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FINISH <br /> LIN41m GRADE PANNG ASPHALT SURFACE <br /> GRACE OR NEW HOT MIR <br /> MATCH SLOPE AND A� PALVEMEINTATOE ATCXOE EXISTING M droPC <br /> THICKNESS OF EIOSnNC CMDXTIONS WHERE APPLICABLE <br /> TRENCH 1401 RTW 136th AVENUE <br /> 6' MIN. TAMAT NI 5- MIN,MIN. SUNFL 33323 <br /> SAWQIT CO <br /> ASPHALT PAVEMENT <br /> FINISHED GRADE OR OOSTNG I' ((LAN)) ASPHALT ROJECT INFORMATION <br /> ASPHALT OR CONGREIE PAVcl1ENT. PAV4'Mf91T REQU/IFJIENT <br /> MATCH SLOPE MD THK%NESS I; GIFFORD WATER TOWER <br /> E%ISnMc ASPHALT OR coNCRETE. <br /> INDISTURBEDGRDuro ( .. % FL- 237 SW-585A <br /> SLOPE__----- COMPACTED BAMFu \ia , ? i T aL 4690 <br /> 28TH COURT <br /> �\ \ carolnw �YBREACH. FL T <br /> NIER COUNTY <br /> I <br /> URRENT ISSUE <br /> BACNTTLL (SAND OR NATIVE <br /> SOUL) \ MARCH 2005 <br /> UTILITY WARNING TAPE COMPACTED BAK (EV..=DATE===OESCRIPTION.� <br /> SUED FOR <br /> i <br /> CONSTRUCTION DRAWINGS <br /> TELEPHONE caoulTS <br /> WHERE APPUGBLE ROWER GNDAT WHERE <br /> COORDINATE SIZE AR0 APPLICABLE COORDINATE <br /> TYPE WITH LOCAL uR1TY sm AND TYPE WITH <br /> (1 ACTIVE. I SPARE LOLL OWN TYPICAL PIPES OR DOWUIR <br /> CONDUIT AS REQ UIREO) <br /> 5" MIN C MIN. TO SECONDARY ELECTRIC' <br /> 6' MN. <br /> (TYP) 2 MN. 12 WN. TO PRIMARY ELECTRIC <br /> SEAL: <br /> • SEPARATION DIMENSION TO BE YERmED <br /> WITH LOCAL UTILITY COMPANY REQUIREMENTS ETRENCH As <br /> SHOWN ON PLANS <br /> JOINT SERVICE TRENCH BURIED CONDUIT <br /> ELECT/ TELEPHONE. <br /> rrrz TYPICAL TRENCH DETAIL <br /> N.T.S. <br /> GENERAL STRUCTURAL NOTES: LANs PREPARED BY <br /> DESCN: <br /> zom FLORIDA IWIAnac CODE MKimley— Horn <br /> WIND Lows (ASCE 7-98) and Associates, Inc. <br /> BASIC MND SPEED - 140MPH <br /> WIND NPORTANCE FACTOR - 1.15 (CATEGORY ILS © 2m5 IaNI AND A55YGARS Mc <br /> WIND EKPOSORE - C 4431 EMBARCADERO OR. <br /> 2. STRUCTURAL STEEL: <br /> 1S' THICK FRNF REINFORCED 3/4' CHAMFER MATERIAL WE5T PALM BEACH, FLORIOA 33407 <br /> CONCRETE y� (Ty) � STRUCTURAL STEEL SHAPES SHALL CONFOIA TO ASTM A06 GRADE (561) 845-0665 <br /> STRUCTURAL TUBE COLMNS SHALL CONFORM TO ASTIR ASOI. GRADE B. STD FERC u9m al <br /> PIPE ANO TUBING SHALL CONFORM TO ASTM A501 ANP SHALL BE SCHEDULE <br /> �.. 40 UNLESS OTHERWISE NOTED. ROVIDER: <br /> . • '• CONNECTONS: <br /> DESIGN SHALL CONFORM N NSC MANUAL OF STEEL CONSTRICTION. <br /> x MdroPCS ° <br /> SECTION A A • WIFALLPLIAMCDEONW TH A�AISN o1"S ANLL MTOSWSIM SMALL BE THE <br /> O <br /> 5 N.T.S. MANMUM ALLOIWD BY THE MATERIAL BONG WELDED WITH E7U K 1401 NK 136th AVENUE <br /> 9 ELECTRODES <br /> SUNR6E R JJ323 <br /> IS -0 <br /> BXLAAJM-K, SIZE AS SHOWN ON DRAWINGS. RAWN � <br /> STRUCTURAL BLAB: <br /> CONCRE/E OF � <br /> .i CONCRETE FOR THE SLAB SHALL HAW A MINIMUM 20 DAY COMPRESSIVE STRENGTH OF <br /> �. ' 4000 PSL AND A MAKIMLN W/C OF 0.45. PEAROCK AGGREGATE MIK SMALL NOT BE VSED. CENSURE' <br /> 8 M . FIBER RERFORCEMENT: IAMD s1EWNNr P 31180JTI <br /> 1 T,; y • , USE ONLY OOK WON POLYPROPYLENE MD FIBERS CONTAINING NO REPROCESSED O.EF1N <br /> MATERIALS. APPLICATION PER CUBIC YARD SHALL EQUAL 0.1% (1.5 LBS) BY VOLAE. KEMx Y. XHANIDI <br /> P 00251 <br /> } 3. HOT DIP GALVANIZE ALL STRUCTURAL S113L OUON LL up ADELD WEEDS ANT AEBADm MARK FAIRCHILDMPE <br /> 51397 <br /> p Y 1 AREAS WITH TART COATS OF CALVwm PLANT. OSCAROSCARRT PE W742 <br /> ,x ORA 4. CONTRACTOR / STEEL FABRICATE INA FAIRCHILD P 4Of439511OR: um <br /> �Y I EL.DIME BE TAXON BY THE CONTRACTOR TOOV9AND 11FY AOCATETION SOME MY TANANY NY EXISTING HEFT <br /> TITLE <br /> LR , j OBSTRUCTIONS THAT MAY INTERFERE MRN THE PLACEMENT OF THE ANTENNAS. IF ANY <br /> A A CONFLICTS MST. THE CONTRACT)R SHALL NOTIFY THE ENGINEER AND SUBMIT ANY <br /> O • i I; ) A PROPOSED CHANCES 10 THE OROIIEA FOR APPROVAL CONCRETE PAD <br /> 9 L 5. CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE AND TRENCH <br /> DETAILS <br /> N "•. V .F REQUIREMENTS IN ACCORDANCE TO THE AISC MANUAL OF STEEL CONSTRUCTION. <br /> 3/4' GUMFEP I. ALL STRUCTURAL STEEL SHALL BE FABMGI11 TTO AEDON <br /> T AT BOLTCNECTIONS MMM <br /> ( ) 1/16 NCH TOLORANCE. STRUCTURAL STEEL SHALL NOT BE FLAME OUT MOM ANY HEFT NUMBER'��EVISION <br /> CIRCUMSTANCES WITHOUT APPIRChAL O THE ENGNEM. <br /> RADIO EQUIPMENT SUPPORT PAD 7. CONTRACTOR / STEELOR FABRICATOR SHALL GAP OR SEAL ALL PPES AS REQUIRED O PREVENT <br /> "NWATM INTRUSION.9 <br /> 3 6. ESOT VEGETATION DEBRIS, ORGANIC AVID OETETEROUS MATERIALS SHALL BE REMOVED FIRMB <br /> BELOW THE CONCRETE PAD / FOOTINGS. <br /> SULWITHIN A MINIMUM (T DED 2 FEST BFlPMOR E BOTTCY 111E PAY / FOOTINGS SHALL 9E FC <br /> UM S O TH <br /> COMPACTED O BBE HOOPROCTLEST YAAJ ONUY DRY DENSITY (ASHY 0155]). <br /> 9. ADEQUATE DRAINAGE SHALL BE PROMOED SUCH THAT NO STANDING WATER IS ALLOWED ON KFW JOb <br /> �: <br /> THE SAB AND WASHOUT BENEATH THE SAB 15 PREVENTED. 171 <br /> „ =Y'F =Z=t %1w 10. CONTRACTOR SHALL RESTORE ALL MEMBERED) AREAS TO EQUAL OR BETTER CONDITION. 0444113 <br />