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2301 Mayport RdSprinter 'P Together with Nextel. SITE # FL2292—A (JA73XCO54—A) "ATLANTIC BEACH" 2301 MAYPORT RD. ATLANTIC BEACH, FL 32233 CO-IILOCATE ON EXISTING 23' WATER TOWER ECEIVE1 MAR 0 2007' �5 - m Z `N G E) �i 4 w �mm PROPERTY OWNER] DEVELOPER A&E FIRM TELEPHONE COMPANY POWER COMPANY CITY OF ATLANTIC BEACH SPRINT TECHNICAL ASSOCIATES BELLSOUTH JEA Q G-1 851 TRAFALGAR CT., 300 E 12276 SAN JOSE BLVD. SUITE 425 9209 HAYDEN ROAD 6674 COMMONWEALTH AVE. MIKE FIELDS MAITLAND, FL 32751 JACKSONVILLE, FLORIDA 32223 JACKSONVILLE, FL 32218 JACKSONVILLE, FLORIDA 32254 PHONE: 904-247-5830 PHONE: 407-838-5078 PHONE: 904-696-0779 PHONE: 904-757-8552 PHONE: 904-665-5685 CELL 904-579-7410 FAX: 407-838-5001 FAX: 904-696-0638 FAX: 904-665-7614 CELL: 321-228-4969 CELL: 904-237-7980 KEVIN FITZGERALD SHELDON FLOWERS E—MAIL: kevin.titzgerald®bellsouth.com MARK RESOS CELL: 904-588-4504 CHRIS MCGEE JOHN G. HOWARD E—MAIL: resom®jea.com EMAIL: Chris.McGee®sprint.com EMAIL jhoward®technicalossociates.cu;a TIM TOWNSEND 904-247-5839 DRAWING INDEX G-1 COVER SHEET N-1 NOTES S-1SITE PLAN & DETAILS S-2 EQUIPMENT DETAILS T-1 TOWER ELEVATION & DETAILS E-1 UTILITIES E-2 GROUNDING PLAN & NOTES E-3 GROUNDING DETAILS SURVEY ATTACHED — 1 DRAWING(S) TOWER DATA (NAD 83) TOWER: EXISTING WATER TOWER LATITUDE: 30' 20' 58.293" NORTH LONGITUDE: 81' 24' 42.182" WEST SITE INFORMATION S17E ADDRESS: 2301 MAYPORT ROAD PERMITTING JURISDICTION: CITY OF ATLANTIC BEACH COUNTY: DUVAL COUNTY SATE HAZARD INFORMATION THIS FACILITY DOES NOT POSE A RISK OF EXPLOSION, FIRE OR OTHER DAMAGE DUE TO PROXIMITY TO VOLATILE, FLAMMABLE OR EXPLOSIVE MATERIALS. PROJECT DESCRIPTION PROVIDE A NEW UNMANNED EQUIPMENT CABINET OR A PC WIRELESS BASE STATION TO INCLUDE: 1. INSTALL ANTENNAS, COAX CABLES ON AN EXISTING WATER TOWER; 2. N":' EQUIPMENT CABINETS; 3. NEW EQUIPMENT PAD/FRAME FOR EQUIPMENT CABINETS; 4. NEW ELECTRICAL SERVICE; 5. NEW TELEPHONE SERVICE. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION; HANDICAP ACCESS REQUIREMENTS ARE NOT REQUIRED. PLUMBING REQUIREMENTS FACILITY HAS NO SANITARY OR POTABLE WATER. FLOOD HAZARD AREA NOTE THE PROPERTY SHOWN HEREON LIES ON COMMUNITY—PANEL N0, 1200075 D001D, DATED APRIL 17, 1989, APPEARS TO BE IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. Q � ch � MO c� F U � W w t—u- Q U xm0 Q a WZ�Ow°c,4 O MFN Cz U < N < J c pj_ =L �4= LLJa N Lu N M Lu N UDQ z U 9 m o Ocl)oE (n > Q0� s U O J U > mp F Za0 m _� U `r° Y NU u I—�a o DIRECTIONS TO SITE FROM JACKSONVILLE SPRINT OFFICE, GO NORTH ON PHILIPS HWY / US -1N. TURN r°y RIGHT ONTO BAYMEADOWS RD / FL -152 E. TURN LEFT ONTO FL -115 N / S�AiIDE BLVD. MERGE ONTO FL -202 E / J TURNER BUTLER BLVD TOWARD U FION, G-1 FLA. TAKE THE HODGES BLVD EXIT. TURN LEFT ONTO HODGES BL -Rl Hl ONTO ATLANTIC BLVD / FL -10 E. MERGE ONTO MAYPORT RD /1END AT OF $ 2301 MAYPORT RD ATLANTIC BEACH, FL 32233. TOTAL EST. DIS E: 19.9 5 MILES. DATE: MARCH 27, 2007 PROJECT NO.: 067843 GENERAL NOTES: G-1 ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE '2004 FLORIDA BUILDING CODE" AND SHALL MEET OR EXCEED THE STRICTER OF APPLICABLE COUNTY CODES AND REGULATIONS, LATEST EDITIONS. CONTACT CONSTRUCTION MANAGER FOR DETERMINATION PRIOR TO CONSTRUCTION. G-2 SEE SURVEY FOR LEGAL DESCRIPTIONS, GRADES AND OTHER SITE INFORMATION. G-3 ANTENNAS, ANTENNA MOUNTS, PPC CABINET, CMO CABINET, SKID & COAXIAL CABLE SHALL BE PROVIDED BY SPRINT. CONTRACTOR SHALL COORDINATE SCHEDULE OF DELIVERY TO AVOID DELAYS. G-4 DAMAGE TO ALL UTILITIES, LAND, DRIVEWAY AREAS AND PROPERTY OF OTHERS, DISTURBED BY CONSTRUCTION, SHALL BE RETURNED TO THE ORIGINAL CONDITION, AT COMPLETION OF WORK. G-5 CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER AND TELEPHONE UTILITIES AND THE CONSTRUCTION MANAGER TO CONFIRM THE SOURCE OF SERVICE, PRIOR TO INSTALLATION OF CONDUITS. G-6 CONTRACTOR SHALL INSTALL THE POWER AND TELEPHONE SERVICE UNDERGROUND TO EQUIPMENT, AS NOTED, PER ELECTRICAL PLAN. G-7 ALL WORK SHALL BE DONE SATISFACTORILY IN A PROFESSIONAL WORKMANLIKE MANNER, SUBJECT TO INSPECTION DURING THE CONSTRUCTION AND FINAL APPROVAL BY THE CONSTRUCTION MANAGER. G-8 ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR ALTERATIONS FROM THE PLANS AND/OR SPECIFICATIONS, SHALL BE APPROVED BY THE CONSTRUCTION MANAGER. G-9 COLOR SELECTION SHALL BE MADE BY CONSTRUCTION MANAGER. G-10 CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND BRING DISCREPANCIES TO THE ATTENTION OF CONSTRUCTION MANAGER. G-11 CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY LOCATOR FOR EXACT LOCATION OF EXISTING UTILITIES, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS BY TEST PIT, AS NECESSARY. EXACT LOCATION OF UTILITIES SHOWN ON PLAN ARE APPROXIMATE & FOR PLANNING PURPOSES ONLY. G-12 CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES AND PROVIDE PROTECTION DURING CONSTRUCTION. G-13 CONTRACTOR SHALL DOCUMENT THE "AS—BUILT" LOCATIONS OF ALL BURIED UTILITIES, INCLUDING POWER, GROUNDING, ETC.. G-14 CONTRACTOR SHALL SECURE ALL THE NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENT AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS AND REQUIREMENTS OF THE PERMITS. G-15 CONTRACTOR SHALL PROTECT ALL SURVEY STATIONS DURING THE CONSTRUCTION AND REESTABLISH DISTURBED STATIONS. G-16 TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY G-17 CONTRACTOR SHALL VISIT PROJECT SITE TO VIEW ALL CONDITIONS PRIOR TO SUBMITTING BID. ANY CHANGES DURING CONSTRUCTION DUE TO AN EXISTING CONDITION, VISUALLY ASCERTAINABLE, PRIOR TO SUBMITTING BID, CANNOT BE THE BASIS FOR A CHANGE ORDER. G-18 COAT ALL SURFACES W/NO—OX WHERE DISSIMILAR METALS CONTACT. G-19 CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY COAX REELS FROM THE SITE UPON COMPLETION OF THE PROJECT. DESIGN: D-1 DESIGN IS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE. D-2 BTS CABINET LOADING PER SPRINT STANDARD NORTEL (OUTDOOR CDMA METRO CELL) CELL EQUIPMENT. MAXIMUM WEIGHT OF EACH CMO CABINET = 3000 LBS. MAXIMUM WEIGHT OF PPC CABINET = 500 LBS. WEIGHT OF GENERATOR AND SUB—BASE FUEL TANK NOT TO EXCEED A TOTAL WET WEIGHT = 6,000 LBS, D-3 DESIGN LOADS: DUVAL COUNTY, FLORIDA A) 120 MPH WAND SPEED, 3 SECOND—GUST. BUILDING CATEGORY II, IMPORTANCE FACTOR 1.0, EXPOSURE CATEGORY C. B) ALL OTHER LOADS ARE PER ASCE 7-02 D-4 EQUIPMENT PAD—ON—GRADE DESIGN IS BASED ON MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. D-5 DESIGN OF ANTENNAS, MOUNTS, EQUIPMENT CABINETS AND THEIR ATTACHMENTS ARE BY OTHERS. ELECTRICAL NOTES: E-1 ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE CONSTRUCTION MANAGER HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. E-2 ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. E-3 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE AUTHORITY HAVING JURISDICTION, INCLUDING LOCAL POWER & TELEPHONE COMPANIES. E-4 DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM W/SPRINT CONSTRUCTION MANAGER. E-5 MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL HARING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER HATH THHN INSULATION. E-6 OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WATH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. E-7 IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. E-8 ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH BY SPRINT. E-9 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO APPROVAL BY CONSTRUCTION MANAGER. E-10 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. E-11 CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFEC a FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. E-12 THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. E-13 REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF THE WORK. E-14 CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. E-15 PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. E-16 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE UST OF UL APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE. E-17 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR CUT SHEETS OF ANY/ALL UGHTING FIXTURES, SNATCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER. E-18 CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED OF OF HIS WORK. E-19 THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. E-20 DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY—DUTY, QUICK—MAKE AND QUICK—BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE. E-21 THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. E-22 CONTRACTOR SHALL CONFIRM WITH LOCAL UTLITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC.. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. E-23 ALL CONNECTIONS SHALL BE MADE WITH THOMAS AND BETTS KOPR—SHIELD (TM OF LUBE, INC.) OR BURNDY PENOTROX—E. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED — NO SUBSTITUTIONS STRUCTURAL STEEL: S-1 DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC "SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. S-2 STRUCTURAL PIPE SHALL COMPLY WITH ASTM A53, TYPE E OR S, GRADE B, FY = 35KSI. WIDE FLANGE SHAPES SHALL COMPLY WITH ASTM A992, GRADE 50. ALL OTHER STRUCTURAL SHAPES & PLATES SHALL COMPLY WITH ASTM A36. S-3 WELDING: ALL WELDING IS TO BE DONE BY PRE—QUALIFIED WELDERS, HOLDING CURRENT CERTIFICATE FROM A RECOGNIZED TESTING LABORATORY. ALL WELDS ARE TO BE PER AWS D1.1, LATEST EDITION. ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. ELECTRODES SHALL BE E70XX. S-4 ON SITE WELDING SHALL NOT BE ALLOWED OTHER THAN THE WELDING SHOWN ON THESE DRAWINGS AS FIELD WELDS. S-5 ALL EXPOSED STEEL SHALL BE HOT—DIPPED GALVANIZED AFTER FABRICATION PER ASTM A153 OR A123. S-6 APPLY TWO COATS OF ZINC—RICH RUST—OEUM #2185 PAINT TO ALL FIELD DRILLED HOLES AND CUTS. GLID—GUARD EPDXY #5465 COATING SHALL BE APPLIED TO ALL AREAS WHERE GALVANIZED SURFACES NEED TO BE RECONDITIONED, INCLUDING ALL WELD AREAS. THOROUGHLY CLEAN SURFACE PRIOR TO APPLICATION OF ANY CORROSION INHIBITING COMPOUND OR PRODUCTS. REINFORCED CONCRETE: R-1 PREPARATION, TESTING, AND PLACING OF CONCRETE AND REINFORCEMENT SHALL BE PER ACI -318, 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. R-2 CONCRETE: ALL CONCRETE SHALL BE F'c = 4,000 PSI AT END OF 28 DAYS AS DETERMINED BY ASTM C31 AND C39 AND SHALL BE NORMAL WEIGHT. R-3 FIBER REINFORCED CONCRETE SHALL COMPLY WITH ASTM A820 WITH MINIMUM DOSAGE RATE OF 80LBS/YARD. R-4 REINFORCING BARS SHALL HAVE A MINIMUM YIELD STRENGTH OF Fr60,000 PSI AND SHALL COMPLY WITH ASTM A615. R-5 PROVIDE MIN. CONCRETE COVERAGE FOR REINFORCING STEEL OF 3". R-6 INSTALLATION OF CONCRETE EXPANSION, WEDGE ANCHORS & ADHESIVE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. ANCHOR BOLT, DOWEL OR ROD, SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH, OR AS SHOWN ON DRAWINGS. R-7 CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER PRIOR TO CONCRETE POUR. FOUNDATION NOTES: F-1 EXISTING VEGETATION AND ORGANIC MATERIALS SHALL BE REMOVED FROM THE CONCRETE PAD AREA FILL SITE TO DESIGN ELEVATION W/ CLEAN, SANDY SOIL. COMPACT UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM D1557. F-2 REGRADE AROUND PAD, AS REQUIRED, TO ALLOW MAXIMUM 4" OF PAD THICKNESS, EXTENDING ABOVE FINISHED GRADE. PROVIDE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATION, IF REQUIRED. ELECTRICAL LEGEND: O GROUND ROD W/ACCESS ® GROUND ROD ■ CADWELD TYPE CONNECTION • MECHANICAL CONNECTION - — — — — — — #2 AWG BCW GROUND EG EMERGENCY GENERATOR UE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE OE OVERHEAD ELECTRIC OT OVERHEAD TELEPHONE OE&T OVERHEAD ELECTRIC & TELEPHONE UE&T UNDERGROUND ELECTRIC & TELEPHONE E ELECTRIC T TELEPHONE EOU EXISTING OVERHEAD UTILITIES A ALARM PPC REPRESENTS DETAIL NUMBER @:--REPRESENTS DRAWING NUMBER ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BATT BATTERY BCW BARE COPPER WIRE BTS BASE TRANSMISSION STATION C CONDUIT CONC CONCRETE CGB COAX GROUND BAR CMO COMPACT METROCELL OUTDOOR DR DIGITAL RACK GPS GLOBAL POSITIONING SYSTEM MTS MANUAL TRANSFER SWITCH O.C. ON CENTER PPC POWER PROTECTION CABINET RGS RIGID GALVANIZED STEEL RR RADIO RACK TYP TYPICAL *BELL hine Ste One—Call ATWIDE800432-4770HOURSFORE YOU DIG CAUTION: CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION, SO AS TO NOT DISTURB ANY EXISTING UNDERGROUND UTILITIES OR GROUNDING SYSTEMS. NOTE: HAND DIGGING MAY BE REQUIRED 00 " I 1 17 - 0 1 z 0 w m ul Mul q 0 N U U n M M w F— � < U)DO p = � ESU I ¢ ¢ O�¢w I zQ�m� ~ r7FN < N Q _j F_ N Lu N o QLu N UIQ p o >0 Q m LL J Lu W w QOJ U_ J > ZQO _ cn C) LL Iw— N¢ 0 0 0 DRAWING N-1 2 of 8 DATE: MARCH 27, 2007 PROJECT NO.: 067843 SITE PLAN SCALE: 22" x 34" SHEET 3/' SCALE: 11"x17" SHEET 3/32" SPRINT LEASE f EXISTING EXISTINPARCEL G 1 a TRANSFORMER— RANSFORMER BUILDING o EXISTING � BUILDING_� 0 -� x x x x x= -x x x x� 1=voAnlnMn 01-rc E31 AKI EXISTING (2) 2- CONDUITS SCALE: 22" x 34" SHEET 1" = 200'-0' WILL PULLSTRINGS SCALE: 11"x17" SHEET 1" = 100'-0" (ABANDONED) PARCEL. SEE SURVEY FOR METES & BOUNDS. � I I I ! I I ---------------J I i ! I i I 15' WIDE ACCESS & UTILITY EASEMENT SEE SURVEY FOR METES AND BOUNDS I EXISTING FENCE-\ I I ,r ----T x---'E�x NEW SPRINT 11'-6" X 20' EQUIPMENT PAD. 1 S -i C a FUTURE GENERATOR W - I � � S-1 O.3 �W-poI_ iNp 6 kg FUTURE Loll CMO w #2 1 N I j IIS � II! � Z II III O ' BIAS -T ENCLOSURE. Z - - -- -""� PROVIDED BY SPRINT � J o INSTALLED BY m 'm _ CONTRACTOR. O m T w U) Y Q U) Q J W U Q O m U CMO -p j{ O N U Z CONDUIT SUPPORT e / .- $-2 4� .5 w y a � w MINI -PPC A ~ FUTURE u ATS ♦ ^ o y 0 ANTENNA 6'-0' 2' - EQUIPMENT _ EQUIPMENT PLAN SCALE: 22"x34" SHEET 1/6' = 1'-0" S-1 SCALE: 11"x17" SHEET 1/4" = 1'-0" NOTE: 1. USE EXISTING PAD FRAME AND REBAR THAT IS ON-SITE. REMOVE EXISTING WEEDS/GRASS BY HAND (NO WEED KILLER IS ALLOWED) AND LEVEL AS NEEDED MOUNT COMPACT METROCELL OUTDOOR TO SKID WITH MOUNTING KITS PROVIDED WITH CABINETS. ALL REQUIRED HARDWARE AND INSTALLATION INSTRUCTION PROVIDED NTH KITS. MOUNT COMPACT METROCELL OUTDOOR SKID % NTH (5) 01/2" HILT] KWIK BOLT II. / MINIMUM 3.5" EMBEDMENT. ISOLATION PAD — CMO CABINET 6" HIGH SKID PROVIDED BY SPRINT INSTALLED BY CONTRACTOR. 7-7 FIBERGLASS WITH LIGHT\ CONCRETE SLAB BROOM FINISH (4000 PSI COMPRESSIVE STRENGTH). COMPACTED SOIL, BIAS -T ENCLOSURE, SEE FOUNDATION NOTES. PROVIDED BY SPRINT INSTALLED BY CONTRACTER 4' 8" EQUIPMENT PAD 2 SCALE: 22"x34" SHEET 1" = 1'-0' S-1 SCALE: 11"x17" SHEET 1/2" = 1'-O' 3/4" CHAMFER ON ALL EXPOSED EDGES #3 TIES 0 0 2'-0" O.C. (2) #4 REBAR (T & B), CONTINUOUS DRAWING S-1 3 OF $ DATE: MARCH 27, 2007 PROJECT NO.: 067843 03/4" SCHEDULE 40 GALVANIZED PIPE PIPE CAP TYP UNISTRUT PIPE CLAMPS; SECURE PIPE TO UNISTRUT (2 PLACES) SUPPORT POST; 03" SCHEDULE 40 GALVANIZED PIPE (2 PLACES) GROUND CLAMP 1 5/8' x 1 5/8" MIN. 16 GA. UNISTUT W/ 03/8" GALVANIZED U -BOLTS GPS COAX CABLE IN 3/4" LIQUID -TIGHT FLEXIBLE CONDUIT; TIE INTO 1 1/4" M - FLEX CONDUIT TO CMO CABINET CONCRETE PAD my MOUNTING w PIPE CAP LIGHT TIMER; z Z US Z U \ H U N PLATE U O O N C, J U w 2 FASTEN TO SITE LIGHT NOTE 7 zc Ih� 6'-0° PIPE CLAMP UNISTRUT SUPPORT POST; SABRE BRIDGE SUPPORT BRACKET CENTERLINE OF LIGHT BACKSIDE OF 03"SCHEDULE 40 P/N: C20-140-012; OR EQUAL. GALVANIZED PIPE (ALL HARDWARE INCLUDED WITH KIT) TELE CABINET LIGHT CONDUIT FROM PPC, 01/2° 6" MAX NOTE 1 SCH 40 GALV. PIPE WITH WATER (BACKSIDE) 1/4° ALUMINUM TIGHT CONNECTORS. II DIAMOND PLATE COVER /-CPS ANTENNA — — #2 AWG BCW IN / NOTE 3 SABRE GRIP STRUT CHANNEL PROTECTIVE UNISTRUT PIPE CLAMPS; FASTEN UNISTRUT NTH i 2'-0" P/N: C20-137-002; OR EQUAL FLEX CONDUIT SECURE GALV. PIPE TO MINIMUM 03/8° BOLT GROUND GALV. GRIP -STRUT (ORDER MOUNTING & CONNECTING }. ,;. UNISTRUT (2 PLACES) j (2 PLACES) CLAMP HARDWARE SEPARATELY) TO BGR I-_- II I _ _ SABRE UNIVERSAL Z -BRACKET \ TRAPEZE KITS; OR EQUAL 1/4" HILA KWIK-CON it GALV. - z _ MIN 1" EMBEDMENT, TYP (2) - - - - - - - - - -- - {� NEW COAX TYP. PLACES PER UNISTRUT ----------------- my U w n LIGHT TIMER; z Z US Z U \ H U N U U N U O O N C, J U w 2 FASTEN TO F5WU zc Ih� 6'-0° UNISTRUT BACKSIDE OF FUTURE ATS TELE CABINET ELEC CABINET (BACKSIDE) (BACKSIDE) PIPE CLAMP i GROUND CLAMP A I: NOTE 5 I my U w n w =U aF- pW z Z US Z U \ H U N U U N U O O N C, J U w 2 J w U F5WU zc Ih� 6'-0° NOTE 5 1 1 - WAT_R TIGHT STEEL CON)UIT BODY; CONgECT THROUGH BA6 OF PPC. MINI PPC DETAIL SCALE: 22"x34" SHEET 1" = 1'-0" S-2 SCALE: 11"x17" SHEET 1/2" = 1,-0" NOTES: 1. MINI -PPC IS SHIPPED IN TWO (2) SECTIONS THAT SHALL BE 6. SURGE PROTECTION IN TELEPHONE CHAMBER IS REQUIRED ON ALL BOLTED TOGETHER AT JOBSITE. COMBINED WEIGHT IS SITES WITH EXTERNAL ALARM POINT MONITORING. NORTHERN TECH., APPROXIMATELY 500 LBS. MINI -PPC UNIT PROVIDED BY OWNER INC. DLP -43 DATA LINE PROTECTOR SHALL BE USED. & INSTALLED BY CONTRACTOR. 7. SITE LIGHT FIXTURE SHALL BE NEW LITHONIA MODEL 2. CONTRACTOR MAY NEED TO MODIFY KNOCKOUT HOLES IN TQ50012OLPIM12 500 WATT QUARTZ, 120 VOLT, OR APPROVED MINI -PPC TO ACCOMMODATE REQUIRED CONDUIT SIZES. EQUIVALENT. PROVIDE WP MANUAL SWITCH WITH LIGHT SENSOR & ON/OFF TIMER. MOUNT LIGHT HORIZONTAL TO A WEATHERPROOF 3. CPS UNIT AND COAX CABLES PROVIDED BY SPRINT AND INDUSTRIAL GRADE -MALLEABLE IRON, 1/2" TREADED LL CONDUIT INSTALLED BY CONTRACTOR BODY WITH COV.R, ATTACHED TO PIPE. ADJUST LIGHT DOWN TILT 4. POWER, ALARM &TELCO CONDUITS & FITTINGS SHALL BE TO ILLUMINATE EQUIPMENT PAD ONLY. (BY CONTRACTOR.) WATER TIGHT. 8. ALL ELECTRICAL CONDUIT ABOVE GRADE SHALL BE RIGID 5. GROUND LEAD FOR CPS & LIGHT IN 03/4" PVC SLEEVE TO GALVANIZED STEEL (RGS). BELOW GRADE, TRANSITION ELECTRICAL 2'-0" ABOVE EQUIPMENT PAD. (SEAL ENDS WITH CLEAR CONDUIT TO PVC: OR M_ FLEX AFTER SWEEPS. SILICONE). TELCO CONDUIT SHALL BE PVC (CPVC ABOVE GROUND) OR M -FLEX. Z X I � a FINISH GRADE 0 oz 018" CONCRETE ENCASEMENT r ICEBRIDGE SUPPORT P( SCALE: 22"x34" SHEET 1" = 1'-0" SCALE: 11"x17" SHEET 1/2" = i'-0" NOTES: 1. SUPPORT POSTS SHALL BE SPACED ® 8'-0" % 2. QUANTITIES ARE PER LOCATION, NOT TOTALS. 2'-0" as ATTACH CONDUIT WITH ut _ CLAMP ® EACH UNISTRUT S�lo HILTI KWIK-CON II GALV. W/ $ 1 5/8" x 1 5/8" RUBBER WASHERS, MIN 1" w o GALV STEEL UNISTRUT EMBEDMENT, TYP (4) PLACES 24" O.C. MAX. g n CONDUIT SUPPORT 3 Q SCALE: 22"X34" SHEET 1" = 1'-0" S-2 1 SCALE: 11°X17" SHEET 1/2" = 1'-0" SQUARE "D" METER PACK. CONTRACTOR SHALL VERIFY WITH LOCAL UTILITY CO. AVAILABLE FAULT CURRENT AND SHALL SIZE METER PACK WITH THE CORRECT AMP INTERRUPTING CAPACITY.-\ UTILITY SERVICE H -FRAME n -- SCALE: 22"x34" SHEET 3/4" = 1'-0" NOTES: SCALE: 11"x17" SHEET 3/8" = 1'-0" 1. TELEPHONE DEMARCATION CABINET SHALL BE SUPPLIED BY CONTRACTOR. SPECIFICATIONS: NEMA 3R, 36" HIGH X 24" WIDE X 8" DEEP MINIMUM. CABINET SHALL BE SUPPLIED WITH A 3/4" PLYWOOD BACK, 66 CONNECTION BIX BLOCK & GROUND BAR. 2. UTILITY METER AND MAIN DISCONNECT SHALL BE SUPPLIED BY CONTRACTOR, PER LOCAL UTILITY REQUIRERMENTS. 3. TELCO CELLPAK SHALL BE PROVIDED BY TELEPHONECOMPANY WHEN REQUIRED. 4. ALL COMPONENTS SHALL BE U.L LISTED. 5. ALL BOXES AND EQUIPMENT SHALL BE WEATHERTIGHT AND RATED FOR EXTERIOR EXPOSURE. 6. ALL EXPOSED CONDUITS SHALL BE RIGID GALVANIZED STEEL. m p M M o X C = M Lu E-, (� m ^ e AW�< _ m E- < W ~ m m a J U N N Q J Ldc w a'- Ld U W N M m I— Q F c� m Uma a � U0 m o� U 2 'a QmLL o Lu Qpm v U c z ¢ ZO m T_0 �Y w W N V LL I— � � o DRAWING S-2 4 OF $ DATE: MARCH 27, 2007 PROJECT NO.: 067843 012" CONCRETE ENCASEMENT I z z o o N TYP BOTH SIDES N o z NU OU .�U Ih� CL UTILITY SERVICE H -FRAME n -- SCALE: 22"x34" SHEET 3/4" = 1'-0" NOTES: SCALE: 11"x17" SHEET 3/8" = 1'-0" 1. TELEPHONE DEMARCATION CABINET SHALL BE SUPPLIED BY CONTRACTOR. SPECIFICATIONS: NEMA 3R, 36" HIGH X 24" WIDE X 8" DEEP MINIMUM. CABINET SHALL BE SUPPLIED WITH A 3/4" PLYWOOD BACK, 66 CONNECTION BIX BLOCK & GROUND BAR. 2. UTILITY METER AND MAIN DISCONNECT SHALL BE SUPPLIED BY CONTRACTOR, PER LOCAL UTILITY REQUIRERMENTS. 3. TELCO CELLPAK SHALL BE PROVIDED BY TELEPHONECOMPANY WHEN REQUIRED. 4. ALL COMPONENTS SHALL BE U.L LISTED. 5. ALL BOXES AND EQUIPMENT SHALL BE WEATHERTIGHT AND RATED FOR EXTERIOR EXPOSURE. 6. ALL EXPOSED CONDUITS SHALL BE RIGID GALVANIZED STEEL. m p M M o X C = M Lu E-, (� m ^ e AW�< _ m E- < W ~ m m a J U N N Q J Ldc w a'- Ld U W N M m I— Q F c� m Uma a � U0 m o� U 2 'a QmLL o Lu Qpm v U c z ¢ ZO m T_0 �Y w W N V LL I— � � o DRAWING S-2 4 OF $ DATE: MARCH 27, 2007 PROJECT NO.: 067843 NOTE: NOTE: EBTS DATA SHEETS MUST BE CONFIRMED BY THE RF COAX SHALL BE ORDERED "WHITE:". ALL COAX & ANT ENGINEER AND HANDED TO THE GENERAL HARDWARE ATTACED TO TOWff SHALL BE PAINTED CONTRACTOR AT THE PRE -CONSTRUCTION SITE WALK. TO MATCH TOWER. COORDINATE WITH CITY. ANTENNA/COAXIAL CABLE GENERAL NOTES: 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH SPRINT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HIS BEEN ESTIMATED. THIS CABLE LENGTH IS APPROXIMATE, AND IS NOT TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY SPRINT. 3. ALL MAIN CABLES SHALL UTILIZE GROUND KITS. GROUNDED AS FOLLOWS: A. TOP OF TOWER (ANTENNA LEVEL), ONE END MECH. CONNECTED TO GROUND BAR, B. MIDDLE OF TOWER (MID -HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200'-0 ONE END MECH. CONNECTED TO GROUND BAR. C. BOTTOM OF TOWER, ONE END MECHANICALLY CONNECTED TO GROUND BAR. D. AT EQUIPMENT TERMINATION, IF HORIZONTAL RUN IS OVER 20'-0'. 4. ALL TOP JUMPERS SHALL BE 6'-0" IN LENGTH, SUPPLIED BY SPRINT , INC. AND INSTALLED BY CONTRACTOR. 5. ALL MAIN CABLES SHALL BE COLOR CODED AT FOUR (4) LOCATIONS: A. AT ANTENNA PRIOR TO JUMPER B. AT THE BOTTOM OF TOWER C. EXTERIOR PART OF THE WAVE GUIDE ENTRY PORT (AT THE SHELTER/CABINET WALL), D. INTERIOR OF THE SHELTER/CABINET. BANDING SHALL BE AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. JUMPER COLOR BANDS SHALL BE 1" WIDE. WITH 1" SPACE. C. START COLOR BANDS 2" BEYOND WEATHERPROOFING. D. START SELECTOR COLOR NEXT TO END CONNECTORS. 6. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SPRINT RF ENGINEER. SEE ANTENNA SCHEDULE ABOVE. 7. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 8. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTAlICES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED INi THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 9. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNT NG ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ICEBRIDGE SPRINT CDMA ANTENNA WITH DONT!-TILT MOUNT. TYP. ANDREWS WATER TANK HANDRAIL ANTENNA MOUNT KIT (PN WT-HRM2-72) OR EQL ANTENNA DOWN -TILT MECHANISM, (PROVIDED BY SPRINT) SET AS SHOWN IN SCHEDULE W/ TOLERANCE OF PLUS 0', MINUS 1/2'. VERIFY W/DIGITAL LEVEL. MOUNTING PIPE w DIRECTIONAL RADIO ANTENNA PROVIDED Ul BY SPRINT ANTENNA MOUNT DETAIL t, 4 NOT TO SCALE T-1 1/2" COAX JUMPER TO MAIN LINE COAX [EXISTING CATWALK EXISTING HANDRAIL AN MOUNT �1 123' TOP OF WATER TOWER WATER TANK SCALE: 22"x34" SHEET 1' = 1'-0" T_i ANTENNA SUPPORTS SCALE: 11"x17" SHEET 1/2' = 1'-0" SHALL BE ERECTED NOTE: I VERTICAL PLUMB 1. PAINT ALL MOUNTS AND ANTENNAS TO MATCH THE WATER ANTENNAS &6 D TANK. COMPLY WITH MANUFACTURER'S COATING REQUIREMENTS. SUPPORTS T-1 2. ROUTE COAX NEAR BOTTOM OF CATWALK HANDRAIL WITH ANDREW ANGLE ADAPTERS 131768A & SNAP -IN HANGERS. CL100' SPRINT ANTENNAS n NORTH 0' ---ALPHA -� 10' O / ,,ISISTING H\ OLE / EASTING \ LIGHTS 270'J J 90' WEST I EXISTING I EAST i WATER TOWER U \ 3 BETA GROUND BAR. LOCATE A'. DIRECTED BY SPRINT CONSTRUCTION MANAGER GAMMA 110• ANTENNA, SEE SCHEDULE '210' SO / ON THIS SHEET (TYP.) TOWER LEG COAX TO \ / / FOR MOUNTING ON HANDRAIL SEE: )NTENNAS �• 18" TO 24" LONG 4 4 JUMPERS WITH DRIP LOOP 15" MINIMUM RADIUS INT COAX ON EXTERIOR J TOWER LEG ON SIDE EATH THE TANK. T-1 MINIMUM 6" DRIP LOOP SOUTH 180' BIAS -T / ANTENNA ORIENTATION (­T� ENCLOSURE SCALE: 22' x 34' SHEET 1/16" = 1'-0` T-1 SCALE: 11"x17" SHEET 1/32" = 1'-0" NOTES: 1. ANTENNA ORIENTATION IS CLOCKWISE FROM TRUE NORTH. BY 4" MIN. CMO PAD MOUNTED ICEBRIDGE EQUIPMENT CABINETS _ s a BIAS -T ENCLOSURE EQUIPMENT ELEVATION SCALE: NOT TO SCALE ET-1 CAULt ATTACH COAX TO INSIDE OF TOWER LEG USING ANDREW UNIVERSAL ROUND MEMBER SUPPORT BRACKET. # RM-USBG. 1/2" SS BANDING # MT -640, WITH SS BUCKLE CLAMP # MT -641 & SNAPSTACK SNAP -IN HANGER # SSH-158, ® 36" O.C. VERTICALLY. )F EXISTING STEEL TOWER LEG COAX CABLE MOUNTING DETAIL K 3 NOT TO SCALE T-1 TRANSITION COAX Qj FROM TOWER LEG TO EDGE OF CATWALK— COAX HANGER ON INSIDE OF TOWER LEG JROUTE SPRINT COAX T-1 ON ICEBRIDGE & ON FACE OF TOWER LEG CMO CABINET TOWER ELEVATION r NOT TO SCALE T-1 98'-4" AGL TO BOTTOM OF CATWALK r. 2 L � F. -m ME C5 0 N U w ¢ m p=er C-) Lj Z�M04 U N rn Q N a �LLJ W N n w N o Uma �o m U) J� F o LL Qmu o W LLi< U J 55 - z> Zao m _V) U°Y� Lu U F- , o DRAWING T-1 5 OF E DATE: MARCH 27, 2007 PROJECT NO.: 067843 CDMA ANTENNA & CABLING SCHEDULE ANTENNA NO. ANTENNA TYPE DECIBEL SECTOR DOWN -TILT COAX CABLE COLOR CODE MECH. LEC. LENGTH DIAMETER TYPE REMARKS Q1 DB932DG65E-M 10' ALPHA 0'/0' 160' 1-5/8"0 AVA BROWN NEW ALPHA COAX CABLE 1 Q2 160' 1-5/8"0 AVA WHITE NEW ALPHA COAX CABLE 2 O3 DB932DG65E-M 110' BETA 0'/0' 160' 1-5/8"O AVA BROWN, BROWN NEW BETA COAX CABLE 1 ® 160' 1-5/8"0 AVA WHITE, WHITE NEW BETA COAX CABLE 2 50 DB932DG65E-M 210' GAMMA 0'/0' 160' 1-5/8"0 AVA BROWN, BROWN, BROWN NEW GAMMA COAX CABLE 1 © 160' 1-5/8"0 AVA WHITE, WHITE, WHITE NEW GAMMA COAX CABLE 2 PRIMARY GLOBAL POSITION SYSTEM (GPS) ANTENNA t 25'-0" 1/2" - YELLOW TO BE SUPPLIED BY SPRINT NOTE: NOTE: EBTS DATA SHEETS MUST BE CONFIRMED BY THE RF COAX SHALL BE ORDERED "WHITE:". ALL COAX & ANT ENGINEER AND HANDED TO THE GENERAL HARDWARE ATTACED TO TOWff SHALL BE PAINTED CONTRACTOR AT THE PRE -CONSTRUCTION SITE WALK. TO MATCH TOWER. COORDINATE WITH CITY. ANTENNA/COAXIAL CABLE GENERAL NOTES: 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH SPRINT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HIS BEEN ESTIMATED. THIS CABLE LENGTH IS APPROXIMATE, AND IS NOT TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY SPRINT. 3. ALL MAIN CABLES SHALL UTILIZE GROUND KITS. GROUNDED AS FOLLOWS: A. TOP OF TOWER (ANTENNA LEVEL), ONE END MECH. CONNECTED TO GROUND BAR, B. MIDDLE OF TOWER (MID -HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200'-0 ONE END MECH. CONNECTED TO GROUND BAR. C. BOTTOM OF TOWER, ONE END MECHANICALLY CONNECTED TO GROUND BAR. D. AT EQUIPMENT TERMINATION, IF HORIZONTAL RUN IS OVER 20'-0'. 4. ALL TOP JUMPERS SHALL BE 6'-0" IN LENGTH, SUPPLIED BY SPRINT , INC. AND INSTALLED BY CONTRACTOR. 5. ALL MAIN CABLES SHALL BE COLOR CODED AT FOUR (4) LOCATIONS: A. AT ANTENNA PRIOR TO JUMPER B. AT THE BOTTOM OF TOWER C. EXTERIOR PART OF THE WAVE GUIDE ENTRY PORT (AT THE SHELTER/CABINET WALL), D. INTERIOR OF THE SHELTER/CABINET. BANDING SHALL BE AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. JUMPER COLOR BANDS SHALL BE 1" WIDE. WITH 1" SPACE. C. START COLOR BANDS 2" BEYOND WEATHERPROOFING. D. START SELECTOR COLOR NEXT TO END CONNECTORS. 6. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SPRINT RF ENGINEER. SEE ANTENNA SCHEDULE ABOVE. 7. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 8. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTAlICES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED INi THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 9. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNT NG ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ICEBRIDGE SPRINT CDMA ANTENNA WITH DONT!-TILT MOUNT. TYP. ANDREWS WATER TANK HANDRAIL ANTENNA MOUNT KIT (PN WT-HRM2-72) OR EQL ANTENNA DOWN -TILT MECHANISM, (PROVIDED BY SPRINT) SET AS SHOWN IN SCHEDULE W/ TOLERANCE OF PLUS 0', MINUS 1/2'. VERIFY W/DIGITAL LEVEL. MOUNTING PIPE w DIRECTIONAL RADIO ANTENNA PROVIDED Ul BY SPRINT ANTENNA MOUNT DETAIL t, 4 NOT TO SCALE T-1 1/2" COAX JUMPER TO MAIN LINE COAX [EXISTING CATWALK EXISTING HANDRAIL AN MOUNT �1 123' TOP OF WATER TOWER WATER TANK SCALE: 22"x34" SHEET 1' = 1'-0" T_i ANTENNA SUPPORTS SCALE: 11"x17" SHEET 1/2' = 1'-0" SHALL BE ERECTED NOTE: I VERTICAL PLUMB 1. PAINT ALL MOUNTS AND ANTENNAS TO MATCH THE WATER ANTENNAS &6 D TANK. COMPLY WITH MANUFACTURER'S COATING REQUIREMENTS. SUPPORTS T-1 2. ROUTE COAX NEAR BOTTOM OF CATWALK HANDRAIL WITH ANDREW ANGLE ADAPTERS 131768A & SNAP -IN HANGERS. CL100' SPRINT ANTENNAS n NORTH 0' ---ALPHA -� 10' O / ,,ISISTING H\ OLE / EASTING \ LIGHTS 270'J J 90' WEST I EXISTING I EAST i WATER TOWER U \ 3 BETA GROUND BAR. LOCATE A'. DIRECTED BY SPRINT CONSTRUCTION MANAGER GAMMA 110• ANTENNA, SEE SCHEDULE '210' SO / ON THIS SHEET (TYP.) TOWER LEG COAX TO \ / / FOR MOUNTING ON HANDRAIL SEE: )NTENNAS �• 18" TO 24" LONG 4 4 JUMPERS WITH DRIP LOOP 15" MINIMUM RADIUS INT COAX ON EXTERIOR J TOWER LEG ON SIDE EATH THE TANK. T-1 MINIMUM 6" DRIP LOOP SOUTH 180' BIAS -T / ANTENNA ORIENTATION (­T� ENCLOSURE SCALE: 22' x 34' SHEET 1/16" = 1'-0` T-1 SCALE: 11"x17" SHEET 1/32" = 1'-0" NOTES: 1. ANTENNA ORIENTATION IS CLOCKWISE FROM TRUE NORTH. BY 4" MIN. CMO PAD MOUNTED ICEBRIDGE EQUIPMENT CABINETS _ s a BIAS -T ENCLOSURE EQUIPMENT ELEVATION SCALE: NOT TO SCALE ET-1 CAULt ATTACH COAX TO INSIDE OF TOWER LEG USING ANDREW UNIVERSAL ROUND MEMBER SUPPORT BRACKET. # RM-USBG. 1/2" SS BANDING # MT -640, WITH SS BUCKLE CLAMP # MT -641 & SNAPSTACK SNAP -IN HANGER # SSH-158, ® 36" O.C. VERTICALLY. )F EXISTING STEEL TOWER LEG COAX CABLE MOUNTING DETAIL K 3 NOT TO SCALE T-1 TRANSITION COAX Qj FROM TOWER LEG TO EDGE OF CATWALK— COAX HANGER ON INSIDE OF TOWER LEG JROUTE SPRINT COAX T-1 ON ICEBRIDGE & ON FACE OF TOWER LEG CMO CABINET TOWER ELEVATION r NOT TO SCALE T-1 98'-4" AGL TO BOTTOM OF CATWALK r. 2 L � F. -m ME C5 0 N U w ¢ m p=er C-) Lj Z�M04 U N rn Q N a �LLJ W N n w N o Uma �o m U) J� F o LL Qmu o W LLi< U J 55 - z> Zao m _V) U°Y� Lu U F- , o DRAWING T-1 5 OF E DATE: MARCH 27, 2007 PROJECT NO.: 067843 EXISTING BUILDING (2) 4" PVC VOLTAGE: 120/24OV, 1?, 3W, GND CONDUITS W/ SINGLE -UNE DWG NO.: SHEET E-1 CONDUCTORS BY 5' NIDE NON-EXCLUSIVE POWER COMPANY UTILITY EASEMENT SEE POWER COMPANY SURVEY FOR METES AND LOAD BOUNDS ----------------------- EXISTING BUILDING EXISTING TRANSFORMER 480/277VAC, 30 EXISTING BUILDING �(2) 2" PVC CONDUITS TO TELCO RISER IN RIGHT-OF-WAY. COORDINATE EXACT STUBUP LOCATION 1MTH BELLSOUTH. • • 3 CONDUITS, SEE DIST. RISER DIAGRAM (2) 2" PVC CONDUITS W/ CONDUCTORSBY VOLTAGE: 120/24OV, 1?, 3W, GND FED FROM: SEE 1/E-1 SINGLE -UNE DWG NO.: SHEET E-1 NEMA TYPE: 1 E MAIN BREAKER RATING: 200A 200 AMP BUS ❑ PANEL BOARD GND E SURFACE MOUNT ❑ LUGS ONLY RATING 200 AMP NEUT FAULT PROTECTION ❑ FLUSH MOUNT E TOP ❑ BOTTOM POWER COMPANY CONDUIT LOAD BKR CKT CKT BKR LOAD COND SIZE DESCRIPTION NO. NO. X 66" DESCRIPTION IT HOLE EXISTING WATER 3#6 $ 1 2 TOWER 1 #6 GND - - rJEAHAND ---- - ---- FUTURE CMO #2 - ------ - ---- - -- ' . p f --- - 3 4 IN 2"C 2 #6 1" SURGE PROT. 5 ----- -- ------------------ ------------ y - C (�S) NEW ,EA 120 240VAC, 10, (2) 3" PVC CONDUIT 3 h L_______-- 167KVA TRANSFORMER BY POWER COMPANY ON NEW CONDUITS W/ TRENCH E-1 8 15A 1P SITE LIGHT 12 44"x57"x4" CONCRETE PAD RECEPTACLE CONDUCTORS BY 9 L _— - - SPARE MINI -PPC S Y CONTRACTOR INSTALLED CONTRACTOR 3 f12 10A 1P 11 12 I SPARE - INSTANALLED NEW UTILITY SERVICE � _J - PEDESTAL (H -FRAME) 5 BY CONTRACTOR. SEE s-2 - PPC POWER DISTRIBUTION SCHEDULE 2 IFOR DETAILED UTILITY WIRING SEE: E51 I I I I I __ -- s —u,— — I 15' WIDE NONEXCLUSIVE ACCESS & UTILITY EASEMENT CONDUIT 3 EXISTING SEE SURVEY FOR METES AND BOUNDS TRENCH E-1 FENCE PANEL BOARD: P-1 LOCATION: INSIDE MINI -PPC VOLTAGE: 120/24OV, 1?, 3W, GND FED FROM: SEE 1/E-1 SINGLE -UNE DWG NO.: SHEET E-1 NEMA TYPE: 1 E MAIN BREAKER RATING: 200A 200 AMP BUS ❑ PANEL BOARD GND E SURFACE MOUNT ❑ LUGS ONLY RATING 200 AMP NEUT FAULT PROTECTION ❑ FLUSH MOUNT E TOP ❑ BOTTOM E GROUND BUSE OTHER CONDUIT LOAD BKR CKT CKT BKR LOAD COND SIZE DESCRIPTION NO. NO. DESCRIPTION IT SIZE 3#6 $ 1 2 3 #6 1 #6 GND CMO #1 40A 2P - FUTURE CMO #2 1 #6 GND IN 2"C 3 4 IN 2"C 2 #6 1" SURGE PROT. 5 6 - SPARE - C (�S) 60A 2P 7 8 15A 1P SITE LIGHT 1� 3 #12 RECEPTACLE 15A 1P 9 10 - SPARE - INSTALLED 3 f12 10A 1P 11 12 - SPARE - INSTANALLED BREAKER 22.000 AIC RATED ® 2.¢Q VOLTS TOTAL CONNECTED LOAD: 1OkVA 42A N4IE; ELECTRICAL CONTRACTOR TO VERIFY ALL BREAKER SIZES ARE CORRECT FOR ACTUAL EQUIPMENT INSTALLED PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. NI -_W NEMA TELCO CABINET ON Nf.W H -FRAME -- REPLACE TO MATCH EXISTING -COMPACTED SELECT ROCK -FREE BACKFILL (SUITABLE ON-SITE MATERIAL) OR SAND OR PEA GRAVEL DEPENDING ON SITE CONDITIONS. BACKFILL IN MAX. 12" LIFTS. SEE FOUNDATION NOTES. �- UTILITY WARNING TAPE NEW PULL -UNDISTURBED SOIL BOX EE);ISTING TELCO, (2) 2" C CONDUIT TRENCH DETAIL r3 Al SCALE: NOT TO SCALE E-1 NOTES: 1. SEE DISTRIBUTION RISER DIAGRAM FOR REQUIRED TELCO & POWER QUANTITIES & CONDUIT SIZES. 2. PULL BOXES INSTALLED PER LOCAL U11UTY REQUIREMENTS. 3. SEPERATION DIMENSION BETWEEN CONDUITS TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. UTILITY PLAN , N SCALE: 22"x34" SHEET 1/8" = 1'-0' E-1 SCALE: 11'x17" SHEET 1/16" = 1'-0" NEW SPRINT 200A, v td 120/24OV, 1? SERVICE METER & MAIN CIRCUIT BREAKER. (65K AIC �I MIN.)_ IARFI SPRINT" ISI MAIN ELEC. SERVICE 800A, 120/24OV, 1? NEW TELCO ON NEW H- TO NEW TRANSFORMER = 250 UT UT ELEC, (2) S 3"C, EA SI 3-500 kcm SITE LIGHT L) #IL, oIL GIVU, csr N 1/2" CONDUIT LIGHT TIMER UE UE -- -E _ CMO I ----T--- #2 GPS I�I TELCO (ANIXTER N002524WAC-MCA O2 N002524YAB) & ALARM CABUN( ELEC. TELE. IN 1-1/4" CONDUIT NE MINI -PPC CA GPS CABLING IN 3/4" CONDUIT -UT UT- J UT UT � T UE - LELEC, (3) #3/0 & 1 #6 GND LTELCO, (2) 2" CONDUIT. IN 2" CONDUIT TELCO, (2) 2'CTO OX APPROXLNEW 275' DISTRIBUTION RISER DIAGRAM K -4-V1 SCALE: NOT TO SCALE E-1 NOTE: 1. ALARM AND TELEPHONE CONDUITS SHALL HAVE PULLWIRE END TO END. 2. INSTALL HAND HOLES AS REQUIRED BY UTILITY COMPANIES. 3. ALL ELECTRICAL CONDUIT ABOVE GRADE SHALL BE RIGID GALVANIZED STEEL (RGS) OR M -FLEX. BELOW GRADE, TRANSITION ELECTRICAL CONDUIT TO SCHEDULE 80 PVC OR M -FLEX AFTER SWEEPS. TELCO CONDUIT SHALL BE SCHEDULE 80 PVC (CPVC ABOVE GROUND) OR M -FLEX. 4. POWER, TELCO, GROUNDING WIRE & GPS CABLING SHALL ENTER THROUGH PORTS ON BOTTOM OF CMO CABINET. ROUTE TELCO CABLING BEHIND POWER PUNCH DOWN TO UPPER RIGHT SIDE OF CMO CABINET WITH 3'-0" SLACK. —� CMO 11 ELEC, (3) #6 & (1) #6 GND IN 2" CONDUIT I LOCAL UTILITY PLAN SCALE: 22"x34" SHEET 1/2" = 1'-0" E-1 SCALE: 11"x17' SHEET 1/4" = 1'-0" tCL v I Q M CD O MX r7 WW �af ❑`< ,gym03f . aUQQa HZ mLg m CV F 04 U < N ZQ C4 DRAWING E-1 6 OF 8 DATE: MARCH 27, 2007 PROJECT NO.: 067843 LIGHTNING PROTECTION/GROUNDING SYSTEIIII/I ,ONTRACTOR SHALL OBTAIN AND COMPLY WITH THE LATEST APPROVED SPRINT "WIRELESS SITES CELL SITE GROUNDING SPECIFICATION". 1. GROUNDING CONDUCTORS SHALL BE 12 AWG TINNED, BARE SOLID COPPER, UNLESS NOTED OTFERWISE, MINIMUM BEND RADIUS SHALL BE 8" FOR #6 WIRE AND SMALLER, AND 12" FOR WIRE LARGER THAN #6. SHARP BENDS AND KINKS ARE NEVER ACCEPTABLE. 2. INSTALL GROUND RING 30" BELOW GRADE, AND WITHIN 12" TO 36" FROM THE CONCRETE PAD, AS INDICATED ON PLAN. 3. BOND METER AND SERVICE CONDUITS TO BURIED GROUND RING AS THEY CROSS. 4. PROVIDE INSPECTION SLEEVE AT BURIED GROUND RING EXOTHERMIC CONNECTION, AS INDICATED ON PLAN. 5. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED GROUND RING, TO ANTENNA CABLE BUS AT A POINT JUST INSIDE THE COMMUNICATION STRUCTURE EXIT. VERIFY EXACT LOCATION OF THE COPPER BUS BAR, FOR PROPER CONDUCTOR LENGTH. ALL FINAL EXOTHERMIC WELDS TO COPPER BUS BAR SHALL BE BY ANTENNA CABLE INSTALLER. 6. AREAS OF HIGH SOIL RESISTIVITY MAY REQUIRE USE OF LINCOLN XIT GROUND RODS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER IF ROCK IS ENCOUNTERED NEAR SURFACE, OR IF SOIL IS PREDOMINATELY DRY SAND OR GRAVEL. CONSTRUCTION MANAGER WILL CONSULT WITH LINCOLN ABOUT ADDITIONAL GROUNDING REQUIREMENTS, AT 1-800-962-2610. 7. GROUNDING RING TO EARTH RESISTANCE SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE COMPLETED PRIOR TO AC POWER TURN -ON. THE CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER, IF RESISTANCE EXCEEDS ° OHMS. 8. ALL CONNECTIONS TO GROUNDING SYSTEM SHALL BE MADE IN LINE WITH BENDS IN THE DIRECTION OF THE CURRENT FLOW. "T" CONNECTIONS WILL NOT BE ALLOWED. 9. WHEN APPLICABLE, CONTRACTOR SHALL BOND EQUIPMENT FRAMES TO EACH OTHER AND TO GROUND RING VIA 2 PATHS. COORDINATE WITH CONSTRUCTION MANAGER. 10. CONCRETE INSPECTION HAND HOLE SHALL BE INSTALLED AT CONNECTION POINT OF #2 AWG COPPER CONDUCTOR FROM PPC TO GROUND RING AND AT MAXIMUM SPACING OF 20 FEET. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL UNDERGROUND CONNECTIONS. ABOVE GROUND CONNECTIONS MAY USE MECHANICAL CONNECTORS, WITH APPROVAL OF THE CONSTRUCTION MANAGER. 12. ALL GROUND BARS SHALL BE 1/4- THICK SOLID ELECTRICAL GRADE COPPER. GROUND BARS SMALL BE BONDED VIA TWO (2) PATHS TO EXTERNAL GROUND RING. 13. ANTENNA COAX CABLES SHALL BE BONDED AT EACH END. RUNS EXCEEDING 200' SHALL BE BONDED TOWARDS THE MIDDLE OF THE LENGTH AND INCLUDE THE FOLLOWING. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. A TOP OF TOWER: BOND GROUND JUMPER TO CGB AT TOP OF TOWER. BOND CGB TO TOWER STEEL USING4 0 GREEN THWN INSULATED COPPER CONDUCTOR. CONNECT GROUND BAR END BY 2 HOLE LUG. CONNECT STEEL END USING 2 -HOLE LUG AND DRAGON -TOOTHED WASHER OR EXOTHERMIC WELD. B. MIDDLE OF TOWER: TOWERS OVER 200' SHALL HAVE GROUND KITS AND CGB INSTALLED AS ABOVE, AT THE MIDDLE OF TOWER. JUMPER GROUND TO TOWER STEEL AS IN "A" ABOVE. C. BOTTOM OF TOWER, PRIOR TO COAX BEND: BOND GROUND JUMPER TO CGB AT BASE CF TOWER. BOND CGB TO EXTERNAL GROUND RING W/TWO RUNS OF j2 BARE TINNED COPPER CONDUCTOR IN PYO. D. IF ICEBRIDGE LENGTH IS 20' OR LONGER, INSTALL GROUNDED GROUND BAR ON ICEBRIDGE AT BTS EQUIPMENT CABINET AND GROUND COAX CABLES TO GROUND BAR. 14. BOND ANTENNA MOUNT TO TOWER STEEL WITH 12 BARE TINNED COPPER CONDUCTOR. 15. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER NEC ARTICLE 250-26. 16. BOND EACH ICEBRIDGE SECTION TO THE ADJACENT SECTION. BOND ICEBRIDGE TO EACH SUPPORT POST. 17. BOND CGB TO EXTERNAL GROUND RING WITH TWO RUNS OF #2 BARE TINNED CONDUCTOR IN FVC AND CONNECT GROUND BAR END WITH 2 -HOLE LUG AND CADWELD OTHER END TO RNAL GROUND RING. 18. IF SITE REQUIRES EXTERNAL ALARMING AND THE DISTANCE FROM THE TELEPHONE BOX TO THE MCBTS IS LONGER THAN 10'-0", THE CONDUIT FROM THE TELEPHONE BOX SHALL BE CONDUCTIVE AND BONDED TO GROUND RING AT EACH END. 19. WHEN SPRINT ELECTRICAL EQUIPMENT (E.G. BTS EQUIPMENT, CABLE BRIDGE, PPC GENERATOR.) IS LOCATED WITHIN SIX FEET OF METAL FENCING, BOND PAD BASE GROUND RING TO THE NEAREST FENCE POSTS) Al (2) Lq)CATIONS USING #2 AWG. ANTENNA GROUND BAR NOTES: 1. ANTENNA HEIGHT GROUND BAR SHALL HAVE TWO (2) PATHS TO GROUND. A. THE PRIMARY GROUNDING METHOD WILL BE TO MOUNT THE CGB, WITHOUT STAND-OFF (CHERRY) INSULATORS, USING UL LISTED MOUNTING DEVICES. GROUND CLAMPS MAY BE USED TO MOUNT THE CGB TO AVAILABLE FLANGES, COAX PORT RIMS, ETC. STEEL STRAPS MAY BE USED TO ATTACH THE CGB TO TOWER IF NO CONVENIENT CLAMPING SURFACES ARE PRESENT. ALL CONNECTING SURFACES SHALL BE CLEAN AND FREE OF DIRT, OL, AND CORROSION. GALVANIZED SURFACES SHALL BE POLISHED WITH A STEEL BRUSH. N91E: DO NOT DRILL HOLES OR USE EXOTHERMIC WELDS TO CONNECT GROUND LEADS TO A STEEL TOWER EXCEPT ON STEEL TABS OR FLANGES SPECIFICALLY DESIGNED FOR THAT PURPOSE. HOLES AND/OR EXOTHERMIC WELDING CAN NEGATIVELY IMPACT THE STRUCTURAL INTEGRITY OF THE TOWER AND INCREASE CHANCES OF CORROSION. B. IF THE STEEL ANTENNA SUPPORT STRUCTURE IS NOT PROPERLY GROUNDED, OR THE STRUCTURE IS WOOD OR CONCRETE OR SOME OTHER NON-CONDUCTIVE MATERIAL, THEN A 4/0 AWG STRANDED GREEN INSULATED "HOME RUN" SHALL BE UTILIZED TO CONNECT THE UPPER CGBS TO SPRINT'S GROUND SYSTEM. THE HDME RUN MAY BE ROUTED EITHER INSIDE OR OUTSIDE A MONOPOLE. SPECIFIC CGB CONNECTION PROCEDURES ARE DESCRIBED IN THE FOLLOWING SECTIONS. 2. ALL COAX GROUND KITS SHALL BE WEATHER PROOFED. ONLY GROUND KITS APPROVED BY THE COAX MANUFACTURER SHALL BE USED. INSTALL GROUND KITS PER MANUFACTURER'S RECOMMENDATION 3. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL, COAT ALL SURFACES WITH T&B KOPR-SHIELD BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY, INSERT A DRAGON -TOOTHED WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH T&B KOPR-SHIELD OR APPROVED EQUAL. SPLIT -BOLT CONNECTOR /2 SOLID TINNED COPPER GROUNDING CONDUCTOR - EXISTING GROUND CONDUCTOR (VERIFY) EXISTING WATER TOWER CATWALK HANDRAIL -11 SPLIT -BOLT CONNECTOR SCALE: NOT TO SCALE E-2 NOTE: 1. USE SPLIT BOLT CONNECTOR ONLY IN THE EVENT THAT OWNER WILL NOT ALLOW CADWELD CONNECTION. 00 a°00 +10 00 00r Coo BAR E-3 #2 AWG BARE TINNED COPPER WIRE GROUND FROM TOWER BASE GROUND L BAR AND FROM EQUIPMENT GROUND RING. CADWELD TO TOWER GROUND RING \ \ (2 PLACES TYP.) TOWER LEGNk \ \�\ ICEBRIDGE SEE \ NOTE #16 \ #2 AWG BARE COPPER WIRE \ GROUND RING (TYPE.) s I eGROUND ROD- E -3 SPRINT COAX GROUND ANTENNA GROUND BAR. ANTENNA. CONDUCTORS PROVIDED LOCATE AS DIRECTED BY &-3 TYP HATH GROUND KIT. TYP. SPRINT CONSTRUCTION FUTURE MANAGER Ii CONNECT TO (2) 4/0 AWG STRANDED GREEN SKID WEB WITH INSULATED "HOME RUN" SHALL BE r� UTILIZED TO CONNECT THE UPPER — CGB TO SPRINT'S GROUND SYSTEM. EXISTING WATER o°o°o 6 GROUND ROD TOWER CATWALK aooe +107 1 E-3 ANTENNA C SCALE: 22"04" SHEET 3, SCALE: 11"x17" SHEET 3/ )AX GROUNDING PLAN = 1'-0" = 1'_0" - COIL 4' OF WIRE FOR FUTURE CMO TURNDOWN AND COIL IN CHRISTY BOX WITH PLASTIC WELL COVER AT EDGE OF CONCRETE PAD FUTURE GROUND ROD (TYPICAL) CMO 3/4" SLEEVE 2 AWG BARE COPPER WIRE i /2 (TYP.) FUTURE Ii CONNECT TO GENERATOR SKID WEB WITH r� IL:Lil—r =' - COIL 4' OF WIRE FOR FUTURE CMO TURNDOWN AND COIL IN CHRISTY BOX WITH PLASTIC WELL COVER AT EDGE OF CONCRETE PAD FUTURE GROUND ROD (TYPICAL) CMO 3/4" SLEEVE 2 AWG BARE COPPER WIRE i /2 (TYP.) Ii CONNECT TO SKID WEB WITH r� 2 HOLE LUG o Cm 2 AWG GREEN INSULATED COPPER WIRE WITH TWO HOLE DOUBLE CRIMPED LUG' AT MAIN CMO GROUND BAR (BOTTOM RIGHT SIDE OF LEFT CABINET, FRONT) 0 AND CAD -WELDED TO GROUND RING. FUTURE ATS- I o0 - - / - - -'0--� 47W#2 AWG BARE COPPER WIRE I FROM INTERNAL GROUND BARS. GROUND ROD CADWELD TO GROUND RING. WITH ACCESS I (TYP. OF 2) / 7 E-3 EQUIPMENT GROUNDING PLAN , N SCALE: 22"x34" SHEET 1/2' = V-0" E-2 SCALE: 11"x17' SHEET 1/4" = 1'-0" m DRAWING E-2 7 OF 8 DATE: MARCH 27, 2007 PROJECT NO.: 067843 GROUND ROD (TYPICAL) ---- 6 E-3 2 AWG BARE COPPER WIRE TO GROUND RING (TYP.) EQUIPMENT GROUNDING PLAN , N SCALE: 22"x34" SHEET 1/2' = V-0" E-2 SCALE: 11"x17' SHEET 1/4" = 1'-0" m DRAWING E-2 7 OF 8 DATE: MARCH 27, 2007 PROJECT NO.: 067843 GROUND BAR DETAIL I.. jNjr..w I uJr..lwv)TAALj.. , I N I h1r2.ln 12. riz wr #2 AWG TINNED, BARE COPPER WIRE 10L CONDUCTOR IN 1/2'0 PVC CONDUIT (TYP.). TOP OF CONDUIT SHALL BE SEALED WITH SILICONE CAULK. TO BURIED GROUND RING EXTERIOR GROUND BAR ri SCALE: NOT TO SCALE-� NOTES: 1. ALL HARDWARE 18-8 STAINLESS STEEL, COAT ALL SURFACES WITH T&B KOPR-SHIELD BEFORE MATING. 2. FOR GROUND, BOND TO STEEL ONLY; INSERT A DRAGON -TOOTHED WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH T&B KOPR-SHIELD. TO 0 O O O O O OO0O000 O0O0 O 000000 000 COMPRESSION LUG WASHERS & BOLTS, NEWTON INSTRUMENT CO, Q OR APPROVED EQUAL. (TYP.) RX RX ANTENNA TYPE: TYPICAL ANTENNA 7/16* DIN FEMALE CONNECTION (ANTENNA) E-3 GROUND BAR 7/16' DIN MALE CABLE CONNECTION HELIAX CABLE GROUND BAR DIN TYPE MALE CONNECTION MID -ANTENNA HEIGHT) I VERTICAL RUN DIN TYPE FEMALE CONNECTION EXCEEDS 200' 1 8 TOWER EXIT E-3 GROUND BAR I GROUND BAR (SHELTER WAVEGUIDE 1 =1 PORT). IF HORIZONTAL RUN EXCEEDS I I 20'-0' INSTALL MORE AS REQUIRED DIN TYPE FEMALE CONNECTION BY OTHERS DIN TYPE MALE CONNECTION ANTENNA CABLE COVER ASSY EXIT A7HELIAX CABLE PRIMARY RADIO CABINET SECTOR - TYPICAL ANTENNA COAX CABLE GROUNDING SCALE: NOT TO SCALE E-3 NOTES: 1. WHEN EXISTING NEXTEL GROUND BARS ARE UNUSABLE DUE TO DAMAGE, CORROSION OR ARE AT CAPACITY INSTALL NEW GROUND BAR AS REQUIRED BY THE SPRINT "WIRELESS SITES CELL SITE GROUNDING SPECIFICATION", 2. PROVIDE INSULATORS AT CONNECTION POINTS OF GROUND BARS TO BALLAST FRAMES. TIE GROUND BARS TOGETHER WITH #2 AWG COPPER CONDUCTOR. #2 AWG BARE, i WIRE GROUND R CONDUCTOR (TY CADWELD TYPE CONNECTION (T) DRIVEN, COPPER CLAD GROUND F 05/8" x 8'-0" 3GROUND BAR JUMPER (1) 4/0 AWG COPPER DETAIL CONDUCTOR WITH GREEN THWN INSULATION TO TOWER STEEL SEE NOTE 1-A. ANTENNA GROUND BAR r2 SCALE: NOT TO SCALE E-3 03/4' FLEX SEAL -TITS CONDUIT WITH 90' CONNECTOR TO ENTER BOTTOM OF CABINET --- 12' BEND RADIUS MINIMUM ON ALL BENDS GRADE 12" MIN I I " L CONCRETE #2 AWG TINNED BARE, COPPER WIRE; EQUIPMENT PAD TO BURIED GROUND RING (TYP) GROUNDING PENETRATION SLEEVE a SCALE: NOT TO SCALE E-3 NOTE: 1. GROUND WIRES SHALL BE GREEN INSULATED INSIDE CABINET. CMO CABINET COMPRESSION LUG WASHERS & BOLTS, NEWTON INSTRUMENT CO, OR APPROVED EQUAL (TYP.) TYPICAL GROUND ROD SCALE: NOT TO SCALE E-3 CHRISTY BOX W/PLASTIC TEST WELL COVER - GRADE #2 AWG TINNED, SOLID COPPER WIRE 0 8' PVC PIPE 1*x4*SLOTIN PVC \ \ \ \ 12 AWG BARE, COPPER WIRE GROUND RING CONDUCTOR (TYP.) CADWELD TYPE GT CONNECTION (TYP.) DRIVEN, COPPER CLAD GROUND ROD 05/8" x 8'-0" LONG INSPECTION SLEEVE 7 SCALE: NOT TO SCALE E-3 1. GROUND RODS SHALL BE STEEL WITH PURE COPPER JACKET. USE STAINLESS STEEL HARDWARE, WHERE APPLICABLE. SPACING SHALL BE 10'-0" BETWEEN RODS (NONLINEAR). 2" TYP. vZA EXTERIOR GROUND BAR DETAIL 3 SCALE: NOT TO SCALE E-3 OSOLID ELECTRICAL GRADE COPPER GROUND BAR, 4'x2O'xi/4', NEWTON INSTRUMENT COMPANY OR APPROVED EQUAL; HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. ZO INSULATORS, NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL IF REQUIRED. 3O 5/8" LOCKWASHERS, NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL 4O WALL MOUNTING BRACKET, NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL. O5 5/8"0x1" HHCS BOLTS: NEWTON INSTRUMENT COMPANY, OR APPROVED EQUAL. CONNECTION OF COAX TO GROUND BAR (TYP. 6 PLACES) BOLTED LUG BOND CONDUCTOR TO GROUND BAR USING 2 -HOLE LUG TOWER FOUNDATION FINISHED GRA EXISTING STEEL WATER TOWER LEG EXTERIOR GROUND BAR e (BOTTOM OF TOWER) E-3 ENNA COAX CABLES BTS EQUIPMENT) ITE TO BURIED GROUND RING. RMOWELD CONNECTION TO IUND RING. ROUTE SHALL BE AS .CT AS POSSIBLE WITH A MINIMUM IBER OF BENDS. (TYP. 2 PLACES) TOWER EXIT GROUND BAR 8 SCALE: NOT TO SCALE Ku Lo o C14 Q �= Or'D M E -F U AU—J m p=er qZ mm CV �_jM=N Q Q N Q J CSF Q -to= LLJ U) u IL v N< o $ Q�co m " �Q s O) J, o QmLL 10 J u) W ^ a C) > Z¢o m U�Y 2 Lij U ¢ O DRAVANG E-3 8 OF $ DATE: MARCH 27, 2007 PROJECT NO.: 067843 LEGAL DESCRIPTION IAS PROVIDED BY CLIENT) PARENT TRACT A PART OF GOVERNMENT LOT 7, SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS, FOR A POINT OF REFERENCE COMIENCE AT THE MOST NORTHWEST CORNER OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 652, PAGE 484 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY THENCE NORTH 88°36'45' EAST. ALONG THE NORTHERLY LINE OF SAID LANDS, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING; THENCE NORTH 1°23'15" WEST, A DISTANCE OF 300.00 FEETI THENCE NORTH 80°36'45" EAST, A DISTANCE OF 385.00 FEET TO A POINT IN THE CENTERLINE OF AN EXISTING DRAINAGE CANAL, THENCE SOUTH 16°43'20" EAST, ALONG THE CENTERLINE OF SAID CANAL, A DISTANCE OF 280.60 FEET TO THE NORTHWESTERLY LINE OF SAID LANDS DESCRIBED IN OFFICIAL RECORDS VOLUME 652, PAGE 4841 THENCE SOUTH 51°45'15" WEST, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 49.00 FEET TO AN ANGLE POINT IN THE NORTHERLY LINE OF SAID LANDS, THENCE SOUTH 88°36'45" WEST, ALONG THE NORTH LINE OF SAID LANDS, A DISTANCE OF 420.00 FEET TO A POINT OF BEGINNING. CONTAINING 2.92 ACRES, MORE OR LESS. LEGAL DESCRIPTIONS (AS PREPARED BY SURVEYOR) NEXTEL COMMUNICATIONS LEASE PARCEL ATLANTIC BEACH FL -2292 A PORTION OF GOVERNMENT LOT 7, SECTION B, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCE ATTHE MOST NORTHWEST CORNER OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 652, PAGE 484 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. THENCE NORTH 88°3645" EAST, ALONG THE NORTHERLY LINE OF SAID LANDS, A DISTANCE OF 50.00 FEETI THENCE NORTH 1°23'15" WEST, A DISTANCE OF 300.00 FEETI THENCE NORTH 8B°36'45" EAST, A DISTANCE OF 270.30 FEETI THENCE SOUTH 01°23'15" EAST, A DISTANCE OF 244.63 FEET TO THE POINT OF BEGINNING. THENCE NORTH BB°36'45" EAST, A DISTANCE OF .2 0.00 FEETI THENCE SOUTH 01°23'15" EAST. A DISTANCE OF 30.00 FEET; THENCE SOUTH 88°36'45" WEST, A DISTANCE OF 20.00 FEET. THENCE NORTH 0I°23'15" WEST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.0137 ACRES OR 600 SQUARE FEET, MORE OR LESS. NEXTEL COMMUNICATIONS INGRESS /EGRESS AND UTILITY EASEMENT ATLANTIC BEACH FL -2292 A PORTION OF GOVERNMENT LOT 7, SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST. DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCE AT THE MOST NORTHWEST CORNER OF THOSE LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 652, PAGE 484 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. THENCE NORTH 88°36'45" EAST, ALONG THE NORTHERLY LINE OF SAID LANDS, A DISTANCE OF 50.00 FEET. THENCE NORTH 1°23'15" WEST, A DISTANCE OF 300.00 FEET, THENCE NORTH 88°36'45" EAST, A DISTANCE OF 270.30 FEETI THENCE SOUTH 0I°23'15' EAST, A DISTANCE OF 274.63 FEET TO THE POINT OF BEGINNING. THENCE NORTH 88°36'45" EAST, A DISTANCE OF 15.00 FEET. THENCE SOUTH 01°23'15- EAST, A DISTANCE OF 23.07 FEETI THENCE SOUTH 88°36'45" WEST, A DISTANCE OF 184.01 FEET. THENCE NORTH 49°30'12" WEST, A DISTANCE OF 24.41 FEET; THENCE SOUTH 88°3fi'45" WEST, A DISTANCE OF 383.11 FEET TO THE EASTERLY RIGHT OF WAY LINE OF MAYPORT WEST, THENCE NORTH 01°23'15" WEST, ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 15.00 FEETI THENCE DEPARTING SAID EASTERLY RIGHT OF WAY LINE, NORTH 80°36'45" EAST, A OI STANCE OF 388.85 FEET. THENCE SOUTH 49°30'12' EAST, A DISTANCE OF 29.41 FEET. THENCE NORTH 88°36'45' EAST, A DISTANCE OF CBBT27NFB6T0.2NENCKCRESTBR09Y02'SBDAWESBEEA,DMBRRNOR OES8.07 FEET TO THE POINT OF BEGINNING. CONTAINING 0.2064 ACRES OR 8994 SQUARE FEET, MORE OR LESS. 3 0 pa UTILITY POLE (TYPICAL) (POWER GOES UNDERGROUND) SURVEYOR'S NOTES I. THIS IS A BOUNDARY SURVEY OF THE NEXTEL COMMUNICATIONS LEASE PARCEL. THE PARENT TRACT INFORMATION SHOWN HEREON IS FOR INFORMATIONAL PURPOSES ONLY. 2. THE NEXTEL COMMUNICATIONS LEASE PARCEL DEPICTED HEREON LIES ENTIRELY WITHIN THE DESCRIBED PARENT TRACT. 3. THE SURVEYOR HAS REVIEWED THE COMMITMENT FOR TITLE INSURANCE FILE NUMBER 100500843, ISSUED BY CHICAGO TITLE INSURANCE COMPANY, DATED JANUARY 26, 2005. ALL PLOTTABLE MATTERS OF RECORD TITLE IDENTIFIED IN THAT COMAITMENT FOR TITLE INSURANCE THAT ARE PERTINENT TO THE NEXTEL COMMUNICATIONS LEASE PARCEL, AND ITS INGRESS/EGRESS AND UTILITY EASEMENT, IF APPLICABLE. HAVE BEEN SHOWN OR NOTED HEREON. THE SURVEYOR HAS RELIED SOLELY UPON THAT COMMITMENT WITH RESPECT TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS, AND OTHER SIMILAR MATTERS. NO FURTHER RESEARCH OF THE PUBLIC RECORDS WAS PERFORMED BY THE SURVEYOR. 4. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE EASTERLY RIGHT OF WAY LINE OF AIA BEING NORTH 01°23'15" WEST. 5. UNDERGROUND UTILITIES AND IMPROVEMENTS HAVE NOT BEEN LOCATED. 6. INTERIOR IMPROVEMENTS HAVE NOT BEEN LOCATED. 7. AFTER REVIEW OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 120075 0001 D. DATED APRIL 17, 1989, THE NEXTEL COMMUNICATIONS LEASE PARCEL DEPICTED HEREON LIES IN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN). B. (D) DENOTES DESCRIPTION( (F) DENOTES FIELD MEASURED) (P) DENOTES PLATT (C) DENOTES CALCULATED. 9. GEODETIC AND VERTICAL INFORMATION SHOWN HEREON IS BASED ON G.P.S. OBSERVATIONS PERFORMED HOLDING NGS STATION DESIGNATION G 324. N.A.D.83(1990). ELEVATION -9.46 FEET (N.G.V.D.1929). SITE BENCHMARK IS A SET SQUARE CUT IN CONCRETE PAD. ELEVATION -13.62 FEET (N.G.V.D.19291, AS SHOWN HEREON. ALL ELEVATIONS SHOWN HEREON ARE ABOVE MEAN SEA LEVEL (A.M.S.L.). 10. ALL GEODETIC AND VERTICAL DATA, DEPICTED HEREON IS WITHIN THE In ACCURACY TOLERANCES AS SET FORTH BY THE F.A.A. 11. THE DISTANCE TO THE NEAREST ADJACENT RESIDENCE IS SHOWN HEREON. (NOT TO SCALE) AMERADA HESS CORPORATION PARCEL 169398 0410 ZONED NOT PLATTED NEXTEL COMUNICATIONS INGRESS/EGRESS AND UTILITY EASEMENT N 88°36'45" E 300.0'(D) 40 O1° EDGE OF ASPHALT jN E -ASPHALT DRIVE - EDGE OF ASPHALT $ 88'38'4Y W -----� ° m1Q 1-.10 1411 1• © 1 .Q r - �rl �rwl DOLLY D. '.SMITH PARCEL 1693'38 1102 ZONED A, C, V N BB°36'45' E PAN AM MINI STORAGE, INC. PARCEL 169398 0450 ZONED LINE TABLE COURSE BEARING DISTANCE LI N 88°36'45"E 20.00' L2 S 01°23'15'E 1 L3 S 88:36:45-W �1 L4 N 01°23'15"W S 88°36'45" W QtPARCEL N 88°36'45'E 2.50' L6 N 88.36'45"E 15.00' L7 S 01°23'15"E UNDERGROUND VAULT LS EAD WIRES (TYPICAL)E o LEI N 01°23.15"W 15.00' LIG RISER30170 24.41' LII ry N 01.23'15"W 8.07' p'3 ZONED ♦ 4 4 p P PG \ o Q ° m1Q 1-.10 1411 1• © 1 .Q r - �rl �rwl DOLLY D. '.SMITH PARCEL 1693'38 1102 ZONED A, C, V N BB°36'45' E PAN AM MINI STORAGE, INC. PARCEL 169398 0450 ZONED LINE TABLE COURSE BEARING DISTANCE LI N 88°36'45"E 20.00' L2 S 01°23'15'E 30.00' L3 S 88:36:45-W 20.00' L4 N 01°23'15"W 30.00' L5 N 88°36'45'E 2.50' L6 N 88.36'45"E 15.00' L7 S 01°23'15"E 23.07' LS N 49°30'12"W 24.41' o LEI N 01°23.15"W 15.00' LIG S 49°30'12'E 24.41' LII ry N 01.23'15"W 8.07' CITY OF ATLANTIC BEACH PARCEL 169398 0070 ZONED CONTAINING 3.26 ACRES, MORE OR LESS NOT PLATTED FINISHED FLOOR ELEVATION•14.76 i (N.G.V.D.1929)(A.M.S.L. POWER TRANSFORMER 0 FINISHED FLOOR ELEVATION•14:01' (N.G.V.D.1929)(A.M.SL.) /B --- ------- -ASPHALT DRIVE- (� •mM EDGE OF ASPHALT - GRASS - UTILITY BOX 50.00'10) . L� 6.0' WOOD FENCE d / WATER METERS 385.0'( D) 270.30'(9) POINT OF BEGINNING NEXTEL COMMUNICATIONS LEASE PARCEL SET 5/8' IRON ROD AND CAP (L.B. No. 6885)(TYPICAL) SITE BENCHMARK SET SQUARE CUT IN CONCRETE PAD ELEVATION•13.62'(N.G.V.D.1929)(A.M.S.L.7 GRASS - a WATER TANK � +3 / WATER TANK LEG ON CONCRETEPAO a (TYPICAL) p UILDING �+ t� c a a FINISHED FLOOR ELEVATION•14.67' IN. G. V. D.1929)(A. M. S.L.) /� C BUILDING Af (()]`� - GRASS - -- E -------- Y'+°o S 88.38`46' E WATER VALVE ----- 71- j -- 783.2110) �..4Y(D) 8.0' CHAIN LINK FENCE WITH BARBED WIRE \ � BOLLARD (TYPICAL) /J'gIJ 3p5.. I' 6.0' WOOD FENCE J J RESYOENCE - POINT OF BEGINNING CENTER OF WATER TOWER HEAL L. MANCE NEPaESA NO3NCEN7�� N 88°36'45" E 20'58.293" NORTH 50 OOPARENTD )TRACT ELEVATION•12N51T(NEG. OV8D• 19291 ABM SWEST O 10 20 40 SCALE: Y = 20' P t NEXTEL COMMUNICATIONS INGRESS/EGRESS AND UTILE • ° EASEMENT V•OOIuo1++ • j - GRASS - Ac �+M -SHE NEXTEL COMMUNNATKMIS, kLIlHT M RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER DRA. J DAVIS +i POLE 5 J) �1°• Pnc • °Ny , ( 420.0'(0) 720.0'(0) MARINA COUNTRY CLUB INC. PARCEL 169399 0000 ZONED NOT PLATTED 4V PARCEL 169398 1100STATE PLANE COORDINATES ZONED NCE SO'' X2 763 271.547 0 OLStN � POINf OF COMMENCEMENT Y•2187279.172 G PARENT TRACT SURVEYOR'S CERTIFICATION NEXTEL COMMUNICATIONS LEASE PARCEL POINT OF BEGINNING 1 HFA®Y CEROFV THAT THIS BOUNDARY SU o NEXTEL COMMUNICATIONS NEXTEL COMMUNICATIONS JUNE 18, 20M, IS IN ACCORDANCE WITH THE TECH INGRESS/EGRESS AND UTILITY EASEMENT AS REQUIRED BY CHAPTER 07GV-S FLORIDA THE CODE � INGRESS /EGRESS SS AND UTILITY EASEMENT � RESIDENCE y CERTIRED TO AND FOR THE EXCLUSIVE B@IEHT OF: IUB. MITCHELL P.S.M. LS. No. 5082 CHICAGO TITLE INSURANCE COMPANY CEBRRCATE OF AUTHORIZATION N. LB .6= NEXTEL COMMUNNATKMIS, NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL ITS ARiW1TES,81IIIBSDUIIES ARID U34MM RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER DRA. J DAVIS DATE BY DESCRIPTION DATE i vBY , 1 DESCRIPTION GATE BY DESCRIPTION BOUNDARY SURVEY FIELD o4iE JurE 16, 2DO3 AD A N C E D P.O. BOX 000080 PREPARED FOR FIELD eoDX - lane LAND SURVEYING OwAm,FL NEXTEL COMMUNICATIONS SCALE 1-. 20' GG.P,'S,,.1,�w & MAPPING P1O ATLANTIC BEACH FL -2292 PROJECT NO. MARCH 10, 2007 P. TREAT REVISED LEASE PARCEL LOCATION 164o1xo yyRE.l g.�ky. A PORTION OF SECTION 09, TOWNSHIP 02 SOUTH, RANGE 29 EAST FILE NATE 164-01204 NOVEMBER 29, 2005 1 P. TREAT ADDED TITLE NOTE DUVAL COUNTY, FLORIDA SHEET I OF I' .1� DRAWING INDEX G-1 COVER SHEET N-1 NOTES S-1 SITE PLAN & DETAILS S-2 EQUIPMENT DETAILS T-1 TOWER ELEVATION & DETAILS E-1 UTILITIES E-2 GROUNDING PLAN & NOTES E-3 GROUNDING DETAILS SURVEY ATTACHED - 1 DRAWING(S) Sprint Together with Nextel. SITE # FL2292-A (JA73XCO54-A) "ATLANTIC BEACH" 2301 MAYPORT RD. ATLANTIC BEACH, FL 32233 CO -LOCATE ON EXISTING X23' WATER TOWER PROPERTY OWNER DEVELOPER TECHNICAL ASSOCIATES BELLSOUTH CITY OF ATLANTIC BEACH SPRINT JACKSONVILLE, FLORIDA 32223 851 TRAFALGAR CT., 300 E MIKE FIELDS MAITLAND, FL 32751 PHONE: 904-247-5830 PHONE: 407-838-5078 CELL 904-579-7410 FAX: 407-838-5001 DAMAGE DUE TO PROXIMITY TO VOLATILE, FLAMMABLE OR EXPLOSIVE CELL: 321-228-4969 SHELDON FLOWERS CELL- 904-588-4504 CHRIS MCGEE EMAIL: Chris.McGee®sprint.com TIM TOWNSEND 904-247-5839 A&E FIRM TELEPHONE COMPANY TECHNICAL ASSOCIATES BELLSOUTH 12276 SAN JOSE BLVD. SUITE 425 9209 HAYDEN ROAD JACKSONVILLE, FLORIDA 32223 JACKSONVILLE, FL 32218 PHONE: 904-696-0779 PHONE: 904-757-8552 FAX: 904-696-0638 DUVAL COUNTY CELL: 904-237-7980 KEVIN FITZGERALD DAMAGE DUE TO PROXIMITY TO VOLATILE, FLAMMABLE OR EXPLOSIVE E-MAIL: kevin.fitzgerald®bellsouth.com JOHN G. HOWARD EMAIL: jhoword®technicalossociates.cor^ TOWER DATA (NAD 83) TOWER: EXISTING WATER TOWER LAIITUDE: 30' 20' 58.293" NORTH LONGITUDE: 81' 24' 42.182" WEST SITE INFORMATION SITE ADDRESS: 2301 MAYPORT ROAD PERMITTING JURISDICTION: CITY OF ATLANTIC BEACH COUNTY: DUVAL COUNTY SITE HAZARD INFORMATION THIS FACILITY DOES NOT POSE A RISK OF EXPLOSION, FIRE OR OTHER DAMAGE DUE TO PROXIMITY TO VOLATILE, FLAMMABLE OR EXPLOSIVE MATERIALS. PROJECT DESCRIPTION PROVIDE A NEW UNMANNED EQUIPMENT CABINET OR A PC WIRELESS BASE STATION TO INCLUDE: 1. 04S -;ALL ANTENNAS, COAX CABLES ON AN EXISTING WATER TOWER; 2. NFti" EQUIPMENT CABINETS; . N;EW EQUIPMENT PAD/FRAME FOR EQUIPMENT CABINETS; 4. NEW ELECTRICAL SERVICE; 5. NEW TELEPHONE SERVICE. HANDICAP REQUIREMENTS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION; HANDICAP ACCESS REQUIREMENTS ARE NOT REQUIRED. PLJMBING REQUIREMENTS FACiLiTY ;iAS NO SANITARY OR POTABLE WATER. FLOOD HAZARD AREA NOTE THE PROPERTY SHOWN HEREON LIES ON COMMUNITY -PANEL NO. 1200075 0001D, DATED APRIL 17, 1989, APPEARS TO BE IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. J1, EGE1,VE1) C,F AT L rAPITIC KFaC°ts � MAP 3 0 ` 00-i a ar T 95 51 1 _ m 6 it _Z s 82 � o � 0 Z m 0 m m _ w Q U) Q J W 7 y C O m U POWER COMPANY JEA Q 6674 COMMONWEALTH AVE. 1 JACKSONVILLE, FLORIDA 32254 PHONE: 904-665-5685 FAX: 904-665-7614 MARK RESOS E-MAIL resom®jea.com DIRECTIONS TO SITE FROM JACKSONVILLE SPRINT OFFICE, GO NORTH ON PHILIPS HWY / US -IN. TURN RIGHT ONTO BAYMEADOWS RD / FL -152 E. TURN LEFT ONTO FL -115 N / §DL E BLVD. MERGE ONTO FL -202 E / J TURNER BUTLER BLVD TOWARD U,. FLA. TAKE THE HODGES BLVD EXIT. TURN LEFT ONTO HODGES 'MC01 I ONTO ATLANTIC BLVD / FL -10 E. MERGE ONTO MAYPORT RD /�- Al1, END AT 2301 MAYPORT RD ATLANTIC BEACH, FL 32233. TOTAL EST. DIST?�NLE: 19.95 MILES. M O c U 0 M X WWF-1JiQ o xm o=� 2 c)9:a¢ W Z m C4 Q J O F= N U Q N a 0 a N HSN o Q H co rn U=Q A mom o O) JE2 amLL " o uj <0- U U J LL Zzz W =�0 m U^Y v W 0 LL H�9 o G-1 I OF 8 DATE: MARCH 27, 2007 PROJECT NO.: 067843 ANTENNA NO. ANTENNA TYPE DECIBEL CDMA ANTENNA & CABLING SCHEDULE SECTOR DOWN -TILT COAX CABLE I COLOR CODE MECH./ELEC. LENGTH DIAMETER TYPE REMARKS Q7 DB932DG65E-M 10' ALPHA 0'/0' 160' 1-5/8"0 AVA BROWN NEW ALPHA COAX CABLE 1 Q2 2. ROUTE COAX NEAR BOTTOM OF CATWALK HANDRAIL WITH 160' 1-5/8"0 AVA WHITE NEW ALPHA COAX CABLE 2 3Q D8932DG65E-M 110' BETA 0'/0' 160' 1-5/8"0 SVA BROWN, BROWN NEW BETA COAX CABLE 1 ® 160' 1-5/8"0 AVA WHITE, WHITE NEW BETA COAX CABLE 2 5Q DB932DG65E-M 210' GAMMA 0'/0' 160' 1-5/8"0 f1VA BROWN, BROWN, BROWN NEW GAMMA COAX CABLE 1 © 160' 1-5/8'0 /SVA WHITE, WHITE, WHITE NEW GAMMA COAX CABLE 2 PRIMARY GLOBAL POSITION SYSTEM (GPS) ANTENNA t 25'-0" 1/2' / " - YELLOW TO BE SUPPLIED BY SPRINT NOTE: NOTE: EBTS DATA SHEETS MUST BE CONFIRMED BY THE RF COAX SHALL BE ORDERED "WHITE". ALL COAX & ANT ENGINEER AND HANDED TO THE GENERAL HARDWARE ATTACED TO TOWER SHALL BE PAINTED CONTRACTOR AT THE PRE -CONSTRUCTION SITE WALK. TO MATCH TOWER. COORDINATE WITH CITY. ANTENNA/COAXIAL CABLE GENERAL NOTES: 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH SPRINT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER HAS BEEN ESTIMATED. THIS CABLE LENGTH IS APPROXIMATE, AND IS NOT TO BE USED FOR FABRICATION OR CONSTRUCTION, ACTUAL A ITENNA CABLE LENGTH(S) MAY VARY FROM ESTIMATED MAXIMUM LENGTH AND MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY SPRINT. 3. ALL MAIN CABLES SHALLUTIUZE GROUND KITS GROUNDED AS FOLLOWS OWS A. TOP OF TOWER (ANTENNA LEVEL), ONE END MECH. CONNECTED TO GROUND BAR. B. MIDDLE OF TOWER (MID -HEIGHT OF ANTENNA), IF CABLE RUN IS OVER 200'-0", ONE END MECH, CONNECTED TO GROUND BAR. C*BOTTOM OF TOWER, ONE END MECHANICALLY CONNECTED TO GROUND BAR. D. AT EQUIPMENT TERMINATION, IF HORIZONTAL RUN IS OVER 20'-0". 4. ALL TOP JUMPERS SHALL BE 6'-0" IN LENGTH, SUPPLIED BY SPRINT , INC. AND INSTALLED BY CON'RACTOR, 5. ALL MAIN CABLES SHALL BE COLOR CODED AT FOUR (4) LOCATIONS• A. AT ANTENNA PRIOR TO JUMPER B. AT THE BOTTOM OF TOWER C. EXTERIOR PART OF THE WAVE GUIDE ENTRY PORT (AT THE SHELTER/CABINET WALL), D. INTERIOR OF THE SHELTER/CABINET. BANDING SHALL BE AS FOLLOWS: A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN i" SPACING BETWEEN COLORS. B*JUMPER COLOR BANDS SHALL BE 1" WIDE. WITH 1" SPACE. C. START COLOR BANDS 2" BEYOND WEATHERPROOFING. D. START SELECTOR COLOR NEXT TO END CONNECTORS. 6. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SPRINT RF ENGINEER. SEE ANTENNA SCHEDULE ABOVE. 7. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 8. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT 10 EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 9. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. TOWER LEG DRIP LOOP 15" MINIMUM RADIUS INT COAX ON EXTERIOR TOWER LEG ON SIDE IEATH THE TANK. T-1 ICEBRIDGE ICEBRIDGE COAX TO - ANTENNAS TYP. 18" TO 24" LONG JUMPERS WITH = MINIMUM 6" DRIP LOOP CBIAS -T ENCLOSURE BY 4" MIN. CMO PAD MOUNTED EQUIPMENT CABINETS BIAS -T (ENCLOSURE EQUIPMENT ELEVATION SCALE: NOT TO SCALE T-1 SPRINT CDMA ANTENNA WITH DONT!-TILT MOUNT. TYP. ANDREWS WATER TANK HANDRAIL ANTENNA MOUNT KIT (PN WT-HRM2-72) OR EQU 1/2" COAX JUMPER TO MAIN LINE COAX EXISTING CATWALK ANTENNA DOWN -TILT MECHANISM, (PROVIDED BY SPRINT) SET AS�i N SHOWN IN SCHEDULE W/ TOLERANCE OF PLUS 0', MINUS 1/2'. VERIFY ? W/DIGITAL LEVEL > o m y z . MOUNTING < la PIPE ZLn ilt'52 , I < - . 4 m �x DIRECTIONALRADIO 7 a ANTENNA PROVIDED B BY SPRINT > ANTENNA MOUNT DETAIL a W o NOT TO SCALE T_1 m z HANDRAIL AN.lTENNI MOUNT 123' TOP OF WATER TOWER 6 SCALE: 22"x34" SHEET 1" = 1'-0" T-1 SCALE: 11"x17" SHEET 1/2" = 1'-0" ANTENNA SUPPORTS SHALL BE ERECTED NOTE: VERTICAL PLUMB 1. PAINT ALL MOUNTS AND ANTENNAS TO MATCH THE WATER ANTENNAS & 2 TANK. COMPLY WITH MANUFACTURER'S COATING REQUIREMENTS. 6 SUPPORTS 2. ROUTE COAX NEAR BOTTOM OF CATWALK HANDRAIL WITH ANDREW ANGLE ADAPTERS 131768A & SNAP -IN HANGERS. PL100' SPRINT ANTENNAS NORTH 0" ALPHA i 10, ISTHING MANHOLE E)ZISTING L GHTTS 270J � L 90, WEST I EXISTING I EAST I WATER TOWER \ 3 --� BETA GROUND BAR. LOCATE A DIRECTED BY SPRINT CONSTRUCTION MANAGER GAMMA l 110 ANTENNA, SEE SCHEDULE \210' Q5 / ON THIS SHEET (TYP.) FOR MOUNTING ON HANDRAIL SEE: \ / 4 V4 S-2 T-7 SOUTH I 180" ANTENNA ORIENTATION SCALE: 22" x 34' SHEET 1/16" = 1'-0` T-1 SCALE: 11"x17" SHEET 1/32" = 1'-0" NOTES: 1. ANTENNA ORIENTATION IS CLOCKWISE FROM TRUE NORTH. S:ABLL ATTACH COAX TO INSIDE OF TOWER LEG USING ANDREW UNIVERSAL ROUND MEMBER SUPPORT BRACKET. # RM-USBG. 1/2" SS BANDING # MT -640, WITH SS BUCKLE CLAMP # MT -641 & SNAPSTACK SNAP -IN HANGER # SSH-158, 0 36" O.C. VERTICALLY. )F EXISTING STEEL TOWER LEG COAX CABLE MOUNTING DETAIL 3 NOT TO SCALE T-1 TRANSITION COAX Q1 FROM TOWER LEG TO EDGE OF CATWALK— COAX HANGER ON INSIDE OF TOWER LEG eROUTE SPRINT COAX T-1 ON ICEBRIDGE & ON FACE OF TOWER LEG CMO CABINET WATER TANK TOWER ELEVATION r5-"� NOT TO SCALE T-1 98'-4" AGL TO BOTTOM OF CATWALK .� wo L � m Lo MLo c5 0 W F- ¢ m p=er P= Lu I Z mm cV U 03N F= < N Q FLJ_ N W N M m Q M Ute¢ _o U)cl >0 O LL Q 10 J U)LU w QOJ U'J Z¢o _wo pY w W NO LL F—�a o DRAWING T-1 5 OF 8 DATE: MARCH 27, 2007 PROJECT NO.: 067843 LIGHTNING PROTECTION/GROUNDING SYSTEM CONTRACTOR SHALL OBTAIN AND COMPLY WITH THE LATEST APPROVED SPRINT "WIRELESS SITES CELL SITE, GROUNDING SPECIFICATION". 1. GROUNDING CONDUCTORS SHALL BE 12 AWG TINNED, BARE SOLID COPPER, UNLESS NOTED OTHERWISE, MINIMUM BEND RADIUS SHALL BE 8" FOR 16 WIRE AND SMALLER, AND 12" FOR WIRE LARGER THAN #6. SHARP BEINDS AND KINKS ARE NEVER ACCEPTABLE /T( 2. INSTALL GROUND RING 30" BELOW GRADE, AND WITHIN 12" TO 36" FROM THE CONCRETE PAD, AS INDICATED ON PLAN.3. BOND METER AND SERVICE CONDUITS TO BURIED GROUND RING AS THEY CROSS. 4. PROVIDE INSPECTION SLEEVE AT BURIED GROUND RING EXOTHERMIC CONNECTION, AS INDICATED ON PLAN. 5. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED GROUND RING, TO ANTENNA CABLE BUS AT A POINT JUST INSIDE THE COMMUNICATION STRUCTURE EXIT. VERIFY EXACT LOCATION OF THE COPPER BUS BAR, FOR PROPER CONDUCTOR LENGTH. ALL FINAL EXOTHERMIC WELDS TO COPPER BUS BAR SHALL BE BY ANTENNA CABLE INSTALLER. 6. AREAS OF HIGH SOIL RESISTIVITY MAY REQUIRE USE OF LINCOLN XIT GROUND RODS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER IF ROCK IS ENCOUNTERED NEAR SURFACE, OR IF SOIL IS PREDOMINATELY DRY SAND OR GRAVEL. CONSTRUCTION MANAGER WILL CONSULT WITH LINCOLN ABOUT ADDITIONAL GROUNDING REQUIREMENTS, AT 1-800-962-2610. 7. GROUNDING RING TO EARTH RESISTANCE SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE COMPLETED PRIOR TO AC POWER TURN -ON. THE CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER, IF RESISTANCE EXCEEDS 5 OHMS, 8. ALL CONNECTIONS TO GROUNDING SYSTEM SHALL BE MADE IN UNE WITH BENDS IN THE DIRECTION CF THE CURRENT FLOW. "T" CONNECTIONS WILL NOT BE ALLOWED. 9. WHEN APPLICABLE, CONTRACTOR SHALL BOND EQUIPMENT FRAMES TO EACH OTHER AND TO GROUND RING VIA 2 PATHS. COORDINATE WITH CONSTRUCTION MANAGER. 10. CONCRETE INSPECTION HAND HOLE SHALL BE INSTALLED AT CONNECTION POINT OF #2 AWG COPPER CONDUCTOR FROM PPC TO GROUND RING AND AT MAXIMUM SPACING OF 20 FEET. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL UNDERGROUND CONNECTIONS. ABOVE GROUND CONNECTIONS MAY USE MECHANICAL CONNECTORS, WITH APPROVAL OF THE CONSTRUCTION MANAGER. 12. ALL GROUND BARS SHALL BE 1/4- THICK SOLID ELECTRICAL GRADE COPPER. GROUND BARS SHALL 13E BONDED VIA TWO (2) PATHS TO EXTERNAL GROUND RING. 13. ANTENNA COAX CABLES SHALL BE BONDED AT EACH END. RUNS EXCEEDING 200' SHALL BE BONDED TOWARDS THE MIDDLE OF THE LENGTH AND INCLUDE THE FOLLOWING. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. A. TOP OF TOWER: BOND GROUND JUMPER TO COB AT TOP OF TOWER. BOND COB TO TOWER STEEL USING 14/0 GREEN THWN INSULATED COPPER CONDUCTOR. CONNECT GROUND BAR END BY 2 HOLE LUG. CONNECT STEEL END USING 2 -HOLE LUG AND DRAGON -TOOTHED WASHER OR EXOTHERMIC WELD. B. MIDDLE OF TOWER: TOWERS OVER 200' SHALL HAVE GROUND KITS AND COB INSTALLED AS ABOVE, AT THE MIDDLE OF TOWER. JUMPER GROUND TO TOWER STEEL AS IN "A" ABOVE. C. BOTTOM OF TOWER, PRIOR TO COAX BEND: BOND GROUND JUMPER TO COB AT BASE OF TONER. BOND COB TO EXTERNAL GROUND RING W/TWO RUNS OF 12 BARE TINNED COPPER CONDUCTOR IN PVC. D. IF ICEBRIDGE LENGTH IS 20' OR LONGER, INSTALL GROUNDED GROUND BAR ON ICEBRIDGE AT BTS EQUIPMENT CABINET AND GROUND COAX CABLES TO GROUND BAR. 14. BOND ANTENNA MOUNT TO TOWER STEEL WITH 12 BARE TINNED COPPER CONDUCTOR. 15. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT THE SEFMCE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER NEC ARTICLE 250-26. 16. BOND EACH ICEBRIDGE SECTION TO THE ADJACENT SECTION. BOND ICEBRIDGE TO EACH SUPPORT POST. 17. BOND COB TO EXTERNAL GROUND RING WITH TWO RUNS OF gBARE TINNED CONDUCTOR IN PVC AND CONNECT GROUND BAR END WITH 2 -HOLE LUG AND CADWELD OTHER END TO RNAL GROUND RING. 18. IF SITE REQUIRES EXTERNAL ALARMING AND THE DISTANCE FROM THE TELEPHONE BOX TO THE MCBTS IS LONGER THAN 10'-0", THE CONDUIT FROM THE TELEPHONE BOX SHALL BE CONDUCTIVE AND BONDED TO GROUND RING AT EACH END. 19. WHEN SPRINT ELECTRICAL EQUIPMENT (E.G. BTS EQUIPMENT, CABLE BRIDGE, PPC GENERATOR.) IS LOCATED WITHIN SIX FEET OF METAL FENCING, BOND PAD BASE GROUND RING TO THE NEAREST FENCE POST(S) AT (2) LOCATIONS USING #2 AWG. ANTENNA GROUND BAR NOTES: 1. ANTENNA HEIGHT GROUND BAR SHALL HAVE TWO (2) PATHS TO GROUND. A. THE PRIMARY GROUNDING METHOD WILL BE TO MOUNT THE COB, WITHOUT STAND-OFF (CHERRY) INSULATORS, USING UL LISTED MOUNTING DEVICES. GROUND CLAMPS MAY BE USED TO MOUNT THE COB TO AVAILABLE FLANGES, COAX PORT RIMS, ETC. STEEL STRAPS MAY BE USED TO ATTACH THE COB TO TOWER IF NO CONVENIENT CLAMPING SURFACES ARE PRESENT. ALL CONNECTING SURFACES SHALL BE CLEAN AND FREE OF DIRT, (NIL, AND CORROSION. GALVANIZED SURFACES SHALL BE POLISHED MATH A STEEL BRUSH. ROM- DO NOT DRILL HOLES OR USE EXOTHERMIC WELDS TO CONNECT GROUND LEADS TO A STEEL TOWER EXCEPT ON STEEL TABS OR FLANGES SPECIFICALLY DESIGNED FOR THAT PURPOSE. HOLES AND/OR EXOTHERMIC WELDING CAN NEGATIVELY IMPACT THE STRUCTURAL INTEGRITY OF THE TOWER AND INCREASE CHANCES OF CORROSION. B. IF THE STEEL ANTENNA SUPPORT STRUCTURE IS NOT PROPERLY GROUNDED, OR THE STRUCTURE IS WOOD OR CONCRETE OR SOME OTHER NON-CONDUCTIVE MATERIAL, THEN A 4/0 AWG STRANDED GREEN INSULATED "HOME RUN" SHALL BE UTILIZED TO CONNECT THE UPPER COBS TO SPRINTS GROUND SYSTEM. THE HOME RUN MAY BE ROUTED EITHER INSIDE OR OUTSIDE A MONOPOLE. SPECIFIC COB CONNECTION PROCEDURES ARE DESCRIBED IN THE FOLLOWING SECTIONS. 2. ALL COAX GROUND KITS SHALL BE WEATHER PROOFED. ONLY GROUND KITS APPROVED BY THE COAX MANUFACTURER SHALL BE USED. INSTALL GROUND KITS PER MANUFACTURER'S RECOMMENDATION 3. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL, COAT ALL SURFACES MATH T&B KOPR-SHIELD BEFORE MATING. 4. FOR GROUND BOND TO STEEL ONLY, INSERT A DRAGON -TOOTHED WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH T&B KOPR-SHIELD OR APPROVED EQUAL. SPOT -BOLT CONNECTOR 12 SOLID TINNED COPPER GROUNDING CONDUCTOR - EXISTING GROUND SPRINT CONDUCTOR COAX GROUND (VERIFY) EXISTING WATER TOWER ANTENNA. CONDUCTORS PROVIDED CATWALK HANDRAIL ---, TYPE MATH GROUND KIT. TYP. SPLIT -BOLT CONNECTOR r2 SCALE: NOT TO SCALE-� NOTE: 1. USE SPLIT BOLT CONNECTOR ONLY IN THE EVENT THAT OWNER WILL NOT ALLOW CADWELD CONNECTION. 00C � o000° 0?EXISTING WATER °0 TOWER CATWALK BAR U E-3 #2 AWG BARE TINNED COPPER WIRE GROUND FROM TOWER BASE GROUND BAR AND FROM EQUIPMENT GROUND \ RING. CADWELD TO TOWER GROUND RING \ (2 PLACES TYP.) LEG \ \ \ \ \ �- — — — — — — -- — ICEBRIDGE SEE \ \ NOTE #16 # �:i__ _. FUTU I ji 2 AWG BARE COPPER WIRE I _ GENERA GROUND RING (TYPE.) ice{ COIL` 4' OF WIRE FOR FUTURE TURNDOWN AND COIL IN CHRIS BOX WITH PLASTIC WELL COVE ,,," --, '---.;'- I EDGE OF CONCRETE PAD „' FUTURE j CMO 3/4- ....... � I IL° ............ — CONN 1 2H SKID �\ o . ss CMO 2 AWG #1 WITH TWO \ o AT MAIN RIGHT SID \ _ AND CAD o - I FUTURE MINI -PPC I eGROUND ROD I #2 AWG BARE COPPER WIRE I FROM INTERNAL GROUND BARS. GROUND ROD CADWELD TO GROUND RING. WITH ACCESS ' (TYP. OF 2) / 7 ANTENNA GROUND BAR. 2 E-3 LOCATE AS DIRECTED BY E-3 SPRINT CONSTRUCTION MANAGER (2) 4/0 AWG STRANDED GREEN INSULATED E RUN' SHALL BE UPPER COB UTIUZTOD TO SPRINT'SNGRO DECT ES STEM. 6 GROUND ROD- E -3 ANTENNA COAX GROUNDING PLAN e SCALE: 22"04" SHEET 3/4" _ 1'-0" E-2 SCALE: 11'x17" SHEET 3/8' = 1'-0" ___.-__. i I i, RE TOR i O TYP.) OLE TY I R AT " SLEEVE I I ECT TO I ch WITH WEB YATH `QI' LUG GREEN INSULATED COPPER WIRE HOLE DOUBLE CRIMPED LUG CMO GROUND BAR (BOTTOM E OF LEFT CABINET, FRONT) -WELDED TO GROUND RING. GROUND ROD (TYPICAL) I 6 E-3 2 AWG BARE COPPER WIRE TO GROUND RING (TYP.) EQUIPMENT GROUNDING PLAN N SCALE: 22"x34" SHEET 1/2" = 1'-0" E-2 SCALE: 11"x17" SHEET 1/4" = 1'-0' � Q F 0 M O z=o"M �3 U r` mwM� 0 F-: M N Q c-) rn z�MFN Z. �s ¢ C�7 to W 7 N Lu N o Q F M m Uro Ooh co>o Q m LL J Lu LLi Vow > Z Qo _ `) U �Q LL LL, o DRAWING E-2 7 DF 8 DATE: MARCH 27, 2007 PROJECT NO.: 067843