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Z-5624 MapA 7.6FTW/P [,AND (/S680FFE-F- C6Q, A LAND I/SE BOFF6 R OF 67 F7: RE(?, ABANDON 8" F.M. F .— 6"x 22/2 `6"x45° INSTALL 6"SDR-26 PVC �. LEVEE - - — 615.0' INSTALL VERT. PIPE SUPPORT FL.(PIPE)=323.0 1 SSS, (TYP.) INSTALL 250 sy OF RIP RAP ( 1 AVG. DEPT R2 / PROPOSED 13 ac. POND ( SEE SHT. 3 -GRADING PLAN ) LOL OF RII'LRAP� sy ( 7'AVG. DEPTH) U IZ64, TIfF?T ALL SV51NL_s-� INSTALL VERT. PIPE I SUPPORT FL (PIPE)=323.0 W17_l AN OP,44 6 F4NC6_ WAY// _r� 014VARiFS9 INSTALL 350 sy OF rNRdBS• 5CRFeNrNG h'�rah"l ss�od�v RIP RAP( i'AVG. DEPTH) ,6f• r�►dSY l3E K� :Vr lo/f I I SYhYE' ��� h/AT�/RAL, d GANDS6AN6 SYRIP _��1 { - — - _ - - _1GK $Dr A n� IN. 2''CAG R 7R is Rig, i I I l WIT -11 AN AdERA 46 MIMING OF I o AN AdEAA44E S/'i1C/N� o F /off INSTALL (2) 12' a C.L. GATES \ ACCESS EASEMENT Irn , I I W W > W J it I I F .— 6"x 22/2 `6"x45° INSTALL 6"SDR-26 PVC �. LEVEE - - — 615.0' INSTALL VERT. PIPE SUPPORT FL.(PIPE)=323.0 1 SSS, (TYP.) INSTALL 250 sy OF RIP RAP ( 1 AVG. DEPT R2 / PROPOSED 13 ac. POND ( SEE SHT. 3 -GRADING PLAN ) LOL OF RII'LRAP� sy ( 7'AVG. DEPTH) U IZ64, TIfF?T ALL SV51NL_s-� a. I a. XONL, TH/S CAN BE Ac�coMO�/S/16D W17_l AN OP,44 6 F4NC6_ WAY// _r� 014VARiFS9 OD FACF FACrule• mWWARD OR FY rNRdBS• 5CRFeNrNG h'�rah"l ss�od�v _I - A LANG vsE LO BUFF99 OF 66FT, w REQ. LL I 0 Z- s�6y OB NO 605' 11% .•.� Off, • e INSTALL GATE 5 BOX (SEE SHT.6 NORMAL OPERATING ELEV. = 322.0 J ,1292 Bond Consulting Engineers DRAWN BV: GWC �7 Ll , 1010 S. Redmond Road i Jacksonville, Arkansas APPROVED BY 0 Ir /j_'ICLER ON- OUTS 1. 210' INSTALL 740' OF 10" SDR -26 PVC X0.25% DIST. BOX ( SEE SHT. 6 ) o N 0 h _r �0 hQ O� cow Q n/~ 6" GV. w/box Q (TYP) Q N RUCT / OF 3 STRAND BARB -WIRE FENCE / LAND use' SVFFEI� OF 67 FT. REQ. 16Sj 110 PUMP STA. (SEE SHT.1 ) 6" SDR -26 PVC HIG WTR. DISCHARG O. LINE OF 10 pV @ 10)'61,10 TEE CHLORINATION ( SEE SHT. 8 ) 80' OF 10" SDR -26 PVC e 0.25% I 1. PREPARED FCW SITE PLAN SHANNON HILLS WATER, SEWER, and FIRE PROTECTION WASTE WATER TREATMENT IMPROVEMENT DISTRICT,* 3 SHANNON HILLS , ARKANSAS 6"x 90° PT. OF DISCHARC FL= 312.05 GENERAL NOTES: "HP usi' 81)r-FIFR. OF 33 FT /N xllpvl RtR, / "- 60' L ANO I/SE RUPFRR OF 75 F7". R-cR. 1. Operator shall use existing meter located at main purtip station on Clayton Drive for metering of wastewater. 2. All PVC pipe shall be SDR -26, all D.I. pipe shall be Class 50, all fittings shall be D.I. LAND 115E SUFFER. of 66 Pr IN W/pTN RFQ. IZ64, TIfF?T ALL SV51NL_s-� a. il XONL, TH/S CAN BE Ac�coMO�/S/16D W17_l AN OP,44 6 F4NC6_ WAY// _r� 014VARiFS9 Z- s�6y OB NO 605' 11% .•.� Off, • e INSTALL GATE 5 BOX (SEE SHT.6 NORMAL OPERATING ELEV. = 322.0 J ,1292 Bond Consulting Engineers DRAWN BV: GWC �7 Ll , 1010 S. Redmond Road i Jacksonville, Arkansas APPROVED BY 0 Ir /j_'ICLER ON- OUTS 1. 210' INSTALL 740' OF 10" SDR -26 PVC X0.25% DIST. BOX ( SEE SHT. 6 ) o N 0 h _r �0 hQ O� cow Q n/~ 6" GV. w/box Q (TYP) Q N RUCT / OF 3 STRAND BARB -WIRE FENCE / LAND use' SVFFEI� OF 67 FT. REQ. 16Sj 110 PUMP STA. (SEE SHT.1 ) 6" SDR -26 PVC HIG WTR. DISCHARG O. LINE OF 10 pV @ 10)'61,10 TEE CHLORINATION ( SEE SHT. 8 ) 80' OF 10" SDR -26 PVC e 0.25% I 1. PREPARED FCW SITE PLAN SHANNON HILLS WATER, SEWER, and FIRE PROTECTION WASTE WATER TREATMENT IMPROVEMENT DISTRICT,* 3 SHANNON HILLS , ARKANSAS 6"x 90° PT. OF DISCHARC FL= 312.05 GENERAL NOTES: "HP usi' 81)r-FIFR. OF 33 FT /N xllpvl RtR, / "- 60' L ANO I/SE RUPFRR OF 75 F7". R-cR. 1. Operator shall use existing meter located at main purtip station on Clayton Drive for metering of wastewater. 2. All PVC pipe shall be SDR -26, all D.I. pipe shall be Class 50, all fittings shall be D.I. LAND 115E SUFFER. of 66 Pr IN W/pTN RFQ. PLANT EXIST. ALL-WEATHER RD. (TO BE RECONSTRUCTED) SCALE: I" ■ 60' DATE: DEC. 1992 SHEET 2 OF 13 IZ64, TIfF?T ALL SV51NL_s-� ACT111JTY BiF- Odfe FN6p FRDNI AD;3-AQFNT 91FS1D,6N7/gL OR XONL, TH/S CAN BE Ac�coMO�/S/16D W17_l AN OP,44 6 F4NC6_ WAY// _r� 014VARiFS9 FACF FACrule• mWWARD OR FY rNRdBS• 5CRFeNrNG h'�rah"l ss�od�v OFT, 6©r, o F �rf/� I3uF1=� R ARBA ,6f• r�►dSY l3E K� :Vr lo/f A M/N, 6FF•• WIPE SYhYE' ��� h/AT�/RAL, d GANDS6AN6 SYRIP _��1 { - — - _ - - _1GK $Dr A n� IN. 2''CAG R 7R is Rig, WIT -11 AN AdERA 46 MIMING OF #O'CT-' AND /8" NIAH 5//RuBs W17"N AN AdEAA44E S/'i1C/N� o F /off INSTALL (2) 12' C.L. GATES \ ACCESS EASEMENT , EXIST. 50' R/W PLANT EXIST. ALL-WEATHER RD. (TO BE RECONSTRUCTED) SCALE: I" ■ 60' DATE: DEC. 1992 SHEET 2 OF 13