2016-12-05_REVISION - M1980244

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 12/5/2016
• Doc Name: Adequacy Review #2
• From: Newmont
• To: DRMS
• Type & Sequence: TR81
• Email Name: TC1
• Media Type: D
• Archive: No

1/4"x 12112 x CONT.STEEL PLATE MATCH PLATE LOCATION FABRICATE ALL INSIDE AND
SHOWN IN DETAIL 3. 1/4"x 2'x CONT.PLATE WI H FABRCATE AL INSIDE AND 1/4 x 2'x COM.PLATE WTIH
SPLICE GAP SHALL NOT BE SMALLER OUTSIDE CORNERS FROM 1/4"x 24"x CONT.STEEL PLATE
THAN 1/I V AND NOT GREATER THAN 1/7 DIA THRU BOLTS AT 24' OUTSIDE CORNERS FROM 1/2'DIA THRU BOLTS AT 24'
1/4"x 2'x CONT.PINE WITH O.C.TO CLAMPO RUBBER ONE BEM PLATE DO NOT 1/4"x 24'x CONT.STEEL O.C.TO CLAMP RUBBER ONE BEM PLATE DO NOT SPLICE GAP SHALL NOT BE
1/S".CONNECT TO STEEL ANGLE WITH 1/2'DIA.THRU BOLTS AT 24 MEMBRANE TO STEEL PLATE. SPIKE FLAT IN CORNERS. PLATE.SPLICE GAP SHA-L MEMBRANE TO STEEL PLATE SPLICE PLATE IN CORNERS. SMALLER THAN 1/16'AND NOT
1211/2'DIA THRU BOLTS AT 24"O.C. O.C.TO CLAMP RUBBER GREATER THAN 1/8'
NOT BE SMALLER THAN
L6x6x5/16 x CONT.CONECT TO
MEMBRANE TO STEEL PLATE. 518'DIA.x 4"CONCRETE WEDGE 111IT AND NOT GREATER 5/8"CIA x 6"CONCRETE
N
ANCHORS
NTALSL SLOTTED
— IFVvNI/8" CENTERED
DGE EREDIN ' HSSlDQxl/4xCONT.
CONCRETE WALL WITH S/8"DIA. v_ RUBBER MEMBRANE APPLIED HORITONTALSLOTTEDHOLES `� � CENTERED IN2' `�
WEDGE BOLTS @ 24"O.C.CENTERED TO TOP OF CONCRETE WALL SPACED AT 24"O.C.AT LOWER ADD NEW STRUCTURAL FILL HORI20NTAL SLOTTED HOLES SHIM TO ALLOW STEEL
IV T SLOTTED HOLES WITH 4" AND WRAPPED UNDER STEEL ANCHORS AND AT 43"O.C.AT PLATE TO MISS EXSTING
EMBEDMENT. a ` ANGLEANDAROUNDSIEEL UP TO TOP OF SPACED METAL BUILDING WALL
•'• ,• UPPER ANCHORS. . _d. WALL.COMPACTED TO95%. LOWER ANCHORS AND AT I.4'
° PLATE AND CONNECTED AT FRAMING.
A3RKATEALLIr51DEAND 4 , I — — 48"O.C.ATUPFER —
OUTSIDE CORNERS FROM �; TO OF PLATE. ANCHORS.
ONEBEMPLATEDONOT ` ° °• EXISTING CONCRETE RUBBER MEMBRANE APPLIED _ III�111� RUBBERNEMBRANEAFPLIE]
SPLICE PLATE IN CORNERS. 4 ° ° SECONDARY CONTAINME N TO FACE OF CONCRETE WALL - L•d. ° I I TO FACE OF CONCRETE WALL +4,•°
a „a •. •. , RETAINING WALL BEYOND. AND WRAPPED AROUND STEEL `f EXSTINGCONCRETE AND WRAPPED AROUND STEEL EXRTINGCONCRETE
SEE DETAIL 5 FOR SEALING . •'° EXISTING CONCRETE STAIR PLATE AND CONNECTED AT ++ SECONDARY CONTAINMENT TUBE AND PLATE AND SECONDARY CONTAINMENT
THE JOINT BETWEEN THE LANDING. TOP OF PLATE. I- I I I I RETAINING WALL CONNECTED AT TOP OF PLATE. RETAINING WALL.
MEMBRANE AND THE a.' j • e'•' ♦.
CONCRETE •: . 4 0 . C . • : ° SEEDETAIL5FORSEAUNG SEE DETAILS FOR SEALING
4 THE JOINT BETWEEN THE 4 THE J014T BETWEEN THE 4 ' °' • °
• MEMBRANE AND THE ` EXISTING SOIL GRADE.
e MEM6RANEANDTHE
e ° CONCRETE. I REMOVE GRAVEL BASE TO BE CONCRETE.
i i y RE-USED ABOVE.
' '4 : :, Ili Ili
°
EXISTING CONCRETE SLAB i
ON GRADE SEE PLAN. -
EXISTING CONCRETE SLAB ° °
IX6P.NG CONCRETE SLOB
° ON GRADE SEE PLAN. _ _ ON GRADE,SEX PLAN. 4'' I
c q .4 °• : q e q .• . •' EXISTING CONCRETE . . . q t• : • IXIINGCONCRETE
CONTRACTOR SHALL GRIND CONCRETE °• a°' ° °4. ' d'• CONTRACTOR SHALL GRIND CONCRETE ° °�' ea. ' FOOTING. CONTRACTOR SHAL GRIND CONCRETE ° e°' a FOOTING.
SURFACESMOOTHWHERERUBBER : d, �. SURFACE SMOOTH WHERE RUBBER °° a SURFACE SMOOTH WHERE RUBBER
°°
MEMBRANE 6 M CONTACT WITH THE MEMBRANE S IN CONTACT WITH THE MEMBRANE IS IN CONTACT WITH THE.
CONCRETE AND SEAL RUBBER TO i CONCRETE AND SEA'.RUBBER TO 1 CONCRETE AND 5EAL RUBBER TO
CONCRETE USING THREE(3) CONCRETE USING THREE)3) CONCRETE USING THREE Ql
CONTINUOUS BEADS OF 1/2 DIAMETER \—"EXISTING CONCRETE CONTINUOUS BEADS OF 1/7 DIAMETER CONTINUOUS BEADS OF 1/7'DIAMETER
GE SIICONE I CAULK OR APPROVED FOOTING. GE SILICONE II CAULK OR APPROVED GE SILICONE B CAULK OR APPROVED
EQUAL EQUAL. EQUAL.
P
NTAINMENT EXTENSION AT STAIR PLATFORM DETAIL CONTAINMENT EXTENSION A' TYPICAL FOUNDATION WALL DETAIL CONTAINMENT EXTENSION AT EXISTING BUILDING FOUNDATION
NO SCALE NO SCALE
DETAIL NO SCAT
MATCH PLATE LOCATION HOWN IN DEAll2. 114 x 121/T x CONT.STEEL PLATE NEW STEEL ANGLE,SEE DETPJ'_4 NEW STEEL ANGLE,SEE DETAIL 1
"
SPLICE GAP SHALL NOT BE SMALLER
THAN 1/16"AND NOT GREATER THAN
1/8'.CONNECT TO STEEL ANGLE WITH
1/4'x 2'x CONT.PLAT:WITH (2)112'DIAT149111kOLiSAT24"O.C. e e e
1/7DIA.THRU BOLTS AT24' E� 16x6x5116xCONT. ® e e
O.C.TO CLAMP RUBBER `?
MEMBRANE TO STEEL PLATE. CONECT TO CONCRETE
WALL WITH 5/8"DIA.
a.+ WEDGE BOLTS C 24" NEW STEEL TUBE,SEE
RUBBER MEMBRANE APPLIED TO TOP OF CONCRETE WALL °.w N°q" O.C.CEN ERED IN 3" DETNL 3 O O
AND WRAPPED'JNDER STEEL SLO7ED HOLES WITH C
ANGLE AND AROUND STEEL ° EMBEDMENT.
PLATE AND CONNECTED AT v • °
Ilk,
TOP OF PLAT 4 d • df I El I � EXG CONCREE
SEE DETAIL 5 FOR SEALING a STW
, ° ° SECONDARY CONTAINME
�il�lll=
THE JOINT BETWEEN THE q C�IC�14 RETAINING WALL BEYOND.
MEMBRANE AND THE •, e ° a'• �ICllEli. NEW STEEL PLATE,SEE DETAIL2
CONCRETE. DUSTING CONCRETE STAR EXISTING CONCRETE
4'' P DING. FOUNDATIONS.
.. •
ABkICAIE ALL INSIDEAND ° n I I I ADD NEW STRUCTURAL FILL
OUTSIDE CORNERS FROM d' .•a , UP TO 6"BELOW TOP OF
ONE BEM PLATE DO NOT • '• • `' I WALL COMPACTED TO 95 CONTRACTOR SHALL CAULK THE
SPLICE PLATE IN CORNERS. `• •' CRACK BETWEEN THE RUBBER
EXISITNGSCILGRADE.
REMOVE GRAVE BASE MEMBRANE AND THE EXSTING
EXSiINGCOrJCRETESIAB a ,' CONCRETE WALL WITH GE
ON GRADE SEE PLAN. a. • TO BE RE-0SEDABOVE. SILICONE11 CAULK ORAPPROVED
q t• ; q EQJALSOTHATTHEREISAWATER
CONTRACTOR SHALGRWDCONCRETE • • d ° TIGHT SEAL BETWEEN THE
SURFACE SMOOTH WHERE RUBBER a. °d MEMBRANE AND THE CONCRETE
MEMBRANE 5 IN CONTACT WITH THE • �— • •' a • AT ALL CONTACT LOCATIONS.
CONCRETE AND SEAL RUBBER TO I
CONCRETE USING THREE(3)
CONTINUOUS BEADS OF 1/2 DIAMETER EXISTING CONCRETE
GE SILICONE 1 CAULK OR APPROVED FOOTING.
EQUAL
CONTAINMENT EXTENSION AT STAIR PLATFORM AND EXISTING CONTAINMENT EXTENSION ELEVATION AT STAIR PLATFORM DETAIL
4 BUILDING FOUNDATION WALL DETAIL NO SCALE 0 NO SCALE
Rev. 2 - 11-28-2016