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Home My WebLink AboutSP201600004 Plan - Approved Special Use Permit 2016-09-07z z� L v in r ��AAA�AAA1 IIII � IIII�I7//�///� i \\�J� 330v 0 30 �3C0 n ➢ 60 j 90= 240 120 210 80 150 MAGNETIC DECLINATION CALCULATED ON: 01-04-16 Milestone COMMUNICATIONS SITE NAME: NOTE TO GENERAL CONTRACTOR NO WORK IS TO BE PERFORMED ON THIS SITE WITHOUT REVIEW OF THE APPROVED STRUCTURAL ANALYSIS, IF ANY DISCREPANCIES ARE FOUND THE GENERAL CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING. AT NO TIME WII L ANY ADDITIONAL ANTENNAS BE INSTALLED WITHOUT WRITTEN CONSENT FROM TOWER ENGINEER. STRUCTURAL NOTE: ADVANTAGE ENGINEERS IS NOT RESPONSIBLE FOR DESIGN OR STRUCTURAL CERTIFICATION OF NEW ANTENNA MOUNTS REQUIRED FOR THE INS'TALLA'TION OF THE PROPOSED EQUIPMENT ASSOCIATED WITH THIS PROJECT. PLEASE REFER TO THE STRUCTURAL ANALYSIS COMPLETED BY OTHERS FOR ALL STRUCTURAL INFORMATION RELATED TO THE ANTENNA MOUNTS ALBEMARLE HIGH SCHOOL,Community , apartment NEW 3,610 S.F. FENCED COMPOUND File# 16 III .. Approved bu the `;:-:card of Sun rvi,-ors SITE INFORMATION SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD 2012 VIRGINIA SFPC CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY, VIRGINIA MAGISTERIAL DISTRICT: JACK JOUE TT ZONING: RA AND EC OVERLAY, AIRPORT IMPACT AREA TAX ACCOUNT ID: 06000-00-00-078AO MAP/PARCEL: 06000/0078A PARCEL SIZE / COMPOUND SIZE: 216.69 AC / 3,610 S.F. SITE COORDINATES: N 38" 04'27.0238" (NAD 83) 1ANTENNA LAYOUT & SCHEDULE W 78' 30' 10.7440" (NAD 83) GROUND ELEVATION: 669'± (DAVID 83) STRUCTURE TYPE: MONOPOLE STRUCTURE HEIGHT: 125'±AGL (TOP OF MONOPOLE) GROUND LANDLORD NAME: ALBEMARLE COUNTY PUBLIC SCHOOLS GROUND LANDLORD ADDRESS: 401 MCINTIRE ROAD CHARLOTTESVILLE, VIRGINIA 22902 APPLICANT: MILESTONE COMMUNICATIONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 APPLICANT PHONE: (703) 620-2555 APPLICANT FAX: (703) 620-8889 II CODE ANALYSIS II BUILDING CODE: 2012 VIRGINIA CONSTRUCTION CODE ELECTRICAL CODE: NEC 2011 FIRE SAFETY CODE: 2012 VIRGINIA SFPC USE GROUP: U (UTILITY) CONSTRUCTION TYPE: IIB PROJECT DESCRIPTION 1. INSTALL NEW 3,610 S.F. FENCED COMPOUND AND NEW 125'-0" MONOPOLE TO BE INSTALLED. 2. NEW ELECTRICAL SERVICE TO BE INSTALLED. 3. NEW TELEPHONE SERVICE TO BE INSTALLED. AND NEW 125 -0 MONOPOLE m Ku CHARLOTTESVILLE, VIRGINIA SCALE: 1" = 2000'-0" 11 DIRECTIONS: HEADING FROM 12110 SUNSET HILLS BOULEVARD: DEPART VA -675 WEST / SUNSET HILLS ROAD TOWARD SPRING STREET. TURN RIGHT ONTO VA -286 S / FAIRFAX COUNTY PARKWAY. TAKE RAMP RIGHT FOR 1-66 WEST. AT EXIT 43A, TAKE RAMP RIGHT FOR US -29 SOUTH. KEEP STRAIGHT ONTO US -15 SOUTH / US -29 SOUTH / LEE HIGHWAY. TURN RIGHT ONTO WEST RIO ROAD. KEEP STRAIGHT ONTO VA -631. KEEP STRAIGHT ONTO WEST RIO ROAD. ROAD NAME CHANGES TO HYDRAULIC ROAD. ARRIVE AT SITE. MILESTONE COMMUNICATIONS REVIEW THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. MILESTONE COMMUNICATIONS ZONING: DATE MILESTONE COMMUNICATIONS S.A.: DATE:_ MILESTONE COMMUNICATIONS CONST.: DATE: MILESTONE COMMUNICATIONS A&E MGR..: DATE: PROPERTY OWNER: DATE: Milestone COMMUNICATIONS 12110S UNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 71170 SAMUEL MORSE DRIVE. SU Tc 1 E COLU,MPIA, MARYLAND'Z1046 PRONE1-143)367-0003 oar1 �dvai�tageengireels.ccm SCHEDULE OF REVISIONS 2 1 07-25-16 REV. PER COMMENTS 1 07-15-16 REV.PER COMMENTS 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES DRAWN BY: TA SHEET INDEX DRAWING SHEET DRAWING TITLE T-1 TITLE SHEET Z-1 SITE PLAN Z-2 ENLARGED SITE PLAN Z-3 2000' RADIUS, 10' CONTOUR MAP C-1 COMPOUND PLAN C-2 LANDSCAPE PLAN C-3 ELEVATION C-4 CONSTRUCTION DETAILS 71 1ANTENNA LAYOUT & SCHEDULE MILESTONE COMMUNICATIONS REVIEW THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. MILESTONE COMMUNICATIONS ZONING: DATE MILESTONE COMMUNICATIONS S.A.: DATE:_ MILESTONE COMMUNICATIONS CONST.: DATE: MILESTONE COMMUNICATIONS A&E MGR..: DATE: PROPERTY OWNER: DATE: Milestone COMMUNICATIONS 12110S UNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 71170 SAMUEL MORSE DRIVE. SU Tc 1 E COLU,MPIA, MARYLAND'Z1046 PRONE1-143)367-0003 oar1 �dvai�tageengireels.ccm SCHEDULE OF REVISIONS 2 1 07-25-16 REV. PER COMMENTS 1 07-15-16 REV.PER COMMENTS 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES DRAWN BY: TA CHECKED BY: SCALE: NOTED JOB NO: M830070.00 DRAWING TITLE: TITLE SHEET DRAWING SHEET: T-1 SHEET NUMBER: 1 OF 9 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY Y s AN REW Ik MILLER: No. 050495 GENERAL NOTES: 1. THIS PLAN WAS PREPARED USING AN APPROVED PLAN ENTITLED SURVEY BY LINCOLN SURVEYING DATED 02-11-2016 AND SHOULD NOT BE CONSTRUED AS 04A FULL BOUNDARY SURVEY. 2. THE PROPOSED FACILITY WILL CAUSE "DE MINIMIS" IN STORMWATER RUNOFF. ADJ O I N E R PROPERTY THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. Q T1 3. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. Miles one OWNER INFORMATION: 4. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (THERE IS NO COMMUNICA'FIONS HANDICAP ACCESS REQUIRED). 12110 SUNSET HILLS ROAD, SUITE 100 5. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR RESTON, VIRGINIA 20190 OWNER NAME: ALBEMARLE COUNTY PUBLIC SCHOOLS SANITARY SERVICE. TEL. (703) 620-2555 SETBACKS MAILING ADDRESS: 401 MCINTIRE ROAD FAX. (703) 620-8889 O CHARLOTTESVILLE, VIRGINIA 22902 6. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD DISTANCE TO NEAREST PROPERTY BOUNDARY — 207'-2" NOTE: CONTOURS SHOWN ON THIS SHEET BASED TAX ACCOUNT //: 06000-00-00-078A0 1988). ON ALBEMARLE COUNTY GIS—WEB DATA DISTANCE TO NEAREST RESIDENCE — 267'-11" 7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE. OWNER NAME: GEORGETOWN GREEN HOME OWNERS ASSOCIATION INC. MAILING ADDRESS: PO BOX 5642 8. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY O CHARLOTTESVILLE, VIRGINIA 22905 SOLID WASTE RECEPTACLES. — N TAX ACCOUNT #: 060FO-00-00-00200 9. ACCORDING TO THE F.I.R.M. COMMUNITY PANEL #51003CO260D, DATED 02-04-2005, THE PROPOSED SITE IS NOT IN A FLOOD PLAIN. 10. A CRITICAL SLOPE WAIVER IS NOT REQUIRED. advantage engineers '7/ 7070 SAMUEL MORSE DRIVE, SUITE 150 EXISTWOODED \\\\ `'`, COLUMBIA, MARYLAND 21046 EXISTING PHONE (443)367-0003 AREA \\\\\\ � FOOTBALL s (NOT SHOWN) www.advantageenoneers.com FIELD 2• ADJOINER PROPERTY \\�\\ SCHEDULE OF REVISIONS OWNER INFORMATION: 2 07-25-16 REV. PER COMMENTS h \ 07-15-16 REV. PER COMMENTS OWNER, OWNER NAME: CHARLES B. & SUE S. STOKE O MAILNG NAME: MARY L, & ADAM C. WYANT ADDRESS: 19 LAMBS ROAD o 06-06-16 REV. PER COMMENTS / MAILING ADDRESS: 170 TERRELL ROAD EAST 1.1 CHARLOTTESVILLE, VIRGINIA 22901 `, ' O CHARLOTTESVILLE, VIRGINIA 22901 REV �• \\\\ � � EXISTING � TAX ACCOUNT #: 06000-00-00-076D0 TAX ACCOUNT #: 06000-00-00-07900 NO DATE DESCRIPTION OF CHANGES PROPOSED 10'-0" WIDE ACCESS EXISTING BUILDING EASEMENT TERMINATING AT LAMBS LANE - \v\ � / WOODED (TYP) DRAWN BY: 7A (SEE SHEET C-1 FOR AREA TO BE GRAVEL) TTS PROPOSED 3,610 AREA r S.F. COMPOUND X 0 EXISTING OWNER NAME: DAVID G. & FORREST R. MITCHELL OWNER NAME: DANIEL G. KRASNEGOR CHECKED BY: N PROPOSED 12'-0" E �� 56 ACCESS ROAD MAILING ADDRESS: 186 TERRELL ROAD EAST MAILING ADDRESS: 25 ROSLYN HEIGHTS ROAD WIDE ACCESS ROAD/ EASEMENT I/ \ �S O CHARLOTTESVILLE, VIRGINIA 22901 1S CHARLOTTESVILLE, VIRGINIA 22901 SCALE: NOTED EXISTING �• TAX ACCOUNT #: 06000-00-00-076D1 TAX ACCOUNT #: 06100-00-00-002BO BASEBALLJOB NO: M830070.00 FIELD ♦ � EES200'-0" RADIUS \ OWNER NAME: JAMES 0. & ELIZA JEAN BALLARD DRAWING TITLE: TREES TO REMAIN ♦ OWNER NAME: DAVID B. & TETI LL O KE AST MAILING ADDRESS: 262 HEBRON COURT ♦ � I MAILING ADDRESS: 190 TERRELL ROAD EAST O CHARLOTTESVILLE, VIRGINIA 22901 14 MADISON, VIRGINIA 22727 SITE ♦ TAX ACCOUNT #: 06000-00-00-070YO TAX ACCOUNT #: 06100-00-00-004A0 i PLAN 2) ♦ OWNER NAME: SHERWIN H. & ELIZABETH M. TERRY OWNER NAME: LOAVES & FISHES FOOD PANTRY MAILING ADDRESS: 185 TERRELL ROAD EAST MAILING ADDRESS: PO BOX 8001 PROPOSED 125'-0" O CHARLOTTESVILLE, VIRGINIA 22901 95 CHARLOTTESVILLE, VIRGINIA 22906 DRAWING SHEET: MONOPOLE TAX ACCOUNT : 06100-00-00-00500 LAT= 38.0741235 TAX ACCOUNT #: 06000-00-00-070X0 # — LONG= —78.5029844 6 , ♦ (APPROX.) � _ EXISTING OWNER NAME: MARY LOUISE ABIDIN OWNER NAME: WORD OF FAITH CHURCH WOODED ` MAILING ADDRESS: 320 TERRELL ROAD WEST MAILING ADDRESS: BOX 7304 AREA 'Z ♦ O CHARLOTTESVILLE, VIRGINIA 22901 16 CHARLOTTESVILLE, VIRGINIA 22906 TAX ACCOUNT #: 060000-00-00-070MO TAX ACCOUNT #: 06100-00-00-00600 ♦ EXISTING ` SHEET NUMBER: ' �TOWNHOUSE (TYR) `�` 2 OF 9 OWNER NAME: JAMES M. COOPER & SHAMIM V. SISSON OWNER NAME: L & M COMMONWEALTH PROPERTIES LLC. MAILING ADDRESS: 330 TERRELL ROAD WEST MAILING ADDRESS: PO BOX 1889 O CHARLOTTESVILLE, VIRGINIA 22901 1% MIDDLEBURG, VIRGINIA 20118 SITE INFORMATION: eSITE PLAN TAX ACCOUNT #: 060000-00-00-07OM1 TAX ACCOUNT #: 06100-00-00-02500 SITE NAME: z1 WALE;V 200•.0•, ALBEMARLE HIGH SCHOOL OWNER NAME: DANIEL A. JR. ROBINSON & SUSAN R. THOMPSON OWNER NAME: CARR WOOD PRODUCTS LLC. SITE ADDRESS: MAILING ADDRESS: 10516 CEDAR AVENUE MAILING ADDRESS: PO BOX 5306 2775 HYDRAULIC ROAD loo,g FAIRFAX, VIRGINIA 22030 18 CHARLOTTESVILLE, VIRGINIA 22905 O TAX ACCOUNT #: 060000-00-00-077A2 TAX ACCOUNT #: 06100-00-00-02700 CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: OWNER NAME: COMMONWEALTH OF VIRGINIA OWNER NAME: YOUNG PROPERTY INVESTMENTS ALBEMARLE COUNTY MAILING ADDRESS: 701 VDOT WAY MAILING ADDRESS: 240 HYDRAULIC RIDGE ROAD #101 10 CHARLOTTESVILLE, VIRGINIA 22911 1g CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 060000-00-00-07700 TAX ACCOUNT #: 06100-00-00-027A1 PST H op OWNER NAME: DAVID & MELISSA SLUTZKY OWNER NAME: EISENHARDT FAIRCLOTH KANGUR & WILHELM LLC MAILING ADDRESS: 405 IVY FARM DRIVE MAILING ADDRESS: 244 HYDRAULIC RIDGE ROAD u, 11 CHARLOTTESVILLE, VIRGINIA 22901 CHARLOTTESVILLE, VIRGINIA 22901 811TAX ACCOUNT # 04400-00-00-034C0 TAX ACCOUNT # 06100-00-00-03600 AN REW M. MILLER 4. �I OWNER NAME: COMMONWEALTH OF VIRGINIA OWNER NAME: OLDE OAK HILL LLC No. 050495 MAILING ADDRESS: 1601 ORANGE ROAD MAILING ADDRESS: 656 EVERGREEN AVENUE 10 CULPEPER, VIRGINIA 22701 21 CHARLOTTESVILLE, VIRGINIA 22902 Know what's below. TAX ACCOUNT #: 06000-00-00-08OD1 TAX ACCOUNT #: 061W1-01-00-00500 0 Call before you dig. 0, �<v MEET r N11rLF� 11E � EE w°reKi ° °a c OWNER NAME: COMMONWEALTH OF VIRGINIA OWNER NAME: ELIZABETH B. WATTS �S co°"s'°TR"rno P°Rsr°°ec'o°o c°"Esm P' cc MAILING ADDRESS: 1601 ORANGE ROAD MAILING ADDRESS: 1526 MINOR RIDGE COURT L 11 CULPEPER, VIRGINIA 22701 22 CHARLOTTESVILLE, VIRGINIA 22902 VIRGN N INEER MT OFn1970"�E TOLMPUfl1ENPNTREGULA➢pJS O TAX ACCOUNT #: 06000-00-00-08OC1 TAX ACCOUNT #: 06100-00-00-03800 LIC N E / 0 0495 GENERAL NOTES: 1. THIS PLAN WAS PREPARED USING AN APPROVED PLAN ENTITLED SURVEY BY LINCOLN SURVEYING DATED 02-11-2016 AND SHOULD NOT BE CONSTRUED AS A FULL BOUNDARY SURVEY. 2. THE PROPOSED FACILITY WILL CAUSE "DE MINIMIS" IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 3. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 4. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. (THERE IS NO HANDICAP ACCESS REQUIRED). 5. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 6. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). 7. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE STREET SIGNS OF ANY TYPE. B. THE PROPOSED DEVELOPMENT DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 9. ACCORDING TO THE F.I.R.M. COMMUNITY PANEL #51003CO260D, DATED 02-04-2005, THE PROPOSED SITE IS NOT IN A FLOOD PLAIN. 10. A CRITICAL SLOPE WAIVER IS NOT REQUIRED. U 1171 iz ENLARGED SITE PLAN Know what's below. Call before you dig. Tna .—IN. DOES NOT IHl— NEO -1 CONSiRUC11ONFM ST BE DONE IN COMPLIANCE WITH THE-PATON& S<FEIY AND HEALTH ACT OF9TTHMC TO-TENANTNEcuu110NS U ADJOINER PROPERTY OWNER INFORMATION: OWNER NAME: ALBEMARLE COUNTY PUBLIC SCHOOLS OWNER NAME: COMMONWEALTH OF VIRGINIA MAILING ADDRESS: 401 MCINTIRE ROAD MAILING ADDRESS: 1601 ORANGE ROAD CHARLOTTESVILLE, VIRGINIA 22902 13 CULPEPER, VIRGINIA 22701 TAX ACCOUNT #: 06000-00-00-078AO TAX ACCOUNT #: 06000-00-00-08OC1 04 Milestone COMMUNICATIONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443)367-0003 www.advantageenEineers.com SCHEDULE OF REVISIONS 2 07-25-16 REV. PER COMMENTS 1 07-15-16 REV. PER COMMENTS 0 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES NO. OWNER NAME: GEORGETOWN GREEN HOME OWNERS ASSOCIATION INC. OWNER NAME: EISENHARDT FAIRCLOTH KANGUR & WILHELM LLC�\ MAILING ADDRESS: 244 HYDRAULIC RIDGE ROAD 23 CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 06100-00-00-03600 OWNER NAME: MARY L. & ADAM C. WYANT 2 O MAILING ADDRESS: PO BOX 5642 CHARLOTTESVILLE, VIRGINIA 22905 ,14 MAILING ADDRESS: 1995 LAMBS ROAD CHARLOTTESVILLE, VIRGINIA 22901 O\ G� TAX ACCOUNT #: 060FO-00-00-00200 NOTED TAX ACCOUNT #: 06000-00-00-08000 M830070.00 OWNER NAME: CHARLES B. & SUE S. STOKE OWNER NAME: MARY L. & ADAM C. WYANT O MAILING ADDRESS: 170 TERRELL ROAD EAST CHARLOTTESVILLE, VIRGINIA 22901 75 MAILING ADDRESS: 1995 LAMBS ROAD CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 06000-00-00-076DO CHARLOTTESVILLE, VIRGINIA 22902 TAX ACCOUNT #: 06100-00-00-03800 TAX ACCOUNT #: 06000-00-00-07900 OWNER NAME: DAVID G. & FORREST R. MITCHELL OWNER NAME: DANIEL G. KRASNEGOR O MAILING ADDRESS: 186 TERRELL ROAD EAST CHARLOTTESVILLE, VIRGINIA 22901 16 MAILING ADDRESS: 25 ROSLYN HEIGHTS ROAD CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 06000-00-00-076D1 TAX ACCOUNT #: 06100-00-00-002BO OWNER NAME: DAVID B. & TETIANA V. KENDALL OWNER NAME: JAMES 0. & ELIZA JEAN BALLARD O MAILING ADDRESS: 190 TERRELL ROAD EAST CHARLOTTESVILLE, VIRGINIA 22901 17 MAILING ADDRESS: 262 HEBRON COURT MADISON,VIRGINIA 22727 TAX ACCOUNT #: 06000-00-00-070YO TAX ACCOUNT #: 06100-00-00-004AO OWNER NAME: SHERWIN H. & ELIZABETH M. TERRY OWNER NAME: LOAVES & FISHES FOOD PANTRY O MAILING ADDRESS: 185 TERRELL ROAD EAST CHARLOTTESVILLE, VIRGINIA 22901 '18 MAILING ADDRESS: PO BOX 8001 CHARLOTTESVILLE, VIRGINIA 22906 TAX ACCOUNT #: 06000-00-00-070X0 TAX ACCOUNT #: 06100-00-00-00500 OWNER NAME: MARY LOUISE ABIDIN OWNER NAME: WORD OF FAITH CHURCH O MAILING ADDRESS: 320 TERRELL ROAD WEST CHARLOTTESVILLE, VIRGINIA 22901 19 MAILING ADDRESS: BOX 7304 CHARLOTTESVILLE, VIRGINIA 22906 TAX ACCOUNT #: 060000-00-00-070MO TAX ACCOUNT #: 06100-00-00-00600 OWNER NAME: JAMES M. COOPER & SHAMIM V. SISSON OWNER NAME: L & M COMMONWEALTH PROPERTIES LLC O MAILING ADDRESS: 330 TERRELL ROAD WEST CHARLOTTESVILLE, VIRGINIA 22901 20 MAILING ADDRESS: PO BOX 1889 MIDDLEBURG, VIRGINIA 20118 TAX ACCOUNT #: 060000-00-00-07OM1 TAX ACCOUNT #: 06100-00-00-02500 OWNER NAME: DANIEL A. JR. ROBINSON & SUSAN R. THOMPSON OWNER NAME: CARR WOOD PRODUCTS LLC. O MAILING ADDRESS: 10516 CEDAR AVENUE FAIRFAX, VIRGINIA 22030 21 MAILING ADDRESS: PO BOX 5306 CHARLOTTESVILLE, VIRGINIA 22905 TAX ACCOUNT #: 060000-00-00-077A2 TAX ACCOUNT #: 06100-00-00-02700 OWNER NAME: COMMONWEALTH OF VIRGINIA OWNER NAME: YOUNG PROPERTY INVESTMENTS 10 MAILING ADDRESS: 701 VDOT WAY CHARLOTTESVILLE, VIRGINIA 22911 22 MAILING ADDRESS: 240 HYDRAULIC RIDGE ROAD #101 CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 060000-00-00-07700 TAX ACCOUNT #: 06100-00-00-027A1 04 Milestone COMMUNICATIONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443)367-0003 www.advantageenEineers.com SCHEDULE OF REVISIONS 2 07-25-16 REV. PER COMMENTS 1 07-15-16 REV. PER COMMENTS 0 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES NO. DRAWING TITLE: ENLARGED SITE PLAN DRAWING SHEET: Z-2 SHEET NUMBER: 30F9 11 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY 11 OWNER NAME: DAVID & MELISSA SLUTZKY MAILING ADDRESS: 405 IVY FARM DRIVE CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 04400-00-00-034C0 OWNER NAME: EISENHARDT FAIRCLOTH KANGUR & WILHELM LLC�\ MAILING ADDRESS: 244 HYDRAULIC RIDGE ROAD 23 CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 06100-00-00-03600 LJ O r 1� rl /' DRAWN BY: TA CHECKED BY: O\ G� SCALE: NOTED JOB NO: M830070.00 DRAWING TITLE: ENLARGED SITE PLAN DRAWING SHEET: Z-2 SHEET NUMBER: 30F9 11 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY 11 OWNER NAME: DAVID & MELISSA SLUTZKY MAILING ADDRESS: 405 IVY FARM DRIVE CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 04400-00-00-034C0 OWNER NAME: EISENHARDT FAIRCLOTH KANGUR & WILHELM LLC�\ MAILING ADDRESS: 244 HYDRAULIC RIDGE ROAD 23 CHARLOTTESVILLE, VIRGINIA 22901 TAX ACCOUNT #: 06100-00-00-03600 LJ O r 1� rl /' O\ G� 12 OWNER NAME: COMMONWEALTH OF VIRGINIA MAILING ADDRESS: 1601 ORANGE ROAD CULPEPER, VIRGINIA 22701 TAX ACCOUNT #: 06000-00-00-08OD1 24 OWNER NAME: OLDE OAK HILL LLC MAILING ADDRESS: 656 EVERGREEN AVENUE CHARLOTTESVILLE, VIRGINIA 22902 TAX ACCOUNT #: 061W1-01-00-00500 AN REW M. MILLER No. 050495 OWNER NAME: ELIZABETH B. WATTS MAILING ADDRESS: 1526 MINOR RIDGE COURT 25/1-0 /- 0, ' 25 CHARLOTTESVILLE, VIRGINIA 22902 TAX ACCOUNT #: 06100-00-00-03800 \� S e2000' RADIUS, 10' CONTOUR MAP 7-3 SCALE- V e 200 -4 - Milestone COMMUNICATIONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443) 367-0003 www.advantageengineers.com SCHEDULE OF REVISIONS 2 07-25-16 REV. PER COMMENTS 1 07-15-16 REV. PER COMMENTS D 06-06-16 REV. PER COMMENTS REV NO. DATE DESCRIPTION OF CHANGES DRAWN BY: TA CHECKED BY: SCALE: NOTED JOB NO: M630070.00 DRAWING TITLE: 2000' RADIUS, 10' CONTOUR MAP DRAWING SHEET: Z-3 SHEET NUMBER: 4 OF9 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY J � AN REW M. MILLER No. 050495 7/2,5/1-0 PROPOSED 12'-0" WIDE ACCESS DRIVE PROPOSED 12'-0" WIDE ACCESS GATE EXISTING TREE TRUNK DIAMETER: 16 IN. CANOPY DIAMETER: 8 FT. HEIGHT: 80 FT� SPECIES: LOCUST EXISTING TREE TRUNK DIAMETER: 10 IN. CANOPY DIAMETER: 10 FT. HEIGHT: 80 FT SPECIES: LOCUST IKUNK UTAMLILK: IJ IN. CANOPY DIAMETER: 20 FT. HEIGHT: 80 FT SPECIES: PARADISE f / EXISTING TREE REMOVED ' TRUNK DIAMETER:R: 200 IN. ANOPY DIAMETER: 20 FT. HEIGHT: 51 FT SPECIES: WILD CHERRY PROPOSED 3'-0" NO—BUILD ZONE PROPOSED 6 GANG METER BOARD PROPOSED 8'-0" TALL CHAIN LINK FENCE WITH SLATS TRUNK DIAMETER: 26 IN. CANOPY DIAMETER: 16 FT. HEIGHT: 80 FT SPECIES: POPLAR COMPOUND PLAN GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, UTILITY COMPANIES OR OTHER PUBLIC AUTHORITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, STATE, COUNTY OR MUNICIPAL AUTHORITIES. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID PROJECT IN ACCORDANCE WITH THE OVERALL INTENT OF THESE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. THIS PLAN WAS PREPARED USING AN APPROVED PLAN ENTITLED SURVEY BY LINCOLN SURVEYING DATED 02-11-2016 AND SHOULD NOT BE CONSTRUED AS A FULL BOUNDARY SURVEY. 8. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS' INCREASE IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE PROPOSED. 9. NO NOISE, SMOKE, DUST, OR ODOR WILL RESULT FROM THIS FACILITY. 10. THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (THERE IS NO HANDICAP ACCESS REQUIRED). 11. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SANITARY SERVICE. 12. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 13. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH RF ENGINEERING PRIOR TO INSTALLATION. 14. MOUNTS AND ANTENNAS ARE DESIGNED TO MEET ANSI/TIA-222-G AS PER 2012 VCC REQUIREMENTS. 15. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 16. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES PRIOR TO EXCAVATING. 17. IF ANY PIPING EXISTS BENEATH THE SITE AREA, CONTRACTOR MUST LOCATE IT AND CONTACT OWNERS REPRESENTATIVE. 18. CONSTRUCTION TO COMMENCE UPON COMPLETION OF A PASSING STRUCTURAL ANALYSIS. STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS. 19. EXISTING FORCE MAIN PIPE AND EASEMENT HAVE BEEN LOCATED AS SHOWN ON A SURVEY BY LINCOLN SURVEYING DATED FEBRUARY 4, 2016 NOTE: LANDSCAPING NOT SHOWN FOR CLARITY, SEE SHEET C-2 FOR DETAILS I Know what's below. Call before you dig. R 1 INREE WORKING DAYS NO1ME 1111 "IT NcLUDI CONS iRUCTONFMUST BE DONE IN CANPLIANCE WITH ME O FAnON& S- AND HEALTH MT OF 1970 AND TO PRUI_ES NANTREGUISNONS 04 Milestone COMMUNICATIONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443) 367-0003 www.advantageengineers.com SCHEDULE OF REVISIONS 2 07-25-16 REV. PER COMMENTS 1 07-15-16 REV. PER COMMENTS D 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES NO. DRAWN BY: TA CHECKED BY: SCALE: NOTED JOB NO: M830070.00 DRAWING TITLE: COMPOUND PLAN DRAWING SHEET: C-1 SHEET NUMBER: 5OF9 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY J � AN REW M. MILLER No. 050495 7/2,5/1-0 r I ' PROPOSED GRAVEL r ' PARKING SPOT (TYR) r I I i N PLANT PALETTE Milestone s1y M 4J� a4i� EASTERN ARBORVITAE THUJA OCCIDENTALIS COMMUNICA'FIONS MINIMUM PLANTING HEIGHT = 4' — 5' 12110 SUNSET HILLS ROAD, SUITE 100 M , M RESTON, VIRGINIA 20190 TEL (703) 620-2555 ai \ \ 17 Z �� \r✓'' " FAX. (703) 620-8889 EXISTING ACCESS / \ f �� DRIVE 4, i u � COUNT: 34 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 / COLUMBIA, MARYLAND 21046 / PHONE (443)367-0003 www.advantageenoneers.com PROPOSED 8'-0" i V J s 4S 1 TALL CHAIN LINK y FENCE WITH SLATS SCHEDULE OF REVISIONS FUTURE 20'-0"x12'—O" LEASE AREA z 07-25-16 REV. PER COMMENTS M S 4.3 1 07-15-16 REV. PER COMMENTS 41 0 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES M NO. S b M 3 � 5 � DRAWN BY: TA tj CHECKED BY: SCALE: NOTED M 3 JOB NO: M830070.00 £ M 3S til 5 4S FUTURE 20'-0"x10'-0" DRAWING TITLE: PROPOSED 12'-0" r„1 FUTURE 10'-0"x10'-0" LEASE AREA PROPOSED AT&T WIDE ACCESS GATE LEASE AREAGENERATOR PROPOSED 12'-0" LEASE AREAFUTURE 0"x10'-0" ON CONCRETE PAD WIDE ACCESS DRIVE --- M LANDSCAPE PLAN Ir sa PROPOSED 20'-0"x 10'-0" I I —iI I I , I I I 1I 1Ir . -�--� -•�• AT&T CONCRETE DRAWING SHEET: EQUIPMENT PAD C-2 a Li I I I I I I I FUTURE I I I I I I I MESA CABINET SHEET NUMBER: St s 6OF9 SITE INFORMATION: I I I q }y 3 EXISTING TREE TO BE SITE NAME: REMOVED ALBEMARLE HIGH SCHOOL TRUNK DIAMETER: 20 IN. CANOPY DIAMETER: 20 FT. HEIGHT: 51 FT SITE ADDRESS: SPECIES: WILD CHERRY 2775 HYDRAULIC ROAD PROPOSED 125'—LE s s �y) CHARLOTTESVILLE, VIRGINIA LAT= 38.0741235 22901 LONG= —78.5029844 (APPROX.) JURISDICTION: EXISTING TREE s �s M ALBEMARLE COUNTY TRUNK DIAMETER: 16 IN.�i1 CANOPY DIAMETER: 8 FT. HEIGHT: 80 FT F SPECIES: LOCUST M £ M � O / - 5 PROPOSED 6 GANG elk"- EXISTINGtz!!t�METER BOARD TREE s �' 3 PROPOSED 12'-0"x11'-5" TO BE REMOVED s 4S AT&T EQUIPMENT SHELTER TRUNK DIAMETER: 15 IN. t.1 CANOPY DIAMETER: 20 FT. LANDSCAPE PLAN W M. MILLER HEIGHT: 80 FT EXISTING TREE PROPOSED AT&T EXISTING TREE SPECIES: PARADISE TO BE REMOVED ICE BRIDGE �.z SCALE. s/1s--1 D TRUNK DIAMETER: 10 IN. (TOP OTING F TREEOOEDED LEVATIONA IN CANOPY TRUNK DIAMETER: DIAMETER:221IN. FT. . 050495 CANOPY DIAMETER: 10 FT.HEIGHT: 80 FT WOODED AREA IS t 650 AMSL) EXISTING TREE HEIGHT: 80 FTSPECIES: LOCUST TRUNK DIAMETER: 26 IN. SPECIES: MAPLE /._CANOPY DIAHEIGHT:80 FT\�`VSPECIES: POPLA16 R\\ G TOP OF LIGHTNING ROD 127'—O"± AGL TOP OF MONOPOLE / ACPS ANTENNA RAD CENTER 125'—O"± AGL AT&T ANTENNA RAD CENTER 115'-0"t AGL FUTURE ANTENNA RAD CENTER 105'-0"f AGL PROPOSED 12'-0"x11'-5" AT&T EQUIPMENT SHELTER PROPOSED AT&T GENERATOR ON CONCRETE PAD PROPOSED 20'-0"x10'-0" AT&T CONCRETE EQUIPMENT PAD PROPOSED 8'-0" TALL CHAIN LINK FENCE WITH SLATS PROPOSED 2' 4 LIGHTNING ROD (MAX DIAMETER 1") Milestone COMMUNICA'FIONS 12110 SUNSET HILLS ROAD, SUITE 100 PROPOSED ACPS RESTON, VIRGINIA 20190 ANTENNA ARRAY TEL. (703) 620-2555 FAX. (703) 620-8889 TOP POLE DIAMETER APPROXIMATELY 24" (VERIFY WITH TOWER MANUFACTURER) PROPOSED AT&T ANTENNA ARRAY (SEE SHEET A-1 FOR MORE DETAILS) FUTURE ANTENNA advantage engineers ARRAY (TYP) 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443)367-0003 www.advantageenoneers.com SCHEDULE OF REVISIONS MID LEVEL POLE DIAMETER 2 07-25-16 REV. PER COMMENTS APPROXIMATELY 39" (VERIFY WITH TOWER MANUFACTURER) 1 07-15-16 REV. PER COMMENTS 0 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES NO. DRAWN BY: TA CHECKED BY: SCALE: NOTED JOB NO: M830070.00 DRAWING TITLE: ELEVATION DRAWING SHEET: PROPOSED 125'-0" MONOPOLE, MATTE GALVANIZED STEEL FINISH C=3 SHEET NUMBER: 7OF9 ALL CONDUITS TO BE ROUTED SITE INFORMATION: THROUGH PROPOSED MONOPOLE SITE NAME: PROPOSED ICE ALBEMARLE HIGH SCHOOL BRIDGE (TYP) SITE ADDRESS: 2775 HYDRAULIC ROAD BOTTOM POLE DIAMETER CHARLOTTESVILLE, VIRGINIA APPROXIMATELY 54" 22901 \ (VERIFY WITH TOWER MANUFACTURER) JURISDICTION: ALBEMARLE COUNTY J" I I II I I I I 569' GRADE AMSL eELEVATION C-3 WALE: 118". T-0" AN REW M. MILLER No. 050495 o z a II �IL'_O,. 0 OD (RIGID STEEL CONDUIT PLUG STANDARD GAUGE FOR SPARE CONDUIT) RIGID STEEL INTERMEDIATE POST CONDUIT COUPLING 3" STANDARD GAUGE CONCRETE PAD 4. TENSION BAR DE 1.5" STANDARD GAUGE PIPE 3/8 -STEEL TRUSS e 7 GAUGE GALVANIZED RIGID STEEL TENSION WIRE CONDUIT SWEEP Z ELBOW THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE INSTALLED THROUGH THE STABILIZED CONSTRUCTION PJC SCHEDULE 40 RIGID STEEL TO SIZE AS SHOWN PVC ADAPTOR ON LAYOUTS CONDUIT STUB -UP DETAIL e x.r.a 3/8" -STEEL CROSSBRACING AT GATES 4" STANDARD 2" STANDARD GATE GAUGE PIPE NOTE: WEED CONTROL FABRIC SHALL BE USED UNDER ACCESS DRIVE WITH A 36" MINIMUM OVERLAP. GEOTEXTILE FABRIC CONTRACTOR SHALL INSTALL FABRIC PER MANUFACTURERS RECOMMENDATIONS. MIRAFI 50OX OR APPROVED EQUAL 6'-0" � 6'-0" 2% MIN. 2% MIN. COMPACTED SUB—GRADE OR 4" OF 3A MODIFIED STONE ENGINEERED FILL. SUBSURFACE SPREAD AND COMPACT SHALL BE FREE OF ALL UNSUITABLE MATERIAL AND SHALL BE COMPACTED TO A MINIMUM 95% OF MODIFIED PROCTOR DENSITY. CROSS SLOPE SHALL APPLY TO SUB—GRADE. VINYL ACCESS DRIVE DETAIL SLATS l 1 C4 x.T.s. 10'-0" O.C. (MAX) STANDARD GAUGE 1.5" STANDARD2" GAUGE PIPE INTERMEDIATE POST 3" STANDARD GAUGE GROUND PRIOR TO PLACING STONE. CORNER AND END POST 4. TENSION BAR M830070.00 1.5" STANDARD GAUGE PIPE 3/8 -STEEL TRUSS 7 GAUGE GALVANIZED 5. TENSION WIRE �L. • .I L. • .I L. „ , FINISH GRADE i��Y`„\�j 6” MIN 57 :lI lI CLEAN STONE 1" GAP BETWEEN ' 6'-0" 6'-0" SLATS AND GRAVEL 12'-0" TYPICAL FENCE AND GATE DETAIL C4 N.T.L 10'-0" MINIMUM 5'-0" MINIMUM MOUNTABLE 3'-0" BERM (6" MIN.) l\NIEXISTING\MINIMUM 6" OF 2'-3" GROUND AGGREGATE OVER LENGTH AND WIDTH OF STRUCTURE EARTH FILI A4(PIPE AS NEC --GEOTEXTILE CLASS "C" OR BETTER 5:1 PAVEMENT 6 -0 MAX. TER TO -- CEN - CENTER 36 IN. MIN. FENCE POST LENGTH WOVEN SILT FILM GEOTEXTILE FLOW EMBED GEOTEXTILE MIN. OF 8 IN. VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF GEOTEXTILE Poncc awwm^u STEP 1 _FENCE POST 18 IN. MIN. ABOVE GROUND UNDISTURBED GROUND FENCE POST DRIVEN \—A MIN. OF 16 IN. INTO THE GROUND STEP 2 POSTS � r 1 STAPLE STAPLE STAPLE STAPLE TWIST POSTS TOGETHER STEP 3 STEP 4 ® STAPLE STAPLE 1 STAPLE STAPLE CONSTRUCTION SPECIFICATIONS FINAL CONFIGURATION 1. LENGTH - MINIMUM OF 10'. JOINING TWO ADJACENT SILT 2. WIDTH - 12' MINIMUM, SHOULD BE FLARED AT THE EXISTING FENCE SECTIONS (TOP VIEW) ROAD TO PROVIDE A TURNING RADIUS FENCE POST LENGTH 16 IN. INTO GROUND 16 IN. MIN. HEIGHT OF NOVEN SILT FILM GEOTEXTILE IN. MIN. DEPTH INTO GROUND 1. USE WOOD POSTS 1 -3/4"x1 -3/4"x1/16 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODED POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT. 2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART. 3. USE WOVEN SILT FILM GEOTEXTILE AS SPECIFIED BY LOCAL AUTHORITIES MATERIALS AND FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID—SECTION. 4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS AS SPECIFIED BY LOCAL AUTHORITIES. 5. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND, BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF FABRIC. 6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST , AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. 7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE. 8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE. e5 SILT FENCE DETAIL x.TJti Milestone COMMUNICA'T'IONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443)367-0003 www.advantageenoneers.com SCHEDULE OF REVISIONS 2 07-25-16 REV. PER COMMENTS 1 07-15-16 REV. PER COMMENTS D 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES NO. EXISTING 3. GEOTEXTILE FABRIC (FILTER CLOTH) SHALL BE PLACED OVER EXISTING PAVEMENT GROUND PRIOR TO PLACING STONE. SCALE: 4. STONE - CRUSHED AGGREGATE (2" TO 3') OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT SHALL BE PLACED AT M830070.00 LEAST 6" DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE. 5. SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED Z THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE INSTALLED THROUGH THE STABILIZED CONSTRUCTION g ENTRANCE SHALL BE PROTECTED WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 6" OF STONE OVER `o THE PIPE. PIPE HAS TO BE SIZED ACCORDING TO THE DRAINAGE. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY A PIPE WILL NOT BE NECESSARY. PIPE SHOULD BE SIZED ACCORDING TO THE AMOUNT OF 1 RUN-OFF TO BE CONVEYED. A 6" MINIMUM WILL BE REQUIRED. 6. LOCATION - A STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABILIZED CONSTRUCTION ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE DETAIL C-4 N.T.S. FENCE POST LENGTH 16 IN. INTO GROUND 16 IN. MIN. HEIGHT OF NOVEN SILT FILM GEOTEXTILE IN. MIN. DEPTH INTO GROUND 1. USE WOOD POSTS 1 -3/4"x1 -3/4"x1/16 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODED POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT. 2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART. 3. USE WOVEN SILT FILM GEOTEXTILE AS SPECIFIED BY LOCAL AUTHORITIES MATERIALS AND FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID—SECTION. 4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS AS SPECIFIED BY LOCAL AUTHORITIES. 5. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND, BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF FABRIC. 6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST , AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. 7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE. 8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE. e5 SILT FENCE DETAIL x.TJti Milestone COMMUNICA'T'IONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443)367-0003 www.advantageenoneers.com SCHEDULE OF REVISIONS 2 07-25-16 REV. PER COMMENTS 1 07-15-16 REV. PER COMMENTS D 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES NO. DRAWING TITLE: CONSTRUCTION DETAILS DRAWING SHEET: C-4 SHEET NUMBER: 8 OF 9 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY AN REW M. MILLER No. 050495 7/2,5/10 DRAWN BY: TA CHECKED BY: SCALE: NOTED JOB NO: M830070.00 DRAWING TITLE: CONSTRUCTION DETAILS DRAWING SHEET: C-4 SHEET NUMBER: 8 OF 9 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY AN REW M. MILLER No. 050495 7/2,5/10 B-4 ANTENNA C-1 ANTENNA B-3 ANTENNA B-2 ANTENNA C-2 ANTENNA B-1 ANTENNA C-3 ANTENNA ANTENNA PLAN SCALE: ,^ • 2'-0^ APPROX. 28"0 ® 115' AGL (VERIFY WITH TOWER MANUFACTURER) PROPOSED 12'-6" LOW PROFILE ANTENNA PLATFORM WITH HANDRAIL KIT C-4 ANTENNA PROPOSED COMMSCOPE SBNHH-1D65B ANTENNA (TYP OF 4 PER SECTOR, 12 TOTAL) A-1 ANTENNA PROPOSED RRH (TYP OF 12) A-2 ANTENNA AT&T ANTCTOR 7 fNNA gZ,tta [v/ ANTENNA PROPOSED 125'-0" MONOPOLE PROPOSED DC6 SURGE SUPPRESSOR (TYP OF 2) A-4 ANTENNA m I N PROPOSED ANTENNA SCHEDULE LOCATION I AZIMUTH I CENTER I STATUS I TECHNOLOGY I ANTENNA MODEL # I# OF RRU I COAX SIZE I COAX LENGTH aC A-1 110' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-1D658 2 ALL 1-1/4" 200'—D" Q 230' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-1D65B 1 ALL 1-1/4" (SHARED) (SHARED) LUB-3 = A-2 110' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-1D658 1 ALL 1-1/4" 200'—D" J A-3 11U 115'-0" PROPOSED 700/1900/2100/2300 SBNHH—iD65B 1 ALL 1-1/4" (SHARED) (SHARED) Q A-4 11U 115'-0" PROPOSED 700/1900/2100/2300 SBNHH—iD65B 1 ALL 1-1/4" (SHARED) (SHARED) aC B-1 230' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-1D65B 2 ALL 1-1/4" (SHARED) (SHARED) FB-2 C-2 230' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-1D65B 1 ALL 1-1/4" (SHARED) (SHARED) LUB-3 230' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-1D65B 1 ALL 1-1/4" (SHARED) (SHARED) B-4 230' 115'-0" PROPOSED 700/1900/2100/2300 SBNH1-1-11)658 1 ALL 1-1/4" (SHARED) (SHARED) aC C-1 350' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-11)6513 2 ALL 1-1/4" (SHARED) (SHARED) G C-2 350' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-11)6513 1 ALL 1-1/4" (SHARED) (SHARED) QC-3 350' 115'-0" PROPOSED 700/1900/2100/2300 SBNH1-1-11)658 1 ALL 1-1/4" (SHARED) (SHARED) C-4 350' 115'-0" PROPOSED 700/1900/2100/2300 SBNHH-1D65B 1 ALL 1-1/4" (SHARED) (SHARED) PROPOSED MANUFACTURER ANTENNA MODEL # QUANTITY HEIGHT I WIDTH I DEPTH I WEIGHT ANTENNA CONFIGURATION COMMSCOPE SBNHH—iD65B 12 72.9" 1 11.9" 1 7.1" 1 49.6 LBS NOTE: ANTENNA LAYOUT IS TYPICAL FOR ALL PROPOSED AND FUTURE INSTALLATIONS. WHILE FINAL DESIGNS MAY VARY, ANTENNA PARAMETERS WILL NOT EXCEED MAX DIMENSIONS SHOWN ON THIS SHEET. 72.9„ NOTE: ALL ANTENNAS TO BE PAINTED NON—REFLECTIVE GRAY (TO BE APPROVED BY MILESTONE) ANTENNA WEIGHT = 49.6LBS. SBNHH-1D65B ANTENNA MOUNTING DETAIL-1D65B ANTENNA MOUNTING DETAIL A-, N.T.S. 04 Milestone COMMUNICATIONS 12110 SUNSET HILLS ROAD, SUITE 100 RESTON, VIRGINIA 20190 TEL. (703) 620-2555 FAX. (703) 620-8889 advantage engineers 7070 SAMUEL MORSE DRIVE, SUITE 150 COLUMBIA, MARYLAND 21046 PHONE (443)367-0003 www.advantagaanone rs.com SCHEDULE OF REVISIONS 2 07-25-16 REV. PER COMMENTS 1 07-15-16 REV. PER COMMENTS D 06-06-16 REV. PER COMMENTS REV DATE DESCRIPTION OF CHANGES NO. DRAWN BY: TA CHECKED BY: SCALE: NOTED JOB NO: M830070.00 DRAWING TITLE: ANTENNA LAYOUT & SCHEDULE DRAWING SHEET: A-1 SHEET NUMBER: 9 OF 9 SITE INFORMATION: SITE NAME: ALBEMARLE HIGH SCHOOL SITE ADDRESS: 2775 HYDRAULIC ROAD CHARLOTTESVILLE, VIRGINIA 22901 JURISDICTION: ALBEMARLE COUNTY AN REW M. MILLER No. 050495 7/2,5/1-0