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HomeMy WebLinkAbout46-05 Ver. Wire. - Silver Lake - Telecommunications Tower - Gainesboro - Backfile (2)1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING IN WRITING THE VERIZON WIRELESS REPRESENTATIVE OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE IN WRITING. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO BECOME FAMILIAR WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISE NOTED OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, 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. 12. THE CONTRACTOR SHALL MAINTAIN THE GENERAL WORK AREA AS CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY THE VERIZON WIRELESS 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 THE CONFLICT IS RESOLVED BY THE VERIZON WIRELESS REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC., ON THE JOB. i APPLICABLE BUILDING CODE: DESCRIPTION OF WORK: CONSTRUCTION TYPE: USE GROUP: NUMBER OF STORIES: FIRE PROTECTION: BUILDING AREA: IBC 2000 PROVIDE UNMANNED COMMUNICATION EQUIPMENT SHELTER ON GRADE 2B NONCOMBUSTIBLE/UNPROTECTED U ONE NONE 360 SQFT. in GEOGRAPHIC COORDINATES: LATITUDE: 39' 15' 57.1" N (NAD 27) LONGITUDE: 78° 13' 35.4" W (NAD 27) GROUND ELEVATION: 924' AMSL (NGVD 29) MCINITY MAP NOT TO SCALE SITE DIRECTIONS TO SITE: FROM VZW'S AJ OFFICE TAKE A LEFT (NORTH) ONTO DORSEY RUN RD AND THEN TAKE RAMP (LEFT) ONTO SR-32 MD-32/LAUREL. TURN LEFT (WEST) ONTO LOCAL ROAD(S). TAKE RAMP (LEFT) ONTO 1-70. STAY ON 1-70 FOR 73.5 MILES. AT EXIT 26, TURN RIGHT ONTO RAMP. KEEP LEFT TO STAY ON RAMP. TAKE RAMP (LEFT) ONTO 1-81. STAY ON 1-81 FOR 35.8 MILES. AT EXIT 317, TURN RIGHT ONTO RAMP FOR SR-37. AT EXIT US-522, TURN RIGHT ONTO RAMP AND BEAR RIGHT ONTO US-522. TURN RIGHT ONTO HUNTING RIDGE RD. ARRIVE AT SILVER LAKE/SHARED SITES. Q 1 �P 1�-c ZONING ADMINSTRATOR *SITE PLAN WILL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM THE DATE OF APPROVAL. JV% III P N THIS PROJECT CONSISTS OF THE ATTACHMENT OF (12) ANTENNAS TO AN EXISTING SELF SUPPORTING TOWER AND THE PLACEMENT OF A 12' X 30' X 10' PREFABRICATED BUILDING AT THE BASE. ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. APPROVAL OWNER: DATE ENGINEERING: DATE OPERATIONS: DATE CONSTRUCTION: DATE 5510 Cber®ee Avenue, Suite 110 Alexandria, Virginia 22312 703/25&3344 Fax 703125 22 bttp llwww. c r sen. corn To'I ::: vermon wireless 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 SITE O S11%mVT ER LAKES COLOCATE SELF SUPP"O"'I TOWER;' 329 HUNTING RIDGE RD WINCHESTER, VA 22603 FREDERICK COUNTY p. COMM.VIII M -- ELIM ONING DWGS a-,ZONING REVISED ZONING•: • 0 " -.. Q S Z TRUE SURVEY AND SITE PLAN SCALE: 1 " = 100' FOR 24" X 36" PLOT — 1 " = 50' 0 50' FOR 11 " X 17" PLOT — 1 " = 100' SURVEY NOTES 1. SITE NAME: SILVER LAKES 2. SURVEY PERFORMED BY: ALLEGHENY SURVEYS, INC. ADDRESS: P.O. BOX 438, BIRCH RIVER, WV 26610 DATE SURVEYED: APRIL 21, 2005 3. THIS IS NOT A BOUNDARY SURVEY AND IS NOT TO BE USED FOR THE TRANSFER OF PROPERTY. 4. THE SUBJECT PARCEL INFORMATION; TOWER OWNER: SHARED TOWERS SITES MAILING ADDRESS: 6501 SANDY KNOLL COURT, MCLEAN , VIRGINIA 22101 PREMISES ADDRESS: 329 HUNTING RIDGE RD. WINCHESTER, VIRGINIA 22603 PROPERTY OWNER: JOYCE & TALBET DEHAVEN PROPERTY OWNER'S TELEPHONE #: (540) 662-6045 COUNTY: FREDERICK PARCEL: 30 ((A)) 98C ZONING JURISDICTION: FREDERICK COUNTY ZONING: RA (RURAL AREAS) 5. HORIZONTAL DATUM BASED UPON VA STATE PLANE COORDINATE SYSTEM OF 1927 (NORTH ZONE). 6. VERTICAL DATUM BASED UPON NGVD 29 DGPS ELEVATIONS. 7. NO UNDERGROUND UTILITIES HAVE BEEN LOCATED, THE PRESENCE OF ANY SUCH UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR BEFORE CONSTRUCTION. 8. NO WETLANDS HAVE BEEN DEFINED AND ANY AREAS SHOWN AS MARSH, PONDS OR DITCHES ARE DONE SO FROM VISIBLE SURFACE FEATURES AND IN NO WAY CONSTITUTE A DEFINED WETLAND. 9. THE FLOOD ZONE OF THE EXISTING SELF—SUPPORT TOWER IS AS FOLLOWS; FLOOD ZONE C. SOURCE, FEMA FLOOD MAP FOR FREDERICK COUNTY, VA. COMMUNITY PANEL NUMBER 510063 0105 B. DATED JULY 17, 1978. 10. NO TITLE REPORT WAS FURNISHED FOR THIS SURVEY. 11. THE DATA COLLECTED AND SHOWN ON THIS DRAWING ARE FOR THE PURPOSES OF CONSTRUCTION OF A CELLULAR SHELTER, ANY NECESSARY ANCILLARY EQUIPMENT AND ALL APPROPRIATE EASEMENTS. 12. THIS PROPERTY IS SUBJECT TO ALL MATTERS OF PUBLIC RECORD. 13. THE LOCATION OF THE EXISTING SELF—SUPPORT TOWER (BY OTHERS) IS AS FOLLOWS; THE VALUES LISTED BELOW ARE WITHIN ±50' HORIZONTAL AND ±20' VERTICAL. LATITUDE: 39° 15' 57.1 " N (NAD 27) LONGITUDE: 78' 13' 35.4" W (NAD 27) ELEVATION: 924' AMSL (NGVD 29) GENERAL NOTES APPLICANT INF❑: VERIZON WIRELESS PROJECT DATAi ATTN; DAVE WADSWORTH SITE TYPE CO —LOCATE 9000 JUNCTION DRIVE TOWER TYPE SELF—SUPPORTING TOWER ANNAPOLIS JUNCTION, MD 20701 TOWER HEIGHT 195' TELEPHONE: (301) 512-2000 LEASE AREA 20' X 20' FAX NUMBER: (301) 512-2186 AREA OF LAND DISTURBANCE 300 f S.F. 1 • THE PROPOSED FACILITIES WILL CONSIST OF ONE (1) 12' X 30' X 10'H UNOCCUPIED MODULAR BUILDING AND RECEPTION OF WIRELESS TELECOMMUNICATIONS. FLOOR AREA 300f SF. ALSO 12 PROPOSED ANTENNAS WILL BE INSTALLED ON AN EXISTING 195' SELF—SUPPORTING TOWER. 2• THE EXTERIOR OF THE MODULAR BUILDING IS EXPOSED AGGREGATE. NO WATER OR SANITARY UTILITIES ARE REQUIRED FOR THE OPERATION OF THIS FACILITY. CONDITIONAL USE PERMIT CONDITIONS 1. ALL ZONING ORDINANCE REQUIREMENTS AND REVIEW AGENCY COMMENTS SHALL BE ADDRESSED AND COMPLIED WITH AT ALL TIMES. 2. THE TOWER SHALL BE AVAILABLE FOR CO —LOCATING PERSONAL WIRELESS SERVICES PROVIDERS. 3. A MINOR SITE PLAN SHALL BE APPROVED BY THE COUNTY. 4. THE TOWER SHALL BE REMOVED BY THE APPLICANT OR PROPERTY OWNER WITHIN TWELVE (12) MONTHS OF ABANDONMENT OF OPERATION. 5. IN THE EVENT A TELECOMMUNICATIONS TOWER IS NOT ERECTED WITHIN TWELVE (12) MONTHS OF THE APPROVAL OF THIS CONDITIONAL USE PERMIT, THEN THE CUP WILL BE DEEMED INVALID. 6. A CERTIFIED VIRGINIA ENGINEER SHALL PROVIDE VERIFICATION THAT THE TOWER IS DESIGNED, AND WILL BE CONSTRUCTED IN A MANNER THAT, SHOULD THE 100' TOWER COLLAPSE FOR ANY REASON, THE COLLAPSED TOWER WILL BE CONTAINED iR IN AN AREA AROUND THE TOWER WITH A RADIUS EQUAL TO, OR LESSER THAN, THE SETBACK, MEASURED FROM THE CENTER LINE OF THE BASE OF THE TOWER. lrchitecture & Engineering 5510 Cberokee Avenue, Suite 110 Alexandria, Virginia 22312 703/25&3344 Fax 7031256-6622 bttp: llwww. clarknexsen. com \U000 vermon wireless 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 ?GAR E. ICKINS0N No. 017919 kld�z 'At lyCs SITE INFO.: SILVER LAKES COLOCATE SELF SUPPORT TOWER 329 HUNTING RIDGE RD WINCHESTER, VA 22603 FREDERICK COUNTY DESIGN: GED DRAWN: WSM REVIEW: JYY TTV DATE: COMM. NO. I M.2 (W SUBMITTALS SYM. DESCRIPTION DATE Qo PRELIM. ZONING DWGS 6/14/05 Qi REVISED ZONING DWGS 7/18/05 Q2 REVISED ZONING DWGS 8/08/05 0 0 0- SHEET NAME: SURVEY AND SITE PLAN SHEET NO.: r) a 0 m m E 0 rn 00 0 0 N N N 0 3 N i U / V) Uj w w i U N 0 N N 00 z 0 N w / cn w 3 m w / U / / .. 1 C-2 COMPOUND DETAIL SCALE: 1 " = 8'-0" SITE NOTES 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TO RESTORE A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MAY BE CUT, OR THAT ARE DAMAGED DURING CONSTRUCTION. TING 12' GATE I I � I I G 6' TALL INK FENCE EXISTING 8' WOOD UTILITY BACKBOARD N TRUE NORTH FOR 24" X 36" PLOT - 1 " = 5' 0 5' 10' FOR 11 " X 17" PLOT - 1" = 10' CONSTRUCTION NOTES Fil PROPOSED LESSEE 12' X 30' EQUIPMENT SHELTER FPROPOSED LESSEE ICEBRIDGE OPROPOSED LESSEE 20' X 40' LEASE AREA DPROPOSED 3' X 18' COMPOUND EXTENSION DEMOLITION NOTES O18 L.F. OF EXISTING FENCE TO BE REMOVED. STANDARD PANELS W/ AGGREGATE FINISH ALL CABLE PORT AROUND (TYP) EPDM FASCIA OPTION "A" —\ ill CABLE PORT AC STANDARD LOCATION, UNIT EXISTING CINGULAR ANTENNAS (12) PROF LESSEE * REAR SHELTER DETAILS NOT TO SCALE ELEVATIO NOT TO SCALE N VIEW FF LEFT SIDE FF RIGHT SIDE EX. TOWER & SHENTEL ANT. NTER _ [195'-0" f AGL] 3ED LESSEE ANTENNAS Ah _[1 85;-07f AGL ® FAD C/L] ;TING 195' 'ER E: 3 ELEVATION SHOWS THE INTENDED ATION OF THE PROPOSED EQUIPMENT. >OES NOT INFER THAT A STRUCTURAL ,LYSIS HAS BEEN CONDUCTED TO 'IFY THAT THE TOWER CAN SUPPORT PROPOSED LOADS. A SEPARATE UCTURAL LETTER OR REPORT WILL ERMINE THE TOWER ABILITY TO 'PORT THE PROPOSED LOADS. GROUND LEVEL HEIGHT = [0'-0 AGL] Y NO.57 COARSE AGGREGATE 3OTTOM LAYER OF MIRAFI iP570 GEOSYNTHETIC. :XTEND 2' BEYOND TOE OF AGGREGATE SLOPE, ALL AROUND. 6" MINIMUM COMPACTED SUBGRADE w QTY. TYPE. SIZE (H x W x D) 6 ANTEL LPA-80063 70.87"x14.96"x13.07" 6 ANTEL BSA-1855005 47.4"x6.3"x2.0" 5 ANTENNA VIEW C-2 NOT TO SCALE MISS UTILITY THE PHYSICAL EVIDENCE OF EXISTING UTILITIES SHOWN ON THIS SURVEY ARE FROM SURFACE EVIDENCE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR BY A UTILITY REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2 WORKING DAYS BEFORE YOU DIG 1-800-552-7001 TOLL FREE MISS UTILITY lrchitecture & Engineering 5510 Cberokee Avenue, Suite 110 Alexandria, Virginia 22312 703/25&3344 Fax 7031256-6622 bttp: //www. clarknexsen. com 0. veri�on wireless 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 o � GA E. DICKINSON No. 017919 �SSI®NAL SITE INFO.: SILVER LAKES COLOCATE SELF SUPPORT TOWER 329 HUNTING RIDGE RD WINCHESTER, VA 22603 FREDERICK COUNTY DESIGN: GED DRAWN: WSM REVIEW: JYY M DATE: COMM. NO. 1890.2 (EE) SUBMITTALS M. DESCRIPTION DATE Q PRELIM. ZONING DWGS 6/14/05 Qi REVISED ZONING DWGS 7/18/05 Q2 REVISED ZONING DWGS 8/08/05 0 SHEET NAME: ENLARGED SITE PLAN AND DETAILS SHEET NO.: C�2 18 1 16 1999 6'-0" 14'-0" 8'-0" 8'-0" avu—virw� FINISH GRADE COMPOUND FENCE DETAIL NOT TO SCALE OCORNER, END OR PULL POST 3" NOMINAL SCHEDULE 40 PIPE. OLINE POST: 2 1 /2" SCHEDULE 40 PIPE, PER ASTM—F1083. LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0" O.C. OTOP RAIL & BRACE RAIL: 1 1 /2" PIPE, PER ASTM—F1083. ® FABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM—A392. OTIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX. 24" INTERVALS. © TENSION WIRE: 9 GA. GALVANIZED STEEL. OBARBED WIRE: DOUBLE STRAND 12-1 /2" O.D. TWISTED WIRE TO MATCH WITH FABRIC 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. ® STRETCHER BAR. O3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD. 1 0 FENCE CORNER POST BRACE: 1 5/8" DIA. EACH CORNER EACH WAY. 03 1 1 /2" MAXIMUM CLEARANCE FROM GRADE. 6" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 6" MIN. COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL. 15 GATE POST 4". SCHEDULE 40 PIPE, FOR GATE WIDTHS UP THRU 7 FEET OR 14 FEET FOR DOUBLE SWING GATE, PER ASTM—F1083. 1 6 GATE FRAME: 1 1 /2" PIPE, PER ASTM—F1083. "MTS" MULTI —LOCKING DEVICE #MT—C6477, (O.F.C.I.) 1 8 GATE DIAGONAL GALVANIZED STEEL 1 1 /2" PIPE. 19 DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. �O GEOTEXTILE FABRIC 21 LINE POST: CONCRETE FOUNDATION (2000 PSI) ® CORNER POST: CONCRETE FOUNDATION (2000 PSI) ® GATE POST: CONCRETE FOUNDATION (2000 PSI) ® NOT USED ® NOT USED ® NOT USED © GATE FRAME BRACE: 1 5/8" DIAMETER. rtim I112-1milelf 1. INSTALL FENCING PER ASTM F-567 2. INSTALL SWING GATES PER ASTM F— 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE 1 1 /2" GALV. (HOT DIP, ASTM A120 GRADE "A" STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END —CAPS. 6. USE GALVANIZED HOG —RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. lrchitecture & Engineering 5510 Cherokee Avenue, Suite 110 Alexandria, Virginia 22312 703125&3344 Fax 7031256.6622 http: //www. clarknexsen. com veri n wireless 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 F�_" A GAR E. MCKINSON No. 01 i 919 �F L.S�� mgc:::�z SITE INFO.: SILVER LAKES COLOCATE SELF SUPPORT TOWER 329 HUNTING RIDGE RD WI NCH ESTER, VA 22603 FREDERICK COUNTY DESIGN: GED DRAWN: WSM REVIEW: )yy TTV DATE: COMM. NO. 1890.2 (EE) SUBMITTALS SYM. DESCRIPTION DATE Qo PRELIM. ZONING DWGS 6/14/05 Z REVISED ZONING DWGS 7/18/05 Q2 REVISED ZONING DWGS 8/08/05 L 0 L� SHEET NAME: FENCE DETAILS SHEET NO.: i 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAS MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING IN WRITING THE VERIZON WIRELESS REPRESENTATIVE OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE IN WRITING. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO BECOME FAMILIAR WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISE NOTED OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, 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. 12. THE CONTRACTOR SHALL MAINTAIN THE GENERAL WORK AREA AS CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY THE VERIZON WIRELESS 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 THE CONFLICT IS RESOLVED BY THE VERIZON WIRELESS REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC., ON THE JOB. SHEET I T-1 TITLE SHEET C-1 SITE PLAN C-2 ENLARGED SITE PLAN AND DETAILS C-3 FENCE DETAILS APPLICABLE BUILDING CODE: DESCRIPTION OF WORK: CONSTRUCTION TYPE: USE GROUP: NUMBER OF STORIES: FIRE PROTECTION: BUILDING AREA: i�r� wireless IBC 2000 PROVIDE UNMANNED COMMUNICATION EQUIPMENT SHELTER ON GRADE 2B NONCOMBUSTIBLE/UNPROTECTED U ONE NONE 360 SQFT. GEOGRAPHIC COORDINATES: LATITUDE: 39` 15' 57.1'" N (NAD 27) LONGITUDE: 78' 13' 35.4" W (NAD 27) GROUND ELEVATION: 924' AMSL (NGVD 29) I VICINITY MAP NOT TO SCALE I f N DIRECTIONS TO SITE: FROM VZW'S AJ OFFICE TAKE A LEFT (NORTH) ONTO DORSEY RUN RD AND THEN TAKE RAMP (LEFT) ONTO SR-32 MD-32/LAUREL. TURN LEFT (WEST) ONTO LOCAL ROAD(S). TAKE RAMP (LEFT) ONTO 1-70. STAY ON 1-70 FOR 73.5 MILES. AT EXIT 26, TURN RIGHT ONTO RAMP. KEEP LEFT TO STAY ON RAMP. TAKE RAMP (LEFT) ONTO 1-81. STAY ON 1-81 FOR 35.8 MILES. AT EXIT 317, TURN RIGHT ONTO RAMP FOR SR-37. AT EXIT US-522, TURN RIGHT ONTO RAMP AND BEAR RIGHT ONTO US-522. TURN RIGHT ONTO HUNTING RIDGE RD. ARRIVE AT SILVER LAKE/SHARED SITES. k",NAL PLAN SQL A1�z-o5 ZONING ADMINSTRATOR DATE *SITE PLAN WILL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM THE DATE OF APPROVAL. P ECT' DESCPJMON THIS PROJECT CONSISTS OF THE ATTACHMENT OF (12) ANTENNAS TO AN EXISTING SELF SUPPORTING TOWER AND THE PLACEMENT OF A 12' X 30' X 10' PREFABRICATED BUILDING AT THE BASE. ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. APPROVAL OWNER: DATE ENGINEERING: DATE OPERATIONS: DATE CONSTRUCTION: DATE , 5510 Cer®kee Avenue, Suite 110 Alexandria, Virginia 22312 7031256-3344 Fax 703125 22 bttp.Ilu►Ic w. clarknexsen. con t vermon wireless 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 f , • t1 � 'sa. SITE INFO.: SIL WR LAKES C®L TE SELF SUPMaKiTOWER 329 HUNTING RIDGE RD WINCHESTER, VA 22603 FREDERICK COUNTY DESIGN: GED DRAWN: WSM REVIEW: JYY TTV DATE: COMM. NO. I M.2 (M SUBMITTALS Sm. DESCRIP'nON DATE 00 PRELIM. ZONING DWGS 6/14/05 Qt REVISED ZONING DWGS 7/18/05 QY REVISED ZONING DWGS 8/08/05 0 SHEET NAME - TITLE SHEET SHEET NO.: s El S TRUE SURVEY AND SITE PLAN SCALE: 1 " = 100' FOR 24" X 36" PLOT - 1 " = 50' 0 50' FOR 11" X 17" PLOT - 1" = 100' SURVEY NOTES 1. SITE NAME: SILVER LAKES 2. SURVEY PERFORMED BY: ALLEGHENY SURVEYS, INC. ADDRESS: P.O. BOX 438, BIRCH RIVER, WV 26610 DATE SURVEYED: APRIL 21, 2005 3. THIS IS NOT A BOUNDARY SURVEY AND IS NOT TO BE USED FOR THE TRANSFER OF PROPERTY. 4. THE SUBJECT PARCEL INFORMATION; TOWER OWNER: SHARED TOWERS SITES MAILING ADDRESS: 6501 SANDY KNOLL COURT, MCLEAN , VIRGINIA 22101 PREMISES ADDRESS: 329 HUNTING RIDGE RD. WINCHESTER, VIRGINIA 22603 PROPERTY OWNER: JOYCE & TALBET DEHAVEN PROPERTY OWNER'S TELEPHONE #: (540) 662-6045 COUNTY: FREDERICK PARCEL: 30 ((A)) 98C ZONING JURISDICTION: FREDERICK COUNTY ZONING: RA (RURAL AREAS) 5. HORIZONTAL DATUM BASED UPON VA STATE PLANE COORDINATE SYSTEM OF 1927 (NORTH ZONE). 6. VERTICAL DATUM BASED UPON NGVD 29 DGPS ELEVATIONS. 7. NO UNDERGROUND UTILITIES HAVE BEEN LOCATED, THE PRESENCE OF ANY SUCH UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR BEFORE CONSTRUCTION. 8. NO WETLANDS HAVE BEEN DEFINED AND ANY AREAS SHOWN AS MARSH, PONDS OR DITCHES ARE DONE SO FROM VISIBLE SURFACE FEATURES AND IN NO WAY CONSTITUTE A DEFINED WETLAND. 9. THE FLOOD ZONE OF THE EXISTING SELF—SUPPORT TOWER IS AS FOLLOWS; FLOOD ZONE C. SOURCE, FEMA FLOOD MAP FOR FREDERICK COUNTY, VA. COMMUNITY PANEL NUMBER 510063 0105 B. DATED JULY 17, 1978. 10. NO TITLE REPORT WAS FURNISHED FOR THIS SURVEY. 11. THE DATA COLLECTED AND SHOWN ON THIS DRAWING ARE FOR THE PURPOSES OF CONSTRUCTION OF A CELLULAR SHELTER, ANY NECESSARY ANCILLARY EQUIPMENT AND ALL APPROPRIATE EASEMENTS. 12. THIS PROPERTY IS SUBJECT TO ALL MATTERS OF PUBLIC RECORD. 13. THE LOCATION OF THE EXISTING SELF—SUPPORT TOWER (BY OTHERS) IS AS FOLLOWS; THE VALUES LISTED BELOW ARE WITHIN ±50' HORIZONTAL AND ±20' VERTICAL. LATITUDE: 39° 15' 57.1 " N (NAD 27) LONGITUDE: 78' 13' 35.4" W (NAD 27) ELEVATION: 924' AMSL (NGVD 29) GENERAL NOTES APPLICANT INFO: VERIZON WIRELESS PROJECT DATA1 ATTN; DAVE WADSWORTH SITE TYPE CO —LOCATE 9000 JUNCTION DRIVE TOWER TYPE SELF—SUPPORTING TOWER ANNAPOLIS JUNCTION, MD 20701 TOWER HEIGHT 195' TELEPHONE: (301) 512-2000 LEASE AREA 20' X 20' FAX NUMBER: (301) 512-2186 AREA OF LAND DISTURBANCE 300 f S.F. 1-THE PROPOSED FACILITIES WILL CONSIST OF ONE (1) 12' X 30' X 1O'H UNOCCUPIED MODULAR BUILDING AND RECEPTION OF WIRELESS TELECOMMUNICATIONS. FLOOR AREA 300f SF. ALSO 12 PROPOSED ANTENNAS WILL BE INSTALLED ON AN EXISTING 195' SELF—SUPPORTING TOWER. 2. THE EXTERIOR OF THE MODULAR BUILDING IS EXPOSED AGGREGATE. NO WATER OR SANITARY UTILITIES ARE REQUIRED FOR THE OPERATION OF THIS FACILITY. CONDITIONAL USE PERMIT CONDITIONS 1. ALL ZONING ORDINANCE REQUIREMENTS AND REVIEW AGENCY COMMENTS SHALL BE ADDRESSED AND COMPLIED WITH AT ALL TIMES. 2. THE TOWER SHALL BE AVAILABLE FOR CO —LOCATING PERSONAL WIRELESS SERVICES PROVIDERS. 3. A MINOR SITE PLAN SHALL BE APPROVED BY THE COUNTY. 4. THE TOWER SHALL BE REMOVED BY THE APPLICANT OR PROPERTY OWNER WITHIN TWELVE (12) MONTHS OF ABANDONMENT OF OPERATION. 5. IN THE EVENT A TELECOMMUNICATIONS TOWER IS NOT ERECTED WITHIN TWELVE (12) MONTHS OF THE APPROVAL OF THIS CONDITIONAL USE PERMIT, THEN THE CUP WILL BE DEEMED INVALID. 6. A CERTIFIED VIRGINIA ENGINEER SHALL PROVIDE VERIFICATION THAT THE TOWER IS DESIGNED, AND WILL BE CONSTRUCTED IN A MANNER THAT, SHOULD THE 100' TOWER COLLAPSE FOR ANY REASON, THE COLLAPSED TOWER WILL BE CONTAINED IN AN AREA AROUND THE TOWER WITH A RADIUS EQUAL TO, OR LESSER THAN, THE SETBACK, MEASURED FROM THE CENTER LINE OF THE BASE OF THE TOWER. lrchitecture & Engineering 5510 Cherokee Avenue, Suite 110 Alexandria, Virginia 22312 703/25&3344 Fax 7031256.6622 bup:llwww. clarknaxsen. com \00� verion wireless mm�� 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 �, NLT H 0' �r GA�.PIC�KINSON y No. 017919 �sSI�NAL E��1 SITE INFO.: SILVER LAKES COLOCATE SELF SUPPORT TOWER 329 HUNTING RIDGE RD WI NCH ESTER, VA 22603 FREDERICK COUNTY DESIGN: GED DRAWN: WSM REVIEW: JYY TTV DATE: COMM. NO. I M.2 (EE) SUBMITTALS SYM. DESCRIPTION DATE Qo PRELIM. ZONING DWGS 6/14/05 17/18/05 Qi REVISED ZONING DWGS 2Q REVISED ZONING DWGS 8/08/05 0 0 SHEET NAME: SURVEY AND SITE PLAN SHEET NO.: 0 �L COMPOUND C-2 SCALE: 1" = 8'-0" SITE NOTES DETAIL 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TO RESTORE A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MAY BE CUT, OR THAT ARE DAMAGED DURING CONSTRUCTION. ')TING 12' GATE I I � I G 6' TALL INK FENCE EXISTING 8' WOOD UTILITY BACKBOARD N TRUE NORTH FOR 24" X 36" PLOT - 1 " = 5' 0 5' 10' FOR 11 " X 17" PLOT - 1 " = 10'amp %mp CONSTRUCTION NOTES PROPOSED LESSEE 12' X 30' EQUIPMENT SHELTER a aPROPOSED LESSEE ICEBRIDGE aPROPOSED LESSEE 20' X 40' LEASE AREA 4 PROPOSED 3' X 18' COMPOUND EXTENSION DEMOLITION NOTES O18 L.F. OF EXISTING FENCE TO BE REMOVED. AC UNIT STANDARD PANELS W/ AGGREGATE FINISH ALL CABLE PORT AROUND (TYP) OPTION "A" 30'-0" FRONT CABLE PORT STANDARD LOCATION uivi� t . 30,-0" EPDM FASCIA 00 0 i 0 I EXISTING CINGULAR ANTENNAS (12) PROF LESSEE AN REAR SHELTER DETAILS NOT TO SCALE ELEVATION VIEW NOT TO SCALE FF LEFT SIDE FF RIGHT SIDE 3 C-2 EX. TOWER & SHENTEL ANT. NITER [195'-0" f AGL] 5ED LESSEE ANTENNAS _ [1857 0" t AGL 0 RAD C/L] ;TING 195' 'ER NO.57 COARSE AGGREGATE 30TTOM LAYER OF MIRAFI �P570 GEOSYNTHETIC. =XTEND 2' BEYOND TOE OF AGGREGATE SLOPE, FE1- I 1E =I _ALL AROUND. 6" MINIMUM COMPACTED SUBGRADE NOT TO SCALE "E: 3 ELEVATION SHOWS THE INTENDED ATION OF THE PROPOSED EQUIPMENT. )OES NOT INFER THAT A STRUCTURAL �LYSIS HAS BEEN CONDUCTED TO 'IFY THAT THE TOWER CAN SUPPORT PROPOSED LOADS. A SEPARATE UCTURAL LETTER OR REPORT WILL ERMINE THE TOWER ABILITY TO 'PORT THE PROPOSED LOADS. GROUND LEVEL --- HEIGHT = [0'-0 AGLJ q w QTY. TYPE. SIZE (H x W x D) 6 ANTEL LPA-80063 70.87"x14.96"x13.07" 6 ANTEL BSA-1855005 47.4%6.3"x2.0" 5 ANTENNA VIEW �2—J2 NOT TO SCALE MISS UTILITY THE PHYSICAL EVIDENCE OF EXISTING UTILITIES SHOWN ON THIS SURVEY ARE FROM SURFACE EVIDENCE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR BY A UTILITY REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 2 WORKING DAYS BEFORE YOU DIG 1-800-552-7001 (� TOLL FREE MISS UTILITY lrchitecture & Engineering 5510 Cberokee Avenue, Suite 110 Alexandria, Virginia 22312 7031256-3344 Fax 7031256-6622 bttp:llwww. clarknexsen. com \0000 ver►�on wireless 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 O6;�iNLTH 6; t- �a GA E. D CKINSON No. 017919 �4 �SSIDNAL ��Cs SrM INFO.: SILVER LAKES COLOCATE SELF SUPPORT TOWER 329 HUNTING RIDGE RD WINCHESTER, VA 22603 FREDERICK COUNTY DESIGN: GED DRAWN: WSM REVIEW: JYY TTV DATE: COMM. NO. 1890.2 (EE) SUBMITTALS SYM. DESCRIP'T10N DATE Qo PRELIM. ZONING DWGS 6/14/05 Q REVISED ZONING DWGS 7/18/05 zQ IREVISED ZONING DWGS 8/08/05 0 Al SHEET NAME: ENLARGED SITE PLAN AND DETAILS SHEET NO.: 18 1 16 1 e)" �'-n" 14'-0" 8'-0" 8'-0" JUD—Vf\/'1UG FINISH GRADE COMPOUND FENCE DETAIL NOT TO SCALE REFERENCE NOTES: OCORNER. END OR PULL POST 3" NOMINAL SCHEDULE 40 PIPE. ® LINE POST: 2 1 /2" SCHEDULE 40 PIPE, PER ASTM-F1083. LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 8'-0" O.C. OTOP RAIL & BRACE RAIL: 1 1 /2" PIPE, PER ASTM-F1083. ® FABRIC: 9 GA CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392. OTIE WIRE: MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX. 24" INTERVALS. © TENSION WIRE: 9 GA. GALVANIZED STEEL. OBARBED WIRE: DOUBLE STRAND 12-1 /2" O.D. TWISTED WIRE TO MATCH WITH FABRIC 14 GA, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS ® STRETCHER BAR. O3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD. 1 O FENCE CORNER POST BRACE: 1 5/8" DIA. EACH CORNER EACH WAY. 1 1 1 1 /2" MAXIMUM CLEARANCE FROM GRADE. 1� 6" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 6" MIN. COMPACTED 957. BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL. 15 GATE POST 4". SCHEDULE 40 PIPE, FOR GATE WIDTHS UP THRU 7 FEET OR 14 FEET FOR DOUBLE SWING GATE, PER ASTM-F1083. 16 GATE FRAME: 1 1 /2" PIPE, PER ASTM-F1083. "MTS" MULTI -LOCKING DEVICE #MT-C6477, (O.F.C.I.) 1 8 GATE DIAGONAL GALVANIZED STEEL 1 1 /2" PIPE. 19 DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. �O GEOTEXTILE FABRIC 21 LINE POST: CONCRETE FOUNDATION (2000 PSI) ® CORNER POST: CONCRETE FOUNDATION (2000 PSI) ® GATE POST: CONCRETE FOUNDATION (2000 PSI) ® NOT USED © NOT USED ® NOT USED © GATE FRAME BRACE: 1 5/8" DIAMETER. 1. INSTALL FENCING PER ASTM F-567 2. INSTALL SWING GATES PER ASTM F- 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE 1 1 /2" GALV. (HOT DIP, ASTM A120 GRADE "A" STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END -CAPS. 6. USE GALVANIZED HOG -RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. lrchitecture & Engineering 5510 Cherokee Avenue, Suite 110 Alexandria, Virginia 22312 703125&3344 Fax 7031256.6622 http:llwww. clarknexsen. com \0000 veri r wireless 9000 JUNCTION DRIVE ANNAPOLIS JUNCTION, MD 20701 �,p,LTH OF j G G EE. DICKINSON No. 017919 �01VAL SITE INFO.: SILVER LAKES COLOCATE SELF SUPPORT TOWER 329 HUNTING RIDGE RD WINCHESTER, VA 22603 FREDERICK COUNTY DESIGN: GED DRAWN: WSM REVIEW: jyy TTV DATE: COMM. NO. 1890.2 (EE) SUBMITTALS SYM. DESCRIMON DATE PRELIM. ZONING DWGS 6/14/05 Qi REVISED ZONING DWGS 7/18/05 QP IREVISED ZONING DWGS 8/08/05 L SHEET NAME: FENCE DETAILS SHEET NO.: