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HomeMy WebLinkAbout01-05 Design PlanSITE INFORMATION OWNER: JOM MARKER INDEX 3033 CEDAR DIM GRADE SHEET Na. WINOESTER, VA 22602 SITE LD.j* 1475 SITE NAME OPEOImN APPLICANT CKi11.AR WIRELESS SURVEY 7150 STANDARD DRIVE 05 /03 /04 NANOVER. MD 21076 SITE ADDRESS: 3036 CEDAR CREEK GRADE 09 /29 /04 MUHC ESTM VA 22602 COUNTY: fRE ERM LADTUDE 39' O' 372'N LONGITUDE 77 IW 42rW PARS O * 61-A-118 ZONING J ASDIC71OW FREDERK K COUNTY AREA OF CONsTRUCTKft t 5000 at ENGINEER: CLOUGH HARBOUR A ASSOCIATES LIP RF SCHEDULE A DETAILS 10600 MIOLOMAN RMFICE. SUITE 303 09 / 29 /04 RONONO. VA 23235 CONTACT: WILLIM L RUCH III, P.E. PHONE (8D4) 897-3564 DRIVING DIRECTIONS FROM STANDARD DRIVE TAKE MD -100 W. MERGE ONTO US -29 N. TAKE 1-70 W. MERGE ONTO US -340 W. EXIT 52. TAKE US -340 S. MERGE ONTO VA -7 W. TAKE 1-81 S MERGE ONTO US -17 N. EXIT 3138. TURN LT ONTO E JUBAL EARLY DRIVE. TURN LEFT ONTO US -11. TURN RT ONTO CEDAR CREEK GRADE/VA-622. MARKER—MILLER ORCHARD h FARM NRKT15 ON YOUR LT. TOWER SITE BEHIND RT SIDE OF THE FARM MARKET BEHIND THE MAN HOUSE. UP TO A LANDING BEYOND TREE LINE. I PROJECT DESCRIPTION I THIS PROJECT WALL INSTALL A 250' SELF SUPPORT LATTICE TOWER WITHIN A FENCED TELECOMMUIJCATIONS SITE. TWELVE ANTENNAS WILL BE ADDED TO THE TOWER. ONE 10'x20' EQUIPMENT SHELTER WALL BE ADDED TO THE SITE, ASSOCIATED POWER AND TELEPHONE CIRCUITS WALL BE ADDED WITHIN THE SITE. a Xcingular WIRELESS PROJECT HAMS: PROJECT TYPE: PROJECT v #)CATION Ommm SITE W14715 RAW LAIC 3035 CEDAR CREEK GRADE WWClI STEP, VA 22602 \0m Xcingular WMKLKDB TM VelOciTel OCT^vinwo x.r i dE.509 4.004 DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS k EXISTING DIMENSIONS h CONDITIONS ON THE JOB SITE do SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME VA WSS UTILITY OF VIRGINIA SAVE BIG, CALL BEFORE YOU DIG. 1---800-552-7001 Y �71 �.> op �. CLOUGH. HARBOUR S ASSOCIATES LLP A� ,o�oo .QOTww nn.►..c suTc aoa woro.o. vw aaaaa CNA V OJECT NQ 127E0 — lom — 1601 N0. SUBMITTAL 1 105/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH P'D: WLR 4 106/11/04 1 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 09/29/04 1 100% REVISED BY: ABB I CHK: OSS APP D: WLR 6 10/25/04 1 100% REVISED BY: O55 I CHK: PSM APP'D: WLR IT * A NQA1101 O' LA' EU" ANT PERSOL MEW U4ET ANE ACING VCEN THE OiECDOE OF A LIMNED PRaES4UUL ETIONEER TO ALTEN R.s Docuk"T. 91E V. 1475 9h NAME OPEQUON SITE ADDRESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY 9HEET TIM TITLE SHEET 9EYT NUMBER T01 DRAWING INDEX SHEET Na. SHEET TITLE REVISION HISTORY NO: DATE fln TTTLE SHEET 6 10/25/04 1 SURVEY 1 05 /03 /04 2 EX57HO CONDITIONS 5 09 /29 /04 t ra0 ENLARGED SM PLAN S 09 /29/04 2 GENERN07ES A. 5 09 /29 /04 3 TOMER ELEVATKIN A DETALS 5 09 / 29/04 CD4 RF SCHEDULE A DETAILS 5 09 / 29 /04 C05 DETALS 5 09 / 29 /04 CD6 STRUCTURAL DETALS 5 09 / 29 /04 CD7 STRUCTURAL NOTES 5 09/29/04 Goo GPS DETAILS 5 09 /29/04 COSI SITE DETAILS 5 09 / 29 / 04 CIO SHELTER LAYOUT 5 09 / 29 /04 CIOA DETAILS 1 10/25/04 Cil SEDlf1EIT A EROSION CONTRL NOTES 5 09/29/04 C12 SEDIMENT A EROSION CONT% PIAN 5 09/20/04 E01 POWER A TELEPHONE PLAN 5 09 / 29 /04 E02 CROUN0NG PLAN 5 09 / 29 / 04 E03 FLEC7WCAL DETAILS 5 09 / 29 / 04 E04 ELECTRICAL DETALS 5 09 / 29 / 04 E05 EIEC RICAL DETAILS 5 09/29/04 E06 ELEG RM DETAILS 5 09 / 29 / 04 E07 ELECiiaCAL DETALS 5 09 / 29 / 04 E06 ELECTRICAL SPELi1CATION5 5 09 / 29 / 04 DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS k EXISTING DIMENSIONS h CONDITIONS ON THE JOB SITE do SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME VA WSS UTILITY OF VIRGINIA SAVE BIG, CALL BEFORE YOU DIG. 1---800-552-7001 Y �71 �.> op �. CLOUGH. HARBOUR S ASSOCIATES LLP A� ,o�oo .QOTww nn.►..c suTc aoa woro.o. vw aaaaa CNA V OJECT NQ 127E0 — lom — 1601 N0. SUBMITTAL 1 105/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH P'D: WLR 4 106/11/04 1 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 09/29/04 1 100% REVISED BY: ABB I CHK: OSS APP D: WLR 6 10/25/04 1 100% REVISED BY: O55 I CHK: PSM APP'D: WLR IT * A NQA1101 O' LA' EU" ANT PERSOL MEW U4ET ANE ACING VCEN THE OiECDOE OF A LIMNED PRaES4UUL ETIONEER TO ALTEN R.s Docuk"T. 91E V. 1475 9h NAME OPEQUON SITE ADDRESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY 9HEET TIM TITLE SHEET 9EYT NUMBER T01 a MAM I.P. LLC NST/ 010017744 TAX PARCELL 61-A-116 1. FIELD SURVEY DATE NAY S. 2004 2. VERTICIL DATUM: NORTH AMERICAN VERRC& DATUM OF 1928 (NAW 29) 3. NOTdZONTAI OA W3): NORTH AMERICAN DATUM of 1963 (Nw 63) 4. aNrER OF PROPOSED POLE LAWLICE: N 3vor37.63300' IONGRUDE TY 07S /5'42.67332 gROLMiO pE." . 945.3, 3. OWNER: MAN L.P.. LLC 6. APRJCAW-. CINGUAR 7. 1RXMOIC110H: FREDERICK COUNTY 6. ZONMW`. A-1 9. YAWFEW.L. DISTRICT: BACK CREEK 10. TAX PARCEL: 61-,A-1IA /1. 7RL.E REF: 61ST. 010017744 12agmTOG AND COORDINATES 940" HEREON FROM ARE OUAW MM SUB 13. 714tS PARCEL APPEARS TO BE LOCATED N ZONE 'C AS DEFM ON F.LRJL 510063 0173 % DATED 7-17-76 14, THE EXISTENCE OF MAL AND NON-76AL NERA►!DS WAS NOT WJESTIGATED DURING THE COURSE OF THIS SURVEY. 15. PROPERW LINE r:ORUQION SWM HEREON IS BASED ON OEEDS AND W1PS OF REDDRO AND TAT( MAP NFgRMAXICtL THIS SRNEY DOES NOT CONS MM A WUNDARY SURVEY THE PROPERTY SJOWN HEREON 15 SUBJECT TO ALL FASEMUM AND P� � O O�� o VICXHTY SKETCN .- NOT TO SCALE np RYaY1M1 01nC MN101101 110. 110r VelociTel CH O 3w CLOUGH HARBOUM 6 ASSOCIATES LLP aiCW�. awasa A tanmrm Amo4r=01 jaaae.msemlw Vumon . VIM am A c.mo-o. w rias CNA PRO"T No: 12760 - 1031 - 1601 Np_I SUBmrrrAL ' IT 5 A VIOLAI M Or LAW MR AMY rVWt UrJX'J3 T[Y AK AGi m VNOR M Oa1mm Of A WON D PROFiBROWL 049F[DC Vo /LTM TMS OOC1ENT. SITE Er 1475 SITE NAME OPEQUON SITE AOORESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY 91EET TITLE SHEET NUUBER APPROX. TRUE APPRdX N HAG' N EXISTING CONDMONS GRAPHIC SCALE 1000 O 500 1000 w rm MAPPING NOTES 1. BASEMAP INFORMATION OBTAINED FROM PRINCE WILLIAM COUNTY (PMC) - COMMERCIAL PROPERTY RECORD CARD. ACCOUNT / 51535. AND PWC - GIS COUNTY MAPPER 2 NORTH ORIENTATION BASED ON NOTE NO. 1 3. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. PROPERTY LINES ARE ONLY SHOMN AS APPROfOMATE 4. SUBJECT TO ANY STATE OF FACTS THAT AN UP-TO-DATE ABSTRACT OF TITLE WOULD DISCLOSE. 3- SUBJECT TO ALL RIGHTS. EASEMENTS. COVENANTS OR RESTRICTIONS OF RECORD. 6. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH. HARD" k ASSOCIATES LLD IN CONJUNCTION WITH THE PREPARATM OF THIS SITE. 7, NOT Tfl Mr IIe Fro A P,UI, 1O OWNER: M do M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID: 61—A-117 CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA. 29.00 ACRES O2 OWNER: EBERT, MICHAEL J & 3074 CEDAR CREEK GRADE MANCHESTER, VA 22192 PARCEL ID Ik 61-3-1 CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA: 5.DO ACRES TONYA M O8 OWNER: M h M LP, LLP 3035 CEDAR CREEK GRADE MANCHESTER, VA 22602 PARCEL ID /: 61—A-127 CURRENT ZONING: N/A CURRENT USE N/A PARCEL AREA: 166.62 ACRES O3 OWNER: VESS, STEPHEN L & SANDRA S OSI OWNER: M & M LP. LLP 3054 CEDAR CREEK GRADE 3035 CEDAR CREEK GRADE MANCHESTER, VA 22602 WINCHESTER. VA 22602 PARCEL ID /. 61-3-2 PARCEL ID /: 61—A-119 CURRENT ZONING: N/A CURRENT ZONING: N/A CURRENT USE: N/A CURRENT USE. N/A PARCEL AREA: 5.00 ACRES PARCEL AREA. 16.00 ACRES O4 OWNER: BRADRELD. MARK A R RHONDA H 10 OWNER: M k M LP. LLP OS OWNER: CATHER. NATAU11 E J OWNER: MARKER, JOHN RALPH JR 2980 CEDAR CREEK GRADE 3035 CEDAR CREEK GRADE WINCHESTER. VA 22602 WINCHESTER, VA 22602 PARCEL ID 0- 61-3-4 PARCEL ID f 61—A -12A CURRENT ZONING: N/A CURRENT ZONING: N/A CURRENT USE N/A CURRENT USE: N/A PARCEL AREA: 5.00 ACRES PARCEL AREA 5.08 ACRES O6 OWNER: M do M LP. LLP 12 OWNER: FAWCETT, THOMAS L 3035 CEDAR CREEK GRADE 3178 CEDAR CREEK GRADE WINCHESTER, VA 22602 WINCHESTER, VA 22602 PARCEL 10 /: 61—A-116 PARCEL ID /: 61—A-45 CURRENT ZONING: N/A CURRENT ZONING: N/A CURRENT USE: N/A CURRENT USE N/A PARCEL AREA: 44.76 ACRES PARCEL AREA. 35.99 ACRES 3022 CEDAR CREEK GRADE 3035 CEDAR CREEK GRADE MANCHESTER. VA 22602 WINCHESTER, VA 22602 PARCEL ID / 61-3-3 PARCEL ID / 61—A-120 CURRENT ZONING: N/A CURRENT ZONING: N/A CURRENT USE: N/A CURRENT USE: N/A O7 OWNER: M We M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID 0: 61—A-118 CURRENT ZONING- N/A CURRENT USE: N/A PARCEL AREA: 77.50 ACRES Xcingular- VVlwee_le�� .,ao 31,...0..0 ASK. J...,oa ..o. s•o» VelOciTel �A �A.r.ccav,w.o., 0— CLOUGH. HARBOUR 6 ASSOCIATES LLP m.owma.,twvss s �o..a+0. vw 00000 CMA Fft0..ECT MO, 12750 — 1031 — 1607 NO. SUBMITTAL 1 05/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH APP'D: WLR 4 06/11/04 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 09/29/04 100% REVISED BY: ABB I CHK: DSS APP D: WLR IT M A M0"10" O AAO FOR AMY PERSON. UNLESS ntY ARE ACiNG UNDER THE ORSCDOX OF A UCUISED PROFESSIONAL ENGINEUL TO ALTER HDI DOMEMT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADORESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE EXISTING CONDITIONS SHEET MAW cn� AVL PARCEL AREA: 5.00 ACRES PARCEL AREA 9.92 ACRES O7 OWNER: M We M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID 0: 61—A-118 CURRENT ZONING- N/A CURRENT USE: N/A PARCEL AREA: 77.50 ACRES Xcingular- VVlwee_le�� .,ao 31,...0..0 ASK. J...,oa ..o. s•o» VelOciTel �A �A.r.ccav,w.o., 0— CLOUGH. HARBOUR 6 ASSOCIATES LLP m.owma.,twvss s �o..a+0. vw 00000 CMA Fft0..ECT MO, 12750 — 1031 — 1607 NO. SUBMITTAL 1 05/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH APP'D: WLR 4 06/11/04 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 09/29/04 100% REVISED BY: ABB I CHK: DSS APP D: WLR IT M A M0"10" O AAO FOR AMY PERSON. UNLESS ntY ARE ACiNG UNDER THE ORSCDOX OF A UCUISED PROFESSIONAL ENGINEUL TO ALTER HDI DOMEMT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADORESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE EXISTING CONDITIONS SHEET MAW cn� AVL PROPOSED 10x20' TURN AROUND CwPROPOSED 12'DOUBLE SW O GA TE RPROPOSED 12' NIDE 3 x f 180' LOWG GRAVEL CO5 ACCESS ROAD --� ePROPOSED 4X4' cos C0NCRE7F STOOP - GRASS PRO OSEO 7RANSFOI's PROP05ED aA iCULAR Hc 10 x20' EOUIPMENT SHEL TER CONCRETE PAD PROPOSED LINGULAR GPSRcos woo0s ANTFNNA ATTACHED TO /CEBRIDGE (TYP. FOR 2) PROPOSED CINGULAR1 ICEBRIDGE C05 5,-0, r FUTURE CARRIER MIN Y-0' R1 PROPOSED ANGULAR E01 UNDERGROUND PON£R BASEMAP NOTES: 1. BASEMAP INFORMATION OBTAINED FROM A MARCH 4, 2004 SITE VISIT PERFORMED BY CLOUGH. HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. FUTURE CARRIER PROPOSED LINGULAR BACKBOARD WTH 1 400A METFR AND E07 400A DISCONNECT (FUSED FOR ,300A) APPLE ORCHARD 1ENLARGED SITE PLAN GRAPHIC SCALE 20 0 10 20 a 1 u1 Yr PROPOSED LINGULAR R 120' MONOPOLE FUTURE i CARRIER i GRASS PROPOSED 70 =0"x70 =0" Rcog FENCED COMPOUND EXISTING POLE 111 1201612 Xcingular- wEw�E_��s TSO S=1.0119 MK. �SwOKD rD. i+Oli VelociTel l --Q CLOUGH. HAFIBOUFI &ASSOCIATES LLP ,oraDD r1wOrNw. =1.M...[...T( JO, CNA WROJECT NO, 12M-1031 -1601 N0. SUBMITTAL 1 05/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH APP'D: WLR 4 F- 56/11/041 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 09/29/04 100% REVISED BY: ABB CHK: DSS APP'D- WLR L1115 w Y10LA"I" a LAW FO1 ANT PgSOA UNLESS THEY ARE CMG UNM INE P1EC71O1 OF A LICENSED PROESSMAL ENM EER. TO ALTER DRS DONIENT. SIZE a 1475 SIZE NAME OPEQUON Sr1E ADCK s 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TRLF ENLARGED SITE PLAN SHM I -1U C01 PR011y- APPRO% MAG. N TRIS N PROPOSED 10x20' TURN AROUND CwPROPOSED 12'DOUBLE SW O GA TE RPROPOSED 12' NIDE 3 x f 180' LOWG GRAVEL CO5 ACCESS ROAD --� ePROPOSED 4X4' cos C0NCRE7F STOOP - GRASS PRO OSEO 7RANSFOI's PROP05ED aA iCULAR Hc 10 x20' EOUIPMENT SHEL TER CONCRETE PAD PROPOSED LINGULAR GPSRcos woo0s ANTFNNA ATTACHED TO /CEBRIDGE (TYP. FOR 2) PROPOSED CINGULAR1 ICEBRIDGE C05 5,-0, r FUTURE CARRIER MIN Y-0' R1 PROPOSED ANGULAR E01 UNDERGROUND PON£R BASEMAP NOTES: 1. BASEMAP INFORMATION OBTAINED FROM A MARCH 4, 2004 SITE VISIT PERFORMED BY CLOUGH. HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. FUTURE CARRIER PROPOSED LINGULAR BACKBOARD WTH 1 400A METFR AND E07 400A DISCONNECT (FUSED FOR ,300A) APPLE ORCHARD 1ENLARGED SITE PLAN GRAPHIC SCALE 20 0 10 20 a 1 u1 Yr PROPOSED LINGULAR R 120' MONOPOLE FUTURE i CARRIER i GRASS PROPOSED 70 =0"x70 =0" Rcog FENCED COMPOUND EXISTING POLE 111 1201612 Xcingular- wEw�E_��s TSO S=1.0119 MK. �SwOKD rD. i+Oli VelociTel l --Q CLOUGH. HAFIBOUFI &ASSOCIATES LLP ,oraDD r1wOrNw. =1.M...[...T( JO, CNA WROJECT NO, 12M-1031 -1601 N0. SUBMITTAL 1 05/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH APP'D: WLR 4 F- 56/11/041 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 09/29/04 100% REVISED BY: ABB CHK: DSS APP'D- WLR L1115 w Y10LA"I" a LAW FO1 ANT PgSOA UNLESS THEY ARE CMG UNM INE P1EC71O1 OF A LICENSED PROESSMAL ENM EER. TO ALTER DRS DONIENT. SIZE a 1475 SIZE NAME OPEQUON Sr1E ADCK s 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TRLF ENLARGED SITE PLAN SHM I -1U C01 GENERAL NOTES: 1. THE PLANS SHOW SOME SUBSURFACE STRUCTURES. ABOVE—GROUND STRUCTURES AND/OR OTHER FEATURES FROM FIELD MEASUREMENTS AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR THE CONTRACTOR IS WARNED THAT THE EXACT LOCATION OF SUCH EXISTING FEATURES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIC, MILL. OR BLAST. CALL MISS UTILITY FOR THE MARKING OF EXISTING UTILITY LOCATIONS. 2. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. 3. WORK SHALL COMPLY WITH CURRENT ISSUES OF ALL APPLICABLE CODES, ORDINANCES. AND REGULATIONS. ALL NECESSARY LICENSES, CERTIFICATES. ETC.. REWIRED BY AUTHORITIES HAVING JURISDICTION SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. 4. CLOUGH HARBOUR & ASSOCIATES LLP (CHA) HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION TO DETERMINE THE PRESENCE OF ANY HAZARDOUS MATERIAL INCLUDING BUT NOT LIMITED TO ASBESTOS AND PC8'S WITHIN THE CONFINES OF THIS PROJECT. CHA WILL NOT ACCEPT ANY RESPONSIBILITY FOR THE ABATEMENT OR RESULTING CLAIMS FOR DAMAGES OR LOSSES AS A RESULT OF THE PRESENCE OF HAZARDOUS MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS DISCOVERED. SUSPEND WORK AS REQUIRED BY GOVERNING STATUTES. AND NOTIFY THE CINGULAR REPRESENTATIVE. DO NOT PROCEED WITH WORK UNTIL INSTRUCTED BY THE CINGULAR REPRESENTATIVE 5. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED OTHERWISE. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF TWELVE MONTHS FOLLOWING SUBSTANTIAL COMPLETION OF PROJECT OR AS SPECIFIED. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN THE WARRANTY PERIOD. 6. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR ARE TO BE RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS AND DIMENSIONS AND THE LOCATION OF BURIED UTILITIES AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF WORK. NOTIFICATION MARKING TO BE DONE BY MISS UTILITY. NO CLAIMS FOR EXTRA COMPENSATION FOR WORK RESULTING FROM CONFLICTS AND OMISSIONS WHICH COULD HAVE BEEN DISCOVERED BY FIELD VERIFICATION AND INSPECTION. WHETHER INDICATED ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ENTERTAINED OR PAID. 7. FOLLOW MANUFACTURERS' PRINTED SPECIFICATIONS AND INSTRUCTIONS EXCEPT WHERE SPECIFIED OR INDICATED ON CONTRACT DOCUMENTS. COMPLY WITH THE MOST STRINGENT INSTRUCTIONS_ 8. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL. MECHANICAL, ELECTRICAL, PLUMBING. CIVIL. OR ARCHITECTURAL WORK. 9. THE CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS AMONG THE LOCATIONS OF ANY MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS. AND THAT ALL REQUIRED CLEARANCES AND CONSTRUCTION TOLERANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. NOTIFY CINWLAR REPRESENTATIVE OF ANY CONFLICTS. CINGULAR REPRESENTATIVE RESERVES THE RIGHT TO MAKE MINOR MODIFICATIONS TO THE DESIGN WITHOUT ALTERING THE CONTRACT PRICE 10. DO NOT SCALE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTER UNE OF ELEMENTS, UNLESS NOTED OTHERWISE. CRITICAL DIMENSIONS SHALL BE CONFIRMED WITH SITE MEASUREMENTS. VEMFY WITH CINGULAR REPRESENTATIVE AS APPLICABLE. 11, THE CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN UP OF SITE AND REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE PROJECT THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING SITE AND ANY OTHER SURROUNDING AREAS TO THE SATISFACTION OF CUNGULAR REPRESENTATIVE 12. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE. BREAKAGE, COLLAPSE, ETC-. ACCORDING TO APPLICABLE CODES. STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 13. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL. STATE. LOCAL AND OSHA CODES, STANDARDS, ORDINANCES, RULES AND REGULATIONS. 14. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGES TO THE EXISTING FACILITY AND INSTALLATIONS RESULTING FROM CONSTRUCTION AND GENERAL NEGLIGENCE. REPAIR ALL DAMAGES AND RESTORE FACILITY AND INSTALLATIONS TO THE SATISFACTION OF LINGULAR WIRELESS AND LANDLORD AT NO EXTRA CHARGE. NOTIFY LINGULAR REPRESENTATIVE AND TOWER OWNER OF ANY SUCH DAMAGES PROMPTLY. REPAIR TO 100% SATISFACTION IMMEDIATELY. 15. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, UNLESS NOTED OTHERWISE, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS. 16. WHERE NEW PAVING, CONCRETE SIDEWALKS, OR PATHS MEET EXISTING CONSTRUCTION. THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION TO MAINTAIN CONTINUITY AND A SMOOTH TRANSITION. 17. CINGULAR REPRESENTATIVE IS RESPONSIBLE FOR APPLYING FOR COMMERCIAL POWER CONNECTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTILITY INSPECTIONS AND POWER COMPANY INSTALLATION. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP ALL DOCUMENTATION RECEIVED FROM THE POWER COMPANY, WRITTEN AND VERBAL DISCUSSIONS WITH THE POWER COMPANY, ETC. 18. CINGULAR REPRESENTATIVE SHALL OBTAIN WRITTEN CONFIRMATION OF THE EXPECTED DATE OF COMPLETION OF THE POWER CONNECTION FROM THE POWER COMPANY. CONTRACTOR WILL PROVIDE TEMPORARY POWER FOR CONSTRUCTION. GENERAL CONTRACTOR AND HIS SUBCONTRACTORS ARE NOT ALLOWED TO CONNECT TO ANY EXISTING UTILITIES ON THE SITE. 19. DRAWINGS FORMING THIS SET ARE COMPLIMENTARY AND MUST BE READ AS ONE TOTAL DOCUMENT. DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF CINGULAR WIRELESS. THESE DRAWINGS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO EXECUTE CONSTRUCTION INDICATED HEREIN ACCORDING TO APPLICABLE BUILDING CODES. 20. IF THE CONTRACTOR OR SUBCONTRACTOR FINDS IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE CINGULAR REPRESENTATIVE THE PROPOSED CHANGES FOR CNGUL.AR WIRELESS TO REVIEW AND APPROVE PRIOR TO PROCEEDING WITH SUCH CHANGES. IN ADDITION, THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING All NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES PRIOR TO PROCEEDING WITH THE REVISED WORK. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 21. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE STANDARD FOR CONSTRUCTION. THESE DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPUER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT INSTALLATION SHOULD ADDITIONAL ITEMS AND DETAILS BE REWIRED FOR PROPER AND SAFE INSTALLATION. 22. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS DO NOT CREATE A CONTRACTUAL RELAThdSHIP OF ANY KIND BETWEEN CINGULAR WIRELESS AND THE CONTRACTOR. 2.a THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DESCRIBED HEREIN. 24. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE CINGULAR REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION ORAWINGS/CONTRACT DOCUMENTS. 25. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS. METHODS. TECHNIQUES, SEQUENCES. AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. 28. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT AND MAINTAIN EXISTING CONDITIONS, EASEMENTS. PAVEMENTS. CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 27. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH THE VIRGINIA DOT STANDARDS FOR TRAFFIC CONTROL.. 28. THE CONTRACTOR SHALL NOTIFY THE CINGULAR 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. IS RESOLVED BY THE CINGULAR REPRESENTATIVE. 29. CONTRACTOR TO SCHEDULE AND COORDINATE WITH CINGULAR VENDOR, A 3RD PARTY INSPECTION FOR FOUNDATION, SWEEP TEST, AND ANTENNA ORIENTATION. 30. THE CONTRACTOR IS TO OBTAIN AND COMPLY WITH CONSTRUCTION REQUIREMENTS FROM THE TOWER LEASE EXHIBIT. Xcingular- TSp ST�wOAffp MK. wN,O'Kw W. }fOr VelociTel o...0 mr.Tnn o NOH CLOUGH, HARBOUR &ASSOCIATES LLP �.onss. n.�vss s f0� YIQOTNAM IVMR !rR ]Iq CHA "O.(CT NQ Irno — 1031 — tem N0. SUBMITTAL 1 05/11/04 1 B5% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 D6/02/04 95% CAD BY: KDR I CHK: JDH APP'D: WLR 4 06/11/04 100% FINAL BY: EFK CHK: JDH APP'D: WLR 5 09/29/04 100% REVISED BY: ABB I CHK: DSS APP'D: WLR 11 R A "OLA99N OF LAR FOR ANT E4RSDM, UNLESS u+ET A14 AciMG UMOEN THE ONKCROI OF A LICENSED PROFESSIONAL ENGINEER. TO ALIEN ms DOG7atN* S11E IR 1475 SIZE NAYS: OPEQUON SIE AOOREM 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHM TITLE GENERAL NOTES SWEET 011IN" CO2 O N H Q w J O a O z O m 0 w 1n O a O o: a 0 a O 1- PROPOSED LINGULAR IOEBRIDGE PROPOSED LINGULAR 10X20" EOUIPMENT SHEL TFR -1 a —PROPOSED C/NGtILAR RAD CENTER e O 120t 0' Aa —FUTURE ANTENNAS AT 110' AGL —FUTURE ANTENNAS AT 100' AGL —FUTURE ANTENNAS AT 90' AGL PROPOSED 120" MONOPOLE PROPOSED fMCED COMPOUND EXISTING GRADE THIS INFORMATION IS SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. BOTH THE TOWER STRUCTURE AND FOUNDATION WILL BEHAVE BEEN DESIGNED BY OTHERS. PRIOR TO CONSTRUCTION, THE FINAL TOWER FOUNDATION DESIGN SHOULD BE COMPARED TO THE SITE PLAN TO AVOID POTENTIAL CONFLICTS_ N FUTURE ANTENNAS (TYP.) EACH SECTOR 1 SECTOR 0• i 1 2 3 4 4 3 ANTENNA FRAME BY MICROFLECT P/N 852,101 (OR APPROVED EQUAL) PROPOSED PANEL ANTENNAS PROPOSED MONOPOLE 23 51rCTOR 3 SECTOR 2 2-'0' 1 V, 120' 2 ANTENNA cFl U PA NO SCALE NO 1. CCOONTRACTOR TO REFER TO FINAL RF CONFIGURATION SHEET FOR ANTENNA AZIMUTHS PRIOR TO CONSTRUCTION- 2- pNCULRF AR CONFIGURATIONEET TO BE SUPPLIED BYREPVE ASSEMBLY 686 - ANTENNA F_ I MOUNT ANTENNA IN ACCORDANCE MATH MANUFACTURERS RECOMMENDED PROCEDURE F-3--l-ANTENNA W TILT — NO SCALE CSS DUO ANTENNA 14" P-8686 (14•x9' co •-ifil;•;• �► 1 ►►- a Xcingular- VAR«el. VeloclTel CH L— n.« car.wa, o � CLOUGH. HARBOUR S ASSOCIATES LLP ..W a awvss c +o.,aa w taata CHA "Oo LCT P401 iZM — 1031 — 1601 N0. 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LENGTH TAPE COLOR 1 #1 CSS DUO -1417-8686 120'± 0' 1 5/8' 170'1 BROWN 1 #2 FUTURE BROWN/RED 1 #3 FUTURE BROWN/RED/BROWN 1 #4 CSS DUO -1417-8686 120'± 0' 1 5/8' 170'± RED 2 #1 CSS DUO -1417-8686 120'± 120' 1 5/8' 170'1 ORANGE 2 #2 FUTURE ORANGE/YELLOW 2 #3 FUTURE ORANGE/YELLOW/ORANGE 2 #4 CSS DUO -1417-8686 120'± 120' 1 5/8' 170'1 YELLOW 3 #1 CSS DUO -1417-8686 120'± 240' 1 5/8' 170'± GREEN 3 #2 FUTURE GREEN/BLUE 3 #3 FUTURE GREEN/BLUE/GREEN 3 #4 CSS pU0-1417-8686 120'± 240' 1 5/8- 170'± BLUE GPS (MOUNTED ON ICE BRIDGE POST) 1/2� 30'± GPS (MOUNTED ON ICE BRIDGE POST) 1/2� 40'± # OF ANTENNAS PER SECTOR: 4 (INSTALL 2. RESERVE Z) (2) TOWER MOUNTED AMPUFERS PER SECTOR FUTURE LMU ANTENNA NEW EQUIPMENT JU EOUIPMENT SHELTER SIZE 10'x20 COAX PORT ASSIGNMENTS (HEWED FROM INSIDE EQUIPMENT ROOM/SHELTER) ANTENNA POSITION CURRENT FUTURE 1 4 3 2 0 .2 0 3 Tx Rx Rx Tx 13®RO BRA BR/R OO 0�� O/1' OO G�� GIB 12' TYP i SECTOR 1 o• TRUE NORTH MAGNETIC NORTH , BR FUTURE FUTURE 4 R 4 -yr 4 48 FUTURE \ SECTOR �4 3 FUTURE 240' 4610 tFUTURE P� SECTOR FUTURE 2 1310' COLOR KEY R - RED OR - BROWN 8 - BLUE G - GREEN Y - YELLOW 0 - ORANGE TYPICAL ANTENNA ORIENTATION AND COLOR CODING NO SCALE X cingular- wnwe�eas VelOciTel �A CLOUGH HARBOUR & ASSOCIATES LLP ur�� AtDI��T. .woo urolonw�n �. w.n sa �orwo. w sssss cHw awwECT NO: 17/80 - 1031 - 1801 NO. SUBMITTAL I JOVIV04 I 85% CAD BY: EFK CHK: JDH APP'D: MtR 2 05/12/04 90% CAD BY: OSS I CHK: JOH APP'D: WLR 3 06/02/04 95% CAD BY: KDR CHK: JDH APP'D: WLR 4 06/11/04 100% FINAL BY: EFK I CHK: JDH APP D: WLR 5 09/29/04 100% REVISED BY: ABB I CNK: DSS APP D: WLR IT IS A YIOLATM OF LAA FOR ANY PERSON. UNLESS MEY ARE ACING Lgd" M DWCTIM CE A UCENSED PRWEESS0 ENCIPCM. TO ALTER 1NT5 OOCTAET/T. SITE ID: 1475 SIWE NAME: OPEQUON SITE A00RESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHM WILE RF SCHEDULE do DETAILS SHEET NUMBER C04 STEEL PIPE CAP BRACKET ASSEMBLY BY MICROFLECT ICE BRIDGE SUPPORT POST _2 i 6 3- m - o z o I Lfj�CONCRETE PIER V -6 - DIA. NOTES: 1. USE MICROFLECT PARTS. 24' x 10'-0' CHANNEL BY MICROFLECT. CUT CHANNEL TO REQUIRED LENGTH CABLE HANGER BRACKET ANTENNA CABLES 2. SUPPORT POSTS SHALL BE LOCATED ON ALTERNATING SIDES OF ICE BRIDGE SPACED NO MORE THAN 6'-0'. 3. ANY SPLICES OR CANTILEVERED SECTIONS OF THE ICE BRIDGE SHALL BE LOCATED WITHIN 2'-0' OF A SUPPORT POST. 1 ICE BRIDGE SUPPORT POST SECTION NO SCALE SLOPE VARIES 1/2' NEOPRENE 4'x4'x6' 3000 PSI CONCRETE STOOP -\ 1/4'/FT SLOPE (BROOM FINISH) 6x6-W2.9xW2.9 WIRE 3/4- CHAMFER ON EDGES FINISH GRADE 6- /57 STONE 12' STANDARD OR PER SITE PLAN 6' COMPACTED GRAVEL �— 1/4 -/FT. TYP. SHELTER SHELTER FLOOR/—TOP OF FOUNDATION 6' A.F.G. h A. F-2-1 CONCRETE STOOP NO SCALE 3 ACCESS ROAD CROSS SECTION NO SCALE SLOPE VARIES ORDINARY BORROW BACKFILL - X cingular f.p T>t.O.•� OAK. wwo.[- .o. ].ems VelociTel F _Q C1A�.L LT>°.Iq�i CLOUGK HARBOUF1 6 ASSOCIATES LLP Rsxsma. rawrss c ,sa.�Ic .o.aP ..o�on.u. nawv.-c. RIIR aoa .w.00. w aaa» Cf1A PRQICCT NP. 12760 - 1031 - 1601 NO. SUBMITTAL i 05/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK_ JDH APP'D: WLR 4 06/11/04 1 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 109/29/041 1009. REVISED BY: ABB I CHK: DSS APP D: WLR IT K A WMArM OF LAW FOR ANY PERSON. lxlESS TNEY ARE ACTING RPRDER THE DIRECTION OF A U(ENSED PROFESSONtL ENGINEER TO AFTER M DOCUMENT. 91E 1475 SITE NAME: OPEQUON SITE ADORES& - 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET T11LE DETAILS SHEET NUMBER C05 PREFABRICATED SHEL 6"xt'x3/8" GALV. PLATE COORDINATE ANCHORING LOCATIONS WITH SHELTER MANUFACTURER -\ 3/4' DIAMETER x 1'-0" ANCHOR BOLT DRILL AND GROUT ANCHOR BOLTS TO CONFORM WITH A.S.T.M. A-36. NUTS AND WASHERS TO CONFORM TO A.S.T.M. A-563-\ i i 1 FOUNDATION PLAN NO SCALE X. 2 SHELTER ATTACHMENT DETAIL NO SCALE 6" /57 STONE 6" CONCRETE SLAB REINFORCED e -WITH 6x6-W2.9xW29 WWF _- TOP OF SLAB EL - +0'-6" A.F.G. (BROOM FINISH v/3/4' CHAMFER EDGE) TOP/CONC. SLAB 6' A.F.G. 3/4' CHAMFER SUPAC 8 NP -- POLYFELT TS 600 i OR EQUAL h \ 2-/5 CONTINUOUS LAP SPLICE 2'-6" AS REO'D. NOTE: FOOTING SHALL BEAR ON SOILS APPROVED FOR 3000 PSF ALLOWABLE BEARING PRESSURE 6x6xW2.9/W2.9 W.W.M. CONFORMING TO ASTM A-185 6" THICK CONC. SLAB OVER 5 MIL POLY VAPOR BARRIER v • Ac \/ 8' CRUSHED ROCK \ CONCRETE FOUNDATION %X�/ice/i� , 1'-6- F-7-1 FOUNDATION SECTION NO SCALE cingular VelociTel �� ww cvr*w� Oxw CLOU6H. HARBOUR 6 ASiSiOCIATES LLP Ni0�1.PLIwPii c ,nNwo uoln,r.Ae. nA....lc wn >o� ANa.No.o, w ana• CNA PROJECT NO, 12760 - 11U1 - 1601 NO. SUBMITTAL 1 05/11/04 85% CAD BY: EFK I CHK: JDH APP'O: WLR 2 05/12/04 90% CAD BY: DSS CHK: JOH APP'D: WLR 3 06/02/04 95% CAD BY: KOR CHK: JDH APP'D: WLR 4 06/11/04 100% FINAL BY. EFK CHK: JDH APP'O: WLR 5 09/29/04 100% REVISED BY: ABB I CHK: DSS APP D: WLR Il 1S A VxLAT1N OF LAW FON ANY PERSON. L#kM DRY ARE ACING 00" THE DI ECRON OV A LKLNSED PRO[SSK NAL COM ER. TO ALTER AAS DO Ub"T. S$ V. 1475 SrZ NAME: OPEQUON SM 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHUT TIRE STRUCTURAL DETAILS BEET MANF O C06 GENERAL NOTES 1. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS. DRAINAGE STRUCTURES. AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL D SCREPANC!ES REPORTED TO THE ENC!NEEP,. 2. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. 3. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS. ETC. 6. DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS. DRAIN PIPES. VENTS, ETC. BEFORE COMMENCING WORK. 7. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL 8. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS, 9. CONTRACTOR TO FOLLOW ALL STATE, LOCAL AND NATIONAL CODES AS APPLICABLE DESIGN DATA LIVE LOADS: PER INTERNATIONAL BUILDING CODE WIND LOADS: PER INTERNATIONAL BUILDING CODE & TIA/EIA-222-F ICE LOADS: 1/2' RADIAL ON ALL COMPONENTS & CABLE SNOW LOAD: PER INTERNATIONAL BUILDING CODE SEISMIC LOADS: PER INTERNATIONAL BUILDING CODE ANTENNA SUPPORT BRACKET 1. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. MFR. SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS. DESIGN LOADS, AND ALL OTHER PERTINENT DATA. ALL SUBMISSIONS SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE THE WORK IS BEING PERFORMED. 2. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS AND COAXIAL CABLES AS SHOWN. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE RISC 'SPECIFICATION FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. ALL STEEL SHALL BE ASTM A-36. 2_ ALL INTERIOR STRUCTURAL STEEL USED SHALL BE, WHEN DELIVERED, FINISHED WITH ONE COAT FABRICATOR'S NON -LEAD, RED OXIDE PRIMER. PRIMING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE ALL DINGS. SCRAPES, MARS, AND WELDS IN THE PRIMED AREAS SHALL BE REPAIRED BY FIELD TOUCHUP PRIOR TO COMPLETION OF THE WORK. 3. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFICATION ASTM A123 UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE ALL DINGS, SCRAPES, MARS. AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED BY FIELD TOUCHUP PRIOR TO COMPLETION OF THE WORK USING ZRC COLD GALVANIZING COMPOUND OR APPROVED EQUAL- 4. QUAL4. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 5. CONNECTIONS: A. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 'MANUAL OF STEEL CONSTRUCTION 9TH EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. B. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4' DIA) AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE C. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/87 DIA. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE D. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL BY ENGINEER. E. ALL BOLTED CONNECTIONS SHALL HAVE A FLAT WASHER AE NUT TIGHTENED TO AISC 'SNUGTIGHT' CRITERIA, UNLESS NOTED OTHERWISE STRUCTURAL STEED,. NOTES (CONT.1 6. STRUCTURAL STEEL GRATING SHALL BE 1 1/2' X 3/16' GALVANIZED STEEL BAR GRATING (IKG BORDEN TYPE -WB OR EQUAL) ATTACHED O 1'-6' o.c. WITH GRATING CLAMPS. UNLESS 07HERWISE NOTED. 7, NEW STRUCTURAL STEEL LOCATED WITHIN A BUILDING OR ENCLOSURE SHALL BE FIRERATED PER LOCAL CODE. 8 REINFORCING BARS: ASTM A625, GRADE 60 DEFORMED BARS. 9. WELDED LIRE MESH: TO ASTM A185. PROVIDE IN FLAT SHEETS ONLY. VERTICAL PLACEMENT TOLERANCE TO BE 3/8 INCH. 10. THE CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH ALL ACCESSORIES, BOLSTERS, CHAIRS, SPACER BARS AND SUPPORTS NECESSARY TO SECURE THE REINFORCEMENT UNLESS INDICATED OTHERWISE. 11. IN SLABS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY, PROVIDE INDICATED TEMPERATURE REINFORCEMENT AT 90 DEGREES TO PRINCIPAL REINFORCEMENT. 12. LAP SPLICES: a) CONCRETE: PROVIDE CLASS 8 TENSION LAP SPLICES U.N.O. b) WELDED WIRE MESH: MINIMUM LAP 8 INCHES, MEASURED BETWEEN OUTERMOST CROSS -WIRES OF EACH SHEET. CONCRETE NOTES 1. DESIGN AND CONSTRUCTION OF LATEST EDITIONS OF THE FOLLOWING APPLICABLE CLOCONCRETE D S: TS SAALL CONFORM TO THE CT 30 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'; ACI 318, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF CONCRETE IN ACCORDANCE WITH ACI 211, PROPORTIONING CONCRETE MIXTURES, AND ACI 301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE'_ 3 CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (11.5%) WITH A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. 4. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. 5. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: REINFORCEMENT: NORMAL WEIGHT AGGREGATE: WATER. ADMIXTURES: ASTM C 150, TYPE 1 ASTM A 615. GRADE 60 ASTM C 33 POTABLE NON -CHLORIDE CONTAINING 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 7. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE SPLICES SHALL BE CLASS 'B' AND ALL HOOKS SHALL BE STANDARD. UNO. 8 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH -------- 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER. j6 AND LARGER..................................2 IN. #1 AND SMALLER do WWF ...................1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL.................................3/4 IN. BEAMS AND COLUMNS ........................1 1/2 IN. 9. A CHAMFER 1' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 10. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURES WRITTEN RECOMMENDED PROCEDURE THE ANCHOR BOLT. DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRIWNG HOLES IN CONCRETE 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309- 12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS 0 IN ACI -301. 13. DO NOT WELD OR TACKWELD REINFORCING STEEL. 14. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL. ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 15_ LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLO JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 18. DO NOT PLACE CONCRETE IN WATER. ICE, OR ON FROZEN GROUND. 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 20. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE. CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. 21. READY -MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED. 22. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. 23. HOT WEATHER CONCRETE: COMPLY WITH ACI 305R. I. FOUNDATION EXCAVATION SHALL BE HAND -TRIMMED TO REMOVE LOOSE MATERIALS. 2. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 3. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER. WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. 4. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE_ 5, ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS SHALL BE SELECT STRUCTURAL FILL MEETING THE GRADATION AND SOUNDNESS REQUIREMENTS IN ACCORDANCE WITH THE FOLLOWING GRADATION: A. GRADATION. THE MATERIAL SHALL HAVE THE FOLLOWING GRADATION: SAVE SIZE PERCENT PASSING BY WEIGHT 4 INCH IOU N0. 40 0 TO 70 NO. 200 0 TO 15 B. MATERIALS SHALL BE SUBSTANTIALLY FREE OF SHALE OR OTHER SOFT. POOR DURABILITY PARTICLES. IF TESTING IS ELECTED BY OWNER, MATERIAL WITH A MAGNESIUM SULFATE SOUNDNESS LOSS EXCEEDING 3OX WILL BE REJECTED. 6. COMPACT TO 95% STANDARD PROCTOR DENSITY PER ASTM 0-698. 7.SUBGRADE BELOW SLAB -ON -GRADE SHALL BE REVIEWED AND ACCEPTED BY GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. 8 ALL LOOSE AND/OR ORGANIC MATERIAL SHALL BE REMOVED PRIOR TO PREPARATION OF THE AREA FOR PLACEMENT OF STRUCTURAL BACKFILL. OVERALL PLAN AREA OF WORK SHALL EXTEND 3'-0' MINIMUM BEYOND THE FINAL DIMENSIONS. 9. SCARIFY THE EXISTING SOILS TO A DEPTH OF 6' AND RE -COMPACT USING A PLATE TAMPER. ANY SOFT AREAS SHALL BE OVEREXCAVATED 12' AND BACKFILLED WITH MATERIALS AND COMPACTION REQUIREMENTS SHOWN ON THE DRAWINGS, 10. PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL AND SUBBASE SHALL BE DONE IN 8' LIFTS. EXCAVATE FOR THE FOOTING EDGE AS SHOWN ON THE DRAWINGS. 11. CONTRACTOR TO GRADE SITE LEVEL WITH EXISTING, TWO FEET BEYOND PROPOSED EQUIPMENT PAD FOOTPRINT, THEN TAPER TO EXISTING GRADE IF REQUIRED AT A MAXIMUM OF 3:1 SLOPE DESIGN NOTES MATERIALS: STRUCTURAL STEEL A572 GRADE 50 INGLES AND PLATES A36 RECTANGULAR STRUCTURAL TUBING A500 GRADE B (46 KSI) STANDARD PIPE A501 OR A53 GRADE B HIGH STRENGTH BOLTS A325 N OR SC CLASS A ANCHOR BOLTS A307 WELDING ELECTRODES E70XX CONCRETE (28 DAYS): FOOTINGS 3000 PSI SLAB -ON -GRADE 4000 PSI ALL OTHER CONCRETE 3000 PS REINFORCING STEEL A615 GRADE GO WELDED WIRE FABRIC A185 WrAnm vn1n5 A108 Xcingular- wlwiu�s nw s.�wP.wo owwc ,...waw .o. a�en VelOciTel w�c cvwon o Wee. CLOUGH, HARBOUR &ASSOCIATES LLP .oNle .cwn..w nr.wwa. >„a by CMA PROJECT NO: 12710 - 1031 - 16M NO. SUBMITTAL 1 105/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH APP'0: WLR 4 06/11/04 1 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 109/29/041100% REVISED BY: ABB CHK: DSSAPP D: WLR IT K A I14ATICH OF UU FOR ANY P[R M UNLESS TWY AIR KING UNDER rME OIIiCM01 6 A UQM= PRWEIDITUL 09MEEII. TO ALIEII MIs OpOIIRMT. sm Q 1475 91E NATE: OPEQUON SIN aoor+Ess 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY 5►irT ITRE STRUCTURAL NOTES SHM was" C07 GPS ANTENNA (SUPPLIED BY CINGULAR INSTALLED BY CONTRACTOR) (� 2 (� MOUNTING TILT HOLES FOR ADJUSTMENTIf /flrCET C� 4 oc 1EMINIMUM BENDINGRADIUS p BRIDGE MANUFACTURER'S STANDARD ICE�SUPPORT POST e 7/16' x 7/8' SLOTTED HOLE FOR 1-1/4- DIA. PIPE NOTE: OVERSIZE U -BOLT PROVIDED TO ALLOW t 2' TILT /ADJUSTMENT TO ACHIEVE TOLERANCE. (PROVIDED BY CONTRACTOR) 411M.W14,11in1► %►:M.1 7/8- 2 1/8' 5' 7/8" --E=—)-- 3 3/4' 2 7/8- 1 /4" THK. 7/15' x 2-7/8" SLOTTED HOLE FOR 2' DIA. PIPE U -BOLT WITH DOUBLE NUTS AND WASHERS. (TYPICAL) ITEM � DESCRIPTION O(EACH)Y (EACH) O1 1-1/4' SCH. 40 X 18' LG. MIN SS OR GALV. PIPE 1 O2 PLATE 1/4 X 4-1/4 X V-4 1/4- LG. GALV.(A-36) 1 OSTD. U -BOLT FOR 2- PIPE W/ DOUBLE HEX NUTS 2 AND WASHER, GALV. U -BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS 2 OSTD. AND WASHER, GALV. (SEE NOTE 2) NOTES: 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4' DIAMETER. SCHEDULE 40. GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED Al THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENOKWLAR 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. 2. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE SUPPORT STRUCTURE USING U -BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE MOUNTING PLATE USING THE OVERSIZE U -BOLTS PROVIDED TO ALLOW ADJUSTMENT_ IT IS CRITICAL 1GPS ANTENNA NO SCALE I GPS ANTENNA ATTACHED TO ICE BRIDGE LEG AT 12' AGL MOUNTING BRACKET PLATE 1/2- DIA. COAX CABLE MINIMUM BENDING RADIUS PER MANUFACTURER'S STANDARD BRACKET ASSEMBLY BY MICROFLECT— ICE BRIDGE SUPPORT POST 6- 3" V -6 - DIA. © , , a l ■ e 0 ' STEEL PIPE CAP FUTURE LMU ANTENNA CONTRACTOR TO PROVIDE MOUNTING BRACKET PLATE TILT HOLES FOR ADJUSTMENT To CONCRETE PIER NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AAND REACANNOT HAVE ANY OF A HEMISPHERE AROUND THE GPS ExCEANTHE SURFACE ANTENNA. 2. THE GPS ANTENNA LOCATION MUST BE ABLE TO RECEIVE CLEAR FROM BEE MOF LRIGPA.WITH HANDHHELD GPS BEFORE LOCATION OF S ANTENNA. 24' x 10'-0" CHANNEL BY MICROFLECT. CUT CHANNEL TO REQUIRED LENGTH CABLE HANGER BRACKET ANTENNA CABLES Xcingular rrxlWu�� T]O 4T.W�,p OAK. "YOHT b. S.OI� VelociTel C L_ n.AA.c canwon O � CLOUGH. HARSOLIR B ASSOCIATBs LLP NNMNi>s..,.Al.oss s „NIOO wwn..w RA„wa[. au+E sol .o..o-Ax •. a CNA PROJECT NO: 12M - 1031 - 16M N0. SUBMITTAL 1 105/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 1 90% CAD BY: DSS CHK: JDH APP'D: WLR 31106/02/04 95% CAD BY: KOR CHK: JDH APP'0: WLR 4 06/11/04 100% FINAL BY. EFK I CHK: JDH APP'D: WLR S 09/29/04 100% REVISED BY: ACHK: DSS APP D: WLR 88 ,T 11 AIIIIA"OR 6 U1 " NIT PERSON. UNUM INET ARE ACTING UNDER TW dIN[L`t1aN 6 A lUCENM PRQES"AL ENONEDI. A ALTO =5 DOD IENT 91E 10: 1475 91E NAYS OPEQUON 91E ADDRESS 3035 CEDAR CREEK GRADE MANCHESTER, VA 22602 FREDERICK COUNTY SHM WIM GPS DETAILS SHM NIAI6ER C08 i HEAVY PRESSED STEEL BARBED MARE OUT RIGGER ARM 2'x2' - 9 GA. FENCE FABRIC 2" INTERMEDIATE POST - 1/2' CROWN FOR DRAINAGE 10' DIA. CONCRETE FOOTING IN SOIL FOR INTERMEDIATE POSTS FENCE NOTES I 1. ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN LEDGE. IF LEDGE IS ENCOUNTERED AT GRADE, OR AT A DEPTH SHALLOWER THAN X-6. CORE DRILL AN 8' DIA HOLE 18' INTO THE LEDGE CENTER POST IN THE HOLE AND FILL 1ITH CONCRETE OR GROUT. F LEDGE IS BELOW FINISH GRADE, COAT BACKFILLED SECTION OF POST WITH COAL TAR. AND BACKFILL WITH WELL—DRAINING GRAVEL 2. ATTACH EACH GATE WITH 1-1/2 PAIR OF NON—LFT—OFF TYPE MALLEABLE IRON OR FORCING, PIN—TYPE HINGES. ASSEMBLIES SHALL ALLOW FOR 180' OF GATE TRAVEL. GATE OPENING 12'-0' (VERIFY HATH SITE PLAN) 3 STRANDS OF 4—POINT BARBED MIRE 1-1/4' GATE--/ HEAVY—DUTY %._i—i/4' TOP RAL FRAME GALV. LOCKABLE DOUBLE GATE LATCH \LATCH ROD 2-1/2' GATE POST NO GAP BEIVCEN1 FINISH GRADE AND FENCE FABRIC qAM. TRUSS ROD WI1177 CONTINUOUS TURNBUCKLE AT i' GAP BETWEEN FlNI W GRADE AND BOTTOM BRAIDED COPPER OF GATE > GROUND STRAP, 2 PL (SEE GROUNDING SPECS) 6' DIAM. BY 18' DEEP L CONC. FOOTING VATH ALTERNATE FOOTING IN % 12' DIM. CONCRETE 6" L LEDGE (SEE NOTE i) FOOTING IN SOIL FOR GATE AND CORNER POSTS CHAIN LINK FENCE AND ACCESS GATE NO SCALE EOUIPMENT SHELTER FENCE (SEE PLANS FOR SIZE AND MATERIAL) Rco5 r- STOOP r8' MIN. 5' %57 STONE W SUPAC 8 NP POLYFELT TS 600, OR APPROVED EQUAL UNDER ROCK COMPACTED SUB -GRADE F -2 - SITE COMPOUND CROSS-SECTION 140 SCALE 2-1/2' CORNER POST 3/16' x 3/4' STRETCHER BAR AT CORNER AND GATE POSTS FINISHED GRADE �C cingular wrwet.e�• VelociTel L-A wAr.,c TY11„Q�T o Tm. CLOLICK HARBOUR 6 ASSOCIATES LLP TW00 YOI,OIMAM nrsC MAT[ ]01 04A PROiGT Nb. 12M — 1071 — 1601 NO. SUBMITTAL 1 105/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY' KDR I CHK: JDH APP"D: WLR 4 06/11/04 100% FINAL BY: EFK I CHK: JOH APP D: WLR 5 09/29/04 100% REVISED BY: ABB I CHK: DSS APP'D WLR I I F==A R M A VIgATM 6 Ulm FM AMT PEMSMk UKESS THEY ARE AMID 1/IDEM ME OMCIM OF A LxxMsm PROFESS MIL EMOMEEM. TO ALTEM THIS DOCUMENT. sma 1475 SITE NATE OPEQUON 97E ADDRESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHM wm SITE DETAILS SHM N110M C09 DOOR ACCESS 19, 8'-11" Ejj SHELTER LAYOUT NO SCALE CABLE ENTRY X cingular VelociTel CH L- o CLOUGR HAABOUFI 6 ASSOCIATES LLP RaQ,rgGatrnxvc c ,a,eo roan.+.. naa..c aATc aaa +o.,o.o. w aaxas CNA „RCT NO. 12760 —1031 — 1601 N0. SUBMITTAL 1 05/11/04 85% CAO BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH APP'D: WLR 4 06/11/04 100% FINAL BY: EFK I CHK: JDH APP D: WLR 5 09/29/04 100% RFASED BY: ABB I CHK: DSS APP'D: WLR I IT TS A 111"1" O: "1 FIR ANY Pfl1501L URE37 TEY ARE ACTa16 UNDER THE OaELRON 6 A tKEWSED RIOaES90NAL ETTO4W_ TO ALTER TWS OOCUU MT. SEE 10. 1475 SnE kAMF- OPEQUON 3035 CEDAR CREEK GRADEI WINCHESTER, VA 22602 FREDERICK COUNTY SKEET Wu SHELTER LAYOUT S M M1 IM C10 VIEW FROM INSIDE TSURGE PROTECTOR NO SCALE SHELTER CEILING ALL THREAD INSULATORS i SURGE PROTECTOR IS UNTED THROUGH THE TRIPLE Z AND NOT ON TOP. GROUND TO BUSS BAR Xcingular- VelociTel L—� �...� —,AST 0 — CLOUGK MAR®OUR 6 ASSOCIATES LLP CXA IRO.ECT NQ. 127!0 — 1031 — 1e01 NO. SUBMITTAL I 1 10/25/04 1 100% REMSED IBY: ABB rt n A MOLADOI OF LAW FOR ANY PERSON. UNLM DiCY ARE ACT"C UNDO TK DrKC00N OF A LICENSED PROESSMAL T.TbTmi TO ALTER 705 DOCUMENT. S7E ID: 1475 STE NAME: OPEQUON SlE AOORESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET IDLE DETAILS SHEET W%ffm �/10A 8 8 8 8 RF Mc BA TSURGE PROTECTOR NO SCALE SHELTER CEILING ALL THREAD INSULATORS i SURGE PROTECTOR IS UNTED THROUGH THE TRIPLE Z AND NOT ON TOP. GROUND TO BUSS BAR Xcingular- VelociTel L—� �...� —,AST 0 — CLOUGK MAR®OUR 6 ASSOCIATES LLP CXA IRO.ECT NQ. 127!0 — 1031 — 1e01 NO. SUBMITTAL I 1 10/25/04 1 100% REMSED IBY: ABB rt n A MOLADOI OF LAW FOR ANY PERSON. UNLM DiCY ARE ACT"C UNDO TK DrKC00N OF A LICENSED PROESSMAL T.TbTmi TO ALTER 705 DOCUMENT. S7E ID: 1475 STE NAME: OPEQUON SlE AOORESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET IDLE DETAILS SHEET W%ffm �/10A PROJECT NARRATIVE: 1. PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN EOUIPMENT SHELTER ON CONCRETE PAD, A 250' LATTICE TOWER, UNDERGROUND UTILITY TRENCHES. AND MISCELLANEOUS UTILITY CONNECTIONS TO THE METER BOARD AND TOWER. TOTAL DISTURBED AREA — 5000 S.F. 2. EXISTING SITE CONOMONS: THE SITE CONSISTS OF AGRICULTURAL LAND. 3 ADJACENT AREAS: ADJACENT AREAS CONSIST OF RURAL LAND WITHIN FREDERICK COUNTY. 4 OFF—SITE AREAS: NO OFF—SITE AREAS EXIST. 5. SOILS: DUE TO THE SMALL AREA OF DISTURBANCE, SOILS INFORMATION 1S NOT CRITICAL IN THIS PROJECT. 6. CRITICAL AREAS: THERE ARE NO AREAS WITHIN THE PROJECT SITE THAT HAVE POTENTIAL FOR SERIOUS EROSION. THE SITE IS GENERALLY FLAT. A SILT FENCE WALL BE THE PRINCIPAL E&SC MEASURE ON THE SITE. OTHER MEASURES MAY BE TAKEN BY. THE CONTRACTOR OR DIRECTED BY FREDERICK COUNTY IF UNFORSEEN CONDITIONS DEVELOP. SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT—LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION WILL OCCUR PRIOR TO ANY LAND DISTURBANCE. B. VEGETATIVE PRACTICES: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF SEW MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED. AND SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK. 1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT THERE ABSOLUTELY NECESSARY. 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE 3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME NEW CONSTRUCTION SHALL BE COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIVITY. 4. TEMPORARY SEEDING OR OTHER STABIUZA71ON WALL FOLLOW IMMEDIATELY AFTER GRADING. ALL STABILIZATION SHALL BE IN ACCORDANCE WITH E&S HANDBOOK AND SHALL BE APPROVED BY THE COUNTY. 5. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF All EROSION AND SEDIMENT CONTROL PRACTICES. 6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION EROSION AND SEDIMENT CONTROL PRACTICES. 7. AFTER ACHIEVING ADEQUATE STABILIZATION. THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED. NO E&S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY INSPECTOR. ..L.8i ).qp finNO.�D D+K �✓.OKA r0. ]10Tf VeloclTel I CH o mfg CLOUGH. HAFWBOUR &ASSOCIATES LLP �ss.lAv�a s �..e ATa.rerta .o.ao Af0.oi.Aw iwf+�a fwn za A.o.ro.p. w aaa]s CNA MO.ECT No: 12M-1031 —I= N0. SUBMITTAL 1 05/11/04 1 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR I CHK: JDH APP'D: WLR 4 06/11/04 1 100% FINAL BY: EFK I CHK: JDH APP'D: WLR 5 09/29/04 1 100% REVISED BY: ABB I CHK: DSS APP D: WLR IT IS A 101AIIC" OF LAW Fp1 ANY V[1170M. W4LESS TWY ARE ACtt1C arum 1rE OAECTIPI OF A LKFNSEU PROFESSUNK ENOrEER. to ALTER TRrS p0E1111F11 T. !9w Q 1475 SITE NAME OPEQUON 91E NXIRM 3035 CEDAR CREEK GRADE. WINCHESTER, VA 22602 FREDERICK COUNTY SHEET 1111E SEDIMENT & EROSION CONTROL NOTES SHM WUM C11 APPROX. APPRGX' T'RUS MALT l�w T N PRO 052V 12' WDC x tl80' LaVG a?A KZ ASS ROAD S 2 PRaOOSM (7 SIL T FEJVC£ .. ♦ •; .tea, PROPOSED aAi5VLAR 1DSr2o' EOUp'A/ENT _WLZ7FR COVL14E7E PAD S S r---� FUTURE { CARRIER L — — — -I FUTURE { CARRIER L — — — -J S. " S PROPOSED CV&Z AR BACKBOARD W7H QYCT (FUSED FOR JA7A) I { FUTURE CARRIER { I { L — J SEDIMENT N PAN GRAPHIC SCALE 20 a 10 20 DI /iR � wa, ♦ •♦ r BASEMAP NOTES: 1. BASEMAP INFORMATION OBTAINED FROM A MARCH 4. 2004 STE VISIT PERFORMED BY CLOUGH. HARBOUR & ASSOCIATES LLP. AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) SET THE STAKES. 6' I MAX. FLOW 3. TTAPLE FILTER O STAKES AND EXTENT AL D IT INTO THE TRENCH. 2. EXCAVATE A 4- X 4- TRENCH UPSLOPE ALONG THE LIVE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATH ( PERSPECTIVE VIEW ) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION ( FRONT ELEVATION ) 2 I NT IOL DETAIL NO SCALE SEQUENCE OF CONSTRUCTION: THE FOLLOWING IS THE GENERAL SEQUENCE OF THE CONSTRUCTION TO BE FOLLOWED IN ORDER TO PUT THE PROPOSED SEDIMENT EROSION CONTROL MEASURES IN PLACE. 1. THE OWNER SHALL GIVE THE COUNTY INSPECTOR 24 HOURS NOTIFICATION TO SCHEDULE AN, ON-STE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. STAKE LIMITS OF DISTURBANCE. I CONSTRUCT SILT FENCE WHERE INDICATED ON THE PLANS. 4. LIMIT DISTURBANCE TO MINIMUM NECESSARY TO PERFORM CONSTRUCTION AND PROVIDE STABILIZATION FOR DENUDED AREAS AS REQUIRED OR DIRECTED BY THE COUNTY. 5. CONSTRUCT ALL OTHER UNDERGROUND UTILITIES IN ACCORDANCE WITH CONSTRUCTION PLANS. 6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY SEEDING. 7. UPON COMPLETION OF ROUGH GRADING. PROCEED WITH CONSTRUCTION. g. AFTER CONSTRUCTION AREAS ARE STABILIZED. FINISH GRADE AND SPREAD GRAVEL IN THE SITE AREA. SILT FENCE IS NOT TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 9. MAINTAIN ALL SEDIMENT EROSION CONTROL MEASURES AS IDENTIFIED. X cingular w1wW�Ws VelociTel r. O xP. CLOUGH. HARBOUR 6 A850CIATEES LLP so��a..aw�wso : AFOII�TC Towo ..oT.oT+..r TVM�C. RUTc aoa we..ao. w aaaas o.A Iweo cr NO: 12780 - 1031 - 1801 NO. SUBMITTAL 1 05/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 106/02/04 95% CAD BY: KOR I CHK: JDH APP'D: WLR 4 06/11/04 100% FINAL BY: EFK I CHK: JDH APP D: WLR 5 09/29/04 100% REVISED BY: ABB I CHK: DSS APP D: WLR IT R A MOA'"' W LA UMSTKY ,RE ACT"G = RT R 6 A UCEIRM0 PRINTS901AL E4004DT. TO ALTER TMS vocul E71T. SIT¢ a 1475 SITE NAYS: OPEQUON SITE ADOMM 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY BEET TME SEDIMENT & EROSION CONTROL PLAN SHM NUMBER C12 I•` o ( D1 Flz* 'X GENERAL NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS TARE S SCHEMATIC. B 13 BLOCKED. SHALL INSTALL CONDUITS SO T 3. SERVICE SHALL BE 120/240 VAC, 300 AMP, 1 -PHASE. 4. CONTRACTOR TO BE AWARE OF AND AVOID OTHER UNDERGROUND UTILITY RUNS WITHIN THE SITE COMPOUND. 5. CONDUIT RUNS SHALL HAVE ONE PULLBOX AFTER EACH 360' OF SENO. ABBREVIATIONS AWG AMERICAN WIRE GAUGE DWG DRAWING RGS RIGID GALVANIZED STEEL TYP. TYPICAL W/ WITH LEGEND 0 UTILITY POLE cz�::p SERVICE PANEL/DISCONNECT ® GENERATOR RECEPTACLE METER SOCKET BY OTHERS METER BY UTILITY COMPANY EXPOSED CONDUIT — UNDERGROUND ELECTRICAL/TELEPHONE © CODED DRAWING NOTE XXX DETAIL NUMBER XX DRAWING(S) NUMBER CODED DRAWING NOTES: (D EXISTING UTILITY POLE /1201612 w/POWER SOURCE. PROVIDE SERVICE LATERAL AS INDICATED. OPROVIDE 400A, 120/24OV, 10, NEMA 3R METER BASE ACCEPTABLE TO LOCAL POWER COMPANY. METER BY POWER COMPANY. 30 4"C. w/(3) 350 KCM + W. OSERVICE PANEL/DISCONNECT BY SHELTER MANUFACTURER. LINE SIDE TERMINATIONS BY THIS CONTRACT. 5 12"x 12'x 8' NEMA 3R WIREWAY- TAP CONDUCTORS FOR (3) 350 OKCM. USE INSULATED TAP CONNECTORS (BURNDY UNITAP OR EQUAL). O2"C. w/(2) 4/24 CAT 5 CABLES AND PULL ROPE. TO BE PROVIDED AND PULLED IN BY CONTRACTOR. 70 INTERIOR TELEPHONE BOARD BY SHELTER MANUFACTURER. O PROPOSED MONOPOLE - PROVIDE 400A/2P NEMA 3R FUSIBLE DISCONNECT w/LOCKABLE HANDLE O AND w/(2) 300A FUSES. 10 4"C. w/PULL ROPE. it PROVIDE NEW BACKBOARD. 12 VERIZON INTERFACE PANEL 13 VERIZON SMART CARD BOX. 3/4" SEALTIGHT 14 PULLED IN w/(2) 4/24 / BY CAT CONTRACTTCABLES AND PULL ROPE. TO BE PROVIDED AND 15 3-PHASE UTILITY TRANSFORMER. PAD AND GROUNDING BY THIS CONTRACT PER UTILITY SPECIFICATIONS. 16 (2) 4"C. w/PULL ROPE EACH. 17 BY UTILITY COMPANY. > 1 DESIGN IS BASED UPON SITE OBSERVATIONS ONLY. Xcingular I Ae .— ON--. I— VelociTel L—_Q O,�.n,f OIPiRWI O �P. CLOUGFL HARBOUR &ASSOCIATES LLP N� �NCTC JONRO JROnwu, TltNwt(. YR ]61 �owo. a»u CNA PROJECT NO, 1T760 -1071 - 1601 N0. I SUBMITTAL 1 05/11/04 85% CAD BY: MJO CHK_ CMM APP'D: WLR 2 05/12/04 90% CAD BY: CMM CHK: GMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM CHK: MJO APP'D: WLR 4 06/11/04 100% FINAL BY: CMM CHK: MJO APP'D: WLR 5 09/29/04 100% REVISED BY: JR5 CHK: CMM APP'D: WLR IT 6 A "O ADO" 11LAW FOR NIT PERSDIE LftESS 7Y[T ARE ACING UOOT M ONEC71O1 OF A LKVt%D PWISSIO/AL ENONEER. TO ALTER TRS DOPAIDIT. 97E ID: 1475 SITE NAME: OPEQUON SIE ADDRE B: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY sHEET UT1E POWER & TELEPHONE PLAN s1EET wal" E01 GROUNDING SYSTEM NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 2 COMPRESSION GROUND CONNECTIONS MAY E REPLACED BY EXOTHERMIC (CADWELD) CONNECTIONS. 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 4. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR do EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 5. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 7. ALL EXTERIOR GROUND CONDUCTORS SHALL BE /2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. B. STACKED. BACI( TO BACK CS TO THE GROUND BUS SHkLL N CONNECTIONS ON OPPOSITE SIDES THE GROUND BUOT BE DOUBLED UPS ARE PERMITTED. 9. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN E ADEQUATELY SUPPORTED. 10. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. TESTING SHALL E PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATIONS FOR FACILITY GROUNDING. USING FALL OF POTENTIAL METHOD. CINGULAR REPRESENTATIVE TO BE PRESENT BEFORE AND AFTER TYING INTO GROUND RING. 11. ALL EXOTHERMIC CONNECTIONS, BELOW GRADE SHALL MADE AT A GROUND ROD. ADO ADDITIONAL GROUND RODS AS REWIRED. NO FLOATING CONNECTIONS ARE PERMITTED. MULTIPLE CONNECTIONS TO A GROUND ROD ARE PERMITTED IF THE PROPER MOLDS ARE USED. • r r >r (10rwr) X X LEGEND GROUNDING WIRE. /2 BCW U.N.O. • COMPRESSION TYPE CONNECTION 0 f,40UNO ROO ® 5/8" x 10'-0" COPPER CLAD GROUND ROD W/ ACCESS ■ CADWELD CONNECTION mc T-rMiGB I MIG8 - GROUND BAR IxZFF ® CIGBE - GROUND BAR O e METER SOCKET BY OTHERS METER BY UTILITY COMPANY © CODED DRAWING NOTE Xxx DETAIL NUMBER XX DRAWING(S) NUMBER ABBREVIATIONS AWG AMERICAN WNRE GAUGE BCW BARE COPPER WIRE CGBE COAX GROUND BAR EXTERNAL CIGE COAX ISOLATED GROUND BAR EXTERNAL DWG DRAWING MIGB MASTER ISOLATION GROUND BAR TYP. TYPICAL W/ WITH CODFD DRAWING NOTES: UTILITYCNIANECEPER OMPAN SPECIFICATIONS, PER 0 REQUIREMENTS AND AS INDICATED. IGR BY SHELTER MANUFACTURER. GROUNDING 20 CONNECTIONS INSIDE SHELTER BY OTHERS UNLESS NOTED OTHERWISE. 0 3 i2 SOLD TINNED BCW BURIED EXTERIOR GROUND RING. PLACE 2' OFF FOUNDATION AND AT 30" MINIMUM DEPTH. O PROPOSED MONOPOLE. O MIGB. O CGBE. 70 ICE BRIDGE. BOND EACH SECTION. INTERIOR MAIN GROUND BAR BY SHELTER 80 MANUFACTURER. CABLES AND TERMINATIONS BY THIS CONTRACT. OPROPOSED UTILITY PAD MOUNTED TRANSFORMER. GROUND PER NEC AND UTILITY SPECIFICATIONS. OCONNECTION FROM EXTERIOR GROUND RING TO INTERIOR 10 HALO. DESIGN I5 BASED UPON SITE OBSERVATIONS ONLY. ?'Ccingular wNrtLios nee s•..o..o enr. R.Ro.TR .,o. rNn. VelociTel O mo. CL13UGK HARBOUR S ASSOCIATES LLP wNRo�_Ha.�.s c Raa,xNN: +IBRO rDion.AR �re..� ara >d C.A. PwacCT Mo: 12700 - 1071 - IBM NO. I SUBMITTAL 1 05/11/04 85% CAD BY: MJO I CHK: CMM APP'0: WLR 2 05/12/04 90% CAD BY: CMM I CHK: CMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM I CHK: MJO APP'D: WLR 4 06/11/04 100% FINAL BY. CMM CHK: MJO APP'D: WLR 5 09/29/04 100% REVISED BY: JR5 I CHK: GMM APP'D: WLR IT IS A "DLA" 6 U• NEN ART PERSON. UNLESS THEY ARE AMC UNDER WK OKCTNON OF A LICENSED PROLSAONAL ENCREM TD ALTER WAS DOCUMENT. 9TE O: 1475 91E NATE: OPEQUON sTE AOOR6S4 13035 CEDAR CREEK GRADE MANCHESTER, VA 22602 FREDERICK COUNTY STET VILE GROUNDING PLAN BEET M1mm E02 12 14 13 I I INSIDE SHELTER O 300A I J 4 2P SECTOR 1 SECTOR 2 SECTOR 3 ANTENNA (TYP. OF 4) ANTENNA (TYP. OF 4) ANTENNA (TYP. OF 4) NOTE 1 NOTE 1 NOTE 1 ANTENNA COAX PIPE &D KIT ANTENNA COAX PIPE A ONC DEETPIPE ANTENNA COAX A GIND ET UNITS � (TYP.) CABtA SERVICE 01 NEC BACKBOARD TMA TMA FRAME 1_u GND BAR GND BAR /2 BGW VEPoZON SMART BOX 3C 3r —CONNECTIONS m m < m 2 BCW INSIDE SHELTER BY CINGULAR PER NEC VAREWAY UNLESS MGB OTHERWISE INDICATED. BO�AR�D M07E NOTE 5 PER NEC TRANSFORMER FRAME TOP OF 2 BCW OSE W MONOPOLE CGBE IN CCBE RING GREEN m m TES 2 st 3 BOTTOM OF 3 MONOPOLE C13 %ka W GROUND N ROID(S) VERIZON MONOPOLE CONDUITS PANEL INTERFACErsi METER KE BRIDGE GATE NOTES 1, ELECTRICAL SERVICE SHALL BE RATED 300A, 240/12OV, 10 3N 2 FOR CODED NOTES SEE DWC, EO1 F-71 POWER & TELEPHONE DIAGRAM J NO SCALE ANTENNA COAX GTO KIT CABLE mm 1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR. 2. /2 (SOLID TDINED) BCW BURIED GROUND RING I FOR GROUNDING CONNECTION & DETAILS. SEE LAYOUT DRAWINGS. 4. INSTALL GROUND RODS AT LOCATIONS AS SHOWN ON MOUNDING PIAN. 5. INTERIOR G ROLI D RING FOR EOLNPMENT BY SHELLER MANUFACTURER. 2DIAGRAM - GROUNDING SYSTEMS - NO SCALE Xcingular T]D �1JJIDMm DAk w.wOK11 MD. SEDT VelociTel CH o � CLOUGR HARBOUR &AgSOCIATES LLP �D.DD rDLow.u. �. sun aas woruo. w iaaa� CNA P"WECT MO ,2760 - 1031 - 160E P SUBMITTAL 11 04 85% CAD CHK:CMM APP'D:WLR 12 04 90% CAD CHK: CMM APP'D: WLR 02/04 95% CAD BY: CMM I CHK: MJO APP'D: WLR 4 06/11/04 100% FINAL BY: CMM CHK: MJO APP'D: WLR 5 09/29/04 100% REVISED BY: IRS I CHK: CMM APP'D: WLR IT R A "ILA" O UW "M A ''U"' MESS THEY ME Acm¢ Una nc orEcvm OF A UKC30NCSED PRWES"AL EMO NIEUL TO ALMR TMS WUMENT. 91E D: 1475 SM NAME OPEQUON 91E ADORE55: 3035 CEDAR CREEK GRADE WINCHESTER. VA 22602 FREDERICK COUNTY 9*ET ,RIE ELECTRICAL DETAILS 91FET NUMBER E03 TACK COAT 6 ±6' FINISHED GRADE OR IN ASPHALT MIN EXISTING ASPHALT PAVEMENT OR CONCRETE PAVEMENT SAWCUT 2' (MIN) ASPHALT PAVEMENT REQUIREMENT FINISHED GRADE, AC OR CONC PAVING MATCH SLOPE AND T"CKHESS OF EXISTING UNDERGROUND METALLIC UTILITY wARNWG TAPE SLOPE TO SUIT ! ! (III! ! _ ! !� I I COMPACTED EARTHWORK CATION SOIL CONDITION FOR TRENCHING SEE DETAILEl BACKFlLL PER EARTH— 5'-0'(MAX) 1 — — WORK SPECIFICATIONS DEPTH W/O I I I I (_ SAND OR NATrvE SOIL Fu SHORING (2' PVC SOH. 40) PER UTILITY COMPANY 2 TYPICAL PIPES WHA APPLICABLE BE • SPECIFICATIONS BOR CONDUITS 6' SZE PER LOCAL TEL. CO. SEE DETAIL MIN (1) ACTIVE CONDUIT ELECTRICAL CONDUIT TRENCH AS SHOWN w/ PULL ROPE do CABLE AP4" Pvc PLICABLE BEDDING PER EARTH— ON PLANS 6' MIN) W/ PULL ROPE h CABLE WORK SPECIFICATIONS (TYP) FINISHED GRADE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE # NTDIMENSION LOCAL UTILITY COMPANY REQUIREMENTS PAVEMENT TO MATCH EXISTING CONDITIONS WHERE APPLICABLE F-2-1 DUCT BANK ELECTRICITELEPHONE — NO SCALE T TRENCH DETAIL NO SCALE EXISTING ANTENNA TO ANTENNA MONOPOLE GROUND BAR TOP OF MONOPOLE SEE NOTE 1. SEE DETAIL 1 () E06 G REMOVEABLE COVER. COYER SHALL 13E REMOVABLE BY HAND- NO REQUIRED FRRREMO AAL. GRSHALL BE OUND STANDARD D IIT (TYP.) nro cRmH iStl.l►TED GRADE AwG (PROVIDED GRADE OTH GROUND KIT TYP.) R f-0' LANG X 6' OIA. Z CADWELD SCHEDULE 10 WFfl1E PVC o '7 ANTENNA GROUND BAR MODE) BOTTOM OF MONOPOLE __4 0 SEE NOTE 1. I SEE DETAILPE. IRMIG GROUND /2 AWG 8CW CARE TO R00 CADVaM �0 COAX CABLE NOTE (IYP. FOR ALL) LUG 1. NUMBER OF GROUND BARS MAY VARY GROUND LUG DEPENDING ON THE TYPE OF TONER. B� — ANTENNA LOCATION AND CONNECTION #2 AWG ORIENTATION. PROVIDE AS REQUIRED. TO ACCA 2) 112 AWG 8CW 2. A SEPARATE GROUND BAR TO BE USED GROUND ROD COPPERWELD 1' NIDE SLOT FOR VIA TRAY OR ICEBRIDGE MONOPOLE PIER FOR GFS ANTENNA. 5/8'Ox10'-0' LONG GROUND WRE. EXTEND �2 AWG 8CW Z' ABOVE GROUND N1RE. RING GROUND 112 AWG BCW CRUSHED ROCK INSIDE. GROUND ROD COPPERWELD BELOW AND AROUND SLEEVE 5/8'6 x 10'—O' LONG EXOTHERMIC WELD SHALL ROUND ROD MAIN NS NO SCALE 4 GROUND ROD WITH ACCESS 5ANTENNA CABLE GROUNDINGT - NO SCALE - GROUND BAR AND MONOPOLE X cingularn VelociTel L-A _�, a..� 0 ,W. CLOUGH. HARBOUR &ASSOCIATES LLP c"A modccT NO. 12700 -1031-1601 N0. SUBMITTAL 1 05/11/04 85% CAD BY: MJO I CHK: CMM APP'D: WLR 2 05/12/04 90% CAD BY: CMM I CHK: CMM APP'D: WLR 3 106/02/04 95% CAD BY: CMM I CHK: MJO APP'D: WLR 4 06/11/04 100% FINAL BY: CMM I CHK: MJO APP'D: WLR 5 09/29/04 100% REVISED BY: I CHK: CMM JAPP 'D: WLR I R 6 A NIQALON 6 UW FOR ANT PER504 k"AW 7W7 ARE ACDN6 u/0F1� n�E oAE[naN OF A UCENSM PQWE540NIL ENpNE�1, M ALTER TAS DOCIM04T. SIZE D 1475 SITE NAYS: OPEQUON SIX ADDRESS 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL DETAILS SHM MUREX E04 PREFAB SHELTER WALL JUMPERS TO EOUIPMENT BY OTHERS e3 POLYPHASER SURGE PROTECTION (TYP.) SUPPLIED BY CONTRACTOR SURGE SUPPRESOR RACK SUPPLIED BY CONTRACTOR R1 BY GROtJND BSHELTER T EO6 MANUFACTURER eAWG BCW TO EXTERIOR GROUND RING INDOOR OUTDOOR ANTENNA CABLES ( TYR ) -� ICE BRIDGE �-- ANDREWS GROUNDING WAVEGUIDE IOT (TYP) WALL/ROOF FEED THRU ASSEMBLY BY SHELTER. MANUFACTURER. GROUND BAR BY SHELTER1 MANUFACTURER E06 j2 AWG BCW TO 2 EXTERIOR GROUND RING - 1CABLES INSTALLATION WITH WALLZBOOF FEED THRU ASSEMBLY NO SCALE EXTERIOR ENTRY PORT GROUND BAR (BY SHELTER MFR) INTERIOR MASTER GROUND BAR (BY SHELTER MFR) 806 NM FLEXIBLE CONDUIT EXTENDS ' INTOEX S� OPENING; CAULK AROUND ' EXISTING OPENING; MATCH CAULK TO SHELTER INTERIOR WALL -SHELTER INTERIOR WALL ATTACH TO SHELTER WALL CADWELD TO GROUND RING FINAL GRADE F-2-1 SHELTER WALL P N TR 11 N DETAIL NO SCALE COUNG OF SHELTER ROOM BURNOY CRIMP, TYP 02 AWG BCW (TYP.) :INTERIOR GROUND HALO MICROFLECT 12 -PORT STRANDED ENTRY PORT N9IDE VIEW P/N AT -K306 -U /2 AWG GREEN STRANDED r��D ICE BRIDGE SUPPORT POST ���� j2 AWG GREEN �I/ �� `t � NQS' STRANDED TO SURGE SUPPRESSOR GROUND BAR GROUND COAX PORT MASTER GROUND BAR (MGB) /2 AWG TINNED SOLID EXOTHERMIC WELD CONDUCTOR TO EXTERIOR (CAD -WELD) GROUND RING I© • • .z 1 o E e m CABLE TO CABLE R AWG � #2 AWGROUG � CADWELD (TYP.)-\ - - --�--i 4 ICE BRIDGE SUPPORT POST GROUNDING NO SCALE Xcingular VARK 86 VeloclTel l -:-A o � CLOUGH. HARBOUR 6 ASSOCIATES LLP �a�s.tin+ea s L•� I�ItCTG ioaoo rgIOYMNI nAa,nc[. aurz ]Da IaOW10. VA INiJ CNA PWO,ECT NOe 12760 — 1031 — 1801 N0. I SUBMITTAL 1 05/11/04 85% CAD BY: MJO CHK: CMM APP'D: WLR 2 105/12/04 90% CAD BY: CMM CHK: CMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM I CHK: MJO APP'D: WLR 4 06/11/04 100% FINAL BY. CMM I CHK: MJO APP'D: WLR 5 09/29/04 100% REVISED BY: JRS I CHK: CMM APP'D: WLR R ly A VN AOON Or LAW FOR ANY PERSON. uaM DIET ARE ACUIG UNDER Dt DVECTM OF A UQRSED PPOFE90Ul ERaEDt TO ALTER DYS DOCUEWT. SDE D: 1475 511E NAME OPEQUON SM ADOFESS 3035 CEDAR CREEK GRADE NANCHESTER, VA 22602 FREDERICK COUNTY T Mu ELECTRICAL ETAILS SHM NUMBER E05 GROUND BAR ON WAL OR ON ANTENNA TOW Pq TWO HOLE LUG, TO BE USED, W//2 AWG BCW TO BUILDING OR RING (ROUND ACCA 1Y APPROX. ENCLOSURE 1 1/4' • MAX ANTENNA CABLE - CABLEWAVE WEATHERPROOFING KIT /6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD GROUNDING KIT) - 2 4 5 3' 2' o ° o 0 0 O 0 '0 ° o j o �o ,° ° o 0 3 o� o ° ° 1 1 i - LEGEND 1 - COPPER GROUND BAR. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4_ (NOT TO BE USED ON BARS PHYSICALLY ATTACHED TO TOWER.) 3 - 5/8' LOCKWADUM NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4 - WALL MOUNTMNG BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 5 - 5/8-11 X 1' H.H.0 S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 GROUND BAR TYPE REQUIRED LENGTH MIGB L TOWER 20' SECTOR 12' ROUND BAR NO SCALE ACCA Ir APPROX. ENCLOSURE 2' s' 2 1/2' • MAX SNA _..— RCABLE GROUND KIT GROUND KIT WEATHERPROOFING ROOFING KIT /6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD GROUNDING KIT) TO ANTENNA GPS CABLE TO ANTENNA CABLE NOL DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. �Nl"T'X-r NNA WEANTHERPPRROOFlN\ KIT (TYP.) \ /6 AWG r" FROM ANTENNA L FRAME SUPPORT 12 AWG ATTACH TO EACH ANTENNA SUPPORT BRACKET 02 AWG (TYP-) ADWEIL (�•) 0 NOT INSTALL CABLE GROUND IT AT A BEND AND ALWAYS DIRECT ROUND WIRE DOWN TO CIGBE WEATHERPROOFING KIT, (TYP.) STANDARD GROUNDING 4 KIT (TYP.) _ (SEE NOTE) ANTENNA CABLE TO CABLE TRAY (TYP.) CIGBE GROUND BAR NEWTON SIMILAR TO MOUNTED NEAR/BELOW ANTENNA R --� !2/0 GREEN INSULATED TO LOWER CIGBE •�� t• • ;• I 1wilil,"N_ • GROUNDING -BAR 0 ANTENNAS NO SCALE 12 AWG BCW J (TYP-) LrW RING AWG BCW (MMI. 18' BEL ROUGH GRADE) NOTES: 1. THE /2 AWG BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE 2. BOND EACH HORIZONTAL POLE/81RACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3. GATE JUMPER SHALL BE /4/0 AWG WELDING CABLE OR FLEXIBLE COPPER BRAID BURDNY TYPE B WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 4. GATE JUMPER SHALL BE INSTALLED 50 THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAW WHEN GATE IS FULLY OPEN IN OTHER DKCDM- F-5-1 FENcE GATEGROUNDING NO SCALE X cingular ..Leon 1,10 fTAM0AR0 0•K. wAr,o�lR •0. TOT VelOciTel C o >� CLOUGH. HARBOUR &ASSOCIATES LLP �A.Q.Fc ,sLoan�c RMi•,OwO. ,w., c u PROJEcT Ma 12700 - 1031 - 1801 NO, I SUBMITTAL 1 105/11/04 85% CAD BY: MJO I CHK: CMM APP'D: WLR 2 05/12/04 90% CAD BY: CMM I CHK: CMM APP'O: WLR 3 06/02/04 952 CAD BY: CMM I CHK: MJO APP'D: WLR 4 06/11/04 1002 FINAL BY: CMM I CHK: MJO APP'D: WLR 5 09/29/04 1002 REVISED BY. IRS I CHK: CMM APP -D: WLR IT IS A MOU}d 6 U• FW AMI' RAS01. 114£4 TEY ARE ACING LOOM •E DKCUPI OF A UQMYD MalES90UL 000MEOL TO ^.TER 1105 00CUM MT. sm me 1475 SrIE NAME OPEQUON 9TE ADDRM 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHM WnE ELECTRICAL DETAILS SHEET IRJ w E06 P1 ut FI T( PRO CAP', UIS TO ?0s>s TO TRANSFORMER r-71 METER BACKBOARD NO SCALE NOTES: 1. FOR CODED NOTES SEE DWG. E01. 2.200A METER SOCKET FOR FUTURE CARRIER. WELD ffir.) CADWEID TYP.) BCW (TY'P.) RIN( BCW TYP.) CADWELD� (TYP)-� R AWG BCW - - - - - NOTE,4d VERTICAL POST CONNECTED TO RING VERTICAL POST NOT CONNECTED TO RING NOTES 1. VERTICAL POSTS 94XL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. I BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL. POST THAT IS BONDED TO THE EXTERIOR GROUND RING. 4. INSTALL GROUND RING MIN. 4C BELOW GRADE OR 6' BELOW. r rs j FENCE GROUNDING 1 _ NO SCALE X cingular W111.Laos VelociTel FH: CLOUGH. HARBOUR 6 ASSOCIATES LLP LN.�A.■ .o.rcis PIA OR0.1[CT NO 12760 — 10.51 — 1601 N0. I SUBMITTAL i 05/11/04 85% CAD BY: MJO I CHK: CMM APP'D: WLR 2 05/12/04 90% CAD BY: CMM I CHK: CMM APP'D: WLR 3 106/02/04195% CAD BY: CMM I CHK: MJO APP'D: WLR 4 06/11/04 100% FINAL BY: CMM I CHK: MJO APP'D: WLR S 109/29/041100% REVISED BY: JR5 I CHK: CMM APP'D: WLR A IS A M 6 L QA701 A0 amt MIT PENSM. Upo_M THEY NE ACMaf. WKER nE OMCtl01 M A L$CM" o"XLSWAL 000"Mt. m ALMN n" Mcum IT. 91E D: 1475 SITE NAYS OPEQUON 511E ADDRM 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY 9f ET 7rnE ELECTRICAL DETAILS SHM MSSER E07 ELECTRICAL GENERAL NOTES 1. GENERAL A. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORM TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BILI PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 8. SUBMITTAL OF 010 INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EOUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO CNGULAR REPRESENTATIVE OF ANY DISCREPANCIES. D. SCHEDULE INSPECTION. 08TAIN PERMITS. E PROVIDE ALL LABOR, MATERIAL. EQUIPMENT, INSURANCE AND SERVICES TO COMPLETE TNS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWER. F. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. G. CNGULAR REPRESENTATIVE WILL COORDINATE POWER AND TELCO WORM WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. THIS INCUDES CABLE LOCATION AND ROUTING OF SERVICE CABLES, REQUESTS FOR SERVICE. AND SPECIFIC SITE REQUIREMENTS OF THE UTILITY COMPANY. ALL WORM TO COMPLY WITH THE RULE AND REGULATIONS OF THE UTILITIES INVOLVED_ H. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE N A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 1. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS. LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT; CONDUIT AND CABLE LOCATIONS. UPON COMPLETION CF THE INSTALLATION, TRANSFER ALL RECORD DATA 70 RED UNE PRINTS 'OF THE ORIGINAL DRAWINGS AND SUMMIT THESE DRAWINGS AS RECORD DRAWINGS TO CING LAR REPRESENTATIVE J. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE OATS OF JOB ACCEPTANCE BY OWNER ANY WORM, MATERIAL OR EQUIPMENT FOUND 70 BE FAILTY WRING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION. AT THE EXPENSE OF THE CONTRACTOR K. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS, BUILDING AUTHORITY INSPECTIONS, CORRECTIONS OF DEFECTS AND SCHEDULING FINAL POWER CONNECTION TO THE SITE FROM THE LOCAL UTILITY COMPANY. L THE CONTRACTOR SHALL NOTIFY MISS UTILITY A MINIMUM OF 3 WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY A PRIVATE UTILITY CONTRACTOR FOR ALL ON-SITE UTILITY LOCATIONS 2. BASIC MATERIALS AND METHODS A. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. B. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER*S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. C. ARRANGE CONDUIT, WIRING, EQUIPMENT. AND OTHER WORK GENERALLY AS SHOWN. PROVIDING PROPER CLEARANCES AND AC CESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WOK IN EACH LOCATION WITHOUT MOMANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FELD CONDITIONS OR OTHER CAUSES PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. D. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS. BADS. FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. E. MAINTAIN ALL CLEARANCES AS REQUIRED BY NATIONAL ELECTRICAL CODE (NECK 3. CONDUCTORS AND CONNECTORS A. UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER MINIMUM SZE 02 AWG NTH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSSAJNKEU POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHIN OR THWN� INSULATION SHALL BE RATED FOR 901C CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. B. ALL CONDUCTORS USED FOR CIRCUIT GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION. G FOR COPPER CONDUCTORS /6 AWG AND SMALLER USE 3M SCOTCH LOK OR T&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN /6 AWG USE SMDERLESS. DENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C -CLAMP CONNECTORS UNLESS SPECIFIED OTHERWISE ON DRAWNGS D. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE 7N PLATED COPPER. TWO -HOLE LONG BARREL COMPRESSION TYPE E. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION NTHOW SPLICES. SPLICES ARE NOT ACCEPTABLE. F SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. 4. RACEWAYS AND BOXES A. ALL CONDUIT' SHALL BE UL LABELED. B. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. G SHEET METAL BOXES SHALL BE NEMA 3R AND CONFORM TO NEMA OSI; CAST -METAL BOXES SHALL BE NEMA 3R AND CONFORM TO NEMA 81 AND SHALL BE SIZED N ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE 5. GROUNDING A ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT REVISION NATIONAL ELECTRICAL CODE B. ALL CELLULAR SITE GROUNDING SHALL BE CARRIED OUT N ACCORDANCE WITH ONGULAR REPRESENTATIVE REPRESENTATIVE WIRELESS GROUNDING STANDARD DATED OCTOBER 2001. C. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 'CONDUCTORS AND CONNECTORS'. M ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT SUCH AS NO -OX NOALO. PENE7WX OR KOPRS llO_ E PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONFECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. F. DO NOT INSTALL GROUND RING (F REOLN") OUTSIDE OF PROPERTY UNE 6 REMOVE ALL PANT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS REPAINT TO MATCH AFTER CONNECTIONS IS MADE TO MAINTAIN CORROSION RESISTANCE H. ALL EXTERIOR GROUNDING CONWCTORS INCLUDING EXTERIOR GROUND RING (F REQUIRED) SHALL DE 12 AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVON) SHARP BENDS THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8' AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90: CROWDING CONDUCTORS SIAL. BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING, L REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING USE GOLD GALVANIZING SPRAY CONTAINING 95Z LNC (Z.LC:. 'NGALVLITE' OR EQUIVALENTS J. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METAS BEING CONNECTED. K. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO THE EXTERIOR GROUND RING SHALL BE TEE TYPE LOCATED CN TOP OF GROUND RODS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING USE SPRAY ON GALVANIZER SUCH AS ZRC GALVIUTE L F NEW GROUND RINK; IS REQUIRED. CONTACTOR SHALL NOTIFY dNGILAR REPRESENTATIVE WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE gG�RpO�UENDD NCRING BEFORE IT IS BACKFILLED WITH SOL CONTACT CNGULEP AR RRESENTATIVE Nj M. FOR METALAfEE POST GROUNDING. USE AN EXOTHERMIC WELD CONNECTION TO POST. K WHERE MECHANICAL CONNECTORS (TWO HOLE OF (LAMP) ARE USED. APPLY A LIBERAL PROTECTIVE COA71NG OF AN ANTI -OXIDE COMPOUND SUCH AS 'NO OXIDE A. BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. 0. BOND ALL EXTERIOR CONDUITS. PIPES AND CYLINDRICAL METALLIC OBJECTS NTH A PENN -UNION GT SERIES CLAMP. BLACKBURN GUV SERIES CLAMP OR A BURNOY GAR 39000U SERIES CLAMP ONLY. NO SUBSTITUTES ACCEPTED. P. TOWER GROU NO RING, AND ASSOCIATED GROUND RODS AND INSPECTION SLEEVES ARE EXISTING. CONTRACTOR SHALL FIELD VERIFY THAT NEW GROUND RING AROUND NEW EQUIPMENT PAD. NEW GROUND RODS. NEW INSPECTION SLEEVES AND CONNECTIONS TO TOWER GROUND RING CONFORM WITH THE DETAILS SHOWN ON THE DRAWINGS. ON 97ES REQUIRING EQUIPMENT PAD MDOIFICA7KONS. CONTACTOR SHALL ENSURE THAT EXISTING GROUND RING MEETS DESIGN CRITERIA SHOWN ON DRAWINGS CONTRACTOR SHALL PROVIDE. AS REQUIRED. MODIFICATIONS TO EXISTING GROUNDING AD ANY ADDITIONAL GROUNDING REQUIRED TO MEET THE DESIGN CRITERIA INDICATED ON THE DRAWINGS. CL PERFORM A GROUND RESISTANCE MEASUREMENT OF THE GROUNDING SYSTEM USING THE 'FALL OF POTENTIAL METHOD'. ONE RESISTANCE BETWEEN ANY POINT ON THE GROUND SYSTEM AND TIE REFERENCE GROIN) SHALL DE 5 OHMS OR LESS. ENSURE THAT THE ELECTRIC UTILITY AND TELCO GROUNDS ARE REMOVED FROM THE CELLULAR SYSTEM GROUNDING DURING TEST AND RECONNECT AFTERWARDS R INSTALL GROUND ROOS EVERY 10'. X cingularw ono srArD.w aJs. »..Loa J.D. zJo.+ VeloclTel o � CLOUGK HARBOUR &ASSOCIATES LLP Jva>.�s..NL�ws c Joao w.owJJw, nMa..J.c auJn wa u1A YM10.ECT Mb. 12750 — 1031 — ISM N0. SUBMITTAL 1 105/11/04 85% CAD BY: MJO I CHK: CMM APP'D: WLR 2 05/12/04 90% CAD BY: CMM I CHK: CMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM I CHK: MJID APP -D: WLR 4 06/11/04 100% FINAL BY: CMM I CHK: MJID APP'D: WLR 5 09/29/04 100% REVISED BY: AS I CHK: CMN APP'D: WLR 1115 A IIQA11" D! u. "I AMT PON", IMA% WY Mac AMC UM" M 051M 1 OF A UCWISM M010FUSU/AL Q101RP. t0 ALIP NNS Documu 1. 475 SIE NATE: OPEQUON SDE AOORM 3035 CEDAR CREEK GRADE MANCHESTER. VA 22602 FREDERICK COUNTY 9EEt TITHE ELECTRICAL SPECIFICATIONS MEET NU/iR E08 ELECTRICAL GENERAL NOTES 1. GENERAL A. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER INTH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 8. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORT( TO BE PERFORMED UNDER THIS CONTRACL C PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO CINGULAR REPRESENTATIVE OF ANY DISCREPANCIES. D. SCHEDULE INSPECTION. OBTAIN PERMITS. E PROVIDE ALL LABOR. MATERIAL. EQUIPMENT. INSURANCE AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. F. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE. COUNTY AND LOCAL CODES AND O.S_H.A. G. CINGULAR REPRESENTATIVE WALL COORDINATE POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE THIS INCLUDES CABLE LOCATION AND ROUTING OF SERVICE CABLES, REQUESTS FOR SERVICE. AND SPECIFIC SITE REQUREMEIi 5 OF THE UTILITY COMPANY. ALL WORK TO COMPLY WAIN THE RULE AND REGU.A1106 OF THE UTILITIES INVOLVED. H. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE N A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1-2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. L DURING PROGRESS OF THE WORK. MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS. LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT; CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO RED LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO CINGULAR REPRESENTATIVE. J. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE. UPON WRITTEN NOTIFICATION. AT THE EXPENSE OF THE CONTRACTOR. K. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS. BUILDING AUTHORITY INSPECTIONS. CORRECTIONS OF DEFECTS AND SCHEDULING FINAL POWER CONNECTION TO THE 97E FROM THE LOCAL U71UTY COMPANY. L THE CONTRACTOR SHALL NOTIFY MISS UTILITY A MINIMUM OF 3 WORKING DAYS PRIOR 70 ANY CONSTRUCTION OR EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY A PRIVATE UTILITY CONTRACTOR FOR ALL ON-SITE UTILITY LOCATIONS. 2. BASIC MATERIALS AND METHODS A. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. B. ALL MATERIALS AND EQUIPMENT SHALL BE NEW- MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWWNER C ARRANGE CONDUIT, WIRING, EQUIPMENT. AND OTHER WORK GENERALLY AS SHOWN. PROVA INC PROPER CLEARANCES AND ACCESS, CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE D. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS. FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS E. MAINTAIN ALL CLEARANCES AS REQUIRED BY NATIONAL ELECTRICAL CODE (NECK 3. CONDUCTORS AND CONNECTORS A. UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER. MINIMUM SZE /12 AWG. WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN OR wmW NSULATION SHALL BE RATED FOR 90C CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. B. ALL CONDUCTORS USED FOR CIRCUIT GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION. C. FOR COPPER CONDUCTORS /6 AWG AND SMALLER USE 3M SCOTCH LOK OR TAO STA-KON COMPRESSION TYPE CONNECTORS LITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN 06 AWG USE SOLDERLESS.IOENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C -CLAMP CONNECTORS UNLESS SPECIFIED OTHERWISE ON ORAWINGS D. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TN PLATED COPPER. TWO -HOLE. LONG BARREL COMPRESSION TYPE E CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINARON TO TERMINATION WTHOUT SPLICES SPLICES ARE NOT ACCEPTABLE IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE ENGINEER MUST BE OBTAINED. 4. RACEWAYS AND BOXES A. ALL CONDUIT SHAD. BE UL LABELED. B. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL RAVE A PULL CORD. G SHEET METAL BOXES SHALL 13E NEMA 3R AND CONFORM TO NEMA OSI; CAST -METAL BOXES SHALL BE NEMA 3R AND CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. 5. GROUNDING A. ALL SAFETY (ROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT N ACCORDANCE WITH THE CURRENT REVISION NATIONAL ELECTRICAL CODE B. ALL CELLULAR SITE GROUNDING SHALL BE CARRIED OUT N ACCORDANCE WITH CINGULAR REPRESENTATIVE REPRESENTATIVE WIRELESS GROUNDING STANDARD DATED OCTOBER 2001. C. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 'CONDUCTORS AND CONNECTORS'. D. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT SUCH AS NO -OX NOALOX, PENETROX OR KOPRS IEID. E PROVIDE LOCK WASHERS FOR ALL ME AANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. F• DD NOT INSTALL GROUND RING (IF REQUIRM) OUTSIDE OF PROPERTY UNE. G REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS REPAINT TO MATCH AFTER CONNECTIONS IS MADE TO MAINTAIN CORROSION RESISTANCE. H. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING (IF REQLIhD) SHALL BE /2 AWC SOLI) BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8' AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90'. (ROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. I. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOR*Td/C WELDING USE GOLD GALVANIZING SPRAY CONTAINING 95X ZINC (ZRC. 'GALWJ7E' OR EQUIVALENT). A ALL GROUND CONNEC71ONS SHALL BE APPROVED FOR THE MtTALS BEING CONNECTED. K. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO THE EXTERIOR GROUND RING SHALL BE TEE TYPE LOCATED ON TOP OF GROUND RODS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING USE SPRAY ON GALVANIZER SUCH AS ZRC GALVLJTE L IF NEW GROUND RING IS REQUIRED. CONTACTOR SHALL NOTFY CINGULAR REPRESENTATIVE WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE �GERpORU�NSD�RIN7G�yBEEFORE IT IS BACKFILLED WITH SGL CONTACT CINGULAR REPRESENTATIVE M. FOR MIETALAFENCE POST GROUNDING. USE AN EXOTHERMIC WELD CONNECTION TO POST. N• WHERE MECHANICAL CONNECTORS (TWO HOLE OF CLAMP) ARE USED. APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS 'NO OXIDE A' BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. 0. BOND ALL EXTERIOR CONDUITS. PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN -UNION GT SERIES CLAMP. BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERVES CLAMP ONLY. NO SUBSTITUTES ACCEPTED. P. TOWNER GROUND RING. AND ASSOCIATED GROUND RODS MD INSPECTION SLEEVES ARE EXISTING. CONTRACTOR SHALL FIELD VERIFY THAT NEW GROUND RING AROUND NEW EQUIPMENT PAD, NEW GROUND RODS, NEW INSPECTION BEEVES AND CONNECTIONS TO TOWER GROUND RING CONFORM WITH THE DETAILS SHOWN ON THE DRAWINGS. ON SITES REQUIRING EQUIPMENT PAD MODIFICATIONS. CONTACTOR SHALL ENSURE THAT EXISTING GROUND RING MEETS DESIGN CRITERIA SHOWWd ON DRAWINGS CONTRACTOR SHALL PROVIDE, AS REQUIRED. MODIFICATIONS TO EXISTING GROUNDING AND ANY ADDITIONAL GROUNDING REQUIRED TO MEET THE DESIGN CRITERIA INDICATED ON THE DRAWINGS Q PERFORM A GROUND RESISTANCE MEASUREMENT OF THE GROUNDING SYSTEM USING THE 'FALL OF POTENTIAL METHOD'. THE RESISTANCE BETWEEN ANY PONT ON THE GROUND SYSTEM AND THE REFERENCE GROUND SHALL BE 5 OHMS OR LESS. ENSURE THAT THE ELECTRIC UTILITY AND TELCO GROUNDS ARE REMOVED FROM THE CELLULAR SYSTEM GROUNDING DURING TEST AND RECONNECT AFTERWARDS. R. INSTALL GROUND RODS EVERY 10'. xcingular- wweu�r. nao ar.wow,w o►.c .+..wKw w. a.m. VelociTel CH L_■�AI o CLOUGFL HARBOUR &ASSOCIATES LLP CMA "OAECT NO. 12760 - 1031 - Im NO. SUBMITTAL 1 05/11/04 85% CAD BY: MJO CHK: CMM APP'D: WLR 2 05 11/04 90% CAD BY: CMM CHK: CMM APP'D: WLR 306/02/04 95% CAD BY: CMM CHK: MJO APP'D: WLR 406/11/04 1002 FINAL BY: CMM CHK: MJO APP'D: WLR 509/29/Ob 100% REVISED BY: JRS CHK: CMM APP'D: WLR Ir R • WMATRON OF LAW IM AMY PERSOIE U1E55 THEY ARE ACM UNDER THE cwcTov CE A LIfk71YO PNO/ES901K ENGNEOL TO ALTER TMS poolroom . 1475 sTE NAME: OPEQUON sm AMFISS 3035 CEDAR CREEK GRADE 1MNCHESTER. VA 22602 FREDERICK COUNTY SHEET LIRE ELECTRICAL SPECIFICATIONS SEPT NUMBER E99