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4175 Orlando Dr - 98-001329 (SPRINT) (TOWER INSTALL) (A)�i�75 0�'Lfrn�lo �i C<�_ E=<- x :, ,, ice, u ZONE ,DATE - - / 1 61 v- / CONTRACTOR ADDRESS PHONE# LOCATION OWNER ADDRESS -'HONE # )LUMBING CONTRACTOR ,DDRESS i!ONE 9 g, � E�2- Liki 'Ce-, Ll f��lEI:CTRICAL CONTRACTOR APDRESS PONE # M:CHANICAL CONTRACTOR A,DRESS PiONE # MKCELLANEOUS CONTRACTOR ADC'iESS SEPTIC `('ANIS PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT' # JOB �-� ��a� . COST FEE $ FEE $ FEE $ FEE $ LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: FEE ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED N FINAL DATE wx I 4' w NEW 6'- 4' X 2'-6" A f I iveal ''llutal NEW 130' MONOPOLE X 5'-3" HIGH, GROUND SITE NUMBER: OR03XC056131 REV. No. SITE NAME: FLEA WORLD 1 SITE ADDRESS: 4175 S. ORLANDO DRIVE (HWY 17-92) C-1 SANFORD, FLORISA 32773 C-2 LARRY BISHOP I E-1 850 DYSON DRIVE 1 PROPERTY OWNER: WINTER SPRINGS, FLORIDA 32708 G-2 (407) 365-3300 1 S-1 SPRINT PCS 1 S-2 997 W. KENNEDY BLVD. APPLICANT: SUITE A-01 1 ORLANDO, FLORIDA 32810 (407) 475-0512 RICK SPINDLER CONTACT PERSON: (407) 475-0606 ASSESSOR'S 1420 30 300 0230-0000 PARCEL NUMBER: 1420 30 300 0220-0000 CURRENT ZONING: GC -2 LEASE AREA: 2400 SQ.FT. LEASING AGENT: SBA (407) 667-9490 SURVEYOR: REGIONAL ENGINEERS, PLANNERS AND SURVEYORS, INC. (407) 522-7570 PROJECT SUMMARY TOWER MOUNTED EQUIPMENT CABINET 1 . ALL CONSTRUCTION PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT ACCORDANCE WITH THESE PLANS AND WITH SPRINT GENERAL CONSTRUCTION SPECIFICATIONS AND DOCUMENTS 2. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 3. CONTRACTOR SHALL NOTIFY SPRINT SPECTRUM CONSTRUCTION SUPERINTENDENT PRIOR TO START OF CONSTRUCTION. GENERAL NOTES THE MONOPOLE TOWER IS NEW -THEREFORE, A SEPARATE ANALYSIS IS NOT REQUIRED. ➢7 ! TOWER ANALYSIS SHT. rlo. DESCRIPTION REV. No. T - i TITLE SHEET 1 SP- 1 SPECIFICATION AND REQUIREMENTS 1 C-1 SITE SURVEY 1 C-2 ENLARGED SITE PLAN & ELEVATION I E-1 ELECTRICAL 1 G-1 GROUNDING PLAN I G-2 GROUNDING DETAILS 1 S-1 FOUNDATION PLAN 1 S-2 STRUCTURAL DETAILS 1 S-3 STRUCTURAL DETAILS 1 SHEET INDEX ENGINEER'S LICENSE LICENSED ENGINEER — STATE OF FLORIDA d"do. ��- A4 W. Z -4/-W AK$vin Sprint OPCS 997 W. KENNEDY BLVD, SUITE A-01 ORLANDO, FL. 32810 OFFICE: (407) 475-0520 FAX: (407) 475-0524 BLACK & V EAT C H LLP 201 SOUTH ORANGE AVE. SUITE 500 ORLANDO, FL. 32810 OFFICE: (407) 419-3500 FAX: (407) 419-3501 APPROVALS SPRINT LANDLORD LEASING R.F. ZONING CONSTRUCTION PROJECT NO: 39486. FDRAWN BY: JBN CHECKED BY: CWS 1 2-05-98 BID & PERMIT ISSUE. 0 1-26-98 REVIEW ISSUE REV DATE DESCRIPTION SHEET TITLE SITE NO, 056 FLEA WORLD TITLE SHEET w Lo O U- rq ry 0 CL V 0 Ln I 0 CV CONSTRUCTION NOTES: QUALITY ASSURANCE PART 2 - PRODUCTS 3. SLEEVES: c A. CONSTRUCT AND ERECT CONCRETE FORMWORK IN ACCORDANCE WITH ACI 301 AND ACI 318. 1. FABRICATION: CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES , WHEREVER CONDUCTQRS RUN THROUGH WALLSFLOORS OR CEILINGS.' - . 1. ALL PORTIONS OF THE WORK SHALL CONFORM TO THE SPECIFICATIONS FOR CONSTRUCTION B. PERFORM CONCRETE REINFORCING WORK IN ACCORDANCE WITH ACI 301, MELDS SMOOTH. IF CONDUCTORS MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL ISSUED IN ADDITION TO THESE DRAWINGS AS PART OF THE CONTRACT ACI 318, AND ASTM A184. BE GROUNDED, SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK. 2. FINISH. 2. THE REPRESENTATIVES OF THE OWNER (SPRINT) MUST BE NOTIFIED AT LEAST -TWO WORKING PRIOR TO COMMENCEMENT OF CONSTRUCTION AT (407) 475-0606 C. PERFORM CAST -IN-PLACE CONCRETE WORK IN ACCORDANCE WITH ACI 301, ACI 318, AND ACI 117-90. A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC B. GROUND BARS C ,pranDAYS SP -1 TO SP -10 PROCEDURES. 1. ALL GROUND BARS SHALL BE 1/4 -INCH THICK TINNED COPPER PLATE 3. DO NOT EXCAVATE OR DISTURB BEYOND -THE PROPERTY LINES OR PROJECT AREA, 4. SUBMITTALS B. SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT AND OF SIZE INDICATED ON DRAWINGS. $print PCs:, UNLESS OTHERWISE NOTED. SUBMIT CONCRETE MIX AND REINFORCING STEEL SHOP DRAWINGS FOR WILL BE FIELD WELDED, IN CONTACT WiTH CONCRETE, OR HIGH STRENGTH APPROVAL BY SPRINT CONSTRUCTION MANAGER/ENGINEER. THE SHOP BOLTED. 2. ALL CONNECTIONS TO THE GROUND BAR SHALL OBSERVE THE 4. DO NOT SCALE DIMENSIONS FROM THIS DRAWING. DRAWINGS SHALL BE SUBMITTED IN THE FORM OF TWO (2) CONCRETE MIX FOLLOWING FOLLOWING SEQUENCE: DESIGN INFORMATION SHEETS AND Two (2) BLUELINE DRAWINGS FOR 3 - EXECUTION A. BOLT -HEAD D. STAR WASHER 997 W. ` KENNEDY BLVD. 5. ANY DRAIN AND/OR FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE REINFORCING STEEL. (AS APPLICABLE) 1. EXAMINATION AND PREPARATION: B. 2 -HOLE LUC E. NUT SUITE A-01 ' RETURNED TO ITS ORIGINAL CONDITION PRIOR TO COMPLETION OF THE 'WORK. SIZE, C. TINNED BUSS BAR LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. ORLANDO, FL. 3Z81 0-'-:, ACCURATELY NOTED AND PLACED ON AS -CONSTRUCTED DRAWINGS BY CONTRACTOR PART 2 - PRODUCTS C. EXTERNAL CONNECTIONS AND ISSUED TO SPRINT PROJECT MANAGER AT COMPLETION OF PROJECT. 1' 2. ERECTION: FFI 7 .'°47 5. 05�1�2 0 CE: (4O ) 6. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONSSHOWN ON PLANS HO CONCRETE MATERIALS A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN FRAMING 1, ALL GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED .'. FAX: (407)' 475-0524 HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECTJ AND OWNER A. CEMENT: ASTM C 150, PORTLAND TYPE IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION BY TWO HOLES CRIMP TYPE (COMPRESSION) CONNECTIONS AND (SPRINT) ASSUME NO RESPONSIBILITY WHATEVER AS TO THE SUFFICIENCY OR ACCURACY B. FINE & COURSE AGGREGATES: ASTM C33 - MAXIMUM SIZE OF CONCRETE OF PERMANENT BRIDGING AND BRACING. MECHANICAL CONNECTIONS (UNLESS OTHERWISE NOTED). FITTINGS OR OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR AGGREGATE SHALL NOT EXCEED ; ONE (1) INCH SIZE SUITABLE FOR B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. CONNECTIONS THAT DEPEND SOLELY ON SOLDER SHALL NOT BE USED. ADJUSTMENT. CONTRACTOR SHALL BY RESPONSIBLE FOR DETERMINING EXACT LOCATION INSTALLATION METHOD UTILIZED OR ONE-THIRD CLEAR DISTANCE C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL' 2. GROUNDING CONNECTIONS MADE BY THE EXOTHERMIC WELD PROCESS OF ALL SAID UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO BEHIND OR BETWEEN REINFORCING. OF THE ARCHITECT/ENGINEER. SHALL BE AS INDICATED ON DRAWINGS. ALL MATERIALS USED MOLDS, ( WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING AFFECTED UTILITIES. C. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE D. AFTER ERECTION, PRIME WELDS, ABRASIONS, AND SURFACES NOT SHOP WELDING METAL, TOOLS, ETC.) SHALL BE INSTALLED PER PRIMED OR GALVANIZED EXCEPT SURFACES TO BE IN CONTACT WITH MANUFACTURE'S REQUIREMENTS. 7. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND D. AIR ENTRAINING ADMIXTURE: ASTM C260 CONCRETE. VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO D. GROUND RODS THE INTERPRETATION OF PLANS SHOULD BY IMMEDIATELY REPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND IrJSTRUCTION, AND NO FURTHER WORK SHALL BE E. BONDING AGENT: LATEX EMULSION FOR BONDING NEW 'TO OLD CONCRETE 3. FIELD QUALITY CONTROL: ALL GROUND RODS SHALL BE 5/8" DIAMETER X 10'-0" LONG"COPPERWELD" B LACK & VEATC H PERFORMED UNTIL DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ AS MANUFACTURED BY DAYTON SUPERIOR OR EQUAL.FLELD INSPECTIOr! OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. OR APPROVED EQUAL OF THE NUMBER AND LOCATIONS INDICATED. GROUND LLP ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE F. NON -SHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC RODS SHALL BE DRIVEN FULL LENGTH VERTICAL IN UNDISTURBED EARTH. WORKED AT HIS OWN RISK AND EXPENSE. CONTRACTOR SHALL CALL FLORIDA DIG AGGREGATE. CEMENT, WATER REDUCING AND PLASTICISING AGENTS. 201 SOUTH ORANGE- AVE. HOTLINE (800) 432- 4770 TO START OF CONSTRUCTION TO HAVE UNDERGROUND UTILITIES E. GROUND CONDUCTORS LOCATED AND MARKED 2. CONCRETE MIX SUITE 500 8. ALL NEW AND A. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE A.C.I. DIVISION 6' ELECTRICAL ALL GROUND CONDUCTORS SHALL BE STANDARD TINNED SOLID BARE COPPER ORLANDO, FL, 32810 EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY ANNEALED (UNLESS NOTED OTHERWISE) AND OF SIZE INDICATED ON DRAWING. CONSTRUCTION SHALL BE ADJUSTED TO FINAL ELEVATIONS PRIOR 'TO FINAL INSPECTION. REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. 9. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS B. MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94, ALT. 3. F. LUGS OFFICE: (407) 419-3500 SHALL BE PROTECTED 8'f THE CONTRACTOR. I C. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUTABLE FOR THE RESULT UDURABLE SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS 1. LUGS SHALL BE 2 -HOLE, LONG BARREL, STRAND COPPER UNLESS FAX: (407) 419-.3501 10. GRADING OF THE SITE 'WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE, MID INSTALLATION METHOD UTILIZED AND SHALL CONCRETE FOR LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. LUGS SHALL BE FEATHERED TO EXISTING ADJACENT GRADES Ai THE GRADING LIMITS. DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4 SHALL BE SATISFIED 1. CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS PRIOR To THOMAS AND BETTS OR APPROVED ALTERNATE BASED ON 'THE CONDITIONS EXPECTED AT THE SITE. PROVIDE CONCRETE ORDERING THE ELECTRICAL EQUIPMENT AND STARTING THE ACTUAL 2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT 11. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 90% OF THE AS FOLLOWS: CONSTRUCTION, CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL SHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURN MAXIMUM STANDARD PROCTOR DRY DENSITY. FINDINGS TO THE OWNER (SPRINT) LISTING ANY DISCREPANCIES OR SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART: PROJECT NO: 39486 1. COMPRESSIVE STRENGTH: 4000 psi AT 28 DAYS CONFLICTING INFORMATION. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFT THICKNESS SHALL NOT EXCEED SEE SHEET S-1 FOR CAISSON CONCRETE COMPRESSIVE STRENGTH MINIMUM BENDING THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT WiTH THE EQUIPMENT AVAILABLE 2. SLUMP: NOT -TO EXCEED 4 INCHES 2. ELECTRICAL PLANS, DETAILS AND DIAGRAMS ARE DIAGRAMMATIC ONLY. GROUNDING CONDUCTOR SIZE RADIUS TO INSIDE EDGE 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO ONEVERIFY D. POLYPROPYLENE MONOFILAMENT FIBER 1. VIRGIN FIBER THAT CONFORMS EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL N 6 AWG TO NO. 4 AWG 6 INCHES DRAWN BY: JBN. VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A TO ASTM C 1 1 89 WITH A MINIMUM 1.5 � PER CUBIC YARD REPLACEMENT EQUIPMENT WITH OWNER PRIOR TO INSTALLATION. . 2 AWG TO NO. 1/0 AWG 8 INCHES NO. „. GEOTECHNICAL ENGINEER. FOR WIRE WELDED FABRIC OR PER MANUFACTURER'S RECOMMENDATION. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN G000 WORKING NO. 2/0 AWG TO 4/0 MCM 12 INCHES � (READY MIX CONCRETE To BE 0.59 WATER/CEMENT RATIO) CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF 250 MCM TO 750 MCM 24 INCHES CHECKED BY: CWS 14. THE GRADES WITHIN THE PROJECT AREA TO BE ACHIEVED BY COMPACTING CLEAN FILL TO A DENSITY OF 90% OF STANDARD PROCTOR, STERILIZE PROJECT AREA WiTH WEED THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF KILLER AND COVER THE AREA WITH STABILIZER FABRIC (MIRAFI-500X, OR EQUAL) V-0" EQUIPMENT MATERIALS SHALL BE LISTED "J" WHERE APPLICABLE. MATERIALS G. GROUND RING OVERLAP AT. SEAMS. PART 3 - EXECUTION SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING THE EXTERNAL GROUND RING ENCIRCLING THE EQUIPMENT PLATFORM 15. CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO PAPERS, INSERTS, EMBEDDED COMPONENTS AND OPENINGS JURISDICATION MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA, NBFU & "UL" LISTED. SHALL BE MINIMUM SIZE OF NO. 2 A.W.G. SOLID TINNED BARE COPPER TRASH, DEBRIS, WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN. ALL MATERIALS A. THE CONTRACTOR SHALL COORDINATE & CROSS-CHECK ARCHITECTURAL, CONDUCTOR, BENDS SHALL HAVE A MINIMUM BENDING RADIUS OF COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLY DISPOSED OF BUILDING & ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, 4. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL 'AS EIGHT (8) INCHES. OFF-SITE BY THE CONTRACTOR. CONTRACTOR TO PROVIDE DUMPSTER AS REQUIRED. HANGERS, AND OTHER ITEMS RELATED TO CONCRETE WORK AND SHALL IINSTALLED" DRAWINGS AT THE COMPLETION of THE JOB, SHOWING ACTUAL 16. ASSUME FULL RESPONSIBILITY FOR THE PROPER LOCATION BEFORE DIMENSIONS, ROUTINGS, AND CIRCUITS. 7. I. E. E. E. FALL POTENTIAL TESTS ALL SITE WORK SHALL 8E CAREFULLY COORDINATED 8'f THE CONTRACTOR WITH LOCAL PLACING CONCRETE. GAS, ELECTRIC, TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION 5. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN A. CONTRACTOR 'TO CONDUCT GROUND RESISTANCE TEST IN ACCORDANCE OVER THIS LOCATION. B. PROVIDE FORMED OPENINGS WHERE REQUIRED FOR WORK TO BE INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, WITH SPRINT PCS STANDARDS. IF THE RESISTANCE OF THE ENTIRE SYSTEM EMBEDDED IN AND PASSING THROUGH CONCRETE MEMBERS. AND A MINIMUM OF 10,000 A.I.C. EXCEEDS 5 OHMS, NOTIFY THE CONTRACTOR & OWNER'S REPRESENTATIVE C. COORDINATE WORK OF OTHER SECTIONS IN FORMING AND SETTING OPENING, FOR FURTHER DIRECTIVE. CONTRACTOR TO VERIFY THAT THE EXISTING SLOTS, RECESSES, CHASES, SLEEVES, BOLTS, ANCHORS, AND OTHER INSERTS. 6. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BUILDING GROUND IS UNINTERRUPTED AND NOTIFY THE ARCHITECT OF ANY GENE RAL D. INSTALL CONCRETE ACCESSORIES STRAIGHT, LEVEL AND PLUMB. BY UBC, NEC AND ,ALL APPLICABLE CODES IN ADDTION TO SPRINT PCS SUCH INTERRUPTION. ' REQUIREMENTS THE CONSTRUCTION DOCUMENT DRAWINGS ARE INTERRELATED. WHEN PERFORMING THE B. THE CONTRACTOR SHALL PREFORM THREE TESTS: FIRST TEST, THE PAD WORK, EACH CONTRACTOR MUST REFER TO ALL DRAWINGS. COORDINATION IS THE 2• REINFORCEMENT PLACEMENT 7. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE GROUND RING. THE SECOND TEST, THE TOWER GROUND RING. THE THIRD RESPONSIBILITY OF THE GENERAL CONTRACTOR. A. PLACE REINFORCEMENT, SUPPORTED AND SECURED AGAINST DISPLACEMENT. COURSE OF THE ELECTRICAL WORK. -TEST, SHALL BE ON TOWER AND PAD GROUND RINGS TOCATHER. B. ENSURE REINFORCING IS CLEAN, FREE OF LOOSE SCALE, DIRT, OR OTHER FOREIGN COATINGS. C. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. SECTION 15400 - SERVICE AND DISTRIBUTION C. GROUNDING RESISTANCE TEST REPORT DIVISION 2 ; SITE WORK D. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 INCHES UNLESS COMPLETIONOFCH SITE BY A TESTING �QUALIFIED OTHERWISEOTO E. CONCRETE COVER FROM TOP OF FOUNDATION TO ENDS OF VERTICAL 1 ''HIRE AND CABLE CONDUCTORS SHALL BE COPPER, 60OV, TYPE THHN OR THWN, WITH A MIN. SIZE OF # 12 AWG, COLOR CODED. TESTING AGENCY, A TREPORT SHOWING RESISTANCE IN OHMS T SHALL BE COMPLETED. TWO (2) SETS OF THE TEST REPORT SHALL BE BOUND SECTION 02830 - FENCING AND GATE(S) REINFORCEMENT SHALL NOT EXCEED 3 INCHES NOR BE LESS THAN 2 INCHES. AND SUBMITTED WITHIN ONE (1) WEEK OF WORK COMPLETION. 2. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS PART 1 -GENERAL 3. PLACING CONCRETE NOTED ON THE DRAWINGS. MANUFACTURED BY MILBANK OR APPROVED 1. WORK INCLUDED A. VIBRATE ALL CONCRETE. EQUAL AND SHALL BE UTILITY COMPANY APPROVED. SEE PLAN FOR SITE AND LOCATION OF FENCE AND GATE(S). B. ALL CONCRETE WORK SHALL ADHERE TO THE LATEST A.C.I. STANDARDS FOR 3. CONDUIT: (UNLESS OTHERWISE NOTED ON DRAWINGS) COAXIAL ANTENNA CABLE) 2. QUALITY ASSURANCE WINTER POURING AND CURING PROCEDURES IF SEASONAL CONDITIONS APPLY A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH SECTION 16745 - TELECOMMUNICATIONS WIRING COMPONENTS ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE GALVANIZED GALVANIZED ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR OR STAINLESS STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL NOT BE LESS THAN 12 4. CURING UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN A. AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING. ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. 1. GENERAL 1 2-05-98 BID & PERMIT ISSUE GRADE 'E' ZINC, 18 OUNCES PER SQUARE FOOT. B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND WITH HUNTS WRAP PROCESS NO. 3. A. ALL MATERIALS„ PRODUCTS OR PROCEDURES INCORPORATED INTO 0 1-26-97 REVIEW ISSUE REV DATE ^ DESCRIPTION 3. SEQUENCING HARDENING OF CONCRETE. WORK; SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION (PRIOR To THE B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTING SHALL FENCE CONSTRUCTION), FENCE POST EXCAVATIO MUSE BE CONTROLLED TO PERCLUUE 5. PROVIDE HAND RUBBED SMOOTH FINISH TO ALL EXPOSED VERTICAL FORMED CONCRETE SURFACES. BE GLAND RING COMPRESSION TYPE. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. -TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, C., FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY 4. SUBMITTALS 6. FIELD QUALITY CONTROL BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE 'JAKE' OR FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS A. SUBMIT TWO (2) CONCRETE TEST CYLINDERS - TAKEN FOR EVERY 15 CUBIC "SQUEEZE" TYPE. ALL FLEXIBLE CONDUITS SHALL HAVE FULL LENGTH A. MANUFACTURER'S DESCRIPTIVE LITERATURE. YARD OR LESS. SUBMIT CONCRETE TESTS TO THE PROJECT MANAGER IN GROUND WIRE. B. CERTIFICATE OR STATEMENT OF COMPLIANCE WITH THE SPECIFICATIONS. ACCORDANCE WITH ASST., C-31 AND C-39. C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT B. FIRST CYLINDER TEST TAKEN AT THREE DAYS MUST ACHIEVE MIN. 3000 P.S.I. D. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 OR 80 WITH DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR, 5. PROTECTION SECOND CYLINDER TEST TAKEN AT 28 DAYS MUST ACHIEVE MIN. 4000 P.S.I. UV PROTECTION (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE SITE N O . 056 UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL 'AND PAINT FIELD CUTS OR 7. DEFECTIVE CONCRETE 24" BELOW GRADE. iF IS REQUIRED AND WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO NOTIFY THE PROPER AGENCY WORLD GALVArJIZINC BREAKS WITH ZINC -BASED PAINT, COLOR TO MATCH THE GALVANIZED METAL. 2. 2. MATERIALS: MODIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LINES, DETAILS HAVING JURISDICTION FORTY-EIGHT (48) HOURS PRIOR TO DIGGING, OR ELEVATIONS AS DIRECTED BY ARCHITECT/ENGINEER. A. COAXIAL CABLE: 4. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO -THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS ARE TO BE PAID BY THE CONTRACTOR. 1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. DIVISION I CONCRETE DIVISION 5: METALS 5. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND POTENTIAL GROUNDING TESTS. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. SECTION 03000 - BASIC CONCRETE MATERIALS AND METHODS PART 1 - GENERAL SECTION 05000 - METALS 1. SECTION INCLUDES: 6. GROUNDING ELECTRODE SYSTEM A. PREPARATION 3. ANTENNA AND COAXIAL CABLE GROUNDING SHEET TITLE PART 1 - GENERAL STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING UNDER BASE PLATES.ARE 1. a. SURFACE PREP ATION: A. ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS TO BE WEATHER SEALED WITH ANDREWS CONNECTOR/SPLICE ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED/FATHERPROOFING 1. WORK INCLUDED 2. SUBMITTALS: SURFACES SHALL BE FIELD INSPECTED AND MODIFIED TO ENSURE KIT TYPE X221213 OR EQUAL. FORMWORK, REINFORCEMENT, ACCESSORIES, CAST -IN-PLACE CONCRETE, FINISHING, SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE AND CURING. MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. ITEMS BEING GROUNDED. ALL CONNECTIONS ARE To HAVE A NON- B. ALL COAXIAL CABLE GROUNDING KITS ARE TO -BE .INSTALLED ON SPECIFICATIONS' 2. INSPECTIONS OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) AND. 3. QUALITY ASSURANCE A. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING BUILDING DEPARTMENT A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC b. ANTI -OXIDATION COMPOUND: REQUIREMENTS,' , INSPECTIONS REQUIRED FOR HIS SCOPE OF WORK. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF ALL CONNECTIONS SHALL BE MADE WITH THOMAS & BETTS KOPR- 4. TESTING (UNLESS OTHERWISE SPECIFIED BY PROJECT MANAGER) B. ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED BY THE SPRINT STRUCTURAL STEEL FOR BUILDINGS. SHIELD (TM OF JET LUBE, INC.). COAT ALL WIRES BEFORE LUGGING PROVIDE FOUR (4) SETS OF SWEEP TESTS USING 'HEWLE FT- PACKARD' PCS CONSTRUCTION MANAGER PRIOR TO PLACEMENT OF CONCRETE. B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL COAT ALL SURFACES BEFORE CONNECTIrlG. ALL EXPOSED 8713B RF SCALAR NETWORK ANALYZER OR EQUIVALENT. SUBMIT FREQUENCY SHEET NUMBER C. THE SPRINT CONSTRUCTION MANAGER SHALL BE NOTIFIED NO LESS THAN 48 STRUCTURAL ENGINEER LICENSED IN THE STATE. COPPER SURFACES, INCLUDING GROUND BARS SHALL BE -TREATED. DOMAIN REFLECTOMETER (F.D.R.) TEST RESULTS TO THE PROJECT MANAGER. HOURS IN ADVANCE OF CONCRETE POURS. NO SUBSTITUTIONS ALLOWED. SWEEP TESTS SHALL -BE AS PER ANDREW "MINIMUM FIELD TESTING t' 2. GROUND BAR PREPARATION: RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON -OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. DATE 10-5-93. TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF COMPLETION. '��'- S R f ALL CONSTRUCTION PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT 3 ACCORDANCE WITH THESE PLANS AND WITH THE SPRINT GENERAL CONSTRUCTION 1° CONSTRUCTION SPECIFICATIONS AND DOCUMENTS. �" q . _ < F �� . - . - -_ - - x : ., x w ti, 1 '< x F, 1 . ,. 3,,.�.. 2 J :ew , 1r ,i, v ,f r . -NM—AIM z: I _ :,. r r� P.O.C., C40'X 60' LEASE PARC L) E . - F a,' �/ ' f, NOTES C15 WIVE INGRESS/EGRESS EASEMENT) -;. ;1 �I FOUND 4 DIA, CM, NO ID1. • ,z t r ro , - .. , x yr NORTHEAST `CORNER DF THE NDRTHEAS f 1/4 x,..:: ,r•, 1. 1. THIS IS NOT A SURVEY CONTRACTOR SHALL UTILIZE A CERTIFIED COPY , �-41 ❑F THr _ . �,DU_T�itiJEST 1t4 OF SEC. 14-20-30 7- ,. ,. _., : , I a {�� . OF THE SURVEY- FOR THE DETERMINATION OF PROPERTY BOUNDARIES,1-1 I �`EAS'TERLY RIGHT -OF WAt' LINE OF SR. 15/600 (U.S, 17/92) 1.+i !�,� " .EXISTING IMPROVEMENTS, UTILITIES AND EASEMENTS. THE PURPOSE OF ,/ C) z I - ' ,", j�?;`'j ._., `i` d„' THIS DRAWING IS TO PROVIDE THE CONTRACTOR WITH AN OVERVIEW OF ., ,, Wi, THE PROPOSED CONSTRUCTION AS IT RELATES TO THIS SITE. r ,� '' ,Sprint PCS11 11 ��' FOUNIY 4'X 4` CM, NO ID. o e� ;; ss 111'1; J`' SSSS 2. TH AS SURVE ( ATA AND EGAL D SCRIPTION FOR THIS" SHEET ARE 1 ! I I . 2 s?,: { °; E B E D L E Il{1111{ I e ,,, TAKEN FROM THE SURVEY BY GRUSENMEYER - SCOTT & ASSOC., INC. I,Illfilil �, ,��: 7 `�/ 1 I i I I r,/ '� i I YY a Qe dry s IIII r 9.9 KENNEDY BLV '11t11111 �Z / SUITE` A'-01 IIIIIIII I r ? , ': °1-111, ' r : F. 1111111111 �. , ORLANDO, FL, ':32810 CONTRACTOR IS RESPONSIBLE FURNISHING 208/120 VOLT, 200 AMP Irll o J i. e ,, SINGLE PHAS ELECTRIC SERVICE FOR THE SITE. THE CONTRACTOR SHALL 1'llllllll tit, ,� � °4�" . _. _. E 11111 _ f8 24`(111 1 I !I J - o OFFICE. 07 4;75--.05.12. '. '` COORDINATE INSTALLATION OF A POLE MQUN TED TRANSFORMER AND RISER , {III ,/ } : , ,- J' , rrrrrrrrrr rr� r r 4�lITH THE ELECTRIC UTLLITY COMPANY. .'hili{ill I �rL��' fi I.1 1111.1 I I I I ! !IIII 1'i TrI`rI'r�f�ri�rrr I FAX: (40%} :'4%, 5=0524" `: �, 111II1i1 I 4' �c IIIIIilill I!Ill;lil;l,iifllll!I1111111!Illll{11111111111II111I1111llillll ,:I 1,' 1 1111 G 11'l llt +NOTE( ONLY THOSE IMPROVEMENT, PERfUIENT TO TriE LOCATION 11.1 I.Li.LLI,I,iJ.I1h111111111,11111 i l l I .,1 a *} 1111{ f'If!(• 11I1I ililiilf OF THE INGRESS/EGRESS EASEMEw AND LEASE PARCEL ��I4'll 1 �, / I I i ! BM#11-ELEV.= 38,691 SET BOX CUT IN S. SIDE CONC. LIGHT BASE I -r I I t! 1111 tWERE-LOCATED ,I i I f I' l �!Illlil,' klillli �\ ` 111111{1 I _ Bill - 1 1 1 1 ^fit` III11111, 111111{ I� j ^, IIIIIIIII! I 1 I f•' 111{111 C�) ,� I I I I IIII r1 i I Cl�I.E, CORNER ❑F PAREI�IIr TRACT) M I iil!!lllt 1 , I i€11!1,1 i I I Ga lllillll +III "a llllllil. �f� IGHT PALE (TYP' 1I111ii1 FOUt�1D 5/8� REBdR, ND I LEGEND rl I I i I! l 1'I 1 (ll BM##2-ELEV.= 36x46; SET BOX CUT AT N.E. CORNER ❑F DROP INL'�T a = 52.06'13' '{1{111 C(�.26'S❑U ISH) , �� II�1�1111 11{1{{1'1 ffl f'1�#�1 R .= a2,5o #1111111 C1,47'�r/ESir) �11r (M) = MEASURED 1111111111 i11111ifi1111 ,/fI{llilll T 20,78' Illil{l r \ I I l I I I l 1 •III I61111111 l, � L= 38.65' 1 1 Ill /D =DEED (2) 14 CAN TILElER SLIDE GATES I 1111 11 1 III .# I I I ; � 0 i I l I ) I # l I, III I 1 I l i{ III 1 EDGE OF ASPHALT PAVEMENT FOUND 1/ P, ND ID. ' FURNISHED AND INSTALLED i I t l I, 111 #�i l l l 1l{III#IIl CI.P, IS LEANING TO THE WEST) [''./� ('�1�I G = CALCULATED I' dill 1 # I I ' 111111,Ir� r 111111111# A = 52.06'13 I I f f r. , (C) 1 , II'I f l 1 i 1- S, 250 FEET ❑F N. 484 FEET Ill I f B,1, I K �C VC_`f`ITV,( l LLP: r , B( THE CONTRACTOR 1 1 1 1 11 r II r. i t 1 I I R= s7so' I I I I «x31 WE� T) � P.O.0 =POINT OF COMMENCEMENT ,'jIi{1111# i 11111;11' 1111 Ililllli I i I r t U` 1111 III 11 1111,' OF N.E. 1/4 DF S.W. 1/4 r = 2a,lt' 11111 *� - P.O.B = POINT OF BEGINNING . �d 'illillli ll#Illl' ' t•It+'r . p 11111111 S. R -3q E. L - 52.29' S89.29'04'E 94,63' - 111:111,111 I °r -r ❑F SEC. 14, T-20 \ 1 1{ I I CU ASPHALT PAVEMEN O.R.BK. = OFFICIAL RECORDS BOOK �, III'i;lill'l l i i i 11 i i 1 i { I ' 1 I # rl ° �' r. > ♦�/' \ #IIII 1 Go 201 SOI�TH OR>A�CiE ;;AVEC. . , ; II#IIIiI.1 1'11, o I o , t I 1 I i I I I I 1111{1 1 I I 1 1 I f I I ,~ f 5 ! i I-rrrrrr,fI I I I 1 i,I \ �. ,-I'll 1'11111 I I �� cc�� rc� 11 CONG. CONCRETE / , Irlil111 I #III ( I I I I I I I 111`4 1x1+ IIIIItll1111lllllill�il,l11 I I I I{ l 111, ^ I .TUI 1 C: SQ,Q 1111 I, 1l,.it 1 IIII1IiIII N STORY II'#IIIII (I}) } \� III#( I I I !I, \LLLLLLt.1I Q E Q C. .S. = CONCRETE BLOCK STRUCTURE I E \ ' i I # # ;— <.- , 7 .- ' _-f IIII#111. \ B # i I # I f l CQMMcRCIAL I,I1•I I�t�T'r,Ii i i 1 89 2904 , 969 , i 1 ?- P O B, (15 rIIDE INGRESS/EGRESS EASEMENT) I IIII t I I o = 88 43'41' 11 > I �+ 1 11 ��, ,. ORLANDO,' `FL ':;32810`11 SQ. = SQUARE ,1;11111;1 Itril 11 _ % % `,. BUILDING , I I I i I I I 1111 i CR ;` . . i ! I I i 1 /R - 32.50' {� (x10r FIELD LOCAFED1 11'1 I I 1111{11 6' OAK. , 1x{'1'{1{11° I! r� `/ I `. F T. — FEET t i I I�I#1 I. r- 31.79' !! I j I L1 .r1 +! 1 t s 1 I 1 I 1 I I 1 I I I I I I %SIF' / I !, — I'IIIIIIII {III ;�) I I' I i I T o. 111 I I 1 I I I I I i 1111, o rob ELECT, METER'41,9 ' R W = RI HT OF WAY 1111111 4 = 88'43'4{' Illl(if L = 50.33' �� I r q 1111 i i f IIIIIIIIIIiIIIiIlllrl'f�tliiIII111lllllilll111 !li r 1� 1 u' FFI 4 ? 4 �--' 00 ,= / G I+(IIII R = n.so' jT �[' ;.. fl 1! ( Mf—pm-::��.��._'-`` .. - n] 0 CE. � . ,0 I . ,,1 .35 j IP = IRON PIPE 11111{Ili T= 17.12' 11 I i !, LIGHT POLE (TYP) b 11 I i i J� F r- I a 1 I I I L = 27.10' I I III r q 1111111111 I .�JELEc. t '✓A _ — �� —` _6' MAPLE I FAX; . 40� ..419 -5Q 1 ,: ,r 11 1R&C =IRON ROD AND CAP !'111{1{ I I1JI 1 - �, 1111rI111�%,� ! __ �� uA1�- ; r-� sn., MEW TOWER r , (Ti II A _ C } 11111111 1� 11111 IT - ti ji , _ / a t IIII /� \ s i N&D NAIL AND DISK II111111 1 a� I�111lIIIIIII . ! 1 ,, Iq]llI % 1, 1 v 1111111111 .'',� s+� - -- i, 60.00' I a tllil%/ IIIIIIIIit+' / 1Iwo CM = CONCRETE MONUMENT 1 I 111. C� III 1 ' III I I I �l III #III ! I I III 111 I 1 I i,! r^ IIIIIiII J i' (612:" SPILLWA, i, �,.'n n 1 IDI I. = IDENTIFICATION IIII 1 111, i I•II 2w I I I t i �/ , / _ / , 7z: .ra `('� I o ,�� IIIIIIIIII °2 11111111, i, III ,�;0 I Q- �t'S3'4$' �w �� Ii�lii�#I{ �',' �� 33 :�, �--219'-7 I U7 ' IIIiI / / _ IIII A: b' t., c, R= 67.51' I l I I i r- r 'a �-- I I 1 I f I t I i, I w / _ T �� R SETBACK; 200' MINIMUM T❑ RESIDENTIAL ZONE LINE) R � T ' NO' 39 0, ; ' (TYP) TYPICAL I i # I. 1 t 1 I I I. / ." 1,1f 1� WIDE INGRES.�/EGR_SS -EASEMENT T = 1,11111111 RET NT1QN o� 4 1 v P . 0 EC 4 illllill I 11{lilill / � I1 1 ; y 3285' EE �/ PGND PP = POWER POLE i I l l 11111 ISI s o = 129.37'47` I L = 61.15' Iljliiillil i. % �, �, it ca. K .` L ., , �. _. I b I'Illlllll 111 I II R = 17.36` : , I f { I I TOE QF BANK / I (Y (� ELEV. = ELEVATION IIII,{ 1 ISI r = 36.9;' ,III11111 /, o _� APPROXIMATE LOCA TION ❑� v� o IIII x11{1, IIl[I / / BM = BENCHMARK ISI IIII �111111;1! L = 39zJ' (IIII �- — _ l I ITY Il � 1ili' a 129.37'47 IIIiljlill i �` _ 1 OF ZONING LINEI Li L DRAWN BY; JBN OHU OVERHEAD U T L { , _ - �Iil{li!II R _ 32.36'` _ i 11 I �' \ �6 \ 1 Z1 , ' o =SET 5 $ REBAR &CAP LB 4741 11111111'' T = 6a.ar Sa9'a1 �9'f za 3 aa' / /1 1 J I _ ,__. ._ n I, I' 1 I Illltl III. / / \ q� , L - 73.21' , f I { OCATION F TRI A r1'tI I i'll( 1111111 �� \ TC]P pF BAN �t I N - UNLESS OTHERWISE NOTED rl I1 1 L 0 ELEG C L #111 111lIir1i1llii, 1#II i,l #IIIII1111}tcn� ( ) IIII 1 I : 1 ! 11 {III 1 1 l I :III { I, , . i, I� �c fIII{ 1 l i I I I i l 4' WYCR CH R'r MAPLE / ,r I 'CHECKED Y' ,CWS GUY ANCHORS c rYP7 i Il{i 1111 I I{ #III { I I f l l l l i l t i l l l 1 I I I I{ I V I I I 1 11 I I ISI x''I I I t i l( f 1 #( I I I I B LE P,❑.B• (40 X 60 LEAH PARCEL) �' E ED B i DISTRIBUTION RISER i# I I #III I I I I I I I I i I i I I I!! I i I I I{ I I I TI: ,I'I t+l I II / A( \ i —33- — CONTOUR UNE IIII �_ ! t1! ! ! 1!! il#Ir!FIIII f / _ fn l I (1111;111 EDGE OF ASPHALT PAVEMEI` 7 �_ PI89 41'2° `J 243.49'—r�f�fi El / IT 1 1 T f diff TlT i t T f r'I'I I I I I I �ly}, 8 BAY_ --- ..-� —_ — 3 t 'Z _ f^ / D = 51'53'48' 32 r lillliti. \\ I I il! W" _ OVERHANG j / R = 82.51, �- " I I I' I 11 1 *11{11 Il till lll�lf ,I, 11,111, Ill i'I,t I�1111 1 { � r / 0 1 11 II11 1111 III tfit 1111111 111 11 I 1 1 / II I I I I I i I' I{ 'i' I L N C N o I! iIII1111Jfi1flllilllll,111111.1111111f111fi11}:IIIIIIIIIIIilllllfllllllll II Illlllliii II 1f1,1 Q( ❑IERNAh�SINr❑ / T 10.15 �__� �IIII{IIIIIIIIIfIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIfI Jtlllllliillllll{IIItlIII II#Itllllii{IIIIIII`1"ll'II) n I{illl 11111111111111 IIII11IIIIIIIIIIIIIIIIIIiII ,I{(Iliiilllilllfllllilil Iflllil{Illl!{IIIIIIflllil1111 / % EasEMCnri.a' _ _ -� z , I s , LILLLL�IL# 1 N t i,1 1 i I 1 I I{ 1111 I I 1 1 11111111-JL1111 Li LLL ! LLl ! t 1 I t I I 11.1111 I LI:I #.l I I Ll ],J I! I! I!I,'JillI,I,LI I t DGE OF ASPH.f�c PAVEMENT L J4.73, r � / ._— �� TREE L _ _ �-. �.:.:.. a.- ..moo. . \ .. mss..- _ ...-_- .•... ... ..-� _ _ .. _ _. _ ..: ... _ �» ... _ _ _ N� � so o� .� . —17HJ CHU --uHu u1,," -_ . ._ . — - — — ._....o ._ _ Y. _. _ _ N89 I2'IS J 519.69' 32 -517- __�. _— L; C r r ' / �-_ - 'u N , WOOD UTILITY POLE Y V Diu ,89'42'151"W(M)1. --- �— w ---- 2 CURB & GUTTER 1196.05 (M) TELEPHONE RISER (TY ) >, aHu ----_ WOOD UTILITY POLE CfYP1 ,; / / NEW U G SCH 40 PVC CONDUIT �r , 6 CHAIN LtP#K FENCE NEW U G SCH 401 .PVC CONDUIT r, �,. uL�rIT -PALE (r rP) „ / ,: 2',� FOR ELECTRICAL ,,;. „1 :. ,,. .v�� o WOOD UTILITY POLE (TYP) (2) 2 FUR TELEPHONE r~ - - , R < S# 44 x w . 2 FOUND 1/2 I & C,, L 31 a r ❑UND V IP&C, LB4377 � - • .. 1 , .. ti, i m Y. ,w 04.13 WEST, ; „• ., , .:, , f _ TELCO ,CONNECTIO)N °' FOUND 2 IP, NO ID, ;.: . `5 (2,91 SOUTH) I. . ,. / DESCRIPTION OF 15 FEET WIDE INGRESS EGRESS: OF CURVATURE ❑F A CURVE CONCAVE TO THE SOUTHEAST; THENCE RUN 3. / +` 1 NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS ❑F 57.50 ` :':: FOUND 3/8' IR&C, 'V.K.S.' FEET, ' A CENTRAL ANGLE OF 52°06'13', A DISTANCE OF 52.29 FEET T❑ THE ___ ..- - ` (UNDER SIDEWALK CORNER) A PARCEL OF LAND LYING IN SECTION 1.4, ;TOWNSHIP 20 SOUTH, RANGE 30 EAST, POINT OF TANGENCY; THENCE RUN SOUTH 89°29'04' EAST, A DISTANCE ❑F "' , SEMINDLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS1 94,63 FEET; THENCE RUN SOUTH 00°17'45' WEST, A DISTANCE QF 51.55 FEET COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF THE TD THE POINT ❑F BEGINNING. SOUTHWEST 1/4 ❑F AFORESAID SECTION "14, RUN SOUTH 00°04'50' : WEST, AILONG ABOVE DESCRIBED EASEMENT CONTAINING 0.251 ACRES, MORE OR LESS. THE EAST LINE OF SAID NORTHEAST 1/4' OF THE SOUTHWEST 1/4„ A DISTANCE ❑F 483,83 FEET; THENCE `DEPARTING SAID EAST "LINE RUN NORTH 89°42'15' I IWEST, A DISTANCE OF 519.69 FEET; THENCE; RUN NORTH `00°17'45" EAST, SURVEYOR'S NOTES: ,. A DISTANCE OF 64,93 FEET T❑ A 5/8' ,IRON ROD AND CAP, L $# 4741; THENCE 1 THIS BOUNDARY & TOPOGRAPHIC SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ;', CONTINUE NORTH 00°17 45 EAST A DISTANCE OF 40.00 FEE I T❑ A 5/8 IRON ) ; CENTER OF LEASE PARCEL (PROPOSED TOWER) COORDINATES: ORIGINAL RAISED SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR AND z RDD AND CAP, LB# 4741; THENCE RUN N❑RTH 89°42'15' WEST, A DISTANCE OF MAPPER. 111.1 I NAD83 NAD27 22.50 FEET TO A POINT ON THE NORTH .LINE OF A 40 FEET BY 6�0 FEET (LEASE 2) I .HAVE REVIEWED THE FIRST AMERICAN TITLE INSURANCE .COMPANY'S . TITLE 1 2-45-98 8Ip & P�RMIT'iSSUE. PARCEL, SAID PRINT BEING THE POINT OF BEGINNING; THENCE CONTINUE COMMITMENT No.: OR03XC056 WI TH AN EFFECT( LATITUDE: 28'44'53.00285" LATITUDE: 28°44'52.02171; \ VE DATE OF OCTOBER 24, 1997, . LONGITUDE: 81'17"27.790610 NORTH 89942'15"/EST, A; DISTANCE OF 15.00 FEET, THENCE DEPARTING SAID AND: CERTIFY THAT EXCEPT AS OTHERWISE NOTED ON THIS SURVEY, FHE SAME 0 1-26-98 REVIEW ISSUE , LONGITUDE: 81'17'27.02885" F NORTH LINE OF ABOVE DESCRIBED LEASE PARCEL, RUN NORTH 00017'45" DEPICTS THE PERTINENT MATTERS OF RECORD SET FORTH IN THAT TI TLE COMMITMENT. i 4' GROUND ELEVATION AT BASE OF TOWER: 35 FEET (NGVD'29) EAST, A DISTANCE OF 36.61 FEET; THENCE RUN NORTH 89°29'04' WES-r, A 3) THE 'PURPOSE OF THIS SURVEY IS TO IDENTIFY THE LEASE BOUNDARY AND REv. DATE pESCRIPT. , , OVERALL HEIGHT OF TOWER: N/A DISTANCE ❑F 79.69 FEET TO THE POINT ❑F CURVATURE ❑F A CUR�fE CONCAVE MAP 'THE FEATURES WITHIN THE AREA SHOWN HEREON AS SPECIFIED BY THE HEIGHT ABOVE MEAN SEA LEVEL: N/A T❑ THE SOUTHEAST; THENCE RUN SOUTHWESTERLY ALONG THE -ARC OF SAID CLIENT. ' ` CURVE, HAVING A RADIUS: OF 42.50 FEET, A CENTRAL ANGLE DF 52°06'13', A 4) UNDERGROUND IMPROVEMENTS, SUCH AS FOUNDATIONS AND UTILI'1IES, DISTANCE ❑F 38.65 FEET TO THE POINT OF TANGENCY; THENCE RUN SOUTH WERE NOT LOCATED UNLESS OTHERWISE SHOWN. 38°24'43" WEST, A DISTANCE OF 83.19 FEET TO THE P❑INT OF CURVATURE ; OF 5 THE BEARINGS SHOWN HEREON ARE ASSUMED; RELATIVE TO THE EASTERLY RIGHT - DESCRIPTION OF PARENT TRACT; A CURVE CONCAVE TD THE NORTHWEST; THENCE RUN SOUTHWESTERLY ALONG OF, WAY LINE OF S.R. 15 AND 600 (U.S. HIGHWAY 17 & 92) AS BEING N 41'12'40"E. AS RECORDED IN OFFICIAL RECORD BOOK 3132, PAGE 1903, PUBLIC RECORDS CENTRAL a THE ARC OF SAID CURVE, HAVING A RADIUS OF 82,51 FEET, A C OF SEMINDLE COUNTY, FLORIDA. ANGLE ❑F 51°53'48', A DISTANCE OF 74.73 FEET TO THE POINT 6) THE GEOGRAPHIC COORDINATE VALUES (i.e. LATITUDE AND LONGITUDE) SHOWN HEREON OF TANGENCY; ARE BASED UPON SEMINOLE COUNTY HORIZONTAL CONTROL SYSTEM, BASED ON THE S I T.E N O . � 0 5 � ., s' THENCE RUN NORTH 89°41`29" WEST, A DISTANCE OF 243,44 FEET TO FOLLOWING GPS CONTROL STATIONS: " p THE SOUTH 250 FEET OF THE NORTH 484 FEET OF THE NORTHEAST 1/4 OF THE THE PDI,T ❑F CURVATURE DF A CURVE CONCAVE TO THE NORTHEAST; FLEA WORLD ': , SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, LYING •' THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING 0113/DAN MARTIN t t EAST OF S.R. 15 AND 600 (U.S, HIGHWAY 17 & 92), PUBLIC RECORDS, SEMINDLE A RADIUS OF 32.36 FEET, A CENTRAL ANGLE OF 129°37'47', A DISTANCE LATITUDE: 28°44'33.04547"N I LONGITUDE: 81'1 /'56.65053"W (NAD 83/90) �" COUNTY, FLORIDA. - OF 73.21 FEET TO THE POINT OF TANGENCY; THENCE RUN NORTH 39°56'18` 0117/M. BISHOP , ABOVE DESCRIBED PARENT TRACT CONTAINING 6,242 ACRES, MORE OR LESS. EAST, A DISTANCE OF 27.17 FEET T❑ THE POINT ❑F CURVATURE OF A „ CURVE CONCAVE TO THE 'WEST; THENCE RUN ALONG THE ARC OF SAID CURVE LATITUDE: 284423.46248 N LONGITUDE: 81'1748.39456 w (NAD a3/9o) OVERALL SITE PLAN IN A NORTHWESTERLY DIRECTION, SAID CURVE HAVING A RADIUS OF 17.50I I ` FEET, A CENTRAL ANGLE OF 88°43'41', A DISTANCE OF 27,10 FEET TD TME 7) THE ,ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE SEMINOLE COUNTY 40 0 40 80 , ,' POINT OF TANGENCY; THENCE RUN NORTH 48047'20" WEST, A DISTANCE OF VERTICAL DATUM -(NGVD 29) BASED ON THE FOLLOWING BENCHMARKS: DESCRIPTION OF 40 FEET X 60 FEET LEASE PARCEL: 34.95 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF S.R. 15 AND 600 >,r , 2605601 ELEVATION 41.386 P.K. NAIL &DISK Ifs! S.E. CORNER OF CON(. SCALE: 1 40 (U,S. HIGHWAY 17&92); THENCE RUN NORTHEASTERLY ALONG SAID EASTERLY SLAB OF SIGN BASE (JIM LASH BLUE BOOK ,: ' A PARCEL OF LAND LYING IN SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, RIGHT-OF-WAY LINE NORTH 41°12'40" EAST;- A DISTANCE OF 15.00 FEET; THENCE CARS , 44,2 f W. 9F E/P OF . BOUND LANE SHEET TITLE ' SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4 OF 17/92 & 850.6 f ,N. OFC L OF N. BUSH DEPARTING SAID EASTERLY RIGHT-qF- r`/AY LINE; RUN SOUTH 48 47 20 EAST, LEGEND: (UNDERGROUND UTILITIES) A DISTANCE OF 34.95 FEET T❑ A POINT OF CURVATURE OF A CURVE CONCAVE TO BLVD. (ON WEST SIDE OF 17/ 2). - ' P ,` t t ---- U/E ---- UNDERGROUND ELECTRICAL 1. � _, COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF THE 2605201 ELEVATION 54.722 P.K. NAIL & DISK IN TOP CENTER OF SIDENALK11 I1�1 ° " THE WEST, THE�lCE RUN SOU THEAS' ERLY ALONG THE AR� DF SAID CURVE, HAVING A SOUTHWEST 1/4 OF AFORESAID SECTION 14, RUN SOUTH 00 04 SO WEST, ----U T ---- TELEPHONE ° " SLAB, 22 S. OF S. DRN/Y E TRANCE TO RADIUS ❑F 32.50 FEET, A, CENTRAL ANGLE -' OF 88 43 41 , A DISTANCE OF 50,33 J SITE SURVEY ALONG THE EAST LINE OF SAID NORTHEAST 1/4 ❑F THE SOUTHWEST 1/4, A SEM. CO. ,FIRE STATION �y�35 -BLDG. #201, n ; N00' 17'45' E 40.00 z \ Go \ N \\NEW TOWER c \ a, \ o \ o \ o \� w OF 0 0 0 0 r II � �� w B 1 a� �— E;L - LDL] 6 I `V I \ �/ BTS i FUTURE BTS YJ / ME V I MINI -PPC r i ' S00' 17' 45" W 40.00 I '1 1 ANTENNA AND COAXIAL CABLE SCHEDULE SECTOR ANTENNA MODEL D01�lNTILT AZIMUTH COAX DIAMETER APPROX. LENGTH COLOR CODE ALPHA I AP 18 0° 00 1 S/8" ISO, YELLOW,BROWN,WHITE ALPHA 2" AP 18 00 0° 1 S/8" ISO' YELLOW,WHITE,HHITE BETH 1 AP 18 0° 1200 1 S/8" ISO, RED, BROWN, WHITE ,.BETA 2 AP 18 013 1200 1 5/8" ISO, RED,WHITE,WHITE GAMMA 1 AP 18 00 240° 1 5/81/ 1SO' GREEN,BROWN,WHITE GRMMFl`2 '' AP 18 0° 240° 1 S/8" ISO' GREEN➢WHITE`WHITE ' .. .: :- : .. .'. � ..' _. ,. __, �( � L� F I V V I \VVI '1 V 4 / =1 \ ♦ B. MIDDLE OF TOWER, IF CABLE RUN IS OVER 200', ' 1' ' am mazzaammumum 1 �...... ONE END MECHANICALLY CONNECTED TO GROUND .. .. .. .r._ v_ -. .. ,E ._,e ,rt„......�e...au .9., .. #ul. r. •....... .k._..��..-. ELEC. METER BAR. C. BOTTOM OF TOWER, ONE END MECHANICALLY k 3 '�. CONNECTED TO GROUND BAR. ' D. LAST WAVEGUIDE SUPPORT POST (NEAREST TO v RFFE'S), ONE END MECHANICALLY CONNECTED TO a GROUND BAR (IF APPLICABLE). s �- w 4. ALL TOP JUMPERS WILL BE 6' IN LENGTH, FURNISHED Q BY "SPRINT PCS' AND INSTALLED BY CONTRACTOR. t r 5. ALL MAIN' CABLES WILL BE COLOR CODED AT THREE LOCATIONS: In A. ANTENNA LOCATION 77777 g 00 \ I B. BOTTOM OF TOWER , r C. PRIOR TO ENTERING RFFE EQUIPMENT N I CV Cli :.� m t ♦ ; s g; o \' 9 r. �o ( A 2-05-98- Bid & PERMIT =ISSUE `!< � f 0 1-26-98 REVIEW 15SUE:.` l REV DATE RESCRIPTION , I f SITENO. 05& FLEA,,;' OR,LCJ INSTALL COAX -GROUNDING "} KIT AND GROUND BAR y SEE DETAIL B, SHEET G-2 I t " W GPS I . RFFE — I BTS LEGEND: (UNDERGROUND UTILITIES MINI—PPG SHEETTITLE,' --U/E-- UNDERGROUND ELECTRICAL- , J h Vrt � ✓k. -U/T--_ TELEPHONE T.O.C. 'v .. 1 BOE EXIST. GRADE, :: ENLARGED _ .. ., :•.:'AND: �,,, , r }[ ,,((.._. .. .: :- : .. .'. � ..' _. ,. __, �( ',; .,. .. r- ... _.. S• i At.$X a ., e...1 ..... L� F 777 3iRx . ammummum won am mazzaammumum 1 �...... .: ...: - -:. :., <.. � - ,. ,: . -.. ,- ., ,. -.. .. .. .. .r._ v_ -. .. ,E ._,e ,rt„......�e...au .9., .. #ul. r. •....... .k._..��..-. A UTILITY RISER DIAGRAM CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRIC AND TELEPHONE SERVICE WITH THE UTILITY COMPANIES. ALL COSTS ASSOCIATED WITH FURNISHING ELECTRIC 'AND TELEPHONE SERVICE SHALL BE PAID BY THE CONTRACTOR. �I I( #2 AWG GROUND IN 1/2" FLEXIBL.E CONDUIT man 7 FEMALE COUPLING OZ/GEDNEY a , Sprint RCS 0 3/4" PVC TO ECR —� 40-20OFM FUTURE Y 997 W. KENNEDY `BLV SUITE 1/2" STRAIGHT LIQUIDTIGHT , C FAX: (407), 475'-=0524 . CONNECTORS OZ/GEDNEY \ -------------------------------" --------------------� 15j!f ENDS OF FLEXIBLE CONDUIT BLACK & VEAT C H,LLP , y: 40-50 SEALED w/ DAP KWIK FOAM SUITE 500 ,-�,��, ORLANDO,'FL.3281 O 2" FLEXIBLE CONDUIT LIQUATITE LT17 � � `r `r SLAB �- 2" STRAIGHT LIQUIDTIGHT CHECKED BY: Cws ( �� CONNECTORS OZ/GEDNEY 4Q -200 -FG 1 SET OF (3) 1" POWER O CABLES IN 2 1/2" FLEXIBLE CONDUIT — — — — 3/4" PVC TO EGR CABLE ENTRANCE OPENING (EXPANDABLE TO 27") 1 2-05-98 BID & PERMIT ISSUE. 0 1-26-98 REVIEW ISSUE 2 1/2" STRAIGHT LIQUIDTIGHT REV DATE DESCRIPTION SITE NO. 056 t r'z i CONNECTOR OZ/GEDNE'r 4CFLAQW§ 2" TRAIGHT LIQUIDTIGHT CONNECTORS OZ/GEDNEY 4Q-200TG L IIiI 3 SETS OF �4) 1/2" COAX III I CABLES IN 2' FLEXIBLE EDGE OF EQUIPMENT SLAB CONDUIT IT END OF FLEXIBLE CONDUIT 12." 36" TYPICAL OF 2" CONDUIT FOR 1. 200 AMPERE METER SOCKET TO BE FURNISHED AND INSTALLED BY CONTRACTOR. METER SOCKET & INSTALLATION TO MEET ELECTRIC UTILITY COMPANY REQUIREMENTS. 2. ALL CONDUIT AND DUCT 90'/45' ELBOWS OR SWEEPS MUST HAVE A 12" MIMIMUM RADIUS. RACEWAY NOTES: j. CONTRACTOR SHALL FURNISH AND INSTALL RACEWAY LISTED BELOW. �1 ONE 2" DIA. RGS CONDUIT UNDER FOUNDATION TRANSITIONING TO PVC SCH 40 DUCT FOR ELECTRIC SERVICE: COORDINATE ROUTE FROM METER SOCKET TO ELECTRIC UTILITY RISER POLE WITH ELECTRIC UTILITY COMPANY. FURNISH AND INSTALL ALL RISER POLE RACEWAY IN ACCORDANCE, WITH ELECTRIC UTILITY REQUIREMENTS. FURNISH AND INSTALL PULLBOXES ALONG DUCT ROUTE AS REQUIRED TO PULL CABLE. O2 2" DIA RGS CONDUIT CONNECTING METER SOCKET TO MINI --PPC FOR ELECTRIC SERVICE (IF APPLICABLE). OTWO 2" DIA RGS CONDUITS UNDER FOUNDATION TRANSITIONING TO PVC SCH 40 DUCT FOR TELEPHONE SERVICE. COORDINATE ROUTE FROM MINI -PPC TO TELEPHONE PEDESTAL WITH TELEPHONE COMPANY. FURNISH AND INSTALL ALL INTERFACE RACEWAY FOR TELEPHONE SERVICE IN ACCORDANCE WITH TELEPHONE COMPANY REQUIREMENTS. INSTALL 1/4" ROPE PULL LINE IN EACH DUCT. CONTRACTOR SHALL KNOCKOUT HOLES AT MINI -PPC INTERFACE TO ACCOMMODATE CONDUITS. STUB -UP PVC ABOVE GROUND AT POINT OF DEMARCATION. STUB -UP SHALL BE CAPPED BUT NOT GLUED IN PLACE. 4� 2" DIA PVC SCH 40 DUCT FOR ELECTRIC SERVICE FROM MINI -PPC TO BTS UNIT. CONTRACTOR SHALL KNOCKOUT HOLES AT MINI -PPC INTERFACE TO ACCOMMODATE DUCTS. O2" DIA PVC SCH 40 DUCT FOR COMMUNICATIONS FROM MINI -PPC TO BTS UNIT. CONTRACTOR TO FURNISH AND INSTALL A 4" TO 2" CONDUIT REDUCER FOR EACH CONDUIT AT MINI -PPC INTERFACE. STUB UP DUCTS 3" ABOVE FOUNDATION AT BTS. ADDITIONAL RACEWAY NOTES: 3/4" DIA PVC SCH 40 DUCT FOR BTS ALARM CABLE FROM MINI -PPC TO BTS UNIT. CONTRACTOR SHALL KNOCKOUT HOLES AT MINI -PPC INTERFACE TO ACCOMMODATE DUCTS. STUB UP 3" ABOVE FOUNDATION AT BTS. 2" DIA PVC SCH 40 DUCT FOR RFFE POWER FROM BTS UNIT. STUB UP DUCT 3" ABOVE FOUNDATION AT BTS, SEE RFFE SUPPORT DETAIL (SHEET S-2) FOR DUCT INSTALLATION AT RFFE. 3" DIA PVC SCH 40 DUCT FOR RFFE RF COAX AND TEST COAX CABLES FROM BTS UNIT. SEE RFFE SUPPORT DETAIL (SHEET S-2) FOR DUCT INSTALLATION AT RFFE. 1" DIA PVC SCH. 40 DUCT FOR GPS ANTENNA CABLE FROM RFFE SUPPORT TO BTS UNIT. SEE RFFE SUPPORT DETAIL (DWG S-2) FOR DUCT INSTALLATION AT RFFE. 3/4" DIA PVC SCH 40 DUCT FOR GROUNDING CONDUCTOR TO EXTERIOR GROUND RING. STUB OUT PVC 6" BEYOND CONCRETE FOUNDATION BELOW GRADE. STUB UP 3" ABOVE FOUNDATION AT BTS AND RFEE GROUND BAR INSTALLATION. CUT DUCT FLUSH WITH FOUNDATION FOR GROUNDING CONNECTION TO MINI -PPC SUPPORT STRUCTURE. TERMINATE GROUNDING DUCTS IN MINI -PPC ELECTRIC AND TELCO CHAMBERS. CONDUCTOR No-rES: CONTRACTOR SHALL FURNISH, INSTALL AND TERMINATE CABLES LISTED BELOW UNLESS OTHERWISE NOTED. O1 3 — //3/0 AWG AND 1 — #4 AWG, 600 VOLT, 90'C, COPPER CONDUCTORS FROM ELECTRIC UTILITY RISER POLE TO METER SOCKET. ELECTRIC UTILITY COMPANY TO MAKE FINAL CONNECTION AT RISER POLE. O3 #3/0 AWG, AND 1 — #4 AWG 600 VOLT, 90'C, COPPER CONDUCTORS FROM METER SOCKET TO MINI—PPC. O3 -TELEPHONE SERVICE CABLE TO BE FURNISHED BY LOCAL TELEPHONE COMPANY. O3 — #12 AWG AND 1 — #4 AWG, 600 VOLT, 90'C, COPPER CONDUCTORS FROM MINI—PPC TO BTS UNIT. O1 COMMUNICATION CABLE BETWEEN MINI—PPC AND BTS UNIT. CABLE SHALL BE BELDEN 9315, 15 TWISTED PAIR SHIELDED CABLE OR ACCEPTABLE EQUAL. ADDITIONAL CONDUIT NOTES: 1 ALARM CABLE BETWEEN MINI—PPC AND BTS UNIT. CABLE TYPE AND CONSTRUCTION SHALL BE AS SPECIFIED BY SPRINT PCS. 3 — THREE CONDUCTOR #8 AWG, 600 VOLT, 90'C, COPPER CONDUCTOR, SHIELDED RFFE POWER CABLES, ONE POWER CABLE SHALL BE TERMINATED AT EACH RFFE THEN RUN ALL THREE CABLES BACK TO THE BTS IN THE RFFE POWER DUCT. 3 — 1 /2" . DIA COAX RF CABLES AND 'I — 1/2" DIA COAX TEST CABLE. COAX CABLE TO BE FURNISHED BY SPRINT PCS AND INSTALLED BY CONTRACTOR, 1 — 1 /2" DIA COAX CABLE BETWEEN GPS ANTENNA AND BTS UNIT. CABLE TYPE SHALL BE AS SPECIFIED BY SPRINT PCS. #2 AWC TINNED SOLID BARE COPPER CONDUCTOR TO BE USED FOR GROUND CONDUCTOR UNLESS OTHERWISE NOTED. EQUIUPMENT FURNISHED BY SPRINT PCS AND INSTALLED BY CONTRACTOR I CDMINI -PPC MANUFACTURED BY NORTEL QUANTITY - ONE OBTS MANUFACTURED BY NORTEL QUANTITY ONE ORFFE MANUFACTURED BY NORTEL ^t 4 ' � 5 ELECTRICAL POWER & TELEPHONE man 7 a , Sprint RCS 0 3/4" PVC TO ECR —� x t S ) FUTURE Y 997 W. KENNEDY `BLV SUITE h , C FAX: (407), 475'-=0524 . -----1-- ---- -------------------------------" --------------------� 15j!f ENDS OF FLEXIBLE CONDUIT BLACK & VEAT C H,LLP , y: SEALED w/ DAP KWIK FOAM SUITE 500 2 1/2" FLEXIBLE CONDUIT: ORLANDO,'FL.3281 O i LIQUATITE LT17 FAX: (407) 419,-3501 2" FLEXIBLE CONDUIT: EDGE OF EQUIPMENT LIQUATITE LT16 SLAB �- 6" DEEP (5" LOADING DEPTH) 1. 200 AMPERE METER SOCKET TO BE FURNISHED AND INSTALLED BY CONTRACTOR. METER SOCKET & INSTALLATION TO MEET ELECTRIC UTILITY COMPANY REQUIREMENTS. 2. ALL CONDUIT AND DUCT 90'/45' ELBOWS OR SWEEPS MUST HAVE A 12" MIMIMUM RADIUS. RACEWAY NOTES: j. CONTRACTOR SHALL FURNISH AND INSTALL RACEWAY LISTED BELOW. �1 ONE 2" DIA. RGS CONDUIT UNDER FOUNDATION TRANSITIONING TO PVC SCH 40 DUCT FOR ELECTRIC SERVICE: COORDINATE ROUTE FROM METER SOCKET TO ELECTRIC UTILITY RISER POLE WITH ELECTRIC UTILITY COMPANY. FURNISH AND INSTALL ALL RISER POLE RACEWAY IN ACCORDANCE, WITH ELECTRIC UTILITY REQUIREMENTS. FURNISH AND INSTALL PULLBOXES ALONG DUCT ROUTE AS REQUIRED TO PULL CABLE. O2 2" DIA RGS CONDUIT CONNECTING METER SOCKET TO MINI --PPC FOR ELECTRIC SERVICE (IF APPLICABLE). OTWO 2" DIA RGS CONDUITS UNDER FOUNDATION TRANSITIONING TO PVC SCH 40 DUCT FOR TELEPHONE SERVICE. COORDINATE ROUTE FROM MINI -PPC TO TELEPHONE PEDESTAL WITH TELEPHONE COMPANY. FURNISH AND INSTALL ALL INTERFACE RACEWAY FOR TELEPHONE SERVICE IN ACCORDANCE WITH TELEPHONE COMPANY REQUIREMENTS. INSTALL 1/4" ROPE PULL LINE IN EACH DUCT. CONTRACTOR SHALL KNOCKOUT HOLES AT MINI -PPC INTERFACE TO ACCOMMODATE CONDUITS. STUB -UP PVC ABOVE GROUND AT POINT OF DEMARCATION. STUB -UP SHALL BE CAPPED BUT NOT GLUED IN PLACE. 4� 2" DIA PVC SCH 40 DUCT FOR ELECTRIC SERVICE FROM MINI -PPC TO BTS UNIT. CONTRACTOR SHALL KNOCKOUT HOLES AT MINI -PPC INTERFACE TO ACCOMMODATE DUCTS. O2" DIA PVC SCH 40 DUCT FOR COMMUNICATIONS FROM MINI -PPC TO BTS UNIT. CONTRACTOR TO FURNISH AND INSTALL A 4" TO 2" CONDUIT REDUCER FOR EACH CONDUIT AT MINI -PPC INTERFACE. STUB UP DUCTS 3" ABOVE FOUNDATION AT BTS. ADDITIONAL RACEWAY NOTES: 3/4" DIA PVC SCH 40 DUCT FOR BTS ALARM CABLE FROM MINI -PPC TO BTS UNIT. CONTRACTOR SHALL KNOCKOUT HOLES AT MINI -PPC INTERFACE TO ACCOMMODATE DUCTS. STUB UP 3" ABOVE FOUNDATION AT BTS. 2" DIA PVC SCH 40 DUCT FOR RFFE POWER FROM BTS UNIT. STUB UP DUCT 3" ABOVE FOUNDATION AT BTS, SEE RFFE SUPPORT DETAIL (SHEET S-2) FOR DUCT INSTALLATION AT RFFE. 3" DIA PVC SCH 40 DUCT FOR RFFE RF COAX AND TEST COAX CABLES FROM BTS UNIT. SEE RFFE SUPPORT DETAIL (SHEET S-2) FOR DUCT INSTALLATION AT RFFE. 1" DIA PVC SCH. 40 DUCT FOR GPS ANTENNA CABLE FROM RFFE SUPPORT TO BTS UNIT. SEE RFFE SUPPORT DETAIL (DWG S-2) FOR DUCT INSTALLATION AT RFFE. 3/4" DIA PVC SCH 40 DUCT FOR GROUNDING CONDUCTOR TO EXTERIOR GROUND RING. STUB OUT PVC 6" BEYOND CONCRETE FOUNDATION BELOW GRADE. STUB UP 3" ABOVE FOUNDATION AT BTS AND RFEE GROUND BAR INSTALLATION. CUT DUCT FLUSH WITH FOUNDATION FOR GROUNDING CONNECTION TO MINI -PPC SUPPORT STRUCTURE. TERMINATE GROUNDING DUCTS IN MINI -PPC ELECTRIC AND TELCO CHAMBERS. CONDUCTOR No-rES: CONTRACTOR SHALL FURNISH, INSTALL AND TERMINATE CABLES LISTED BELOW UNLESS OTHERWISE NOTED. O1 3 — //3/0 AWG AND 1 — #4 AWG, 600 VOLT, 90'C, COPPER CONDUCTORS FROM ELECTRIC UTILITY RISER POLE TO METER SOCKET. ELECTRIC UTILITY COMPANY TO MAKE FINAL CONNECTION AT RISER POLE. O3 #3/0 AWG, AND 1 — #4 AWG 600 VOLT, 90'C, COPPER CONDUCTORS FROM METER SOCKET TO MINI—PPC. O3 -TELEPHONE SERVICE CABLE TO BE FURNISHED BY LOCAL TELEPHONE COMPANY. O3 — #12 AWG AND 1 — #4 AWG, 600 VOLT, 90'C, COPPER CONDUCTORS FROM MINI—PPC TO BTS UNIT. O1 COMMUNICATION CABLE BETWEEN MINI—PPC AND BTS UNIT. CABLE SHALL BE BELDEN 9315, 15 TWISTED PAIR SHIELDED CABLE OR ACCEPTABLE EQUAL. ADDITIONAL CONDUIT NOTES: 1 ALARM CABLE BETWEEN MINI—PPC AND BTS UNIT. CABLE TYPE AND CONSTRUCTION SHALL BE AS SPECIFIED BY SPRINT PCS. 3 — THREE CONDUCTOR #8 AWG, 600 VOLT, 90'C, COPPER CONDUCTOR, SHIELDED RFFE POWER CABLES, ONE POWER CABLE SHALL BE TERMINATED AT EACH RFFE THEN RUN ALL THREE CABLES BACK TO THE BTS IN THE RFFE POWER DUCT. 3 — 1 /2" . DIA COAX RF CABLES AND 'I — 1/2" DIA COAX TEST CABLE. COAX CABLE TO BE FURNISHED BY SPRINT PCS AND INSTALLED BY CONTRACTOR, 1 — 1 /2" DIA COAX CABLE BETWEEN GPS ANTENNA AND BTS UNIT. CABLE TYPE SHALL BE AS SPECIFIED BY SPRINT PCS. #2 AWC TINNED SOLID BARE COPPER CONDUCTOR TO BE USED FOR GROUND CONDUCTOR UNLESS OTHERWISE NOTED. EQUIUPMENT FURNISHED BY SPRINT PCS AND INSTALLED BY CONTRACTOR I CDMINI -PPC MANUFACTURED BY NORTEL QUANTITY - ONE OBTS MANUFACTURED BY NORTEL QUANTITY ONE ORFFE MANUFACTURED BY NORTEL ^t 4 ' � 5 man 7 a , Sprint RCS j. x t S ) Y 997 W. KENNEDY `BLV SUITE ORLANDO, FL,: -32810 , OFFICE:, (407) :475--051 FAX: (407), 475'-=0524 . 15j!f BLACK & VEAT C H,LLP , y: 201 SOUTH ORANGE ` AVE. ". SUITE 500 ORLANDO,'FL.3281 O OFFICE: (407) 419--`3500 FAX: (407) 419,-3501 PROJECT NO: 39486 DRAWN BY: JBN CHECKED BY: Cws 1 2-05-98 BID & PERMIT ISSUE. 0 1-26-98 REVIEW ISSUE REV DATE DESCRIPTION SITE NO. 056 FLEA WORLD r'z i QUANTITY - THREE ' 4 GPS ANTENNA 'NOT SHOWN QUANTITY - ONE Z. �,n��,r�r v oFENCE LINE CONTINUES ' TO EXTERNAL GROUND RING WITH #2 AWG t,vvJ AROUND SITE PERIMETER I I nr� „r I \ I SOLID COPPER CONDUCTOR #2 " COPT BUR] BELC U W Z Z 00 V) Q ry W w # 6 AWG THE 2—H RFFE TO CONDUCT FROM RF BAR (TYF MAXIMUM CONDUCT SYMBOL LEGEND U GROUND ROD W/ CADWELD 4 u EXOTHERMIC WELD TERMINAL LUG CONNECTION Q Ca�N, MIDDLE OF TOWER: TOWERS OVER 200 FT SHALL C `,�, p i LEA O HAVE GROUND KITS AND CIGBE BAR INSTALLED i� vv 1� i..� AS ABOVE AT THE MIDDLE OF THE TOWER. a' CIGBE MOUNTED TO ICE BRIDGE'- FOR COAX GROUNDING AND BONDED BOTTOM OF TOWER: BOND GROUND JUMPER TO TO RING WITH TWO EQUIDISTANT CIGBE AT ICE BRIDGE. BOND CIGBE TO EXTERNAL .3 LEADS (SEE NOTE 8) GROUND RING WITH 2 RUNS OF #2 BARE TINNED ' COPPER CONDUCTOR IN PVC. #2 AWG UNDERGROUND (NOTE 3) ANTENNA MOUNT GROUNDING BOND ANTENNA MOUNT TO TOWER STEEL WITH #2 BARE TINNED COPPER CONDUCTOR. SHEET.TITLE MONOPOLE TOWERr: GROUNDING ' } PLAN� t k - WAR NING;a , . ..- ! SHEET..NUMBER SITES LOCATED ON OR NEAR SITE GROUNDING LAYOUT ELECTRIC UTILITY INSTALLATIONS NOT TO SCALE REQUIRE SITE SPECIFIC DESIGN = ; TO ADDRESS FAULT CURRENT AND STEP POTENTIAL SAFETY CONCERNS . as t. k r , i rsr s 2–HOLE LONG BARREL COMPRESSION 2 -HOLE; LONG BARREL COMPRESSION ' LUG, TINNED SOLID COPPER (THOMAS LUG, TINNED SOLID COPPER, (THOMAS 2 -HOLE, LONG BARREL COMPRESSION r f t c AND BETTS SERIES 54856BE OR AND BETTS SERIES 54856BE. OR LUG, TINNED SOLID COPPER THOMAS APPROVED EQUIVALENT) W/ 3/8"-16 APPROVED EQUIVALENT) W/ 3/8!'– 16 AND BETTS SERIES 54856BE OR STAINLESS STEEL BOLTS, NUTS, STAINLESS STEEL BOLTS; NUTS, APPROVED EQUIVALENT) W/ 3 8" -164 WASHERS, AND BELLEVILLE WASHERS COAXIAL CABLE WASHERS, AND BELLEVILLE WASHERS COAXIAL CABLE STAINLESS STEEL BOLTS, NUTS, GROUND KITS GROUND KITS WASHERS, AND BELLEVILLE WASHERS RFFE GROUND :" Sprint PQ a" (ONE PER CABLE) (ONE PER CABLE) CONDUCTORS MOUNTING BRACKET WITH MOUNTING BRACKET WITH (2) 316-0 BOLTS & LOCK ,. (2) .3/8 7 BOLTS � & LOCK MOUNTING BRACKET � WITH 7/16 � TYP 7/16' � TYP • :•, , ;� ><,, ,,,,:., � � WASHERS. WASHERS. 997 ;r W KENNEDY BI,D. (2) 3/8"4� BOLTS &LOCK,., 7/16"0. TYP WASHERS.SUITE A Q1 4" INSULATED 4" INSULATED ORLANDO, FL3281'Q a STAND–OFF STAND–OFF 4#, " INSULATED �b€ 11/16"0 TYP 1 1/16"b TYP STAND–OFF OFFICE.. (407) 475 051 2, n' � k w 11/16"0 TYP FAX: (4,07) 475-�Q524 � t, man `y .7. .°t •!�4 a OO OC>OO O-- 34., ,�; OO OOOO .. .. J Ld 3 4„ yl i O O O C> O O O - O O O O O O O O 0 0 0 0 0 0 0 0 O-- 11 ® T T 1' c O O O O O 1 �r w O 0 0 0 0 0 0 0 0 0 3 4 „ w O O> O 1 1 /8., w T T 1 1 /8" w 0 0 0 0 0 0 0 0 0 0 1 8 1/8" 1�{l. 0 B.LAC K & `V AT H �I� #2 AWG TINNED SOLID BARE 2 AWG TINNED SOLID BARE1. , 201 SOUTH ORANGE AVE Y ; COPPER CONDUCTOR CONNECTED COPPER CONDUCTOR IN #2 ANG TINNED SOLID BARE TO TOWER STEEL. TOWER CONNECTION 3/4"�b PVC CONDUIT TO COPPER CONDUCTOR IN SUITE: SOOx ANDREW GROUNDING BAR {36796414 EXTERIOR GROUND RING (2 PL) ANDREW GROUNDING BAR /36796414 3 4"�i PVC CONDUIT TO SHALL BE A EXOTHERMIC WELD. ., / 1 1' 1 WITH HOLE PATTERN AND STANDOFF INSULATORS 1 1 1" WITH HOLE PATTERN AND `STANDOFF INSULATORS -5'�� YP AND MOUNTING BRACKETS P AND MOUNTING BRACKETS EXTERIOR GROUND RING ANDREW GROUNDING BAR #36796414 1" 1" 1" WITH HOLE PATTERN AND STANDOFF INSULATORS 1 1/2 – 1 _8„ 1 1/2 1,_8#I AND MOUNTING BRACKETS OFFICE::(407) -4 19 3500 F r P 1'-8" FAX,,419-3501 , 1. ALL HARDWARE 3/8"-16 STAINLESS STEEL INCLUDING BELLEVILLE WASHER, COAT ALL 1. ALL HARDWARE 3/8"--16 STAINLESS STEEL INCLUDING BELLEVILLE WASHER, COAT ALL SURFACES WITH T&B KOPR–SHIELD BEFORE MATING SURFACES WITH T&B KOPR–SHIELD BEFORE MATING 1. ALL HARDWARE 3/8"-16 STAINLESS STEEL INCLUDING BELLEVILLE WASHER, COAT ALL 2. GROUNDING BAR AND ALL GROUNDING MATERIAL SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 2. GROUNDING BAR AND ALL GROUNDING MATERIAL SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. SURFACES WITH T&B KOPR–SHIELD BEFORE MATING PROJECT..'.,N0; 39486 I 2. MOUND WAVEGUIDE GROUND BAR TO SUPPORT POST WITH UNISTRUT. 2. GROUNDING BAR AND ALL GROUNDING MATERIAL SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. DRAWN BY,; �JBN EXTERIOR GROUND BAR EXTERIOR GROUND BAR AT BASE OF TOWER CHECKED ANTENNA LEVEL AND EQUIPMENT END OF WAVEGUIDE RFFE GROUND BAR ° i NTS NTS : t NTS - DETAIL A DETAIL B DETAIL C GROUND BAR FURNISHED WITH BTS CABINET j 0 0 0 0 0 0 0 0 0 0 0 0 0 o ,Q 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 #2 AWG BARE COPPER CONDUCTOR ENCASED IN 3/,4" PVC CONDUIT TO EXTERIOR GROUND RING STUB OUT PVC CONDUIT BEYOND CONCRETE FOUNDATION 6' MINIMUM M 1. ALL HARDWARE SHALL BE STAINLESS STEEL SIZED TO ACCOMMODATE HOLE PATTERN IN BTS GROUND BAR, INCLUDING BELLEVILLE WASHER, COAT ALL SURFACES WITH T&B KOPR–SHIELD BEFORE MATING. 2. CONTRACTOR SHALL FURNISH AND .INSTALL ALL GROUNDING MATDRIALS. DETAIL D N MAIN GROUND BAR AT -BTS U IJ NTS 0 I rr) ._ .;.�r,�-.ice•: ��f �.�iti•; �' #2 AWG SOLID BARE --Z,, GROUND TEST LOOP CONNECTED TO GROUND CONDUCTOR WITH TYPE TA GROUND CONNECTOR FENCE POST GATE \ f C< X CADWELD TYPE VB C GROUND 10" DIA x 42" LONG PVC CADWELD'! \` `.f CONNECTOR GROUND INSPECTION. WELL WITH PLASTIC COVER. (HARGER 360—P-42 l�� `•,. ��iC� OR `EQUAL). PROVIDE (4 ) 1% 18" LONG SLOTS ALONG TEST WELL SIDES FOR %� \ GROUND CONDUCTOR ROUTING fEXISTING SURFACE CADWELD TYPE TA (SEE PLAN) GROUND CONNECTOR 4/0 COPPER WELDING CABLE f2 AWG TINNED SOLID BARE COPPER WIRE CADWELD TO GROUNDING RING DETAIL F iiiiiiiiiiiiiiiiiiiiiii�c 11111111111, 11111111111111111 will � • _ 3 ; } TYPE NC TYPE HS TYPE VN TEE, HORZ THRU TAP, HORIZ CABLE TAP, HORIZ CABLE CABLE & TAP CABLE TO STEEL SURFACE TO STEEL SURFACE TO VERTICAL ROD - TYPE VS TYPE V V TAP, VERT CABLE TO TYPE VB TAP, VERT THRU CABLE STEEL SURFACE 45° TAP, VERT CABLE TO STEEL SURFACE OFFSET FROM SURFACE TO STEEL SURFACE TYPE GT TYPE GY TYPE GR TEE, HORZ . THRU CROSS, HORIZ THRU ELL, HORIZ CABLE CABLE TO VERT ROD CABLE TO VERT ROD TO VERT ROD • _ 3 ; } ' - E 1 i � d 1 0 t = � r � 2-05-98 BID & PERMIT ISSUE 1-26-•98 REVIEW .ISSUE REV. DATE_ . DESCRIPTION .` m I di loll , NTS SITE N0. 056 #2 AWG SOLID BARE FLEA., GROUND CONDUCTOR ' CONNECTED TO GROUND I _ ROD WITH TYPE GT I GROUND CONNECTOR — FENCE POST – _ LOCKWASHER FILL WITH CLEAN SAND (12" DEEP) DETAIL E INSPECTION WELL DETAI -rvVv NJi vvivv��.�t„ rr�ie� � eal t_n SECTION 1 SCALE: 1/2" = 1-Y' i i -rvVv NJi vvivv��.�t„ rr�ie� � eal t_n SECTION 1 SCALE: 1/2" = 1-Y' Z"'` x 10'-0" LONG SCucn nn J STEEL PIPE W/ C SIDE VIEW SCALE: 1/2" = 1'-0" SIDE VIEW SCALE: 1/2"= 1'-0" ANTENNA ASSEMBL DETAIL C, SHEET BRIDGE — 3 SECTIi Nx 8'-0 LG. /2"x 3 1/2"x 1/4' (18"W x 24'H x UNISTRUT CROSS—M STRUT (GALV STEEL) IBERS ATTACHED TO WITH .1/2"0 "U" I I UNISTRUT REQUIRE CING OF HORIZONT/ REQUIRED FOR EQU LE SUPPORT MOUN- X FROM RFFE'S TO LE TRAY (B—LINE) X FROM TOWER TO 157 ROCK SURFACE 3"O, GALV. POST w/ GALV PIPE CAP UT AS REQ'D ITERMEDIATE SUPPORT REQUIRED ROUTE TO BTS FOUNDATION RADE MOUNTED ;UT FRAMES MINI—PPC UINIT FURNISHED BY SPRINT PCS & INSTALLED BY CONTRACTOR 3" x 2"x 3/16" GALV, ANGLE 4" #57 ROCK' SURFACE 3"�b x 9 ' —0" LONG SCH�^ ^^ w/ GALV PIPE CAP. EMERGENCY GENERATOR RECEPTACLE (FURNISHES WITH MINI—PPC) "L"— DIMENSION SHOWN MAY VARY BASED ON SPECIFIC EQUIPMENT FURNI ADJUST SPACING OF HORIZONTAL MEMBERS AS REQUIRED FOR EQUIPMENT. (4) UNISTRUT (GALV STEEL) t f, Z"'` x 10'-0" LONG SCucn nn J STEEL PIPE W/ C SIDE VIEW SCALE: 1/2" = 1'-0" SIDE VIEW SCALE: 1/2"= 1'-0" ANTENNA ASSEMBL DETAIL C, SHEET BRIDGE — 3 SECTIi Nx 8'-0 LG. /2"x 3 1/2"x 1/4' (18"W x 24'H x UNISTRUT CROSS—M STRUT (GALV STEEL) IBERS ATTACHED TO WITH .1/2"0 "U" I I UNISTRUT REQUIRE CING OF HORIZONT/ REQUIRED FOR EQU LE SUPPORT MOUN- X FROM RFFE'S TO LE TRAY (B—LINE) X FROM TOWER TO 157 ROCK SURFACE 3"O, GALV. POST w/ GALV PIPE CAP UT AS REQ'D ITERMEDIATE SUPPORT REQUIRED ROUTE TO BTS FOUNDATION RADE MOUNTED ;UT FRAMES MINI—PPC UINIT FURNISHED BY SPRINT PCS & INSTALLED BY CONTRACTOR 3" x 2"x 3/16" GALV, ANGLE 4" #57 ROCK' SURFACE 3"�b x 9 ' —0" LONG SCH�^ ^^ w/ GALV PIPE CAP. EMERGENCY GENERATOR RECEPTACLE (FURNISHES WITH MINI—PPC) "L"— DIMENSION SHOWN MAY VARY BASED ON SPECIFIC EQUIPMENT FURNI ADJUST SPACING OF HORIZONTAL MEMBERS AS REQUIRED FOR EQUIPMENT. (4) UNISTRUT (GALV STEEL) CROSS MEMBERS TO STEEL L DATE DESCRIPTION PIPE WITH .1/2"0 "U" BOLTS. ADJUST SPACING OF HORIZONTAL MEMBERS AS REQUIRED FOR EQUIPMENT. L 3"x 2"x 3/16' x 5'-8" LONG LONG GALV STEEL ANGLE (AT CL 5 BOTTOM ATTACHED TO STEEL _Q SITE N 0,'. �� 6 PIPE WITH (2) 1/2"0 'U' ` BOLTS FLEA WO'R LD 4" #57 ROCK SURFACE �r U I N cc: a Ucc II co jn c� I Ln CO F— O Lncc I 0 _-) N RESTORE SURFACE TO EXISTING GRADE ORIGINAL CONDITION COMPACTED BACKFILL W/ HANDHELD COMPACTION EQUIPMEN T IN 6 LIFTS MAX. MAX. o COMPACTED SAND t12 2" ELECTRIC MIN (2) 2" TELCO SEPARATION DETAIL lA TYPICAL UNDERGROUND UTILITES UNDER NON -PAVED AREAS 200A METER BOX 2" WATERTIGHT CO UNISTRUT (GALV ' MEMBERS ATTACH PIPE WITH 1/2"0 (3) UNISTRUTS RI 3"0 x 7'-0" LON GALV STEEL PIPE (TYP 2 PL) 200V AC - 200A FUSE DISCONNECT NEUTRAL NEMA TYf 200A FUSES 2" RCS CONDUIT i METER & DISCONNECT DETAIL SCALE: 3/4" = 1'-0" GPS ANTENNA ASSEMBLY PROVIDED BY OWNER AN INSTALLED BY CON TRACT GALVANIZED PIPE CAP - PIPE MOUNTING BRACKET PROVIDED BY OWNER AN INSTALLED BY CONTRACT( 3"0 GALVANIZED POST GPS ANTENNA. DETAIL. SCALE: 1 1/2" = l'—O" 0 i CATE POST PLUNGER 2 0 BAR WITH HANDLE I I u -� u 2// OF AGGREGATE Q 12'-0" I / _0 12'-0" DOUBLE, SWING GATE DETAIL NOT TO SCALE 8,-0„ 14'- 0" C/L 14'-0„ ROLLERSE IRON 4"O.D. SUPPORT MALLABL1. POSTS =ice Q z z w; i— Z ' �o PROVIDE METAL CLAMPS FOR NEW ANTENNA COAXIAL CABLE ROUTING ALONG MFG. ASSEMBLY5 2N0 i PROPOSED -I- TOWER FNN NEW SPRINT PCS DIRECTIONAL ANTENNAS (TOTAL OF SIX (6)) SECURED TO NEW ANTENNA MOUNTING ASSEMBLY. r, i FENCE SPECIFICATION: 1. FENCE TYPE. FENCING 'SHALL CONFORM TO THE DETAILS INDICATED ON THE DRAWINGS AND SHALL CONSIST OF GALVANIZED STEEL FRAMEWORK AND GALVANIZED STEEL FABRIC. 2. MATERIALS. MATERIALS FOR CHAIN LINK FENCING SHALL BE AS FOLLOWS. ALL STEEL OR Aift MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT—DIP GALVANIZED IN ACCORDANCE WITH�� r; < "I Sprint PCS STEEL FENCING, FABRIC 9 GAUGE, 2 INCH MESH; GALVANIZED ASTM A392, of CLASS 2; TWISTED SELVAGE ON TOP, KNUCKLED 997, W. KENNEDY : BLVD.:, SELVAGE ON BOTTOM. SUITE A 0,1, POSTS ORLANDO, FL. 32810 STEEL PIPE, ASTM 120 STANDARD WEIGHT (SCHEDULE . 40). LINE POSTS OFFICE: (407) 475=0512' 2-3/8 INCH OD PIPE, 3,65 LB PER FT. FAX: (407) 475-.0524 TERMINAL POSTS r ` PULL) GATE POSTS GATE OR LEAF 6 FT WIDE OR LESS, 2-7/8 INCH OD PIPE, (SWING GATES) 5,79 LB PER FT; GATE OR LEAF. OVER 6 FT WIDE AND UP TO 13 Fr, 4 INCH OD PIPE, 9. "10 LB PER FT. r \ TOP RAIL 1 -5/8 INCH OD (SCHEDULE 40) PIPE, 2.27 LB PER FT. �VEAT LATCH RAIL COUPLINGS SLEEVE TYPE, 6 INCHES LONG EXPANSION SPRING IN EVERY FIFTH COUPLING. 201 SOUTH ORANGE AVE. BRACING PIPE BRACE SAME AS TOP RAIL, WITH 3/8 INCH SUITE 500 DIAMETER STEEL ROD TRUSS AND TIGHTENER. ORLANDO, FL, 32810, POST TOPS PRESSED STEEL, MALLEABLE IRON WITH PRESSED STEEL EXTENSION ARM, OR ONE-PIECE ALUMINUM CASTING; WITH HOLE FOR TOP RAIL, DESIGNED TO FIT OFFICE: (407) 419--3500 OVER THE OUTSIDE OF THE POSTS AND TO PREVENT FAX: (4 07) 419-3501 ENTRY OF MOISTURE INTO TUBULAR POSTS. BARBED WIRE GALVANIZED, ASTM A121 CLASS 3; TWO 12-1/2 GAUGE STEEL WIRES WITH 4 POINT ROUND 14 GAUGE BARBS SPACED 4 INCHES APART. PROJECT., NO; 394$6 STRETCHER BARS STEEL, 3/16 BY 3/4 INCH, OR EQUIVALENT CROSS— 0 II 1.660" 0. D. DIAL II7 GA. TENSION WIRE TOP ;� II MEMBERS STR.WT.1.816#/FT II & BOTT. HOG RING CHECKED BY: CWS IIOR 'SCH.40 2.272#/FT. I� 1.90" 0. D. STIR. WT. TO FABRIC J @ 2.176M/FT. TYPICAL PADLOCK FOR EACH GATE LATCH, ACCORDING TO ALL VERTICAL MEMBERS SPRINT PCS REQUIREMENTS. CONTRACTOR TO 14-' STANDARD CANTILIVER SLIDE GATE NOT TO SCALE . =ice Q z z w; i— Z ' �o PROVIDE METAL CLAMPS FOR NEW ANTENNA COAXIAL CABLE ROUTING ALONG MFG. ASSEMBLY5 2N0 i PROPOSED -I- TOWER FNN NEW SPRINT PCS DIRECTIONAL ANTENNAS (TOTAL OF SIX (6)) SECURED TO NEW ANTENNA MOUNTING ASSEMBLY. 4. FENCE CONSTRUCTION. THE INSTALLED FENCE SHALL CONFORM TO THE ALIGNMENT AND FINISH GRADE INDICATED. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL POSTS SHALL BE PLUMB AND SPACED 10 FEET APART. GROUND SURFACE IRREGULARITIES SHALL BE GRADED AS REQUIRED TO ELIMINATE FREQUENT CHANGES IN VERTICAL ALIGNMENIT AND TO PROVIDE A SMOOTH PROFILE FOR THE FENCE, CLEARANCE BELOW THE BOTTOM OF THE FENCE SHALL NOT EXCEED 2 INCHES. WHERE POSTS ARE SET IN EARTH, CONCRETE FOUNDATIONS 36 INCHES DEEP SHALL BE PROVIDED. IF BEDROCK IS ENCOUNTERED, POST EXCAVATION SHALL BE CONTINUED TO THE 36 INCH DEPTH OR 18 INCHES INTO THE ROCK, WHICHEVER, IS LESS. CONCRETE FOUNDATIONS SHALL BE CIRCULAR IN HORIZONTAL SECTION, NOT LESS THAN 10 INCHES IN DIAMETER FOR LINE POSTS, AND WITH A DIAMETER NOT LESS THAN THE POST OD PLUS 9 INCHES FOR TERMINAL AND GATE POSTS, EXCEPT THAT FOUNDATIONS IN BEDROCK SHALL BE A MINIMUM OF 6 INCHES LARGER THAN THE OUTSIDE DIMENSION OF THE POST. FOUNDATIONS SHALL EXTEND ABOVE THE GROUND SURFACE AND SHALL BE CROWNED APPROXIMATELY 1 INCH. TOP RAILS AND BOTTOM TENSION WIRES SHALL BE INSTALLED BEFORE THE FABRIC. TOP RAILS SHALL BE FURNISHED IN AT LEAST 18 FOOT LENGTHS AND SHALL BE SECURELY CONNECTED TO 1 i GATE AND TERMINAL POSTS. TENSION WIRES SHALL BE INSTALLED APPROXIMATELY 6 INCHES ABOVE GRADE AND SHALL BE ATTACHED TO EACH POST AND SECURELY ANCHORED AT TERMINAL SHEET TITLE AND GATE POSTS. A TERMINAL POST SHALL BE PROVIDED AT EACH CHANGE IN SLOPE. FABRIC SHALL BE ATTACHED TO THE TOP RAIL AND BOTTOM TENSION WIRE AT 24 INCH CENTERS AND TO THE LINE POSTS AT 15 INCH CENTERS, ALL ON THE SECURITY SIDE OF THE FENCE. BARBED STRUCTURAL WIRE SHALL BE FASTENED TO EACH EX -TENSION ARM BY INTERNAL CLIPS OR EXTERNAL FABRIC DETAILS TIES. STRETCHER BARS SHALL BE PROVIDED AT EACH GATE, TERMINAL, AND PULL POST, EACH STRETCHER BAR SHALL BE THREADED THROUGH THE FABRIC AND ANCHORED TO THE POST AT 15 INCH CENTERS BY POSITIVE MECHANICAL MEANS. EACH GATE AMD TERMINAL POST SHALL BE BRACED BY A HORIZONTAL PIPE BRACE AND AN ADJUSTABLE TRUSS EXTENDING TO AN ADJACENT LINE' POST. CORNER POSTS LOCATED WHERE THE DEFLECTION ANGLE IS 10 DEGREES OR GREATER SHALL BE BRACED IN BOTH DIRECTIONS. FABRIC SHALL BE STRETCHED TAUT AND ANCHORED SO THAT A PULL OF 150 POUNDS AT THE MIDDLE OF A PANEL WILL NOT LIFT THE BOTTOM OF THE FABRIC MORE THAN 6INCHES. r, i FENCE SPECIFICATION: 1. FENCE TYPE. FENCING 'SHALL CONFORM TO THE DETAILS INDICATED ON THE DRAWINGS AND SHALL CONSIST OF GALVANIZED STEEL FRAMEWORK AND GALVANIZED STEEL FABRIC. 2. MATERIALS. MATERIALS FOR CHAIN LINK FENCING SHALL BE AS FOLLOWS. ALL STEEL OR Aift MALLEABLE IRON PARTS AND ACCESSORIES SHALL BE HOT—DIP GALVANIZED IN ACCORDANCE WITH�� ASTM A123 AFTER FABRICATION. Sprint PCS STEEL FENCING, FABRIC 9 GAUGE, 2 INCH MESH; GALVANIZED ASTM A392, CLASS 2; TWISTED SELVAGE ON TOP, KNUCKLED 997, W. KENNEDY : BLVD.:, SELVAGE ON BOTTOM. SUITE A 0,1, POSTS ORLANDO, FL. 32810 STEEL PIPE, ASTM 120 STANDARD WEIGHT (SCHEDULE . 40). LINE POSTS OFFICE: (407) 475=0512' 2-3/8 INCH OD PIPE, 3,65 LB PER FT. FAX: (407) 475-.0524 TERMINAL POSTS (END CORNER, AND 2-7/8 INCH OD PIPE, 5.79 LB PER FT. ` PULL) GATE POSTS GATE OR LEAF 6 FT WIDE OR LESS, 2-7/8 INCH OD PIPE, (SWING GATES) 5,79 LB PER FT; GATE OR LEAF. OVER 6 FT WIDE AND UP TO 13 Fr, 4 INCH OD PIPE, 9. "10 LB PER FT. TOP RAIL 1 -5/8 INCH OD (SCHEDULE 40) PIPE, 2.27 LB PER FT. �VEAT B LAC K Q� UC. LLP RAIL COUPLINGS SLEEVE TYPE, 6 INCHES LONG EXPANSION SPRING IN EVERY FIFTH COUPLING. 201 SOUTH ORANGE AVE. BRACING PIPE BRACE SAME AS TOP RAIL, WITH 3/8 INCH SUITE 500 DIAMETER STEEL ROD TRUSS AND TIGHTENER. ORLANDO, FL, 32810, POST TOPS PRESSED STEEL, MALLEABLE IRON WITH PRESSED STEEL EXTENSION ARM, OR ONE-PIECE ALUMINUM CASTING; WITH HOLE FOR TOP RAIL, DESIGNED TO FIT OFFICE: (407) 419--3500 OVER THE OUTSIDE OF THE POSTS AND TO PREVENT FAX: (4 07) 419-3501 ENTRY OF MOISTURE INTO TUBULAR POSTS. BARBED WIRE GALVANIZED, ASTM A121 CLASS 3; TWO 12-1/2 GAUGE STEEL WIRES WITH 4 POINT ROUND 14 GAUGE BARBS SPACED 4 INCHES APART. PROJECT., NO; 394$6 STRETCHER BARS STEEL, 3/16 BY 3/4 INCH, OR EQUIVALENT CROSS— SECTIONAL AREA. LAWN " BY: �- : JBN FABRIC TIES ALUMINUM BANDS OR WIRES. GATE FRAMES 1 -7/8 INCH OD (SCHEDULE 40) PIPE, 2.72 LB PER FT' CHECKED BY: CWS TENSION WIRE GALVANIZED OR ALUMINUM COATED COIL SPRING WIRE, 7 GAUGE. PADLOCKS FURNISHED BY CONTRACTOR. ONE COMBINATION PADLOCK FOR EACH GATE LATCH, ACCORDING TO SPRINT PCS REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SPRINT PCS. 3. SWING GATES. GATES SHALL BE SWING TYPE, HINGED TO SWING 180 DEGREES FROM CLOSED TO OPEN, COMPLETE WITH FRAMES, LATCHES, STOPS, KEEPERS, HINGES, FABRIC, BRACES, AND THREE STRANDS OF BARBED WIRE. GATE LEAVES, EXCEPT THOSE ON WALK-THROUGH GATES, SHALL HAVE INTERMEDIATE MEMBERS AND DIAGONAL TRUSS RODS AS REQUIRED FOR RIGID CONSTRUCTION AND SHALL BE FREE FROM SAG OR TWIST. GATES SHALL BE FITTED WITH EXTENSION ARMS OR SHALL HAVE FRAME END MEMBERS EXTENDED TO CARRY BARBED j"VERTICAL WIRE. JOINTS BETWEEN FRAME MEMBERS SHALL BE MADE BY WELDING OR BY MEANS OF HEAVY�I FITTINGS AND SHALL BE RIGID AND WATERTIGHT. TRUSS RODS SHALL BE NOT LESS THAN 3/8 INCH DIAMETER. GATE FABRIC SHALL BE SAME AS FENCE FABRIC AND SHALL BE ATTACHED TO FRAME is ENDS BY STRETCHER BARS, BOLT HOOKS, OR OTHER MECHANICAL MEANS. HINGES SHALL BE HEAVY PATTERN WITH LARGE BEARING SURFACES AND SHALL NOT TWIST OR TURN UNDER THE ACTION OF THE GATE. LATCHES SHALL BE PLUNGER BAR TYPE, FULL GATE HEIGHT, AND ARRANGED TO ENGAGE THE GATE STOP, EXCEPT SINGLE GATES LESS THAN LO FEET WIDE MAY BE PROVIDED WITH A FORKED LATCH. LATCHES SHALL BE ARRANGED FOR PADLOCKING WITH THE PADLOCK ACCESSIBLE FROM BOTH SIDES OF THE GATE. a STOPS SHALL CONSIST OF A ROADWAY PLATE WITH ANCHOR SET IN CONCRETE AND ARRANGED TO ENGAGE THE PLUNGER. KEEPERS SHALL CONSIST OF MECHANICAL DEVICES FOR SECURING AND SUPPORTING THE FREE END OF THE GATES WHEN IN THE FULL OPEN POSITION. KEEPERS SHALL BE MOUNTED ON 2-7/8 INCH OUTSIDE DIAMETER PIPE POSTS FILLED WITH CONCRETE AND SET IN CONCRETE 1 2-05-98 BID & PERMIT ISSUE 1 FOUNDATIONS. :0 1-26-98 REVIEW ISSUE GATES SHALL BE INSTALLED SO THAT THEY CANNOT BE REMOVED WITHOUT DISASSEMBLY OF THE REV DATE DESCRIPTION HARDWARE. HARDWARE ATTACHMENT BOLTS SHALL BE PEENED SO THAT REMOVAL WILL BE DIFFICULT 4. FENCE CONSTRUCTION. THE INSTALLED FENCE SHALL CONFORM TO THE ALIGNMENT AND FINISH GRADE INDICATED. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL POSTS SHALL BE PLUMB AND SPACED 10 FEET APART. GROUND SURFACE IRREGULARITIES SHALL BE GRADED AS REQUIRED TO ELIMINATE FREQUENT CHANGES IN VERTICAL ALIGNMENIT AND TO PROVIDE A SMOOTH PROFILE FOR THE FENCE, CLEARANCE BELOW THE BOTTOM OF THE FENCE SHALL NOT EXCEED 2 INCHES. WHERE POSTS ARE SET IN EARTH, CONCRETE FOUNDATIONS 36 INCHES DEEP SHALL BE PROVIDED. IF BEDROCK IS ENCOUNTERED, POST EXCAVATION SHALL BE CONTINUED TO THE 36 INCH DEPTH OR 18 INCHES INTO THE ROCK, WHICHEVER, IS LESS. CONCRETE FOUNDATIONS SHALL BE CIRCULAR IN HORIZONTAL SECTION, NOT LESS THAN 10 INCHES IN DIAMETER FOR LINE POSTS, AND WITH A DIAMETER NOT LESS THAN THE POST OD PLUS 9 INCHES FOR TERMINAL AND GATE POSTS, EXCEPT THAT FOUNDATIONS IN BEDROCK SHALL BE A MINIMUM OF 6 INCHES LARGER THAN THE OUTSIDE DIMENSION OF THE POST. FOUNDATIONS SHALL EXTEND ABOVE THE GROUND SURFACE AND SHALL BE CROWNED APPROXIMATELY 1 INCH. TOP RAILS AND BOTTOM TENSION WIRES SHALL BE INSTALLED BEFORE THE FABRIC. TOP RAILS SHALL BE FURNISHED IN AT LEAST 18 FOOT LENGTHS AND SHALL BE SECURELY CONNECTED TO 1 i GATE AND TERMINAL POSTS. TENSION WIRES SHALL BE INSTALLED APPROXIMATELY 6 INCHES ABOVE GRADE AND SHALL BE ATTACHED TO EACH POST AND SECURELY ANCHORED AT TERMINAL SHEET TITLE AND GATE POSTS. A TERMINAL POST SHALL BE PROVIDED AT EACH CHANGE IN SLOPE. FABRIC SHALL BE ATTACHED TO THE TOP RAIL AND BOTTOM TENSION WIRE AT 24 INCH CENTERS AND TO THE LINE POSTS AT 15 INCH CENTERS, ALL ON THE SECURITY SIDE OF THE FENCE. BARBED STRUCTURAL WIRE SHALL BE FASTENED TO EACH EX -TENSION ARM BY INTERNAL CLIPS OR EXTERNAL FABRIC DETAILS TIES. STRETCHER BARS SHALL BE PROVIDED AT EACH GATE, TERMINAL, AND PULL POST, EACH STRETCHER BAR SHALL BE THREADED THROUGH THE FABRIC AND ANCHORED TO THE POST AT 15 INCH CENTERS BY POSITIVE MECHANICAL MEANS. EACH GATE AMD TERMINAL POST SHALL BE BRACED BY A HORIZONTAL PIPE BRACE AND AN ADJUSTABLE TRUSS EXTENDING TO AN ADJACENT LINE' POST. CORNER POSTS LOCATED WHERE THE DEFLECTION ANGLE IS 10 DEGREES OR GREATER SHALL BE BRACED IN BOTH DIRECTIONS. FABRIC SHALL BE STRETCHED TAUT AND ANCHORED SO THAT A PULL OF 150 POUNDS AT THE MIDDLE OF A PANEL WILL NOT LIFT THE BOTTOM OF THE FABRIC MORE THAN 6INCHES. 300 N. Park Ave. Sanford, FL 32771 (407) 302-1091 (407) 330-5677 FaX To: Steve Jones, Foreman From: B. T. Wright, Fire Protection Inspector Mgmt. Office (407) 302-2526 Fax: 407.322.7076 Pages: 1 407.869.9650 Phone: 407.448.3108 Date: 03/08/00 Re: Stair replacement CC: Monroe Harbor Motel Permit #00-316 ❑ Urgent X;For Review ❑ Please Comment ❑ Please Reply El Please Recycle Steve, • Review of your submitted stair details are acceptable to both Mr. Culbertson and me • During the replacement phase, you must be keep travel distance from any point on the floor to no greater than 100 ft. (LSC 17-2.6.2). Therefore, you can work on as many stairs at one time as the travel distance access (100') allows. • Should any travel exceed that distance, you might consider working with the management of the motel in not leasing rooms beyond that distance. • You can call the permit desk (407) 330-5656 tomorrow to arrange to pick up your revised permit. PERMIT"I PLANS REVII-VIED FINAL INSPEM ION REQUIRED, �U City of Sanford Model Codes in effAct: Standard Building Code 1997 ed. Standard PfljrrJblrlg Code 1997 ed. Standard Machanical Code 1997 ed. National Electrical Colde 1996,9d. Sea City Code AMENDMENTS FL. Accessibility Codes '1997 FL. Energy Code 1097 SANFORD FJuII-,DIr4C r)�:N'r. rHE5E F'I-Aris APE f- VI6W2G1 AND C'UNDUIONAL.LY A(, -GF �'rf D r-(;,cl F'E F4Mi`r A PIPO ,i -Y EMALL. BE COrIS'tRUE Q Y() (Ir, A G,i(:FR r'lyF` }-c) r- 40CMr26 WITH THE WORK ANO N01 09 <11.1TF'IE-1R1`Y"f f!) VIOLATE. CANCCI_, AL'1Fr2, Uf@riF r 15!t)( AN<y PaF THE PROVISION',- 0 ' rOF: �f"f'.FII I!^ �1r_ �:t-3FiES, NOP SHALL ISSUANCI^ dl Yr 1,iE BUILDING DEPT FROM.-Trj�'�` '=�i`.�l,E2 Y7'c(]r�!F;I�;i; A CORREC- TION OF r k t�5 , i i I')jF rAiv .` Cd!liSTPOCTION OR OTHEP VIOLIN! ONS OF THE CODES.