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<br /> PREPARED FOR:
<br /> C NFC NF FRAiNOTES, FY AVATYIN ANO -RAOI NOTES,
<br /> 1.THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS.CONDITIONS AND I.ALL CUT AND FILL SLOPES SHALL BE 3:1 MAXIMUM.
<br /> ELEVATIONS BEFORE STARTING WORK.ALL DISCREPANCIES SHALL BE CALLED TO
<br /> THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING 2.ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE
<br /> WITH THE WORK.ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE Sprint'
<br /> INSTALLATION
<br /> N
<br /> ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTCABLES. FROM LOOSE MATERIAL AND EXCESS GROUND WATER.DEWATERING FOR EXCESS
<br /> GROUND WATER SHALL BE PROVIDED IF REQUIRED.
<br /> 2. IT ITHE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED
<br /> INSTALLL ATION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY y.CONCRETE FOUNDATIONS SHALL NOT BE PLACED ORGANIC MATERIAL IF
<br /> BRACING,SHORING, FORM WORK,ETC, IN ACCORDANCE WITH ALL NATIONAL, SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH.THE
<br /> STATE AND LOCAL ORDINANCES SAFELY EXECUTE ALL WORK AND SHALL BE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE 1 INTERNATIONAL BOULEVARD
<br /> RESPONSIBLE FOR SAME.ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
<br /> EXCAVATION SHALLBE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED SURE
<br /> y.THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF$KILLED WORKMEN WHO FOR THE FOUNDATION.
<br /> ION. MAHWAH, N.J..J. 0 07495
<br /> ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO
<br /> ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS 4.ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER CONSULTANT:
<br /> NEEDED FOR PROPER PERFORMANCE OF THE WORK. MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME
<br /> QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
<br /> 4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED.SHALL NOT BE USED
<br /> ACCEPTED CONSTRUCTION PRACTCABLES CONSTRUCTION CONTRACTOR WILL BE AS COMPILING CONCRETE THICKNESS. MORRI6o1N HERSHVIELD
<br /> REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE °e RRISONH RS FI LD
<br /> C45.
<br /> ONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING 5.AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW I>bnm4on,FL=4
<br /> THE SAFETY OF ALL PERSONS AND PROPERTY.THAT REQUIREMENT SHALL BE MADE GRADE AND BEFORE BACKFILLING,ALL EXCAVATIONS SHALL BE CLEAN OF TM:os4sn.4e55 Fac—.5n.M
<br /> TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS AND 50 FORTH. STATl of RARow LOA 0000ss5e
<br /> CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN u.�wAVNOMeMSale.mm
<br /> ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 6.ALL BACKFILLING SHALL(1) USE APPROVED MATERIALS CONSISTING OF EARTH,
<br /> CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, LOAM,SANDY CLAYS.SAND AND GRAVEL OR SOFT SHALE.(2)BE FREE FROM
<br /> 5.SITE GROUNDING SHALL COMPLY WITH SPRINT LATEST GROUNDING STANDARDS. CLODS OR STONES OVER 2 1/2'MAXIMUM DIMENSIONS. MD(3)BE PLACED IN
<br /> AND COMPLY WITH SPRINT LATEST GROUNDING CHECKLIST. LAYERS AND COMPACTED. SITE NAME:
<br /> WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT,THEY SHALL 7.SITE FILL MATERIAL AND FOUNDATION BACKFILL SHALL BE PLACED IN LAYERS GIFFORD WATER TANK
<br /> GOVERN.GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEW TOWER. MAXIMUM 6' DEEP BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF
<br /> 6.ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95%OF MAXIMUM SITE NUMBER:
<br /> PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND DENSITY.AT THE OPTIMUM MOISTURE CONTENT OF 32R AS DETERMINED BY ASTM M160XC2Q0
<br /> UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF DESIGNATION D-698,UNLESS OTHERWISE APPROVED.SUCH BACKFILL SHALL NOT b
<br /> TEMPORARY LIGHTING AND MARKING ARE REQUIRED BY THE FEDERAL AVIATION BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.
<br /> ADMINISTRATION(FAA), R IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE 8.THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF AND SITE ADDRESS:
<br /> NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OFA PREVENT WATER FROM STANDING.THE FINAL GRADE SHALL SLOPE AWAY IN ALL 4690 28TH CT.
<br /> PROBLEM. VERO BEACH, FLORIDA 32948
<br /> DIRECTIONS FROM THE FOUNDATION AREA(UP TO ONE FOOT OUTSIDE THE FENCE
<br /> 7.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND OR GROUND SYSTEM PERIMETER)AND SHALL BE COVERED WITH A GEOTEXTILE IAN RIVER COUNTY
<br /> FEDERAL CODES OR ORDINANCES.THE MOST STRINGENT CODE WILL APPLY IN THE FABRIC MIRAFI 500X OR APPROVED EQUAL TO PREVENT REOCCURRENCE OF
<br /> CASE OF DISCREPANCIESE GROWTH,AN THEN SHALL BE COVERED WITH 4DEEP COMPACTED
<br /> OR DIFFERENCES IN THE CODE REQUIREMENTS. VEGETATIVE M
<br /> STONE OR GRAVEL. 3
<br /> B.ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE CONTRACTOR'S
<br /> EXPENSE 9.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTRA a T1111111FIFTT Y'
<br /> MEASURES AS REQUIRED BY LOCAL.CIN,COUNTY AND STATE CODES AND
<br /> 9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTCABLE TO THE ORDINANCES TO PROTECT EMBANKMENT FROM SOIL LOSS AND TO PREVENT
<br /> BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS.A ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS FROM LE LNG � J° IV °C
<br /> MINIMUM OF 24 HOURS OF NOTCABLE SHOULD BE GIVEN AND THE BUILDING THE CONSTRUCTION AREA.THISC E MAY INCLUDE SUCH MEASURES AS SILT FENCES.
<br /> INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE STRAW BALE SEDIMENT BARRIERS AND CHECK DAMS.
<br /> SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. NO 62209
<br /> 10.FILL PREPARATION:REMOVE ALL VEGETATION,TOPSOIL DEBRIS,WET AND
<br /> 10. FOR NEW TOWERS,SPRINT WILL CONFIRM FAA APPROVAL OF TOWER UNSATISFACTORY SOIL MATERIALS,OBSTRUCTIONS AND DELETERIOUS MATERIAL FROM = "
<br /> LOCATION BY ISSUING TOWER RELEASE FORM. NO TOWER SHALL BE CONSTRUCTED GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED .'V STATE OF o°
<br /> UNTIL TOWER RELEASE FORM IS ISSUED TO THE CONTRACTOR. SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL �
<br /> BOND WITH EXISTING SURFACE WHEN SUBGRADE OR EXISTING GROUND SURFACE TO °
<br /> 11.THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG RECENE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP �i�F`s'oo4R�0:^"
<br /> WITH THE SPECIFICATIONS AND TOWER DRA`MNGS/ANALYSIS.CONTRACTOR IS GROUND SURFACE TO REQUIRED DEPTH,PULVERIZE, MOISTURE CONDITION OR
<br /> RESPONSIBLE FOR REVIEW OF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY.
<br /> 12.THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES WITHIN THE 11, REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL
<br /> CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. SURFACING IS REMOVED DURING CONSTRUCTION OPERATIONS, GRAVEL SURFACING
<br /> SHALL BE REPLACED TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL YNI WANG
<br /> BE OF THE SAME THICKNESS.SURFACES AND GRAVEL SURFACING SHALL BE FREE also SNGNEER
<br /> 13.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON FROM CORRUGATIONS AND WAVES. EXISTING GFAVEI SURFACING MAY BE EXCAVATED 5 R DA
<br /> THE SITE AT ALL TIMES.SILT AND EROSION CONTROL SHALL BE MAINTAINED ON SEPARTELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH,ORGANIC MATTER,OR
<br /> THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES.ANY DAMAGE TO ADJACENT OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL
<br /> PROPERTIES WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED.BEFORE GRAVEL
<br /> 14.CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO A SURFACING 15 REPLACED,SUBGRADE SHALL BE GRADE TO CONFORM TO REQUIRED
<br /> MINIMUM.ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SUB
<br /> ELEVATIONS.AND LOOSE OR DISTURBED MATERIALS SHALL BE
<br /> SHALL BE REMOVED.ANY DAMAGE TO PROPERTY OUTSIDE THE LEASED PROPERTY THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND yDRWN BY:WJDATE DRAWN:05/12/12
<br /> SHALL BE REPAIRED BY THE CONTRACTOR. COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL
<br /> SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. REVIEWED BY: CC APPROVED BY: RL
<br /> 15.ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BE 12.PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE MH PROJECT p:7123001.00
<br /> INCLUDED IN THE BID.EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE EQUIPMENT LOADS WILL OPERATE.USE PLANKING OR OTHER SUITABLE MATERIALS REVISION
<br /> DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR DESIGNED TO SPREAD EQUIPMENT LOADS, REPAIR ANY DAMAGE TO EXISTING GRAVEL NO DESCRIPTION
<br />BY DATE
<br /> TO DISPOSAL. SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S
<br /> OPERATIONSA FORA CD SUBMITTAL WJ 05/14/12
<br /> .
<br /> 16. SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS 0 FINAL NU 07/25 12
<br /> POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT.THE CONTRACTOR IS 13DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM 1 FINAL WJ 09 27
<br /> RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF
<br /> VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. CONTRACTORS NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNERS 2 U.S.G. COMMENTS C 06112141
<br /> ' A
<br /> SATISFACTION AT CONTRACTOR'S EXPENSE.
<br /> 17.PERMITS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED
<br /> PERMITS, LCJABLENSES, FEES,INSPECTIONS, ETC.AND PROVIDE E911 ADDRESS TO 14.CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH THE
<br /> SPRINT WIRELESS. PROPERTY OWNER SO AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S
<br /> OPERATIONS. SH FFT TITLE:
<br /> IB. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES,SUBSTITUTIONS, GENERAL NOTES
<br /> ETC.,BETWEEN THE WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A 15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF
<br /> CLEAN SET OF CONTRACT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION.
<br /> CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. SHEET NUMBER:
<br /> 16.RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE ANDUNIFORM IN QUALITY AND T-4
<br /> —A
<br /> FREE OF ANY DETRIMENTAL QUANTITY OF SOFT,FRIABLE,THIN,ELONGATED OR
<br /> LAMINATED PIECES. DISINTEGRATED MATERIAL.ORGANIC MATTER.OIL,ALKALI OR 4
<br /> OTHER DELETERIOUS SUBSTANCE.
<br />
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