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Home My WebLink AboutZ-6530-B Map 5GENERAL NOTES 1- FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY - CONTRACTOR - BECHTEL SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T WIRELESS SERVICES. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. ' #1 3. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. b1 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE m CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES T AND COMPLY WITH ALL LAWS, ORDINANCES. RULES. REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. s ALL WORK CARRIED our SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATION DRAWINGS. S AS INDICATED ON THE T 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE s 1 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. * S. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING :AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 9. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. i 111, ALL EXISTING ACTIVE SEWER. WATER. GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER CAUTONON OF 'THE WORK. SHALL BE SHOUL.D BE USED BY THE SUBCONTNTIRCTDR WHEN EXCAVATINDIRECTED By G ORDRI EXTREME PIERS AROUND r OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. ;! THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & E7CCAVATION. 11. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UnUTiES. PROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS SITE ADDRESS: 3001 WEST 60TH STREET 24897-LTRO28-01 LITTLE ROCK, AR 72209 LATTTTUDE: 34'40'32.25" N (NAD83) LONGITUDE: 92'22'18.36" W (NAD83) JURISDICTION:' CITY OF LITTLE ROCK, PULASKI COUNTY CURRENT USE: PROPOSED USE: TELECOMMUNICATIONS FACILITY 24897-LTRO28-O5 TELECOMMUNICATIONS FACILITY VICINITY MAP 0 0 0 0 0 0 0 0 0 0 12. THE .AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BYTHE TOWER, TAKE 1-30 EAST TO EXIT' 135 AND GO WEST ON W 65TH STREET TO MUkRY' STREET. TURN EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT RIGHT ON HURRAY TO' 60TH STREET, TURN RIGHT ON GOTH TO SITE. EROSION. 13. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MFASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 14. NO FILL OR EMBANKMENT MATERIA{, SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO N FINISHED SURFACE APPLICATION. 0 16. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. - imw .17. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 18. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITHTHE TECHNICAL SPECIFICATION FOR SITE SIGNAGE I 19. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. Lu _ N co co tOIDEA Fa LYNCH ABBAT.TISTA ONSULTING ENGINEERS NEW YORK • DALLAS 42301$ Freeway, Suite 525, OaUns, TX 75244 Id972.239,ST00 f-972139.6102 www oloce.com SITE NAME, WEST 65TH STREET SITE NUMBER, LTR028 3001 WEST 60TH STREET LIn-LE ROCK, AR 72209 —AT&T ATAT WIRELESS Q, DOTE ,�4pY q z 10 -� G✓1h l! j G�� d' scat J. N(% AT&T AT&T WIRELESS SITE NUMBER: LTRO28 SITE NAME: WEST 65TH STREET APPLICABLE BUILDING CODES SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION .OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: STANDARD BUILDING CODE (SBC), 1997. ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-2002 NATIONAL ELECTRICAL CODE. LIGHTNING PROTECTION CODE NFPA 101 - 2003, UNIFORM FIRE CODE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION= (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR - STRUCTURAL ANTENNA -TOWER AND ANTENNA SUPPORTING STRUCTURES INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE .062.41, RECOIAMENDED 'PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION =CATEGORY C3" AND "HIGH SYSTEM EXPOSURE") T1A.607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR -w63 NETWORK EQUIPMENT -BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION TELCORDIA GR -347 CENTRAL OFFICE POWER WIRING TELCORDIA GR -1275 GENERAL INSTALLATION REQUIREMENTS TELCORDIA GR -1503 1;OAXIAL CABLE CONNECTIONS FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED ARKANSAS�$ CODES ANII STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT I REGISTERED GOVERN. WHERE• 14ERE IS CONFLICT BETWEEN OYr�►TEf�E� RS10 L AEGENERAL REQUIREMENT AND A SPECIFIC�HALL � � ES G AM IN By Planning & Development Staff Subject tanditio s oted on WCL:" Permit. 0.1 A,,� By' �� Date: r -d —��es®s°3.,►!� DEVIATION FROM APPROVED SIT -6 121 AM V-djut 1 PERMIT. O.LA. PROJECT!' •NUMBE}3e TBECIJ TASK 003 Itewsnwc . t 1_ TITLE SHEET 0 C C DRAWING INDEX 24897-LTRO28-01 TITLE= SHEET 24897-LTFi0213-02 EQUIPMENT LOCATION PLAN 2489,LTRO28-03 NOTES 24897-LTR028-04 ANTENNA CONFIGURATION 24897-LTR028-04A RF NOTES AND BILL OF MATERIALS 24897-LTRO28-O5 POWER AND GROUNDING SCHEMATIC 24897-LTR028-06 GROUNDING DETAILS 24897-LTR028-07 ALARM ASSIGNMENT DETAILS 24897=LTR028.08' DETAILS 24897-LTR028-09 TOWER ELEVATION VICINITY MAP 0 0 0 0 0 0 0 0 0 0 12. THE .AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BYTHE TOWER, TAKE 1-30 EAST TO EXIT' 135 AND GO WEST ON W 65TH STREET TO MUkRY' STREET. TURN EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT RIGHT ON HURRAY TO' 60TH STREET, TURN RIGHT ON GOTH TO SITE. EROSION. 13. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MFASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 14. NO FILL OR EMBANKMENT MATERIA{, SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 15. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO N FINISHED SURFACE APPLICATION. 0 16. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. - imw .17. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 18. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITHTHE TECHNICAL SPECIFICATION FOR SITE SIGNAGE I 19. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. Lu _ N co co tOIDEA Fa LYNCH ABBAT.TISTA ONSULTING ENGINEERS NEW YORK • DALLAS 42301$ Freeway, Suite 525, OaUns, TX 75244 Id972.239,ST00 f-972139.6102 www oloce.com SITE NAME, WEST 65TH STREET SITE NUMBER, LTR028 3001 WEST 60TH STREET LIn-LE ROCK, AR 72209 —AT&T ATAT WIRELESS Q, DOTE ,�4pY q z 10 -� G✓1h l! j G�� d' scat J. N(% AT&T AT&T WIRELESS SITE NUMBER: LTRO28 SITE NAME: WEST 65TH STREET APPLICABLE BUILDING CODES SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION .OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: STANDARD BUILDING CODE (SBC), 1997. ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-2002 NATIONAL ELECTRICAL CODE. LIGHTNING PROTECTION CODE NFPA 101 - 2003, UNIFORM FIRE CODE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION= (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR - STRUCTURAL ANTENNA -TOWER AND ANTENNA SUPPORTING STRUCTURES INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE .062.41, RECOIAMENDED 'PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION =CATEGORY C3" AND "HIGH SYSTEM EXPOSURE") T1A.607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS TELCORDIA GR -w63 NETWORK EQUIPMENT -BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION TELCORDIA GR -347 CENTRAL OFFICE POWER WIRING TELCORDIA GR -1275 GENERAL INSTALLATION REQUIREMENTS TELCORDIA GR -1503 1;OAXIAL CABLE CONNECTIONS FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED ARKANSAS�$ CODES ANII STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT I REGISTERED GOVERN. WHERE• 14ERE IS CONFLICT BETWEEN OYr�►TEf�E� RS10 L AEGENERAL REQUIREMENT AND A SPECIFIC�HALL � � ES G AM IN By Planning & Development Staff Subject tanditio s oted on WCL:" Permit. 0.1 A,,� By' �� Date: r -d —��es®s°3.,►!� DEVIATION FROM APPROVED SIT -6 121 AM V-djut 1 PERMIT. O.LA. PROJECT!' •NUMBE}3e TBECIJ TASK 003 Itewsnwc . t 1_ TITLE SHEET 0 C C i� i VSCAM MT.& =>._J TOWER ELEVATIQN AT&T - 0 07/22/04 ISSUED FOR WINTRUCRON lATAT. WIERM E=[u�TE - Baa a �uae�cxo ■uc. •swrc .oa � -- - �' ��rF:-- .fir . . _ __ . _'•: r.+-x�. _ c..-.�- - FXtSS 1NG ANTENNA PLATFORM (6)—E)GSUNG ANTENNAS TO SE REPLACED W/ (6) _--NEW-ANTENNi+S AT 147'-0• A.G.L (TYP 2 PER SECTOR) 7 i5RNG ANTENNAS TO REMAIN br `1 EiI511NG i 50'-0• MONOPOLE TOWER xoiE: No 5NR MRAL ANALYSIS HAS BEEF! ;EoNiGiNEER% mED BY o'UEA4 LUNCH A68ATII5TA CommM TO VMFY THE CAPACITY .O THE W M n E MPDSID N& ANTENNALOADS.RL==0N Sd�Nl l HOT PROCEED UNTIL ANALYSIS W BEEN PERFORUED. �3 C REGIS.-EED cp A O.L.A. PROJECT mumeERv TSECO34 rASK 603 TOWER :ELEVATIQ 1_.0'D E a - NEW YORK • DALLAS SITE NAME: WEST 65TH STREET LYNCH 6230 IEl F"—Y, SU66255, Daflos, IX 752" SITE. NUMBERr LTRO28 ASBATTI-STA fd i72 239,6100 fox 972 239.di 02 5001 4YE5{ BOTH STREET „ -CONSULTING ENGINEERS �""NOl°tl°LO 1 UTTL.E ROCK, AR 72209 - - VSCAM MT.& =>._J TOWER ELEVATIQN AT&T - 0 07/22/04 ISSUED FOR WINTRUCRON lATAT. WIERM E=[u�TE - Baa a �uae�cxo ■uc. •swrc .oa � -- - �' ��rF:-- .fir . . _ __ . _'•: r.+-x�. _ c..-.�- - FXtSS 1NG ANTENNA PLATFORM (6)—E)GSUNG ANTENNAS TO SE REPLACED W/ (6) _--NEW-ANTENNi+S AT 147'-0• A.G.L (TYP 2 PER SECTOR) 7 i5RNG ANTENNAS TO REMAIN br `1 EiI511NG i 50'-0• MONOPOLE TOWER xoiE: No 5NR MRAL ANALYSIS HAS BEEF! ;EoNiGiNEER% mED BY o'UEA4 LUNCH A68ATII5TA CommM TO VMFY THE CAPACITY .O THE W M n E MPDSID N& ANTENNALOADS.RL==0N Sd�Nl l HOT PROCEED UNTIL ANALYSIS W BEEN PERFORUED. �3 C REGIS.-EED cp A O.L.A. PROJECT mumeERv TSECO34 rASK 603 TOWER :ELEVATIQ o 6 3 ' EXISTING POWER/TELCO SERVICE BACKBOARD. s EXISTING LUCENT 24V OC HIGH—POWER POWERPLANT EXISTING LUCENT TDMA i EQUIPMENT CABINETS j t EXISTING NOKIA EQUIPMENT CABINET TO REMAIN --- cc N O K J I W in Z in EQUIPMENT I-0 ATION PLAN W 'SCALE: KT-& m NEW NOKIA ULTRASITE SUPPORT CABINET -- NEW NOKIA ULTRASITE CABINET EXISTING MONOPOLE EXISTING ICE BRIDGE EXISTING ELEVATED CONCRETE SLAB W/ HAND RAILS EXISTING ACCESS STAIRS NDTE: CONTRAMR TO FIELD ROUTE NEW BMIRICAL-AND TELCO CONDIIII"5 FROM NE,Y EQUIPMENT. CONJEFS' 30 TELCO. E�MZURE MID TO DEXI ATEA ETEC SOURCE PER ONE --TIKE DIAA% A O.L.A. PROJECT NUMBERo TEEC0341 TASK 003, EQUIPMENT LCCATION PLAN FENSIpHS BY CHR p' JG0 wn. a,r �.. __... -. J C x to• o e a NEW YORK • DALLAS :SITE NAMES WEST 85tH .STREET L Y N C W 4230 LBi inreway, Su1c �, pad �757* SITE NUMBER, LTR028 --�.. - AT•& T Q 234,bI00 A B -B A T T 1 S T A' 4.T2 Fcx 97 239 6 i02 3. 0 WEST 60TH STREET w wrrwnlecemm LITTLE ROCK, AR 72209 C13* CONSULTING ENGINEERS - AT&T WIRELESS i fCb t'yw47.6QM!s!s. HALE Sao NEW NOKIA ULTRASITE SUPPORT CABINET -- NEW NOKIA ULTRASITE CABINET EXISTING MONOPOLE EXISTING ICE BRIDGE EXISTING ELEVATED CONCRETE SLAB W/ HAND RAILS EXISTING ACCESS STAIRS NDTE: CONTRAMR TO FIELD ROUTE NEW BMIRICAL-AND TELCO CONDIIII"5 FROM NE,Y EQUIPMENT. CONJEFS' 30 TELCO. E�MZURE MID TO DEXI ATEA ETEC SOURCE PER ONE --TIKE DIAA% A O.L.A. PROJECT NUMBERo TEEC0341 TASK 003, EQUIPMENT LCCATION PLAN FENSIpHS BY CHR p' JG0 wn. a,r �.. __... -. J C x