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15-04 Design Plan
I SITE INFORMATION I OWNER: JOHN MARKER PROJECT CONTACTS 3035 CEDAR CREEK GRADE SHEET NO: WINCHESTER, VA 22602 SITE LD.#: 1475 SITE NAME: OPEQUON APPLICANT: CINGULAR WIRELESS (804) 897-3564 7150 STANDARD DRIVE ALLEGHENY TELEPHONE COMPANY HANOVER, MD 21076 SIIE ADDRESS: 3035 CEDAR CREEK GRADE VERIZON WINCHESTER, VA 22602 COIINTY: FREDERICK LATITUDE: 39' 08' 37.8"N LONGITUDE: 78' 15' 42.8"W PARCEL ID #: 61—A-118 ZONING JURISDICTION: FREDERICK COUNTY AREA OF CONSTRUCTION: t 5000 s.f. ENGINEER: CLOUGH HARBOUR & ASSOCIATES LLP RF SCHEDULE & DETAILS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 06 / 02 / 04 RICHMOND, VA 23235 CONTACT: WILLIAM L. RUCH III, P.E. PHONE: (804) 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 313B. TURN LT ONTO E JUBAL EARLY DRIVE. TURN LEFT ONTO US -11. TURN RT ONTO CEDAR CREEK GRADE/VA-622. MARKER MILLER ORCHARD & FARM MRKT IS ON YOUR LT. TOWER SITE BEHIND RT SIDE OF THE FARM MARKET BEHIND THE MAIN HOUSE, UP TO A LANDING BEYOND TREE LINE. I PROJECT DESCRIPTION THIS PROJECT WILL INSTALL A 250' SELF SUPPORT LATTCI_ TOWER WITHIN A FENCED TELECOMMUNICATIONS SITE. TWELVE ANTENNAS WILL BE ADDED TO THE TOWER. ONE 10'x20' EQUIPMENT SHELTER WILL BE ADDED TO THE SITE. ASSOCIATED POWER AND TELEPHONE CIRCUITS WILL BE ADDED WITHIN THE SITE. cingL.,ilar WIRE:=LESS PROJECT NAME: OPE��ON SITE ID no '1475 PROJECT TYPE: RAMI LAND PROJECT LOCATION: 3035 CEDAR CREED GRADE WINCHESTER, VA 22602 LOCATION MAP G� 7Y0 6�y SITE LOCATION otic F! ti NO SCALE CINGULAR WIRELESS CONSTRUCTION APPROVAL PRINT NAME SIGNATURE — GATE CINGULAR WIRELESS RF APPROVAL PRINT NAME SIGNATURE DATE PROPERTY OWNER APPROVAL PRINT NAME SIGNATURE DATE JUNE 2, '404 Iii DRAWING PROJECT CONTACTS LING" RFPRESFNTAmE SHEET NO: SHEET TITLE PROPERTY OM*R CONTACT _ DON CORBIN CONSTRUCTION MANAGER CHA PRQECT MANAGER (410)-262-5119 don.corbin0cingular.com JOHN MARKER (540) 622-1391 ELECTRICJLL COMPANY WILLIAM L. RUCH III ASSOCIATE CINGULAR CONSTRUCTION MANAGER (804) 897-3564 wruch0cha—I1p.com ALLEGHENY TELEPHONE COMPANY BUD GILL - CONSTRUCTION MANAGER (410)-245-9977 bud.gillOcingular.com VERIZON JUNE 2, '404 Iii DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING SHEET TITLE WITH THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET VA MISS UTILITY OF VIRGINIA SAVE BIG, CALL BEFORE YOU DIG. SHEET NUMBER c 1-800-552-7001 T01 DRAWING INDEX SHEET NO: SHEET TITLE REVISION HISTORY NO: DATE TOT TITLE SHEET 3 06 / 02 / 04 S01 SURVEY 1 05 / 03 / 04 S02 EXISTING CONDITIONS 3 06 / 02 / 04 COt ENLARGED SITE PLAN 3 06 / 02 / 04 CO2 GENERAL NOTES 3 06 / 02 / 04 CO3 TOWER ELEVATION & DETAILS 3 06 / 02 / 04 C04 RF SCHEDULE & DETAILS 3 06 / 02 / 04 C05 DETAILS 3 06 / 02 / 04 C06 STRUCTURAL DETAILS 3 06 / 02 / 04 C07 STRUCTURAL NOTES 3 06 / 02 / 04 COB GPS DETAILS 3 06 / 02 / 04 C09 SITE DETAILS 3 06 / 02 / 04 C10 I SHELTER LAYOUT 3 06 / 02 / 04 C11 SEDIMENT & EROSION CONTRL NOTES 3 06 / 02 / 04 C12 SEDIMENT & EROSION CONTRL PLAN 3 06 / 02 / 04 E01 POWER & TELEPHONE PLAN 3 06 / 02 / 04 E02 GROUNDING PLAN 3 06 / 02 / 04 E03 ELECTRICAL DETAILS 3 06 / 02 / 04 E04 ELECTRICAL DETAILS 3 06 / 02 / 04 E05 ELECTRICAL DETAILS 3 06 / 02 / 04 E06 ELECTRICAL DETAILS 3 06 / 02 / 04 E07 ELECTRICAL DETAILS 3 06 / 02 / 04 E08 FAA LIGHTING SPECIFICATIONS 3 06 /02 / 04 E09 I ELECTRICAL SPECIFICATIONS 3 06 / 02 / 04 DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING SHEET TITLE WITH THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET VA MISS UTILITY OF VIRGINIA SAVE BIG, CALL BEFORE YOU DIG. SHEET NUMBER c 1-800-552-7001 T01 TH OFkt 1► v BRIA M. LONG � � s No. � 002.372 G10 NO 0' 200' 400' 600' M&M LP, LLC INST/ 010017744 TAX PARCELL 61-A-116 >_0' ACCESS EASEMENT 1. FIELD SURVEY DATE: MAY 3, 2004 I 4 \Prn 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 9 OF 1929 (NAVD 29) �s - <y 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD 83) A. CENTER OF PROPO';ED POLE: LATITUDE. N 39'08'37.85300" O LONGITUDE: W 078' 15'42.67532' GROUND ELEVATION: 945.5' - SITE G,P 92 tib` bti1 P� F� 5. OWNER: M&M LP., LLC 6. APPLICANT: CINGULAR ter, 7. JURISDICTION: FREDERICK COUNTY - 8. ZONING: A-1 9. MAGISTERIAL DISTRICT: BACK CREEK VICINITY SKETCH NOT TO SCALE 10. TAX PARCEL: 61-A-118 11. TITLE REFERENCE: INST. 010017744 12. ELEVATIONS AND COORDINATES SHOWN HEREON ARE DERIVED FROM SUB -METER ACCURACY GPS. 13. THIS PARCEL APPEARS TO BE LOCATED IN ZONE 'C" AS DEFINED ON F.I.R.M. 510063 0175 B. DATED 7-17-78 14. THE EXISTENCE OF TIDAL AND NON -TIDAL WETLANDS WAS NOT INVESTIGATED DURING THE COURSE OF THIS SURVEY. 15. PROPERTY UNE INFORMATION SHOWN HEREON IS BASED ON DEEDS AND MAPS OF RECORD AND TAX MAP INFORMATION. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. v oeo s, �\ r 9 >r JJ g^� GIRID 1605' 0416 f�i 70'x70 LEASE I, 34.74' , , „ AREA 1. FIELD SURVEY DATE: MAY 3, 2004 I 4 \Prn 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 9 OF 1929 (NAVD 29) �s - <y 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD 83) A. CENTER OF PROPO';ED POLE: LATITUDE. N 39'08'37.85300" O LONGITUDE: W 078' 15'42.67532' GROUND ELEVATION: 945.5' - SITE G,P 92 tib` bti1 P� F� 5. OWNER: M&M LP., LLC 6. APPLICANT: CINGULAR ter, 7. JURISDICTION: FREDERICK COUNTY - 8. ZONING: A-1 9. MAGISTERIAL DISTRICT: BACK CREEK VICINITY SKETCH NOT TO SCALE 10. TAX PARCEL: 61-A-118 11. TITLE REFERENCE: INST. 010017744 12. ELEVATIONS AND COORDINATES SHOWN HEREON ARE DERIVED FROM SUB -METER ACCURACY GPS. 13. THIS PARCEL APPEARS TO BE LOCATED IN ZONE 'C" AS DEFINED ON F.I.R.M. 510063 0175 B. DATED 7-17-78 14. THE EXISTENCE OF TIDAL AND NON -TIDAL WETLANDS WAS NOT INVESTIGATED DURING THE COURSE OF THIS SURVEY. 15. PROPERTY UNE INFORMATION SHOWN HEREON IS BASED ON DEEDS AND MAPS OF RECORD AND TAX MAP INFORMATION. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. Xcin ularry WIRELESS 7150 STANDARD DRIVE. HANOVER MD, 21076 VelOciTel CLOUGH. HARBOUR &ASSOCIATES LLP �nm .PL1W.EfS s vw�-.1+vE uur>�s 10600 MIDLOTHIAN TURNPIKE. SUITE 303 RICHMOND. VA 2- CHA PROJECT NO: 12760 - 1031 - 1601 INO.I SUBMITTAL I 1 1 05/03/04 1 100% FINAL SITE 10: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SURVEY SHEET NUMBER Sol a g^� GIRID 1605' 0416 ryy� i g g'? g'y goo 70'X70' LEASE AREA CENTER PROPOSED g TONER TBM: 946.68' NAIL IN P/P NO 9969 .97 A E:11550 4.23 0' 51Y N: 099525.66 100' 150' E:11550307.08 - Xcin ularry WIRELESS 7150 STANDARD DRIVE. HANOVER MD, 21076 VelOciTel CLOUGH. HARBOUR &ASSOCIATES LLP �nm .PL1W.EfS s vw�-.1+vE uur>�s 10600 MIDLOTHIAN TURNPIKE. SUITE 303 RICHMOND. VA 2- CHA PROJECT NO: 12760 - 1031 - 1601 INO.I SUBMITTAL I 1 1 05/03/04 1 100% FINAL SITE 10: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SURVEY SHEET NUMBER Sol APPROX. TRUE ,o*9'l N MP . 0 \ EXISTING CONDITIONS GRAPHIC SCALE 1000 0 500 1000 I I I Tr rr:N:T MAPPING NOTES: 1. BASEMAP INFORMATION OBTAINED FROM PRINCE WILLIAM COUNTY (PWC) — COMMERCIAL PROPERTY RECORD CARD, ACCOUNT N 51838, 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 SHOWN AS APPROXIMATE. 4. SUBJECT TO ANY STATE OF FACTS THAT AN UP—TO—DATE ABSTRACT OF TITLE WOULD DISCLOSE. 5. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD. S. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE. 7. NOT TO BE USED FOR LAND TRANSACTION PURPOSES. PARENT PARCEL OWNERS: 1O OWNER: M & 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 ADJACENT PARCEL OWNERS: O2 OWNER: EBERT, MICHAEL J & 3074 CEDAR CREEK GRADE WINCHESTER, VA 22192 PARCEL ID #: 61-3-1 CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA: 5.00 ACRES TONYA MO8 OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, 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 Og OWNER: M & M LP, LLP 3054 CEDAR CREEK GRADE 3035 CEDAR CREEK GRADE WINCHESTER, 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: BRADFIELD. MARK A & RHONDA H 10 OWNER: M & M LP. LLP 3022 CEDAR CREEK GRADE 3035 CEDAR CREEK GRADE WINCHESTER, 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 PARCEL AREA: 5.00 ACRES PARCEL AREA: 9.92 ACRES :OWNER: GATHER, NATALIE J 2980 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-3-4 CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA: 5.00 ACRES O6 OWNER: M & M LP. LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61—A-116 CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA: 44.76 ACRES O7 OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61—A-118 CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA: 77.50 ACRES 11 OWNER: MARKER, JOHN RALPH JR 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61—A -12A CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA: 5.08 ACRES 12 OWNER: FAWCETT, THOMAS L 3178 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61—A-45 CURRENT ZONING: N/A CURRENT USE: N/A PARCEL AREA: 35.99 ACRES X cingular- ITA—A--nn N/VIRELESS 111. s.n VelociTel C C CLOUGH. HARBOUR & ASSOCIATES LLP Enrun�r�. c�.4nnEcs s ,oaoo Arx>�Sl— 3a3 CHA PROJECT NO! 12760 — 1031 — 1601 N0. SUBMITTAL 05/11/04 85% CAD BY: EFK CHK:JDF{ APP'D:WLR 2 05/12/04 1 90% CAD BY: DSS I CHK:JDH APP'D:WLR 3 06/02/04 95% CAD BY: KDR CHK: JDH APP'D: WLR f PATH VIII IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE EXISTING CONDITIONS SHEET NUMBER S02 BASEMAP NOTES: PROPOSED 10'x20' TURN AROUND R9R1 PROPOSED 12' DOUBLE SWING GA TE PROPOSED 12' WIDE RCO x 1-180' L ONG GRA VELACCESS ROAD --\ - PROPOSED CINGULAR 10'x20' EQUIPMENT SHEL TER RCOCONCRETE PAD PROPOSED CINGULAR GPSRCO WOODS ANTENNA ATTACHED TOICEBRIDGE (TYP. FOR 2) -- PROPOSED CINGULAR ei ICEBRIDGE cos 5'-0" FUTURE CARRIER FUTURE CARRIER PROPOSED CINGULAR 1 \ T 250' LA TTICE TOWER Co, FUTURE CARRIER GRASS cos CONCRETED St OP GRASS —/ PROPOSED TRANSFORMER 1 PROPOSED CINGULAR Eo1 UNDERGROUND POWER 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 FUTURE CARRIER PROPOSED CINGULAR BACKBOARD WITH RO7 400A METER AND 400A DISCONNECT (FUSED FOR 300A) APPLE ORCHARD —/ F-71 ENLARGED SITE PLAN GRAPHIC SCALE 20 0 10 20 I f I I 1N F'N:ET PROPOSED 70 -O'x70' 0" Rco FENCED COMPOUND EXISTING POLE # 1201612 X cinguiar WIRELESS VelOciTel CLOUGH, HARBOUR & ASSOCIATES LLP � Ecrs 11BOO CHA PROJECT NO_ 12760 1031 1601 NO SUBMITTAL 1 105/11/04 85_% CAD BY- EFK CHK:JDH APP'D:WLR 2 05/12/04 1 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR ICHK.JDH APP'D-WLR Ael r�y 1 o- 9162 C.A IT IS A VIOLATIOtS'0�'�t 0.Y7 �i,DR 'ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET OITLE ENLARGED SITE PLAN SHEET NUMBER C01 APPROX. pPPRaX TRUE MAG N 7 l�� BASEMAP NOTES: PROPOSED 10'x20' TURN AROUND R9R1 PROPOSED 12' DOUBLE SWING GA TE PROPOSED 12' WIDE RCO x 1-180' L ONG GRA VELACCESS ROAD --\ - PROPOSED CINGULAR 10'x20' EQUIPMENT SHEL TER RCOCONCRETE PAD PROPOSED CINGULAR GPSRCO WOODS ANTENNA ATTACHED TOICEBRIDGE (TYP. FOR 2) -- PROPOSED CINGULAR ei ICEBRIDGE cos 5'-0" FUTURE CARRIER FUTURE CARRIER PROPOSED CINGULAR 1 \ T 250' LA TTICE TOWER Co, FUTURE CARRIER GRASS cos CONCRETED St OP GRASS —/ PROPOSED TRANSFORMER 1 PROPOSED CINGULAR Eo1 UNDERGROUND POWER 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 FUTURE CARRIER PROPOSED CINGULAR BACKBOARD WITH RO7 400A METER AND 400A DISCONNECT (FUSED FOR 300A) APPLE ORCHARD —/ F-71 ENLARGED SITE PLAN GRAPHIC SCALE 20 0 10 20 I f I I 1N F'N:ET PROPOSED 70 -O'x70' 0" Rco FENCED COMPOUND EXISTING POLE # 1201612 X cinguiar WIRELESS VelOciTel CLOUGH, HARBOUR & ASSOCIATES LLP � Ecrs 11BOO CHA PROJECT NO_ 12760 1031 1601 NO SUBMITTAL 1 105/11/04 85_% CAD BY- EFK CHK:JDH APP'D:WLR 2 05/12/04 1 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 95% CAD BY: KDR ICHK.JDH APP'D-WLR Ael r�y 1 o- 9162 C.A IT IS A VIOLATIOtS'0�'�t 0.Y7 �i,DR 'ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET OITLE ENLARGED SITE PLAN SHEET NUMBER 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 DIG, DRILL, 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., REQUIRED 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 PCB'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 CINGULAR 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 LINE OF ELEMENTS, UNLESS NOTED OTHERWISE_ CRITICAL DIMENSIONS SHALL BE CONFIRMED WITH SITE MEASUREMENTS. VERIFY 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 CINGULAR 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 CINGULAR WIRELESS AND LANDLORD AT NO EXTRA CHARGE. NOTIFY CINGULAR 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 CINGULAR 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. 2'I. 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 SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT INSTALLATION SHOULD ADDITIONAL ITEMS AND DETAILS BE REQUIRED FOR PROPER AND SAFE INSTALLATION. 22. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS DO NOT CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN CINGULAR WIRELESS AND THE CONTRACTOR. 23. 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 DRAWINGS/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. 26. 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. Xcingularry WI7-71s 7151 STAnDARD Dl1 nwno MD. z,oTs VelociTel CH CLOUGH. HARBOUR &ASSOCIATES LLP ENG EEFS. PI_Mt�EiS 6 LMI(Y�CAPE ACOf1F_CTS 10900 LOTHIwN TSUITE 3D] a,cnrnoNDVA 2323. vw z3z�5 CMA PROJECT NO: 12760 —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 TH I IT IS A VIOLAIM"P.>Ao F�QR`XNV PERSON, I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME., OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE GENERAL NOTES SHEET NUMBER CO2 J c� Q Hi 0 L0 N a w 0 w U F- Q J CD _z H U) X Lu I. 0 n_ o I— PROPOSED BEACON LIGHTS PROPOSED MARKER LIGHTS AT 125' AGL PROPOSED 250 -1- LA LA TTICE TOWER PROPOSED CINGULAR ICE BRIDGE PROPOSED CINGULAR 10 x20' EQUIPMENT SHEL TER PROPOSED FENCED COMPOUND EXISTING GRADE 1-1 TOWER ELEVATION NO SCALE THIS INFORMATION IS SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. BOTH THE TOWER STRUCTURE AND FOUNDATION WILL BE/HAVE BEEN DESIGNED BY OTHERS. PRIOR TO CONSTRUCTION, THE FINAL TOWER FOUNDATION DESIGN SHOULD BE COMPARED TO THE SITE PLAN TO AVOID POTENTIAL CONFLICTS. N ANTENNA FRAME 8Y MICROFLECT PIN 99293 SECTOR 1(OR APPROVED EQUAL) 0' PROPOSED PANEL Ir ANTENNAS -: PROPOSED LATTICE /— TOWER FUTURE ANTENNAS (TYP.) EACH SECTOR SECTOR 3 240',,,- SECTOR 2 120' 21 ANTENNA CONFIGURATION PLAN - I NO SCALE NOTE: 1. CONTRACTOR TO REFER TO FINAL RE CONFIGURATION SHEET FOR ANTENNA AZIMUTHS PRIOR TO CONSTRUCTION. 2. FINAL RF CONFIGURATION SHEET TO BE SUPPLIED BY CINGULAR REPRESENTATIVE (12) 1 5/8" PROPOSED COAXIAL CABLES TO PROPOSED ANTENNAS (STACKED AS SHOWN) (4) PER SECTOR 5 CABLE LAYOUT DIAGRAM NO SCALE Xcingular- 1 WIRELE88 TILT ASSEMBLY VelOci°Tel ANEL ANTENNA MOUNT ANTENNA IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED PROCEDURE F-31 ANTENNA W DOWN TILT NO SCALE COAX CABLE, TYP — DO, Q =D' ]�F F LJ D_ 1 Z :3 I_ w U U U Q Z Z Z EC _O U Q - 1-' Q f3 Z Q aIr< On 0ZE bi Qao 0 U w i ATTACH TO TOWER WITH J -BOLT ASSEMBLY (SUPPLIED BY COAX LADDER MANUFACTURER) MEMBER FACE MOUNTED WAVEGUIDE LADDER ASSEMBLY FOR TOWERS AINLESS SNAP -IN CLIP TOWER MEMBER F-4-1 CABLE LADDER DETAIL - NO SCALE J-HOOKS W/LOCK WASHERS & NUTS EXISTING TOWER GIRT OR DIAGONAL COAXIAL SUPPORT LADDER RUNGS © 36" O.C. MAX. - (12) 1 5/8" COAXIAL CABLE W/SNAP-IN CABLE HANGERS 6 COAXIAL LADDER SUPPORT NO SCALE CLOUGH. HAPSOUFI &ASSOCIATES LLP ELNE. PLS 6 ELZS 108001-0-111 TIR P11E. 11— 301 CIA PROJECT NO: 12760 — 1031 — 1601 N0. SUBMITTAL 1 105/11/04 859 CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 1 909 CAD BY: DSS I CHK: JDH APP'D. WLR 3 06/02/04 1 959 CAD BY: KDR CHK: JDH APP'D: WLR "o- s� 6i f IT IS A vlbC 0 Lttpp����yJJy ITY PERSON, UNLESS THEY ARE AC C'UNEER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE TOWER ELEVATION & DETAILS SHEET NUMBER CO3 PROPOSED CINGULAR RAD CENTER AT 248'-0" AGL — CENTERLINE OF FUTURE CARRIER ANTENNAS AT 238' AGL � # CENTERLINE OF FUTURE CARRIER ANTENNAS AT 228' AGL J CENTERLINE OF FUTURE CARRIER ANTENNAS AT 218' AGL CENTERLINE OF FUTURE CARRIER ANTENNAS AT 208' AGL CENTERLINE OF FUTURE CARRIER ANTENNAS AT 198' AGL PROPOSED MARKER LIGHTS AT 125' AGL PROPOSED 250 -1- LA LA TTICE TOWER PROPOSED CINGULAR ICE BRIDGE PROPOSED CINGULAR 10 x20' EQUIPMENT SHEL TER PROPOSED FENCED COMPOUND EXISTING GRADE 1-1 TOWER ELEVATION NO SCALE THIS INFORMATION IS SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. BOTH THE TOWER STRUCTURE AND FOUNDATION WILL BE/HAVE BEEN DESIGNED BY OTHERS. PRIOR TO CONSTRUCTION, THE FINAL TOWER FOUNDATION DESIGN SHOULD BE COMPARED TO THE SITE PLAN TO AVOID POTENTIAL CONFLICTS. N ANTENNA FRAME 8Y MICROFLECT PIN 99293 SECTOR 1(OR APPROVED EQUAL) 0' PROPOSED PANEL Ir ANTENNAS -: PROPOSED LATTICE /— TOWER FUTURE ANTENNAS (TYP.) EACH SECTOR SECTOR 3 240',,,- SECTOR 2 120' 21 ANTENNA CONFIGURATION PLAN - I NO SCALE NOTE: 1. CONTRACTOR TO REFER TO FINAL RE CONFIGURATION SHEET FOR ANTENNA AZIMUTHS PRIOR TO CONSTRUCTION. 2. FINAL RF CONFIGURATION SHEET TO BE SUPPLIED BY CINGULAR REPRESENTATIVE (12) 1 5/8" PROPOSED COAXIAL CABLES TO PROPOSED ANTENNAS (STACKED AS SHOWN) (4) PER SECTOR 5 CABLE LAYOUT DIAGRAM NO SCALE Xcingular- 1 WIRELE88 TILT ASSEMBLY VelOci°Tel ANEL ANTENNA MOUNT ANTENNA IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED PROCEDURE F-31 ANTENNA W DOWN TILT NO SCALE COAX CABLE, TYP — DO, Q =D' ]�F F LJ D_ 1 Z :3 I_ w U U U Q Z Z Z EC _O U Q - 1-' Q f3 Z Q aIr< On 0ZE bi Qao 0 U w i ATTACH TO TOWER WITH J -BOLT ASSEMBLY (SUPPLIED BY COAX LADDER MANUFACTURER) MEMBER FACE MOUNTED WAVEGUIDE LADDER ASSEMBLY FOR TOWERS AINLESS SNAP -IN CLIP TOWER MEMBER F-4-1 CABLE LADDER DETAIL - NO SCALE J-HOOKS W/LOCK WASHERS & NUTS EXISTING TOWER GIRT OR DIAGONAL COAXIAL SUPPORT LADDER RUNGS © 36" O.C. MAX. - (12) 1 5/8" COAXIAL CABLE W/SNAP-IN CABLE HANGERS 6 COAXIAL LADDER SUPPORT NO SCALE CLOUGH. HAPSOUFI &ASSOCIATES LLP ELNE. PLS 6 ELZS 108001-0-111 TIR P11E. 11— 301 CIA PROJECT NO: 12760 — 1031 — 1601 N0. SUBMITTAL 1 105/11/04 859 CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 1 909 CAD BY: DSS I CHK: JDH APP'D. WLR 3 06/02/04 1 959 CAD BY: KDR CHK: JDH APP'D: WLR "o- s� 6i f IT IS A vlbC 0 Lttpp����yJJy ITY PERSON, UNLESS THEY ARE AC C'UNEER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE TOWER ELEVATION & DETAILS SHEET NUMBER CO3 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 DISCREPANCIES REPORTED TO THE ENGINEER. 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 NOTES 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 AISC "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. 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 5/8" 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 & NUT TIGHTENED TO AISC "SNUGTIGHT" CRITERIA, UNLESS NOTED OTHERWISE. STRUCTURAL STEEL NOTES (CONT.) 6. STRUCTURAL STEEL GRATING SHALL BE 1 1/2" X 3/16" GALVANIZED STEEL BAR GRATING (IKG BORDEN TYPE -WB OR EQUAL) ATTACHED .y 1'-6" o.c. WITH GRATING CLAMPS, UNLESS OTHERWISE NOTED. 7_ NEW STRUCTURAL STEEL LOCATED WITHIN A BUILDING OR ENCLOSURE SHALL BE FIRERATED PER LOCAL CODE. B. REINFORCING BARS: ASTM A625, GRADE 60 DEFORMED BARS. 9_ WELDED WIRE 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 B 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 ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 "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 ENTRAiNE;' (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. & 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: #6 AND LARGER..................................2 IN. #5 AND SMALLER & 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, LINO, 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 DRILLING HOLES IN CONCRETE. 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED 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 COLD 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. EXCAVATIONS /FOUNDATION 1. 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: SEIVE SIZE PERCENT PASSING BY WEIGHT 4 INCH 100 NO. 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 30% WILL BE REJECTED. 6. COMPACT TO 95% STANDARD PROCTOR DENSITY PER ASTM D-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'-O" 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 ANGLES 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 PSI REINFORCING STEEL A615 GRADE GO WELDED WIRE FABRIC A185 HEADED STUDS A108 IN 11 cingularry WIRELESS 7150 S111 -D D11- -10- D. 21076 Vel®ci Tel QI CLOUGH. HARBOUR & ASSOCIATES LLP EhGNEEF6, RPf.I.ETF" 6 111." DLO -AN TIRIPINE. - 303 Ri . A 13235 CHA PROJECT NO: 12760 - 1031 - 1601 N0105/11/04 SUBMITTAL 1 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 1907 CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04195% CAD BY: KDR I CHK: JDH APP'D: WLR Tu 0� r�i€> tI- 2 f.. A, IT ISA VIOLATI �I�A '/+;��d�2NY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE STRUCTURAL NOTES SHEET NUMBER C07 1/2" DIA. COAX CABLE ICE BRIDGE BENDING RADIUS GPS ANTENNA QUANTITY (EACH) O1-1/4" ATTACHED TO ICE STEEL PIPE CAP OPLATE BRIDGE LEG /i — GPS ANTENNA (SUPPLIED AT 12ACL / FUTURE EMU ANTENNA BY CINGULAR INSTALLED BY AND WASHER, GALV. CONTRACTOR) U -BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS '// 1 lel AND WASHER, GALV. (SEE NOTE 2) --CONTRACTOR TO PROVIDE ll ll o MOUNTING BRACKET PLATE 0 II 2 MOUNTING BRACKET PLATE I I MOUNTING o TILT HOLES FOR ADJUSTMENT ll BRACKET PLATE TILT HOLES FOR ADJUSTMENT 4 1/2" DIA. COAX CABLE MINIMUM BENDING RADIUS PER i H z MANUFACTURER'S STANDARD 'k S STANDARD P ER MANUFACTURER'S MINIMUM� III ' SUPPORT POST 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) GPS ANTENNA MOUNTING BRACKET V -4 1/4" 7/8" l 2 1/8" 5„ 3 3/4" 2 7/8" MOUNTING BRACKET PLATE PLATE 1/4" THK. Do N 7/16" x 2-7/8" SLOTTED HOLE FOR 2" DIA. PIPE U -BOLT WITH DOUBLE NUTS AND WASHERS. (TYPICAL) ITEM # DESCRIPTION QUANTITY (EACH) O1-1/4" SCH. 40 X 18" LG. MIN SS OR GALV. PIPE 1 OPLATE 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. OSTD. 4 U -BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS 2 AND WASHER, GALV. (SEE NOTE 2) BILL OF MATERIALS 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 AT 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 PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 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 THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. F-1-1 GPS ANTENNA NO SCALE BRACKET ASSEMBLY BY MICROFLECT-- ICE BRIDGE SUPPORT POST 6" C Z I NO SCALE 3" 1'-6" DIA. 24" x 10'-0" CHANNEL BY MICROFLECT. CUT CHANNEL TO REQUIRED LENGTH I 1 I 1 1 CABLE HANGER BRACKET ANTENNA } CABLES z 00 CONCRETE PIER NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. THE GPS ANTENNA LOCATION MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. ficin-gular 7150 STANDARD OR- HA S 1. 233 elOci ! el L_ •"A CLOUGH. HARBOUR &ASSOCIATES LLP 'IS" R o s� E 311 CHI PROJECT NO 12760 - 1031 - 1601 N0. SUBMITTAL 1 05/11/04 85% CAD BY: EFK I CHK: JDH APP'D: WLR 2 05/12/04 1 90% CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 1 95% CAD BY:KDR CHK: JDH APP'D:WLR �Q��d'"*, .fir:_ ff 1 � ATION O JF) I LN�F 'ft ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT, SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE GPS DETAILS SHEET NUMBER C08 HEAVY PRESSED STEEL BARBED WIRE OUT RIGGER ARM GATE OPENING 12'-0" 8'-0" (TYP) (VERIFY WITH SITE PLAN) I 2"x2" - 9 GA. FENCE FABRIC 2" INTERMEDIATE POST -1/2" CROWN FOR DRAINAGE 10" DIA. CONCRETE FOOTING IN SOIL FOR INTERMEDIATE POSTS 1-1/4" GATE FRAME BRAIDED COPPER GROUND STRAP, 2 PL (SEE GROUNDING SPECS) 12" DIAM. CONCRETE FOOTING IN SOIL FOR GATE AND CORNER POSTS HEAVY-DUTY GALV. LOCKABLE, DOUBLE GATE LATCH 5/8" DIAM. LATCH ROD X3/8" DIAM. TRUSS ROD WITH TURNBUCKLE AT GATE ONLY 1" GAP BETWEEN FIP GRADE AND BOTTOM OF GATE 6" DIAM. BY 18" DEEP QC. FOOTING WITH 1-1/4" PIPE SLEEVE, 6" L 1 CHAIN LINK FENCE AND ACCESS GATE NO SCALE FENCE NOTES I 1. ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN LEDGE: IF LEDGE IS ENCOUNTERED AT GRADE, OR AT A DEPTH SHALLOWER THAN 3'-6 CORE DRILL AN 8" DIA HOLE 18" INTO THE LEDGE. CENTER POST IN THE HOLE AND FILL WITH CONCRETE OR GROUT. IF 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 -LIFT-OFF TYPE, MALLEABLE IRON OR FORGING, PIN -TYPE HINGES. ASSEMBLIES SHALL ALLOW FOR 180' OF GATE TRAVEL. 3 STRANDS OF 4 -POINT BARBED WIRE 3E 3E- 3f 3E 3E� �1-1/4" TOP RAIL 2-1/2" CORNER POST 2-1/2" GATE POST NO GAP BETWEEN FINISH GRADE AND FENCE FABRIC #7 GA. TENSION WIRE, CONTINUOUS ALTERNATE FOOTING IN LEDGE (SEE NOTE 1) 3/16" x 3/4" STRETCHER BAR AT CORNER AND GATE POSTS z SITE COMPOUND CROSS-SECTION NO SCALE CD GRADE FX-cingular WIitELE33 Tt50 SigNDnRO OR�vE. NnNOVEft MD, 2tOT6 VelociTel L � CLOUGH. HARBOUR &ASSOCIATES LLP Erv;tuEas. r-�>nnFrs s 10800 SOiTE JOJ M,RICHMOND. VAN232323235 CHA PROJECT NO: 12760 - 1031 - 1601 NO.1 SUBMITTAL 1 05/11/04 857 CAD BY: EFK CHK: JDH APP'D: WLR 2 05/12/04 1907 CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 1 957 CAD BY: KDR I CHK: JDH APP'D: WLR IT IS A VIOLATION `/ C � ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SITE DETAILS SHEET NUMBER C09 PROJECT NARRATIVE: PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN EQUIPMENT 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 CONDITIONS: 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 IS 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. 7. EROSION AND SEDIMENT CONTROL MEASURE: A SILT FENCE WILL 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. A. CONSTRUCTION PRACTICES: SILT FENCE BARRIER — 3.05 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: TEMPORARY SEEDING — 3.31 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 SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED, AND SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK. C. MANAGEMENT STRATEGIES: 1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE 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 STABILIZATION WILL 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. }Ccingular WIRELESS 71SI SIAIDAID D11— 1-1— D. -76 VelOciTel CLOUGH, HAPBOUP & ASSOCIATES LLP EnrGn�Ers. RAnnEFa s uwasnv� AmnECIs 1090011-0-1—ikE, s 11 X03 Ric..mONo?vn�13 1 CHA PROJECT NO: 12760 — 1031 — 1601 NO. SUBMITTAL 1 05/11/04 859 CAD_ BY:EFK I CHK: JDH APP'D:WLR 2 05/12/04 909 CAD BY: DSS I CHK: JDH APP'D: WLR 3 06/02/04 959 CAD BY:KDR I CHK: JDH APP'D:WLR I IT IS A VIOLAkfA"9F-L/l)FO1R�Iy!�S�ERSO N. I UNLESS THEY ARE AC NG N1 HE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SEDIMENT & EROSION CONTROL NOTES SHEET NUMBER c11 S 2 PROPOSED SIL T FENCE — PROPOSED TRANSFORMER PROPOSED C/NGULAR 10 k2O' EQUIPMENT SHEL TER CONCRETE PAO S S S FUTURE CARRIER - I FUTURE (� CARRIER FUTURE FUTURE CARRIER CARRIER S S PROPOSED CINGULAR BACKBOARD WITH 400A METER AND 400A DISCONNECT (FUSED FOR 300A) PROPOSED CINGULAR 250' LA TACE TOWER FUTURE CARRIER �I PROPOSED 70 -O"x70 =0" FENCED COMPOUND F-71 SEDIMENT & EROSION CONTROL PLAN GRAPHIC SCALE 20 0 10 20 1 1 I I IN $'EEP 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. SEQUENCE OF CONSTRUCTION: CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 6, II II l 1{ MAX.11 FLOW -til I P 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. I; II � I FLO 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATIONIT-,--,! PERSPECTIVE VIEW 3' MAX 1nAZ3••��•;!ti:..OW B 0..y3.ar.rs d:,% a arM ob<s€ RI rXy #a: p � —31012 SHOULDPOINTS A BE HIGHER THAN POINT DRAINAGEWAY INSTALLATION _EROSION CONTROL DETAIL NO SCALE 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-SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. STAKE LIMITS OF DISTURBANCE. 3. 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. 8. 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 WIRELESS 1— =TA—o o ..,AN Mo. —1. VelOciTel F ' 'AI CLOUGH, HARBOUR & ASSOCIATES LLP _.—ANNE— N .ITE 313 RicnM . YAvz CNA PROJECT NO: 12760 - 1031 - 1601 INO.j SUBMITTAL 1 05/11/04 85% CAD _ BY: EFK CHK: JDH APP'D: WLR 2 05 /12/04 90% CADD BY: DSS CHK: JDH APP'D: WLR _3A06/ 95% CAD BY: KDR I CHK: JDH APP'D: WLR 'NW IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SEDIMENT & EROSION CONTROL PLAN SHEET NUMBER C12 APPROX. TRUE APPRUX' MAG N lelT7 PROPOSED 12' WIDE x f180'LONG GRAVEL ACCESS ROAD — S 2 PROPOSED SIL T FENCE — PROPOSED TRANSFORMER PROPOSED C/NGULAR 10 k2O' EQUIPMENT SHEL TER CONCRETE PAO S S S FUTURE CARRIER - I FUTURE (� CARRIER FUTURE FUTURE CARRIER CARRIER S S PROPOSED CINGULAR BACKBOARD WITH 400A METER AND 400A DISCONNECT (FUSED FOR 300A) PROPOSED CINGULAR 250' LA TACE TOWER FUTURE CARRIER �I PROPOSED 70 -O"x70 =0" FENCED COMPOUND F-71 SEDIMENT & EROSION CONTROL PLAN GRAPHIC SCALE 20 0 10 20 1 1 I I IN $'EEP 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. SEQUENCE OF CONSTRUCTION: CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 6, II II l 1{ MAX.11 FLOW -til I P 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. I; II � I FLO 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATIONIT-,--,! PERSPECTIVE VIEW 3' MAX 1nAZ3••��•;!ti:..OW B 0..y3.ar.rs d:,% a arM ob<s€ RI rXy #a: p � —31012 SHOULDPOINTS A BE HIGHER THAN POINT DRAINAGEWAY INSTALLATION _EROSION CONTROL DETAIL NO SCALE 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-SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. STAKE LIMITS OF DISTURBANCE. 3. 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. 8. 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 WIRELESS 1— =TA—o o ..,AN Mo. —1. VelOciTel F ' 'AI CLOUGH, HARBOUR & ASSOCIATES LLP _.—ANNE— N .ITE 313 RicnM . YAvz CNA PROJECT NO: 12760 - 1031 - 1601 INO.j SUBMITTAL 1 05/11/04 85% CAD _ BY: EFK CHK: JDH APP'D: WLR 2 05 /12/04 90% CADD BY: DSS CHK: JDH APP'D: WLR _3A06/ 95% CAD BY: KDR I CHK: JDH APP'D: WLR 'NW IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SEDIMENT & EROSION CONTROL PLAN SHEET NUMBER C12 DESIGN IS BASED UPON SITE OBSERVATIONS ONLY. GENERAL NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 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 BEND. 17 1 POWER & TELEPHONE PLAN ( IN FEET ) ABBREVIATIONS AWG AMERICAN WIRE GAUGE DWG DRAWING RGS RIGID GALVANIZED STEEL TYP. TYPICAL W/ WITH LEGEND 0 UTILITY POLE ca�= SERVICE PANEL/DISCONNECT ® GENERATOR RECEPTACLE O 8 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: 10 EXISTING UTILITY POLE #1201612 w/POWER SOURCE. OPROVIDE 400A, 120/24OV, 10, NEMA 3R METER BASE ACCEPTABLE TO LOCAL POWER COMPANY. METER BY POWER COMPANY. O4"C. w/(3) 350 KCM + #4G. OSERVICE PANEL/DISCONNECT BY SHELTER MANUFACTURER. LINE SIDE TERMINATIONS BY THIS CONTRACT. O12"x 12"x 8' NEMA 3R WIREWAY. TAP CONDUCTORS FOR (3) 350 KCM. USE INSULATED TAP CONNECTORS (BURNDY UNITAP OR EQUAL). O6 2"C_ w/(2) 4/24 CAT 5 CABLES AND PULL ROPE. TO BE PROVIDED AND PULLED IN BY CONTRACTOR. OINTERIOR TELEPHONE BOARD BY SHELTER MANUFACTURER. OPROPOSED LATTICE TOWER. 0 9 PROVIDE 40OA/2P NEMA 3R FUSIBLE DISCONNECT w/LOCKABLE HANDLE AND w/(2) 300A FUSES. 10 4"C. w/PULL ROPE 11 PROVIDE NEW BACKBOARD. 12 VERIZON INTERFACE PANEL. 13 VERIZON SMART CARD BOX. 0 14 3/4" SEALTIGHT w/(2) 4/24 CAT 5 CABLES AND PULL ROPE. TO BE PROVIDED AND PULLED IN BY CONTRACTOR. cingularTM WIRELESS 1151 IT—D.RD Dll D. 21111 VelOciTel ICH CLOUGH. HARBOUR 6 ASSOCIATES LLP er cr.eEzs. Banners s uw�� Auo.REcrs ,osoa110107-1 T11.11- RCNM _ _ _2— ire 3a3 CHA PROJECT NO 12760 — 1031 — 1601 NO. 3—PHASE UTILITY TRANSFORMER. PAD AND GROUNDING BY THIS 15 CONTRACT PER UTILITY SPECIFICATIONS. 16 (2) 4"C. w/PULL ROPE EACH_ 17 BY UTILITY COMPANY. 1g FLASH TECHNOLOGY POWER CONVERTER. 3 4"C. w/PULL ROPE. 1 I; 20 3/4"C. w/(3) #12 AWG + #12G. cingularTM WIRELESS 1151 IT—D.RD Dll D. 21111 VelOciTel ICH CLOUGH. HARBOUR 6 ASSOCIATES LLP er cr.eEzs. Banners s uw�� Auo.REcrs ,osoa110107-1 T11.11- RCNM _ _ _2— ire 3a3 CHA PROJECT NO 12760 — 1031 — 1601 NO. SUBMITTAL 1 05/11/04 859 CAD BY: MJO CHK: CMM APP'D:WLR 2 05/12/04 909 CAD BY: CMM I CHK: CMM APP'D: WLR 3 06/02/04 1 959 CAD BY: CMM I CHK:MJO APP'D:WLR 0� IIT IS A VIOLA51Y1A%OF L FDR^.�zAM:d PARSON, I UNLESS THEY ARE ACT'UNOER THE DIRECTION OF A LICENSEO PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE POWER & TELEPHONE PLAN SHEET NUMBER 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 BE REPLACED BY EXOTHERMIC (CADWELD) CONNECTIONS. 3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). 4. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING HIGII 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. A2 E0_7 TYP. ! ---- I I I I B jE05 I 5 E06 TYP. 7. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. & CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 9. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. 10. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH PROJECT SPECIFICATIONS FOR FACILITY GROUNDING, USING FALL OF POTENTIAL METHOD. CINGULAR REPRESENTATIVE TO BE PRESENT BEFORE AND AFTER TYING IPJTO GROUND RING. 11. ALL EXOTHERMIC CONNECTIONS, BELOW GRADE SHALL MADE AT A GROUND ROD. ADD ADDITIONAL GROUND RODS AS REQUIRED. NO FLOATING CONNECTIONS ARE PERMITTED. MULTIPLE CONNECTIONS TO A GROUND ROD ARE PERMITTED IF THE PROPER MOLDS ARE USED. 2 - � TYP E06 3 E03 2 \ FUTURE E05 CARRIER I I i I A CINGULAR i _. .... ._. ....... . COMPRESSION TYPE CONNECTION PRE -FAB GROUND ROD 0 4 BY: GROUND ROD W/ ACCESS SHELTER CADWELD CONNECTION M= MIGB MIGB - GROUND BAR CG �f CIGBE CIGBE - GROUND BAR e METER SOCKET BY OTHERS E05 ® CODED DRAWING NOTE O DETAIL NUMBER XX TYP. FUTURE I 1� I CARRIER 7 ' � I 1 I I I � I I 5 I i 3 E04 TYP. \ 6 E04 I I FUTURE CARRIER SITE GROUNDING PLAN 0 2' B' 20• IN FEET ) LEGEND ---- GROUNDING WIRE. #2 BCW U.N.O. • COMPRESSION TYPE CONNECTION ® GROUND ROD 0 5 /A" x i v —v" COPPER CLAD BY: GROUND ROD W/ ACCESS v CADWELD CONNECTION M= MIGB MIGB - GROUND BAR CG �f CIGBE CIGBE - GROUND BAR e METER SOCKET BY OTHERS METER BY UTILITY COMPANY ® CODED DRAWING NOTE XXX DETAIL NUMBER XX DRAWING(S) NUMBER ABBREVIATIONS AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE CGBE COAX GROUND BAR EXTERNAL CIGBE COAX ISOLATED GROUND BAR EXTERNAL DWG DRAWING MIGB MASTER ISOLATION GROUND BAR TYP. TYPICAL W/ WITH CODED DRAWING NOTES: O#2 SOLID TINNED BCW. TERMINATE AT METER PER UTILITY COMPANY SPECIFICATIONS, PER NEC REQUIREMENTS AND AS INDICATED. OIGR BY SHELTER MANUFACTURER. GROUNDING CONNECTIONS INSIDE SHELTER BY OTHERS UNLESS NOTED OTHERWISE. O#2 SOLID TINNED BCW BURIED EXTERIOR GROUND RING. PLACE 2' OFF FOUNDATION AND AT 30" MINIMUM DEPTH. O PROPOSED LATTICE TOWER. O MIGB. O CGBE. OICE BRIDGE. BOND EACH SECTION. OINTERIOR MAIN GROUND BAR BY SHELTER MANUFACTURER. CABLES AND TERMINATIONS BY THIS CONTRACT. OPROPOSED UTILITY PAD MOUNTED TRANSFORMER. GROUND PER NEC AND UTILITY SPECIFICATIONS. 10 CONNECTION FROM EXTERIOR GROUND RING TO INTERIOR HALO. X cingularTM WIRELESS 1- ITAN.A- e -, I velOciTel I I L A CLOUGH, HARBOUR 6 ASSOCIATES LLP EN�r.FEFs. RAfv.Ecs s �ANo�aaE �.rE�-rs ,veva Malc.T+ _Tv>Nz3z35su Tc 3o.s CHA PROJECT NO: . 12760 — 1031 — 1601 NO. SUBMITTAL 1 05/11/04 85% CAD BY: MJO CHK: CMM APP'D:WLR 2 05/12/04 90% CAD BY: CMM CHK: CMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM CHK: MJO APP'D: WLR 0 I IT IS A VIOLATIONS (SF'.'IF�WRt l"y PERSON, I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 7O ALTER THIS DOCUMENT. SITE ID: --- - --- 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE GROUNDING PLAN SHEET NUMBER E02 L I I I 14 I I 13 I I I I I I 1 I I 15 I I 16 I I I I � INSIDE SHELTER O 300A ) 4 2P I SECTOR 1 SECTOR 2 ANTENNA (TYP. OF 4) ANTENNA (TYP. OF 4) NOTE 1 NOTE 1 ANTENNA ANTENNA COAX ANTENNA ANTENNA COi PIPE GND KIT PIPE GND KIT CABLE CABLE TMA 3 3 TM, Q Q Q Q NOTES 1. ELECTRICAL SERVICE SHALL BE RATED 300A, 240/12OV, 10 3W. 2. FOR CODED NOTES SEE DWG. E01 r -T-1 POWER & TELEPHONE DIAGRAM NO SCALE Q Q GND BAR GND BAR SECTOR 3 ANTENNA (TYP. OF 4) NOTE 1 ANTENNA ANTENNA CO/ PIPE GND KIT CABLE 3CDTM) Q Q N (O U a � Q GND BAR AC FENCE ENCE U � m U N m �G GPS (TYP.) FLASH TECH SERVICE BACKBOARD BOX DISCONNECT FRAME U U U U CD DO cl) 3 3 Q DO CD ¢ U - - - CONNECTIONS m (2 2 BCW INSIDE SHELTER BY CINGULAR UNLESS MGB OTHERWISE I TELCO INDICATED. BOARD � NOTE 5 TOP OF 2 0 2) #2 BCW - TOWER ' m SHELTER FRAME TOWER CGBE INSULATED CGBE GREEN RING - U U U m BOTTOM OF 3 m m TOWER M U m ry U m ry m � U DO ry W Z W N VERIZON TOWER INTERFACE CONDUITS PANEL METER 0 ICE BRIDGE FGATE ANTENNA COAX GND KIT CABLE NOTES 1. BOND ANTENNA GROUNDING KIT CABLE TO GROUND BAR. 2. #2 (SOLID TINNED) BCW BURIED GROUND RING. 3. FOR GROUNDING CONNECTION & DETAILS, SEE LAYOUT DRAWINGS. 4. INSTALL GROUND RODS AT LOCATIONS AS SHOWN ON GROUNDING PLAN. 5. INTERIOR GROUND RING FOR EQUIPMENT BY SHELTER MANUFACTURER. SCHEMATIC DIAGRAM - GROUNDING SYST[ NO SCALE #2 BCW VERIZON SMART BOX PER NEC WIREWAY PER NEC TRANSFORMER -NOTES 2 & 3 X711—A VelOciTel guIar 111W'RELE33 C - 'AI CLOUGH. HARBOUR 6 ASSOCIATES LLP Er�n�cs, a_wv.Ers s Ano—nE�rs CHA PROJECT NO 12760 — 1031 — 1601 N0.1 SUBMITTAL 1 05/11/04 85% CAD tBY:C CH7rlkAKA P'D: WLR 2/04 CHP'D: WLR2/04 BY: CMM CHP'D: WLR 10 ROD(S) GROUNDT� �� p � I IAM !!! IT IS A WDATION OE`LAW p6iR ZANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. SITE 10: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E03 T TACK COAT 6" 6" IN ASPHALT MIN FINISHED GRADE OR PAVEMENT I MIN EXISTING ASPHALT OR CONCRETE PAVEMENT SAWCUT —\ 2" (MIN) ASPHALT PAVEMENT REQUIREMENT SLOPE TO SUIT �\ SOIL CONDITION BACKFILL PER EARTH -5-0" (MAX) WORK SPECIFICATIONS VERTICAL �/ DEPTH W/0 SHORING TYPICAL PIPES OR CONDUITS 6 MIN BEDDING PER EARTH- WORK SPECIFICATIONS TRENCH AS SHOWN ON PLANS * FINISHED GRADE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE PAVEMENT TO MATCH EXISTING CONDITIONS WHERE APPLICABLE 1 TRENCH DETAIL NO SCALE UNDERGROUND UTILITY FINISHED GRADE, AC COPAVING WARNING TAPE MATCH SLOPE AND THICKNESS OF EXISTING REMOVEABLE COVER. COVER SHALL BE REMOVABLE BY HAND. NO TOOLS SHALL BE REOUIRED FOR REMOVAL. GRADE 2'-0" LONG X 6" DIA. C o SCHEDULE 40 WHITE PVC r w a z a o mN'o I - mow o: CABLE TO ROD CADWELDED °O o GROUND RING #2 AWG BCW H--- -- ---- ----+ 1" WIDE SLOT FOR GROUND WIRE. EXTEND 2" ABOVE GROUND WIRE. CRUSHED ROCK INSIDE, GROUND ROD COPPERWELD BELOW AND AROUND SLEEVE. 5/8"0 x 10'-0" LONG EXOTHERMIC WELD SHALL REMAIN VISIBLE. F-4-1 GROUND ROD WITH ACCESS NO SCALE UNDISTURBED _ COMPACTED BACKFILL III=III PER EARTHWORK SPECIFICATION FOR TRENCHING SEE DETAILlid I— (2" PVC SCH. 40) I I III— 'SAND OR NATIVE SOIL FILL TELEPHONE CONDUIT PER UTILITY COMPANY WHERE APPLICABLE * SPECIFICATIONS SIZE PER LOCAL TEL. CO. (1) ACTIVE CONDUIT ELECTRICAL CONDUIT W/ PULL ROPE & CABLE WHERE APPLICABLE r--6" (MIN) 4" PVC SCH. 40 (TYP) W/ PULL ROPE & CABLE * SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS F-2-1 DUCT BANK ELECTRIC/TELEPHONE - NO SCALE GROUND I II' TO SECTOR CIGBE: #2 A BCW ANTENNA GROUND BAR CIGBE TOP OF TOWER SEE NOTE 1. SEE DETAII 1 EO6 #2 AWG BCW LUG (TYP.) GRADE C:' z CADWELD --T- RING GROUND #2 AWG BCW GROUND ROD COPPERWELD 5/8"0x10'-0" LONG F-31 GROUND ROD NO SCALE ANTENNA STANDARD GROUND KIT (TYP.) #6 AWG (PROVIDED WITH GROUND KIT (TYP.) #2/0 GREEN INSULATEDCOAX CABLE (TYP. FOR ALL) ANTENNA GROUND BAR (CIGBE) BOTTOM OF TOWER. SEE NOTE 1ffICEBRIDGE STANDARD SEE DETAILGROUND KIT (TYP.) E06#6 AWG LUG (2) #2 AWG BCW LUG TO ACCA VIA TRAY OR GRADE �L#2 AWG BCS! RING GROUND �- NOTES: 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDS ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED. 5 ANTENNA CABLE GROUNDING FOR TOWER NO SCALE cingularTM WIRELESS Vel ®ciTel L --HAI CLOUGH. HAPSOUP 5 ASSOCIATES LLP EL�NEET-6. FL/W�EF6 6 �oeppIIE, SITTE 303 R�cHMOrvp, vw 23 5 CHA PROJECT NO: 12760 - 1031 - 1601 N0. WMJOAPP"'D: L 1 05/1CAD BY: MJO APP'D: WLR 2 05/1CAD BY: CMM APP'D: WLR 3 06/0CAD BY: CMMAPP'D: WLR t r , v ,162 r L'= FIT ISA VIOLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT_ SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E04 PREFAB SHELTER WALL JUMPERS TO EQUIPMENT BY OTHERS 3 POLYPHASER SURGE PROTECTION (TYP.) SUPPLIED BY CONTRACTOR SURGE SUPPRESOR RACK SUPPLIED BY CONTRACTOR GROUND BAR BY SHELTER E06 MANUFACTURER eAWG BCW TO EXTERIOR GROUND RING INDOOR OUTDOOR ICE BRIDGE ANTENNA CABLES ( TYP. ) BOND (NP-) '- ANDREWS GROUNDING WAVEGUIDE KIT (TYP) WALL/ROOF FEED THRU ASSEMBLY BY SHELTER. MANUFACTURER. GROUND BAR BY SHELTER1 MANUFACTURER E06 #2 AWG BCW TO 2 EXTERIOR GROUND RING Fj] CABLES INSTALLATION WITH WALL/ROOF FEED THRU ASSEMBLY NO SCALE CEILING OF SHELTER ROOM BURNDY CRIMP, TYP INTERIOR GROUND HALO MICROFLECT 12—PORT #2 AWG GREEN STRANDED ENTRY PORT INSIDE VIEW SURGE SUPPRESSOR RACK #2 AWG GREEN STRANDED #2 AWG GREEN-�-� STRANDED TO SURGE SUPPRESSOR GROUND BAR GROUND COAX PORT O O MASTER GROUND BAR (MGB).... e o e o #2 AWG TINNED SOLID EXOTHERMIC WELD (CAD—WELD) CONDUCTOR TO EXTERIOR GROUND RING F-3-1 SURGE SUPPRESSOR GROUNDING DETAIL NO SCALE EXTERIOR ENTRY PORT GROUND BAR (BY SHELTER MFR) 1 E06 NM FLEXIBLE CONDUIT EXTENDS INTO EXISTING OPENING; CAULK AROUND FLEX FINAL GRADE CADWELD TO GROUND RING INTERIOR MASTER GROUND BAR (BY SHELTER MFR) A::�::SHELTER EXISTING OPENING; MATCH CAULK TO SHELTER INTERIOR WALL INTERIOR WALL D F-2-1 SHELTER WALL PENETRATION DETAIL NO SCALE AWG BCW (TYP.) CADWELD (TYP.) ICE BRIDGE SUPPORT POST I I CABLE TO CABLE I GROUND RING CADWELD (TYP.)� #2 AWG BCW #2 AWG BCW ICE BRIDGE SUPPORT POST GROUNDING I -J NO SCALE X cingular WIRELESS VelociT-el CH CLOUGH, HARBOUR G ASSOCIATES LLP En�nlEFrs. a.wv.Ers s ,veva MR���Mo»oT�A �3z3ss ,� 30� CMA PROJECT NO - 12760 - 1031 - 1601 NO.1 SUBMITTAL 1 05/11/04 85% CAD BY: MJO I CHK: CMM APP'D:WLR 77105/12/04 1 90% CAD BY: CMM CHK: CMM APP'D: WLR 3 06/02/04 1 95% CAD BY: CMM I CHK: MJO APP'D: WLR �o Tli qA ? � i v r.„ IT IS A VIOLATION OF LAIW TOR�ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E05 GROUND BAR ON WAL OR ON ANTENNA TON p— N OR RING GROUND 1 GROUND WIRE INSTALLATION TO GROUND BAR — NO SCALE ACCA ENCLOSURE 1 1/4" 0 MAX. ANTENNA CABLE I CABLEWAVE WEATHERPROOFING KIT 1 12" APPROX. 33/4" 1 6" #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD GROUNDING KIT) 5 2 4 (�c� x/16"/4 0 0 0 2 0 00 0 0 11 0 0 0 0 0 3 �0 0 �0 0I 0 0 0 0 0 0 / 0 1 1" 1 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" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4 — WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6055 5 — 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 GROUND BAR TYPE REQUIRED LENGTH MIGB & TOWER 20" SECTOR 12" 2 GROUND BAR NO SCALE ACCA ENCLOSURE 1 2 1/2" 0 MAX. ANTENNA CABLE I CABLEWAVE GROUND KIT WEATHERPROOFING KIT TO ANTENNA GPS CABLE #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (STANDARD GROUNDING KIT) 12" APPROX. 2" 1 6" CONNECTOR WEATHERPR KIT (TYP.) FROM PNTENNP RX Tx NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE WEATHERPROOFING KIT, (TYP.) F F I 1 I I I ' STANDARD GROUNDINGS + � KIT (TYP.) \ (SEE NOTE) ANTENNA CABLE --- TO CABLE TRAY (TYP.) 1 #6 AWG CIGBE GROUND BAR NEWTON SIMILAR TO MOUNTED NEAR/BELOW FROM ANTENNA ANTENNA R— #2/0 FRAME SUPPORT GREEN #2 AWG BCW INSULATED TO ATTACH TO EACH ANTENNA-- -- — LOWER CIGBE SUPPORT BRACKET F-3-1 CONNECTION OF GROUND WIRES TO GROUNDING BAR ® ANTENNAS NO SCALE tT2yAWG BCW CADWELD (TYP.) CADWELD —J 3E& COTE GROUND KIT #2 AWG BCW CABLE TO CABLE , (TYP.) CADWELD (TYP.) ' A- -'rGROUND�RlNGOV AWG BCW (MIN. 18BELROUGH GRADE) TO ANTENNA CAB NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 4 CABLE GROUND KIT CONNECTION NO SCALE NOTES: 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE 2. BOND EACH HORIZONTAL POLE/BRACE 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 SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. F51 FENCE GATE_ GROUNDING NO SCALE �— X cingularTM I %MRELESS r. L 'AI CLOUGH. HARBOUR 6 ASSOCIATES LLP ENGNE ,Pl�I- 6 CHA PROJECT NO: 12760 - 1031 - 1601 N0. SUBMITTAL 1 05/11/04 857 CAD BY: MJO I CHK: CMM APP'D: WLR 2 05/12/04 1 90% CAD BY: CMM I CHK: CMM APP'D:WLR 3 06/02/04 957 CAD BY CMM CHK: MJO APP'D: WLR �r hell r 9-16, c; C 101f IT IS A VIOLATION OF LAW EOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E06 8'-0" 3"0 TUBE STEEL � o P100D UNISTRUT USE U BOLTS TO O NOTE #2 (TYP.) FASTEN UNISTRUT TO PIPE COLUMNS. �1 1 o I I I I PROVIDE END CAPS ON O I UNISTRUT. o I I I I FINISHED GRADE — . I- 12" DIA. CONCRETE — (TYP) TO SHELTER PROVIDE WELDED STEEL CAP ON POSTS r- 0 0 r -9-*1 0 o 0 m F- O D — O m m O O O O D m m 0 I TO TRANSFORMER ficin -gular- Iso sT.,No.ao oP��E. �q W�RE�LESS VelOeiTel CLOUGH, HARBOUR 6 ASSOCIATES LLP ELSNEECS. FLPME[S 6 O3= NbfiEC�S I OeOoP,.E. 5 ITE III CMA PROJECT NO_ 12760 — 1031 — 1601 NO SUBMITTAL 1 05/11/04 85% CAD _ BY: MJO CHK --C MM 'E: WLR 2 05/12/04 90% CAD BY: CMM CHK: CMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM CHK: MJO APP'D: WLR II 62 .3 IT IS A MdRTfOVI OF. CAVI FOR ANY PERSON. UNLESS THEY ARE ACTNG` UNQER-JfiE TIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E07 (CTAYDP LD #2 AWG BCW (TYP.) #2 AWG BCW (TYP.) METER BACKBOARD — NO SCALE NOTES: 1. FOR CODED NOTES SEE DWG. E01. CADWELD (TYP.) 2.200A METER SOCKET FOR FUTURE CARRIER. GROUND RING #2 AWG BCW CABLE TO CABLE# ZIM CADWELD (TYP.)2 AWG BCW NOTE 4 � VERTICAL POST CONNECTED TO RING VERTICAL POST NOT CONNECTED TO RING NOTES 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 3. 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. 48" BELOW GRADE OR 6" BELOW. FENCE GROUNDING _ NO SCALE ficin -gular- Iso sT.,No.ao oP��E. �q W�RE�LESS VelOeiTel CLOUGH, HARBOUR 6 ASSOCIATES LLP ELSNEECS. FLPME[S 6 O3= NbfiEC�S I OeOoP,.E. 5 ITE III CMA PROJECT NO_ 12760 — 1031 — 1601 NO SUBMITTAL 1 05/11/04 85% CAD _ BY: MJO CHK --C MM 'E: WLR 2 05/12/04 90% CAD BY: CMM CHK: CMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM CHK: MJO APP'D: WLR II 62 .3 IT IS A MdRTfOVI OF. CAVI FOR ANY PERSON. UNLESS THEY ARE ACTNG` UNQER-JfiE TIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E07 SEE NOTE A FTCA PART #6340 TOWER HEIGHT 250 FT ARL CABLE SUPPORTS NOTE 1 SEE NOTE A 1/2 OF TOWER HEIGHT PHOTO 3/4" RGS 1 3/4" RGS SENSOR NOTE 2 FTCA PART #6340 0 FAA POWER CONVERTER rr NOTE 4 a AWG IN 3/4" RGS C. CINGULAR SHELTER BREAKER PANEL - 1 I I I I I I I I I I I I I I I I I I I I I I I L----------- J FFI TOWER BEACON LIGHTING DIAGRAM NO SCALE NOTES: 1. PER THE N.E.C. THE CABLE MUST BE SUPPORTED. USE CABLE TIES, PANDUIT # PL TSEH-00. 20.1. 2. THE PHOTO SENSOR MUST BE MOUNTED OUTSIDE FACING THE UNOBSTRUCTED POLAR SKY. 3. CABLES AND CONDUITS ARE NOT INCLUDED IN THE MANUFACTURER'S BASE KIT. THEY HAVE TO BE ORDERED SEPARATELY FROM THE MANUF. OR ELSEWHERE. 4. FAA POWER SUPPLY PANEL CAN BE LOCATED EITHER AT THE BASE OF THE TOWER OR AT ANY CONVENIENT LOCATION, BASED ON THE LOCATION, LENGTH OF CABLES AND CONDUITS MUST BE DETERMINED (FAA & FCC STANDARD REQUIRE THAT THE VOLTAGE AT LAMP SOCKET BE WITHIN 3% OF THE LAMP VOLTAGE). 5. FLASH TECHNOLOGY PRODUCTS WILL BE FURNISHED BY GENERAL CONTRACTOR. FLASH TECHNOLOGY CATALOG NUMBERS ARE USED FOR CLARIFICATION ONLY. 6. THE BEACON LIGHT, FAA LIGHTING CONTROL PANEL AND MOUNTING DETAIL ALL REQUIRE WIRING (INCLUDING CONDUITS AND WIRES AS SHOWN ON THE DWGS) & PHOTO CELL UNIT SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR. 7. THE BEACON LIGHT, PHOTOCELL UNIT AND FAA LIGHTING CONTROL PANEL AND ALL NECESSARY ACCESSORIES FOR MOUNTING AND WIRING SHALL BE INSTALLED AS SHOWN ON DWGS & IN ACCORDANCE WITH MANUFACTURER INSTALLATION STANDARDS BY TOWER INSTALLER. 8. ALL WIRING FROM THE FAA LIGHTING CONTROL PANEL TO THE BEACON LIGHT AND PHOTOCELL UNIT SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER INSTALLATION STANDARDS. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING BETWEEN THE BREAKER PANEL AND FAA LIGHTING CONTROL PANEL AS SHOWN ON THE DWGS IN ACCORDANCE WITH MANUFACTURER INSTALLATION STANDARDS. 10. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH FAA, FCC REGULATIONS NEC AND CODES THAT ADOPTED BY THE AUTHORITY HAVING JURISDICTION. NOTE A: LIGHT DESCRIPTION OF LIGHT AND PART NUMBERS REQUIRED ITEM 1: DUAL RED -WHITE MEDIUM INTENSITY OBSTRUCTION STROBE BEACON LIGHT FLASH TECHNOLOGY PART# FTB-312 WITH SIDE LIGHTS (THREE LIGHT MARKER KIT — PART #7423303) ITEM 2: INTERCONNECTING BEACON CABLE FLASH TECHNOLOGY PART #6340 X cingular VWRELESS 1150 ST-01RD Da . n-- MD. 21— `vel®ciTel L_Q CLOUGH. HARBOUR S ASSOCIATES LLP ENGNEET' , RnME[S 6 ,oeoo iKc. s QTc 3D3 CHA PROJECT NO 12760 — 1031 — 1601 NO I SUBMITTAL 1 05/11/04 85% CAD BY: MJO CHK- CMM APP'D: WLR 2 05/12/04 90% CAD BY: CMM CHK: CMM APP'D: WLR 3 06/02/04 95% CAD BY: CMM CHK MJO APP'D: WLR r / ` I IT IS A VIOLATIO' "'At" ATJ�I-PERSON, I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE FAA LIGHTING SPECIFICATIONS SHEET NUMBER E08 ELECTRICAL GENERAL NOTES 1. GENERAL A. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH 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. B. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 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 WILL 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 REQUIREMENTS OF THE UTILITY COMPANY. ALL WORK TO COMPLY WITH THE RULE AND REGULATIONS OF THE UTILITIES INVOLVED. H. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN 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. I. 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 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 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 (NEC). 3. CONDUCTORS AND CONNECTORS A. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER. MINIMUM SIZE #12 AWG. WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS-LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7. (TYPES THHN OR THWN). INSULATION SHALL BE RATED FOR 90'C 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 T&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6 AWG USE SOLDERLESS.IDENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C -CLAMP CONNECTORS. UNLESS SPECIFIED OTHERWISE ON DRAWINGS. D. UNLESS NOTED OTHERWISE ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE. LONG BARREL COMPRESSION TYPE. E. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE. IF 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 NAVE A PULL CORD. C. SHEET METAL BOXES SHALL BE NEMA 31? 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 GROUNDING OF THE ELECTRICAL ELLIIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT REVISION NATIONAL ELECTRICAL CODE. B. ALL CELLULAR SITE GROUNDING SHALL BE CARRIED OUT IN 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 KOFRSHIELD. E. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. F. DO NOT INSTALL GROUND RING (IF REQUIRED) OUTSIDE OF PROPERTY LINE. 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 REQUIRED) SHALL BE #2 AWG SOLID 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'. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. I. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING USE GOLD GALVANIZING SPRAY CONTAINING 95% ZINC (7.R.(-. "GALMLITE" OR EQUIVALENT). J. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS 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 CALViLITE. L. IF NEW GROUND RING IS REQUIRED, CONTACTOR SHALL NOTIFY CINGULAR REPRESENTATIVE WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. CONTACT CINGULAR REPRESENTATIVE REPRESENTATIVE. M. FOR METAL FENCE 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 CYL NDRICAL METALLIC OBJECTS WITH A PENN -UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. P. TOWER GROUND 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 CONi:ECTiON ; TO TOWER GROUND RING CONFORM WITH THE DETAILS SHOWN ON THE DRAWINGS. ON SITES REQUIRING EQUIPMENT PAD MODIFICATIONS, CONTACTOR SHALL ENSURE THAT EXISTNG GROUND RING MEETS DESIGN CRITERIA SHOWN 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 POINT 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'. cingular WIRELESS 1- ITA -1- VelOciiel p L�Hlil CLOUGH,HARBOUR &ASSOCIATES LLP ENGhEE[G,RPINEFT; 6 10800 -0-AN TUR -KE, 5 ITE ]03 CHA PROJECT NO: 12760 - 1031 - 1601 k . SUBMITTAL 05/11/04 85% CAD : MJO CHK: CMM APP'D: WLR 2 05/12/04 90% CAD BY: CMM I CHK: CMMAPP'D- WLR 3 06/02/04 95% CAD BY: CMM CHK: MJO. APP'D: WLR 0,V op IN j If a .2 J L; IT IS A VI0LATI6N'6Fr-t*w-F6R4RY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET NUMBER E09