTURE 1 SPECIAL STRUCTURE 1 STRUCTURE ABANDONMENT PLAN (1 OF 4) STRUCTURE ABANDONMENT PLAN (2 OF 4) STRUCTURE ABANDONMENT PLAN (3 OF 4) STRUCTURE ABANDONMENT PLAN (4 OF 4) EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 1 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 2 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL PLAN - STAGE 3 EROSION CONTROL DETAILS TRAFFIC CONTROL PLAN

GRAPHIC SCALE ( IN FEET ) 400 0 200 400 800 1600 1 inch = 400ft. OVERALL SEWER PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

GENERAL NOTES SEWER PIPE DATA SEWER STRUCTURE DATA DESIGN INFO PIPE LENGTH PIPE DIA. (IN) (FT) QD (CFS) QC (CFS) VEL. (FPS) 0.08 60.80 60.00 0.07 60.80 54 0.07 254.50 54 17+90.39 196.96 196.96 26.00 16.00 36 22 HDPE (DR11) LO010114.05 17+90.39 196.96 26.00 198.45 LO010114.06 18+14.89 196.98 23+23.89 198.45 LO010114.07 18+06.89 LO010114.11 23+15.89 198.45 LO010114.08 LO010114.12A S LO010114.12 23+40.39 198.48 LO010114.12B S LO010114.12 23+40.39 LO010114.12C S LO010114.12 LO010114.13 S MAT'L SLOPE (%) 54 700.00 54 196.19 700.00 15+35.85 196.68 LO010114.05 17+90.39 196.98 LO010114.05 18+14.89 196.98 LO010114.09 23+15.89 LO010114.10 S LO010114.10 LO010114.11 S AREA (AC.) AS-BUILT PIPE LENGTH SLOPE (FT) (%) DESIGN INFO AREA (AC.) STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) 3.30 LO010114.01 0+00.00 SPECIAL STRUCTURE - CAST IN PLACE DOGHOUSE 18.5'X23.75' 60.00 3.30 LO010114.02 1+35.85 G MORTAR TEE W/ RISER 54" TEE 60.80 60.00 3.30 LO010114.03 8+35.85 G MORTAR TEE W/ RISER 54" TEE 0.07 60.80 3.30 LO010114.04 15+35.85 G MORTAR TEE W/ RISER 54" TEE 0.19 22.50 60.00 21.39 4.60 LO010114.05 17+90.39 SIPHON STRUCTURE 1 - CONC. CAST IN PLACE 15'X17' HDPE (DR11) 0.40 4.95 6.13 3.60 LO010114.06 18+14.89 DS 36" SBAS - PRE-CAST 72" 22.5 34 HDPE (DR11) 17.15 18.5 18+06.89 DS 22" SBAS - PRE-CAST 60" 4.95 36 HDPE (DR11) 22.50 21.39 4.50 4.60 LO010114.07 500.00 0.19 N/A LO010114.08 18+14.89 DS 34" SBAS - PRE-CAST 72" 17.15 196.98 500.00 22 HDPE (DR11) N/A 4.95 6.13 3.60 LO010114.09 23+15.89 US 36" SBAS - PRE-CAST 72" 22.5 18+14.89 196.98 500.00 34 HDPE (DR11) N/A 17.15 18.5 4.50 LO010114.10 23+23.89 US 22" SBAS - PRE-CAST 60" 4.95 LO010114.09 23+15.89 198.45 0.19 22.50 21.39 23+15.89 US 34" SBAS - PRE-CAST 72" 17.15 23+23.89 198.45 HDPE (DR11) 0.40 4.95 6.13 4.60 3.60 LO010114.11 LO010114.10 36 22 HDPE (DR11) 198.48 26.00 16.00 LO010114.12 23+40.39 SIPHON STRUCTURE 2 - CONC. CAST IN PLACE 15'X17' 23+40.39 198.48 LO010114.11 23+15.89 198.45 26.00 34 HDPE (DR11) 0.19 17.15 18.5 4.50 LO010114.13 27+09.56 G MORTAR TEE W/ RISER 54" TEE LO010114.13 27+09.56 198.84 LO010114.12 23+40.39 198.48 369.20 54 0.07 60.80 60.00 3.30 LO010114.14 34+09.56 G MORTAR TEE W/ RISER 54" TEE LO010114.14 S LO010114.14 34+09.56 199.19 LO010114.13 27+09.56 198.84 700.00 54 0.05 60.80 47.20 2.80 LO010114.15 38+63.76 G MORTAR TEE W/ RISER 54" TEE LO010114.15 S LO010114.15 38+63.76 199.42 LO010114.14 34+09.56 199.19 454.20 54 0.05 60.80 47.20 2.80 LO010114.16 44+63.76 G MORTAR TEE W/ RISER 54" TEE LO010114.16 S LO010114.16 44+63.76 199.72 LO010114.15 38+63.76 199.42 600.00 54 0.05 60.80 47.20 2.80 LO010114.17 48+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.17 S LO010114.17 48+87.50 199.93 LO010114.16 44+63.76 199.72 423.70 54 0.05 60.80 47.20 2.80 LO010114.18 55+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.18 S LO010114.18 55+87.50 200.28 LO010114.17 48+87.50 199.93 700.00 54 0.05 60.80 47.20 2.80 LO010114.19 62+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.19 S LO010114.19 62+87.50 200.63 LO010114.18 55+87.50 200.28 700.00 54 0.05 60.80 47.20 2.80 LO010114.20 69+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.20 S LO010114.20 69+87.50 200.98 LO010114.29 100+97.84 200.63 700.00 54 0.05 60.80 47.20 2.80 LO010114.21 76+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.21 S LO010114.21 76+87.50 201.33 LO010114.20 69+87.50 200.98 700.00 54 0.05 60.80 47.20 2.80 LO010114.22 83+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.22 S LO010114.22 83+87.50 201.68 LO010114.21 76+87.50 201.33 700.00 54 0.05 60.80 47.20 2.80 LO010114.23 87+40.06 G MORTAR TEE W/ RISER 54" TEE LO010114.23 S LO010114.23 87+40.06 201.86 LO010114.22 83+87.50 201.68 352.60 54 0.05 60.80 47.20 2.80 LO010114.24 93+56.26 PRE-CAST 96" LO010114.24 S LO010114.24 93+56.26 202.17 LO010114.23 87+40.06 201.86 616.20 54 0.05 60.80 47.20 2.80 LO010114.25 100+10.42 PRE-CAST 96" LO010114.25 S LO010114.25 100+10.42 202.50 LO010114.24 93+56.26 202.17 654.20 54 0.05 60.80 47.20 2.80 LO010114.26 103+44.35 G MORTAR TEE W/ RISER 96" LO010114.26 S LO010114.26 103+44.35 202.67 LO010114.25 100+10.42 202.50 333.90 54 0.05 60.80 47.20 2.80 LO010114.27 108+13.51 PRE-CAST 96" LO010114.27 S LO010114.27 108+13.51 202.90 LO010114.26 103+44.35 202.67 469.20 54 0.05 60.80 47.20 2.80 LO010114.28 94+08.84 PRE-CAST 48" N/A LO010162 S LO010162 108+85.23 203.90 LO010114.27 108+13.51 202.90 47.70 42 0.07 60.80 47.20 2.30 LO010114.29 100+97.84 PRE-CAST 48" N/A LO010114.28 S LO010114.28 94+08.84 217.50 LO010114.24 93+56.26 216.00 150.00 10 PVC 1.00 N/A 2.20 4.00 LO010114.30 99+65.33 PRE-CAST 48" N/A LO010114.29 S LO010114.29 100+97.84 216.82 LO010114.25 100+10.42 215.00 182.00 10 PVC 1.00 N/A 2.20 4.00 LO010114.30 S LO010114.30 99+65.33 218.14 LO010114.29 100+97.84 216.92 122.50 10 PVC 1.00 N/A 2.20 4.00 PIPE NO. FROM STR. STR STATION INVERT TO STR. STR STATION INVERT LO010114.02 S LO010114.02 1+35.85 195.70 LO010114.01 0+00.00 195.58 159.90 LO010114.03 S LO010114.03 8+35.85 196.19 LO010114.02 1+35.85 195.70 LO010114.04 S LO010114.04 15+35.85 196.68 LO010114.03 8+35.85 LO010114.05 S LO010114.05 17+90.39 LO010114.04 LO010114.06 S LO010114.06 18+14.89 196.86 196.98 LO010114.07 S LO010114.07 18+06.89 LO010114.08 S LO010114.08 LO010114.09 S FROM STR. TO STR. QC (CFS) AS-BUILT QD (CFS) RIM ELEV. NOTES AND TABLES OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER:SARP10 ENGINEER:FISHER & ARNOLD, INC.

GRAPHIC SCALE ( IN FEET ) 100 0 50 100 200 400 1 inch = 100ft. SEWER STRUCTURE DATA TABLE (1 OF 3) DESIGN INFO STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) LO010114.01 0+00.00 SPECIAL STRUCTURE - CAST IN PLACE DOGHOUSE 18.5'X23.75' LO010114.02 1+35.85 G MORTAR TEE W/ RISER 54" TEE LO010114.03 8+35.85 G MORTAR TEE W/ RISER 54" TEE LO010114.04 15+35.85 G MORTAR TEE W/ RISER 54" TEE LO010114.05 17+90.39 SIPHON STRUCTURE 1 - CONC. CAST IN PLACE 15'X17' LO010114.06 18+14.89 DS 36" SBAS - PRE-CAST 72" 22.5 LO010114.07 18+06.89 DS 22" SBAS - PRE-CAST 60" 4.95 LO010114.08 18+14.89 DS 34" SBAS - PRE-CAST 72" 17.15 LO010114.09 23+15.89 US 36" SBAS - PRE-CAST 72" 22.5 LO010114.10 23+23.89 US 22" SBAS - PRE-CAST 60" 4.95 LO010114.11 23+15.89 US 34" SBAS - PRE-CAST 72" 17.15 LO010114.12 23+40.39 SIPHON STRUCTURE 2 - CONC. CAST IN PLACE 15'X17' LO010114.13 27+09.56 G MORTAR TEE W/ RISER 54" TEE AREA (AC.) QD (CFS) AS-BUILT RIM ELEV. SEWER PIPE DATA TABLE (1 OF 3) PIPE NO. FROM STR. STR STATION DESIGN INFO INVERT TO STR. STR STATION INVERT PIPE LENGTH (FT) LO010114.02 S LO010114.02 1+35.85 195.70 LO010114.01 0+00.00 195.58 159.90 54 0.08 60.80 60.00 3.30 LO010114.03 S LO010114.03 8+35.85 196.19 LO010114.02 1+35.85 195.70 700.00 54 0.07 60.80 60.00 3.30 LO010114.04 S LO010114.04 15+35.85 196.68 LO010114.03 8+35.85 196.19 700.00 54 0.07 60.80 60.00 3.30 LO010114.05 S LO010114.05 17+90.39 196.86 LO010114.04 15+35.85 196.68 254.50 54 0.07 60.80 60.00 3.30 PIPE DIA. (IN) MAT'L SLOPE (%) AREA (AC.) QD (CFS) QC (CFS) VEL. (FPS) FROM STR. TO STR. AS-BUILT PIPE LENGTH (FT) SLOPE (%) QC (CFS) LO010114.06 S LO010114.06 18+14.89 196.98 LO010114.05 17+90.39 196.96 26.00 36 HDPE (DR11) 0.19 22.50 21.39 4.60 LO010114.07 S LO010114.07 18+06.89 196.98 LO010114.05 17+90.39 196.96 16.00 22 HDPE (DR11) 0.40 4.95 6.13 3.60 LO010114.08 S LO010114.08 18+14.89 196.98 LO010114.05 17+90.39 196.96 26.00 34 HDPE (DR11) 0.19 17.15 18.5 4.50 LO010114.09 S LO010114.09 23+15.89 198.45 LO010114.06 18+14.89 196.98 500.00 36 HDPE (DR11) N/A 22.50 21.39 4.60 LO010114.10 S LO010114.10 23+23.89 198.45 LO010114.07 18+06.89 196.98 500.00 22 HDPE (DR11) N/A 4.95 6.13 3.60 LO010114.11 S LO010114.11 23+15.89 198.45 LO010114.08 18+14.89 196.98 500.00 34 HDPE (DR11) N/A 17.15 18.5 4.50 LO010114.12A S LO010114.12 23+40.39 198.48 LO010114.09 23+15.89 198.45 26.00 36 HDPE (DR11) 0.19 22.50 21.39 4.60 LO010114.12B S LO010114.12 23+40.39 198.48 LO010114.10 23+23.89 198.45 16.00 22 HDPE (DR11) 0.40 4.95 6.13 3.60 LO010114.12C S LO010114.12 23+40.39 198.48 LO010114.11 23+15.89 198.45 26.00 34 HDPE (DR11) 0.19 17.15 18.5 4.50 LO010114.13 S LO010114.13 27+09.56 198.84 LO010114.12 23+40.39 198.48 369.20 54 0.07 60.80 60.00 3.30 LO010114.14 S LO010114.14 34+09.56 199.19 LO010114.13 27+09.56 198.84 700.00 54 0.05 60.80 47.20 2.80 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC. SEWER PLAN

GRAPHIC SCALE ( IN FEET ) 100 0 50 100 200 400 1 inch = 100ft. SEWER STRUCTURE DATA TABLE (2 OF 3) DESIGN INFO STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) AREA (AC.) QD (CFS) LO010114.14 34+09.56 G MORTAR TEE W/ RISER 54" TEE LO010114.15 38+63.76 G MORTAR TEE W/ RISER 54" TEE LO010114.16 44+63.76 G MORTAR TEE W/ RISER 54" TEE LO010114.17 48+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.18 55+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.19 62+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.20 69+87.50 G MORTAR TEE W/ RISER 54" TEE AS-BUILT RIM ELEV. SEWER PIPE DATA TABLE (2 OF 3) PIPE NO. FROM STR. STR STATION DESIGN INFO INVERT TO STR. STR STATION INVERT PIPE LENGTH (FT) LO010114.14 S LO010114.14 34+09.56 199.19 LO010114.13 27+09.56 198.84 700.00 54 0.05 60.80 47.20 2.80 LO010114.15 S LO010114.15 38+63.76 199.42 LO010114.14 34+09.56 199.19 454.20 54 0.05 60.80 47.20 2.80 LO010114.16 S LO010114.16 44+63.76 199.72 LO010114.15 38+63.76 199.42 600.00 54 0.05 60.80 47.20 2.80 LO010114.17 S LO010114.17 48+87.50 199.93 LO010114.16 44+63.76 199.72 423.70 54 0.05 60.80 47.20 2.80 LO010114.18 S LO010114.18 55+87.50 200.28 LO010114.17 48+87.50 199.93 700.00 54 0.05 60.80 47.20 2.80 LO010114.19 S LO010114.19 62+87.50 200.63 LO010114.18 55+87.50 200.28 700.00 54 0.05 60.80 47.20 2.80 LO010114.20 S LO010114.20 69+87.50 200.98 LO010114.29 100+97.84 200.63 700.00 54 0.05 60.80 47.20 2.80 LO010114.21 S LO010114.21 76+87.50 201.33 LO010114.20 69+87.50 200.98 700.00 54 0.05 60.80 47.20 2.80 PIPE DIA. (IN) MAT'L SLOPE (%) AREA (AC.) QD (CFS) QC (CFS) VEL. (FPS) FROM STR. TO STR. AS-BUILT PIPE LENGTH (FT) SLOPE (%) QC (CFS) OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC. SEWER PLAN

GRAPHIC SCALE ( IN FEET ) 100 0 50 100 200 400 1 inch = 100 ft. SEWER STRUCTURE DATA TABLE (3 OF 3) DESIGN INFO AS-BUILT AREA (AC.) STR NO. STR STATION DESCRIPTION TYPE BASE DIA. (IN) LO010114.21 76+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.22 83+87.50 G MORTAR TEE W/ RISER 54" TEE LO010114.23 87+40.06 G MORTAR TEE W/ RISER 54" TEE LO010114.24 93+56.26 PRE-CAST 96" LO010114.25 100+10.42 PRE-CAST 96" LO010114.26 103+44.35 G MORTAR TEE W/ RISER 96" LO010114.27 108+13.51 PRE-CAST 96" LO010114.28 94+08.84 PRE-CAST 48" N/A LO010114.29 100+97.84 PRE-CAST 48" N/A LO010114.30 99+65.33 PRE-CAST 48" N/A QD (CFS) RIM ELEV. SEWER PIPE DATA TABLE (3 OF 3) DESIGN INFO PIPE NO. FROM STR. STR STATION INVERT TO STR. STR STATION INVERT PIPE LENGTH (FT) PIPE DIA. (IN) MAT'L SLOPE (%) LO010114.21 S LO010114.21 76+87.50 201.33 LO010114.20 69+87.50 200.98 700.00 54 LO010114.22 S LO010114.22 83+87.50 201.68 LO010114.21 76+87.50 201.33 700.00 54 LO010114.23 S LO010114.23 87+40.06 201.86 LO010114.22 83+87.50 201.68 352.60 LO010114.24 S LO010114.24 93+56.26 202.17 LO010114.23 87+40.06 201.86 LO010114.25 S LO010114.25 100+10.42 202.50 LO010114.24 93+56.26 LO010114.26 S LO010114.26 103+44.35 202.67 LO010114.25 LO010114.27 S LO010114.27 108+13.51 202.90 LO010162 S LO010162 108+85.23 LO010114.28 S LO010114.28 LO010114.29 S LO010114.30 S AREA (AC.) QD (CFS) QC (CFS) VEL. (FPS) 0.05 60.80 47.20 2.80 0.05 60.80 47.20 2.80 54 0.05 60.80 47.20 2.80 616.20 54 0.05 60.80 47.20 2.80 202.17 654.20 54 0.05 60.80 47.20 2.80 100+10.42 202.50 333.90 54 0.05 60.80 47.20 2.80 LO010114.26 103+44.35 202.67 469.20 54 0.05 60.80 47.20 2.80 203.90 LO010114.27 108+13.51 202.90 47.70 42 0.07 26.69 26.69 2.30 94+08.84 217.50 LO010114.24 93+56.26 216.00 150.00 10 PVC 1.00 N/A 2.20 4.00 LO010114.29 100+97.84 216.82 LO010114.25 100+10.42 215.00 182.00 10 PVC 1.00 N/A 2.20 4.00 LO010114.30 99+65.33 218.14 LO010114.29 100+97.84 216.92 122.50 10 PVC 1.00 N/A 2.20 4.00 FROM STR. TO STR. AS-BUILT PIPE LENGTH (FT) SLOPE (%) QC (CFS) SEWER PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER:SARP10 ENGINEER:FISHER & ARNOLD, INC.

MATCHLINE STA. 12+00 GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 1 inch = 50 ft. 200 54" LOOSAHATCHIE INTERCEPTOR STA. 0+00 TO 12+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE STA. 12+00 MATCHLINE STA. 25+00 GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 1 inch = 50 ft. 200 54" LOOSAHATCHIE INTERCEPTOR STA. 12+00 TO 25+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE STA. 25+00 MATCHLINE STA. 36+00 GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 1 inch = 50 ft. 200 54" LOOSAHATCHIE INTERCEPTOR STA. 25+00 TO 36+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE STA. 36+00 MATCHLINE STA. 48+00 GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 1 inch = 50 ft. 200 54" LOOSAHATCHIE INTERCEPTOR STA. 36+00 TO 48+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE STA. 48+00 MATCHLINE STA. 60+00 GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 1 inch = 50 ft. 200 54" LOOSAHATCHIE INTERCEPTOR STA. 48+00 TO 60+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 200 MATCHLINE STA. 60+00 MATCHLINE STA. 72+00 1 inch = 50 ft. 54" LOOSAHATCHIE INTERCEPTOR STA. 60+00 TO 72+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE STA. 72+00 MATCHLINE STA. 84+00 GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 1 inch = 50 ft. 200 54" LOOSAHATCHIE INTERCEPTOR STA. 72+00 TO 84+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE STA. 84+00 MATCHLINE STA. 96+00 GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 1 inch = 50 ft. 200 54" LOOSAHATCHIE INTERCEPTOR STA. 84+00 TO 96+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 200 1 inch = 50 ft. MATCHLINE STA. 96+00 54" LOOSAHATCHIE INTERCEPTOR STA. 96+00 TO 109+00 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 200 1 inch = 50 ft. LATERAL A - PLAN VIEW LATERAL B - PLAN VIEW LATERAL SERVICE LINES A & B PLAN & PROFILES LATERAL A - PROFILE VIEW LATERAL B - PROFILE VIEW OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

CONCRETE ENCASEMENT NOT TO SCALE SMALL DIA. BEDDING DETAIL (UNDER 36") NOT TO SCALE LARGE DIA. PIPE BEDDING DETAIL (36" & LARGER) NOT TO SCALE ABANDONED MANHOLE NOT TO SCALE NO. 7 MANHOLE RIM AND COVER NOT TO SCALE TOP VIEW FULLY DEVELOP INVERTS FOR ALL PIPE SEWER DETAILS TYPICAL SANITARY SEWER MANHOLE DETAIL NOT TO SCALE INSIDE DROP NOT TO SCALE OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

1 PLAN VIEW - LAYOUT DIMENSIONS BASE SLAB & WALL REBAR PLAN 2 3/8" = 1'-0" 3/8" = 1'-0" S 1 SIPHON STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 TOP SLAB PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0"

1 SECTION 2 SECTION 1/2" = 1'-0" 1/2" = 1'-0" S 2 SIPHON STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 BOTTOM MAT REBAR PLAN 4 TOP MAT REBAR PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0" 3/8" = 1'-0"

1 TYPICAL I.F. WALL REBAR ELEV. 1/2" = 1'-0" 2 TYPICAL O.F. WALL REBAR ELEV. 1/2" = 1'-0" 4 TYPICAL KEY DETAIL AT TOP SLAB & WALL N.T.S 5 ACCESS M/H/ ANCHOR DETAIL 1 1/2" = 1'-0" 6 TYPICAL CONCRETE CORNER REINF. DETAIL N.T.S S 3 3 TYPICAL UPTURN KEY DETAIL AT BOTTOM SLAB & WALL N.T.S TYPICAL WALL REBARS & DETAILS 54" LOOSAHATCHIE INTERCEPTOR LOOSAHATCHIE SEWER DIVERSION

BASE SLAB & WALL REBAR PLAN 2 3/8" = 1'-0" 1 PLAN VIEW - LAYOUT DIMENSIONS 3/8" = 1'-0" S 4 SIPHON STRUCTURE 2 54" LOOSAHATCHIE INTERCEPTOR 3 TOP SLAB PLAN 3/8" = 1'-0" LOOSAHATCHIE SEWER DIVERSION

1 SECTION 2 SECTION 1/2" = 1'-0" 1/2" = 1'-0" S 5 SIPHON STRUCTURE 2 54" LOOSAHATCHIE INTERCEPTOR 3 BOTTOM MAT REBAR PLAN 4 TOP MAT REBAR PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0" 3/8" = 1'-0"

BASE SLAB & WALL REBAR PLAN 1 PLAN VIEW - LAYOUT DIMENSIONS 2 3/8" = 1'-0" 3/8" = 1'-0" S 6 SPECIAL STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 TOP SLAB PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0"

1 SECTION 1/2" = 1'-0" S 7 SPECIAL STRUCTURE 1 54" LOOSAHATCHIE INTERCEPTOR 3 BOTTOM MAT REBAR PLAN 4 TOP MAT REBAR PLAN LOOSAHATCHIE SEWER DIVERSION 3/8" = 1'-0" 3/8" = 1'-0"

MATCHLINE: SEE SHEET 2 GRAPHIC SCALE ( IN FEET ) 100 0 50 100 200 400 1 inch = 100ft. OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE: SEE SHEET 3 GRAPHIC SCALE ( IN FEET ) 100 0 50 100 200 400 1 inch = 100ft. OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN MATCHLINE: SEE SHEET 1 OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE: SEE SHEET 4 MATCHLINE: SEE SHEET 2 GRAPHIC SCALE ( IN FEET ) 100 0 50 100 200 1 inch = 100ft. 400 OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

MATCHLINE: SEE SHEET 3 GRAPHIC SCALE ( IN FEET ) 100 0 50 100 200 400 1 inch = 100ft. OLD LOOSAHATCHIE INTERCEPTOR SEWER ABANDONMENT PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

VEGETATION SCHEDULE ZONE POORLY DRAINED SOILS BEST MARGINAL FEB 1 - MAR 20 SEPT 1 - SEPT 30 MAR 20 - APR 30 SEPT 30 - OCT 31 PREFERRED RATE/MIX (lb/ac PLC) 15 BROWNTOP MILLET* (NURSE CROP) 2 SWITCH GRASS 4 LITTLE BLUESTREAM 4 VIRGINIA WILD RYE 4 PURPLETOP 2 PARTRIDGE PEA APR 1 - JULY 15 REGION 1 WELL DRAINED SOILS 2 BLACK-EYED SUSAN 15 BROWNTOP MILLET* (NURSE CROP) 4 LITTLE BLUESTREAM 2 SIDEOATS GRAMMA 4 PURPLETOP 2 PARTRIDGE PEA HIGH MAINTENANCE APR 1 - JULY 15 2 BLACK-EYED SUSAN 15 BROWNTOP MILLET* (NURSE CROP) 2 PARTRIDGE PEA 45 RED FESCUE* 45 HARD FESCUE* 25 CHEWING FESCUE* *NON-NATIVE BUT DO NOT SPREAD ROCK CHECK DAM - VEE (TDEC 7.20) NOT TO SCALE FINAL STABILIZATION CONSTRUCTION EXIT (TDEC BMP 7.28) NOT TO SCALE NOT TO SCALE SLOPE PROTECTION TYPICAL SECTION NOT TO SCALE EROSION CONTROL DETAILS SILT FENCE (TDEC BMP 7.34) NOT TO SCALE OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER:SARP10 ENGINEER:FISHER & ARNOLD, INC.

GRAPHIC SCALE ( IN FEET ) 500 0 250 500 1000 2000 1 inch = 500ft. GRAPHIC SCALE ( IN FEET ) 50 0 25 50 100 200 1 inch = 50 ft. TRAFFIC CONTROL PLAN OLD LOOSAHATCHIE SANITARY SEWER INTERCEPTOR DIVERSION DEVELOPER: SARP10 ENGINEER: FISHER & ARNOLD, INC.

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