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HomeMy WebLinkAboutZ-5430-G MapI 0 0 Lv n I I 9 crlci<ei communications, Inc. PROJECT SUMMARY SITE NAME: PARKVIEW HS SITE NUMBER: LIT -096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 nv,F1a 3 ENGINEER/ARCHITECT: LATOVf7E: 34' 43 50.64" N LONGITUDE: 92' 22' 19.11- W GROUND ELEVATION: 405.6' AMSL LANDLORD: VERIZON WIRELESS 501-315-0786 3832 GRANBURY DRIVE SURVEY NOT REQUIRED DALLAS, TX 75287 rmimy F as JOE HUTCHISON TELEPHONE: (972) 862-2405 CUSTOMER/APPLICANT: CRICKET COMMUNICATIONS. INC. CUSTOMER SERVICE 10801 LAKEVIEW AVENUE 800-368-3749 LENEXA. KS 66219 AT&T LARRY MATTHEWS TELEPHONE: (913) 577-8756 OCCUPANCY TYPE: UNMANNED A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND W�a NOT FOR HUMAN HABITATION CONSULTANT TEAM ENGINEER/ARCHITECT: HOPE ENGINEERS, INC SHEET # 322 N MARKET ST QL G• �H BENTON, AR 72015 -.---- CONTACT: LISA TAYLOR TELEPHONE: 501-315-0786 SURVEYOR: SURVEY NOT REQUIRED CONTACT: rmimy F as TELEPHONE: GENERAL NOTES ELECTRIC PROVIDER: ENTERGY CONTACT: CUSTOMER SERVICE TELEPHONE: 800-368-3749 TELCO PROVIDER: AT&T CONTACT: CUSTOMER SERVICE TELEPHONE: 800-499-7928 SITE NAME n.� �U PARKVIEW HS SITE NUMBER ,elf _o Lar 0�` LIT -096-A � r r 4 r� ` �,; � S � 33� 30 G �Vti8 60 270 y F: 90IT NEW EQUIPMENT AND NEW ANTENNAS ON lr 4a Iz CO -LOCATE 121'-0" MONOPOLE 21°,���,,pr VICINITY MAP SIGNATURE SHEET # �S,p �,qb QL G• �H ((.L d ',4Y AM.r«ro i �� � � p 1 p a e ine p y 1 �c,o..oa... tiwo++ a v•a a M R Q0 5w.r w rmimy F as �.y GENERAL NOTES u W-0 i .OreY,a riL4,R GN -4 � � ~ �l,e rr i TMM4 wIRL■ � ` is NYv a� SITE SURVEY ' ! W RRRR i � r i p A ► A-1 ENLARGED SITE PLAN 1 A-2 PLATFORM AND WAVEGUIDE DETAILS 1 : YLASNI W�a fi i Vn-Y. ANTENNA MOUNTS AND PLATFORM ELEVATION 1 ,yeaq 1 XA FL.} 4, y 1 4 POWER/TELCO ROUTING AND DETAILS 1 E-2 ONE—LINE DIAGRAM AND ELECTRICAL DETAILS 1 E-3 GROUNDING PLAN AND DETAILS 1 E-4 GROUNDING DETAILS 1 E-5 GROUNDING DETAILS M. 'Rr$ Quq m r _y r .RN1 n ..LINL NO SCALE SITE NAME n.� �U PARKVIEW HS SITE NUMBER ,elf _o Lar 0�` LIT -096-A � r r 4 r� ` �,; � S � 33� 30 G �Vti8 60 270 y F: 90IT NEW EQUIPMENT AND NEW ANTENNAS ON lr 4a Iz CO -LOCATE 121'-0" MONOPOLE 21°,���,,pr DRIVING DIRECTIONS FROM THE LITTLE ROCK AIRPORT, MERGE ONTO 1-440 WEST. FROM 1-440 WEST, MERGE ONTO 1-30 E. FROM 1-30 E, MERGE ONTO 1-630 W VIA EXIT 139 B. TAKE EXIT 60 TOWARD BARROW ROAD. TAKE THE RAMP TOWAR4+ KANIS ROAD. TURN LEFT ONTO BARROW ROAD AND FOLLOW IT DOWN TO PARKVIEW HIGH SCHOOL ON -THE LEFT, THE MONOPOLE SRS -RIGHT IN FRONT OF THE SCHOOL. CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS 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. INTERNATIONAL BUILDING CODE 5. INTERNATIONAL PLUMBING CODE 2003 WITH STATE AMENDMENTS 2000 2. INTERNATIONAL MECHANICAL CODE 6. NATIONAL ELECTRIC CODE 1996 2005 3. ANSI/EIA-222-F LIFE SAFETY 7. LOCA. BUILDING CODE(S) CODE 8. CITY AND/OR COUNTY 4. THE 1995 CABO ONE AND TWO ORDINANCES FAMILY DWELLING CODE JURISDICTION: PULASKI COUNTY DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONOITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME SEE SHEETS GN -1 AND GN -2 FOR ADDITIONAL CONSTRUCTION NOTES. GROUND SERVICE ALERT ICnOW Whatkb0I0W. ARKANSAS ONE CALL CallhefarilYZdigl CALLTOLLFREE 1 (800) 482.8998 L 3 WORKING DAYS BEFORE YOU 0101 LOCATION MAP SIGNATURE SHEET # �S,p �,qb QL G• �H ((.L d ',4Y AM.r«ro i �� � � p 1 p a e ine p y 1 �c,o..oa... tiwo++ a v•a a M R o -dM • "E jvwv^rR 1� �� �IAf�a rmimy F as �.y GENERAL NOTES u W-0 i .OreY,a riL4,R GN -4 � � ~ �l,e rr i TMM4 wIRL■ � ` is NYv a� SITE SURVEY ' ! W RRRR i � r i p A ► A-1 ENLARGED SITE PLAN 1 A-2 PLATFORM AND WAVEGUIDE DETAILS 1 A-3 'It W�a fi i Vn-Y. ANTENNA MOUNTS AND PLATFORM ELEVATION 1 A-5 COAX AND ANTENNA DETAILS 1 NO SCALE DRIVING DIRECTIONS FROM THE LITTLE ROCK AIRPORT, MERGE ONTO 1-440 WEST. FROM 1-440 WEST, MERGE ONTO 1-30 E. FROM 1-30 E, MERGE ONTO 1-630 W VIA EXIT 139 B. TAKE EXIT 60 TOWARD BARROW ROAD. TAKE THE RAMP TOWAR4+ KANIS ROAD. TURN LEFT ONTO BARROW ROAD AND FOLLOW IT DOWN TO PARKVIEW HIGH SCHOOL ON -THE LEFT, THE MONOPOLE SRS -RIGHT IN FRONT OF THE SCHOOL. CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS 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. INTERNATIONAL BUILDING CODE 5. INTERNATIONAL PLUMBING CODE 2003 WITH STATE AMENDMENTS 2000 2. INTERNATIONAL MECHANICAL CODE 6. NATIONAL ELECTRIC CODE 1996 2005 3. ANSI/EIA-222-F LIFE SAFETY 7. LOCA. BUILDING CODE(S) CODE 8. CITY AND/OR COUNTY 4. THE 1995 CABO ONE AND TWO ORDINANCES FAMILY DWELLING CODE JURISDICTION: PULASKI COUNTY DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONOITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME SEE SHEETS GN -1 AND GN -2 FOR ADDITIONAL CONSTRUCTION NOTES. GROUND SERVICE ALERT ICnOW Whatkb0I0W. ARKANSAS ONE CALL CallhefarilYZdigl CALLTOLLFREE 1 (800) 482.8998 L 3 WORKING DAYS BEFORE YOU 0101 AIE DOCUMENT REVIEW STATUS DRAWING INDEX SIGNATURE SHEET # SHEET DESCRIPTION REV. # T-1 TITLE SHEET 1 GN -1 GENERAL NOTES 1 GN -2 GENERAL NOTES 1 GN -3 GENERAL NOTES 1 GN -4 GENERAL NOTES 1 C-1 SITE SURVEY 1 A-1 ENLARGED SITE PLAN 1 A-2 PLATFORM AND WAVEGUIDE DETAILS 1 A-3 ANTENNA ELEVATION, ORIENTATION AND DETAILS 1 A-4 ANTENNA MOUNTS AND PLATFORM ELEVATION 1 A-5 COAX AND ANTENNA DETAILS 1 E-1 POWER/TELCO ROUTING AND DETAILS 1 E-2 ONE—LINE DIAGRAM AND ELECTRICAL DETAILS 1 E-3 GROUNDING PLAN AND DETAILS 1 E-4 GROUNDING DETAILS 1 E-5 GROUNDING DETAILS 1 AIE DOCUMENT REVIEW STATUS TITLE SIGNATURE DATE CRICKET PROP: CRICKET R.F. MANAGER: CRICKET NelOps: CRICKET CONST. MGR.: INTERCONNECT: CRICKET SITE DEV. MGR.: PROPERTY OWNER: PLANNING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN..ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315-0700 www.hopeengineers.com cr1 et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES f0 THE CLIENT IS STRICTLY PROHIBITED. ff# $'T LOQ' 0 ARKANSAS n REGISTERED PROFESSIONAL 08-0108 PARKVIEW HS LIT -096-A SITE AOORESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE A&E PROJECT N: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS r01 09/12/061 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE .00/00/001 LEASE EXHIBIT ND. GATE I DESCRIPTION SHEET TITLE: TITLE SHEET DRAWING NO. REVISION: T-1 1 N I Do 0 0 IMPORTANT NOTE: THE CONTRACTOR MUST PROVIDE CLOSE-OUT DOCUMENTS AT THE FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LOWS. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY, SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS. THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) CRICKET'S REPRESENTATIVE OF ANY CONFLICTS. ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED THEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIOS OR PERFORMING WORK AND FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISE NOTED OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. B. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE. UPOATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS. PAVING, CURBING, ETC.. CURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCVRREO DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS/RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PLAIN SPOTS, DUST OR SMUDGES OF ANY KIND. 13.•- THE CONTRACTOR SHALL -COMPLY- WITH ALL PERTINENT. SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY CRICKET'S REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS, THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL THAT CONFLICT IS RESOLVED BY CRICKET'S REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS. PROPERTY LINES, ETC., ON THE JOB. 16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) PRIOR TO COORDINATING SITE SWEEPING. 17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE PROJECT, A COMPLETE SET OF AS -BUILT DRAWINGS TO CRICKET'S PROJECT MANAGER. SITE WORK AND DRAINAGE EARTHWORK, EXCAVATION AND GRADING PART 1 GENERAL 1.01 WORK INCLUDED: REFER TO SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.02 RELATED WORK A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS B. INSTALLATION OF ANTENNA SYSTEM 1.03 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS AND SITES ARE CONSTRUCTED TO PROVIDE A WELL ORAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.04 QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED) B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.05 SEQUENCING A. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACK FILL OR SUB -BASE MATERIAL. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE. D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. E. APPLY SILT STERILIZER PRIOR TO PLACING BASE MATERIALS. F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE ELEVATION. WATER TO ENSURE GROWTH. G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. H. AFTER APPLICATIONS OF FINAL SURFACES. APPLY SOIL STERILIZER TO THE STONE SURFACES. 1.06 SUBMITTALS A. BEFORE CONSTRUCTION 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENT). 2. SUBMIT FOR APPROVAL, 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. PART 2 PRODUCTS 2.01 MATERIALS A. ROAD AND SITE MATERIALS: FILL MATERIAL SHALL BE ACCEPTABLE, SELECT FILL AND SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL - 500% AT ACCESS ROAD AND SOAK AT COMPOUND. D. GRAVEL FILL: WELL GRADED, HARD, DURABLE, NATURAL SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. U.S. SIEVE NO. PASSING BY WEIGHT 4" 100 1/2" 50-85 #4 40-75 #10 30-60 140 10-30 #100 5-20 #200 0-5 GRAVEL FILL TO BE PLACED IN LIFTS OF 9" MAXIMUM THICKNESS AND COMPACTED TO 95% DENSITY. 2.02 EQUIPMENT A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEP'S FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST 5 TONS. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER. HAND-HELD TAMPER. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS, GRUB ORGANIC MATERIAL TO A MINIMUM OF 6" BELOW ORIGINAL GROUND LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COMMUNICATIONS, REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED DISPOSAL LOCATION. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E. WHERE UNSTABLE CONDITIONS ARE ENCOUNTERED, LINE THE RUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 3.03 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL CORRESPOND WITH SAID SUB -BASE COURSE. ELEVATIONS ARE TO BE CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. 0. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND COMPLETE SURFACE COURSE FOR ACCESS ROAD. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC THOROUGHFARE IS INCLUDED SCOPE OF WORK UNLESS OTHERWISE INDICATED. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND THEN SMOOTH SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN 3" MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. H. THE FINISH GRADE. INCLUDING TOP SURFACE COURSE SHALL EXTEND A MINIMUM OF 12" BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED, I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2:1. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES AS INDICATED ON PLANS. K. RIPRAP ENTIRE DITCH FOR 6'-0" IN ALL DIRECTIONS AT CULVERT OPENINGS. L. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS AND DITCHES, ORAINAGE SWALES, NOT OTHERWISE RIPRAPPED. M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR CULVERTS BE PLACED $0 THEY DIRECT WATER TOWARDS OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE, IF OWNER DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS GUIDANCE, ADVISE THE OWNER IMMEDIATELY. N. IF A DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUNT DIVERSIONARY HEADWALLS IN THE DITCH FOR 6'-0" ABOVE THE CULVERT ENTRANCE. 0. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL. P. SOW SEEDS IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. 0. IT IS THE CONTRACTOR'S RESPONSIMLITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 3.04 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM 0-1557 FOR SITE WORK AND 95% MAXIMUM DENSITY UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE. 3.05 PROTECTION A. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1"-2'. STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE. B. ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT SHALL BE WRAPPED/TIED WITH HOSE PROTECTED WIRE AND SECURED TO STAKES EXTENDING 2'-0" INTO THE GROUND ON FOUR SIDES OF THE TREE. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. .7§:HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315.0786 Fax: (501) 315.0700 www.hopeengineers.com ciricke't communications, Inc. .THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 0 THE CLIENT IS STRICTLY PROHISITEC 0�pl16 ry l L' 0 p r. If ARI ANSAS REGISTERED PROFESSIONAL No. 1975 ' f}' tk 4 -?X6 08-0108 NAME: -. PARKVIEW HS LIT -096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: - - - CO -LOCATE A&E PROJECT IN: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Teylm REVISIONS rA 09/12/08 CONSTRUCTION ISSUE 08/29/08 PRELIMINARY ISSUE 00/00/00 LEASE EXHIBIT DATE I OESCRIPHON s11F�r nrLE: GENERAL NOTES DRAWING NO. REVISION: GN -1 1 01 N CONCRETE CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION WORK INCLUDES CONSTRUCTION OF CAST -IN-PLACE CONCRETE FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING READY -MIX CONCRETE, REINFORCING, FORMWORK AND ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS. CAST -IN-PLACE CONCRETE INCLUDES ALL SITE CONCRETE. INCLUDING FOUNDATIONS, SLABS ON GRADE, EQUIPMENT PADS AND GVARDPOST FOUNDATIONS. 1.02 RELATED WORK A. COORDINATE UNDER SLAB CONDUITS B. COORDINATE WITH GROUNDING 1.03 APPLICABLE STANDARDS A. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE C. ASTM C33 - CONCRETE AGGREGATES D. ASTM C94 - READY -MIXED CONCRETE E. ASTM C150 - PORTLAND CEMENT F. ASTM C260 - AIR -ENTRAINING ADMIXTURES FOR CONCRETE G. ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS FOR CURING CONCRETE H. ASTM C494 - CHEMICAL ADMIXTURES FOR CONCRETE I. ASTM A615 - STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT J. ASTM A185 - STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT 1.04 QUALITY ASSURANCE CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER. 1.05 TESTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER MATERIAL REJECTION WHEN SUCH DEFECT IS DISCOVERED. NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER AND PIER FOUNDATION, TWO SMALL BE TESTED AT THREE DAYS AND TWO AT TWENTY-EIGHT DAYS. THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE, B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND CURED ON SIDE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. PART 2 - PRODUCT 2.01 CONCRETE MATERIALS CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, FINE COARSE AGGREGATES AND ADMIXTURES AS SPECIFIED BELOW. ALL, WELL MIXED AND BROUGHT TO PROPER CONSISTENCY. A. CEMENT: CEMENT SHALL BE IN TYPE II, GRAY COLOR, LOW -ALKALI PORTLAND CEMENT CONFORMING TO ASTM C150. B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN CONCRETE SHALL COMPLY WITH ASTM C33. C. WATER: WATER FOR MIXING AND CURING CONCRETE SHALL BE FREE FROM SEWAGE, OIL, ACID, ALKALI, SALTS AND SHALL BE FREE FROM OBJECTIONABLE QUANTITIES OF SILT AND OTHER DELETERIOUS SUBSTANCES. 2.02 ADMIXTURES A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C280. THE ADMIXTURE SHALL BE ADDED AS PART OF THE COMPUTED MIXING WATER REQUIREMENTS. AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED AT A UNIFORM STRENGTH AND SHALL BE BATCH BY MEANS OF RELIABLE MECHANICAL DISPENSERS. B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A - WATER REDUCING AND RETARDING. 2.03 CURING COMPOUND: ASTM C309, TYPE 1, CLASS B, TRANSLUCENT. 2.04 ACCESSORIES A. NON -SHRINK GROUT. PREMIXED COMPOUND CONSISTING OF NON-METALLIC AGGREGATE, CEMENT, WATER AND PLASTICIZING AGENTS; a CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 7,000 z PSI IN 28 DAYS. B. JOINT FILLERS BITUMINOUS TYPE, ASTM D1751 OR NON -BITUMINOUS TYPE, ASTM D1752. vr, C. ANCHOR BOLTS: ASTM A307; UNPRIMED. i 8 0 m 0 2.05 CONCRETE MIX A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, MAXIMUM DENSITY, STRENGTH AND DURABILITY REQUIREMENTS IN ACCORDANCE WITH ACI 301. THE 28 DAY DESIGN, COMPRESSIVE STRENGTH OF CONCRETE SHALL BE SPECIFIED ON THE DRAWINGS. CONCRETE FURNISHED MAY BE A COMMERCIAL READY -MIX PROVIDED THAT DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER THAN 45 MINUTES AFTER ADDITION OF WATER TO THE MIX. SLUMP OF DELIVERED CONCRETE SHALL NOT EXCEED 5". B. THE FOLLOWING STRENGTHS SHALL BE USED: 1. FENCE POST FOUNDATIONS - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI. 2. EQUIPMENT FOUNDATIONS - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI. 3. ALL OTHER CONCRETE NOT SPECIFIED - DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. 4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER FOUNDATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY THE ENGINEER. E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. PART 3 - EXECUTION 3.01 INSPECTION THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS, PLATES, REINFORCEMENT AND OTHER ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY PLACED, HELD SECURELY AND SHALL NOT CAUSE HARDSHIP IN PLACING CONCRETE. 3.02 PREPARATION A, THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING AGENT. APPLY BONDING AGENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.03 PLACING CONCRETE A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT, UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL REINFORCEMENTS FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE BEEN APPROVED AND UNTIL FACILITIES ACCEPTABLE TO THE CRICKET REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND CRICKET HAS PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT TESTING. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED JOINTS AND VAPOR BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. 3.04 SURFACE FINISHES A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS. B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT A UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT, OR BY SACKING WITH UTILITY OR ORDINARY GROUT. C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OR SURFACES, SUCH AS STAIR TREADS. WALLS. CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4 INCH PER/FT. D. SURFACES'THAT WILL BE COVERED BY BACKFILL OR CONCRETE SHALL BE SMOOTH SCREENED. E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, SCREENED, FLOATED, AND STEEL TROWELED. HAND OR POWER -DRIVEN EQUIPMENT MAY BE USED FOR FLOATING SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM TIME REQUIRED TO PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE FROM SCREENED MARKS OR OTHER IMPERFECTIONS. THE FINAL FINISH SHALL BE PRODUCED BY USE OF STEEL -BLADED FINISHING TROWELS. STEEL TROWELING SHALL COMMENCE ONLY AFTER THE SURFACES TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED AND SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND APPEARANCE. IF FREE WATER IS BROUGHT 70 THE SURFACE OURING THE FINISHING OPERATIONS. IT SHALL BE REMOVED BY SPONGING. FINISHING SHALL BE TIMED AND PERFORMED $0 THAT EXTRA WATER NEED NOT BE APPLIED TO THE SURFACE BEING TROWELED. 3.05 PATCHING THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE CONDITIONS. IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S DIRECTION. 3.06 DEFECTIVE CONCRETE THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI301. 3.07 PROTECTION A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY. FINISH WORK SHALL BE PROTECTED. B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE FROM ACID, ALKALI, SALTS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE, SPRINKLERS AND SPRAYING DEVICES. METALS PART 1 - GENERAL 1.01 WORK INCLUDED A. THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE GENERALITY THEREOF, INCLUDES ALL EQUIPMENT, LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS, INCLUDING: 1. STEEL FRAMING INCLUDING BEAMS ANGLES, CHANNELS AND PLATES. 2. WELDING AND BOLTING OF ATTACHMENTS. 1.02 REFERENCE STANDARDS A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER CITED HEREIN: 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, 196 RACE STREET, PHILADELPHIA, PA 19103, USA AS PUBLISHED IN "COMPILATION OF ASTM STANDARDS IN BUILDING CODES." 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES": "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." PART 2 - PRODUCTS 2.01 MATERIALS A, STRUCTURAL STEELS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL STEEL. 2.02 WELDING A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED. B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL CONFORM TO ASTM 1-233, E70 SERIES. BARE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. C. FIELD WELDING SHALL BE DONE AS PER AWSD 1.1 REQUIREMENTS. VISUAL INSPECTION IS ACCEPTABLE. D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST FASTENERS, INC. CD100 CAPACITOR DISCHARGE STUD WELDER OR EQUAL. E. PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. F. FOLLOW MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS TO PROPERLY SELECT AND INSTALL STUD WELDS. 2.03 BOLTING A. BOLTS SHALL BE 3/4" (MINIMUM) CONFORMING TO ASTM A325 HOT DIP GALVANIZED OR ASTM A153, NUTS SHALL BE HEAVY HEX TYPE. B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL CONNECTIONS CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN METHOD. 2.04 FABRICATION A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS STANDARDS AND CODES. 2.05 FINISH A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 2.06 PROTECTION A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH ZINC BASED PAINT. COLOR TO MATCH THE GALVANIZING PROCESS. HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hdpeengineers.com 16 cir7 et communications, Inc. THE INFORMATION CONTAINED IN THIS SET Or DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT V"CH RELATES fO THE CLIENT IS STRICTLY PROHIDITEE '`r 0� ARON AS REGISTERED PROFESSIONAL .. PROJ ECT lit. 08-0108 SITE NAME: PARKVIEW HS SITE N0686R: LIT -096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE ABEPROJECTN: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.T.#or REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 0 00/00/00 LEASE EXHIBIT N0. I DESCRIPTION sH EET TI TLE: GENERAL NOTES DRAWING NO. REVISION: GN -2 1 3.01 ERECTION OF STEEL A. PROVIDE ALL ERECTION EQUIPMENT. BRACING. PLANKING, FIELD BOLTS, NUTS. WASHERS. DRIFT PINS AND SIMILAR MATERIALS WHICH DO NOT FORM A PART OF THE COMPLETED CONSTRUCTION. BUT ARE NECESSARY FOR PROPER ERECTION. B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC REFERENCE STANDARDS, ALL WORK SHALL BE ACCURATELY SET TO ESTABLISHED ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. C. TEMPORARY BRACING. GUYING AND SUPPORT SHALL BE PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES DURING CONSTRUCTION AND TO PREVENT DANGER TO PERSONS AND PROPERTY. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. SPECIAL CONSTRUCTION -ANTENNA INSTALLATION PART 1- - GENERAL 1.01 WORK INCLUDED A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY CRICKET UNDER SEPARATE CONTRACT. THE CONTRACTOR $HALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COOROINATJON AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPERTY. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CRICKET COMMUNICATIONS SPECIFICATIONS, C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AS INDICATED ON DRAWINGS, E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TEST UNDER HEWLETT-PACKARD 87138 RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN R£FLECTOMETER (FDR) TEST RESULTS TO THE PROJECT MANAGER. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SU13MITTEO WITHIN ONE WEEK OF WORK COMPLETION, F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS, TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL. CABLE GROUNDING: 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN CONNECTIONS RE TO BE WEATHER SEALED WITH ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 322121 OR EQUIVALENT. 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). 1.02 RELATED WORK FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS. BUT COORDINATE WITH OTHER TRADES PRIOR TO BID: 1. FLASHING OF OPENING INTO OUTSIDE WALLS. 2. SEALING AND CAULKING ALL OPENINGS. 3. PAINTING. 4. CUTTING AND PATCHING. 1.03 REQUIREMENTS OF REGULATOR AGENCIES A. FURNISH UL LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE. INSTALL IN CONFORMANCE WITH UL STANDARDS WHERE APPLICABLE. .0. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILMNG CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK, THIS WORK INCLUDES. BUT IS NOT LIMITED TO THE FOLLOWING: 1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION RS -22. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA ro SUPPORTING STRUCTURES. 0 2. FAA -- FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7480 -IH, CONSTRUCTION MARKING AND LIGIiTNG. 'i 3. FCC - FEDERAL COMMUNICATION COMMISSION RULES AND ¢ -REGULATIONS FORM 715, -OBSTRUCTION MARKING AND IJGHTING 17f SPECIFICATION FOR ANTENNA STRUCTURES, 1 4. RISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR STRUCTURAL JOINTS USING ASTM 1325 OR A490 BOLTS. 5. NEC NATIONAL ELECTRIC CODE - ON TOWER LIGHTING KITS. 6. UL - UNDERWR+TER'S LABORATORIES APPROVED ELECTRICAL 7. IN ALL CASES, PART 77 OF THE FAA RULES AND PARTS 17 AND I 22 OR THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONfLtCT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. z 8. LIF£ SAFETY CODE NFPA, LATEST EDITION. mlAHOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315-0700 www. hopeeng i neers.com c ri et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF OOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THIN THAT WHICH RELATES 0 THE CLIENT IS STRICTLY PROHIBREC �I►ca`TALn 0 ARKANSAS k 7t REGISTERED PROFESSIONA No. 1975 - 10,11 L w .� PROJECT Ho. 08-0108 SITE NAME: PARKVIEW HS Sari: NUMMN LIT -096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE-- CO-LOCATE YPECO-LOCATE A&E PROJECT#: •08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 0 00/00/00 LEASE ExH18R NO. DATE DESCRIPTION SHEETTIII.E' GENERAL NOTES DRAWING NO. REVISION: GN -3 1 ELECTRICAL SPECIFICATIONS GENERAL PROPERTIES A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, EQUIPMENT AND APPLIANCES REQUIRED TO COMPLETE THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS. B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: INSTALLATION, MATERIAL, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE (NEC) — APPLICABLE STATE ELECTRIC CODES, THE NATIONAL ELECTRICAL SAFETY CODE (NESC), AND THE TERMS AND THE CONDITIONS OF THE AUTHORITIES HAVING LAWFUL JURISDICTION PERTAINING TO THE WORK REQUIRED. ALL MODIFICATIONS REQUIRED BY THESE COPES, RULES, REGULATIONS AND AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE UNDERWRITER'S LABORATORIES (UL): ALL MATERIALS, APPLIANCES OR DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS OF UNDERWRITER'S LABORATORIES, INCLUDING THE LABEL OF OR LISTING BY: UL IS REQUIRED. C. MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE THE PRODUCT OF THE SAME MANUFACTURER WHERE NO SPECIFIC MATERIAL APPARATUS OR APPLIANCE IS MENTIONED. MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE OWNER. MATERIAL AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH MATERIAL AND SHALL BE THE MANUFACTURER'S CURRENT IN STANDARD AND DESIGN, D. EXECUTION: FABRICATION, ERECTION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP PROGRESS OF THE PROJECT. E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, EQUIPMENT AND ALL CIRCUITS FOR PROPER OPERATING CONDITION AND FREEDOM FROM GROUNDS j AND SHORT CIRCUITS BEFORE ACCEPTANCE IS REQUESTED. ALL EQUIPMENT, APPLIANCES AND DEVICES SHALL BE OPERATED UNDER LOAD CONDITIONS. F. AS—BUILT DRAWINGS: DURING PROCESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORDED DATA TO BLUE PRINTS OF THE ORIGINAL DRAWINGS. RACEWAYS AND FITTINGS A. CONDUITS: ELECTRICAL METALLIC TUBING (EMT): MILD STEEL, ZINC COATED ON THE OUTSIDE AND EITHER ?INC COATED OR COATED WITH AN APPROVED CORROSION RESISTANT COATING ON THE INSIDE. MAXIMUM, SIZE 2 ELECTRICAL TRADE SIZE, UNLESS NOTED ON THE DRAWINGS OF SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED BY NEC. B. CONDUIT FITTINGS: CONNECTORS AND COUPLINGS: EMT COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE IRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER THE GLAND AND RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE LOCKING TYPE CONNECTORS TO HAVE INSULATED THROATS, EMT FITTINGS USING SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT TO BE PERMITTED. BUSHINGS: INSULATED TYPE DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT IMPAIRING THE CONTINUITY OF THE CONDUIT, IMC AND RIGID ALUMINUM CONDUIT. C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT OR RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT INSTALLATION: INSTALL CONCEALED CONDUIT AND EMT IN AS DIRECT LINES AS POSSIBLE. INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO OR AT RIGHT ANGLES TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH STANDARD ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF STANDARD ELBOWS. D. CONDUIT SUPPWT ,PROVIDE SUPPORTS. Q- . HORIZONTAL CONDUITS AN❑ EMT . NOT MORE THAN 8 FEET APART WITH NOT LESS THAN TWO ELBOW OR BEND INCLUDING RUNS ABOVE SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALL JUNCTION BOXES, SWITCHES, FITTINGS, ETC. INSTALL HOLE PIPE STRAPS ON CONDUITS 1 INCH OR SMALLER. INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH. SPRING STEEL FASTENERS WITH HANGER RODS MAY BE USED IN DRY LOCATIONS IN LIEU OF PIPE STRAPS. CONDUCTORS A. WIRES ANO CA9LES (600 VOLTS): CONFORM TO THE APPLICABLE UL AND IPCEA STANDARDS FOR THE USE INTENDED. COPPER CONDUCTORS WITH 600 VOLTS INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE DRAWINGS. STRANDED CONDUCTORS FOR NO. 8 OR LARGER WHERE ELSEWHERE SPECIFIED OR NOTED ON THE DRAWINGS. USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. INSULATION SHALL RE TYPE THHN/THWN INSULATION 75' C FOR ALL CONDUCTORS. OTHERWISE SPECIFIED CONDUCTORS COLOR --CODED IN ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME PHASE j CONDUCTOR, COLOR CODING SHALL BE A—BLACK, B—RED, N—WHITE, WITH GREEN FOR ALL GROUND CONDUCTORS. B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS NO. 6 AND SMALLER: 3M SCOTCH—LOK 0R THOMAS dBETTS STA—KON COMPRESSION OR INDENT TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATING CAPS. FOR COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS INDENT HEX SCREW OR BOLT TYPE PRESSURE CONDUCTORS, PROPERLY TAPED OR INSULATED. C. SPLICES: (480 VOLTS AND UNDER): CONDUCTOR LENGTHS SIIALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES UNLESS APPROVED BY THE BUILDING INSPECTOR. CIRCUIT BREAKERS A. PROVIDE MOLDED CASE, BOLT—ON, THERMAL MAGNETIC TRIP, SINGLE, TWO OR THREE POLE BRANCH CIRCUIT BREAKERS AS SHOWN ON DRAWINGS. MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE, COMMON TRIP, A/C RATING TO MATCH EXISTING OR AS REQUIRED FOR AVAILABLE FAULT CURRENTS. GROUNDING 1. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN THE AC PANEL IN THE POWER CABINET IS CONSIDERED A SUB—PANEL, THE GROUND WIRE SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL. OTHERWISE, THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE -2 HOLE LONG BARREL LUGS OR DOUBLE CRIMP CLAMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTI—OXIDANT (COPPER SHIELD) BEFORE MAKING THE CRIMP CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS ARE TO BE FOLLOWED. 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID—POINT. 5. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8". PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIPMENT. 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND /OR CEILINGS. 7. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUS IN THE PANEL BOARD. 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. 9. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. GROUND FIELD TEST PROCEDURE: A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED -AND CERTIFIED 'TESTING AGENT: PROVIDE' INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE (5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS MAXIMUM. ENCLOSURES: A. ANY ENCLOSURES PURCHASED BY THE CONTRACTOR SHALL BE STAINLESS STEEL NEMA 4X (WEATHERPROOF) CONSTRUCTION. HOFFMAN ENCLOSURES OR APPROVED EQUAL. GENERAL NOTES: 1CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH—IN. 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE #10 AWG (jJ8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 DEGREES F), 989 CONDUCTIVITY, MINIMUM JJ12. 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J—BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY OR APPROVED EQUAL. 9. CONDUIT ROUGH—IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 10. ALL PANEL DIRECTORIES SHALL BE TYPE WRITTEN NOT HAND WRITTEN. 11. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES AND ALL DISCONNECT SWITCHES, STARTERS AND EQUIPMENT CABINETS. 12. THE CONTRACTOR SHALL PREPARE AS—BUILT DRAWINGS, DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 13. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED, LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS). 14. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACR AS ADOPTED BY THE APPLICABLE STATE. 15. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. 00 NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 16. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER -PRIOR TO ROUGH—IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PIANS ARE BASED UPON BEST AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). LOCATION OF ALL OUTLET, BOXES, ETC. AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH—IN. I�IAHOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315-0700 www.hopeengineers.com crit et communications, Inc. THE INFORMATION CONTAIN$D IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. 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FLOOD MOTS lire wtq i pmpedy oppe.ra Itr Do to 7.050 'k' of tha F1*0 tnWitmi-e IZttc line Lspmmvrkty Paf.el Fr+4 (*pill 0101 F, nffeh 6vall en arfeck0 date of 0ddlser 1Q, BCQS ani Is Hot In a olmvht Ifaad il0ltord o]ca. tfa Field r1kCMIFr?nteiltr Wdfe used 1, tidx 1d4;ttATJ0M1[10Pr. dad nn '916M ton re 3LKette fnay ba AtedeA fvt vttuiautlarL NOT . THE PROPERTY'LINES AND CONTOURS SHOWN ON THIS DRAWING ARE BASED ON A SURVE=Y PROVIDED BY VERIZON WIRELESS - THAT WA5 PERFORMED MARCH 23, 2005 BY WILLIAM L. HOWELL, PLS HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hopeengineers.com cricet communications, Inc. THE INFORMATION CONTAINED IN THIS SEt OF DOCUMENTS IS PROPRIETARY BY NATURE_ ANY USE OR DISCE.OSURE OTHER THAN THAT WHICH RELATES FO THE CLIENT IS STRICTLY PROH1SIM Ijf{'gTAI V,� F ARKANSAS REGISTERED PROFESSIONA. ENGUUER.i R r► } �+ r�vi i■ ��{ PROJECT No 08-0108 SITE NAME: PARKVIEW HS 5}TE NUMBER: LIT -096-A SirE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE A&EPROJECT#: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.TayW REVISIONS 1 09/112/00 CGNSTRWn10N ISSUE A08/29/08 PRELIMINARY SSUE o 00/00/00 LEASE EXHIBIT NO. OAIE DESCRWItON 7SIRIEETLE: CIVIL PLOT PLAN OR SURVEY DRAWING NO. :71,Cft] C-1 CIVIL LEGEND: Q PROPOSED CRICKET 10'-O"x15'-0" LEASE AREA 0 PROPOSED CRICKET 4' -0"x13' -O" PLATFORM Q3 PROPOSED CRICKET BTS CABINETS ® PROPOSED CRICKET PPC/TPC CABINET ON 6'-0" WIDE H -FRAME Q PROPOSED CRICKET GPS ANTENNA MOUNTED ON ICEBRIDGE POST © PROPOSED CRICKET 1' -0"x10' -O" ICEBRIDGE R n00 ,.II• ARM10 N I" '41 rr 61 EXISTING I EXISTING`'`. '11c WOOD FENCE _ wo � EXISTING OPEN .2 0 PORT MON € 1 EXISTING yr 5 MULTI -TENANT ' OPEN \ —METER/TELCO RP T RACK EXISTING I ICESRIDGE - 6 Y EXISTING "'+ 1 ..,.ti 3'—al" 1 GENERATOR in rte. 13'_0„ 8` 0.. F EXISTING VER12ON 9'xl6* �� ar -Ya. EQUIPMENT PAO 25'_0" 6 p U I s 0 s 0 1 ENLARGED SITE PLAN SCALE: 3/32"=1 ' —0" N .'tRHOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315-0700 www.hopeengineers.com c r7 et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO THE CLIENT IS STRICTLY PROHIBITED. +0{ +�+ ARKANSAS • REGISTERED PROFESSION -L No. 197 ++f++ �� rl 'w f PROJECTRO. 08-0108 SITE NAME: PARKVIEW HS SITE NUMBER: - LIT -096-A SITE AD O kR9' — 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: ------ - - ------ CO-LOCATE A&E PROJECT 8: OS -0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 0 00/00/00 LEASE EXHIBrt No. BATE DESCRIPTION SHEET 11TL E: ENLARGED SITE PLAN DRAWING NO. REVISION: A-1 1 11 I 8 0 0 EQUIPMENT LAYOUT SCALE: N.T.S. PROPOSED CRICKET H-FRAMEPROPOSED 4'-0"x13'-0" WITH METER, DISCONNECT AND PLATFORM ANDREW POWER PROTECTION CABINET /-PART# MTCP041384AL I 0 GROWTH RADIO POWER CABINET CABINET i 1 n � It 13'-0" EQUIPMENT LAYOUT SCALE: N.T.S. GROWTH It GPS SECTOR C (GAMMA) SECTOR B (BETA) A— SECTOR A (ALPHA) CABINET COAX CONFIGURATION SCALE: N.T.S. 91 ANDREW WB-CYIOO 1'-0"x10'-0" SAFETY GRATING ANDREW WB-TK120 TRAPEZE KIT, BOTTOM RUNG 7'-0" MIN. ABOVE GRADE ANDREW WB -K110 -B WAVEGUIDE BRIDGE KIT W/3"x13'-0" POST SCALE: N.T.S. HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315-0700 www.hopeenglneers.com 't cri e communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 'O THE CLIENT IS STRICTLY PROH19JEE rr'll STC 0T E �~ 0#0 ARKANSAS REGISTERED PROFESSIONAL, " No197 %;&Z- ' tw PROJECT Nn. 08-0108 SITE NAME: PARKVIEW HS LIT -096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE A&E PROJECTM 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/06 CONSTRUCTION ISSUE A 05/29/081 PREUMINARY ISSUE 0 00/00/001 LEASE EXMBIT NO. DATE DESCRIPTION 'SHEETIME' PLATFORM AND WAVEGUIDE DETAILS DRAWING NO. REVISION: A-2 I 4 S N I TOWER ELEV. CRICKET ANTENNAS ELEV. - 80'70" CRICKET ANTENNAS VNA SCHEDULE FOR :, AND SIZE). in TOWER ELEVATION m � SCALE: N.T.S. RICKET LATFORM THESE DRAWINGS ARE NOT INTENDED TO REFLECT THE STRUCTURAL INTEGRITY OF THE TOWER. THE PROPOSED ANTENNAS AND TRANSMISSION LINES SHOWN ARE REPRESENTATIVE IN NATURE AND DO NOT REFLECT THE ACTUAL CONFIGURATIONS REQUIRED. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS OF THIS TOWER SITE FOR THE APPROVED LOCATION AND CONFIGURATION OF ALL ANTENNAS AND TRANSMISSION LINES. ALL ANTENNAS MUST BE MOUNTED AND THE TRAtgSMISSION LINES CONFIGURED IN STRICT ACCORDANCE WITH THE STRUCTURAL ANALYSIS. GPS ANTENNA 1 1/4"4 SCH. 40 S.S. OR GALV. PIPE PIPE CAP 1 1/4" PIPE TI 3" PIPE CLAMP 3 1/2" O.D. IC BRIDGE r'OST (EXTENDED) GROUNDING KIT 1/2'0 COAX CABLE MIN. BENDING RADIUS PER MFG. STANDARD" #2 AWG BCW TO GROUND RING GPS DETAILS SCALE: N.T.S. SECS IµUTH 2611F _Y TRUE NORTH 0' 270' 90' 180' A CABLE AND-.. N UINT. I.ARE ASED ON ESTIMATED LENGTHS. ANTENNA INFORMATION AND NOTIFY PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. MOUNT TX/RX COLOR CODE ANTENNA ANTENNA DT AZIMUTH FEEOLINE FEEDLINE RAD MFG. MODEL (DEG) (DEG) SIZE CITY CTR A, ANTENNA CABLES: AS SCHEDULED POS. B. ANTENNA CONNECTORS: AS SCHEDULED Q A TX1 YELLOW/BROWN MID KMW HB-%-AW-19-65-OOT 0' 35' 1 5/8" 2 80' T RX1 YELLOW/WHITE 3. INSTALLATION a A. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL. a B A TX1 RED/BROWN MID HB -X -AW -19 -65 -OOT 0' 120' 1 5/8" 2 80' RX1 RED/WHITEKMW W A Txt GREEN/BROwNKMW MID HB -X -AW -19 -65 -OOT 0' 26W 1 5/8" 2 80' RX1 GREEN/WHITE 0 B MINIMUM OF 75% OR GPS NOTES: 270' IN ANY DIRECTION 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD nD WELD 1-1/4" DIAMETER, SCH. 40, GALV. STEEL OR STAINLESS STEEL PIPE. #2 AWG BCW THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE -#6 AWG GROUNDING OBi7w PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH KIT CABLE BE AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. BUSS BAR 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS MOUNTED WITHIN 2 DEGREES OF VERTICAL. AND THE BASE OF THE ANTENNA IS TO ICE BRIDGE WITHIN 2 DEGREES OF LEVEL. GPS MINIMUM SKY VIEW REQUIREMENTS 4. DO NOT SWEEP TEST GPS ANTENNA. SECS IµUTH 2611F _Y TRUE NORTH 0' 270' 90' 180' A CABLE AND-.. N UINT. ANTENNA ORIENTATION DETAIL � SCALE: N.T.S. B. CABLES SHALL BE LABELED IN ACCORDANCE WITH CRICKET METHODS AND SPECIFICATIONS. COLOR BANDING SHALL BE 2" WIDE ON THE MAIN LINE WITH 1" SPACING BETWEEN COLORS, COLOR BANDS ON JUMPERS SHALL BE 1" WADE WITH 1" SPACING. START BANDS 3" BEYOND CONNECTOR WITH SECTOR COLOR NEAREST CONNECTOR. C. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH WEATHERPROOFING KITS. D. THE MINIMUM BENDING RADIUS FOR ALL ANTENNA CABLES SHALL BE AS SHOWN BELOW OR PER THE MANUFACTURER, WHICHEVER IS MORE CONSERVATIVE: CABLE IN AIR OR CABLE TRAY IN CONDUIT 1/2" 5" 10" 7/8" 10" 18.. 1-5/8" 20" 28" E. CABLES SHALL BE INSTALLED WITH THE MINIMUM NUMBER OF BENDS. CABLE SHALL NOT BE LEFT UNTERMINATED IN THE FIELD. HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hopeengineers.com crlc et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES D THE CLIENT IS STRICTLY PROHIBITEE 1100 v --z ARKANSAS REGISTERED PROFESSIONA: No. 1975 t`f' �/z-le, f � y f PROJECT No. 08-0108 SITE NAME: PARKVIEW HS SrrE NUMBER: -��-- LIT-096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE A&EPROJECTMOB-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taytor REVISIONS 1 09/12/08 coNSTRUCTION ISSUE A 08/29/08 PREUMINARY ISSUE O 00/OD/DO LEASE EXHIBIT No. oar¢ pEsallPrwN SHEET TITLE ANTENNA ELEVATIONS, ORIENTATIONS AND DETAILS DRAWING NO.REVISION. A-3 I.ARE ASED ON ESTIMATED LENGTHS. ORDERING CABLES CONTiRACTOR TO VENNA RIFY ACTUALLE LENGTH BASED ON CONSTRUCTIONILAYOUT AND NOTIFY PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. MATERIALS A, ANTENNA CABLES: AS SCHEDULED B. ANTENNA CONNECTORS: AS SCHEDULED C. CABLE HANGERS: INSTALLED AT MAXIMUM 4' SPACING COAX RUN INSIDE 0. GROUNDING KITS - AS SPECIFIED MONOPOLE THROUGH EAST (90') PORT 3. INSTALLATION A. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ANTENNA WITH A DIGITAL LEVEL. ANTENNA ORIENTATION DETAIL � SCALE: N.T.S. B. CABLES SHALL BE LABELED IN ACCORDANCE WITH CRICKET METHODS AND SPECIFICATIONS. COLOR BANDING SHALL BE 2" WIDE ON THE MAIN LINE WITH 1" SPACING BETWEEN COLORS, COLOR BANDS ON JUMPERS SHALL BE 1" WADE WITH 1" SPACING. START BANDS 3" BEYOND CONNECTOR WITH SECTOR COLOR NEAREST CONNECTOR. C. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH WEATHERPROOFING KITS. D. THE MINIMUM BENDING RADIUS FOR ALL ANTENNA CABLES SHALL BE AS SHOWN BELOW OR PER THE MANUFACTURER, WHICHEVER IS MORE CONSERVATIVE: CABLE IN AIR OR CABLE TRAY IN CONDUIT 1/2" 5" 10" 7/8" 10" 18.. 1-5/8" 20" 28" E. CABLES SHALL BE INSTALLED WITH THE MINIMUM NUMBER OF BENDS. CABLE SHALL NOT BE LEFT UNTERMINATED IN THE FIELD. HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hopeengineers.com crlc et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES D THE CLIENT IS STRICTLY PROHIBITEE 1100 v --z ARKANSAS REGISTERED PROFESSIONA: No. 1975 t`f' �/z-le, f � y f PROJECT No. 08-0108 SITE NAME: PARKVIEW HS SrrE NUMBER: -��-- LIT-096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE A&EPROJECTMOB-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taytor REVISIONS 1 09/12/08 coNSTRUCTION ISSUE A 08/29/08 PREUMINARY ISSUE O 00/OD/DO LEASE EXHIBIT No. oar¢ pEsallPrwN SHEET TITLE ANTENNA ELEVATIONS, ORIENTATIONS AND DETAILS DRAWING NO.REVISION. A-3 ANTENNA MOUNT SCALE: N.T.S. CRICKET PPC/TPC 30" CLEAR TO O OPEN DOOR O O GRADE (N) CRICKET PLATFORM PLATFORM ELEVATION SCALE: N.T.S. ANDREW CORPORATION UNIVERSAL CHAIN MOUNT KIT: CM -30T-72 (10"-30" O.D.) CM -60T-72 (30"-60" O.D.) PIPE SUPPORTS: MT -651 (3) 72"X2 3/8.0 (N) CRICKET BTS CABINET RUN COAX INSIDE MONOPOLE 3 COAX SUPPORT BRACKET SCALE: N.T.S. (N) CRICKET GPS ANTENNA HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hopeengineers.com cricke't communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES O THE CLIENT IS STRICTLY PROHIBIYEC 'TA 00r �SC L fi t ARKLN� AS REGISTERED PROFESSIONAL 1975 v •�z,0� M w _.s�� ARE PROJECT 11: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY. L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 0 00/00/00 LEASE EXHIBIT N0. DATE 0ESCRIPTION SHEET TITLE: ANTENNA MOUNT AND PLATFORM ELEVATION DRAWING NO. REVISION: A-4 PROJECT No, 08-0108 SITE NAME: (N) KI 10 WB-K110-8ILU&I PARKVIEW HS GRIP LOOP sTif NUMBER: LIT -096-A SITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE ARE PROJECT 11: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY. L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 0 00/00/00 LEASE EXHIBIT N0. DATE 0ESCRIPTION SHEET TITLE: ANTENNA MOUNT AND PLATFORM ELEVATION DRAWING NO. REVISION: A-4 I I N 1 4 N PER SECTOR RXI/TX1 RX1/TX1 RX2 I BTS CABINET 141 IOUNO BAR :NNAS) . 2/E-4 IAL UND LEAD TO &ULT NEAR UND LEAD TO AULT NEAR ANTENNA SCHEMATIC DIAGRAM SCALE: N.T.S. NOTES: A. REFER TO SHEET A-3 FOR ANTENNA AND COAX MAKE AND MODEL. B. WEATHERPROOF ALL GROUNDING CONNECTIONS AND CONNECTORS. RE: 2/A-5 C. CONTRACTOR SHALL NOTE ANTENNA SERIAL NUMBERS AND ACTUAL COAX LENGTHS ON RED_ LINES. 0. FOR COAX RUNS OVER 200' IN LENGTH, PLACE AN ADDITIONAL GROUNDING KIT AND GROUND BAR MID WAYS UP THE TOWER. GROUNDING CLAMP GROUNDIN( CLAM1 ASSEMBL` SLOT FOR ADJUSTABLE BAND CLAMP 1/4"-2o HARDWARE #6 GROUND LEAD (DANTENNADETAILL SCALE: N.T.S. PUTTY TAPE FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 1 COAX WEATHERPROOFING & GROUNDING SCALE: N.T.S. 2 3/8"0 ANTENNA SUPPORT PIPE. PIPE WILL EXTEND A MIN. OF 4" ABOVE ANTENNA (N) DOWNTILT BRACKET SUPPLIED WITH ANTENNA ANTENNA 16 GREEN STRANDED GROUND CADWELO TO ANTENNA MAST FROM UPPER GROUND BAR (N) 1/2"0 JUMPERS Isl LAYER ELECTRICAL TAPE 2nd LAYER MASTIC TAPE 3rd LAYER ELECTRICAL TAPE GROUNDING CLAMP FIGURE 5 #6 GROUND LEAD 2 HOLE LUG O FIGURE 6 O HOPE E ENGIN ERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501)315-0700 www.hopeengineers.com CT-icV4et communications, Inc. THE INFORMATION CONTHNED IN THIS SET Of DOCUMENTS )S PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 0 THE CLIENT IS STRICTLY PROHISITEC g't A 0� 010 AkDAN AS REGISTERED PROFESSIONAL ENG,WEE$f/_ -No( 1975$ v 111111f � 10 + t � PROJECT Ho. 08-0108 SCIS NAME: -- - --- PARKVIEW HS LIT -096-A ITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 CO -LOCATE A&E PROJECTM 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 000/00/00 LEASE EXHIBITN0. DATE DESCMPTMN SHEF r TITLE: COAX AND ANTENNA DETAILS DRAWING NO. REVISION: A-5 1 1 ANTENNA COMPONENTS ITEM N0. ITEM DESCRIPTION TOTAL QUANTITY 1 ANTENNA 3 2 TOP JUMPERS 6 2a ATTACHED MALE DIN CONNECTORS 12 3 MAIN COAXIAL CABLE 6 4 UNATTACHED FEMALE DIN CONNECTOR 12 5 BOTTOM JUMPERS 6 5A UNATTACHED MALE DIN CONNECTORS 12 6 COAX GROUND KIT 18 NOTES: A. REFER TO SHEET A-3 FOR ANTENNA AND COAX MAKE AND MODEL. B. WEATHERPROOF ALL GROUNDING CONNECTIONS AND CONNECTORS. RE: 2/A-5 C. CONTRACTOR SHALL NOTE ANTENNA SERIAL NUMBERS AND ACTUAL COAX LENGTHS ON RED_ LINES. 0. FOR COAX RUNS OVER 200' IN LENGTH, PLACE AN ADDITIONAL GROUNDING KIT AND GROUND BAR MID WAYS UP THE TOWER. GROUNDING CLAMP GROUNDIN( CLAM1 ASSEMBL` SLOT FOR ADJUSTABLE BAND CLAMP 1/4"-2o HARDWARE #6 GROUND LEAD (DANTENNADETAILL SCALE: N.T.S. PUTTY TAPE FIGURE 1 FIGURE 2 FIGURE 3 FIGURE 4 1 COAX WEATHERPROOFING & GROUNDING SCALE: N.T.S. 2 3/8"0 ANTENNA SUPPORT PIPE. PIPE WILL EXTEND A MIN. OF 4" ABOVE ANTENNA (N) DOWNTILT BRACKET SUPPLIED WITH ANTENNA ANTENNA 16 GREEN STRANDED GROUND CADWELO TO ANTENNA MAST FROM UPPER GROUND BAR (N) 1/2"0 JUMPERS Isl LAYER ELECTRICAL TAPE 2nd LAYER MASTIC TAPE 3rd LAYER ELECTRICAL TAPE GROUNDING CLAMP FIGURE 5 #6 GROUND LEAD 2 HOLE LUG O FIGURE 6 O HOPE E ENGIN ERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501)315-0700 www.hopeengineers.com CT-icV4et communications, Inc. THE INFORMATION CONTHNED IN THIS SET Of DOCUMENTS )S PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 0 THE CLIENT IS STRICTLY PROHISITEC g't A 0� 010 AkDAN AS REGISTERED PROFESSIONAL ENG,WEE$f/_ -No( 1975$ v 111111f � 10 + t � PROJECT Ho. 08-0108 SCIS NAME: -- - --- PARKVIEW HS LIT -096-A ITE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 CO -LOCATE A&E PROJECTM 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 000/00/00 LEASE EXHIBITN0. DATE DESCMPTMN SHEF r TITLE: COAX AND ANTENNA DETAILS DRAWING NO. REVISION: A-5 1 1 I I 0 0 8 UTILITY LEGEND: 1D PROPOSED 4" PVC CONDUIT TELCO SOURCE 02 PROPOSED 3" PVC CONDUIT ELECTRIC SOURCE Q PROPOSED CRICKET BTS CABINETS ® PROPOSED CRICKET PPC/TPC CABINET ON 6'-0" WIDE H -FRAME 05 PROPOSED CRICKET GPS ANTENNA MOUNTED ON ICEBRIDGE POST © PROPOSED CRICKET 1'-0"x10'-0" ICEBRIDGE 1 I L-INur X NOTES: I. CONDUIT FROM PPC CABINET LOCATED ON (N) H -FRAME TO BE ROUTED UNDER (N) PLATFORM TO EQUIPMENT. X EXISTING OPEN 121 ' MONOPOLE PORT x 5 EXISTING OPEN MULTI—TENANT PORT —� x METER/TELCO , RACK I 6 + s x EXISTING I , EXISTING_ ICEBRIDGE I GENERATOR x EXISTING 4 a x VERIZON 9'x 16' EQUIPMENT PAD C Ia UCT-- UGT-- UGT.—_ UCT— UCT— UCT— UCT— U0T— UCT— � + UCP— UCP— UGP---- UCp�---- VGr4— UOT-- UGT UCP^al ucP-- UG =— UG.^ UG -- UGP— UGP— UC^ UGP— UGp x x x x x x x x x x x X D UTILITY ROUTING PLAN SCALE: 1/8 /8" = 1 3" SCH. 40 GALV. PIPE GENERATOR RECEPTACLE I" RGS CONDUIT FOR TELCO TO EQUIPMENT 4" PVC CONDUIT FROM TELCO SOURCE #2 BCW CADWELD TO POST, CONNECT TO GROUND RING v-0" 200A FUSABLE SAFETY SWITCH oORCt 210 oc 0 U) i C==C= FOR POWER I n C==C== 0 (E)METER BANK N 0 0 •1"'RGS CONDUIT • 1 FOR POWER TO v HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hopeengineers.com cricke't communications, Inc. Lr o N THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE • OTHER THAN THAT WHICH RELATES TO THE CLIENT IS STRICTLY PROH191TEC 1 5�A O� _ AR ANSAS REGISTERED PROFESSIONAL 1 MID -.. nxrnr�Tnr�nr. 12"0 L I 1 `%� L. `Ro. 1 TH FRAME/PPC CABINET DETAIL SCALE: N.T.S. NOTE: FINISHED GRADE, OR 1. LEAN CONCRETE, REO -COLORED TOP, MAY BE SLOPE AND THICKNESS GROUND COVER MATCH USED IN PLACE OF COMPACTED SAND. OF EXISTING UNDISTURBED SOIL--A/-CAUTION TAPE 12" I MIN. DEPTH Z 3" POWER CONDUIT 12" 24" MIN. QTHR DETAIL SCALE: N.T.S. COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL TO 95% PROCTOR COMPACTED SAND (SEE NOTE 1) 4" TELCO CONDUIT 08-0108 SITE NAME: PARKVIEW HS SITE NUMBER: LIT -096-A SITE ZURESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: T^ CO -LOCATE A&EPROJECT#,' 08-0108 DRAWN BY' L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A 108/29/Oal PRELIMINARY ISSUE 0 100/00/001 LEASE EXMelT N0. DATE I DESCRIPTKN7 SHEET TITLE: POWER/TELCO ROUTING AND DETAILS DRAWING NO. REVISION: E-1 1 H i N I N W 0 1 0 s m 0 (3) 3/0 W/ (1) #2 GRD 200A FUSABLE — DISCONNECT SWITCH NEW 200A METER 200/2 200A EMERGENCY GENERATOR — -- — — RECEPTACLE r I I I^ L1 I III sa/2 , I I i I I I I I c 3 I l I l 5 I II I I L I I o''nr 7 I I I I I 9 PPC CABINET ----/I I I TRANSTECTOR MODEL- TTOR-200-24-CC-08 (2) #6, (1) #6G (2) #12, 1 12G 1"0 RGS CONDUIT 200A I -• GROUND PER NEC250-24 l- (3) 3/0, (1) #2 GRD tL2 200/2 1 -T MAIN C.B. I SINGLE LINE DIAGRAM .SCALE: N.T.S. 1 6 vr�Y I I 8 srwc I I 10 r.srwc 12 TELCO PANEL MODULAR BATTERY CELL BACKUP CABINET UNIT (MCC) #1 (BBU) #1 "POWER SOURCE" 3"OSCH. 40 PVC CONDUIT (OR AS REQ'D. BY LOCAL ELECT. CODE) 0ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE, LAWS, AND ORDINANCES, PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF 'TI" SERVICE LINE TO TERMINATE AT THE PPC CABINET. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN AND DETAIL DRAWINGS. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 3 7 OLOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. TO EXISTING UTILITY F1 V UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE R4G10 GALVANIZED STEEL SOURCE "T1" UNLESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC TELEPHONE SERVICE REQUIREMENTS. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE 4"0 SCH. 40 FROM THE PPC SHALL BE ROUTED AND PVC CONDUIT FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. W^ L� CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND L CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. PER O THE PPC CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND GROUND NEC25-24 INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10 LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE COORDINATED BY ELECTRICAL CONTRACTOR AND FIELD 1"0 RGS CONDUIT O CONSTRUCTION MANAGER. 38@ 11 #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hopeengineers.com crit et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR 131SCLOSURE OTHER THAN THAT WHICH RELATES 0 THE CLIENT IS STRICTLY PROHINTEE +f► ARKANSAS ■ REGISTERED PROFESSIONAL o. 1975 ' Im Yl,rI0 08-0108 NAME: PARKVIEW HS ITE NUMBER: -- --- LIT-096-A lT� ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 CO -LOCATE A&EPROJECTM 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS kA 09/12/06 CONSTRUCTION ISSUE Oa/29/OB PRELIMINARY ISSUE 00/00/00 LEASE E%HIBR DATE DESCRIPTION SRECT TITLE: ONE -LINE DIAGRAM AND ELECTRICALbETAILS DRAWING NO. REVISION: E-2 1 GROUNDING VAULT 13"x24"02" PART# MTC97681324 (2) #2 BARE STRANDED STINGERS —r WITH TWO HOLE LONG BARREL COMPRESSION LUGS, TYP. R6 GREEN THHN GROUND I LEADS FROM COAX GROUND I KITS WITH TWO HOLE LONG 1 BARREL COMPRESSION LUG 1„ (MTC 976715 - 15' OR MTC 976720 - 20') I EXISTING TOWER " GROUND RING 111 bi� r:=_ R��r:. rwr I NEW GROUND RING PLACED DIRECTLY ON GRADE I I I TINNED COPPER THROUGHSTINGERS EXTEND • 1- DEPENDENT ON CABINET Z �� , GROUNDING PLAN S -GALE: N.T.S. I t W N 0 s 0 MIRAFI FILTER 500 OR GREA1 FINISH GRA RA6 GROUND RING DETAIL SCALE: N.T.S. SOLID BARE COPPER EXTERIOR RING EXOTHERMIC WELD TO GROUND ROD (TYPE GT) 5/8"0 x 10'-0" COPPERCLAD GROUND ROD (TYPICAL) GROUNDING NOTES: 1, ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE. THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND ELECTRODE SYSTEM, WHEN THE AC PANEL IN THE POWER CABINET IS CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL. OTHERWISE. THE CONNECTION SHALL BE MADE USING COMPRESSION TYPE --2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP "C' CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER SHIELD) BEFORE MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS ARE TO BE FOLLOWED. 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT M(D-POINT. 5. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE BENDING RADIUS OF ANY 12 GROUNDING CONDUCTOR IS B PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIPMENT. 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND /OR CEILINGS. 7, INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUSS IN THE PANEL BOARD. 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. 9. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. GROUND FIELD TEST PROCEDURE: A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A "FALL OF POTENTIAL" TEST ON THE NEW SUPPLEMENTAL. GROUND FIELD PRIOR TO FINAL CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROSECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE (5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS MAXIMUM. - GROUNDING LEGEND: 5/8" 8'-0" COPPERCLAD GROUND ® - x ROD AT EACH CORNER CRICKET PLATFORM (D -GROUND TEST WELL AT ROD -XIT GROUND ROD ■ -MECHANICAL CONNECTION ■ -EXOTHERMIC WELD (CADWELD) — — — #2 AWG BCW 500 OR GREATER #2 STRANDED INSULATED CADWELD CONNECTION (FROM EQUIPMENT TO MGB) GROUND TEST WELL 3 SCALE: N.T.S. S,44 <& tQttk 4a it TYPE GL LUG TYPE HS TYPE SS TYPE PT TYPE VS TYPE GT TYPE HA TYPE XA TYPE NC (GROUND ROD ONLY) TYPE VBC TYPICAL CADWELD CONNECTIONS MIRAFI FILTER FABRIC - 500 OR GREATER FINIS GRADE 0 #2 AWG SOLID TINNED COPPER WIRE (EXTERK GROUND RING) AMENT PLATFORM CADWELD CONNECTION (TYPE -VS) #2 AWG SOLID BARE TINNED COPPER CADWELD CONNECTION (TYPE -NC) PLATFORM GROUNDING DETAIL SCALE-N.T.S. 111AHOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315-0700 www.hopeengineers.com cric et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES f0 THE CLIENT IS STRICTLY PROHIBITEC P, IT p. > O F +#0 ARF AS REGISTERED ' PROFESSIONAL '-----No.1975 A 014 PROJECT No. 08-0108 PARKVIEW HS LIT -096-A SITE ADDRESS: --- — - - .. 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DE SIGH TYPE: .....- — . . . CO -LOCATE A&E PROJECTM 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A Oa/29/05 PRELIMINARY ISSUE 0 OD/00/OO LEASE EXHIBIT N0. DATE DESCR qKW SH EET TRLE: GROUNDING PLAN AND DETAILS DRAWING NO. REVISION: E-3 1 6"0x24" DP. INSPECTION SLEEVE, PVC OR SOIL PIPE a WITH CAP OR EQUIVALENT. MIRAFI FILTER FABRIC < 500 OR GREATER CADWELD CONNECTION FINISHED (TYPE -GT) N GRAD tO 1" WIDE SLOT FOR GROUND MEM p SIL/ WIRE EXTEND 2" ABOVE aQo GROUND WIRE N ti � ` t 3/4" CRUSHED STONE OR EQUAL #2 AWG SOLID TINNED / �� FILL TEST WELL TO WITHIN 2" OF COPPER WIRE (EXTERIOR / TOP OF GROUND LOOP WIRE GROUND RING) {j\/ 5/8"0x10' LONG COPPERCLAD GROUND ROD GROUND TEST WELL 3 SCALE: N.T.S. S,44 <& tQttk 4a it TYPE GL LUG TYPE HS TYPE SS TYPE PT TYPE VS TYPE GT TYPE HA TYPE XA TYPE NC (GROUND ROD ONLY) TYPE VBC TYPICAL CADWELD CONNECTIONS MIRAFI FILTER FABRIC - 500 OR GREATER FINIS GRADE 0 #2 AWG SOLID TINNED COPPER WIRE (EXTERK GROUND RING) AMENT PLATFORM CADWELD CONNECTION (TYPE -VS) #2 AWG SOLID BARE TINNED COPPER CADWELD CONNECTION (TYPE -NC) PLATFORM GROUNDING DETAIL SCALE-N.T.S. 111AHOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315-0700 www.hopeengineers.com cric et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES f0 THE CLIENT IS STRICTLY PROHIBITEC P, IT p. > O F +#0 ARF AS REGISTERED ' PROFESSIONAL '-----No.1975 A 014 PROJECT No. 08-0108 PARKVIEW HS LIT -096-A SITE ADDRESS: --- — - - .. 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DE SIGH TYPE: .....- — . . . CO -LOCATE A&E PROJECTM 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS 1 09/12/08 CONSTRUCTION ISSUE A Oa/29/05 PRELIMINARY ISSUE 0 OD/00/OO LEASE EXHIBIT N0. DATE DESCR qKW SH EET TRLE: GROUNDING PLAN AND DETAILS DRAWING NO. REVISION: E-3 1 ICEBRIDGE GROUNDING VAULT — 13"x24" W/LID AND LOCKING BOLTS. TYP. MTC 97681324 RE: 2/G-2 mf 11 ICEBRIDGE ELEVATION s� SCALE: N.T.S. 1 0 EQUIPMENT CABINET SPECIFIC TO MARKET i #2 TINNED SOLID COPPER STINGERS, QUANTITY DETERMINED BY CABINET CONFIGURATION SPECIFIC TO MARKET COAX GROUNDING KITS TYPICAL (6) MTC 976715 - 15' MTC 976720 - 20' FLEXIBLE CONDUIT 3" SCHED. 40 PVC TWO HOLE LONG BARREL COMPRESSION LUGS COAX GROUNDING SCALE: N.T.S. 13"x24" GROUNDING VAULT WITH LID AND LOCK BOLTS N6 BARE STRANDED COPPER (MTC 97681324) GROUND WIRE CONNECTED TO GROUND RING WITH EXOTHERMIC CONNECTION, TYP. TWO HOLE LONG BARREL, COMPRESSION LUGS, TYP. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS GROUNDING VAULT SCALE: N.T.S. 3" SCHED 40 PVC CONDUIT GRUND WIRES EXTEND NGTDOWN ED F FROM COAX GROUNDING KITS, TYP. (6) MTC 976715 - 15' MTC 976720 - 20' HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315.0700 www.hopeengineers.com crit et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 0 THE CLIENT IS STRICTLY PROHIBITED ARKANSAS REGISTERED PROFESSIONX No 1975 -W _..� PROJECT No. 08-0108 BYTE NAME' - PARKVIEW HS SITE NUMBS R LIT -096-A STYE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE A&E PROJECT #: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS I 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 0 00/00/00 LEASE EXHIBIT NO. DATE DESCJIIP7X)N SHEET TITLE: GROUNDING DETAILS DRAWING NO. REVISION: E-4 I k6 INSULATED GROUND— LEADS FROM COAX GROUND KITS WITH TWO HOLE LONG BARREL COMPRESSION LUG MTC 976715 - 15' rn xII MTC 976720 - 20' En -4 fl z c1 H fI 3" FLEXIBLE CONDUIT I If A II II 3" SCHED. 40 PVC CONDUIT— ATTACHED TO ICEBRIDGE II POST WITH PIPE CLAMPS, TYP. GROUNDING VAULT — 13"x24" W/LID AND LOCKING BOLTS. TYP. MTC 97681324 RE: 2/G-2 mf 11 ICEBRIDGE ELEVATION s� SCALE: N.T.S. 1 0 EQUIPMENT CABINET SPECIFIC TO MARKET i #2 TINNED SOLID COPPER STINGERS, QUANTITY DETERMINED BY CABINET CONFIGURATION SPECIFIC TO MARKET COAX GROUNDING KITS TYPICAL (6) MTC 976715 - 15' MTC 976720 - 20' FLEXIBLE CONDUIT 3" SCHED. 40 PVC TWO HOLE LONG BARREL COMPRESSION LUGS COAX GROUNDING SCALE: N.T.S. 13"x24" GROUNDING VAULT WITH LID AND LOCK BOLTS N6 BARE STRANDED COPPER (MTC 97681324) GROUND WIRE CONNECTED TO GROUND RING WITH EXOTHERMIC CONNECTION, TYP. TWO HOLE LONG BARREL, COMPRESSION LUGS, TYP. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS GROUNDING VAULT SCALE: N.T.S. 3" SCHED 40 PVC CONDUIT GRUND WIRES EXTEND NGTDOWN ED F FROM COAX GROUNDING KITS, TYP. (6) MTC 976715 - 15' MTC 976720 - 20' HOPE ENGINEERS 322 North Market Street Benton, Arkansas (501) 315-0786 Fax: (501) 315.0700 www.hopeengineers.com crit et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES 0 THE CLIENT IS STRICTLY PROHIBITED ARKANSAS REGISTERED PROFESSIONX No 1975 -W _..� PROJECT No. 08-0108 BYTE NAME' - PARKVIEW HS SITE NUMBS R LIT -096-A STYE ADDRESS: 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE: CO -LOCATE A&E PROJECT #: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY: L.R.Taylor REVISIONS I 1 09/12/08 CONSTRUCTION ISSUE A 08/29/08 PRELIMINARY ISSUE 0 00/00/00 LEASE EXHIBIT NO. DATE DESCJIIP7X)N SHEET TITLE: GROUNDING DETAILS DRAWING NO. REVISION: E-4 I TX II II 1 RX l Jj l SECTOR BAR MAIN FEEDLINE RE: 1/G-3, TYP. ANTENNA COAX CABLE (TYP.) RE: 1/G-3, TYP. ((6 AWG INCLUDED -�-^ J---� WITH GROUND KIT GROUNDING SCHEMATIC SCALE: N.T.S. #6 AWG (INCLUDED w/GROUND KIT) #6 AWG GROUND WIRE TO PIPE MOUNT #6 AWG GREEN INSULATED STRANDED F� I WIRE FOR COAX, TYP LLL---UUU ' RE: 3/E-4 L.� �Tw �i GROUNDING VAULT RE: 2/E-4 fr- -- #6 BARE STRANDED COPPER WIRE RE: 2/E-4 WALL MOUNT LEGEND CLAMP MOUNT 1 UNNERSAL GROUND BAR KIT, PART NO. UGBKIT-0210-T 2 COPPER GROUND BAR 1/4"x2"00" CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 3 - INSULATORS 4 - 5/8-11x1" H.H.C.S. BOLTS 5 - WALL BRACKETS 6 - ANGLE ADAPTORS GROUND BAR DETAIL SCALE: N.T.S. RNAHOPE ENGINEERS 322 North Market Street Benton, Arkansas (501)315-0786 Fax: (501) 315-0700 www.hopeongineers.com cric et communications, Inc. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WJ41CH RELATES O THE CLIENT IS STRICTLY PROHIBIrEE of o ARKANSAS AS REGISTERED PROFESSIONAL ENGWEER, /, PROSECT No. 08-0108 SITE NAME: T---- - PARKVIEW HS SITE NUMBER: f� LIT -096-A SrrEAODREsS 2501 JOHN BARROW RD LITTLE ROCK, AR 72204 DESIGN TYPE; CO -LOCATE A&EPROJECTS: 08-0108 DRAWN BY: L.R.TAYLOR CHECKED BY.- LR.Taylor REVISIONS 1 •09/12106 CONSTRUCTION ISSUE A 08/29/08 PREU4INARY ISSUE 0 00/00/00 LEASE E%HIBR N0. DATE I DESCRIPTION S iEFT TITLE: GROUNDING DETAILS DRAWING NO. REVIS ON E-5