2015-05-15_REVISION - M1977208 ‎(2)‎

• Permit No: M1977208
• IBM Index Class Name: REVISION
• Doc Date: 5/15/2015
• Doc Name: Request TR13
• From: CEMEX
• To: DRMS
• Type & Sequence: TR13
• Email Name: MAC
• Email Name: WHE
• Media Type: D
• Archive: No

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CARBON SILO
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t (TOP k BOTTOM)
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45 (W OTKI SEO
(Typ.._ _ , oTHERs)
PLAN
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PLAN
SECTION B—B
T. MCHOR BOLT TYPE, SIZE AND LOCATTOH S K NST—ED IN ACCORDANCE WOH THE SED OESIGIT 04—
2. BM — ME NOT SHOWN ON THE DMMNCS. ALL EDGE Sub SNNL K UiPEO IN ACCORDANCE WOH ICI
3I8-11 AHD NFO,—TOH FRONDED ON Dw.MNG NO. %. KL O1HER BMS Tlai REOUNE ZAPS SHALL HAVE
W IENGTNS IN ACCORONR:E WITH ACI ]Ie -I I AS Slgwx ON OPAWRTG H0. %.
]. REMOVE Ill E%ISRNG CONCRETE — FRMT PROPOSED FOOTING LOCATNN PER DMECRON FROM THE ENGINEER
N THE FIELD. COOPORMTE N E%iSiNG WGUATIN. TOPSOL OEBMS AND OTHER DELETERKKIS 1NTERIAI.S
SIMLL K REMOVED FROM THE MFA OF COIISTRLTCOOII. THE FOOTING MFA SHMLD M SCMRTED TO A DEPTH
OF B INCHES. REMOVE ANY LDOSE MATFRW. M EXP CUYE'F MUENALS AND KI—E WITH COMPACTED
GWVAAAR RLL THE GRAMTION OF THE GRNRAM FRL SH— K SUN.IITTED FOR REVIEW W THE ENGINEER.
THE GRAMRIR FILL SFTGRD K COMPACTED TO AT LEAST M PERCENT OF THE NUMM DRY DENSRY PER MITI
DIM7. WRH THE MOCM1E COHiEM BEND WIIHN 2 PERCENT OF THE OPRMUY —JE. THE GEOTECMNI—
ENGINEER M THE FIELD SHNL NSPECT THE FRML —VATEO MO PREPARED SURFACE P TO I—EMENT OF
ANY GRANIHM FEL OR RENFORLNG $IEEE
4. THE FOOTING ORENTATIOM ANO LOCATION S K VERIFTFD IN THE FTF1D W THE ENGINEER.
S. FOOFNIG CONCRETE SNALL IMVE A 2e -DAY COMPRESSNE STRENGTH (F -C) OF 4.000 M.
B. LINE SILO AND ACMATED CARBON SILO TO K CENTERED ON TOP OF THE FOOT—
REVIBRJNS I 'INP
A/cona-X SILO FOUNDATION DETAILS
amec foster wheelerL.E INJECTION SYSTEM
IF BOULDER COMTY. C0.0RWD
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SECTION B—B
T. MCHOR BOLT TYPE, SIZE AND LOCATTOH S K NST—ED IN ACCORDANCE WOH THE SED OESIGIT 04—
2. BM — ME NOT SHOWN ON THE DMMNCS. ALL EDGE Sub SNNL K UiPEO IN ACCORDANCE WOH ICI
3I8-11 AHD NFO,—TOH FRONDED ON Dw.MNG NO. %. KL O1HER BMS Tlai REOUNE ZAPS SHALL HAVE
W IENGTNS IN ACCORONR:E WITH ACI ]Ie -I I AS Slgwx ON OPAWRTG H0. %.
]. REMOVE Ill E%ISRNG CONCRETE — FRMT PROPOSED FOOTING LOCATNN PER DMECRON FROM THE ENGINEER
N THE FIELD. COOPORMTE N E%iSiNG WGUATIN. TOPSOL OEBMS AND OTHER DELETERKKIS 1NTERIAI.S
SIMLL K REMOVED FROM THE MFA OF COIISTRLTCOOII. THE FOOTING MFA SHMLD M SCMRTED TO A DEPTH
OF B INCHES. REMOVE ANY LDOSE MATFRW. M EXP CUYE'F MUENALS AND KI—E WITH COMPACTED
GWVAAAR RLL THE GRAMTION OF THE GRNRAM FRL SH— K SUN.IITTED FOR REVIEW W THE ENGINEER.
THE GRAMRIR FILL SFTGRD K COMPACTED TO AT LEAST M PERCENT OF THE NUMM DRY DENSRY PER MITI
DIM7. WRH THE MOCM1E COHiEM BEND WIIHN 2 PERCENT OF THE OPRMUY —JE. THE GEOTECMNI—
ENGINEER M THE FIELD SHNL NSPECT THE FRML —VATEO MO PREPARED SURFACE P TO I—EMENT OF
ANY GRANIHM FEL OR RENFORLNG $IEEE
4. THE FOOTING ORENTATIOM ANO LOCATION S K VERIFTFD IN THE FTF1D W THE ENGINEER.
S. FOOFNIG CONCRETE SNALL IMVE A 2e -DAY COMPRESSNE STRENGTH (F -C) OF 4.000 M.
B. LINE SILO AND ACMATED CARBON SILO TO K CENTERED ON TOP OF THE FOOT—
REVIBRJNS I 'INP
A/cona-X SILO FOUNDATION DETAILS
amec foster wheelerL.E INJECTION SYSTEM
IF BOULDER COMTY. C0.0RWD