HomeMy WebLinkAboutB15-0193_S005_1435611540.pdfx SOIL TYPES AND DESIGN PROPERTIES SHALL BE CONFIRMED BY THE SITE GEOTECHNICAL
ENGINEER PRIOR TO WALL CONSTRUCTION.
x THE WALLS ARE DESIGNED TO SUPORT THE FOLLOWING MAXIMUM SURCHARGE LOADINGS:
BACKSLOPE - 3H: 1V MAX
SOIL BEARING CAPACITY 1500 PSF
EQUIVALENT FLUID PRESSURE (EFP) 50
x THE WALL DESIGN MAINTAINS A MINIMUM FACTOR OF SAFETY OF 1.5 ON ALL ELEMENTS OF
THE STATIC WALL DESIGN UNLESS OTHERWISE NOTED. GLOBAL STABILITY, WHEN
EVALUATED, MAINTAINS A MINIMUM FACTOR OF SAFETY OF 1.3 UNLESS OTHERWISE NOTED.
x WALL CONSTRUCTION SHALL BE MONITORED BY A QUALIFIED ENGINEER TO VERIFY FIELD
CONDITIONS. IF THIS WORK IS NOT PERFORMED BY THE ENGINEER, THE ENGINEER SHALL BE
CONSULTED IN THOSE MATTERS PERTAINING TO SOIL CONDITIONS AND WALL PERFORMANCE.
x THE FOUNDATION SOILS AT EACH WALL LOCATION SHALL BE INSPECTED BY THE ENGINEER
AND ANY UNSUITABLE SOILS OR IMPROPERLY COMPACTED EMBANKMENT MATERIAL REMOVED
AND REPLACED AS DIRECTED BY THE ENGINEER PRIOR TO WALL CONSTRUCTION TO PROVIDE
ADEQUATE BEARING CAPACITY AND MINIMIZE SETTLEMENT.
x ALL WALL EXCAVATION AND RETAINED SOILS SHALL BE INSPECTED FOR GROUNDWATER
CONDITIONS AND ANY ADDITIONAL DRAINAGE PROVISIONS REQUIRED IN THE FIELD SHALL BE
INCORPORATED INTO THE WALL CONSTRUCTION AS DIRECTED BY THE ENGINEER.
x WALL BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE ENGINEER FOR USE IN
THE REINFORCED SOIL ZONE MEETING THE MINIMUM REQUIREMENTS OF THE APPROVED
DESIGN PLANS. ALL BACKFIL MATERIAL MUST BE APPROVED BY MARTIN/MARTIN, INC. A
GRADATION AND APPLICABLE LAB TESTING RESULTS OF ANY MATERIAL CONSIDERED
SUBMITTED FOR APPROVAL.
x ALL SOIL BACKFILL SHALL BE TESTED BY THE ENGINEER FOR MOISTURE, DENSITY, AND
COMPACTION PERIODICALLY (EVERY 2' VERTICALLY, 100'-200' C/C) AND SHALL MEET THE
MINIMUM REQUIREMENTS OF THE APPROVED DESIGN PLANS OR PROJECT SPECIFICATIONS.
x WALL CONSTRUCTION SHALL BE PERIODICALLY INSPECTED BY THE ENGINEER TO ENSURE THE
GEOGRID REINFORCEMENT ELEVATIONS AND LENGTHS ARE INSTALLED IN ACCORDANCE WITH
THE APPROVED DESIGN PLANS.
x ALL WALL ELEVATIONS, GRADES, AND BACKSLOPE CONDITIONS SHALL BE VERIFIED BY THE
ENGINEER IN THE FIELD FOR CONFORMANCE WITH THE APPROVED DESIGN PLANS. ANY
REVISIONS TO THE STRUCTURE GEOMETRY OR DESIGN CRITERIA SHALL REQUIRE DESIGN
MODIFICATION PRIOR TO PROCEEDING WITH CONSTUCTION.
x THE SOIL PLACED BEHIND THE WALL IN THE BACKFILL ZONE SHOULD BE COMPACTED TO 95%
OF ITS MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D- 1557). BACKFILL MUST BE
COMPACTED BY MECHANICAL MEANS. NO WATER FLOODING TECHNIQUES OF ANY TYPE
SHOULD BE USED IN THE COMPACTION OF THE BACKFILL ON THIS SIDE. HIGHLY EXPANSIVE
SOILS OR CLEAN SANDS ARE NOT TO BE USED AS FOUNDATION BACKFILL. THE SOILS SHOULD
BE CONDITIONED TO ACHIEVE A MOISTURE CONTENT WITHIN ±2% OF THE SOIL'S OPTIMUM
MOISTURE CONTENT.
x RIDE-ON MECHAINCAL COMPACTION EQUIPMENT SHOULD BE OPERATED NO CLOSER THAN
WITHIN 3' OF THE KEYSTONE UNIT BACK SURFACE.
x DO NOT OVER COMPACT OR COMPACT SOILS NEXT TO THE BACK OF THE UNIT IN AN
UNCONTROLELD MANNER. THIS MAY DRIVE DRAINAGE MATERIALS UNDER THE UNIT, FORCING
THE UNITS OUT OF LEVEL. IF THIS CONTINUES, THE WALL MAY BEGIN TO LEAN FORWARD.
x ALL SOIL TESTING SHOULD BE PERFORMED BY A QUALIFIED ENGINEER. SOIL TESTS SHOULD BE
TAKEN NO CLOSER THAN TWO FEET FROM THE BACK SURFACE OF THE KEYSTONE UNIT.
x THE SAME PLACEMENT RULES APPLY FOR EACH CONDITION. IN GENERAL, ALL SOILS SHOULD
BE PLACED IN NO MORE THAN 8" THICK LIFTS, THE HEIGHT OF A SINGLE KEYSTONE UNIT.
MORE SPECIFICALLY, THE PROPER THICKNESS OF MATERIAL PLACED IN A SINGLE LIFT IS
DEPENDENT ON THE TYPE OF SOILS AND COMPACTION EQUIPMENT BEING USED. FOR
EXAMPLE, CRUSHED STONE (USED FOR UNIT/DRAINAGE) MAY BE PLACED IN MAXIMUM LIFTS
AND WILL COMPACT WITH MINIMAL EFFORT. MOST INORGANIC SITE SOILS, EASILY
INFLUENCED BY MOISTURE LEVELS, MUST BE PLACED IN SHORTER LIFTS AND WILL REQUIRE
GREATER COMPACTION EFFORT.
x ALL PLACEMENT, INSTALLATION, AND CONSTRUCTION OF THE KEYSTONE UNITS, GEOGRID
REINFORCEMENT, AND CONNECTION COMPONENTS SHOULD BE DONE IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS, REQUIREMENTS, AND SPECIFICATIONS.
x THIS WORK CONSISTS OF DESIGNING, FURNISHING AND INSTALLING A CONCRETE BLOCK
FACING MECHANICALLY STABILIZED EARTH (MSE) RETAINING WALL SYSTEM AT THE
LOCATIONS AND TO THE LINES AND GRADES SHOWN ON THE PLANS. THE MSE WALL SYSTEM
CONSTRUCTED ON THIS PROJECT SHALL BE AN ENGINEERED SYSTEM COMBINING A BLOCK AND
GEOSYNTHETIC REINFORCEMENT (GEOGRID) FROM THE LIST OF ACCEPTABLE PRODUCTS.
x MSE WALL SYSTEM: ENGINEERED MECHANICALLY STABILIZED EARTH WALL SYSTEM
CONSISTING OF A CONCRETE MODULAR BLOCK UNIT, GEOSYNTHETIC SOIL REINFORCEMENT,
BACKFILL AND SUBSURFACE DRAINAGE.
x CONCRETE MODULAR BLOCK: CONCRETE MASONRY BLOCK MANUFACTURED SPECIFICALLY FOR
USE IN A MSE WALL SYSTEM.
x GEOSYNTHETIC SOIL REINFORCEMENT: GEOGRID PRODUCT OF HIGH-DENSITY POLYETHYLENE
EXPANDED SHEET OR POLYESTER WOVEN FIBER MATERIALS, SPECIFICALLY FABRICATED FOR
USE AS SOIL REINFORCEMENT.
x MSE WALL BACKFILL: THE BACKFILL FOR THE MSE WALL SYSTEM SHALL BE A NON-CORROSIVE
WELL-GRADED GRANULAR BACKFILL FREE OF DEBRIS, WASTE, FROZEN MATERIALS,
VEGETATION AND OTHER DELETERIOUS MATTER. BACKFILL SHALL MEET ALL DESIGN
REQUIREMENTS AND GRADATIONS SPECIFIED HEREIN. MATERIALS WILL BE EVALUATED AND
APPROVED BY OWNER'S GEOTECHNICAL ENGINEER PRIOR TO THEIR USE.
x CONCRETE MODULAR BLOCK: THE CONCRETE BLOCK SHALL CONFORM TO THE REQUIREMENTS
IN THE CONTRACT PLANS AND THESE NOTES INCLUDING THE COLOR, TEXTURE, AND PATTERN.
THE BLOCK SHALL BE TESTED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS. THE
CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THE RESULTS OF THESE TESTS MEET THE
REQUIREMENTS OF THE APPROPRIATE SPECIFICATION.
O COMPONENTS: THE CEMENTITIOUS MATERIALS SHALL BE PORTLAND CEMENT, WHICH
SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 150. FLY ASH MAY BE USED BUT
SHALL NOT EXCEED 20% BY WEIGHT OF THE TOTAL CEMENT CONTENT AND SHALL
CONFORM TO THE REQUIREMENTS OF ASTM C 618.
O AGGREGATES USED IN THE MANUFACTURE OF THE UNITS SHALL CONFORM TO THE
REQUIREMENTS OF ASTM C 33 FOR NORMAL WEIGHT CONCRETE AGGREGATE.
O ALL BLOCK SHALL INCLUDE THE ADDITIVE "DRY BLOCK INHIBITOR" BY DRI AND DRI
CONCRETE PRODUCERS, OR OWNER'S ENGINEER APPROVED EQUAL. THE EXACT AMOUNT
OF ADDITIVE USED SHALL BE AS RECOMMENDED BY THE ADDITIVE MANUFACTURER.
O BLOCK/REINFORCEMENT CONNECTION TEST: THE BLOCK TO BLOCK AND BLOCK TO
REINFORCEMENT CONNECTION TEST SHALL CONFORM TO THE REQUIREMENTS OF NCMA.
O METHODS SRWU- 1 AND SRWU-2. THE SERVICE STATE CONNECTION STRENGTH SHALL
BE DETERMINED WITH THE .75" PERFORMANCE LIMIT.
x REFERENCED STANDARDS: COMPLY WITH APPLICABLE REQUIREMENTS OF STATE AND LOCAL
STANDARDS. IN THE EVENT OF CONFLICT BETWEEN REFERENCED STANDARDS AND CONTRACT
DOCUMENTS, COMPLY WITH CONTRACT DOCUMENTS.
x TESTING AND INSPECTION SERVICES: OWNER WILL EMPLOY A QUALIFIED INDEPENDENT
GEOTECHNICAL ENGINEERING TESTING AGENCY TO CLASSIFY PROPOSED ON-SITE AND
BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND DESIGN
PARAMETERS, AND TO PERFORM REQUIRED FIELD AND LABORATORY TESTING.
x DESIGN METHOD: THE NEW RETAINIG SYSTEM OUTLINED IN THE FOLLOWING PLANS HAS BEEN
DESIGNED IN CONFORMANCE WITH 2003 IBC REQUIREMENTS AND IS ALSO IN COMPLIANCE WITH
THE NCMA'S "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS, 1997, SECOND EDITION,
SECOND PRINTING" AND CONFORM TO THE MINIMUM SAFETY FACTORS AS SPECIFIED IN THIS
SPECIFICATION SECTION. DESIGN SUBMITTALS NOT MEETING THIS DESIGN CRITERIA OR
TECHNICAL/ADMINISTRATIVE CRITERIA AS SPECIFIED WILL BE REJECTED IN THEIR ENTIRETY
UNTIL COMPLETE COMPLIANCE IS ACHIEVED. OWNER RESERVES ALL RIGHTS IN DETERMINING
COMPLIANCE FOR PLAN APPROVAL AND MAY REJECT ANY SUBMITTALS.
x DESIGN HEIGHT: THE WALL DESIGN HEIGHT SHALL BE MEASURED VERTICALLY FROM THE TOP
OF THE LEVELING PAD TO THE TOP OF WALL.
x SOIL REINFORCEMENT LENGTH: THE SOIL REINFORCEMENT LENGTH SHALL BE MEASURED
FROM THE FRONT FACE OF THE CONCRETE BLOCK FACE TO END OF REINFORCEMENT.
MINIMUM REINFORCEMENT LENGTH (RL) SHALL EQUAL .7 X WALL HEIGHT (H) OR 5 FEET WHICH
EVER IS GREATER. THE REINFORCEMENT LENGTH SHALL BE AS REQUIRED BY THE DESIGN. THE
LENGTH OF SOIL REINFORCEMENT SHALL BE EQUAL FROM TOP TO BOTTOM AT ALL LAYERS OF
WALL.
x PULLOUT AND BLOCK CONNECTION STRENGTH: THE FACTOR OF SAFETY FOR PULLOUT
RESISTANCE SHALL BE GREATER THAN OR EQUAL TO 1.5. REINFORCEMENT CONNECTIONS TO
THE FACING BLOCK SHALL BE DESIGNED (AND TESTED PER SUBSECTION 2.1.D.2 OF THIS
SPECIFICATION) TO CARRY 100% OF THE CORRESPONDING REQUIRED LTDS AT ALL REINFORCED
LEVELS.
x BACKFILL: THE BACKFILL FOR THE REINFORCED SOIL ZONE SHALL BE CONSIDERED
NON-AGGRESSIVE FOR CORROSION AND DURABILITY. THE FRICTION ANGLE, PHI, SHALL BE A
VALUE APPROPRIATE FOR THE FILL MATERIAL USED.
x TIERED WALLS:
O ALL TIERED (MULTI LEVEL) RETAINING WALL ARRANGEMENTS SHALL BE ANALYZED AS A
COMBINED WALL SYSTEM IN ACCORDANCE WITH SECTION 2.5.4 OF NCMA'S DESIGN
MANUAL FOR SEGMENTAL RETAINING WALLS, SECOND EDITION.
O THE SLOPE OF THE GROUND BETWEEN TIERED RETAINING WALLS SHALL NOT EXCEED A
4 (HORIZONTAL) TO 1 (VERTICAL).
x THE DRAWINGS SHALL PROVIDE THE DETAILS NECESSARY TO DEMONSTRATE COMPLIANCE
WITH THE REQUIREMENTS IN THE PLANS AND THESE NOTES, INCLUDING BUT NOT LIMITED TO:
O THE WALL LAYOUT (SCALEABLE ELEVATION VIEW) IN CONFORMITY TO LINE AND GRADE
SHOWN ON THE CONTRACT PLANS, INCLUDING THE LEVELING PAD ELEVATIONS,
LEVELING PAD STEPS, TOTAL NUMBERS OF BLOCKS AND ASSOCIATED BLOCK
ELEVATIONS INCLUDING THE TOP OF BLOCK ELEVATIONS.
O DETAILS OF THE MSE WALL FACING BLOCKS AND ATTACHMENTS TO THE SOIL
REINFORCEMENT. THE FACIAL BLOCKS SHALL BE CONNECTED TO EACH LAYER OF SOIL
REINFORCEMENT, UNLESS SHOWN OTHERWISE ON THE PLANS.
O THE SOIL REINFORCEMENT TYPES, SPACING, LENGTHS, ELEVATIONS, AND THE
CORRESPONDING WALL DESIGN HEIGHT SEGMENTS SHALL BE SHOWN ON THE WALL
LAYOUT.
O THE REQUIRED REINFORCEMENT LTDS AND THE SUPPLIED LTDS (DETERMINED IR
ACCORDANCE WITH DESIGN REQUIREMENTS OF THIS SPECIFICATION) WITH
CORRESPONDING BRAND AND GRADE OF MATERIAL SHALL BE LISTED SIDE BY SIDE. THE
LTDS OF THE SUPPLIED REINFORCEMENT GRADE MUST MEET OR EXCEED THE REQUIRED
LTDS CORRESPONDING WITH THE REINFORCEMENT SPACING PROVIDED. THE
CONTRACTOR SHALL PROVIDE MINIMUM AVERAGE ROLL VALUE (MARV) CERTIFICATION,
WHICH STATES THE MARV OF THE SUPPLIED MATERIAL HAS BEEN DETERMINED IN
ACCORDANCE WITH ASTM D-4595.
O A TYPICAL SECTION OF THE WALL SHOWING ALL PERTINENT INFORMATION INCLUDING,
BUT NOT LIMITED TO, SLOPE IN FRONT AND BEHIND THE WALL, SOIL COVER AT TOE,
SOIL ZONES, DRAINAGE DETAILS ETC.
O ALL CONSTRUCTION REQUIREMENTS SHALL BE INCLUDED ON THE CONSTRUCTION
DRAWINGS. INCLUDING ANY NOTES, SPECIFICATIONS, OR ANY OTHER REQUIREMENTS
THE WALL DESIGN ENGINEER DEEMS NECESSARY.
DRAINAGE:
1. PROVIDE DRAINAGE AWAY FROM THE BUILDING IN ACCORDANCE WITH THE FOLLOWING:
A. SLOPE THE GROUND SURFACE AWAY FROM THE BUILDING WITH A MINIMUM GRADIENT OF
5% FOR THE FIRST TEN FEET.
B. PAVED AREAS SHOULD HAVE A MINIMUM SLOPE OF 2% AWAY FROM THE BUILDING.
C. DOWNSPOUT EXTENSIONS SHOULD EXTEND ACROSS THE BACKFILL ZONE.
D. NO IRRIGATION DEVICES SHOULD BE PLACED WITHIN 5 FEET OF THE FOUNDATION.
E. DO NOT ALLOW WATER TO POND OR STAND NEXT TO FOUNDATIONS.
F. NO SIGNIFICANT LANDSCAPING SHOULD BE INSTALLED WITHIN 5 FEET OF THE
FOUNDATION.
G. ALL LANDSCAPING EDGING SHOULD BE PERFORATED TO AVOID DAMMING OF WATER IN
THE MULCHED AREAS.
2. VERIFY THAT THE PERIMETER FOUNDATION DRAIN SYSTEM AND BELOW-GRADE
DOWNSPOUT DRAINS ARE INSTALLED AND FUNCTIONING PROPERLY.
EARTHWORK DRAINAGE AND SEGMENTED WALL CONSTRUCTION
1. THE LAYOUT IS BASED ON FIELD MEASUREMENTS. THE LAYOUT IS APPROXIMATE AND
IS INTENDED AS A REPRESENTATION ONLY.
2. THE REPAIR RECOMMENDATIONS CONTAINED IN THIS DOCUMENT ARE BASED ON
INFORMATION OBTAINED FROM REVIEW AND EVALUATION OF PROBLEMS THAT WERE
READILY VISIBLE AT THE TIME OF OUR SITE VISIT. NO CLADDING, SHEATHING, OR
FINISH MATERIALS OF ANY KIND WERE REMOVED UNLESS SPECIFICALLY NOTED. AS A
RESULT OF THESE LIMITATIONS, LATENT STRUCTURAL DAMAGES MAY EXIST WHICH
WERE NOT DETECTED. ANY SUCH DAMAGES SHOULD BE BROUGHT TO OUR ATTENTION
IF FOUND.
3. THE RECOMMENDATIONS CONTAINED HEREIN ARE BASED ON CURRENTLY EXISTING
CONDITIONS AND HAVE BEEN PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED
ENGINEERING PRACTICE. NO WARRANTY REGARDING THE FUTURE PERFORMANCE OF
THE STRUCTURE INCLUDING THE REPAIRED AREAS ARE MADE, EXPRESSED OR IMPLIED.
4. IN ORDER TO MINIMIZE FUTURE FOUNDATION AND SLAB MOVEMENT, PROPER SURFACE
DRAINAGE AND GRADING SHOULD ALSO BE MAINTAINED. THE GROUND SURFACE
SHOULD BE SLOPED AWAY FROM THE BUILDING WITH A MINIMUM GRADIENT OF 5% (A
MINIMUM OF 2% FOR PAVED SURFACES) FOR THE FIRST 10 FEET. THIS IS EQUIVALENT
OF 6 INCHES OF FALL ACROSS THIS 5-FOOT ZONE. MAINTENANCE OF PROPER SITE
DRAINAGE WILL REDUCE THE AMOUNT OF RUNOFF WATERS PERCOLATING INTO THE
GROUND ADJACENT TO THE RESIDENCE. ROOF DRAINS SHOULD BE CARRIED ACROSS
THE BACKFILL ZONES AND DISCHARGED AWAY FROM THE BUILDING. THE AREA
ADJACENT TO THE FOUNDATION SHOULD BE REPAIRED TO SATISFY THE
ABOVE-MENTIONED CONDITIONS.
5. PREPARATION OF THE SUBGRADE SOILS PRIOR TO PLACEMENT OF NEW CONCRETE CURB,
GUTTER, RAMPS, SIDEWALKS AND OTHER FLATWORK SHOULD COMPLY WITH LOCAL
CODE REQUIREMENTS.
6. COLLATERAL DAMAGE TO EXISTING LANDSCAPING AND/OR DRAINAGE SYSTEMS SHOULD
BE REPAIRED BY THE CONTRACTOR.
7. THE INSTALLATION AND MAINTENANCE OF TEMPORARY EROSION CONTROL MEASURES
IS THE RESPONSIBILITY OF THE CONTRACTOR.
8. COMPACT BACKFILL TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD
PROCTOR TO WITHIN 2% OF OPTIMUM MOISTURE CONTENT. THE OWNER IS
ENCOURAGED TO PROVIDE GRADING THAT HAS POSITIVE DRAINAGE (1/4" PER FOOT
MINIMUM) TO MUNICIPAL SEWER RECEPTACLE OR APPROVED DRAINAGE
CONFIGURATION. ALL BACKFILL SHALL BE INHERENTLY NON-SWELLING RELATIVELY
IMPERVIOUS SOILS, SUCH AS SILTY SAND OR "CRUSHER REJECT". THE MATERIAL SHALL
BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE FILL
SHALL BE COMPACTED TO 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY AT A
MOISTURE CONTENT SUFFICIENT TO MINIMIZE SWELL POTENTIAL.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND
REPAIR OF ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHETHER SHOWN ON
THESE PLANS OR NOT. CONTRACTOR SHALL CONTACT REPRESENTATIVES OF THE
RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD LOCATED PRIOR TO
CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S REPONSIBILITY TO VERIFY ALL
LOCATIONS OF EXISTING STRUCTURES AND UTILITIES SHOWN ON THE DRAWINGS, TO
ASCERTAIN WHETHER ANY STRUCTURES AND UTILITIES MAY EXIST, AND REPAIR
AND/OR REPLACE ANY STRUCTURES AND/OR UTILITIES THAT ARE DAMAGED BY THE
CONTRACTOR.
10. ALL STORM SEWER LINES SHALL BE CLASS III REINFORCED CONCRETE PIPE IN
ACCORDANCE WITH ASTM C76-73 - MIN. 12" DIAMETER.
11. CONTRACTOR TO PROVIDE ALL TRENCH SHORING TO SATISFY CODE AND OSHA
REGULATIONS.
S0.05
NOTES
SHEET
5082 E. HAMPDEN
AVE. SUITE 145
DENVER, CO. 80222
(303)229-1234
TIMBER FALLS CONDOMINIUMS
PARTIAL PROPERTY WALL
RECONSTRUCTION
4500 MEADOW DRIVE (BLDG'S 1 & 2)
VAIL
, COLORADO 8
1657
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
JOB NUMBER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
DEC26052015-01
R. DAVIS
M. WINGERTER
R. DAVIS
JUNE 7, 2015
06/29/15