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HomeMy WebLinkAbout1701 Lowe Ave 06-2657 AntennaCITY OF SANFORD PE12 IVI' APPLICATWN Permit # : & `0 f a(.J' i�q '' .Job Address: _/-70/ �Oa)o A9, dU/fO � � RECElYr� Date: j .16 )nrw Description of Work: hsI&/[ ak)k-t'I YJ(�S a Q$ttG�p• Total Square Footage Historic District: Zoning: Value of Work: $ Permit Type: Building ✓ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service —# of AMPS — Addition/Alteration, Change of Service Temporary Pole Mechanical: Residcntial Non -Residential Replacement New (Duct Layout & Euergy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential . Commercial Industrial Construction Type: # of Stories: iI of Dwelling Units: Flood Zone: (FEMA for'nt required) Owners Name & Address: Contractor Name & Address: I iea a6-40AAg-5 ►,t�Y,• ��aIlia c 3yy7o Phone & Fax: Contact Person: Bonding Company: Address: Mortgage Leader: Address: Architect/Engineer: Address: 5�lir 7 Phone: Stale License Number: 6/,�-C6Vr?%�%5� Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certit'y that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards orall laws regulating construction in this jurisdiction. I understand that a separate permit must be seemed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEA'TERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: l certify that all of the foregoing inrormation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT[I YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements or this permit, there may be additional restrictions applicable to this property that may be found in the public records or this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance or permit is verification that twill notify the owner of the property of the raµrirentents ofFlorida Li n Law, l'S 713. Signature of Owner/Agent Date Signature or Contractor/Agent Date --I :�O WA% G , 40 Fiy PrintOwncr/Agent's Name Prim Contractor/Agent'sNam� Signature of Notary -State of Florida Date �gnature of Notary -State of 'lorida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: CX✓//V- U'T1L: Special Conditions: Rev 03/2000 )iA, Pt, Ann Marie Ackerman *: MYCOMMISSION# DD199812 EXPIRES MQY 3, 2007 60NDEDrHRUTROYFAININSURANC Contractor/Agent is Personally Knows 'to Me or INC Produced ID BLDG:_C:) L NO. ACCESS EASEMENT TOGETHER WITH A TWENTY (20) FOOT WIDE NON-EXCLUSIVE ACCESS EASEMENT FOR LYING INGRESS/EGRESS AND UTILITIES PURPOSES; LYING TEN (10) FEET LEFT AND TEN (10) FEET RIGHT OF A CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE S 89"58'02"W, 217.07 FEET ALONG THE SOUTH BOUNDARY LINE OF SAID LOT 7, THENCE DEPARTING SAID SOUTH BOUNDARY LINE RUN N 00'00'00"W 270.07 FEET TO THE S,E. CORNER OF THE PREVIOUSLY DESCRIBED PROJECT AREA; THENCE N 90'00'00"W, 40,0 FEET; THENCE N00.26'19"W, 30.0 FEET; THENCE S90'00'00"E, 20.0 FEET TO A POINT OF BEGINNING; THENCE N00'26'19"W, 513.26 FEET; THENCE N 38'43'19"W, 270.19 FEET; THENCE N 90'00'00"W, 90.0 FEET; THENCE S 44'43'18"W, 505.0 FEET; THENCE S 28"33'08"W, 47.21 FEET; THENCE S 01'17'54"W, 511,14 FEET; THENCE S 53'10'34"W 13.42 FEET TO A POINT ALONG THE EAST RIGHT-OF-WAY LINE OF S. LOWE AVENUE IS. OREGON AVENUE PER PLAT), SAID POINT ALSO BEING A POINT OF TERMINATION. THE SIDELINES OF EASEMENT TO BE SHORTENED OR PROLONGED TO MEET AT ANGLE POINT AND/OR BOUNDARY LINES, SAID ACCESS EASEMENT CONTAINS 14,259 SQUARE FEET, MORE OR LESS. PARENT LEASE PARCEL A PARCEL OF LAND LYING AND BEING WITHIN THE SOUTH 1212.4 FEET OF LOT 7, PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 27 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE S 89'68'02"W, 217.07 FEET ALONG THE SOUTH BOUNDARY LINE OF SAID LOT 7, THENCE DEPARTING SAID SOUTH BOUNDARY LINE RUN N 00'00'00"W 270.07 FEET TO A POINT OF BEGINNING; THENCE N 90"00'00"W, 40.0 FEET; THENCE N 00'26'19"W, 30.0 FEET; THENCE S 90'00'00"E, 40.0 FEET: THENCE S 00'26'19"E, 30.0 FEET TO THE POINT OF BEGINNING, SAID PROJECT AREA CONTAINS 1200 SQUARE FEET, MORE OR LESS. SEE DETAIL SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST UTILITY EASEMENT I I 1 1 SEMINOLE COUNTY, FLORIDA TOGETHER WITH A FIFTEEN (16) FOOT WIDE NON-EXCLUSIVE EASEMENT FOR UTILITIES I I PURPOSES; LYING SEVEN AND ONE-HALF (7,5) FEET LEFT AND SEVEN AND ONE-HALF I I (7.5) FEET RIGHT OF A CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; I I FOR A POINT OF REFERENCE, COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 7; I I THENCE S 89'58'02"W, 217.07 FEET ALONG THE SOUTH BOUNDARY LINE OF SAID LOT 7, I I THENCE DEPARTING SAID SOUTH BOUNDARY LINE RUN N 00'00'00"W 270.07 FEET TO THE EXISTING DRIVE TO BE I I S,E. CORNER OF THE PREVIOUSLY DESCRIBED PROJECT AREA; THENCE N 90'00'00"W, UTILIZED FOR ACCESS I I I I 7.50 FEET TO A POINT OF BEGINNING; THENCE S 00'00'00"E, 262.50 FEET; THENCE S I 89'59'02"W, 47.61 FEET; THENCE N 89'69'36"W, 616.16 FEET; THENCE N 00'00'25"W, 24.27 FEET TO A POINT OF TERMINATION, I I THE SIDELINES OF EASEMENT TO BE SHORTENED OR PROLONGED TO MEET AT ANGLE POINT I I I AND/OR BOUNDARY LINES. i I r r SAID ACCESS EASEMENT CONTAINS 40,703 SQUARE FEET, MORE OR LESS. —————— — — — — —— oct Al I P PARENT TRACT DETAIL ' Q� (NOT TO SCALE) EXISTING DRIVE TO BE I I 1 UTILIZED FOR ACCESS I I / , • I I 7 � 7 I I 1 7 I I 1 1 I I I I I I I ) I I I I I I I I I I I I 11 1 li � IIi I UD I I I I C I 11 1 I I I I I I I I I C I I I I I I I I I I I I I I I I EXISTING DRIVE TO BE l i l UTILIZED FOR ACCESS O ACCESS EASEMENT 41 I 11 I P�� QP I I I I �\� ob I I l a O\(- I I_j I I I I PARENT LEASE PARCEL I I I Q I I I i I 1 I I I VERIZON WIRELESS w LEASE PARCEL "B" I VERIZON WIRELESS z I I I I I I LEASE PARCEL "A" I I I < I I I w0 t l l I III UJ I I I UTILITY EASEMENT `I I Z I I 1 w I I I EXISTING DRIVE TO BE > w I I I UTILIZED FOR ACCESS I II w I I I I l l o p I I I I p III o o I I I ICI ° o . ® I I I IJ1 a N I I I � � � z I I I I I F J III D ' III ® POINT OF TERMINATION ACCESS EASEMENT i i POINT OF COMMENCEMENT POINT OF TERMINATION IIi VERIZON WIRELESS UTILITY EASEMENT I I I LEASE PARCELS "A" AND "B" III SOUTHEAST CORNER, LOT 7 IF _ III _j - -------------------S-98°59'35" W----- 616.16'(D}----------------------------L14 217.07'(D) REVISION DATE SOUTH LINE, LOT 7 S 89'58'02"W CT1 I I I I I I I I I I I I i 1 I I I I I I I I 1 I I I 20 10 0 10 20 I 1 1 .� I I 1 I I 1 CAL e 1 10 EXISTING FENCED I I I (COMPOUND AREA (SEE DETAIL ON SHEET C2) I I I POINT OF BEGINNING I I 1 ACCESS EASEMENT I I 6.0' CHAIN LINK FENCE WITH BARBED WIRE AND GREEN SLATS a, x PROPOSED VERaZON x a~° x S 90100'00"E I I WIRELESS LEASE PARCEL "A° 20.00'(D) I I (SEE DETAIL ON SHEET C2) xlp L3 1x 401 x41} GUY ANCHO x �•� o x SITE BENCHMARK x I GATEx ` SET SQUARE CUT IN CONCRETE PAD L 2 0 ELEVATIQN=55,37' X - ROCK (N.G.V.D.1929)(A.M.S.L,) f —T PROPOSED VERIZON -p WIRELESS LEASE PARCEL °S° X raa` — aa, I bar° G, T POINT OF BEGINNING V — — — — — —� � r N VERIZON WIRELESS TELEPHONE RISER aa1 � "" ��, —i - I LEASE PARCEL "B" b OVERHEAD WIRES (TYPICAL) I b ``) bb' - ''L26 ' N �x I /�xf X� ,,';' xX� LxL2�— �° xX POINT OF BEGINNING r� O x L22 VERIZON WIRELESS L23 I L12 I L17 LEASE PARCEL "A" IT � I I — — — - _l4; I SET 5/8" IRON ROD -AND CAP x I I —f � I I (L.B. No. 6885)(TYPICAL) STEPS jI I I SOUTHEAST CORNER FY POLE (TYPICAL) I I I 1 I I PROJECT AREA 24" CONCRETE PILLARS w a° I n$ a I I • w la I I x L16 x ( ��` 1 I I P. x x xa ROCK- i xLu x w I I ¢IL I a � 1 POINT OF BEGINNING O I I I UTILITY EASEMENT 8.0 CHAIN LINK FENCE WITH BARBED WIRE I w I I I 1 AND GREEN SLATS X I I I I I I I I I I I LANDSCAPING (TYPICAL) xa^ x� xaa I I I x x x l x I abp x i I I I x be aMq I x x x I I x bap I - I 1 O I a � � 01 aa4 1 I o x I I } 0 I oo x a4� x I � x 4, z I cv �Q- °� I I x OWNER; CITY OF SANFORD I I Q\�� �00 PARCEL: 32-19-30-501-0000-007A x bap I I I Q\/P� I I I I , I SEE DETAIL i {j LINE TABLE COURSE BEARING DISTANCE L1 N 90"00'00"W 40,00' L2 N 00026'19"W 30.00' L3 S 90"00'00"E 40.00' L4 S 00926'19"E 30,00' L5 N 00'26'19"W 513.26' L6 N 38043'19"W 270.19' L7 N 90900'00"W 90,00, L8 S 44043'18"W 505.00' L9 S 28933'08"W 47.21' L10 S 01'17'54"W 511.14' L11 S 53"10'34"W 13.42' L12 N 90'00'00"W 7.50' L13 S 00000'00"E 262,56' L14 S 89'59'02"W 47.61' ALLES DESIGN CORPORATION 7117 WAREHAM DRIVE ' TAMPA, FL 33647 TELEPHONE/FAX (813) 866-0030 P.E. No. 36741 C.O.A. No. 25916 COURSE BEARING DISTANCE L15 N 00000'25"W 24,27' L16 N 90'00'00"W 0,44' L17 N 00'26'19"W 2.96' L18 S 89°33'41"W 7.00' L19 N 00'26'19"W 22.00' L20 N 89°33'41"E 7.00' L21 S 00026'19"E 22,00' L22 N 90'00'00"W 8.44' L23 N 00'26'19"W 3.90' L24 S 89"33'41"W 7.00' L25 N 00'26'19"W 4.00' L26 N 89°33'41"E 7.00' L27 S 00°26'19"E 4.00' DEVELOPER: DRAWN BY: VERIZON W' L 0 MIDDLETUN 12802 TAMPA OAKS BLVD, CHECKED BY: T.M.A. SUITE 450 TEMPLE TERRACE, FLORIDA 33637 DATE: APRIL 25, 2006 W 0w J � Z �� O SITE a /40REGON AVENUE z ow OD w z w rr O< Q —l4 D /x�11 VICINITY MA NOT TO SCALE EXISTING ANTENNAS PROPOSED VERIZON WIRELESS ANTENNAS (140' RAID CENTER, ALPHA 00 BETA 120 GAMMA 2300) (VERIFY INFORMATION WITH VERIZON WIRELESS PRIOR TO CONSTRUCTION) EXISTING ANTENNAS EXISTING 164' MONOPOLE TOWER \ 2 EXISTING TOWER SCHEMATIC N.T.S. pi Py cil. 'zi REvjr� uY GENERAL NOTES ff ofil 1. USE: UNMANNED TELECOMMUNICATION RELAY EQUIPMENT, 2. WATER & SEWER SERVICE IS NOT REQUIRED. 3. TRAFFIC GENERATION: 1 VISIT PER MONTH 4. AFTER REVIEW OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No.12117CO040 E, DATED APRIL 17, 1995, THE VERIZON WIRELESS LEASE PARCEL DEPICTED HEREON LIES IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN). 5. TOWER COORDINATES: NAD 83 LATITUDE 28047'40"N. LONGITUDE 81919'37"W, 6. SURVEY INFORMATION TAKEN FROM SURVEY PREPARED BY ADVANCED LAND SURVEYING & MAPPING DATED AREIL 4, 2006, NO, 147-0135 SITE DATA, 1. EXISTING COMPOUND AREA: 0.0275± ACRES 2, PROPOSED VERIZON WIRELESS LEASE AREA: 0.0035± ACRES 3. OWNER; T-MOBILE 3111 W. DR, MARTIN LUTHER KING JR, BLVD, SUITE 400 TAMPA, FL 33607 4, SITE ADDRESS: 1701 LOWE AVENUE SANFORD, FL 32771 5. PARCEL ID: 32-19-30-501-0000-007A JOB NO, NO. CPS ANTEI 3/8"0 GALVANIZED ALL -THREAD (TYP: ANTENNA COAX CABLES 7/16 DIN -FEMALE CONNECTOR ON COAX - SURGE PROTECTOR (TYP.)-� 7116 DIN -MALE CONNECTOR ON JUMPER (TYP.)-\ ANTENNA (COAX 30" GAMMA 2 30' (GREEN) ALPHA 1 O (RED) ALPHA 2 O (RED) 0 ;eUv (GREEN) (BLUE) 1 ZUv LEGAL DESCRIPTIONS (AS PREPARED BY SURVEYOR) VERIZON WIRELESS LEASE PARCEL "A" T-MOBILE TROUT LAKE 80320-2 A PORTION OF THE SOUTH 1212.4 FEET OF LOT 7, PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 27 OF THE PUBLIC RECORDS OF BETA 1 0 120 SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (BLUE) COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE SOUTH 89°58'02" WEST, ALONG THE SOUTH LINE OF SAID LOT 7, A DISTANCE OF 217.07 FEET; THENCE DEPARTING SAID SOUTH LINE, NORTH 00'00'00" WEST, A DISTANCE OF 270.07 FEET THENCE NORTH 90"00'00" WEST, A DISTANCE OF 0.44 FEET; THENCE NORTH 00026'19" WEST, A DISTANCE OF 2,96 FEET TO THE POINT OF BEGINNING: THENCE SOUTH 89"33'41" WEST, A DISTANCE OF 7.00 FEET; THENCE NORTH 00"26'19" WEST, A DISTANCE OF 22.00 FEET; THENCE NORTH 89*33*41" EAST, A DISTANCE OF 7.00 FEET; THENCE SOUTH 00'26'19" EAST, A DISTANCE OF 22,00 FEET TO THE POINT OF BEGINNING, CONTAINING 0,0035 ACRES OR 154 SQUARE FEET, MORE OR LESS. ANTENNA RAD ANTENNA AZIMUTH DOWN HORIZ, ANTENNA TYPE/ COAX LABEL COAX NUMBER CENTER TIP TILT SEP, MANUFACTURER COLOR/BANDS DIAMETER HEIGHT 01 Al 140' 143' 0' 0.0' 10' CSA PCSA065-19-2 RED-1 1 5/8" A2 140' 143' 0' 0.0' 10' CSA PCSA065-19-2 RED-2 1 5/8" B1 140' 143' 120' 0.0' 10' CSA PCSA090-19-2 BLUE-1 1 5/8" B2 140' 143' 120' 0.0' 10' CSA PCSA090-19-2 BLUE-2 1 5/8" 131 140' 143' 230' 0.0' 10' CSA PCSA090-19-2 GREEN-1 1 5/8" G2 140' 143' 230' 0.0' 10' CSA PCSA090-19-2 GREEN-2 1 5/8" RADID CABINET `-' 1/16 DIN -FEMALE CONNECTOR Y ON JUMPER NOTE: MARKING TAPE MUST BE APPLIED AT NOTE: CHECK ALL ANTENNA INFO WITH TOP OF FEED LINES AND AT BASE OF VERIZON WIRELESS PRIOR TO CONSTRUCTION TOWER ANTENNA DETAIL SCALE: NOT TO SCALE L2x2xl/4 30- LONG WAVEGUIDE BRIDCI 2' WIDE GRIP STRUT BOLTED TO ANGLES GALVANIZED PIPE CAP (TYP) 1/2"0 GALVANIZED U-BOLT (TYP) 2x1 4 24" LONG W 10 S DRILLED FOR S AP IN HANGERS MOUNTED ® 4' O.C. 2'10 STD _GALVANIZED ANTENNA COAXIAL PIPE GROUNDS ANTENNA COAXIAL GROUND BAR 2" AWG TINNED SOLID -__COPPER IN 3/4' PVC 2' AWC TINNED SOLID COPPER EXOTHERMICALLY EXOTHERMICALLY WELDED TO GROUND RING WELDED TO GROUND RING i DOMEO GAPS ,r 10, MAX. q n . I WAVEGUIDE BRIDGE DETAIL SCALE; NOT TO SCALE REVISION DATE NOTE. VERIFY EQUIPMENT LAYOUT WITH VERIZON WIRELESS PRIOR TO CONSTRUCTION 7'-0" CONCRETE EQUIPMENT SLAB 4'-0" EQUIPMENT LAYOUT SCALE: NOT TO SCALE 20 10 0 10 20 SCALE: 1 " = 110' 1" CHAMFER 8" CONCRETE SLAB WITH LIGHT BROOM 4"� FINISH v G .4 III—III=III NOTES: 1, ALL CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF fc' = 4000 PSI WITH FIBER MESH REINFORCEMENT TYPICAL EQUIPMENT SLAIN SCALE; NOT TO SCALE ALLES DESIGN CORPORATION 7117 WAREHAM DRIVE • TAMPA, FL 33647 TELEPHONE/FAX (818) 866-0080 VERIZON WIRELESS LEASE PARCEL "B" T-MOBILE TROUT LAKE 80320-2 A PORTION OF THE SOUTH 1212.4 FEET OF LOT 7, PINE LAKE GROVES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 27 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE SOUTH 89'58'02" WEST, ALONG THE SOUTH LINE OF SAID LOT 7, A DISTANCE OF 217,07 FEET; THENCE DEPARTING SAID SOUTH LINE, NORTH 00°00'00" WEST, A DISTANCE OF 270.07 FEET THENCE NORTH 90'00'00" WEST, A DISTANCE OF 8.44 FEET; THENCE NORTH 00"26'19" WEST, A DISTANCE OF 3.90 FEET TO THE POINT OF BEGINNING: THENCE SOUTH 89°33'41" WEST, A DISTANCE OF 7.00 FEET; THENCE NORTH 00'26'19" WEST, A DISTANCE OF 4,00 FEET; THENCE NORTH 89'33'41" EAST, A DISTANCE OF 7,00 FEET; THENCE SOUTH 00026'19" EAST, A DISTANCE OF 4.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0,0006 ACRES OR 28 SQUARE FEET, MORE OR LESS. 20' ACCESS I EXISTING DRIVE TO BE EASEMENT I UTILIZED FOR ACCESS I I � I EXISTING h I h3, MONOPOLE TOWER 6.0' CHAIN LINK FENCE WITH BARBED WIRE I x I x AND GREEN SLATS b I I 619 I x 5 I I x I I I 1 40.00' b 91 x 52ti x 51 GUY ANCHOR-x6o x x •----GATEx ° 7.0O'�' h SITE BENCHMARK SET SQUARE CUT IN CONCRETE PAD ELEVATION-55.37' x � - ROCK hb�� o ""' (N.G.V.D,1929)(A.M,S.LJ nj EXISTING PARENT o — _ — — --16" �9 ,- -, PROPOSED VERIZON WIRELESS o F EXISTING I _ ' L�� C3 , , „ „ LEASE PARCEL o h� h- ►� h x 22 LEASE PARCEL "A'AND x h EQUIPMENT PAD 5� 5h' g o TELEPHONE RISER h — — — — — hh�� \ g� PROPOSED VERIZON WIRELESS OVERHEAD WIRES (TYPICAL) I h .hh EOUIPMENT PAD FINISH EL. = 55.50 eO/�'' ' x5b'!P xg30 x x x O Hf xf x �Q ' x � �x 40,00' PROPOSED VERIZON WIRELESS STEPS I x i LEASE PARCEL "B" FOR FUTURE EQUIPMENT UTILITY POLE (TYPICAL) I I I I 24" CONCRETE PILLARS I w bo?2 x 1 y; I gig I b J I hg 3- C7 2 hg' I I x 616 x 56 Z m (;� x hh9 I ' hh a. x x x I I­-`�' I- ROCK x w XUS I I 1 I, w 2 0 I az � I I 8.0' CHAIN LINK FENCE WITH BARBED WIRE I ww AND GREEN SLATS x I I I I I I LANDSCAPING (TYPICAL) I I x I x 1 I N .. o 65 hb I �< I xh1 x x I g x x x x I 0 61'x I x x h6� I h5h 1 i x I x I I I I I I I 559 I I I I NOTE. 1 15' UTILITY UNDERGROUND UTILITIES i EASEMENT I NOT LOCATED OR SHOWN CONTRACTOR TO FIELD VERIFY, I I NOTE; DESIGN REQUIREMENTS FOR ANTENNA SUPPORTING STRUCTURES AND EQUIPMENT CABINETS MEET OR EXCEED FBC (LATEST EDITION) WIND SPEED REQUIREMENTS OF 130 MPH, 3 SECOND GUST, DEVELOPER: DRAWN BY: VERIZON WIRELESS MIDDIE"ON TAM 'L TROUT LAKE CHECKED BY: SITE ID 80320-2 12802 TAMPA OAKS BLVD, T.M.A. EXISTING TELECOMMUNICATIONS FACILITY SUITE 450 TEMPLE TERRACE, FLORIDA 33637 DATE:DETAIL T L APRIL 25, 2006 SHEET C2 JOB NO. BOND TO CABINE MOUNTING FRAME TYP. OF 2 PER CAB. #2 CU JUMPER r I I LUCENT 4.01 FUTURE BATTER I RADIO RADIO CABINET I CABINET I CABINET ATS GROUND BOND TO MOUNTING FRAME TYPICAL — 6' COIL FOR FUT. CONNECTION (TYPICAL) #2 AWG SOLID TINNED COPPER TYPICAL PPC CABINET POWER TELCO GROUND BARS #2 AWG. SOLID TINNED COPPER BARE IN 1" PVC 1'-0" J AROUND SLAB WHERE POSSIBLE #2 AWG. SOLID TINNED COPPER TO CPS ANT. TIE IN TO TOWER GROUND RING I NEW POWER CO. SERVICE i I 120/24OV, SINGLE PHASE, 3W WEATHER HEAD NEW 3 #3/0 IN 2" / �• RIGID STEEL CONDUIT #2 AWG. COPPER 30" BELOW GRADE, TYPICAL TOWER --- GROUND RING #2 AWC. SOLID TINNED COPPER IN 1" PVC 12"x4"x1/4" COPPER GROUND BAR ATTACHED TO ICE BRIDGE SUPPORT —#6 COPPER TO SURGE PROTECTORS #6 COPPER JUMPERS TO CABLE SHIELDS BOND TO EACH COAX WAVE GUIDE BRIDGE LEG (TYP. OF 4 LOCATIONS) #2 AWG. SOLID TINNED COPPER IN 1 " PVC COPPER GROUND BUS BAR MOUNTED AT BASE OF TOWER FOR COAX GROUNDS FURNISHED BY CONTRACTOR TO ANTENNA COAX GREEN FIELD SITES: JUMPERS BOND GATE FRAMES TO FENCE SUPPORT POST WITH A FLEXIBLE GROUND STRAP NEW WOOD SERVICE POLE GROUNDING DIAGRAM N.T.S. NOTE: SERVICE DISCONNECT FUSES SHALL BE CURRENT LIMITING CLASS RK-5, REJECTION TYPE RATED FOR 100,000 A.I.C. DISCONNECT SWITCH SHALL BE RATED FOR 100,000 AIC. #2 AWG. SOLID TINNED COPPER BARE, 30" BELOW GRADE EQUIP. SLAB #2 AWG. SOLID TINNED COPPER TO ELECTRICAL SERVICE GROUND COPPER CLAD STEEL RODS 5/8" X 10'-0" EXOTHERMICALLY WELDED, TYP. OF 6 3 #3/0, & 1 #6 E.G. IN 2" EMT GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMAL WELDING PROCESS (CADWELD OR EQUAL) EXCEPT FOR EQUIPMENT CONNECTIONS WHICH MECHANICALLY FASTENED. ALL LUGS SHALL BE TWO HOLE , LONG BARREL TYPE, FOR COPPER, UNLESS OTHERWISE NOTED. 2, ALL GROUND RODS SHALL BE A MINIMUM OF 10 FEET LONG, COPPER CLAD STEEL (302 OR 304), 5/8" DIAMETER, DRIVEN VERTICALLY DOWN WITH TOPS 30" BELOW GRADE. 3. ALL GROUND CONDUCTORS SHALL BE TINNED SOLID COPPER WIRE, SIZED £2 AWG., RUN 30" BELOW GRADE. 4, GROUND RODS FOR GROUND RING SHALL BE LOCATED 10-15 FEET APART. 5. ANY METAL OBJECT WITHIN 6 FEET OF THE TOWER OR EQUIPMENT GROUND RING SHALL BE BONDED DIRECTLY TO THE RING. 6, THE MINIMUM BENDING RADIUS FOR ALL GROUND CONDUCTORS £6 AWG OR LARGER SHALL BE 12". 7. ALL ABOVE GRADE GROUND CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD EARTH AND ONLY WHERE NECESSARY, HORIZONTAL, 8. ALL CONDUCTORS SHALL BE ROUTED SUCH THAT THERE ARE NO INCLUSIVE ANGLES OF LESS THAN 90 DEGREES. 9. GROUND SYSTEMS SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS. IF RESISTANCE VALUE IS EXCEEDED NOTIFY VERIZON WIRELESS FOR FURTHER INSTRUCTIONS. SUBMIT A COPY OF THE TEST REPORT TO VERIZON WIRELESS. 10. ALL GROUNDING SHALL COMPLY WITH NFPA 70 (NEC) AND NFPA 780, "LIGHTNING PROTECTION CODE". 11, ALL GROUNDING COMPONENTS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 12. ANY METAL CONDUIT MOUNTED ON THE TOWER SHALL BE BONDED TO THE TOWER AT EACH END, LOAD CALCULATIONS EQUIPMENT LOAD = 14.8 KVA FUT. EQUIPMENT LOAD = 10.3 KVA TOTAL LOAD =A 104 AMPS ® 120/24OV, 1 PH, NOTE; THESE DOCUMENTS ARE BASED UPON INFORMATION SHOWN ON THE CIVIL DRAWINGS AND INFORMATION PROVIDED BY VERIZON WIRELESS. THE CONTRACTOR SHALL FIELD VERIFY POWER AND TELCO REQUIREMENTS WITH THE UTILITY PROVIDERS. CONTRACTOR TO NOTIFY VERIZON WIRELESS IF REQUIREMENTS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. ATS PPC CAB -a-------- --------- I 200A BYPASS METER NEW SERVICE RACK 2P 200A FU 25OV, NEMA 3R / / / L.B. INTO - DISCONNECT SWITCH WITH 2-200A CABINET LIGHTNING DUAL ELEMENT, CURRENT LIMITING ARRESTOR FUSES, SERVICE ENTRANCE RATED EXIST. TELCO „ PEDESTAL 1 EMT FOR ALARMS ------ ----------- POWER i i i TELCO i I ALIGN FRONTS OF 7' X 22' LEASE BATTERY & BTS „ 6"X6" PARCEL CABINETS CONCRETE CONCRETE POST POST �-----------------------------------------1 r..�_- o®®®®®®e—.= — — — — I—— — — — — 711 ��ITATS ' p eO� \ j 1" PVC FOR GEN BATT. CHARGE. F 1 PVC FOR GEN CONTROLS TYP. 2" PVC FOR GEN POWER MOUNTING I 1" PVC SLEEVE FOR GROUND — STRAP BATTERY CABINET #1 I GENERATOR L I I I REAR ii.,, I ®1" PVC FOR BATT. CAB. A/C 2" PVC FOR BTS POWER 1" PVC FOR FUTURE NOTE• 2" PVC FOR TELCO/ALARMS EQUIPMENT MOUNTING BASES SHALL BE SECURED 1" PVC FOR FUTURE TO CONCRETE SLAB WITH STEEL HOLD DOWN STRAPS. STRAPS TO BE ANCHORED TO CONCRETE WITH 3/8" EXPANSION ANCHORS, EACH BASE TO BE SECURED A WITH TWO STRAPS PER SIDE. SLAB LAYOUT GENERATOR FRAME SHALL BE SECURED TO CONCRETE SLAB WITH 3/8" EXPANSION ANCHORS. N.T.S. PPC CABINET, GENERATOR, AND AUTOMATIC TRANSFER SWITCH SHALL BE FURNISHED BY VERIZON WIRELESS. CONTRACTOR SHALL FURNISH AND INSTALL A 24 GA., 25 TWISTED PAIR, CABLE WITH OVERALL BRAIDED SHIELD FROM TELEPHONE DEMARCATION POINT TO PPC CABINET, AND A SEPARATE CABLE FROM THE PPC CABINET TO THE BTS CABINET. PROVIDE 5' OF OF EXTRA CABLE ON EACH END FOR TERMINATION BY OTHERS, CABLE TO BE RATED FOR UNDERGROUND LOCATIONS. CABLE MANUFACTURE AND TYPE TO BE APPROVED BY VERIZON WIRELESS. CONTRACTOR TO INSTALL PULL STRING IN ALL EMPTY SPARE CONDUITS. RADIO I I I FUT. RADIO CABINET #1 I I CABINET #2 4'-63" 1'-5» 2'-6" 6"x6"x10'-0" CONCRETE — POSTS (TYP. OF 2) •=I00 I ATS POWER I 200 AMP GENERATOR N I I PLUG ATLANTIC SCIENTIFIC TELCO I OVER/UNDER AUTOMATIC--;-,,, I POWER/TELCO TRANSFER I ,• CABINET 200A SWITCH Q . KINDORF BATTERY PRIMARY BTS c� CABINET CABINET 4 .. ANGLE CONNECTORS CABINET '�\� � y ;.. I �\\! ' \ �� lay ; •' �I 1-2" SEALTIGHT FOR TELCO 2-1" SEALTIGHT FOR FUT. I a,13000 PSI I'•.. e .. •:I CONCRETE I;4 ;� •, STRAIGHT CONNECTOR b 4 I I:': AI 30KW 2" SEALTIGHT I• ", .'I I' f _ GENERATOR FOR POWER :Q ..• ANGLE 2" LB FITTING PPC RACK LAYUUT L.B. INTO GENERATOR NOTE CONNECTORS 2" LB FITTING ANGLE CONNECTOR 1#6AWG - GND. , ' / MOUNTING FRAME 3 4 3/4" C. SEALTIGHT SEALTIGHT 1" PVC FOR CONCRETE SLAB BATTERY CABINET EA1 7 M 3 #3/0, & 1 #6 GRADE E.G. IN 2" PVC Ilan I II II II II II II II II II II II II' iILIAL------'------- I I II II I:4 I II II II �FJ`�F��$ _ ______________=_====—S1TIIl_ --- — —_ —__ _--_ I I I <. --------------------------------- n II _ttj-. J I I II — — � _ _ _—_— _— _ --= n= _ _ —_ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ -J - — — — — I I I µrlr--- _ _ _ '�-^mot.'-_---- �i 'l -__ �-_ .i � __ _____ —_ __ —= __ _====-l"u----------____------------ ---J- )I _ -rnm-------- - - ,� L------- -- — — — 11 I� l� -- —--------------------- +11LJ------ --- _ —' GROUND ROD -------------------- ____________________________ o--��a'--__---JJ ----------------------��,I-------------------------- ----- PVC FOR TELCO AND ALARMS =_— -- r------- " ° IIIU 4 2, 1 6 N, & 1 6 E.G 10 x 5/8 ^� I , I II II I L =— _______________________ 1 # # „ # SEE TELCO NOTE LAST ELBOW AND EXPOSED — rl COPPERWELD ROD CONDUIT TO BE RIGID STEEL I',. 1 I I ��----------_------' — __ _ ____________— _____THWN IN 2 PVC FOR POWER 2-2" PVC FOR TELCO[ I Ll=====_____=_ _____�_________________________________�J 2-1" PVC FOR FUTURE SEE TELCO NOTE r,: '' ^ J I I I 3/4" PVC FOR 1. ;I I' CONTROLS & L 3 #3/0, & 1 #6 ALARMS 2 #12, & 1 #12 E.G. IN 2" PVC E.G IN 3/4" PVC FOR BLK HTR./BATT CHARG. RISER DIAGRAM REVISION I DATE C&G ENGINEERING INC. 8615 E. LAKE AVE. TAMPA, FL. 33610 PEI. (813) 470-7239 ALLES DESIGN CORPORATION 7117 WAREHAM DRIVE • TAMPA, FL 33647 TELEPHONE/FAX (813) 866-0030 DEVELOPER: DRAWN BY: VERIZON WIRELESS LETO 12802 TAMPA OAKS BLVD. CHECKED BY: N.C.L. SUITE 450 TEMPLE TERRACE, FLORIDA 33637 DATE: APRIL 27, 2006 N.T.S. PPC POWER CAB. POWER SECTION OF PPC CABINET IS FURNISHED WITH A 2P/200A UTILITY BREAKER AND A 2P/200A GENERATOR BREAKER MECHANICALLY INTERLOCKED WITH WALKING BEAM TRANSFER SWITCH. UNIT IS ALSO EQUIPPED WITH A 12 POSITION LOAD CENTER. CONTRACTOR TO FURNISH AND INSTALL A 2P/100A BREAKER FOR BTS, A 2P/80A BREAKER FOR FUT. BTS, A 2P/20A BREAKER FOR BAT. CAB. A/C UNIT, AND A 1P/20A BREAKER FOR GEN. BATTERY CHARGER, AND BLOCK HEATER, AND A 1P/20A BREAKER FOR TOWER LIGHTING CONTROLLER WHEN REQUIRED. t� _fit • a An,m_ SHEET El JOB NO.