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GROUT COLUMN GENERAL NOTESei
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1. DESIGN BASIS: . - ,;- 1 n:O 1.1,
A. 2012 INTERNATIONAL BUILDING CODE. �/ ., 42839
B. EXCAVATION BRACING IS DESIGNED TO BE TEMPORARY SUPPORT. %-0 4_ r cr 00 ivy
0 C. THE EXCAVATION IS DESIGNED TO ACCOMMODATE NORMAL CONSTRUCTION SURCHARGE OF MATERIAL AND LIGHT I. jit)i �yt'•lv�
TRUCKS, NOT HEAVY POINT LOADS SUCH AS: CRANES (TRUCK OR OUTRIGGER), EXCAVATORS, CONCRETE PUSP TRUCKS, �O•�`�,' •. . Y G��• War li
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isHei2. REFERENCE CODES: 1,� . . r' k.1A. AISC STEEL MANUAL, THIRTEENTH EDITION 1 ) ^==■.. . I 11/21/14 •
B. ACI 318-08"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" v III�'
C. PUBLICATION NO. FHWA-IF-99-015 "GROUND ANCHORS AND ANCHORED SYSTEMS" ;,
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3. FOUNDATION: -- f
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A. SOIL INFORMATION WAS DERIVED FROM THE GEOTECHNICAL ENGINEERING REPORT TITLED "SUBSOIL STUDY, FOR .04._.., _ � _ y _ _
FOUNDATION DESIGN, PROPOSED RESIDENCE, LOT 4, BLOCK 7, VAIL VILLAGE FIRST FILING, 103 ROCKLEDGE ROAD, VAIL
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COLORADO," HEPWORTH-PAWLAK GEOTECHNICAL (JOB NO: 114 198A) DATED JUNE 20, 2014. Aar
COGG1NS & SONS
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3. MATERIALS: s,r�
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A. BARS: / 1 NC.
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BARS TO BE GRADE 60 OF SIZE INDICATED ON MICROPILE PLANS. I B. GROUT:
PRESSURE INJECTED GROUT SHALL BE PORTLAND CEMENT TYPE I OR TYPE II MEETING ASTM C150 SPECIFICATIONS AND
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POTABLE WATER.THE MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 0
THE GROUT SHALL BE 4000 PSI. GROUT MAY CONTAIN SIKA CO. INTERPLAST-N SHRINKAGE COMPENSATING CEMENT IN THE
MAXIMUM AMOUNT OF 1% BY WEIGHT OF CEMENT. Caisson Drilling , Excavation ShoriTieback Anchors
4. ALL DIMENSIONS ON EARTH RETENTION DRAWINGS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO BEGINNING WORK. L.L
5. GRID LINE DIMENSIONS ON EARTH RETENTION DRAWINGS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO BEGINNING WORK. 0
5. PROCEDURE: O
A. ALL UTILITIES WITH EQUIPMENT OR FACILITIES SERVING AN AREA WITHIN 300 FEET OF THE PLANNED EXCAVATION SHALL BE 9512 T I T A N PARK C I R C L E
NOTIFIED NOT LATER THAN 2 DAYS PRIOR TO MICROPILE INSTALLATION THAT SUCH WORK IS TO TAKE PLACE. GENERAL U
CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF MICROPILES WITH SUCH UTILITIES. 7
B. ADVANCE DRILL BIT FULL MICROPILE LENGTH UTILIZING ROTARY PERCUSSION DRILLING TECHNIQUES. INSTALL J Z
REINFORCING BAR WITH PROPERLY SPACED CENTRALIZERS. PLACE GROUT FULL LENGTH OF MICROPILE. I... I T T L E T O N _ 80125
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C. MICROPILE INSTALLATION SHALL BE MONITORED AND RECORDED. MONITORED AND RECORDED DATA SHALL INCLUDE H
TOTAL DEPTH, GROUT PRESSURE, GROUT QUANTITIES, SOIL/ROCK ENCOUNTERED DURING INSTALLATION,AND ANY0
OBSTRUCTION OR IRREGULARITIES. TEL : 303 _ 791 _ 9911
6. ENGINEERS APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS.
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7. THE REQUIREMENTS OF THE LATEST EDITION OF THE "OSHA CONSTRUCTION STANDARDS"SHALL BE COMPLIED WITH BYO/ vJ N
ALL CONTRACTORS, FABRICATORS AND SUPPLIERS. FAx :
303 - 791 - 0967 LL z `0
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8. BACKFILL BETWEEN BRACING AND COSPLETED STRUCTURE SHALL BE PLACED AND COMPACTED AS REQUIRED BY 0 QC)
SPECIFICATIONS OF THE PROJECT ENGINEER. W ( ,
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PROPOSED TESPORARY EARTH RETENTION FOR O = vo
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SHEET NO . INDEX OF SHEETS ...
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XBS - 2 PLAN VIEW
XBS - 3 ELEVATION VIEW & DETAILS 0
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SHAEFFER HYDE CONSTRUCTION ,, ,
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DIMENSIONS OBTAINED FROM : NOTE: NO. DATE REVISIONS DESCRIPTION This drawing, as an instrument of professional service, is the JOB NO. : 5520
BEFORE CONSTRUCTION COMMENCES A UTILITY LOCATE MUST BE A 11-20-2014 REVISED REFERENCE TO 2009 INTERNATIONAL BUILDING CODE TO 2012 BUILDING CODE. property of Coggins & Sons, Inc. It is furnished to the General ISSUED: 11-10-2014
• PROGRESS PRINTS BY K.H . WEBB ARCHITECTS (DATED PERFORMED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES IN THE Contractor for information purposes and for approval for construction DWN BY: EBW
10/31 /2014) VICINITY OF THE SITE. THE EARTH RETENTION DESIGN WILL BE by Coggins & Sons, Inc. of the excavation retention for the CKD BY: JVW
REVIEWED AND DRAWINGS REVISED, IF REQUIRED, WHEN FINAL UTILITY • designated project only. It shall be returned to Coggins & Sons DWG. NO.
• AUTOCAD DRAWING OBTAINED FROM SHAEFFER HYDE LOCATIONS BECOMES AVAILABLE. upon demand.
XBS1
CONSTRUCTION ON 10/31 /2014 •
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