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Z-5664 Map 8r ABANDON 8" F. M. I I �I 8"x 90° J O M v 3 cc J to a: a W W W J i W U lY UA JI W L71 Wl X W W 15' 37' -INSTALL VERT. PIPE SUPPORT IL (PIPE) -323.0 INSTALL 350SY OF RIP RAP (1'AVG. DEPTH) MAMA, 613.0 IO'EASEMENT rk LEVEE - - —� INSTALL VERT. PIPE SUPPORT FL (PIPE). 323.0 INSTALL 250 sy OF RIP RAP (I AVG. PROPOSED 13.9ac. POND ( SEE SHT 3 -GRADING PLAN • : • t1��7��! �r1� � wr/ry4[� ri�r i1 Zir rA • _ ./���i%%i ��':iii�rlliii„ii�i•OR itrl 090 a � r. r i er rrt•~ ri , S-fliR �.t�te�W t� 00 N 65' SETBACK 6 "x 45° I ,,'� PROJECT BOUNDARY 04 5350' OF CHAIN LINE FENCE w/BARB WIRE ARM PULASKI COUNTY SALINE COUNTY 10" CROSS w/2 CLEAN - OUTS 210' •INSTALL 740' OF 10' SDR -26 PVC P0.25% i DIST. BOX ( SEE SHT. 6 ) INSTALL 611SDR-26 PVC '3th; % (O V O� Q 4° rm' ^� � ;vim g C. 0. (TYP.) 6' (T Bond Consulting Engineers 1010 S. Redmond Road !dT Jacksonville, Arkansas 0 _ SITE PLAN WASTE WATER TREATMENT PLANT t0 215 1933 ° SHANNON HILLS , ARKANSAS - aGL� (0 0601 n DATT:DEc. 1992 Q APPROVED BY V h 0 IL a' a L` a - 15' 37' -INSTALL VERT. PIPE SUPPORT IL (PIPE) -323.0 INSTALL 350SY OF RIP RAP (1'AVG. DEPTH) MAMA, 613.0 IO'EASEMENT rk LEVEE - - —� INSTALL VERT. PIPE SUPPORT FL (PIPE). 323.0 INSTALL 250 sy OF RIP RAP (I AVG. PROPOSED 13.9ac. POND ( SEE SHT 3 -GRADING PLAN • : • t1��7��! �r1� � wr/ry4[� ri�r i1 Zir rA • _ ./���i%%i ��':iii�rlliii„ii�i•OR itrl 090 a � r. r i er rrt•~ ri , S-fliR �.t�te�W t� 00 N 65' SETBACK 6 "x 45° I ,,'� PROJECT BOUNDARY 04 5350' OF CHAIN LINE FENCE w/BARB WIRE ARM PULASKI COUNTY SALINE COUNTY 10" CROSS w/2 CLEAN - OUTS 210' •INSTALL 740' OF 10' SDR -26 PVC P0.25% i DIST. BOX ( SEE SHT. 6 ) INSTALL 611SDR-26 PVC '3th; % (O V O� Q 4° rm' ^� � ;vim g C. 0. (TYP.) 6' (T �P o� NA. (V A.. r Q 4, — 6" GV. w/box (TYP) 6'X45° /&) CO 6"x 22.12° 6'X 4.50 1 I 6"x 22-1/20 1 I QQ � I I �I `'�G ,gyp P PT. OF DISCHARGE \� `6PJ��� 23� Oole FL=312.05 �Q 50NP�� CHLORINE CONTACT CHAMBEN 12' ALL=WEATHER ROAD ( SEE GRADING PLAN ) " FARSHELL FLUME METERING STATION (SEE NOTE 3) IOx6>�10 TEE / NN 60' GENERAL NOTES: 1. Operator shall use existing meter located at main pu,rp station on Clayton Drive for metering of wastewater. _. All PVC pipe shall be SDR -26, all D.I. pipe shall be Class 50, all fittings shall be D.I. 3.-ontractor shall install a T.N: Mann:n-A PF Parshall Flume, with 11 -Eerie_ Soni- Level/Flow Transmttter. To be insfailed as Per manufacturers specifications. INSTALL (2) 12' C.L. GATES \\ACCESS EASEMENT 0 EXIST. RD. -TO BE RECONSTRUCTED PrvmFn: 9/9?L-rFI 1 1='11 rFR C17F R nui nAPIAlArnu JOB NO. 1292 Bond Consulting Engineers 1010 S. Redmond Road !dT Jacksonville, Arkansas PREPARED FOR SHANNON HILLS WATER, SEWER, and FIRE PROTECTION IMPROVEMENT DISTRIC# 3. _ SITE PLAN WASTE WATER TREATMENT PLANT t0 215 1933 ° SHANNON HILLS , ARKANSAS - aGL� (0 0601 DRAWN BY: �wc DATT:DEc. 1992 SHEET 2 OF 13 APPROVED BY V h �P o� NA. (V A.. r Q 4, — 6" GV. w/box (TYP) 6'X45° /&) CO 6"x 22.12° 6'X 4.50 1 I 6"x 22-1/20 1 I QQ � I I �I `'�G ,gyp P PT. OF DISCHARGE \� `6PJ��� 23� Oole FL=312.05 �Q 50NP�� CHLORINE CONTACT CHAMBEN 12' ALL=WEATHER ROAD ( SEE GRADING PLAN ) " FARSHELL FLUME METERING STATION (SEE NOTE 3) IOx6>�10 TEE / NN 60' GENERAL NOTES: 1. Operator shall use existing meter located at main pu,rp station on Clayton Drive for metering of wastewater. _. All PVC pipe shall be SDR -26, all D.I. pipe shall be Class 50, all fittings shall be D.I. 3.-ontractor shall install a T.N: Mann:n-A PF Parshall Flume, with 11 -Eerie_ Soni- Level/Flow Transmttter. To be insfailed as Per manufacturers specifications. INSTALL (2) 12' C.L. GATES \\ACCESS EASEMENT 0 EXIST. RD. -TO BE RECONSTRUCTED PrvmFn: 9/9?L-rFI 1 1='11 rFR C17F R nui nAPIAlArnu JOB NO. 1292 Bond Consulting Engineers 1010 S. Redmond Road !dT Jacksonville, Arkansas PREPARED FOR SHANNON HILLS WATER, SEWER, and FIRE PROTECTION IMPROVEMENT DISTRIC# 3. _ SITE PLAN WASTE WATER TREATMENT PLANT t0 215 1933 ° SHANNON HILLS , ARKANSAS - aGL� (0 0601 DRAWN BY: �wc DATT:DEc. 1992 SHEET 2 OF 13 APPROVED BY