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HomeMy WebLinkAboutConstruction PlansGENERAL NOTES 1. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN VOICESTREAM TAMPA/ORLANDO, INC. OR IT'S DESIGNATED REPRESENTATIVE. 2. WO RK ORK PRESENTED ON THE SE DRAWINGS MUST BE COMPL ETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT. THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY 0 ERLY LICENSED AND D PROPERLY REGISTERED TO DO THIS WORK INTHE STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED, 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS. THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. S. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. 6. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE TESTING'AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, - METHODS. TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATIQN VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. . B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. TO- ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. 11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 12. RADIO EQUIPMENT INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. STRUCTURAL NOTES 1. DESIGN REQUIREMENTS FOR FLORIDA BUILDING CODE 2001. 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AI.S.C. SPECIFICATIONS EC CATIONS FOR STRUCTURAL UC STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGNN INCLUDING THE COMMENTARY AND THE 0.1.S.C. CODE OF STANDARD PRACTICE. 3. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A26. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1-96. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. 5. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 6. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM OWNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 7. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACT 318 AND AC1301. AND SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI (U.O.N.). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL UNLESS OTHERWISE NOTED. MINIMUM CONCRETE COVER SHALL BE 3 INCHES` UNLESS OTHERWISE NOTED. B. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60. DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 9. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AI.S.C. SPECIFICATIONS. 10. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH 0.1.S.C. SPECIFICATIONS. 11. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM,A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE. 12. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF, GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. - 13. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/ SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S SPECIFICATIONS ARE STRICTER. SYMBOLS Al DETAIL N0. n THIS M PM SHEET N0. / - 1 REVISION NUMBER SHEET NO. DETAIL IS LOCATED ON A2P038-B � NORTH PORT ST. LUCIE RIVER 375 E. MIDWAY RD FT. PIERCE, FL 34982 ST. LUCIE COUNTY PROPOSED COMMUNICATION FACILITY CO -LOCATE ON 300' GUYED TOWER JURISDICTION: ST. LUCIE COUNTY UTILITIES CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. LOCATION OF EXISTING R SEWE R, WA TER R LINES GA S LINES CON DUITS CON TS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR VERIFYING LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES (INCLUDING TEST PITS BY HAND IF NECESSARY) IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, OR IF THERE APPEARS TO BE A CONFLICT. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "NO CUTS", 1-800-432-4770. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE UTILITY OWNERS AND CONSTRUCTION MANAGER. DAMAGE BY THE CONTRACTOR TO UTILITIES OR PROPERTY OF OTHERS, INCLUDING EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE CONSTRUCTION CONDITIONS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT. FOR GRASSED AREAS SEED AND MULCH SHALL BE ACCEPTABLE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER. THE REQUIREMENTS FOR AND LIMITS OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF NEW UNDERGROUND TELEPHONE SERVICE WITH THE TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORY PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. PERMITS CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES., ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AC1318-95, "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE". THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUBGRADE IN ITS PRESENT STATE. IF THE MATERIAL, AFTER REWORKING, REMAINS UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVED MATERIAL AT HIS EXPENSE. ALL SUBCRADES SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING. ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. ' ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. SECTION 3, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. VICINITY MAP PROJECT TEAM ENGINEER KCI TECHNOLOGIES, INC. 10150 HIGHLAND MANOR DR SUITE 120 TAMPA. FLORIDA 33610 CIVIL ENGINEER: DARRYL J. KROEZE, P.E. FL. LICENSE NO. 53092 ELECTRICAL ENGINEER: LUIS G. VARGAS. JR, P.E. FL. LICENSE NO. 52139 DRAWING SHEET NO: TITI T-1 ....... TITLE SHEET C-1 ....... SITE PLAN C-2 I - DETAILS S-1 ....... DETAILS LOCATION MAP R Z 0 a r�i1 i w � w_ % W __ O: Q N C1 N 0: 0 � a o � w ,J, N Z U N U w o p < m 0 a v w N J w w Z O I'I Z m Z Z w Y t1 w o In m >- In p Z Y O a w (L D _ a O L) Q F'i a - © � ccd w 2 0 yzo�o� Iwo A� BGS RY' o F- y g y WW W y F y V W m'gm� cc 2g I aC 3 REAMS r J J aky �N0 a p �S 3 0 Z ENGINEER: DARRYL J. SROEM, PE FL LICENSE NO.: 53092 THIS DRAWING IS THE PROPERTY OF THE SURVEYOR/ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT WS/HER EXPRESSED WRITTEN PERMISSION. SCALE+ AS NOTED DATE- 4.2-02 KCIJOB NUMBER, 1002MSJ SHEET TITLE TITLE SHEET 1 c; I .%nn m_ n4/nQ/no 11-A.- i T-1 SLUTIUN 3, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. EXISTING ACCESS GATE EXISTING ACCESS PROPOSED LANDS TREAM 15'x 'TREAM B'-O"N TENT PAD. STREAM ;E .INLINK EXISTING LANDSC! APING. ULE THIS SITE PLAN NOT TO SCALE N SITE DATA 1. PARCEL # : 51-38-41-001-010-0005.0-4 5. STORM WATER MANAGEMENT: PROPOSED IMPERVIOUS AREA: 112 SF (+) SITE SHALL COMPLY WITH ALL STATE AND TOWER OWNER : W & M MANAGEMENT, INC. COUNTY STORM WATER 2. VEHICULAR USE: REGULATIONS. APPROXIMATE ONE TO THREE SITE VISITS 6. PROPOSED ANTENNA INSTALLATION SHALL NOT INTERFERE WITH NORMAL PER MONTH. RADIO AND TELEVISION RECEPTION IN THE VICINITY. 3. WATER AND SEWER: T• INFORMATION USED FOR THE SITE PLAN WAS TAKEN FROM A SURVEY COMMUNICATION FACILITY SHALL NOT BE CONDUCTED BY BURNETT SURVEYING DATED 3/21/02 SERVICED BY WATER OR SEWER. B. AS PROVIDED BY THE SURVEYOR. THE PROPERTY SHOWN HEREON APPEARS TO 4. USE: FALL WITHIN FLOOD ZONE X". AS SHOWN ON THE FLOOD INSURANCE RATE MAP, UNMANNED TELECOMMUNICATIONS RELAY COMMUNITY PANEL NUMBER 020265 280 F. MAP REVISED 11/04/1992, NATIONAL EQUIPMENT. FLOODS INSURANCE0PROGRAM. FEDERAL EMERGENCY MANAGEMENT AGENCY. -PERJ to\n1 !•-1 'j" ne/nQ/nl) 11.4Q•,)n nM NOTE 1: ELEVATION SHOWN FOR REFERENCE ONLY DO NOT USE FOR DIMENSIONING. NOTE 2: EXISTING ANTENNAS AND EQUIPMENT NOT SHOWN FOR CLARITY NOTE 3: GUYWIRES NOT SHOWN FOR CLARITY COMPOUNWIDWER ELEVATION NOT TO SCALE J W J J N La Z O La Z EC Z W y Z IL W O lL � � m } 00 O m p W W > w a [] U Q F N y m R tb W �mS o,O Jn�y F pNx ate. c �2 3 C ENGINEER: DARRYL J. EROEZ9 PE RL LICENSE NO.: 63092 IRIS DRAWING IS THE PROPERTY OF THE SURVEYOR/ENGINEER AND MAY NOT BE JSEO OR REPRODUCED WITHOUT MS/HER :XPRESSEO WRITTEN PERMISSION. SCALE, AS NOTED DATE, 4-2-02 KCIJOS NUMBER: 1002019J SHEET TITLE SITE PLAN SHEET C-1 1 COAXIAL WAVEGUIDE L TYPICAL COAX LAYOUT NOT TO SCALE TYPICAL ANTENNA MOUNTING DETAIL NOT TO SCALE All nA/no/n') 11.A 0.Al Lm GROUND BAR (BEAM CLAMP TO TOWER) GROUND CLAMP ABOVE CABLE HOIST HANGER COAXIAL CABLE 00 n CABLE HOIST AT MID POINT OF VERTICAL RUN HANGER COAX MOUNT AT MID POINT OF VERTICAL RUN NOT TO SCALE UPPER TOWER GROUND BUS — BAR. (TYP. OF 3,11 PER SECTOR.) GROUND BUS BAR 3 CT 2,3��0 OR J 404 COAX RUN DETAIL NOT TO SCALE ANTENNA MOUNTING POLE VOICESTREAM ANTENNA EMS RR65-19-OODP ANTENNA POLE FOR NTEN TREAM MOUNTING ANA ANTENNA EMS RR65-19-OODP R� ZO `'F'G 60 POD. AJU.PERS 2 A 750 3' J LNAf 6')R3 T3(3'lR1 MAIN COAX T1/R7 a CABLE LADDER MIDDLE AND LOWER GROUND BAR IN LINE WITH LADDER. 8-2 our B-1 o z GROUND BUS BAR t- N ANTENNA LOCATION DETAIL® NOT TO SCALE N NOTE TOWER• INFORMATION TAKEN FROM TOWER PLANS PROVIDED BY VOICESTREAM. v FEEDERS (TYP) COLOR BANDS EMS ANTENNA DETAIL NOT TO SCALE NOTES: 1. ANTENNAS TO BE PLACED TO ACHIEVE MAXIMUM HORIZONTAL SEPARATION 2. ELEVATION SHOWN IS OF REAR OF ANTENNA ARRAYE 3. JUMPERS ARE TO BE RUN AS IN DIAGRAM ABOVE 3' JUMPER LNA (3') RY JUMPERS (6') RY JUMPER (MAIN TO FEED LNA) T2/R2 MAIN COAX T,l FEEDERS (TYP) COLOR BANDS CONNECTORS (TYP) QOf ZNZ O G 4 a o � 7 z N Z N U N N � o 0 0 a a O n z J W J J N Lj Li J Z 0 W Z Z 0_ W Y Z 11 W � ED mm } in 0 p w Z y > a w asa o U Q ` J o YP\V�YL%II n� p9 zo ;o V T�%�v73 u. cn :3ul t7 aw 0 0 y g y Lu W � F (/J V ma W 0^ W �OJ co) F �Na O a O3 O � Z ENGINEER: DARRYL J. EROEZE, PE FL LICENSE NO.: 53092 THIS DRAWING IS THE PROPERTY OF THE SURVEYOR/ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS/HER EXPRESSED WRITTEN PERMISSION. SCALE. AS NOTED DATES 4.2-02 KCIJOR NUMBER' 1002019J SHEET TITLE DETAILS SHEET C-2 GALVANIZED PIPE POST CHANNEL SUPPORT KIT MICROFLECT tOR APPROVEDBEQUAL SNAP -ON STAINLESS — STEEL CLAMPS GALVANIZED 3" SCHED 40 PIPE POSTS TO BE PLACED COAXIAL CABLE ON THE SAME SIDE OF THE WAVEGUIDE BRIDGE. GALVANIZED UNISTRUT- CHANNEL (TYP) It 10"-X 0'•10" 4-%Z' 0 GALV. X I/Z" ANCHOR BOLTS. EMBEDDED TO 4" .. ......... .. ...... (MIN). CONCRETE APPLICATION nA / COLOR CODE: SECTOR A: RED (R) SECTOR B: YELLOW (Y) SECTOR C:BLUE (8) WAVEGUIDE CHANNEL SUPPORT DETAIL NOT TO SCALE GALVANIZED PIPE CAP 24" GRIPSTRUT GALVANIZED 3" SCHED 40 PIPE POSTS TO BE PLACED ON ALTERNATING SIDES OF THE WAVEGUIDE BRIDGE 0 4'-0" C-C DIA X 18" LONG kVMIZED THREADED WASHERS FOR EACH END EMBED POST A MINIMUM OF r 24" INTO PIER GROUND APPLICATION TYPICAL BTS CABINET SLAB DETAIL NOT TO SCALE NOTE: CONTRACTOR SHALL VERIFY ALL VOICESTREAM EQUIPMENT SPECIFICATIONS PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES. - CONCRETE PIER (MIN. 3000 PSI CONCRETE) COORDINATE INSTALLATION W/ CONSTRUCTION MANAGER CONCRETE PAD ® O 0® ® 0 0® © O O© BTS CABINET /I ----------- (DI i® I CONDUIT LOCATIONS ROUTE DIAGRAM NOT TO SCALE NOT TO SCALE BTS CONDUIT DETAILS p , > • p , o . p CONCRETE MOUNTING DETAIL FOR BTS CABINET NOT TO SCALE 1" CHAMFER PREPARED SUBGRADE COMPACTED \�\ TO 95X RELATIVE DENSITY LEGENDED : r (D 1" CONDUIT FOR GROUND ® 2" CONDUIT FOR BTS INTERCONNECTION © 2" CONDUIT FOR BTS INTERCONNECTION ® 2" CONDUIT TO TELCO SOURCE ® 2" CONDUIT TO ELECTRIC SOURCE ® 3" CONDUIT FOR DATA INTERCONNECTION z 0 CONDUIT NOTES: N 3 1) LOCATION, SIZE, AND ROUTE OF o > o w INTERCONNECTION PROVIDED BY CLIENT, a N 2) ALL CONDUIT SHALL BE SCHEDULE 0 �' 40 PVC,UNLESS OTHERWISE NOTED. 0 w 3) SEE EQUIPMENT LAYOUT PLAN o a FOR LOCATION AND ORIENTATION i OF BTS CABINETS. N 0 41 CONDUIT ROUTES ARE DIAGRAMMATIC U w c ONLY.CONTRACTOR SHOULD DETERMINE BEST ROUTE. w o 0 rn 5) TWO "BACK TO BACK" BTS CABINETS � \ o v SHOWN. TWO "IN LINE" BTS CABINETS SIMILAR. o 6) PER CLIENT, ALL CONDUIT TO z "FUTURE" BTS CABINETS SHALL BE ROUTED ON SLAB SURFACE AND ARE NOT A PART OF THIS PLAN. 7) CONDUIT LOCATIONS ARE SHOWN FOR J N REFERENCE ONLY. CONTRACTOR TO J Z w CONTACT ERICCSON MANUFACTURER w Z FOR EXACT CONDUIT STUB -UP Z LLJ s LOCATIONS. w w o m r m } m o EO 0 w 3 0 M a Er w x a a BTS CABINET (TYPICAL) C3 0 Q /Z' 0 EXPANSION BOLT OR SLEEVE ANCHOR. EMBED MINIMUM 31/4". PROVIDE ONE BOLT PER CABINET CORNER (TYPICAL OF 4). MOUNTING CABINET (TYPICAL) T/ CONCRETE PAD p o p o o p o A )GEDIS— DISTANCE I IANR a Sao COMMUNITY DEVELOPMENT B" CONCRETE SLAB WITH ST. LUCIE CQijNJ,'i, GL- REINFORCEMENT AND A LIGHT BROOM - FINISH 4" MIN TOP OF SLAB BTS EQUIPMENT SLAB DETAIL NOT TO SCALE NOTES 1. CONCRETE SHALL CONFORM TO THE SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING, ACI 301-89. CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A 4,000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE SHALL BE TESTED TO VERIFY 4,000 PSICOMPRESSIVE STRENGTH WITH FIBER MESH REINFORCEMENT. 2. CONCRETE MIX DESIGN: 6-%2" SACKS MINIMUM PER CUBIC YARD. 5" MINIMUM, 7" MAXIMUM SLUMP. Y4" MAXIMUM AGGREGATE. 3. EXACT POSITION OF BTS CABINETS ON SLAB SHALL BE DETERMINED IN THE FIELD. 4.COAX SUPPORTS TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. 5. CONCRETE PAD IS DESIGNED TO BEAR ON 2000 PSF SOIL BEARING CAPACITY TO BE VERIFIED AT TIME OF EXCAVATION BY A SOILS ENGINEER REGISTERED IN THE STATE OF FLORIDA. VAPOR BARI SLAB, 6 MIL �Z �°nta mo FEU zQ��aA ,�E E)JC a UJM m �vx a ENGINEER: DARRYL Jr. EROEZE, PE FL LICENSE NO.: 53092 THIS DRAWING IS THE PROPERTY OF THE SURVEYOR/ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT HIS/HER EXPRESSED WRITTEN PERMISSION. SCALE, AS NOTED DATE+ 4-2-02 KCI JOB NUMBER, 1002018J SHEET TITLE DETAILS SHEET S-1