The URL can be used to link to this page

Home My WebLink AboutZ-6275-B Map 44 D. FOUNDATION AND EARTHWORK 1) FOUNDATIONS ARE DESIGNED TO BEAR ON ENGINEERED FILL OR NATURAL WITH A CAPACITY OF 2,000 PSF. THIS VALUE IS TO BE VERIFIED IN THE BY A QUALIFIED INSPECTOR OR TESTING AGENCY. 2) ALL EXCAVATION ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL OR UNDISTURBED AND UNFROZEN SOIL AND FREE FROM LOOSE MATERIAL AND EXCESS GROUNDWATER. DEWATERING F EXCESS GROUNDWATER SHALL BE PROVIDED IF REQUIRED. 3) CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH. 1 UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EI - REPLACED MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIEE THE FOUNDATION. --8" CONCRETE SLAB W/ #4®12 O.C. EA WAY - 8" #57 STONE OR CR -1 BROOM FINISH __ _ - COMPACTED SOIL TO MIN. 95% MODIFIED MAX. DENSITY PER ASTM D1557 METHOD D) NOTE: CONTRACTOR TO VERIFY LOCAL CODES FOR REBAR AND CONCRETE AND TO VERIFY WITH TELECORP THIS INSTALLATION AS IT DIFFERS FROM LUCENT TECHNOLOGIES SPECIFICATIONS. FOUNDATION SECTION 1 NOT TO SCALE o! ioj - - � N --- � — 10-14-98 I 5jBQCTURAL NQT S � - A. GENERAL 1) DESIGNS OF ANTENNA, COAX -CABLE, EQUIPMENT INSTALLATIONS SHALL COMPLY WITH TIA/EIA-222-F-1996' STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS 3" 2'-7" 11"_ 2'-4" 3" 2'-4" 3" AND ANTENNA SUPPORT STRUCTURES, THE BASIC WIND SPEED FOR DESIGN IS _, 70 MPH. ICE THICKNESS IS 1/2 INCH. 2) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS & EXISTING NOTES: CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO CONCRETE FOR SLAB ON GRADE SHALL BE AIR ENTRAINED, fc' = 3000 PSI AT 28 DAYS. 2. ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. ENGINEER/ HAVE A 3/4" CHAMFER. 3. ARCHITECT'S APPROVAL IS REQUIREDFOR ANY CHANGES TO THE DESIGN. GR 60. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF STEEL SHALL BE 2" IF CONCRETE IS PLACED IN FORM, CONSTRUCTION AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH OSHA SAFETY REQUIREMENTS. PLAN 2 B. STEEL 1) STRUCTURAL STEEL FABRICATION, ERECTION AND CONNECTION DESIGN SHALL CONFORM TO THE LATEST EDITION OF THE RISC ASD SPECIFICATION. 2) STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 3) ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36, U.N.O. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. 4) WELDING SHALL BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D.1.1-92. STRUCTURAL WELDING CODE -STEEL WELD ELECTRONICS SHALL BE E70XX. C. CONCRETE 1) ALL CONCRETE CONSTRUCTION SHALL BE PER ACI 318 AND ACI 301 LATEST EDITIONS. 2) ALL CONCRETE SHALL ATTAIN THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS OF MINIMUM 3,000 PSI. 3) REINFORCING STEEL SHALL CONFORM TO A615-GR60. 4) REINFORCEMENT PROTECTION TYPICAL U.N.O.: CONCRETE PLACED AGAINST EARTH 3" CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: (a) BARS #5 AND SMALLER 1 1/2" (b) BARS LARGER THAN #5 2., 5) NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR "ACI AUTHORIZED. DETAIL BARS IN ACCORDANCE WITH DETAILING MANUAL - 1994", PUBLICATION SP -66 AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-95. 4 D. FOUNDATION AND EARTHWORK 1) FOUNDATIONS ARE DESIGNED TO BEAR ON ENGINEERED FILL OR NATURAL WITH A CAPACITY OF 2,000 PSF. THIS VALUE IS TO BE VERIFIED IN THE BY A QUALIFIED INSPECTOR OR TESTING AGENCY. 2) ALL EXCAVATION ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL OR UNDISTURBED AND UNFROZEN SOIL AND FREE FROM LOOSE MATERIAL AND EXCESS GROUNDWATER. DEWATERING F EXCESS GROUNDWATER SHALL BE PROVIDED IF REQUIRED. 3) CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH. 1 UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EI - REPLACED MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIEE THE FOUNDATION. --8" CONCRETE SLAB W/ #4®12 O.C. EA WAY - 8" #57 STONE OR CR -1 BROOM FINISH __ _ - COMPACTED SOIL TO MIN. 95% MODIFIED MAX. DENSITY PER ASTM D1557 METHOD D) NOTE: CONTRACTOR TO VERIFY LOCAL CODES FOR REBAR AND CONCRETE AND TO VERIFY WITH TELECORP THIS INSTALLATION AS IT DIFFERS FROM LUCENT TECHNOLOGIES SPECIFICATIONS. FOUNDATION SECTION 1 NOT TO SCALE o! ioj - - � N --- � — PRIMARY GROWTH FUTURE II of RADIO GROWTH �j I CABINET CABINET CABINET II NIS m, \ I NOT TO SCALE HILTI HIT C-100 (OR EQUAL) 1/2"0 N/ 4 1/2" EMBED. MIN. (TYP. 4 PLACES) TS 3 1/2" OR 3 1/2"0 STD PIPE *AO O 0 yo, 1 1/2" TYP. ICE BRIDGE BASE PLATE NOT TO SCALE PIPE, & BOLT PATTERN "0 3/16 V 8" x8" x3/8" T DETAIL b - - -- - i --- � — 10-14-98 I i � - � I --- 3" 2'-7" 11"_ 2'-4" 3" 2'-4" 3" _, NOTES: 1. CONCRETE FOR SLAB ON GRADE SHALL BE AIR ENTRAINED, fc' = 3000 PSI AT 28 DAYS. 2. ALL EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4" CHAMFER. 3. REINFORCING BARS SHALL BE ASTM A615 GR 60. 4. MINIMUM CONCRETE COVER REINFORCING STEEL SHALL BE 2" IF CONCRETE IS PLACED IN FORM, 3" IF CONCRETE IS PLACED AGAINST EARTH. FOUNDATION PLAN 2 NOT TO SCALE HILTI HIT C-100 (OR EQUAL) 1/2"0 N/ 4 1/2" EMBED. MIN. (TYP. 4 PLACES) TS 3 1/2" OR 3 1/2"0 STD PIPE *AO O 0 yo, 1 1/2" TYP. ICE BRIDGE BASE PLATE NOT TO SCALE PIPE, & BOLT PATTERN "0 3/16 V 8" x8" x3/8" T DETAIL b m DESCRIPTION REV. 10-14-98 W r a I GALVANIZED PLATFORM W( HANDRAL GB #4 ICE BRIDGE SECTION 4 NOT TO SCALE S-1 i 10'-0" (TYP) -2 900 S. SHACKLEFORD B-1 SUITE 600 LITTLE ROCK, AR 72211 GB #3 NOTE: 1. MONOPOLE AND PLATFORM ARE DESIGNED BY OTHERS. 2. SEE ELECTRICAL DRAWING FOR GROUNDING DETAILS. ANTENNA ORIENTATION � NOT TO SCALE ANTENNA -SEE SCHEDULE ON SHEET A-1. SEE ELEVATION] ON SHT A-2 II NII -HI L_ ANTENNA MOUNTING %-DOWNTILT BRACKET ANTENNA MOUNT AND HANDRAIL - 2 1 /2"0 PIPE GALVANIZED PIPE TO PIPE CLAMP GRATING 'OLE BRACKET SEE NOTE 1 SEE NOTE 2 PIPE INLET-' (TYP.) PORT ON MONOPOLE NOTES: 1. SECURE CABLES TO GRATING W/ TIE WRAPS 3'-0 O.0 2. PROVIDE KELLOMS GRIP AROUND CABLES AND FASTEN TO (E) J -HOOKS INSIDE MONOPOLE SECTION r6 NOT TO SCALE S -t 12" WIDE GALV MICROFLECT-, -- 1 1 GA BENT P B509 PIPE HEAD W/ 11/16"0 HOLES CUT TO SUIT --MICROFLECT B1190 HALFSTRAP W/ 1 /4" O 0 I 00 I \� STAINLESS STEEL SCREW (OR EQUAL) MICROFLECT B1752 SNAP 1 -IN HANGER BRACKET, I BOLTED TO CHANNEL `--(12) 3/4" HOLES FOR � SNAP -IN HANGERS `\' COAX CABLE W/ SST t SNAP -IN CABLE HANGER 3 1/2"0 O.D. PIPE (MICROFLECT B130) 3000 PSI CONCRETE PILE - NOTE: ALL STEEL IS GALVANIZED. ALL BOLTS TO BE FURNISHED W/ WASHERS AND NUTS. ICE BRIDGE PIER 7 NOT TO SCALE S-1 OFFICE- (601) 312-2466 Ai GEM ENGINEERING COMPANY 10970 Stancliff Houston, Texas 77099-4206 Phone 281 561-9225 Fax (281) 561-9399 �irarrr�w...w.. PROJECT NON LTR007A DRAWN BYE DC CHECKED BY- TA/HM rww.w�r SUBMITTALS DATE DESCRIPTION REV. 10-14-98 j CONSTRUCTION FINAL i 1 --- err to vfag—, ARKAN8AS I * AL EN Nm 8795 SCALE- D 1/2 1 2 1 1 1 1 GRAPHIC SCALE IN INCHES LTRO07A ROOSEVELT 2700 BOOKER STREET LITTLE ROCK, AR 72203 SHEET TITLE STRUCTURAL NOTE SECTIONS AND ELEVATIONS SHEET NUMBER '1 SHEET 4 OF 8 SHEETS