HomeMy WebLinkAboutDrawingsDIAMOND
TOWERS IV, LLC
SITE NUMBER
TX004
SITE NAME
BRENTWOOD
SITE ADDRESS
2504 TEXAS AVE SOUTH
COLLEGE STATION, TEXAS 77840
REGIONAL MAP
i
VICINITY MAP
ME
REFERENCES
DRAWINGS & ATTACHMENTS
-- SURVEY BY TEXAS LANDMARK SURVEYORS, DATED 6/22/2013
-- LANDSCAPING PLAN
STRUCTURAL ANALYSIS BY SABRE INDUSTRIES, DATED 9/9/2013 (AS ATTACHMENT 1)
LEGAL DESCRIPTION
LOT 2A-1 B, SOUTHWEST PLACE SUBDIVISION OF
BRAZOS COUNTY, TEXAS
SITE LOCATION
LAT: 30° 36' 19.81" N (NAD 83)
LONG: 96° 18'33.21" W (NAD 83)
ELEV: 284' AMSL (NAVD 88)
SITE AREA: 648 SQ FT
UTILITIES
ELECTRIC: COLLEGE STATION UTILITIES
PHONE: 979.764.3660
TELCO PROVIDER: VERIZON
PHONE: 1.800.405.5339
ONE -CALL TEXAS
CONTRACTOR TO CALL
BEFORE DIGGING!
PHONE: 811 OR 1.800.545.6000
APPLICANT:
DIAMOND TOWERS IV, LLC
CARE OF: ENERTECH RESOURCES, LLC
CONTACT: DALE SHUMAKER, P.E.
7500 RIALTO BLVD, SUITE 110
AUSTIN, TEXAS 78735
PHONE: 512.415.1862
JURISDICTION:
CITY OF COLLEGE STATION
OCCUPANCY:NONE
ZONING: GENERAL COMMERCIAL (GC)
BUILDING CODE: 2006 IBC
USE: UN -MANNED TELECOMMUNICATIONS
FACILITY
TOWER OWNER
CONTRACTOR
DATE
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DIVISION 1 STANDARD PROVISIONS
GENERAL
1.1 INTENT
A. THESE SPECIFICATIONS AND THE CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR THE
CONSTRUCTION OF THIS PROJECT.
B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED
ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH.
C. THE INTENTION OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS
STIPULATED IN THE CONTRACT.
D. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF
MATERIALS REQUIRED TO COMPLETE THE WORK.
E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK
WILL BE MADE OR PERMITTED WITHOUT ISSUING A CHANGE ORDER.
1.2 CONFLICTS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA
CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY
SUCH DISCREPANCY IN DIMENSIONS, WHICH MAY BE FOUND, SHALL BE SUBMITTED TO THE CONSTRUCTION MANAGER FOR CONSIDERATION BEFORE THE CONTRACTOR
PROCEEDS WITH THE WORK IN THE AFFECTED AREAS.
1.3 STORAGE
A. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE
METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER.
1.4 CLEAN UP
A. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS EMPLOYEES AT WORK AND AT THE
COMPLETION OF THE WORK, HE SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL HIS TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS AND
SHALL LEAVE HIS WORK CLEAN AND READY FOR USE.
B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER.
C. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES.
D. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE.
1.5 QUALITY ASSURANCE
A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF
THE FOLLOWING:
E
D DESIGN migA'
SNAL BUILD(IBC) 2012 WITH LOCAL AMENDMENTS
FFICIALS ADMINISTRATORS (BOCA)1990ELECTRICAC) WITH LOCAL AMENDMENTS 2011ITER LABORPPROVED ELECTRICAL PRODUCTS INSTITUTECONSTRUCTION SPECIFICATIONS (AISC)- 70 LIFE SAE NFPA-101 - 2011 Q
1
1.6 ADMINISTRATION
A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL
INVOLVED IN THE PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO OWNER OR OWNER'S
REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ANY WORK.
B. SUBMIT A BAR CHART TYPE PROGRESS SCHEDULE NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE. INDICATE A
TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK. SHOW
COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK.
C. PRIOR TO COMMENCING CONSTRUCTION, THE CONSTRUCTION MANAGER SHALL SCHEDULE AN "ON-SITE" MEETING WITH ALL MAJOR PARTIES. THIS SHALL INCLUDE (THOUGH NOT
LIMITED TO) THE PROPERTY OWNER, POWER COMPANY, RF ENGINEER, AND THE CONTRACTOR.
D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATION, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY
THE CONSTRUCTION MANAGER NOR WILL CELLULAR SERVICE BE ARRANGED.
E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AND SAFETY GLASSES AT ALL TIMES. THE CONTRACTOR
MUST COMPLY WITH ALL APPLICABLE OSHA REQUIREMENTS.
F. PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL OR WRITTEN.
G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION.
H. THE CONSTRUCTION MANAGER SHALL BE NOTIFIED NO LESS THAN 46 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND SHELTER PLACEMENTS.
DIVISION 2 SITE WORK
CIVIL WORK AND DRAINAGE
PART IGENERAL
2.1 WORK INCLUDED
A. SITE WORK AND DRAINAGE DETAILS ARE WRITTEN TO COVER A VARIETY OF POSSIBLE SITE CONFIGURATIONS. SPECIFIC SERVICES WILL BE PERFORMED AS INDICATED
IN THE SITE PLAN AND AGREED UPON BY THE CUSTOMER AND THE CONSTRUCTION MANAGER.
B. REFER TO COMPLETE DRAWING SET AND REFERENCED SPECIFICATIONS/ STANDARDS FOR WORK INCLUDED.
2.2 RELATED WORK
A. CONSTRUCTION FOR TOWER FOUNDATION.
B. INSTALLATION OF GROUNDING AND ELECTRICAL SYSTEM.
2.3 DESCRIPTIONS
A. ACCESS ROAD, TURNAROUND AREAS, AND COMPOUND AREAS SHALL BE CONSTRUCTED TO PROVIDE A WELL -DRAINED, EASILY MAINTAINED EVEN SURFACE FOR
MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL.
2.4 QUALITY ASSURANCE
A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS (USE AS NEE®ED).
B. VEGETATION AND LANDSCAPING, IF REQUIRED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS.
2.5 SEQUENCING
A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. PLACE SILT FENCE OR OTHER REQUIRED EROSION CONTROLS DOWN
GRADIENT OF CONSTRUCTION AREA.
B. THE COMPLETED ROAD AND SITE AREA WILL BE CLEARED OF HEAVY GROWTH OF GRASS, TREES, SHRUBS, AND TOPSOIL PRIOR TO FOUNDATION CONSTRUCTION OR
PLACEMENT OF BACKFILL OR SUB -BASE MATERIAL.
C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE WHEN REQUIRED FOR NEW TOWERS.
D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS.
E. APPLY SOIL HERBICIDE PRIOR TO PLACING BASE MATERIALS.
F. IF REQUIRED, GRADE, SEED, FERTILIZE, AND MULCH DISTURBED AREA IMMEDIATELY AFTER BRINGING THE SITE AN D ACCESS ROAD TO BASE COURSE ELEVATION.
WATER TO ENSURE GROWTH.
G. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE.
H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL HERBICIDE TO THE STONE SURFACE.
PART 2 PRODUCTS
2.8 MATERIALS
A. ROAD AND SITE MATERIALS: FILL MATERIAL AND ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS.
B. SOIL HERBICIDE SHALL BE EPA REGISTERED, OF LIQUID COMPOSITION, AND OF PRE -EMERGENCE DESIGN..
C. SOIL STABILIZER FABRIC SHALL BE MIRAFI- 500X.
2.9 EQUIPMENT
A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS.
B. ALL LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT OR VIBRATORY OR RUBBER TIRED ROLLERS WEIGHING AT LEAST FIVE TONS.
C. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER OR HAND HELD TAMPERS.
PART 3 EXECUTION
2.10 INSPECTIONS
A. LOCAL BUILDING INSPECTION SHALL RECEIVE ADEQUATE NOTIFICATION IN ADVANCE OF CONCRETE POURS WHEN REQUIRED.
2.11 PREPARATION
A. CLEAR TREES, BRUSH, AND DEBRIS FROM SITE AREA AND ACCESS ROAD RIGHT OF WAY, IF REQUIRED.
B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS CLEAR SITE OF ORGANIC MATERIAL TO MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL.
C. DO NOT REMOVE TREES, BRUSH, OR DEBRIS FROM THE PROPERTY WITHOUT THE CONSTRUCTION MANAGER'S APPROVAL.
D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, PROOF ROLL THE SOIL.
E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, COVER CLEARED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL.
2.12 INSTALLATION
A. THE COMPOUND AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AS
REQUIRED TO DISTRIBUTE EVENLY THE SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE
COURSE. ELEVATIONS ARE TO BE CALCULATED FROM FINISHED GRADES OR SLOPES, AS INDICATED.
B. IF ANY, EXCESS SPOILS WILL BE CLEARED FORM JOB SITE AND NOT SPREAD BEYOND THE LIMITS OF OWNER/LEASED PROPERTY UNLESS AUTHORIZED BY PROJECT
MANAGER.
C. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND.
D. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE AN ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR
STONE.
E. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED.
F. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES.
G. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1.
H. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS OR AS INDICATED IN THE DRAWINGS.
I. SEED, FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS AND DITCHES AND DRAINAGE SWALES NOT OTHERWISE RIPRAPPED.
J. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, NOR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS OR PERMIT STANDING WATER IMMEDIATELY
ADJACENT TO SITE. IF DESIGN OR ELEVATIONS CONFLICT WITH THIS GUIDANCE, THE CONSTRUCTION MANAGER SHOULD BE ADVISED IMMEDIATELY.
K. IF DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES 45 DEGREES OFF THE DITCH
LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE.
L. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACES CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND
LOOSEN THE SOIL.
M. PLACE SEED AS DIRECTED BY SEED PRODUCER.
N. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE
CONTRACT. CONTINUE TO RE -WORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED.
2.13 FIELD QUALITY CONTROL
A. COMPACTION SHALL BE AT LEAST 95% OF MAXIMUM DENSITY AND WITHIN 2% OF OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D-1557.
B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH HOSE -PROTECTED WIRE, AND SECURED.
C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. STRAW BALES WILL BE PLACED AT THE INLET APPROACH TO ALL NEW OR
EXISTING CULVERTS.
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1
REVISION 03/03/15
II
REVISIONS
NO. DATE DESCRIPTION
1 03/03/15 REMOVAL OF THE TERM
STEALTH; INCLUDE PRE
LANE
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REVISION 03i,03/15
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REVISIONS
NO. DATE I DESCRIPTION
1
1 03/03/151 REMOVAL OF THE TERM
STEALTH
11
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SCALE: N.T.S.
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TOP OF MODIFIED TOWER
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TOP OF EXISTING TOWER
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EXISTING
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(REF. TOWER MANUFACTURER DRAWINGS FOR EXTENSION DETAILS)
8' WOOD PRIVACY
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CC.ivl NCE
APR 3 0 2015
COLL.r—GE 51 1 ION
DEVELOPMENT SERVICES.
PLAT FILED:
FIN
5
14-20-0131
BRENTWOO
"ISSUED FOR
SUBMITTAL
NO. I DATE I DESCRIPTION
1 103/03/161 REMOVAL OF THE TERM
STEALTH II
DRAWN BY REVIEWE
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TOWER
ELEVATIOI
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EXISTING UTLITY H -FRAME (TYP.)
EXISTING 21" LIVE OAK
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SUBMITTAL
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` NO. DATE .DESCRIPTION -
DRAWN BY I REVIEWED
HAH I JCH
PLAN
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