HomeMy WebLinkAboutB16-0243.002 approved plans.pdf GENERAL 8
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3 FINISHED
1 1 GRADE
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND •
METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO Ij 141`ll
SHORING, BRACING, SLOPE STABILITY AND TEMPORARY EXCAVATION. -,V1,-
THE CONTRACTOR AT HIS DISCRETION SHALL EMPLOY A LICENSED
PROFESSIONAL TO DESIGN TEMPORARY SYSTEMS.
2. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, •
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS. ALL APPLICABLE JOB RELATED SAFETY #5 VERT.
STANDARDS SUCH AS OSHA SHALL BE FOLLOWED. b4E
@ 14" o.c.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND 2 •
EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. VARIATIONS 0ANDERSON STRUCTURAL
BETWEEN THE PLANS AND ACTUAL CONDITIONS SHALL BE BROUGHT to ENGINEERING, INC.
TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH -iir �1 1/2" CLR. 823 GRAND AVE.
THE WORK.
o SUITE 340
SOILS & FOUNDATIONS a, #5 @ 16" o.c. GLENWOOD SPGS, CO. 81601
(970) 984-0320
4"0 PERFORATED PVC DRAIN
1. REFERENCE GEOTECHNICAL REPORT BY HP KUMAR, INC. PIPE WRAPPED w/ FILTER RECEIVED
REPORT NO. 16-7-477 DATED 10-24-16. FINISHED <t FABRIC. SLOPE TO OUTLET.
ALLOWABLE BEARING PRESSURE GRADE —'
S E 2500 psf
41 2
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„_ I #5 @ 14" o.c.
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2. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT AND =111,=„111- to
SHALL FOLLOW ALL RECOMMENDATIONS PROVIDED THEREIN. v .8"., 0 (5) #5
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3. THE GEOTECHNICAL ENGINEER SHALL INSPECT ALL EXCAVATIONS AND FILL co - J
PLACEMENT TO ENSURE CONFORMANCE WITH THE SPECIFICATIONS. ASSUMED I NI _
VALUES SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER OR THE BUILDING N (� 141C•
OFFICIAL PRIOR TO PLACING CONCRETE. I �v
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4. FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE FROM LOOSE DEBRIS, `�
STANDING WATER, OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE
PLACEMENT. -1 I I- I I i
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#5 DWLS. 0 (n N
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5. FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL PER THE @ 14" o.c. LUOlk
RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. "� 5'-0” 6"
CONCRETEIms4 tLial GCS P
TYPICAL RETAINING WALL SECTION
1. CONCRETE SHALL BE DESIGNED, SUPPLIED AND CONSTRUCTED IN SCALE: 3/4" = 1'-0" 4 5 Q D
ACCORDANCE WITH ACI 318 LATEST EDITION. 0
ii< 5 2. CONCRETE STRENGTH f c @ 28 DAYS SHALL CONFORM TO THE FOLLOWING;
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FOUNDATIONS ..............................................f'c = 3000 psi
3. SLUMP SHALL CONFORM TO ACI 301 AND SHALL BE TAKEN AT THE POINT lig
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OF PLACEMENT. SLUMP SHALL NOT EXCEED 4 INCHES. ., W
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4. REINFORCING SHALL CONFORM TO ASTM A615 GR. 60. N
5. AIR ENTRAINMENT SHALL BE 4.0 - 7.0%. AIR ENTRAINMENT ADMIXTURES 0 r�'
SHALL CONFORM TO ASTM C260. W/C RATIO SHALL NOT EXCEED 0.45 ..J
6. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE I/Il. <IC
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ASE Project No.: 1700-58
Drawn By ADC
Checked By. LKA
Revision Date
PERMIT 10-2-17
,ial' GENERAL
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