JOHNSTON COUNTY DEPARTMENT OF UTILITIES DUCHESS DOWNS FORCE MAIN IMPROVMENTS OCTOBER 2017
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1 DEPRTMENT OF UTILITIES FORE MIN IMPROVMENTS OTOER 2017 Owner: Johnston ounty ORD OF OMMISSIRS Jeffrey P. arver - hairman Ted G. Godwin - Vice hairman ookie Pope llen L. Mims, Jr. had M. Stewart Keith ranch Larry Wood PROJET RE PLN INDEX 1 - OVER 1 - PLN ND PROFILE 2 - PLN ND PROFILE D1 - DETIL D2 - PUMP STTION ND DETIL ounty Manager Rick J. Hester VIINITY MP NOT TO SLE
2 90 DIP END 90 DIP END 45 DIP END 45 DIP END 45 DIP END NEW SDR-21 PV FORE MIN 22 DIP END NEW IR RELESE VLVE 45 DIP END 22 DIP END GLENN SHEPPRD D 4989, PG 990 O LIVING TRUST D 2632, PG 193 PIN# DIP END LOTE NEW FORE MIN WITH 2' HORIZONTL LERNE ETWEEN GRVITY ND EXISTING FORE MIN PLN SLE: 1" = 50' NEW IR RELESE VLVE DIP 3' MIN. NEW SDR-21 PV FORE MIN PROFILE SLE: Horizontal 1" = 50' Vertical 1" = 10' SE DT FROM SUILT DRWINGS PREPRED Y SOUTHWIND SURVEYING, ND ENGINEE, IN DONLD W. HMILTON ENGINEER S SHOWN PLN ND PROFILE FORE MIN IMPROVEMENTS P.O. ox 2263 Smithfield, N
3 GTE VLVE 90 DIP END 90 DIP END 2-90 DIP END UT IN x TEE NEW SDR-21 PV FORE MIN 22 DIP END INSTLL HEK VLVE IN EXISTING FORE MIN T LOTION SPEIFIED Y THE OUNTY REPRESENTTIVE EQ ST UL ST. 1 ITY: K HE = D WILLIMS 2006 FMILY LIMITED PRTNERSHIP D 3144, PG DIP END 22 DIP END DRY ORE75' OF STEEL ENSEMENTS LOTE NEW FORE MIN WITH 2' HORIZONTL LERNE ETWEEN GRVITY ND EXISTING FORE MIN PLN SLE: 1" = 50' NEW SDR-21 PV FORE MIN 3' MIN. FORE MIN SHLL E INSTLLED Y ORE & JK W/ STEEL ENSEMENT SE DT FROM SUILT DRWINGS PREPRED Y SOUTHWIND SURVEYING, ND ENGINEE, IN DONLD W. HMILTON ENGINEER PROFILE SLE: Horizontal 1" = 50' Vertical 1" = 10' S SHOWN PLN ND PROFILE FORE MIN IMPROVEMENTS P.O. ox 2263 Smithfield, N 27577
4 NOTES: 1. ONRETE SHLL E 3,000 PSI MIN. 2. ONRETE FOR THRUST LOKING SHLL E KEPT FIRLY DRY, THUS MKING THE ONRETE WEDGE SHPE MORE ESILY FORMED WITH THE WIDEST PRT (LOKING RE) GINST UNDISTURED SOIL. 3. NO ONRETE SHLL OVER NY OLTS OR GLNDS. 4. LL FITTING ND ESSORIES TO E WRPPED WITH 10 MIL POLYETHYLENE PRIOR TO POU LOKING. 5. VOLUME OF THRUST LOKING SHLL E S SHOWN ON THE THRUST LOKING SHEDULE. 1'-11 1/2" 15" 38 1/2" THRUST OLLR ONRETE THRUST LOK T 45 END. SEE THRUST LOK DETIL FOR DIMENSIONS OF LOK. MIN. MIN. PLN ENDS 1 MIN. - Ø & LESS 2 MIN. - Ø & GRETER 45 UNDISTURED SOIL (TYP.) PLN TEES 1 MIN. SQ. D SQ. NOTES: MIN. 10 LF DIP FORE MIN ENTERED ON MNHOLE 1. FORE MIN SHLL E DUTILE IRON PIPE 10 LF ENTERED ROSS MNHOLE. 2. IN LIEU OF DIP FORE MIN MNHOLE, -900 PIPING WITH ONRETE RDLE MY E USED. 3. ONTRTOR TO INSTLL FORE MIN T DEPTH REQUIRED TO FILITTE INSTLLTION OF IR RELESE MNHOLE T HIGH POINT OF LINE. 4. INTERIOR OF MNHOLE INLUDING LL PIPING SHLL E FTORY EPOXY OTED MIN. 50 mil SURFE DRY. EPOXY SELER PRIME OTING & FINISH OTING SHLL E NSP100 & NSP 120 OR ROLINE PLSITE 4500S. FLEXILE SEL 5' DI. PREST ONRETE MNHOLE WITH FLT TOP GTE VLVE 3 4 " S.S. THREDED RODS ONRETE THRUST LOK T 90 END. SEE THRUST LOK DETIL FOR DIMENSIONS OF LOK. ROD REQUIREMENTS SIZE OF 45 END STTI THRUST IN POUNDS NUMER OF RODS REQUIRED 4,328 7,694 17,312 30,779 10' MX. 48,091 8 LL PIPE SEGMENTS LESS THN 10' SHLL REQUIRE RODDING PIPE SIZE SETION X-X ENDS & TEES 90 END 45 END 22 1/2 END PLN & ELEV. PLUGS 11 1/4 END TEE 9" PLUG D 5' DI. PREST ONRETE MNHOLE WITH FLT TOP FINISHED GRDE PLN LOKLE 2 & OVER NDOT TRFFI RTED W/ 1" DRILLED VENT HOLE USE STINLESS STEEL HEXHED OLTS FLUSH WITH FINISHED GRDE. ONNET FRME TO TOP WITH 4 3/ SSTL EXPNSION OLTS. 2 69,252 GENERL NOTES 1. RODS ND NUTS SHLL E OF TYPE 304 OR TYPE 316 STINLESS STEEL. 2. ONRETE SHLL NOT ONTT OLTS OR ENDS OF MEHNIL JOINT ENDS " 22" 2 13" " 11" 1 9" 19" " 30" " 30" 21" " 11" 21" 21" 2 5 5' MIN. 2 MIN. MNHOLE STEPS SHLL E PLED O.. WHEN DEPTH OF MNHOLE EXEEDS 5'. VERTIL END RODDING ND LOKING DETIL NOT TO SLE THRUST LOK DETIL TPPING SDDLE MIN. #57 ST SETION GTE VLVE MNHOLE FOR FORE MIN NOT TO SLE DETILS FOR UTTING ND REPLING PVEMENT NOT TO SLE MIN 4'-0" ± NHOR ONRETE THRUST OLLR (3,000 P.S.I.) D.I.P. MIN REINFO SETION UNDISTURED SOIL ONRETE THRUST OLLR (3,000 P.S.I.) TO MINS = 12-NO. 7 RS TO 3 MINS = 12-NO. 8 RS RS PLED S SHOWN FOR USE IN PVED RES FOR USE IN UNPVED RES TRENH WLL NHOR PLN D.I.P. MIN UNDISTURED SOIL TRENH WLL TMPED KFILL FINISHED GRDE IN PVED RE SE OURSE TMPED KFILL MIN " VLVE OX OVER 7 1 2" MIN. 1" FINISHED GRDE IN UNPVED RE ONRETE PROTETOR VLVE OX HND PLED DENSELY OMPTED KFILL TO 1 FT. OVE TOP OF PIPE PIPE SHLL E EDDED UP TO SP LINE ND MINIMUM ELOW OTTOM OF PIPE WHEN WET RES RE ENOUNTERED. UNDISTURED ERTH PIPE DIMETER,, 2 30" 3 ONRETE THRUST OLLR SHEDULE 1-0" 1'-2" THRUST OLLR INSTLLTION NOT TO SLE NHOR OLLR 2" 2" 3" 3" S REQUIRED FORE MIN TMPED KFILL SETION VLVE NOTES: 1. D.I.P. MY E USED FOR VLVE OX EXTENSIONS. 2. VLVE OX SHOULD NOT ONTT WTER MIN OR VLVE. 3. ONRETE PROTETOR SHLL E USED IN LL UNPVED RES. TMPED KFILL LOKING EDDED PIPE SHPED SUGRDE SHLL PROVIDE E LONG ENTIRE LENGTH OF PIPE RREL PIPE O.D. 1/2 PIPE O.D. 2 + O.D. MX. + O.D. MIN. FORE MINS Ø ND SMLLER SHLL HVE MINIMUM OF 3' OVER. FORE MINS LRGER THN Ø SHLL HVE MINIMUM OF 3'- OVER. FORE MIN PIPE LYING ONDITION "E" ELETRONI MRKER LLS T 100' ON ENTER & T ENDS. MRKER LLS SHLL E INSTLLED T 1 1/2 TO 2' DEEP. MRKER LLS SHLL E INSTLLED ONURRENTLY WITH PIPE. MRKER LLS SHLL NOT E INSTLLED FTER TRENH HS EEN OMPLETELY KFILLED. VLVE ND VLVE OX INSTLLTION NOT TO SLE PIPE LYING ONDITION NOT TO SLE S SHOWN DETIL FORE MIN IMPROVEMENTS P.O. ox 2263 Smithfield, N PGE D1
5 WYE GTE VLVE EXISTING PV FORE MIN - 45 DIP END x INRESER x INRESER FORE MIN onstruction Sequence 1. Obtain all necessary permits. 2. all Thad Valentine, NDENR Land Quality at (919) for on-site inspection by Inspector. 3. Install gravel construction entrance, temporary diversions, silt fencing, sediment basins or other measures as shown on the approved plan. lear only as necessary to install these devices. 4. egin clearing and grubbing. Maintain devices as needed. Rough grade site. ll disturbed ditches shall be stabilized immediately with matting. 5. Install storm sewer (if shown) and protect inlets with silt fencing, sediment traps or other approved measures as shown on the plan. 6. egin construction on pipelines. 7. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Install stabilization, temporary or permanent, at maximum intervals every 5,000 LF or 15 working days, whichever is sooner. 8. Trenches shall be backfilled and check dams shall be installed in ditches adjacent to work area daily. 9. ll areas shall have positive drainage following final grading. 10. When construction is complete and all areas are stabilized completely, call for inspection by Inspector. 11. If site is approved, remove construction entrance, temporary diversions, silt fencings, sediment basins, etc. and seed out or pave any resulting bare areas. ll remaining permanent erosion control devices (such as elocity dissipaters) should be installed now. 12. When vegetation has become established, call NDENR at (919) for final site inspection by Inspector. ll sediment and erosion control devices shall be checked and maintained weekly or after any runf producing rainfall event. TO E REPLED Y OUNTY WITH FIRNKS MORSE 5432 MUK 1770 RPM, 14 HP S SHOWN PUMP STTION ND DETIL FORE MIN IMPROVEMENTS P.O. ox 2263 Smithfield, N D2
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