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<br /> SITE WORK GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: GENERAL NOTES =
<br /> 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: � �
<br /> 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES �• ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, CONTRACTOR-TO BE DETERMINED �
<br /> PRIOR TO THE START OF CONSTRUCTION. ACI 318,ACI 336,ASTM A1&4,ASTM A185 AND THE DESIGN AND SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION)
<br /> 2. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. OWNER-CENTRAL STATES TOWERS � �
<br /> OEM-ORIGINAL EQUIPMENT MANUFACTURE �
<br /> UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED Z.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE H
<br /> AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF 4000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE. SLAB FOUNDATION TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE y �
<br /> THE WORK,SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. DESIGN ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL �
<br /> EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN PSF BE BROUGHT TO THE ATTENTION OF CONTRACTOR. � ,�
<br /> EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
<br /> SUBCONTRACTOR SHALL PROVIDE SAFEN TRAINING FOR THE WORKING 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60, CODES,REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES �
<br /> CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY W
<br /> B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING& SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. V
<br /> EXCAVATION. UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS"B"AND ALL ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
<br /> SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS.
<br /> 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND HOOKS SHALL BE STANDARD,UNO. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. �
<br /> PROJECT SPECIFICATIONS. �
<br /> 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED 5. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,
<br /> 4. IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE a
<br /> FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON >>�
<br /> OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF DRAWINGS: DRAWINGS. p�s o
<br /> LEGALLY. 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH t�_�o 0
<br /> CONCRETE CAST AGAINST EARTH........3 IN. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. t��J'��
<br /> 5. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER z s w m
<br /> CONCRETE EXPOSED TO EARTH OR WEATHER: J W o��
<br /> UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK, 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE
<br /> SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE #6 AND LARGER ••••••••••••••••••••••••••z�N• SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ������
<br /> #5 AND SMALLER 8 VNNF •••••••••1 1/2 IN. CONTRACTOR. �m Y� ..
<br /> DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE p o Q=�
<br /> EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT S. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND T1 CABLES, N u�d d"
<br /> CONTRACTOR,OWNER AND/OR LOCAL UTILITIES. CAST AGAINST THE GROUND: GROUNDING CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING.
<br /> 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE SLAB AND WALL ������������������������3/41N. ,w��
<br /> DURING CONSTRUCTION BEAMS AND COLUMNS •••••••••••••••1 1/2 IN. 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING �71D '
<br /> AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO �'�'�
<br /> 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN 5.A CHAMFER 3/4"SHALL BE PROVIDED AT ALL EXPOSED EDGES OF THE SATISFACTION OF OWNER.
<br /> ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS
<br /> COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED
<br /> 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. m a � '
<br /> AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. � � � m
<br /> THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
<br /> 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN W � � = "' � m
<br /> MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR � a � � � �,
<br /> GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT 12. CONSTRUCTION SHALL COMPLY WITH"GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION o � e a e � ;
<br /> ANY FILL OR EMBANKMENT. PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES ON OF CINGULAR GSM SITES.'
<br /> 10.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A CONCRETE.EXPANSION BOLTS SHALL BE PROVIDED BY
<br /> SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. RAMSET/REDHEAD OR APPROVED EQUAL. ° S
<br /> 11.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK
<br /> AND NOT COVERED BY THE TOWER,EQUIPMENT OR DRIVEWAY,SHALL 7.COLD WEATHER CONCRETING(BELOW 40°).SHALL COMPLY WITH APPLICABLE BUILDING CODES AND STANDARDS: y 3 o c� g
<br /> BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT ACI 301.CONTRACTOR SHALL NEVER PLACE CONCRETE ON FROZEN o o > o z �
<br /> EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. SUBGRADE AND REBAR TEMPERATURE SHALL NEVER BE BELLOW SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE,AND LOCAL m a rc c°� W � p m
<br /> 32°F DURING CONCRETE PLACEMENT.STEEL TEMPERATURE CAN BE CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION(AHJ)FOR THE LOCATION.THE w � � w � o z cai
<br /> 12.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE LL LL o
<br /> DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF REQUIRED RAISED BY BATHING IT IN WATER UNTIL ICE DOES NOT FORM ON EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT � w o LL �' o � �
<br /> DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL BARS.CONCRETE MATERIALS MAY BE HEATED,BUT MIX AWARD SHALL GOVERN THE DESIGN. ° � a Q N ° �
<br /> TEMPERATURE SHALL BE BETWEEN 50°F&70°F AT TIME OF PLACING. 2003 INTERNATIONAL BUILDING CODE 2003 IBC OR LATEST EDITION - W � - a �
<br /> GUIDELINES FOR EROSION AND SEDIMENT CONTROL. ( ) o
<br /> ALL CONCRETE EXPOSED TO FREEZING DURING PLACEMENT OR 2008 NATIONAL ELECTRICAL CODE(NEC 2008) �
<br /> 13.ALL REMOVED SPOILS TO BE UTILIZED FOR BACKFILL SHALL BE y a
<br /> PROTECTED FROM FREEZE DURING SERVICE LIFE SHALL BE AIR ENTRAINED.INSULATED UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS LIFE SAFETY CODE NFPA-101 -
<br /> BLANKETS(OR APPROVED EQUAL METHOD)SHALL BE PLACED OVER SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING
<br /> FRESHLY FINISHED CONCRETE TO ALLOW PROPER CURING/COMBAT AMERICAN CONCRETE INSTITUTE(ACI)318,BUILDING CODE REQUIREMENTS FOR STRUCTURAL
<br /> STRUCTURAL STEEL NOTES: FREEZING.THE CONCRETE TEMP.SHOULD BE MAINTAINED AT 50°F AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC),MANUAL OF STEEL CONSTRUCTION,ASD.
<br /> FOR FIVE(5)DAYS OR 70°FOR THREE(3)DAYS.CONCRETE SHALL
<br /> 1.ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE NOT BE ALLOWED TO FREEZE BEFORE IT HAS REACHED A STRENGTH TELECOMMUNICATIONS INDUSTRY ASSOCIATION(TIA)EIA-222-G,EXPOSURE CATEGORY C, °z �
<br /> PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 OF AT LEAST 500 PSI STRUCTURE CLASS II,TOPO CATEGORY 1.STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA
<br /> UNLESS OTHERWISE NOTED. TOWER AND ANTENNA SUPPORTING STRUCTURES. I L-OO-��rJ4
<br /> 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE)81,GUIDE FOR MEASURING EARTH
<br /> WELDING SHALL CONFORM TO AISC.WHERE FILLET WELD SIZES ARE RESISTIVITY,GROUND IMPEDANCE,AND SURFACE POTENTIALS OF A GROUND SYSTEM HWY 36 & 105
<br /> NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC IEEE 1100(1999)RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONICS
<br /> "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE IEEE C62.41,RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
<br /> TOUCHED UP. (FOR LOCATION CATEGORY"C3"AND HIGH SYSTEM EXPOSURE")
<br /> 3.BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR 2105 E ELDORADO ST
<br /> CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS DECATUR,IL 62521
<br /> NOTED OTHERWISE. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, �A�B� e�
<br /> METHODS OF CONSTRUCTION,OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENTS
<br /> 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" SHALL GOVERN.WHERE THERE IS CONFLICT BETWEEN GENERAL REQUIREMENTS AND A SPECIFIC CHECKED BV: TAZ
<br /> DIA.ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL GOVERN.
<br /> DATE: 07Y30/15
<br /> 5.INSTALLATION OF CONCRETE EXPANSIONMIEDGE ANCHOR,SHALL
<br /> BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE.THE PROJECT# so-�io
<br /> ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO
<br /> MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHEETTITLE
<br /> SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT
<br /> PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. GENERAL NOTES
<br /> SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE
<br /> PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM SHEET NUMBER
<br /> ALLOWABLE LOADS.
<br /> C-4
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