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HomeMy WebLinkAbout411 W 14 St (3)CITY OF SANFORD, PERMIT APPLICATION Per i # Job(kddreM 41 ;Vit i L 'kt+ ` �4Z:D Z2. o RECEIVED JUL 2 1 2006 mt i�v Historic District: Zoning: Value of Work: $ p a O Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Ahmn Pool Electrical: New Service — # of AMPS I 'c*--,:> Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replaecment � New (Duct Layout & Energy Calc. 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 CommercialIndustrial Total Square Footage: l ZO Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �t�, /��sy a 1 A� ti �,i� (Attach Pro( f of Ownership & Legal Description) ers OwnName & Address: i1 Q HiQ+ L S �g l.. cr J i) t G QT14 �) S I K T" C_ �- Contractor Name & Address: Phone & Fax: Bonding Cornpany: Address: Mortgage Lender: �� t Address: Architce Address: Contact Person: State Phuae: Lzft t ✓) 1 F.":(il Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFpIDAVIT: 1 certify that all of the foregoing information 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 Wfflt YOUR L�NULR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of m rs vent, ati on that 1 will ' y the owner of the property of the requimm nt of Florida Li n Law, FS 713. 142 4i� Signat e of Owner/Agent ate Signature o— f &ntractor/Agent Date s �L,� Print 6 wner/Agen ' Name P `rl Dritractor gent's ame( j � ' `Ch-• �l �'� O to ahrre of Nola -State of Florida Date `Ji nature of Notary -State of Florida D j e Cul, rY rY a t wner,Ao of rs 1 Contractor/Agent i ally( 1#WCU#e of Florida It]D—ANaI zI to of Produced ID r f �'-- y o My Commission DD38274 My Cornruission DD382748 O j 2/2009 � * % / � or rc Expires 01102/2009 APPLICAT E✓:41kli1LV ' Gonid tilities^�n-�� m— - a �yF (Intra c nidal & ate) (Initial & Date) (Initial & Date) Special Conditions: ROYAL STREET COMMUNICATIONS 82`6 EXCHANGE DRfVF, STE 210. ORLANDO, FI X2809 220 -B) C \Gu -A� 41 iW,, 14 T EF -1 SANF-ORD,I 32771 ..-AII TUDE,-'- 2804--7 ) 56 )) \ . LONG TUDE: CC q jt fl' Jth E :ith r. -It � i �t n.fall ;fit t #1'I Lt xt �t 'i4rY rytrl St E 741 1 1 U1 _l ;t h/ 8111 '-t E otll ` 1t Qt "w 9 I P_ A( 9th t 17 t E 9th, 7t St "J 10th t �, i� t E lOtt� ,=;t L Q'ITE:r. _ L Q)U UJ l C 0,71 rl] St au ?- \,7j M 12th t E '1211 .,t 415r;7 S{ a o cn,F 1 _21th St t. n IN 13th PI E 14th St y ice} I TI Ir' � U) .. I•. rn o� r n Plurnas;l Dr �t q Sanford fl; x T. L i z fi ,�anl�rta `vr.nIr-, N 'l l- t 1, { �,,' 17t1 -I �t R.r alio br. St r m c;. (fl f!)n VY� rld vt Vj 22 rid St 7 u Park si E rd ST %Af 7A+� +�+ & E 24th St ma IU rmroimorp _ aaf mr m t Ipplle rs : All rKj Ili rete nIea. T VICINITY MAP FROM 301 AND 60 IN TAMPA. TAKE 301 N TO 1-4 EAST TO CR46/W IST STREET. PROCEED EAST ON SR46/US17 AND FOLLOW US17 SOUTH. TURN LEFT AND HEAD EAST ON W 14TH AND SUBJECT SITE IS MONOPOLE. DRIVING DIRECTIONS This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Klmley—Horn and Associates, Inc. THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACILITY CONSISTING OF WIRELESS DATA EQUIPMENT, AN EQUIPMENT PAD, CONNECTING CABLES, AND DIRECTIONAL ANTENNAS. THE INITIAL NUMBER OF DIRECTIONAL WIRELESS DATA ANTENNAS SHALL BE SIX (6). PROJECT DESCRIPTION APPLICANT/LESSEE MDCMC NAME: ROYAL STREET COMMUNICATIONS PROJECT MANAGER: ERIC NELSON PHONE: (407) 383-7586 PROPERTY INFORMATION OWNER: CINGULAR WIRELESS 15814 MUIRFIELD DR, ODESSA, FL 33556 CONTACT: MIKE BROWN (813) 376-3591 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. JURISDICTION: SANFORD/SEMINOLE COUNTY PROJECT INFORMATION EQUIPMENT LOCATION: ® OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ GUY TOWER ❑ I- 1Clth "t Cn ❑ ROOFTOP ❑ 18 th S ❑ OTHER C-4 EQUIPMENT FRAMING AND ANTENNA TILT DETAILS ��i;aCtlt]I ELECTRICAL SITE PLAN 43958 17 ':nyr 10th 't 17 I 1�ttl ..��t --►. O Q 0i I atalina ` I ISSUED FOR: CONSTRUCTION DRAWINGS DATE: MAY 2006 , Z ,l°'1 20th =t E �'Cith i t. J Higf-Jsnd Psrrt: (fl f!)n VY� rld vt Vj 22 rid St 7 u Park si E rd ST %Af 7A+� +�+ & E 24th St ma IU rmroimorp _ aaf mr m t Ipplle rs : All rKj Ili rete nIea. T VICINITY MAP FROM 301 AND 60 IN TAMPA. TAKE 301 N TO 1-4 EAST TO CR46/W IST STREET. PROCEED EAST ON SR46/US17 AND FOLLOW US17 SOUTH. TURN LEFT AND HEAD EAST ON W 14TH AND SUBJECT SITE IS MONOPOLE. DRIVING DIRECTIONS This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Klmley—Horn and Associates, Inc. THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACILITY CONSISTING OF WIRELESS DATA EQUIPMENT, AN EQUIPMENT PAD, CONNECTING CABLES, AND DIRECTIONAL ANTENNAS. THE INITIAL NUMBER OF DIRECTIONAL WIRELESS DATA ANTENNAS SHALL BE SIX (6). PROJECT DESCRIPTION APPLICANT/LESSEE MDCMC NAME: ROYAL STREET COMMUNICATIONS PROJECT MANAGER: ERIC NELSON PHONE: (407) 383-7586 PROPERTY INFORMATION OWNER: CINGULAR WIRELESS 15814 MUIRFIELD DR, ODESSA, FL 33556 CONTACT: MIKE BROWN (813) 376-3591 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. JURISDICTION: SANFORD/SEMINOLE COUNTY PROJECT INFORMATION EQUIPMENT LOCATION: ® OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ GUY TOWER ❑ SELF SUPPORT TOWER ® MONOPOLE ❑ ROOFTOP ❑ NEW TOWER ❑ OTHER PROJECT SUMMARY 7653 Ci 6 20 )) W ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2004 FLORIDA BUILDING CODE 5. AMERICAN INSTITUTE OF STEEL 2. NATIONAL ELECTRIC CODE (NEC) WITH CONSTRUCTION SPECIFICATIONS (AISC) LOCAL AMENDMENTS LATEST ED. 6. UNDERWRITERS LABORATORIES (U.L.) 3. ANSI/TIA/EIA APPLICABLE STANDARDS APPROVED ELECTRICAL PRODUCTS 4. LIFE SAFETY CODE NFPA-101-2000 7. LOCAL BUILDING CODE 8. CITY/COUNTY ORDINANCES CODE COMPLIANCE CIVIL ENGINEER: KIMLEY—HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DRIVE WEST PALM BEACH, FL 33407 LARRY FLOWERS 561-845-0665 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: C&W ENGINEERING 2326 S. CONGRESS AVE., SUITE 1F WEST PALM BEACH, FL 33409 DALE WALKER, P.E. (561) 642-5333 SURVEYOR: WSP CONSULTANTS, INC. 18818 ANNELIS DRIVE LU TZ, FL 33548 BILL PAYNE P.L.S. (813) 264-7540 wspayne®tampaboy.rr.com TOWER ENGINEER: N/A PROJECT TEAM SHEET DESCRIPTION REV. T-1 _ COVER SHEET SURVEY GENERAL NOTES 60251 MARK FAIRCHILD G-1 C-1 SITE PLAN ENLARGED SITE PLAN AND ELEVATION CONSTRUCTION DETAILS PE C-2 C-3 C-4 EQUIPMENT FRAMING AND ANTENNA TILT DETAILS 60742 E-1 ELECTRICAL SITE PLAN 43958 E-2 E-3 GROUNDING DETAILS GROUNDING DETAILS SHEETINDEX ISSUED FOR: CONSTRUCTION DRAWINGS DATE: MAY 2006 ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 PROJECT INFORMATION: CURRENT ISSUE DATE: MAY 2006 ISSUED FOR: CONSTRUCTION DRAWINGS =REV.:=DATE: DESCRIPTION: SEAL: MAY 25 2006 =PLANS PREPARED BY: =F1 Klmley—Horn and Associates, In O 2006 KIMLEY—HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 =PROVIDER: �1 8256 EXCHANGE DRIVE, STE 210, ORLANDO, FL 32809 RAWN BY:=CHK.: APV.:- YM PV.: YM KKM S,�::] CENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 r_ HEFT TITLE: SHEET NUMBER: REVISION L- f.! u A 1-1- U. 044960069 , ROYAL. STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 r—PROJECT INFORMATION: CURRENT ISSUE DATE: MAY 2006 ISSUED FOR: CONSTRUCTION DRAWINGS rREV.:-DATE: DESCRIPTION: I SEAL: MAY 25 2006 LPLANS PREPARED BY: Kirrnley—Horn and Associates, In Q 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 rPROVIDER: ROYAL STREET COMMUNICATION 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 DRAWN BY:=CHK.: APV.: I YM KKM KMS rLICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 SHEET TITLE: � GENERAL NOTES SHEET NUMBER: REVISION: G-1 �KHA Job #: 044960069 I EXIST. TREE - - -- PROPOSED CONC. SLAB FOR r RELOCATED CINGULAR WIRELESS GENERATOR. SEE x DETAILS ON SHT. C-3. (COORDINATE WITH O CINGULAR CPM FOR RE-ROUTING OF SERVICE TO EXIST ATS.) CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 EXISTING 16'-0" ACCESS GATE k k x --N-- x--- PROPOSED UNDERGROUND ROUTE - OF TELCO (40'±) AND POWER (60'±) TO EXISTING TELCO DEMARC AND WPP W/ TX. (SEE ELEC PLANS AND TRENCH DETAILS ON SHT. C-3) EXISTING SERVICE RACK TO BE EXTENDED. SEE ELEC PLANS FOR DETAILS. (COORDINATE WITH ROYAL STREET CPM.) -X X X X -X -----X X X X-- X- X�X X- r---------------------- -� EXISTING SLAB " 00 _.. - ..W_- .__..._....._..._ .. _ .. x EXISTING GENSET TO BE RELOCATED. PROPOSED ROYAL STREET �r ° 10 X15' LEASE PARCEL. (SEE E `, SURVEY FOR DETAILS. I O EXISTING SHELTER ) � �� r`� X ,r © '-EXISTING 17' HIGH x 0"4 S WAVEGUIDE BRIDGE. I © (BOTTOM OF COAX EL. x i j U =12'± AGL) x EXISTING 180'± M(_-, TOWER. (STRUCTURAL ANALYSIS BY OTHERS) SUNSHINE STATE ONE CALL OF FLORIDA, INC. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liubility to Kimley-Horn and Associates, Inc. r GIN UL VV 1 n J J I MC AINUJ n/AM CSLU WIRE. Z 0 PROPOSED 8'x13' ROYAL STREET EQUIPMENT PAD. T.O. PAD ELEV. 1.0'± AGL. SEE DETAIL ON SHT. C-3. © PROPOSED RADIO CABINET (BY OTHERS) © PROPOSED BATTERY CABINET (BY OTHERS) O FUTURE RADIO CABINET (BY OTHERS) O FUTURE BATTERY CABINET (BY OTHERS) SITE PLAN 6 0 6 12 SCALE FEET NOTES: 1. ALL CONDUITS ABOVE GRADE TO BE RGS. TRANSITION FROM RGS TO RNC TO BE MADE BELOW GRADE. 2. SITE PLAN BASED ON FIELD OBSERVATIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS. LEGEND- PROPOSED EGEND EXISTING POWER POLE W/TX EXISTING TELCO DEMARC. NAME OF ENTITY OF LICENSE: ROYAL STREET COMM, INC. FCC LICENSE: KNLF 653 MTA AND BTA NAME OR NUMBER: BTA 440 ORD OPERATIONAL FREQUENCY MHZ TRANSMIT RECEIVE USE START STOP START STOP MARK FAIRCHILD 1980.0000 1985.0000 1900.0000 1905.0000 TX/RX 1980.0000 1985.0000 1900.0000 1905.0000 TX/RX 1980.0000 1985.0000 1900.0000 1905.0000 TX/RX 1980.0000 1985.0000 1900.0000 1905.0000 TX/RX 1980.0000 1985.0000 1900.0000 1905.0000 TX/RX 1980.0000 1985.0000 1900.0000 1905.0000 TX/RX ANTENNA MOUNTING BRACKET NOTE: ANTENNA MOUNT BRACKET TO BE ANDRE UNIVERSAL SECTOR FRAME, MODEL # SF -U12-3-72 FOR BIDDING PURPOSES. DETERMINATION OF ACTUAL MOUNT TO BE BASED UPON EXISTING CONDITIONS OF TOWER AT PROPOSED ATTACHMENT HEIGHT. BRACKET TO BE VERIFIED TO BE WITHIN DESIGN CRITERIA OF STRUCTURAL ANALYSIS BY ENGINEER. ALL DETAILS OF ATTACHMENT OF BRACKET TO TOWER AND ANTENNAS TO BRACKET TO BE OBTAINED FROM MANUFACTURER OF BRACKET. MINIMUM SEPARATION SHOULD BE 12' BETWEEN ANTENNAS. TRUE NORTH 0' 0' SECTOR A (0') i i I 760° 270' 1 240' SECTOR B (240') \ 'P. \1 I 90' 120' 'SECTOR A (120') CONTRACTOR SHALL USE SURVEY INFORMATION TO ALIGN ORIENTATION OF ANTENNA SUPPORT STRUCTURE(S) WITH BEARINGS SHOWN IN DIAGRAM ABOVE. AZIMUTH OF TOWER MOUNT TO BE SET BASED ON AZIMUTH FROM FINAL RF CONFIGURATION SHEET. COAXIAL CABLE COLOR CODE SECTOR A: RX - RED TX/RX - RED & WHITE SECTOR B: RX - BLUE TX/RX - BLUE & WHITE SECTOR C: RX - GREEN TX/RX - GREEN & WHITE FO PROPOSED POWER CABINET (SEE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 ELECTRICAL PLANS) PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD © PROPOSED 36"x30"02" TELCO CABINET (SEE ANTENNA ORIENTATION DIAGRAM ELECTRICAL PLANS) HO PROPOSED ELECTRICAL DISCONNECT (SEE N. T. ELECTRICAL PLANS) ANTENNA AZIMUTH MECHANICAL ELECTRICAL ANTENNA COMPOSITION CABLES O PROPOSED ELECTRICAL METER (SEE ELECTRICAL DOWN DOWN PLANS) SECTOR IN DEGREES TILT TILT QUANTITY/MAKE/MODEL LENGTH SIZE QTY. O PROPOSED GPS ANTENNA MOUNTED TO WAVEGUIDE BRIDGE. (SEE ELECTRICAL PLANS) SECTOR A 0' 0° 0• (2) EMS-RR33-20-OODPL4 175'+ 1 5/80 4 ® PROPOSED 4'-6"x11'-6" CONC. PAD FOR SECTOR B 120' 0' 0' (2) EMS-RR33-20-OODPL4 175'+ 1 5/8� 4 RELOCATED GENERATOR. T.O. PAD ELEV. 1.0'± AGL. (SEE DETAILS ON SHT. C-3) SECTOR C 240' 0° 0° (2) EMS-RR33-20-OODPL4 175+ 1 5/80T 4 NOTES: 1. ALL COAX CABLE LENGTHS ARE APPROXIMATE, CONTRACTOR TO VERIFY EXACT LENGTH IN THE FIELD PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO VERIFY FINAL RF DESIGN PRIOR TO INSTALLATION. ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 r-rfCUVCI..I IINrUMIVIHI IUIV: ORD -220-B CINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY F -CURRENT ISSUE DATE: MAY 2006 ISSUED FOR: CONSTRUCTION DRAWINGS r -REV.: -DATE: DESCRIPTION: SEAL: �Pl MAY 25 2006 =PLANS PREPARED BY: Kimley-Horn and Associates, In U 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR, WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 ROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 DRAWN BY: -CHK.: APV.: � YM KKM KMS :LICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 :SHEET TITLE: SITE PLAN HF -F -T NII IAARFR• LKHA C"1 44960069 EXISTING SHELTER PROPOSED ROYAL STREET 10'X15' LEASE PARCEL. (SEE SURVEY FOR DETAILS,) Ibis document, together with the concepts and designs presented herein, as Uri instrument of service, is intended only for the specific purpose and client for which it was prepared. Rouse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associotes, Inc. shall be without liability to Kirnloy—Horn and Associates, Inc. L �\,_ ENLARGED SITE PLAN PROPOSED 25'± WAVEGUIDE BRIDGE TO BE ROUTED UNDER EXISTING WAVEGUIDE BRIDGE. (SEE DETAIL ON SHT C-4) EXISTING SHELTER 0 z2 0 2 4 SCALE FEET NOTES: 1. ALL CONDUITS ABOVE GRADE TO BE RGS. TRANSITION FROM RGS TO RNC TO BE MADE BELOW GRADE. 2. SITE PLAN BASED ON FIELD OBSERVATIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS. LEGEND- PROPOSE[) EGENDPROPOSED 8'x13' ROYAL STREET EQUIPMENT PAD. T.O. PAD ELEV. 1.0'± AGL. SEE DETAIL ON SHT. C-3. ® PROPOSED RADIO CABINET (BY OTHERS) © PROPOSED BATTERY CABINET (BY OTHERS) O FUTURE RADIO CABINET (BY OTHERS) O FUTURE BATTERY CABINET (BY OTHERS) O PROPOSED GPS ANTENNA MOUNTED TO WAVEGUIDE BRIDGE. (SEE ELECTRICAL PLANS) C-, _ TOP OF TOWER EL. 180'± AGL EXISTING ANTENNAS EL. 150'± AGL PROPOSED ROYAL r6STREET ANTENNAS 1PEL. 140'± AGL _ EXISTING ANTENNAS EL. 130'± AGL EXISTING 180'± MONOPOLE TOWER. (STRUCTURAL ANALYSIS BY OTHERS) ROUTE PROPOSED COAX COMM CABLES THRU EXIST ENTRY PORT. PROPOSED ROYAL STREET RADIO —EQUIPMENT.(BY OTHERS) PROPOSED COAX CABLES d 8'± AGL TOWER ELEVATION N.T.S. NOTE: 1. ALL EXISTING & PROPOSED ATTACHMENTS TO TOWER BASED ON STRUCTURAL ANALYSIS BY OTHERS. 2. FOR CLARITY, EXISTING GROUND EQUIPMENT AND ANTENNAS FOR OTHER CARRIERS NOT SHOWN. 3. CONTRACTOR TO COORDINATE ANTENNA MOUNTS W/ METROPCS CPM. 4. CONTRACTOR TO REFER TO STRUCTURAL ANALYSIS (BY OTHERS) FMM ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, S -FE 210. ORLANDO, FL 32809 vCl.. 1 IINrUMIVIfHI IVIN: ORD -220—B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY CURRENT ISSUE DATE: MAY 2006 IED FOR: CONSTRUCTION DRAWINGS I =REV.:—DATE:—DESCRIPTION: I SEAL: REV.:=DATE: DESCRIPTION: -- SEAL MAY 25 2006 PLANS PREPARED BY: ® Kirnley—Horn and Associates, In O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (56 "I) 845— 0665 FBPE CA00000696 PROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, S'FE 210. ORLANDO, FL 32809 =DRAWN BY:—CHK.: APV.: � YM KKM KMS =LICENSURE: DAVID STEWART PE 31180 Q PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON O a OSCAR R. TAZOE PE Q ANGELINA FAIRCHILD I 43958 0 ° 0 o O ,f / o f 4 ........_..._....... L �\,_ ENLARGED SITE PLAN PROPOSED 25'± WAVEGUIDE BRIDGE TO BE ROUTED UNDER EXISTING WAVEGUIDE BRIDGE. (SEE DETAIL ON SHT C-4) EXISTING SHELTER 0 z2 0 2 4 SCALE FEET NOTES: 1. ALL CONDUITS ABOVE GRADE TO BE RGS. TRANSITION FROM RGS TO RNC TO BE MADE BELOW GRADE. 2. SITE PLAN BASED ON FIELD OBSERVATIONS. CONTRACTOR TO VERIFY ALL DIMENSIONS. LEGEND- PROPOSE[) EGENDPROPOSED 8'x13' ROYAL STREET EQUIPMENT PAD. T.O. PAD ELEV. 1.0'± AGL. SEE DETAIL ON SHT. C-3. ® PROPOSED RADIO CABINET (BY OTHERS) © PROPOSED BATTERY CABINET (BY OTHERS) O FUTURE RADIO CABINET (BY OTHERS) O FUTURE BATTERY CABINET (BY OTHERS) O PROPOSED GPS ANTENNA MOUNTED TO WAVEGUIDE BRIDGE. (SEE ELECTRICAL PLANS) C-, _ TOP OF TOWER EL. 180'± AGL EXISTING ANTENNAS EL. 150'± AGL PROPOSED ROYAL r6STREET ANTENNAS 1PEL. 140'± AGL _ EXISTING ANTENNAS EL. 130'± AGL EXISTING 180'± MONOPOLE TOWER. (STRUCTURAL ANALYSIS BY OTHERS) ROUTE PROPOSED COAX COMM CABLES THRU EXIST ENTRY PORT. PROPOSED ROYAL STREET RADIO —EQUIPMENT.(BY OTHERS) PROPOSED COAX CABLES d 8'± AGL TOWER ELEVATION N.T.S. NOTE: 1. ALL EXISTING & PROPOSED ATTACHMENTS TO TOWER BASED ON STRUCTURAL ANALYSIS BY OTHERS. 2. FOR CLARITY, EXISTING GROUND EQUIPMENT AND ANTENNAS FOR OTHER CARRIERS NOT SHOWN. 3. CONTRACTOR TO COORDINATE ANTENNA MOUNTS W/ METROPCS CPM. 4. CONTRACTOR TO REFER TO STRUCTURAL ANALYSIS (BY OTHERS) FMM ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, S -FE 210. ORLANDO, FL 32809 vCl.. 1 IINrUMIVIfHI IVIN: ORD -220—B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY CURRENT ISSUE DATE: MAY 2006 IED FOR: CONSTRUCTION DRAWINGS I =REV.:—DATE:—DESCRIPTION: I SEAL: REV.:=DATE: DESCRIPTION: -- SEAL MAY 25 2006 PLANS PREPARED BY: ® Kirnley—Horn and Associates, In O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (56 "I) 845— 0665 FBPE CA00000696 PROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, S'FE 210. ORLANDO, FL 32809 =DRAWN BY:—CHK.: APV.: � YM KKM KMS =LICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 :SHEET TITLE: ENLARGED SITE PLAN AND ELEVATION K SHEET NUMBER: REVISION:— C=2 I-KHA Job #: 044960069 ROYAL STREET COMMUNICATIONS 8255 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 101.,. l IINr Vr�IVLm I IVIN: ORD -220-B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY CURRENT ISSUE DATE: MAY 2006 ED FOR: CONSTRUCTION DRAWINGS =REV.:=DATE: DESCRIPTION: MAY 25 2006 =PLANS PREPARED BY: ® Kimley—Horn ® and ASSociateS, In O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (56.1) 845-0665 FBPE CA00000696 ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 DRAWN BY: -CHK.: APV.: � YM KKM_TKMS r -LICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 SAWCUT EXISTING CONCRETE FOR— PE /\//\//\\/ / RUSSELL MORRISON 16" THICK FIBER CONCRETE SLAB 5x5' CONTINUOUS SHEAR KEY. 3/4" CHAMFER (TYP) REINFORCED o I OSCAR R. TAZOE PE 60742 EXIST. -A " 4r 43958 GRADE / 16" THICK FIBER REINFORCED 3/4" CHAMFER (TYP) ��\�% i X�\�\//�\\\�\��\\ CONCRETE SLAB o I SECTION A®A COMPACT TO 98% OF THE d ] MAXIMUM DRY DENSITY PER THE ° MODIFIED PROCTOR TEST. EXIST, n 4. 4 GRADE /`\ ° °4 �� 4 d. 4 t \. p �' 11'-4„ A'4 ' a {' ' 4 ''. SAWCUT EXISTING CONCRETE FOR 4 4 "d' SECTION A—A COMPACT TO 98% OF THE ,5. °4. •'', ., jr ° 5"x5" CONTINUOUS SHEAR KEY. ,, :z .`°1 MAXIMUM DRY DENSITY PER THE „' ' 4�. ,' I 4°" N.T.S. MODIFIED PROCTOR TEST. .., �,. :'i ,z, 'f� e v n , '' r I' �i ..• a u ' 'p • t .a 7 �9 ' r y s J, i q4 • p p '4 4 :4 .. . 4 .. 4 p 4 4 ° .. ,j .1$ ' a7 die. •. .,,,, ' • 4 p t 4 . 4 d 4, C .... ,,. e .,;.Y« ,... '%tt ,..........., .k .. ., «.»..... .,.,...w ..... ,,.. ...,..., ..,.C'4 .... ..,... .,y,.....,d '• 14 4 •'• q .Q , ° ° r •. ..;..ea...., /WY\ »° r,• '. 11 95 ' ,a r., 4 4..4 y4. :.4 d' 4 ,4 .. ° ° '4 '41 p . 4: •.4 4 . 4 .. ° ,v .4 dP ° 4 '4 .. 4, ' 4 ° ° °.., 4Jj4 ° 41 d •° '4 ., , • aq' Q.v' q 4 4 v ° d 4 v. 4. • ' 4 d° v 4 v 4 4 ° 4 .. °. •. O 4 ° . 4' v' .4. 4 d°. d 4 '4°• . ' O 4 4, ° ° 4 ° ° 4, , 4 , 4 v ° , . .4 ', .v4 4. 4 d .4 ° A q v "4 d- O 4 , . d 4v 4 O a 4 p 4 4, v 4 4: p , 4. Q qd •a v 4 d ,4 v nd 4 4: •v 4 41' 1--� p 4 . , 4 v .. a4 . • '4 , • 4. ,' ° ', '. •C , o Q H ° �.' n 4 •4 °4 ' , 4 . °' • . 4 .. q, ',d �T , dQ Q .GGi . • •, / \ v d4 v; 4,. 'v , . , v, 4 d' .' ° v i q. 4 '4 v 4'. •4..d 4 .. v, v 4 4' ', 4 a e 4 n v v 4 d d ° d v . 44• • ,4' ° ° a4 .' ° ° 04 4 4' 4v4 d ,a q' v °a 4. v 4 °' 4? 4 4 ° p 4 d °4 v v 4 fi' 4 a 4 v i 4 a > 4 ° '4' ' 3/4,> v �3/4 CHAMFER (TYP) CHAMFER GENERATOR SUPPORT PAD (TYP) RADIO EQUIPMENT SUPPORT PAD N.T.S. N,T.S. GENERAL STRUCTURAL NOTES: 1. DESIGN: 2004 FLORIDA BUILDING CODE WIND LOADS (ASCE 7-98) BASIC WIND SPEED = 120MPH WIND IMPORTANCE FACTOR = 1.15 (CATEGORY IV) WIND EXPOSURE = C 2. STRUCTURAL STEEL: FINISHED GRADE OR NEW HOT MIX MATERIAL: ASPHALT SURFACE COAT OR CONCRETE FINISHED GRADE, PAVING STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 GRADE. PAVEMENT TO MATCH EXISTING SAWCUT CONDITIONS O IME APPLICABLE MATCH SLOPE AND STRUCTURAL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B. STD y— THICKNESS OF EXISTING PIPE AND TUBING SHALL CONFORM TO ASTM A53 AND SHALL BE SCHEDULE 40 2" (MIN) ASPHALT -TRENCH UNLESS OTHERWISE NOTED. . FINISHED GRADE OR TACK COAT IN PAVEMENT REQUIREMENT �. •- CONNECTIONS: EXISTING ASPHALT OR ASPHALT PAVEMENT DESIGN SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION. CONCRETE PAVEMENT, 6" MIN. 6" MIN. oU O�: )- :r ,cam OCb O -�OCJG�•C��. O�U��C� WELDING: SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN MATCH SLOPE AND�— THICKNESS OF EXISTING �nUC,(54)0��C)�U��QJ'C)?cj(�O Oc�J��,�GO COMPLIANCE WITH AWS D1.1, ALL WELDS SIZES SHALL BE THE ASPHALT OR CONCRETE. \/`�-UNDISTURBED GROUND MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED WITH E70XX ELECTRODES. "a i '�/`" SLOPE TO :\�=-_-W=__=_----------- , \, --------- -- -- ij---,-COMPACTED\\ -\� /•.� BACKFILL BOLTS: A325 -X, SIZE AS SHOWN ON DRAWINGS. ,,//\//\i�\ SUIT SOIL �\ CONDITION STRUCTURAL SLAB: �o \\ �:%\ ` ----BACKFILL CONCRETE: (SAND OR NATIVE CONCRETE FOR THE SLAB SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF SOIL) 3500 PSI, AND A MAXIMUM W/C OF 0.45. PEAROCK AGGREGATE MIX SHALL NOT BE USED, ' \\/ UTILITY WARNING TAPE FIBER REINFORCEMENT: USE ONLY 100% VIRGIN POLYPROPYLENE MD FIBERS CONTAINING NO REPROCESSED ,OLEFIN MATERIALS. APPLICATION PER CUBIC YARD SHALL EQUAL 0.1% (1,5 LBS) BY VOLUME. j !�\''-_` 3. HOT DIP GALVANIZE ALL STRUCTURAL STEEL. TOUCH UP ALL FIELD WELDS AND ABRADED - COMPACTED BACKFILL '//':!/ POWER CONDUIT WHERE AREAS WITH TWO COATS OF GALVANIZED PAINT. APPLICABLE COORDINATE 4. CONTRACTOR /STEEL FABRICATOR: SIZE AND TYPE WITH VERIFY ALL DIMENSIONS AND EXISTING SITE CONDITION BEFORE ANY STEEL FABRICATION. TELEPHONE CONDUITS 2" MIN. LOCAL UTILITY CARE SHALL BE TAKEN BY THE CONTRACTOR 'TO VERIFY AND LOCATE ANY EXISTING WHERE APPLICABLE OBSTRUCTIONS THAT MAY INTERFERE WITH THE PLACEMENT OF THE ANTENNAS. IF ANY COORDINATE SIZE AND 4" MIN. 'TO SECONDARY ELECTRIC* TYPE WITH LOCAL UTILITY CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SUBMIT ANY TYPICAL PIPES OR CONDUITS 6" MIN. 12" MIN. TO PRIMARY ELECTRIC (1 ACTIVE, 1 SPARE -� `4 �r— PROPOSED CHANGES TO THE ENGINEER FOR APPROVAL CONDUIT AS REQUIRED) 6" MIN 5. CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE (-TYP) REQUIREMENTS IN ACCORDANCE TO THE AISC MANUAL OF STEEL CONSTRUCTION. TRENCH AS 6. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN SHOWN ON PLANS SEPARATION DIMENSION TO BE VERIFIED •1 /16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY WITH LOCAL UTILITY COMPANY REQUIREMENTS. CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. BACFILL TO BE PLACED IN LIFTS NOT TO 7. CONTRACTOR / STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT TYPICAL TRENCH DETAIL EXCEED 6". RAINWATER INTRUSION. N.T.S. 8' EXISTING VEGETATION, DEBRIS, ORGANIC AND DELETERIOUS MATERIALS SHALL BE REMOVED FROM JOINTSERVICE CE TRENCH BURIED R I ED CONDUIT N BELOW THE CONCRETE PAD / FOOTINGS. SOIL WITHIN A MINIMUM OF 2 FEET BELOW THE BOTTOM OF THE PAD / FOOTINGS SHALL BE COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY PER "THE ELECT/ TELEPHONE, MODIFIED PROCTOR TEST (ASTM D1557). N.T.S. 9, ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO STANDING WATER IS ALLOWED ON THE SLAB AND WASHOUT BENEATH THE SLAB IS PREVENTED. This document, together with the concepts and designs presented herein, Us Uri instrument of service, is intended Only for the specific purpose and client for 10. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION. which it was prepared. Reuse of Ond unproper reliance on this document withoutwritten authorization arid adaptation by Kirnley—Horn and Associates, Inc. shell be without liability to Kimloy—Horn and Associotes, Inc. ROYAL STREET COMMUNICATIONS 8255 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 101.,. l IINr Vr�IVLm I IVIN: ORD -220-B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY CURRENT ISSUE DATE: MAY 2006 ED FOR: CONSTRUCTION DRAWINGS =REV.:=DATE: DESCRIPTION: MAY 25 2006 =PLANS PREPARED BY: ® Kimley—Horn ® and ASSociateS, In O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (56.1) 845-0665 FBPE CA00000696 ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 DRAWN BY: -CHK.: APV.: � YM KKM_TKMS r -LICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 =T TITLE CONSTRUCTION DETAILS =T NUMBER• REVISION• C'3 _ Klin dog N: 044960069 5/8" DIA. X I. D. U -BOLT 24" 12 -GAUGE GRIP STRUT n" c--rn ninr- knn-n 1 DETAIL OA Q I-1 1 — 0 CONNECT -IT SINGLE POST WAVEGUIDE BRIDGE PART# WGB-SS WITH CONNECT -IT DOUBLE TRAPEZE KIT PART{ DTK24 OR APPROVED EQUIVALENT WAVEGUIDE BRIDGE NTS NOTE: ALL MATERIALS FURNISHED BY CONTRACTOR UNLESS OTHERWISE NOTED. NOTE: ALL METAL MUST BE GROUNDED TO THE GROUND RING, This document, together with the concepts and designs presented herein, os Uri instrument of service, is intended only for the Specific purpose and client for which it was prepored. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Assoclates, Inc. shall be without liability to Kimley—Morn and Associates, Inc. CONCRETE SL. 3/8" THK, FLAT PLATE OR 11 /16"� EQUAL (TYP. OF 4) 2" 0 1/4" 60° 1 1 SLOTED HOLE (TYP. OF 6) / y `4 , � d a Q, \4'j o" 0 v 4. 1 1 /2" � 1 /4 W6x20 FRAME n , a. 5" / SECTION A 5/8"0 REDHEAD TRUBOLT WEDGE ANCHORS OR AN APPROVED � N.T.S. C-3 EQUIVALENT IN SHEAR AND PULLOUT \ A (TYP OF 4). 3" MINIMUM EMBEDMENT �. C--3 W6x20 FRAME 071/4" 60' - = - - - - - - I d PE 31180 KEVIN M. SCHANEN I I Q IIt � PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE j-- W6x20 FRAME I I W6x20 FRAME I ANGELINA FAIRCHILD I 43958 I I Com! N I - -E ED--- - - - - -r 5 2 -3 9 1 /2" 2'-3" 5" RADIO EQUIPMENT BASE FRAME N.T.S. NOTE: PROPOSED SUPPORT FRAME FOR (1) RADIO CABINET AND (1) BATTERY CABINET. 2"0 SCH. #40 HOT DIPPED GAL PIPE (MIN. LENG- SHALL BE 6" BEYOND ANTENN ENDS) ANTENNA DOWN TILT MECHANISM (PROVIDED BY ROYAL STREET COMMUNICATIONS) SET AT 0° VERTICAL L --DIRECTIONAL RADIO ANTENNA (PROVIDED BY OWNER) (FURNISHED BY ROYAL STREET COMMUNICATIONS) D13846H105-SX ANTENNA TILT DETAIL N.T.S. ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, s'rE 210. ORLANDO, FL 32809 r-rmuj Ll_. I IIVr umivi/H I IV IV: F ORD -220—B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY :CURRENT ISSUE DATE: MAY 2006 JED FOR: CONSTRUCTION DRAWINGS :REV.:—DATE:—DESCRIPTION: \L: C MAY 25 2006 :PLANS PREPARED BY: Kimley—Morn and Associates, In 0 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 PROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210, ORLANDO, FL 32809 =DRAWN BY:—CHK.: APV.: I YM KKM I KMS =LICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD -- - PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 _ET TITLE: EQUIPMENT .FRAMING 8c ANTENNA TILT DETAILS :SHEET NUMBER: REVISION: - VUA t,,t, JL 044960069 CONDUIT INSTALLATION NOTES: 1. ALL CONDUIT RUNS AND EQUIPMENT LOCATIONS ARE SHOWN DIAGRAMMATICALLY CONTRACTOR TO FIELD COORDINATE WITH WIRELESS CARRIER BEFORE INSTALLATION, 2, CONTRACTOR SHALL PROVIDE TRAFFIC RATED, QUAZITE UL LISTED, PULL BOXES WHERE REQUIRED. 3. WHERE U.G. CONDUIT ROUTE IS UNDER EXIST SLAB CUT AND PATCH ASPHALT/CONCRETE AS REQUIRED, MATCH EXIST. 4. CONTRACTOR SHALL MEET REQUIREMENTS OF SITE PREP. CHECKLIST, COORD. WITH ROYAL STREET CPM. 5. CONTRACTOR SHALL MAINTAIN NEC CLEARANCE IN FRONT OF ALL ELECTRICAL EQUIPMENT. 6. CONTRACTOR SHALL CADWELD (2) #2 TINNED GROUNDS TO STEEL SKID SUPPLIED BY ROYAL STREET. METER - `r MAIN DIISC TELCO CABINET -/ POWER CABINET 240V LOAD CALCULATION TOTAL LOADS AMPS PROPOSED ROYAL STREET LOAD 80 TOTAL 80 AMPS PROVIDED: 1C/0 3/0 CU, 200A ALL EXPOSED CONDUIT SHALL BE RGS! ! ! ! "-�---_ PROPOSED ROUTE OF U.G. POWER - C01 TO EXIST. POINT OF SERVICE, APPROX ±100', COORDINATE WITH POWER CO., REFER TO CIVIL 1. SHEETS FOR COMPLETE SITE P N T01 PROPOSED U.G. TELCO TO EXIST,. �z DEMARC. COORD. W/ROYAL STR ET CPM, APPROX. 35' A I EXTEND & BOND TO FENCE, TYP. if ��.m...,..» ..�,,.'�....... ........:� '7- e _e PROPOSED 5/8"X10' GROUND ROD WITH INSPECTION SLEEVE; CADWELD CONNECTIONS TYP. A-1,3 A-5,7 NORTHERN TECHNOLOGIES CABINET OR APPROVED EQUAL TELCO MOD 4.0 MECH, BOND, TYPICAL -� CABINET CABINET GROUND `� rl '1-2" CONDUIT T01 BAR WITH PULLSTRING TO TELEPHONE CO. POINT OF DEMARCATION. GRADE TO POWER CO. POINT OF SERVICE COORD. W/POWER CO, REP. 3-3/0,2"C C01 METER CAN & METER AS PER POWER CO. ( M ) REQUIREMENTS 3-3/0,2"C CO2 s 2P -200/200A CLF DISC, SE RATED, 100 TO TELCO -� T02 KAIC, NEMA 3R DEMARC (1)-2" CONDUIT, EXTEND TO MODCELL CABINET, WIRE TELCO #2, 1/2"C TO CIRCUITS AS DIRECTED B Y ELECTRICAL GND WIRELESS CARRIER'S CPM, 3-3/0,1#6,2"C TELCO RISER DIAGRAM NTS BOND #2 CND JUMPER TO CND LUG. 1 #2,BOND, 5/8"X10' COPPER CLAD, TYP. MIN, V NOTE: GPS ANTENNA TYPICALLY INSTALLED ON ICE BRIDGE, COORDINATE W/ROYAL STREET CPM AND INSTALL 3-3/0,1#6,2"C ONTO SERVICE RACK WHEN REQUESTED BY ROYAL STREET CPM, PROVIDE ALL MOUNTING HARDWARE AND EXTEND GPS ANTENNA CABLE AND CONDUIT AS REQUIRED TO RACK LOCATION. STONCO LIGHT FIXTURE MODEL — — — VWXL11 GC, 10OW INCANDESCENT, PROVIDE MOUNTING HARDWARE & WP SWITCH 2-1/2" GALV. PIPE I 2P-200 C �- W/ CAP & SS HARDWARE _ 200A, 3W, APPLETON ' MI - C 2P-200 GENERATOR POWER CABINET I I RECEPTACLE, Ld ADR20034RS STYLE 2 — — SUPPLIED BY ROYAL � - CADW LD TO EQUIP. FRAME, ,- - I ° STREET SEE -3 DETAIL, TYP. OF 2 — "TELCO MECHANICALLY BOND TO ROYAL rl TCABINET I ��- 3-3/0,1#6,2"C STRE T EQUIPMENT, TYP, GEN. RECEPT. METER C IN ° GFCI POWER CABINET FURNISHED W/ — �' NORTHERN TECHNOLOGIES I MAIN GROUND CABINET F OR APPROVED EQUAL BUS BAR ,- DISC SWITCH r - 12 PNOLBDION A-8 r BOND TO - - 'A' WAVEGUIDE MECH. BOND, TYP. n I SEE I A/CSURG� 2" CONDUIT SCHEDULE I SUPE STUB -UP, TYP. LP ESSOR ..__. ..._.M.,.___ ,.._M.,...,._.,,... GROUND - BLOCK, TYP. GALV. UNISTRUT L,4 _ W/ SS HARDWARE 2P-100 CB'S A-1 3 1#12CU GROUNDS TO MOD 4.0 CABINETS r'� I FINAL GRADE i IN 1/2"C SEE PNLBD SCHEDULE -'* D :7E MOD 4.0 CABINET j� EXTEND 2GROUND TO EXIT. TOWER GROUNDING, V MAA. UIJ I AINUL tat I VVLLN bLIKVIUL KA;K V "TYP. PE 60251 MARK FAIRCHILD PE 51597 PROVIDE GROUNDS & GROUND BAR PER PE VERTICAL MEMBERS SHALL BE 48" OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE GROUNDING DIGRAM ON SHEET E-2, REFER TO CIVIL SHEETS FOR COMPLETE PLAN NOTE: POWER & TELCO CABINETS MOUNTED BEHIND EQUIP. ON RACK ELECTRICAL SITE PLAN NTS 1 SERVICE RACK DETAIL. NTS 3 ONELINE DIAGRAM 4 1. GENERAL A. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR FOR A COMPLETE 3. PROVIDE TELEPHONE CONDUIT WITH PULL WIRE AND CABLE AS INDICATED ON SHALL BE HOT DIPPED GALVANIZED STEEL. NYLON INSULATED BUSHINGS SHALL ABBREVIATIONS ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS, ITEMS NOT SHOWN BUT DRAWINGS, BE USED ON ALL CONDUIT TERMINATIONS. OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED. 4. COORDINATE ELECTRICAL SERVICE WITH POWER CO. CONTACT REPRESENTATIVEANT D. FLEX CONDUIT SHALL BE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT. ANTENNA EMT ELECTRICAL METALLIC TUBING & OBTAIN FAULT CURRENT LETTER PRIOR TO CONSTRUCTION. CONTRACTOR AWG AMERICAN WIRE GAUGE DWG DRAWING B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND SHALL MAKE ADJUSTMENTS TO CIRCUIT BREAKERS TO MEET FAULT CURRENT E. NO CONDUIT SHALL BE INSTALLED IN LIFE SAFETY AREAS SUCH AS STAIRWAYS. BCW BARE COPPER WIRE LIPS. LIGHTNING PROTECTION SYSTEM APPROVALS. WHEN NOT USING CURRENT LIMITING FUSES. F. CONDUIT ROUTES ARE SCHEMATIC. FIELD VERIFY ROUTE BEFORE BID. RWY RACEWAY S.S. STAINLESS STEEL C. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE AND THE LOCAL 5. COORDINATE TELEPHONE SERVICE WITH THE TELEPHONE CO. CONTACT COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING OWNER. TYP. TYPICAL PNL. CLF. PANEL CURRENT LIMITING FUSE BUILDING CODES, ALL COMPONENTS SHALL BE U.L. APPROVED. REPRESENTATIVE PRIOR TO CONSTRUCTION. G. WEATHERPROOF HUBS SHALL BE USED FOR ALL TOP AND SIDE PENETRATIONS RGS RIGID GALVANIZED STEEL CPM CONST. PROJ. MANAGER 6. INSTALL WIRE AND CONDUIT AS INDICATED. PROVIDE CABLE SUPPORTS AS TO ENCLOSURE LOCATED OUTDOORS. D. THE CONTRACTOR SHALL BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THE INDICATED. SYMBOLS PROJECT AND BECOME FAMILIAR WITH THE CONDITIONS, NO ALLOWANCE WILL BE 7. PROVIDE GROUNDING AND LIGHTNING PROTECTION SYSTEM AS INDICATED. 4. CONDUCTORS MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE 8, RESTORE ALL AREAS TO ORIGINAL CONDITION AFTER INSTALLATION OF CONDUIT. A. CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN WITH 75 DEGREE C RISE A CADWELD TYPE CONNECTION CU1 CONDUIT TAG 1; REFER TO RISER THEM. INSULATION. 9. CONTRACTOR SHALL PERMANENTLY ATTACH LABEL ON PPC, TELCO, DISC AND 5/8" X10'-0" COPPERCLAD GRND. E. EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH WIRELESS METER CAN 5. PULL BOXES AND JUNCTION BOXES ROD W/ INSPECTION SLEEVE M-1,3 CONDUIT TAG 1; PANEL SCHEDULE CARRIER, THE BUILDING OWNER AND OTHER TRADES. 10. AT TIME OF PLAN PERMITTING, CONTRACTOR SHALL APPLY FOR A THIRTY (30) A. INTERIOR ENCL. SHALL BE NEMA 1. EXTERIOR ENCL. SHALL BE NEMA 3R. 0 5/8" X10'-0" COPPERCLAD GENERATOR RECEPTACLE F. WHERE EQUIPMENT IS SPECIFIED BY MANUFACTURER AND TYPE, SUBSTITUTION DAY TEMPORARY POWER PERMIT FOR TESTING PURPOSES. 6. GROUNDING GROUND. ROD SHALL ONLY BE MADE WITH THE APPROVAL OF THE ENGINEER. THE CONTRACTOR J. CONDUIT A. PROVIDE GROUND SYSTEM AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY ® MECHANICAL TYPE CONNECTION SHALL SUBMIT DETAILS OF PROPOSED MATERIALS, REASON FOR CHANCE AND A MINIMUM. THE NATIONAL ELECTRIC CODE AND RADIO EQUIPMENT MANUFACTURER. &W CHANGE IN CONTRACT AMOUNT. A. CONDUIT SIZES AS SHOWN ON THE DRAWINGS ARE THE CONTRACTOR --- #2 TINNED SOLID BARE CU WIRE engineering MAY INCREASE AS REQUIRED FOR EASE OF PULLING. B. ALL RACEWAYS REQUIRE GROUNDING CONDUCTORS. BONDING CONDUCTORS THROUGH I - - - UNDER GROUND TELCO CONDUIT ECTRICAL CONSULTANTS 2. SCOPE OF WORK B. CONDUIT TYPES SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM MAIN SWITCH GROUND BUSES 26 S. CONGRESS AVE., SUITE 1F TO PANEL GROUND BARS, AND FROM PANEL GROUNDING BARS TO BRANCH CIRCUIT - - - UNDER GROUND ELECTRIC CONDUIT ST PALM BEACH, FL. 33406 A. THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT UNLESS 1. ALL ABOVE GRADE CONDUIT SHALL BE RIGID GALVANIZED STEEL. OUTLETS, MOTORS, LIGHTS, ETC. THESE GROUND CONDUCTORS ARE REQUIRED 1) 642-5333, fvx (561) 966-2293 t)2 OTHERWISE INDICATED. MAIN COMPONENTS ARE AS FOLLOW: 2. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. THROUGHOUT THE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND3. AIL: CWENCOBELLSOUTH.NET 1. PROVIDE ELECTRICAL SERVICE AS INDICATED ON THE DRAWINGS. CONCEALED CONDUIT IN WALLS OR ABOVE CEILING SHALL BE EMT. CONDUCTORS ON THE DRAWINGS. EGISTRATION NUMBERS & w ENGINEERING CA0006245 2. PROVIDE SERVICE EQUIPMENT MOUNTED AS DIRECTED BY CARRIER AND C. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR C. COORDINATE WITH ENCLOSURE SUPPLIER TO INSTALL TELCO CRUUND BARS BELOW "TU LE 0. WALKER, ELECTRICAL PE 36914 ARLES DERI, ELECTRICAL PE 17774 AS INDICATED ON THE DRAWINGS. PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARETHE TELCO BOARD. CONNECT MAIN GROUNDING SYSTEM. ELECTRICAL NOTES This document, together with the concepts and designs presented herein, as an instrumant of service, is intendad only for the specific purpose and client for which it was prepared. Reuse of and unproper reliance on this document without wrltten authorization and adaptation by Klrnley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. 5 I ELECTRICAL SYMBOLS ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO; FL 32809 ®I"mUirlu I IINIt-u CIVIMI IUIN: ORD -220-B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY :CURRENT ISSUE DATE: -- MAY 2006 JED FOR: CONSTRUCTION DRAWINGS :REV.: -DATE: DESCRIPTION: ,L: MAY 25 2006., :PLANS PREPARED BY: Kimley—Horn ® and' Associates, In O 2006 KIMLEY-1-101?N AND ASSOCIA'fES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33401 (561) X345-0665 FBPE CA00000696 :PROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 LDRAWN BY: -CHK.: APV.: � GH JLR DGW rLICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 :SHEET TITLE: ELECTRICAL SITE PLAN :SHEET NUMBER: REVISION: GROUNDING PROTECTION SYSTEM NOTES: 1. PROVIDE "CABLE ENTRANCE GROUND BAR" (CEGB), 3"H X 61 X 1/4"D. MOUNT AT 11. ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF CND. THE RESULTS MODCELL CABINET 4.0 TELCO CABINET. COORD. INSTALLATION WITH CPM. BUS SHALL NOT BE GREATER THAN 5 OHMS. 2. PROVIDE A GND RING BURIED A MINIMUM OF 30" BELOW GRADE PER N.E.C. ARTICLE 12. ALL CONNECTIONS TO CND SYSTEM SHALL BE MADE IN LINE WITH BENDS NOMINAL COND 250.53, PARAGRAPH F. THE GND RING SHALL BE INSTALLED A MIN. OF 2'-0" AWAY SIZE 12" RADIUS IN THE DIRECTION OF CURRENT FLOW. T -CONNECTIONS WILL NOT BE POLES FROM THE FOUNDATION UNLESS SHOWN ON DRAWING). 19 ALLOWED. 3. BOND FENCE POS( "TO GND RING USING AN EXOTHERMIC WELD. BOND FENCE GATE 13. ALL BENDS IN GND WIRES SHALL BE NOMINAL 12" RADIUS. 2 'TU POST WITH A FLEXIBLE COPPER JUMPER STRAP MECHANICALLY OR EXOTHERMICALLY. 20 1 LIGHTING TYPICAL FOR ALL FENCE PLANES WITHIN 12 FEET OF TOWER FOUNDATION. FOR FENCE 14. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' 1/2 PLANES BEYOND 12', EXTEND 1 #2 TO EACH FENCE PLANE TO ANY PLANES WITHIN 50'. 19 SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COORDINATE LOCATION WITH 4. BOND DISCONNECT SWITCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO WIRELESS CARRIER'S PROJECT MANAGER. L2 BURIED GND RING AS THEY CROSS. 15, WHEN APPLICABLE, CONTRACTOR SHALL BOND FRAMES TO EACH OTHER AND TO GND RING VIA TWO PATHS, COORDINATE WITH WIRELESS CARRIER PROJECT MANAGER, 5. EACH LEG OF THE WAVEGUIDE STRUCTURE SHALL BE INDIVIDUALLY BONDED TO THE BURIED GND RING. EXOTHERMICALLY WELD CONNECTIONS AT POST FOR WAVEGUIDE 16. CONTRACTOR CAN PROVIDE ONE OF THE FOLLOWING AS DIRECTED BY 'THE PROJECT STRUCTURE AND BURIED GND RING. PLACE 5/8"X10' COPPERCLAD GND ROD AT 10' MANAGER: THE SECOND OPTION IS PREFERRED. INTERVALS ALONG WAVEGUIDE PATH. A. CADWELD EACH CABINET GND WIRE TO GND RING AS SHOWN IN EQUIPMENT GND DETAIL. 6. BOND REBAR IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO B. CADWELD EACH WIRE TO A 1/4"X4"X12" MIN. COPPER BUS BAR LOCATED BURIED GND RING. EXOTHERMICALLY WELD A #2 "TINNED SOLID COPPER CONDUCTOR BEHIND RADIO CABINET. EXTEND A #2 WIRE FROM EACH END OF COPPER TO THE REBAR AND CONNECT 'TO THE BURIED GND RING. BUS BAR TO GND RING. 7. PROVIDE INSPECTION SLEEVE AT MAIN SERVICE GROUNDS. EXOTHERMIC CONNECTIONS. 17. PROVIDED BRAIDED BONDING JUMPERS BETWEEN EACH GATE AND POST (OPTIONAL). 8. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED GND RING TO THE ANTENNA 19. CONTRACTOR SHALL PROVIDE EXOTHERMIC BONDING AT ALL BURIED GROUND RING CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT. CONNECTIONS, STRUCTURAL EQUIPMENT FRAME, SERVICE RACK(S), EXISTING TOWER VERIFY EXACT LOCATION OF COPPER BUS BAR FOR PROPER CONDUCTOR LENGTH. GROUND RINGS, AND AS INSTRUCTED BY ROYAL STREET CPM. FINAL EXOTHERMIC WELDS TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER, 20. CONTRACTOR SHALL PROVIDE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND 9. EXOTHERMICALLY WELD BONDING CONDUCTOR TO COMMUNICATION STRUCTURE LEG BARS, ALL ELECTRICAL EQUIPMENT DISCONNECTS, TRANSFORMERS, J -BOXES, PANEL - AT 1'-0" ABOVE PAD AND BOND TO BURIED GND RING. PROVIDE A 3/4" PVC BOARDS, CABINETS, AND MAIN GROUND BAR AS DIRECTED BY ROYAL STREET CPM. ALL SLEEVE WITH A GRADUAL BEND IN THE CONCRETE FOUNDATION. MECHANICAL CONNECTIONS SHALL BE PROPERLY TERMINATED W/ LUGS, NUTS & BOLTS. 10. 5/8"X10'-0" LONG COPPER CLAD GND ROD. 15' SPACING BETWEEN RODS (NON- 21. CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN LINEAR). TYPICAL FOR ALL GND RODS SHOWN, USE STAINLESS STEEL HARDWARE DISSIMILAR METALS. WHERE APPLICABLE. GROUNDING NOTES NTS y GRADE —�\ W w W W REMOVABLE COVER W III— II III 6"(w) x 20"(1) PVC #2 AWG BARE TINNED SOLID COPPER WIRE FOR MEGGER ` TESTS 30" CRUSHED RUCK—\ CADWELD TO ROD AT BASE SLUT FOR GROUND WIRE CADWELD CONNECTION TO GND RING, TYP. �� �-- #2 AWG BARE 5/8"X10' COPPERCLA TINNED SOLID STEEL_ ROD COPPER WIRE NOTE: CONTRACTOR 'TO MARK ON INTERIOR OF SLEEVE WHICH BUILDING GROUND OR TELEPHONE GROUND IS TIED INTO I INSPECTION SLEEVE 3/8 THREADED INSULATOR d 1 /4x4x 12 BUS BAR MTS PART # GB -0412 -IT ° \ 0 3/8 SS LOCK WASHER 3/8x3/4 SS BOLT / o (Spr 1� #2 AWG TINNED WIRE LEAD WITH EXOTHERMIC LEAD SHOWN FOR CLARITY •W 9 chis docurnent, to(jather with the concepts and design, presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance an this document without written authorization and adaptation by Kimley—Horn and Associates, Inc, sholl be without liability to Kimley—Horn and Associates, Inc. NOTE: 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM, ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 50 FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. C-) --x—x- __X x x- —x—x-----x- X -X X r - CADWELD RING GROUND #2 AWG BCW a - '77#2 AWG BCW —CABLE TO CABLE CADWELD VERTICAL POST CONNECTED TO RING NTS 31 FENCE GROUNDINGvTS NOTE: CONTRACTOR TO APPLY COPPERSHIELD OR NO -OX TO ALL CONNECTIONS AND Y -Q) PLATES 3/8 x 3/4 SS BOLT 3/8 GALV. SCREWS )NTRACTOR TO COORD. ZOUND BAR SIZE REQUIREMENTS )R SECTOR AND MAIN GROUND \RS WITH ROYAL STREET CPM SS ANGLE ADAPTER NTS 15 WIRE COND BUS AMPS RATED AMPS: ❑ 100 ®225 ❑400 ❑ MODCELL CABINET 4.0 2 BUS 1 3 5 7 9 11 ® HINGED DOOR 2 4 6 8 10 12 BUS AMPS WIRE COND SIZE SIZE LOAD POLES AMPS 19 AMPS POLES LOAD SIZE SIZE 2 100 20 1 LIGHTING 3 L1 L2 1/2 19 L1 L2 1 RECEPTACLES L1 L2 1/2 3#2 3#2 1//6 2" 19 RATED AMPS: ❑ 100 ®225 ❑400 ❑ MODCELL CABINET 4.0 2 100 1 3 5 7 9 11 ® HINGED DOOR 2 4 6 8 10 12 80 2 SURGE ARRESTOR 1 ALL BREAKERS MUST BE RATED "TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL. 4#4 1-1/4 43958 19 1 19 GROWTH POWER CAB. 2 100 20 1 LIGHTING 3 3#12 1/2 19 20 1 RECEPTACLES 4 3#12 1/2 RATED VOLTAGE: ® 120/240 ❑ 1 PHASE, 3 WIRE BRANCH POLES: ®12 ❑20 ❑30 ❑42 APPROVED MF'RS. PER ROYAL STREET ST RATED AMPS: ❑ 100 ®225 ❑400 ❑ CABINET: ® SURFACE ❑ FLUSH NEMA ❑ 1 03R ❑4X ®MAIN LUGS ONLY MAIN AMPS ❑ BREAKER ❑ FUSED SWITCH ® HINGED DOOR ® KEYED DOOR LATCH ❑ FUSED ® CIRCUIT BREAKER BRANCH DEVICES ❑ TO BE CFCI BREAKERS FULL NEUTRAL BUS GROUND BUS ALL BREAKERS MUST BE RATED "TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL. COMPOUND DETAIL NOTES: 1. CONTRACTOR SHALL FURNISH PANELBOARD WITH SURGE SUPPRESSION THAT MEETS IEEE C62.41 (1991) STANDARDS 2. EXTEND PANELBOARD CIRCUITS TO DESIGNATED CABINETS PANEL BOARD SCHEDULE A � ANTENNA (TYP) I /1 --BOOM ARM OR T -ARM NTS 121 NOTE: ALL BONDING TO ANTENNA SECTOR GROUND BAR ���— ANTENNAS SECTORS WITH SECTOR GROUND IS MECHANICAL, FURNISH LUGS AND HARDWARE BARS MOUNTED AT TOP OF TOWER OR AS CALLED OUT IN PLANS SEE ANTENNA SUPPORT DETAIL "A" GROUNDING KIT (TYP) STRUCTURE (TYP) ANTENNA (TYP) ��- CADWELD /— SECTOR COAX SECTOR SECTOR 0 0 0 BUS BAR SECTOR / GND BAR GND BAR GND BAR #2 SOLID OR STRANDED — RF COAX CABLE GREEN JACKETED TO RF ANTENNA MOUNTING PIPE ROUTE (2) GROUNDS DOWN TOWER SURGE ARRESTOR (INSIDE IF MONOPOLE/STEALTH POLE) DETAIL A TYPICAL OF 6 SECURE TO TOWER EXT. IF SELF - GPS ANTENNA SUPPORT/LATTICE KEEP 24" MIN. SEPARATION PROPOSED FROM COAX ANTENNA CABLES MOD 4.0 PER PANELBOARD SCHEDULE CABINET METER DISC ANTENNA COAX TYP. OF 6 POANTENNA COAX • POWER TELCO N CABINET CABINET _ CONFIG. (TYP. OF 6) WITHIN 18 OF (2) #2CU GREEN JACKETED STRANDED /7 CONNECTORS DOWN GROUND CONDUCTORS FROM ANTENNA SECTORS GROUND BARS TO MAIN GROUND BUS BAR EXISTING TOWER MAIN GROUND #2CU TINNED SOLID GROUND #2 STRANDED (TYP) --- _ BUS BAR CONDUCTOR EXTEND TO SUPPORT STRUCTURE AND CADWELD 0 00 o AT TWO LOCATIONS MINIMUM #2 BARE TINNED LL4 - SOLID COPPER '1_ �- 6FT MIN-.-- 17 RF IN-. 17 - RF COAX CABLE EXISTING TOWER BOND 1#2 BARE TINNED GROUNDING KIT, TYP GROUNDING SOLID COPPER 2 "TINNED SOLID COPPER GROUND MECHANICAL BOND BOND TO GROUND RING (TYPICAL) GROUND ROD TIE INTO EXISTING UCUKIT-0420 GROUND BAR SERVICE ENTRANCE TOWER, GROUND RING, SKID 4" X 20" MOUNTED HORIZONTALLY POST AND FENCE POSTS (COORDINATE WITH CPM) #2 TINNED SOLID COPPER GROUND BOND TO GROUND RING (TYPICAL) TO BE CADWELDED TO SKID FRAME LEGEND NOTE: ■ MECHANICAL CONNECTION (3) TEST WELLS TOTAL GROUND ROD WITH NOTE: INSPECTION SLEEVE IRREVERSIBLE • CADWELD (1) EACH CORNER OF TEH PAD (TYPICAL) CRIMPING (1) AT THE H—FRAME ALLOWED. NOTE: GROUNDING RISER DIAGRAM IS SHOWN DIAGRAMMATICALLY EQUIPMENT LOCATION AND ELEVATION IS NOT ACTUAL INSTALLATION, REFER TO PLANS GROUNDING RISER DIAGRAM C&W engineering LO`rELECTRICAL CONSULTANTS 2326 S. CONGRESS AVE., SUITE 1F WEST" PALM BEACH, FL. 33406 (561) 642-5333, fax (561) 966-2293 cV EMAIL: CWENGOBELLSOUTH.NET REGISTRATION NUMBERS C & W ENGINEERING CA0006245 DALE G. WALKER, ELECTRICAL PE 36914 CHARLES DERI, ELECTRICAL PE 17774 �els.t�✓;k`=Vrivfi n . iii, r ; .@4a' R 4 }',' a a�r�'bm4ux. NTS 0 ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 Jl=l.l IINr_UmIVIHI IUIN: ORD -220-B LINGULAR 7653 411 "W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY CURRENT ISSUE DATE: MAY 2006 ED FOR: CONSTRUCTION DRAWINGS :REV.: -DATE: -DESCRIPTION: L: MAY 25 2006 :PLANS PREPARED BY: Kimley—Horn ® and Associates, In O 2006 KIMLEY—HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 =DRAWN BY: -CHK.: IAPV.: � GH JLR DGW -LICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 ;T TITLE: GROUNDING DETAILS :SHEET NUMBER: REVISION: I—k K. iii 1r� vvi✓ �. 1 5/8"X10' COPPER CLAD GROUND ROD WITH INSPECTION SLEEVE PROVIDE TWO AT CORNERS OF SLAB (OPPOSITE TO SERVICE RACK) TYPICAL EQUIPMENT SLAB FRONT OF CABINETS BATTERY CABINET i WIRELESS CABINET - i r.. ......... _. aw .... III C&W engineering _ ELECTRICAL CONSULTANTS PE 7-1 r illl III III ill I lil I I W6x20 FRAME I I W6x20 FRAME I\ IIS I� I� I I� EMAIL: CWENG@BELLSOUTH.NET III II a I� I 60742 , r — -r r- - r---I�-I'-1--___------'------------------ jj--- -^--_-r- --- �T.�..,..__.�y.�_-il ------------ ----------- - - -------------------------! I I I I I I I I I I FUTURE EQUIP. 6" AND FRAME I I I I I I I I I I I L- - -- ---------- j-- ----� --- � f LL� T l.— �L - - - -- - -- 1 I -------------------------------------------- 1' CENTER LINE OF EQUIPMENT FRAME� CADWELD AT CENTER LINE OF EQUIPMENT FRAME OF POWER/TELCO CONDUITS (4) 8FT. #2CU STRANDED INSULATED, GREEN JACKETED GROUND WIRES, W/MECH. LUGS TO BUS BAR 1 /4"x4"X20" COPPER GROUND BAR MOUNTED ON SLAB / f HORIZONTALLY WITH INSULATORS 0 1-.- 00000000000000 0 0a 000000000000ao , ,#2CU TINNED GROUND WIRE, BOND TO GROUND BAR AND to00000poa000000000000 r f 1 GROUND RING VIA CADWELDING ONLY TYPICAL CADWELD --' I ` © GROUND BAR 2" PVC SCHED. 80 CONDUIT TO TELCO CABINET � I �— 2" PVC SCHED. 80 CONDUIT TO POWER CABINET — TYPICAL CADWELD TERMINATION AT BURIED GROUND RING GROUND RING TO BE BURIED AT 30" BELOW GRADE NOTES: 1. PROPOSED SUPPORT FRAME FOR (1) RADIO CABINET AND (1) BATTERY CABINET. 2. PROPOSED EQUIPMENT PAD SIZE SHOWN IS TYPICAL, CONTRACTOR SHALL REFER TO OTHER DRAWINGS AND VERIFY PROPOSED EQUIPMENT PAD SIZE; COORD. W/ROYAL STREET CPM, ADJUST EQUIP. LOCATION AS REQUIRED BY ACTUAL EQUIPMENT PAD SIZE, 3. REFER TO CIVIL PLANS FOR PAD DIMENSIONS. SIO EQUIPMENT GROUNDING DETAIL NTS 1 ther with the concepts and designs presented herein, as an :e, is intended only for the specific purpose and client for ed. Reuse of and irnpraper reliance on this document orization and adaptation by Kirnley—Horn and Associotes, t liability to Kirnley—Horn and Associates, Inc. C&W engineering ao ELECTRICAL CONSULTANTS PE 2326 S. CONGRESS AVE., SUITE 1 F MARK FAIRCHILD WEST PALM BEACH, FL. 33406 `— (561) 642-5333, fax (561) 966-2293 N EMAIL: CWENG@BELLSOUTH.NET (D REGISTRATION NUMBERS 60742 C & W ENGINEERING CA0006245 PE DALE G. WALKER, ELECTRICAL PE 36914 CHARLES DER], ELECTRICAL PE 17774 SIO EQUIPMENT GROUNDING DETAIL NTS 1 ther with the concepts and designs presented herein, as an :e, is intended only for the specific purpose and client for ed. Reuse of and irnpraper reliance on this document orization and adaptation by Kirnley—Horn and Associotes, t liability to Kirnley—Horn and Associates, Inc. -PROJECT INFORMATION ORD -220-B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY CURRENT ISSUE DATE: MAY 2006 �UED FOR: CONSTRUCTION DRAWINGS :REV.:=DATE: DESCRIPTION: AL: :PLANS PREPARED BY- Kirnley—Horn ® and Associ ales, In-, J 2006 - --- KIMLEY—HORN AND ASSOCIATES, INC. 4437 EMBARCADERO DR, WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 PROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 DRAWN BY: -CHK.: APV.: i GH I JLR I DGW FLICENSURE: DAVID STEWART PE ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 KEVIN M. SCHANEN PE -PROJECT INFORMATION ORD -220-B LINGULAR 7653 411 W. 14TH STREET SANFORD, FL 32771 SEMINOLE COUNTY CURRENT ISSUE DATE: MAY 2006 �UED FOR: CONSTRUCTION DRAWINGS :REV.:=DATE: DESCRIPTION: AL: :PLANS PREPARED BY- Kirnley—Horn ® and Associ ales, In-, J 2006 - --- KIMLEY—HORN AND ASSOCIATES, INC. 4437 EMBARCADERO DR, WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 PROVIDER: ROYAL STREET COMMUNICATIONS 8256 EXCHANGE DRIVE, STE 210. ORLANDO, FL 32809 DRAWN BY: -CHK.: APV.: i GH I JLR I DGW FLICENSURE: DAVID STEWART PE 31180 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 EET TITLE: GROUNDING DETAILS SHEET NUMBER: REVISION E-3 IA i—L— IL rel Iri vvu . 41.0' 110' LOT 14 O O to %C4 --_------69' -- - - SOUTH R/W LINE I I SKETCH OF PARENT TRACT BOUNDARY AND ACCESS TO EXISTING TOWER COMPOUND 411 W. 14TH STREET, SANFORD, FL 32771 CINGULAR 7653 - ORD 2208 NORTH 3 SCALE: 1" 20' W. 14TH STREET 20 0; 10 20 (PUBLIC R/W - WIDTH UNKNOWN) (22' ASPHALT PAVEMENT ROADWAY) BEARINGS ARE ASSUMED S89"45'18 "E .354. DO' I 4 I o'` I. N89°45'18"yy 58.99' - NORTH LINE QH OH OH. " — Ohl ON `— pH �H — OH QH I i� 4 ,° PARENT TRACT I ora — oH: ora - ori Oki -- - off 0H ---- oti I ❑ . f co of off off off - — 0H off OH --- & BLOCK 2 I2' CONCRETE DRI VEWA Yi f off w ori 0H -- off I ot1 t X X — - X (ROYAL STREET I LEASE PARCEL) P. IQ N.E.�__--„;'1 q T� CORNER OF I (ROYAL STREET I - I LOT 7, BLOCK 2 ROYAL STREET I LEASE PARCEL) \ f k LEASEPARCEL I (SEE DETAIL) , I II I f I LOT3 II I ik I — O I X— X X X X I II LOT 11 I I MONOPOLE N I LOT 9 I obi 1651 54" WEST j LOT .5 I I I LOT 7 PARENT TRACT L---__-- PARCEL ID- 36-19-30-504-0200-0060 I I I OWNER NA ME. WILLIAM H SCO VEL L O.R. BOOK 3420, PAGE 397, S.CH. I { i I I BLOCK 2 ;I I Ed WHITE'S SUBDIVISION I i PLAT BOOK 2, PAGE 48, S.CR i I F-- --- -----T. ---,----__- --....-.- 4--__ --_ LOT 13 I 95 I f I I i I I I I I I I I I I w I I ti _---.._._-----..._.___.—__.__._--tl -I I I � I I I LOT 10 I I I I I I I I LOT 12 I E �I �I I I i I ( I I SKETCH OF EXISTING TOWER COMPOUND AND ROYAL. STREET LEASE PARCEL_ NORTH 0- CMAINLINK FENCE SCALE: 1 - 10 I I_W/ I' HvIRBED WIRE �0 16' DOUBLE GATE X— X —I X -- X -- X X X X METER RACK INo t'.` 5'x `T o coNckcrc t e} `< GENERATUr2 PAD, P. O. B. (ROYAL STREET q tn� LEASE PARCEL) I S89'38'17'E I < I VAI sTREEr �o LEASE PARCEL (150 SQUARE FEET) 41 M t COMMENCEMENT t O 41.0' 110' LOT 14 O O to %C4 --_------69' -- - - SOUTH R/W LINE I I SKETCH OF PARENT TRACT BOUNDARY AND ACCESS TO EXISTING TOWER COMPOUND 411 W. 14TH STREET, SANFORD, FL 32771 CINGULAR 7653 - ORD 2208 NORTH 3 SCALE: 1" 20' W. 14TH STREET 20 0; 10 20 (PUBLIC R/W - WIDTH UNKNOWN) (22' ASPHALT PAVEMENT ROADWAY) BEARINGS ARE ASSUMED S89"45'18 "E .354. DO' I 4 I o'` I. N89°45'18"yy 58.99' - NORTH LINE QH OH OH. " — Ohl ON `— pH �H — OH QH I i� 4 ,° PARENT TRACT I ora — oH: ora - ori Oki -- - off 0H ---- oti I ❑ . f co of off off off - — 0H off OH --- & BLOCK 2 I2' CONCRETE DRI VEWA Yi f off w ori 0H -- off I ot1 t X X — - X (ROYAL STREET I LEASE PARCEL) P. IQ N.E.�__--„;'1 q T� CORNER OF I (ROYAL STREET I - I LOT 7, BLOCK 2 ROYAL STREET I LEASE PARCEL) \ f k LEASEPARCEL I (SEE DETAIL) , I II I f I LOT3 II I ik I — O I X— X X X X I II LOT 11 I I MONOPOLE N I LOT 9 I obi 1651 54" WEST j LOT .5 I I I LOT 7 PARENT TRACT L---__-- PARCEL ID- 36-19-30-504-0200-0060 I I I OWNER NA ME. WILLIAM H SCO VEL L O.R. BOOK 3420, PAGE 397, S.CH. I { i I I BLOCK 2 ;I I Ed WHITE'S SUBDIVISION I i PLAT BOOK 2, PAGE 48, S.CR i I F-- --- -----T. ---,----__- --....-.- 4--__ --_ LOT 13 I 95 I f I I i I I I I I I I I I I w I I ti _---.._._-----..._.___.—__.__._--tl -I I I � I I I LOT 10 I I I I I I I I LOT 12 I E �I �I I I i I ( I I SKETCH OF EXISTING TOWER COMPOUND AND ROYAL. STREET LEASE PARCEL_ NORTH 0- CMAINLINK FENCE SCALE: 1 - 10 I I_W/ I' HvIRBED WIRE �0 16' DOUBLE GATE X— X —I X -- X -- X X X X METER RACK INo t'.` 5'x `T o coNckcrc t e} `< GENERATUr2 PAD, P. O. B. (ROYAL STREET q tn� LEASE PARCEL) I S89'38'17'E I < I VAI sTREEr �o LEASE PARCEL (150 SQUARE FEET) 41 M 1o.oa'oa COMMENCEMENT < c <t O a EQUIPMENT BUILDING SPOT ELEVATION P.O.B. I �' BEGINNING ! SN SEMINOLE COUNTY RECORDS l() �.VLQ ul 2' 3.35' W/ 10.00' ' c1 ,� N89'38'17"W r r/el L4 EQUIPMENT BUILDING k CABLE R G dry' 1� 27.5' k �. „�h • . �� ��. 8. U.' !DIAMETER dry. OWER SUPPORT X X-- X X-�— X— X MONOPOLE —'n 8' CHAINLINK FENCE 28'47'57.60" NORTH kV I' BARRED WIRE 081'16'19.54`* WEST { N89'45'18 "W I I I ----------_-..--- _-._._... -------------------_.._.---{ 95' I 95 • 95' I °j LOT 2 I I I z� I,mow` I I � I I I I I I LOTS SOUTH LINE PARENT. TRACT BLOCK 2 NORTH R/W LINE DESCRIPTION OF ROYAL STREET COMMUNICATIONS LEASE PARCEL A PARCEL OF LAND BEING A PORTION OF LOT 7, BLOCK 2, E.J. WHITE'S SUBDIVISION, AS RECORDED IN PLAT BOOK 2, PAGE 48 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 7,• THENCE ON AN ASSUMED BEARING OF S89°45 02'W ALONG THE NORTH LINE OF SAID LOT 7, A D/STANCE OF 58.99 FEET,• THENCE SOO'14'42'W A DISTANCE OF 30.06 FEET TO THE POINT OF BEGINNING; THENCE 500'21'43"W A DISTANCE OF 15.00 FEET; THENCE N89'38'17"W A DISTANCE OF 10.00 FEET - [HENCE N00721'4,51- A DISTANCE OF 15.00 FEET - THENCE S89"38'17 E A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING; SAID PARCEL OF LAND SITUATE WITHIN SEMINOLE COUNTY, FLORIDA CONTAINING 150.00 SQUARE FEET MORE OR LESS, SURVEY DATE: 05/1706 DRAWN: WSP CHECKED: WSP MANAGER: . WSP, DWG FILE: 06-1078.DWG JOB FILE: No. DATE 354.00' U LOT6 0 O r.. FOUND 3/8" IRON ROD & CAP NO I.D. W. 15TH STREET (PUBLIC R/W - W/DTH UNKNOWN) LOT4 FOUND 3/8" IRON ROD & CAP NO /. D. LOT I FLOOD ZONE INFORMATION COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM FIRM ZONE BASE FLOOD ELEVATION LOWEST FLOOR E 120294 0045 E 04/17/95 X N/A N/A WSP e8fiSH1149fils b1c. SUR VEYORS & MAPPERS 18815 ANNELIS DRIVE, LU,[Z, FL 33543 P110NE (813) 264-7540 FAX (813) 964-€376o PROFESSIONAL SURVEYING & MAPPING CERTIFICATE OF AUTHORIZATION: REVISION BY LB 7188, STATE OF FLORIDA LINGULAR 7653 ORD220R W. 13TH STREET W. 14TH STREET �i ri rn THIS SITE .0 U :t W., 25TH, STREET 1`F_j LOCATION SKETCH SECTION 36-19-30 NOT TO SCALE LEGEND P.O.C. POINT OF COMMENCEMENT O a EQUIPMENT BUILDING SPOT ELEVATION P.O.B. I �' BEGINNING ! S.C.R. SEMINOLE COUNTY RECORDS l() l 20.0' ` W/ WITH 0 TELCO SERVICE L,B. LICENSED BUSINESS y� RIGHT-OF-WAY X — X FENCE (TYPE NOTED) I� OFFICIAL RECORD 10.00' ' c1 ,� N89'38'17"W r r/el L4 EQUIPMENT BUILDING k CABLE R G dry' 1� 27.5' k �. „�h • . �� ��. 8. U.' !DIAMETER dry. OWER SUPPORT X X-- X X-�— X— X MONOPOLE —'n 8' CHAINLINK FENCE 28'47'57.60" NORTH kV I' BARRED WIRE 081'16'19.54`* WEST { N89'45'18 "W I I I ----------_-..--- _-._._... -------------------_.._.---{ 95' I 95 • 95' I °j LOT 2 I I I z� I,mow` I I � I I I I I I LOTS SOUTH LINE PARENT. TRACT BLOCK 2 NORTH R/W LINE DESCRIPTION OF ROYAL STREET COMMUNICATIONS LEASE PARCEL A PARCEL OF LAND BEING A PORTION OF LOT 7, BLOCK 2, E.J. WHITE'S SUBDIVISION, AS RECORDED IN PLAT BOOK 2, PAGE 48 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID LOT 7,• THENCE ON AN ASSUMED BEARING OF S89°45 02'W ALONG THE NORTH LINE OF SAID LOT 7, A D/STANCE OF 58.99 FEET,• THENCE SOO'14'42'W A DISTANCE OF 30.06 FEET TO THE POINT OF BEGINNING; THENCE 500'21'43"W A DISTANCE OF 15.00 FEET; THENCE N89'38'17"W A DISTANCE OF 10.00 FEET - [HENCE N00721'4,51- A DISTANCE OF 15.00 FEET - THENCE S89"38'17 E A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING; SAID PARCEL OF LAND SITUATE WITHIN SEMINOLE COUNTY, FLORIDA CONTAINING 150.00 SQUARE FEET MORE OR LESS, SURVEY DATE: 05/1706 DRAWN: WSP CHECKED: WSP MANAGER: . WSP, DWG FILE: 06-1078.DWG JOB FILE: No. DATE 354.00' U LOT6 0 O r.. FOUND 3/8" IRON ROD & CAP NO I.D. W. 15TH STREET (PUBLIC R/W - W/DTH UNKNOWN) LOT4 FOUND 3/8" IRON ROD & CAP NO /. D. LOT I FLOOD ZONE INFORMATION COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM FIRM ZONE BASE FLOOD ELEVATION LOWEST FLOOR E 120294 0045 E 04/17/95 X N/A N/A WSP e8fiSH1149fils b1c. SUR VEYORS & MAPPERS 18815 ANNELIS DRIVE, LU,[Z, FL 33543 P110NE (813) 264-7540 FAX (813) 964-€376o PROFESSIONAL SURVEYING & MAPPING CERTIFICATE OF AUTHORIZATION: REVISION BY LB 7188, STATE OF FLORIDA LINGULAR 7653 ORD220R W. 13TH STREET W. 14TH STREET �i ri rn THIS SITE .0 U :t W., 25TH, STREET 1`F_j LOCATION SKETCH SECTION 36-19-30 NOT TO SCALE LEGEND P.O.C. POINT OF COMMENCEMENT SPOT ELEVATION P.O.B. POINT OF BEGINNING S.C.R. SEMINOLE COUNTY RECORDS WOOD UTILITY POLE ELEV: ELEVATION ` W/ WITH 0 TELCO SERVICE L,B. LICENSED BUSINESS R/W RIGHT-OF-WAY X — X FENCE (TYPE NOTED) Q.R. OFFICIAL RECORD off — off OVERHEAD UTILITY TOWER INFORMATION LATITUDE = 28'47'57.60" NORTH LONGITUDE = 06116'19.54" WEST NORTH AMERICAN DATUM OF 1983/1999 (NAD 83/99) EXISTING MAXIMUM TOWER ELEVATION = 208.7 FEET EXISTING MAXIMUM TOWER HEIGHT = 177.0 FEET (ABOVE GROUND LEVEL) EXISTING MAXIMUM ACCESSORY ITEM ELEVATION = 217.9 FEET (BEACON LIGHT) EXISTING MAXIMUM ACCESSORY ITEM HEIGHT = 186.2 FEET (ABOVE GROUND LEVEL) EXISTING AVERAGE GROUND ELEVATION AT TOWER = 31.7 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) DESCRIPTION OF PARENT TRACT LOTS 6, 7, 8, 9, 10, 11, 12, 13 AND 14, BLOCK 2, E.J. WHITES SUBDIVISION, AS RECORDED IN PLAT BOOK 2, PACE 48, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, EXCEPT PORTION THEREOF IN THE RIGHT-OF-WAY OF FRENCH AVENUE AND 14TH STREET. REPORT OF SPECIFIC PURPOSE SURVEY 1. 'THE PARENT TRACT SHOWN HEREON IS BASED ON A SEARCH CONDUCTED BY WSP CONSULTANTS, INC. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. THIS IS NOT INTENDED TO REFLECT A BOUNDARY SURVEY OF THE PARENT TRACT. UNLESS OTHERWISE NOTED HEREON RECORD AND MEASURED VALUES ARE IN SUBSTANTIAL AGREEMENT. 3. THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EXISTING CELLULAR COMMUNICATIONS EQUIPMENT WITHIN THE PARENT TRACT FOR THE FUTURE INSTALLATION OF ROYAL STREET COMMUNICATIONS EQUIPMENT, 4. THIS SURVEY IS CLASSIFIED AS COMMERCIAL/HIGH RISK AND EXCEEDS THE MINIMUM RELATIVE DISTANCE ACCURACY OF 1 FOOT IN 10,000 FEET AS REQUIRED BY THE FLORIDA MINIMUM TECHNICAL STANDARDS (61017-6 F.A.C.) THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT. 5. THE HORIZONTAL FEATURES SHOWN HEREON ARE PLOTTED TO WITHIN 1/20 OF THE MAP SCALE. 6. HORIZONTAL AND VERTICAL DATA SHOWN HEREON WAS OBTAINED UTILIZING A "LEICA TCRA 1105" TOTAL STATION AND "ALLEGRO CE CARLSON" DATA COLLECTION SYSTEM. 7. ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED 1N THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL ACCURACY OF 0.1'. 8, HORIZONTAL FEATURE LOCATION IS TO THE CENTER OF THE SYMBOL AND MAY BE ENLARGED FOR CLARITY. 9. UNDERGROUND FOUNDATIONS AND/OR UTILITIES HAVE NOT BEEN LOCATED. 10. FLOOD ZONE INFORMATION SHOWN HEREON WAS OBTAINED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM). 11. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE REFERENCED -TO NGS CONTROL POINT: "EVERGREEN RM 1", PID #AK7066 ELEVATION 50.56 FEET 12, THE VALUES FOR THE LATITUDE, LONGITUDE AND ELEVATIONS SHOWN HEREON ARE WITHIN THE ALLOWABLE TOLERANCES FOR THE FEDERAL AVIATION ADMINISTRATION 2-C LETTER. 13. 'THE LATITUDE AND LONGITUDE SHOWN HEREON WERE OBTAINED UTILIZING THE FOLLOWING NGS CONTROL POINT: "EVERGREEN RM I", PID #AK7066 THis SURVEY CONTROL POINT HAS A PUBLISHED VALUE RELATIVE TO THE NORTH AMERICAN DATUM OF 19,53/1999 (NAD83/99), AS PROJECTED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM (WEST ,ZONE). THE MEASUREMENTS WERE OBTAINED UTILIZING "SOKKIA STRATUS" GPS RECEIVERS AND POST -PROCESSED WITH SOKKIA SPECTRUM SOFTWARE. "EVERGREEN RM 1" 1,618,356.36 N 564,122.73 E CERTIFICATE I, WILLIAM S. PAYNE, DO HEREBY STATE THAT THIS MAP OF SPECIFIC PURPOSE SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION AND IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER STATE THAT THIS MAP OF SPECIFIC PURPOSE SURVEY WAS COMPLETED IN ACCORDANCE WITH THE TECHNICAL STANDARDS FOR SURVEYING AND MAPPING STATED IN RULE 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FLORIDA STATUTES CHAPTER 472,027. NOT VALID WITHOUT THE SIGNATURE AND 4 G✓THE ORIGINAL RAISED SEAL OF A FLORIDA_ WILLIAM PAYNE LICENSED SURVEYOR _EV: PROFESSIONAL SURVEYOR AND MAPPER #LS 5585 AND MAPPER WSP CONSULTANTS, INC. #LB 7188 WILLIAM S. PAYNE STATE OF FLORIDA LS#5685 MAP OF SPECIFIC PURPOSE SURVEY PROJECT NO: LINGULAR 7653 - ORD220B 06--1078 PREPARED FOR: Royal Street Communications, LLC SHEET NO: LOCATED IN: 1 OF 1 SEMINOLE COUNTY, FLORIDA