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10"BLIND <br /> FLANGE(4) <br /> 6"DIA x 8' 5.0' <br /> MATCH TO OAL 3 0' <br /> EXISTING BOLLARDS(6) <br /> GROUND <br /> SURFACE <br /> EXCAVATION — — — — — — — — — <br /> SPOILS- — <br /> COMPACT INQUIKRETE <br /> MAXIMUM 2-FT — — — — _CONCRETE <br /> MIX — I� r II <br /> LIFTS — — — — — ENCASEMENT(8) — — �- <br /> :. . — — — E: <br /> 10"SDR 17 SPOOL WITH <br /> 10"SDR 17 FLANGE- <br /> FIELD CUT TO HEIGHT(3) <br /> NO 8 COARSE <br /> AGGREGATE- <br /> MINIMUM 1-FT <br /> CLEARANCE <br /> FROM <br /> COUPLINGS(5) <br /> 1.5 <br /> NOTES: (UNLESS OTHERWISE SPECIFIED) TYP CLEANOUT ADDITION <br /> 1. CLEAN-OUT PORTS SHALL BE INSTALLED ON SCALE:3"=F-0" <br /> 10"ELEC FUSION <br /> COUPLINGS-STOP <br /> BOTH PRIMARY AND BACKUP SEEPWATER COUPLINGS <br /> 10 IPS MOLDED <br /> COLLECTION PIPELINES REMOVED IN FIELD(1) TEE SDR 17(2) <br /> 2. BLUE STAKE PERMITTING FROM MILL <br /> ENGINEERING DEPARTMENT IS REQUIRED <br /> PRIOR TO EXCAVATION. <br /> 3. ALL NO 8 COARSE AGGREGATE MUST BE <br /> PLACED IN 18"LIFTS AND TAMPED AROUND <br /> THE PIPE <br /> 4. ENGINEERING MUST BE CONTACTED AND MATERIALS <br /> APPROVE INSTALLATION PRIOR TO BACKFILL <br /> 5. EXCAVATION SPOILS MUST BE COMPACTED ID ITEM PART# QUANTITY <br /> IN MAXIMUM 2-FT LIFTS TO GRADE. (1) 10"ELECTRO FUSION COUPLINGS lOEFCPL 18 <br /> COMPACTION METHOD TO BE DETERMINED IN —NO STOP(FIELD REMOVE) <br /> FIELD AND SPECIFIED BY ENGINEERING <br /> (2) 10"IPS MOLDED TEES—DR17 IOHDPEITTM 6 <br /> 6. UNPROTECTED TRENCH SLOPES MUST BE 10"X APPROXIMATELY 20 FT HDPE <br /> MADE AT 1.5:1 MINIMUM AND FOLLOW ALL (3) PIPE SPOOLS WITH 10"DR 17 FLANGE IOX24OHDPEDR17FLGXPESPOOL 6 <br /> FMI OPEN TRENCH POLICIES ADPT AND 10"DI BACK UP RING ON <br /> ONE END—DR 17 <br /> 7. EACH CLEAN-OUT ADDITION MUST BE (4) 10"150#Blind Flange IOWFLG150RFBLNDI 6 <br /> PRESSURE LEAK TESTED TO MAXIMUM HEAD (5) NO 8 COARSE AGGREGATE TONN 36 <br /> AND APPROVED BY ENGINEERING PRIOR TO <br /> BACKFILL (6) 6"x 8'OAL BOLLARDS 6X960BOL 6 <br /> RUST-OLEUM 7400 YELLOW METAL <br /> 8. ALL STEEL SHALL RECIEVE ONE SHOP COAT (7) PRIMER 1 <br /> OF RUST-OLEUM 7400 YELLOW METAL <br /> PRIMER,EXCEPT AREAS TO BE FIELD WELDED (8) 50 LB BAG QUICKRETE MD{ 24 <br /> DWG.# REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY APPR DEPARTMENT APPROVALS ENGR: RH 01/28/2019 HENDERSON OPERATIONS TAILINGS AND WATER <br /> A ISSUED FOR DISCUSSION DRAWN BY: RH 01/28/2019 <br /> 1 CHECKED BY: SM,EN 05/01/,2019RACl%maXMolybdenu 3 DAM SEEPWATER <br /> 2 APPROVED BY: DB 05/01/2019 Freeport-McMoRan Company CLEANOUT ADDITIONS <br /> APPROVED BY: EMPIRE I PARSHALL,COLORADO DETAILS <br /> q SCALE: AS SHOWN SAFETY APP BY: 303-569-3221 506-5-1-XXX-05 SHT 5 OF 5 1 REV. <br />