HomeMy WebLinkAboutB17-0340_2 of 5_1507837260.pdf ,O (A k AI. NO 5 _
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1.1 THE MICPOPILE5 HAVE BEEN 9E51GNEt7,IN PARC IN ACCOtJ7ANCE WITH GUDELINE5 CONTANNED IN 1.10 THE 5LPPOPT OF EXCAVATION 15 DESIGNED TO ACCOMMODATE NORMAL CON511ZUCTION
MICROPILE DESIGN&CONSTRUCTION GUII'EI-INE FHWA-NH2-05-039 t7ECEMPEF 2005, A PCS LAMS OF MAMMALS ANP LIGHT TKUCK5,PUT NOT NAVY PONT'LOA95 FROM C.ANE5 O #�,
OP
ENT, 'Pr
1.2 MICPOPILE:FY=96,563 psi. A5TM A-6I5. 10/12/1
MICPOPILE GROUT: FC=3,000 psi,28-PAY COMPRESSIVE STRENGTH, GROUT MAY PE NEAT 1.11 SOIL DATA!MM.-WAS TAKEN FROM GEOTECHNICAL 511I2Y,CAE5AR INC..PRO.LC1 NO,I3,271A,
CEMENT OP NEAT CEMENT WITH SAND,TYPE-I OP III CEMENT,IN ACCOP.0ANCE WHIT ASTM C-I50 MISSTEP MARCH 13,2015,,
CONCRETE FOP CAP BEAM F'c=3,500 psi
REINFORCEMENT 5TEEL: FY-60,000 psi. A5TM A-615 1.12 ALL EASEMENTS AND PERMITS NECE55ARY FOP THE SHO?ING DESIGN SHOWN ON TI-E5E PLAN5
STEEL PLATES:ASTM A-36 SHALL I3E OBTAINED BY O1HEP5 T3EFO?E BEGINNING INSTALLATION OF SHORING.
1,5 MICPOPILE5 WILL BE 1-405 NON-DOME5TIC HOLLOW BAR OF APPROVED EQUAL, I,13 ALL KNOWN UTILITIES IN THE PROXIMITY OF TIE SHORING ARE SHOWN ON THE PLANS. THE
17I5COVEPY OF ANY U11LIT1E5 THAT MAY CONFLICT WITH 11-E 9-TOPING RESIGN SNOLLP BE
1,4 LOCATIONS AND QUANTITIES OF MICPOPILES ARE APPROXIMATE AND WILL PE FINALIZEt2 DUPING IMMEDIATELY PPOLk HT TO THE ATTENTION OF 11-E YENTER COMPANIES ENGINEER.
CONSTRUCTION,
1.14 GENERAL CONTPACIOP 15 1:E5PON5IBLE FOR 5URFACE DRAINAGE, CONTRACTOR SHALL GM 511E
1.5 CEMENT GROUT WILL BE INSTALLED IN 5LFFICIENI QUANTITY TO FILLY ENCAPSULATE 11-E NAIL TO TO PREVENT FLOW OF WATER INTO THE EXCAVAT10N OR BEHIND 11-F SU'POPIOF EXCAVATION,
11-E COLLAR OF THE HOLE.
1.15 GENERA.CONTRACTOR TO PROVIDE WPM.AND/OP FENCING TO MEET O9-IA REQUIP.EMEN1,
1.6 SOIL PARAMETI;P5 PEPPESE1411N6 IN-5I1U 50IL ARE A5 FOLLOWS;
C=0 psf 1.16 11-1ETT 151HE P0551BILITY THAT MICROPILE5 WILL BE 1N51At-I-EP N DRILL HOLES WHICH PENETRATE
4:i=35' THROUGH 5Lp51.1REACE BOULDERS, EXCAVATION CONTRACTOR MUST EXERCISE CAUtiON IN EXPOSING
y=130 pcf STABILIZED FACE,AS A BOULDER WHICH HAS BEEN PENETRATED BY MICROPILE5 MAY EXTEND FROM
THE 5TABIUZED ZONE OUT BEYOND 1YE NEAILINE OF THE EXCAVATION. GENERAL CONTRACTOR
1.7 GROUND WATER 15 ESTIMATED 10 t3F BELOW THE BOTTOM OF EXCAVATION. WILL IMPLEMENT AND DIRECT A PROCEDURE TO ELIMINATE THE PORTION OF 11WE BOULDER WHICH
EXTEND5 OUT BEYOND THE NEAILINE OF THE EXCAVATION,
1.8 GROUND WATER CONDI11ON5115COVERCP TO THE CONNTP.APY SHOILD PE BROUGHri0 THE
ATTENTION O'11-E ENGINEER. 2,0 MICkOF 11. WAC[ CON51MUC11ON
1.9 CONTACT UTILITY NOTIFICATION CENTER OF COLORAD01-800-922-1987 FOP UI1LUi LOCATION.
CALL 2 BUSINESS PAYS IN AI2VANCE BEFORE PIGGING,GRADING,OF EXCAVATING FOR!MY 2,1 MICPOPILE5 HOLE5 SHALL BE DRILLED TO DEPTH AND GROUTED IN-PLAIl.
LOCATES.
2,2 TOP OF GRADE BEAM CAP SHALL BEI FT,[ELOW FINISHED GFAI7E,
2.3 A GSE BEAM/MICPOPILE CAP SHALL BE FORMED AROUND 11'E MICPOPILE5 INCORPORATING THE
ENP HAJPWAPE INSIDE THE REBAR CAGE, THE FORMED GRADE BEAM SHALL BE CLEANED OF DRILL
CUTTINGS ANP EXCE55 GROUT,
2.4 INSTALL GRADE BEAM REINFORCEMENT STEEL AND FILL WITH CONCRETE, LAPSPLICES FOP 44
CONTINUOUS PAR SHALL 13E 28",
nes 050N,INCL1V5 1-5 MAW Auv 55 CALCILM1G 6 Kt NOM 52.ELYFOR
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CON511'�fK7N OF 17E1 YFIM hIEN115 IJJKMED N 1115 GE52A YENIfRCOMPMEN.
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SN-S MAN nE N1,.0M1211 OF 1f1.7ER COMPMES,NC.15DrAWW6AV
Cl4.CLLAi1CW SAY,NOTrYCONED,mNODANI'.ORIErpwrictrSE 11451;E5 55
4,011E1•4 PR?550'1 OE YENR2COMPA.15,f5,
COVYA'NI 1017,TENTER COMPINE5,NC N.L H21151t53NEU,
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Sheet Revision Project No. Code:
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`�.■'/o °). E SrF�, D9/4/16 ISSUED FOR CONSTRUCTION c MCM GENERAL NOTES 2017_ 20300 W. Highway 72
o - Project: Aa Arvada, CO 80007
23579 = • Vail Valle Medical Center
r l �'' Design by: Drawn By: y RUN a Phone: 303-279-4458
Att-A, (tis
V`Poi ` EGsz■■1, �(4r�l- MCM RLE Sheet No.: Fax:303-279-0908
YENTER COMPANIES,INC. www.yenter.com
Date: Checked 6y: 2 of 5
�'i"".•■ri'r+"i''I1 September 14,2017 MCM