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HomeMy WebLinkAboutARB201300016 Legacy Document 2014-04-16E 0 veriLn wireless DIRECTIONS TO SITE FROM RICHMOND: MERGE ONTO 1 -64 W. TAKE THE VA -20 EXIT, EXIT 121, TOWARD CHARLOTTESVILLE /SCOTTSVILLE. TURN LEFT ONTO VA -20 S. TURN LEFT ONTO VA -53. VA -53 IS 0.1 MILES PAST COLLEGE RD. IF YOU ARE ON VA -20 S AND REACH VA -20 N YOU'VE GONE A LITTLE TOO FAR. 1240 THOMAS JEFFERSON PKWY IS ON THE LEFT. p.— o 7 PROJECT SITE Simeon LOCAL MAP / chbrlottes Ille { �" ter'• 5 4 °n. n.e. � .,, _ s9 SR 1170 PROJECT SITE 53, VICINITY MAP Noah 4 North SIMEON ORROCK PROPERTY 1240 THOMAS JEFFERSON PARKWAY CHARLO ESVI L VA 22902 PROJECT DESCRIPTION INSTALLATION OF MONOPOLE, COMPOUND AND OPERATION OF ANTENNAS AND BASE STATION EQUIPMENT IN A RAW -LAND LEASE AREA UTILITIES INFORMATION: 2 WORKING DAYS EMERGENCY INFORMATION POWER: DOMINION VIRGINIA POWER BEFORE YOU DIG 1- 888 - 667 -3000 811 LOCAL FIRE AND EMERGENCY SERVICES TELEPHONE: CENTURY LINK TOLL FREE (434) 296 -5833 MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH 1- 888- 768 -1847 (434) 296 -5807 APPRn\IAI ACOUISRION MANAGER. SIGNATURE PHONE NUMBER UA1C — ENSITE SITE PLAN zREVISED ENSITE SITE PLAN CONSTRUCTION MANAGER. SIGNATURE PHONE NUMBER DATE JYY 08/06/12 TOWER TYPE MONOPOLE RE ENGINEERING: SIGNATURE PHONE NUMBER DATE AREA OF LAND DISTURBANCE 1,460 SF GEOGRAPHIC COORDINATES 11 /21/12 NETWORK OPS MANAG: SIGNAIURE ",ONE NUMBER 78' 26' 52.9" W NAD83 GROUND ELEV (AMSL): 631.0' t AMSL NAVD88 DATE REV/ NO. DESCRIPTION //1�\ �2 REVIEW SET — ENSITE SITE PLAN zREVISED ENSITE SITE PLAN AREVISED REVIEW SET CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEYSEN 1331 L STREET NW, SUITE 600 WASHINGTON, DC 20005 PROJECT MANAGER: STUART PATTERSON, PE TELEPHONE: (202) 461 -3287 FAX NUMBER: (202) 461 -3266 SURVEY: HAYDEN FRYE AND ASSOCIATES, INC 333 KELLAM ROAD, SUITE 200 VIRGINIA BEACH, VA 23462 -2746 CONTACT: HAYDEN FRYE, L.S. TELEPHONE: (757) 491 -7228 BY DATE REVS. NO. SPP 07/25/12 (804) 321 -0398 JYY 07/25/12 PARCEL ID JYY 08/03/12 //7 �L�L JYY 08/06/12 TOWER TYPE DESCRIPTION BY DATE APPLICATION DRAWINGS JYY 09/24/12 ENSITE PLAN JYY 11/21/12 REVISED APPLICATION DRAWINGS JYY 11/26/12 PROJECT SUMMARY SITE INFORMATION PROPERTY OWNER SIMEON JEANNETTE S. ORROCK 1240 THOMAS JEFFERSON PKWY 1240 THOMAS JEFFERSON PKWY CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 APPLICANT INFORMATION VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CONTACT: DAVE WADSWORTH TELEPHONE: (804) 514 -6567 FAX NUMBER: (804) 321 -0398 PROJECT DATA ZONING RA, EC PARCEL ID 092000000005AO JURISDICTION ALBEMARLE COUNTY SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 97.0' AGL LEASE AREA 1,600 SF AREA OF LAND DISTURBANCE 1,460 SF GEOGRAPHIC COORDINATES 11 /21/12 LATITUDE: 3T 59' 50.0" N NAD83 LONGITUDE: 78' 26' 52.9" W NAD83 GROUND ELEV (AMSL): 631.0' t AMSL NAVD88 ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION SITE WILL NOT BE SERVED BY CITY SEWER OR WATER, INDEX OF DRAWINGS Sheet Number Sheet Title GENERAL G -1 COVER SHEET CIVIL C -1 SITE PLAN C -1A AREA MAP C -1B TREE INVENTORY C -2 ENLARGED SITE PLAN C -2A ENLARGED GRADING PLAN C -28 EROSION AND SEDIMENT CONTROL DETAILS AND DESCPIPTION SPECIFICATIONS C -3 ELEVATION VIEW C -4 CIVIL DETAILS SHEET TOTAL. 9 rchitecture & Engineering 1331 L STREET, N VV SUITE 600 WASHINGTON, DC 20005 202.461.3260 FAX 202-461.3266 WWW.CLARKNEXSEN.COM veriZen wireless 1831 RADY COURT RICHMOND, VA 23222 ,��, � JUSTPV Y. YOON Y Lic. No. 42897 1 NA I SLTE INFO.: SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: Iw TTV DATE 07/10)07 COMM. NO. 3036.084 SUBMITTALS SYHL DESCPIPTION DATE EVIEW SET 7/25/12 : SITE srrE PLAN 7/25/12 a EASED ENsrrE SrrE PLAN /03/12 • EAsm REVIEW SET /06/12 s PUCATION DRAWINGS /24/12 SITE PLAN 11 /21/12 EVISED APPUCAT10N DWGS 11/26/12 SHEET NY1E COVER SHEET I SHEEr NO.: G-1 I E S ABBREVIATIONS 0, DIA DIAMETER 1 NUMBER A/C AIR CONDITIONING ADA AMERICANS WITH DISABILITIES ACT AFG ABOVE FINISHED GRADE AGL ABOVE GROUND LEVEL AMSL ABOVE MEAN SEA LEVEL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS C, C/L CENTERLINE CONIC CONCRETE D.B. DEED BOOK DWG(S) DRAWINGS E EAST ELEV ELEVATION ENODE B RF CABINET EOE EXISTING OVERHEAD ELECTRIC EZBFO BATTERY BACKUP CABINET (F) FOUND FE FINISHED FLOOR ELEVATION FIRM FLOOD INSURANCE RATE MAP GIs GEOGRAPHIC INFORMATION SYSTEM GPIN GRID PARCEL IDENTIFICATION NUMBER GPS GLOBAL POSITIONING SYSTEM ID IDENTIFICATION INC INCORPORATED INV INVERT INFO INFORMATION LIP LIGHT POLE /LAMP POST LLC LIMITED LIABILITY CORPORATION LS LAND SURVEYOR LTE LONG TERM EVOLUTION MAX MAXIMUM MG MATCH GRADE MHz MEGAHERTZ MIN MINIMUM N NORTH NW NORTHWEST NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NO NUMBER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PP POWER POLE P.B. PLAT BOOK PE PROFESSIONAL ENGINEER PG. PAGE PROD. PROJECT RF RADIO FREQUENCY S SOUTH SCH SCHEDULE SF SQUARE FOOT /FEET STD STANDARD TOC TOP OF CONCRETE TTV TECHNICAL TEAM VISIT TYP TYPICAL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK W WEST W.B. WILL BOOK N46'29'47"W 25.19' — 0 0 PP �? EL54 # PP s PP \,�EL53 L 1. NEW VERIZON WIRELESS 1,600 SF LEASE AREA Ty FFOR " FOR 11 X 17 " PLOT - 1" = 200' 0 100' 200' IRON (F) 2. NEW VERIZON WIRELESS NON- EXCLUSIVE 20' WIDE �jr/ 9S INGRESS /EGRESS AND UTLITY EASEMENT T.M.P. 92 -2E ry N/F DWRD, STANLEY JR OLI EA ESTATE qy� ����C os6o�cF� 5r W.B. 76 /PG. 632 �F �S` pp 159.64 ACRES S�J �jL ffL90 ZONED RA 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202. 461.3260 FAX 202461 3266 veriZon wireless ATE INPD.: 1831 RADY COURT RICHMOND, VA 23222 U/, JUSTN Y. YOON� �-- Lic. No. 42897 r ONA 1, C?� SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: jyy OLI&Da �i M THIS SITE IS NOT LOCATED WITHIN A D 1 REVIEW SET COUNTY DESIGNATED CONSERVATION ENSITE SITE PLAN Qi REVISED ENSITE SITE PLAN EASEMENT. 1 s REVISED REVIEW SET _ 5 1 D9 /24/12 / N REVISED APPLICATION DINGS - -� T.M.P. 92 -4 i THIS SITE IS NOT LOCATED WITHIN ANY 1 N / JEANNETTE S. ORROCK F AREA DESIGNATED AS AN AGRICULTURAL FORESTAL W.B. 79 /PG. 310 OR DISTRICT. ` D.B. 330 /PG. 57 ZONED RA / 155.98 S68 %p �- 6'$ SURVEYOR'S NOTES T.M.P. 92 -5A Exi N/F JEANNETTE S. ORROCK W.B. 80 /PG. 767 /' 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC O usE 1495 /'' D.B. 1491/PG. SURVEY PERFORMED BY HAYDEN FRYE AND TES ON / 5.6 1 ACRES ZONED RA N/F THOMAS JEFFERSON MEMORIAL FOUNDATION, INC. >/ 3/07 METES AND BOUNDSI WEREACOMPI EI D FROM PLATS D.B. 690 /PG. 465 AND TAX MAP. NO BOUNDARY SURVEY WAS PERFORMED BY 781.9 ACRES HAYDEN FRYE AND ASSOCIATES, INC. T.M.P. 92 -5 N/F JEANNETTE S. ORROCK <' ' ZONED RA \ 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE W.B. 80 /PG. 767 SEE ENLARGED SITE REPORT #2771 -00521 PREPARED BY CHICAGO TITLE INSURANCE 17.7 ACRES PLAN, SHEET C -2 ZONED RA \ COMPANY DATED 7/23/07. 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS �- OF RECORD. _ 2� EX /STING AT &T 1 rowER nPP \ 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD 75" METAL Q1 L ® %fL53 �,, T.M.P. \`� INSURANCE RATE MAPS AND DOES NOT IMPLY THAT THE _bTVERT P /PE A5" ML7AL \`iD� / 92 -6 PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE. CULVERT PIPE,;o, /'' N/F STANLEY WOODWARD, JR. \`` EX /STING NTELOS A o W.B. 76 /PG. 632 5. THIS SITE APPEARS TO BE LOCATED IN THE "X" -___ / TOWER 1 D.B. 664 /PG. 525 �'' 17.5 ACRES F.I.R.M. ZONE AS SHOWN ON COMMUNITY PANEL NUMBER 510006 0450 D I \ FALL ZONE RADIUS ZONED RA EFFECTIVE DATE 2/4/05. I 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY HAYDEN FRYE AND ASSOCIATES, INC. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON STATE LEGEND GRID NORTH, (SOUTH ZONE). MAGNETIC DECLINATION IS J COMPUTED AND NOT OBSERVED. EXISTING NEW 8. NO WETLAND AREAS HAVE BEEN DEUNEATED. oy�'a /��OS� coNC CONCRETE 9 PHYSICAL EVIDENCE EVIDENCE. F UTILITIES SHOWN ON THIS SURVEY S FROM PROPERTY LINE LEASE AREA EASEMENT 10. THE TEMPORARY BENCHMARK COULD NOT BE FOUND. BUILDING (FOOTPRINT) X3F— FENCE I TREEUNE EDGE OF PAVEMENT EDGE OF GRAVEL I I EOL OVERHEAD ELECTRIC -- 785 - -- —786 -- CONTOURS MONOPOLE POWER POLE R� TP TREE PROTECTION I © LEASE NOTES GRAPHIC SCALE(S) 1. NEW VERIZON WIRELESS 1,600 SF LEASE AREA Ty FFOR " FOR 11 X 17 " PLOT - 1" = 200' 0 100' 200' IRON (F) 2. NEW VERIZON WIRELESS NON- EXCLUSIVE 20' WIDE �jr/ 9S INGRESS /EGRESS AND UTLITY EASEMENT T.M.P. 92 -2E ry N/F DWRD, STANLEY JR OLI EA ESTATE qy� ����C os6o�cF� 5r W.B. 76 /PG. 632 �F �S` pp 159.64 ACRES S�J �jL ffL90 ZONED RA 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202. 461.3260 FAX 202461 3266 veriZon wireless ATE INPD.: 1831 RADY COURT RICHMOND, VA 23222 U/, JUSTN Y. YOON� �-- Lic. No. 42897 r ONA 1, C?� SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: jyy OLI&Da �i M DESC7UMION D 1 REVIEW SET x ENSITE SITE PLAN Qi REVISED ENSITE SITE PLAN M /03/12 s REVISED REVIEW SET 08/06/12 5 PLIGITION DRAWINGS D9 /24/12 ENSTTE PLAN 11/21/12 REVISED APPLICATION DINGS 11/26/12 SHEET WME SITE PLAN SHEET NO.: C -1 I R Y E NOTES 1. � OF TOWER LATITUDE: 3T 59' 50.0' N LONGITUDE: 78' 26' 52.9' W ELEVATION: 631.0' 2. 2000' RADIUS FROM � OF TOWER 3. EXISTING DWELLING, TYP lure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2( 202-461.3260 FAX 202461 veriZn wireless 1831 RADY COURT RICHMOND, VA 23222 JUSTIN Y. YOON v Lic. No. 42897 O ls` ,ONAL �~ SITE INFO.: SIM EON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: My I COMM. NO. 3036.084 1 SYKI DESICNIFIION DATE EVIEW SET 7/25/12 : SITE PUN 07/25/12 MENSITE REVISED ENSITE SITE PUN 08 /03/12 /� I REVISED REVIEW SET /06/72 ! ENSRE PUN 11/21/12 /, REVISED All. ION DWDS 11/28/12 SHEEF NM1E AREA MAP C -1A 1L)" DEAD TREE (1300) ---' 10" DEAD TREE (1301) 26 " WHITE ASH (I J02) NOTE EXISTING TOWERS ON ADJACENT SITE: AT &T TOP OF TOWER = ELEV. 717.44 NTELOS TOP OF TOWER = ELEV. 716.44 V?"/-- \ 30" CWK (002) \ REFERENCE TREE 24" OAK (003) 6 " LOCUST (1313) 1 1 1 I I 1 EXIST/ \ GRA ✓EL EL � I � J / 8 " OAK (006) 1 0r' DEMOLITION NOTES 1. REMOVE EXISTING TREE 36" WHITE OAK (00.5) ' 14-DEAD TREE (1 -305) I � � _0 I V / \ 0 36" DOUBLE OAK (001) =1 I -- I I i , I Jp \N�S� . - - - - - - - - - - - I 10" TREE (UNKNOWN) EX /ST /NO AT &T LEASE AREA (FORMERLY TRITON PCS) (0.8 2179 1PAGE 603) 16 " TULIP POPLAR (004) EXISTING AT &T TOWER I \ o \ I 18" OAK \ (007) \ I J B` ASH (1307) 6 "" HICKORY (13161) _ J�I 6" ASH (1317) I1 1— 70" HICKORY (1318) I — �PANIsI O\ 25" OAK (1320) 24 "' DOUBLE OAK (7308) NOTES 0 tLOWW"11 11 '1 rchitecture & Engineerin 1. TREE INVENTORY PREPARED BY HAYDEN FRYE AND ASSOCIATES, INC. 1331 L STREET, NW 2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING SUITE 600 WASHINGTON, DC 20005 TREES THAT ARE TO REMAIN. 10" - 202-461-3260 FAX 20246/3266 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR W AW CI ARKNDGEN.cOM COMPENSATION OF DAMAGED TREES. - 4. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE (1302) CONSERVATION PLAN TO BE PREPARED BY A CERITFIED 26" ARBORIST, AS REQUIRED BY SEC 5.1.40(C)(4) veri�On wireless 5. ALL UTILITY LINES ARE PROPOSED TO BE RUN UNDERGROUND OAK WITHIN THE UTILITY AND ACCESS EASEMENT SHOWN ON THE 1831 RADY COURT PLAN AND INDICATED ABOVE IN NOTE 14. FINAL LOCATION OF RICHMOND, VA 23222 UTILITY LINES WILL BE DETERMINED BY THE COMPANIES 36" PROVIDING ELECTRICAL AND TELEPHONE SERVICES. XX (1305) OR 14" ® LEASE NOTES `��PtiTH G J (1306) L 12" 1. NEW VERIZON WIRELESS 1600 SF LEASE AREA�� f ~1' 2. NEW VERIZON WIRELESS NON- EXCLUSIVE 20' WIDE JUSTIN Y. OI N `- INGRESS /EGRESS AND UTILITY EASEMENT. SEE SHEET C -1 FOR 671' AMSL CONTINUATION (1308) DOUBLE OAK Lic. No. 42897 o� lz 11,5 �> SSf ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS MONOPOLE TOWER 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD, SEE DETAIL ON 0NAL SHEET C -4 705' AMSL 3. THE 30" OAK IS THE REFERENCE TREE AND THE PROPOSED (006) LINO" MONOPOLE IS WITHIN 25.0' OF ITS DRIPUNE 683' AMSL S I M EO N RAWLAND (005) TREE INVENTORY GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 5' 0 5' 10' FOR 11" X 17" PLOT - 1" = 10' 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT (1300) DEAD TREE 10" - - (1301) DEAD TREE 10" - - (1302) WHITE ASH 26" 707.5' AMSL 70.5' (002) OAK 30' 718' AMSL 83' (001) DOUBLE OAK 36" XX XX (1305) DEAD TREE 14" - - (1306) GREEN ASH 12" 703' AMSL 675 (1307) ASH 8" 671' AMSL 40' (1308) DOUBLE OAK 24" 7075 AMSL 785 (1309) OAK 14" 705' AMSL 77' (006) OAK 8" 683' AMSL 47' (005) WHITE OAK 36" 711' AMSL 71' (004) TULIP POPLAR 16" 713' AMSL 78' (1313) LOCUST 6" 670' AMSL 36' (003) OAK 24" 714' AMSL 80' (007) OAK 18" 679' AMSL 48' (1316) HICKORY 6" 661' AMSL 30' (1317) JASH 6" 661' AMSL 30' (1318) HICKORY 10" 685' AMSL 55' (1319) UNKNOWN 10" 665' AMSL 35' (1320) OAK 25" 698' AMSL 70' *TOTAL MATURE TREES TO BE REMOVED: 2 NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 5' 0 5' 10' FOR 11" X 17" PLOT - 1" = 10' 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: Uyy DRAWN: KAW REVIEW: SPP TTV DATE: 1206/12 COMM. NO. 3036.084 SYM. DESCRIPTION DATE Qi REVIEW SET 07/25/12 x ENSITE SITE PLAN 07/25/12 Qi REVISED ENSITE SITE PLAN 08/03/12 REVISED REVIEW SET 8/06/12 sQ kPPUCATTON DRAWINGS 9/24/12 s ENSITE PLAN 11/21/12 Q REVISED APPLICATION DWGS 11/25/12 A UPDATED TREE INVENTORY 12/18/12 FREE INVENTORY I 0, I � E N �i N0 EL�G EXISTING I ` / l0 i 70 wiEL� C RAVEL G�"G� PPS / RA ✓EL / � 0 \ / � / I / I R£FEREN E TREE / O / i E 3 a 0 NOTES OPERATION OF OUTDOOR LIGHTING FOR THE 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME FACILITY SHALL BE PERMITTED ONLY DURING THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND MAINTENANCE PERIODS. 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 APPROXIMATELY 15' WIDEr UNDERGROUND POWER EASEMENT / l EXISTING AT &T LEASE AREA l (EGRMERL Y TRITON PCS) (CH 2779 1PAGE 603) / / 0/ / / pw(r) / / ,o SECTION'N EQUIPMENT ELEVATION VIEW FOR 24" X 36- PLOT - 1" = 3' 0 3' 6' FOR 11" X 17" PLOT - 1" = 6' / i 3' -0" A.G.L I GRAPHIC SCALE(S) 0'-0_A.G.L I FOR 1 X 36" PLOT - 1" = 5' 0 5' 0" FOR 11" X 17" PLOT - 1" = 10' tore & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202.461.3266 veriZoon wireless 1831 RADY COURT RICHMOND, VA 23222 O AS&Y. 700_N*_� � Lic. No. 42897 SRE INFO, SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: ,1yy 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR K:AW REVIEW: REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED TTV DATE. 12AW12 DURING CONSTRUCTION. 3036.084 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IL/� ENSITE PLAN INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE LATEST A REIASED APPUCATION DWGS 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 THE RESPONSIBILITY OF CONTRACTOR TO SEED AND ESTABLISH A PERMANENT VEGETATIVE COVER. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING, LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. 8. FIELD VERIFY THE INDICATED DIRECTION OF NORTH / ® LEASE NOTES 1. NEW VERIZON WIRELESS 1600 SF LEASE AREA 2. NEW VERIZON WIRELESS NON- EXCLUSIVE 20' WIDE INGRESS /EGRESS AND UTILITY EASEMENT. SEE SHEET C -1 FOR CONTINUATION Fil CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS MONOPOLE TOWER, SEE ELEVATION VIEW ON SHEET C -3 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD, SEE DETAIL ON SHEET C -4 3. NEW VERIZON WIRELESS STEEL PLATFORM 4. INSTALL NEW GRAVEL WITHIN LIMITS OF COMPOUND, SEE DETAIL ON SHEET C -4 5. NEW VERIZON WIRELESS ICE BRIDGE 6. NEW VERIZON WIRELESS FENCE, SEE DETAIL ON SHEET C -4 7. NEW GENERATOR ON 6' X 12' CONCRETE PAD, SEE DETAIL ON SHEET C -4 B. NEW VERIZON WIRELESS UBS 850 MHZ CABINET 9. NEW VERIZON WIRELESS UBS 1900 MHZ CABINET 10. NEW VERIZON WIRELESS LTE ENODE B 10'-0_A.G.L _ 11 NEW VERIZON WIRELESS LTE EZBFO 9_ -10" A'G'�' 12. FUTURE VERIZON WIRELESS AWS ENODE B 13. FUTURE VERIZON WIRELESS AWS 6' -0" A.G.L. 14. NEW CONCRETE PIERS (TYP) 15. NEW 4' MAN GATE 3' -0" A.G.L I GRAPHIC SCALE(S) 0'-0_A.G.L I FOR 1 X 36" PLOT - 1" = 5' 0 5' 0" FOR 11" X 17" PLOT - 1" = 10' tore & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202.461.3266 veriZoon wireless 1831 RADY COURT RICHMOND, VA 23222 O AS&Y. 700_N*_� � Lic. No. 42897 SRE INFO, SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: ,1yy DRAWN: K:AW REVIEW: SPP TTV DATE. 12AW12 COMM. NO. 3036.084 DESCRlF ON z ENSITE SITE PLAN 07/25/12 Q REVISED ENSRE SLTE PLAN 9/03/12 A. REVISED REVIEW SEf 08/06/12 ,! PUCA110N DRAWINGS 09/24/12 IL/� ENSITE PLAN 11/21/12 A REIASED APPUCATION DWGS 11/26/12 SHffT NAME ENLARGED SITE PLAN SHff r NO.: C-2 E 10" DEAL? TREE (1300) 26" W141TE A5#_(Z'307) , \ \ \ 1 \ \ I \ / I j", \ EXISTING \ \ GR9 ✓E( \ MG 36" WHITE OAK (005), dl ® LEASE NOTES 1. NEW VERIZON WIRELESS 1600 SF LEASE AREA 2. NEW VERIZON WIRELESS NON- EXCLUSIVE 20' WIDE INGRESS /EGRESS AND UTILITY EASEMENT. SEE SHEET C -1 FOR CONTINUATION EXISTING AT &T LEASE AREA (FORMERLY TRITON PCS) (O B 2119 1PAGE 603) B° ASH (1307) EXISTING AT &T TOWER 8 EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992). 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CONSTRUCTION. 3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION TO ALL DENUDED OR DISTRUBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL STABILIZATION MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED. 4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IMMEDIATELY. 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02) OR AN APPROVED COMPARABLE CONTROL MEASURE. SEDIMENT SHALL BE REMOVED FROM PAVED AREAS ON A DAILY BASIS. 6. STOCK PILES OF SOIL AND OTHER ERODIBLE MATERIAL SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC. 8. EFFLUENT FROM DE- WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND CHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY. 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 5' 0 5' 10' FOR 11"X 17" PLOT - I'= 10' ,ture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 2024619260 FAX 202461-3266 verion wireless 1831 RACY COURT RICHMOND, VA 23222 '11�11 I N' o JUSTIN Y. 00� N Lic. No. 42897 w� 1VAL _ SFTE INFO.: SIMEON � m 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: Uyy DRAWN: KAW TTV DATE: Q WI2 COMM. NO. 3036.084 SUBMITTALS S m. DESCRFnON DATE REVIEW SET 7/25/12 x ENSITE SITE PLAN 7/25/12 Qi REVISED ENSIiE SfTE PLAN 08/03/12 REVISED REVIEW SET 0 8/05/12 PPUGITION DRAWINGS 9/24/12 ENSRE PLAN 11/21/12 A. REVISED APPLICATION DWGS 11/26/12 UPDATED TREE INVENTORY 12/18/12 SHEET NAME: ENLARGED GRADING PLAN I� c -2a I E R R TABLE 3.32 —E (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA am LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescue Perennial Ryegrass 95 -100 0 -5 (Commercial or Residential) Kentucky Bluegrass 0 -5 German Millet 50 (Ibs acre TOTAL: 175 -200 Ibs High— Maintenance L L awn Tall Fescue TOTAL: 200 -250 Ibs ��z A Tall Fescue 128 Ibs General Slope (3:1 or Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs less ) Sesional Nurse Crop Total: 150 Ibs Tall Fescue 108 Ibs LOW— Maintenance SIoR Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs (Steeper Than(Steeper Than(�;J:1J Sesional Nurse Crop 20 Ibs Crownvetch Total: 150 Ibs 1— When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgross variety list is avalible at the local County Extention office or through VCLA at 804 - 746 -4884 or at http: / /sudan cses vt e4u /html/Turf/ turf/ publications /publications2 /html 2— Use seasonal nurs crop in accordance with seedind dates as ststed below: February 16th — April ........................ Annual Rye May 1st — August 15th ....................... Foxtail Millet August 16th — October ..................... Annual Rye November — February 15th .............. Winter Rye 3— Substitute Sericea Lespedeza for Crownvetch east of Farmville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase to 30 Ibs /acre. If weeping lvegrass is used, including in any slope or low maintenance mixture during warmer seeding periods, increase to 30 -40 Ibs /acre. • Apply 10 -20 -10 fertilizer at a rate of 500 Ibs. /acre (or 12 Ibs. /1,000 sq. ft.) • Apply Pulverized Agricultural Limestone of a rate of 2 tons /acre (or 90 Ibs. /1,000 sq. ft.) NOTE: —A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of the site. — Incorporate the lime and fertilizer into the top 4 -6 inches of the sail by disking or by other means. —When applying Slowly Avalible Nitrogen, use rates avalible in Erosion & Sediment Control Technical Bulletin #4. 2003 Nutrient Management for Development Sites at http:l/www.dcr.srtate.va.us/sw/e&s.htmlipubs E TABLE 3.31 —B (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK RFFFRFNCF FOR ALL RFMONS sm APPLICATION DATES SPECIES APPLICATION RATES Sept. 1 —Feb. 15 50/50 Mix of Annual Ryegross (lolium multi — florum) & Cereal (Winter) Rye (Secole cereale) 50 -100 (Ibs /acre) Feb. 16 —Apr. 30 Annual Ryegrass (lolium multi — florum) 60 -100 (Ibs /acre) May. 1 —Aug. 31 German Millet 50 (Ibs acre 1 Apply 10 -10 -10 FERTILIZER at a rate 450 Ibs. /acre (or 10 lbs. /1,000sq ft 1 Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons /acre (or 90 Ibs. /1,000 sq ft) NOTE — A soil test as necessary to determine the actual amount of lime required to adjust the soil pH of site. ? — Incorporate the lime and fertilizer into the top 4 -6 inches of the soil by disking or by other means. S — When applying Slowly Available Nitrogen, use rotes available in Erosion & sediment Control Technical Bulletin 14. 2003 Nutrient Management for Development Stns at http,/www.dcr.state.va.us/sw/e&s.htmipubs I. SET POSTS AND EXCAVATE A 4'X4° TRENCH UPSLOPE ALONG THE LINE OF POSTS. 6, MAX STEEL OR WOOD POST —IMBED 3' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 12 1/2 GAUGE MIN MESH SPACING 6° MAX 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC ,( GROUND LINE WNY//,vw/ WIRE TEMPORARY SILT FENCE NO SCALE DRIP LINE NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12' TREE PROTECTION NO SCALE C A L JIFlAW AT 4 C.C. lure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 •. veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 JUSTIN Y. YOON Lic. No. 42M `ZONAL` ATE MO.: SIM EON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: Uyy TN DATE 07/10)07 COMM. NO. 3036.084 SUBMfTTALS SYK DESCFUPT10N Z REVIEW SET A0.8/03/12 ENsrrE SITE PUW ��z A REVISED ENSRE srrE PLAN z a PUCATION DRAWPGS 0 /24/12 11/21/2 i \ IREVISED APPUCATION DWGS 11/28/12 SHEET W-ME EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS I I E , R $a 12" MAX FACE OF NEW LTE (4G) ANTENNA (TYP OF 3) OUNTING COLLAR YP OF 2) DUNTING PIPE YP OF 3) CE OF NEW PCS /CELLULAR ALBAND ANTENNA 'P OF 3) OF NEW MONOPOLE NEW MONOPOLE ENLARGED VIEW — NOT TO SCALE ENLARGED VIEW NO SCALE GENERAL NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1" DIAMETER 3. MONOPOLE, ANTENNAS, EXTENSION PARTS AND ALL NEW GROUND EQUIPMENT WILL BE PAINTED TO COUNTY APPROVED COLOR, SHERWIN WILLIAMS (/6090) JAVA BROWN 4. NO POINT ON THE FACE OF THE ANTENNA SHALL PROJECT MORE THAN 12 INCHES FROM THE FACE OF THE EXISTING STRUCTURE TO WHICH IT IS ATTACHED 5. TO THE EXTENT POSSIBLE, ALL VERTICAL CABLES, WIRES, AND SIMILAR ATTACHMENTS SHALL BE RUN VERTICALLY WITHIN THE MONOPOLE'S STRUCTURE. REMAINING CABLES, WIRES, ETC. WILL BE AFFIXED TO THE OUTSIDE OF THE POLE ON THE SIDE FACING INTERIOR OF THE PROPERTY ANTENNA NOTES 1. ANTENNAS ARE TYPICAL FLUSH —MOUNT DESIGN USING MOUNTING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS — ANTEL BXA- 70063 /8CF DIMENSIONS — 94.6 "(H) X 11.2 "(W) X 4.5 "(D) 4. PROPOSED ANTENNAS — ANTEL BXD — 63406380CF DIMENSIONS — 47.4 "(H) X 16.8" (W) X 3.5" (D) OVERALL HEIGHT (TOP OF TOWER APPURTENANCES LIGHTNING I ELEVATION 730'1 AMSL [99'1 AGL] TOP OF TOWER /ANTENNAS ELEVATION = 728'1 AMSL _ [97'1 AGL] — — — — ANTENNA CENTERLINE ELEVATION r ELEVATION = 724'1 AMSL [93'1 AGL] 0 _ANTENNA CENTERLINE ELEVATION r ELEVATION = 716'1 AMSL [85.0'± AGL] NEW VERIZON WIRELESS 97' A.G.L. MONOPOLE NOTE: FENCE NOT SHOWN FOR CLARITY ELEVATION VIEW TOWER FOUNDATION BY OTHERS NOT TO SCALE H 18" MAX � DIAMETER AT THE TOP OF THE MONOPOLE SHALL NOT EXCEED 18" MAX — SEE ENLARGED VIEW THIS SHEET 30 "0 MAX SEE ENLARGED VIEW THIS SHEET T1P nc PAKInDV j- BEG/N_NWG OF POLE ELEVAT /ON = [632' -1 't] AMSL TOP or FOUNDATION ELEVATION = 637' -9 iJ AMSL GROUND ELEVATION OF REFERENCE_ TREE ELEVATION = [6J5'-0--±j AMSL R AMSh£D GRAD£ OTOW£R AAC49 -� a-EVATION - (631 ' -0 1t1 AVR 9" ,rchitecture & Engineering 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202-461.3260 FAX 202461-3266 W A W.CLAPXNDCSEN.COM veriLn wireless 1831 RADY COURT RICHMOND, VA 23222 -x T i op- '15. ` c JUSTIN Y. YOON -' Lic. No. 42897 NNAL SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTES/ILLE, VA 22902 ALBEMARLE COUNTY DESIGN: 1vv COMM. NO. 3036.084 1 SYPL DESCTUPiION DATE REVIEW SET 07/25/12 ENSRE SRE PUN 07/25/12 a REVISED ENSRE SITE PUN 08/03/12 REVISED REVIEW SET O5/06/12 s IPPUCAT10N DRAWINGS 09/21/12 ENSRE PUN 11/21/12 //e�� A, REVISED APPUCAT10N DWGS I17mfi /I> %-IR7 WME ELEVATION VIEW %*Ff NO.: C -3 E ® CONSTRUCTION NOTES 1. CORNER, END OR LINE POST: 4" X 4' TREATED LUMBER SPACING FOR LINE POSTS IS 8' -0" C TO q MAX. 2. TOP RAIL & BRACE RAIL 2" X 4" TREATED LUMBER 3. 1" (NOMINAL) X 6" - 8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. #1 TREATED ACCEPTABLE. 4. 1 1/2" MAXIMUM CLEARANCE FROM GRADE. 5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 6. 4" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 7. FINISH GRADE SHALL BE UNIFORM AND LEVEL. 8. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE. 9. GEOTEXTILE FABRIC 10. GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. 11. POST: CONCRETE FOUNDATION (2000 PSI) 6' -0" T VARIES - SEE PLAN T 8' -0" TYP -i H UNE POST I TYp. I COMPOUND FENCE DETAIL NO SCALE VERIFY FINISHED MATERIAL REQUIREMENTS WITH CONSTRUCTION MANAGER PRIOR TO BID 1" MIN. ABOVE EXISTING GRADE 12' EXISTING 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE GRADE 5 1/2" MINIMUM AH AT CROWN it I I� I II I li I �I I I =III I I� � �I I li I II I IIIil I I� III =III 1 I- � III, I II I II COMPACTED ROAD ROAD BASE MATERIAL REMOVE ORGANIC GEOTEXTILE FABRIC WHERE MATERIAL (3" MINIMUM) REQUIRED. VERIFY WITH CONSTRUCTION MANAGER PRIOR TO EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL BID A. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED, THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION. B. ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 957 COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS OR MINUS 37 OF OPTIMUM MOISTURE CONTENT. TYPICAL GRAVEL ACCESS ROAD CROSS SECTION NO SCALE EXTE SIDE 'ACILITY TIDE NEW FENCE 12" MIN SECTION - COMPOUND AREA NO 5CALE A MIN 3000 PSI CONCRETE 6" X 20" STUB UP AREA SEE GENERATOR PAD SECTION A -A BELOW FOR TURNDOWN r j A I I I o I I I I I 1 I L L- - - - - - - - - - - - - - - - - - - - - 12' -0" I NOTE: CONTRACTOR TO COORDINATE CONDUIT STUB -UPS THROUGH THE STUB UP AREA TO ENSURE NO REINFORCING BARS ARE CUT. CONCRETE TO BE PLACED AROUND THE CONDUITS, AFTER CONDUIT STUB -UPS ARE INSTALLED WITHIN THE STUB UP AREA. GENERATOR PAD DETAIL NO SCALE 6 "x6"- W2.9xW2.9 WELDED WIRE FABRIC NO.57 COARSE AGGREGATE J 6" MINIMUM COMPACTED SUBGRADE NEW FENCE POST 2'-0* #5 AT 18" O.C. WITH 3" CLEAR COVER AT PAD EDGES �1/2" CONTINUOUS CHAMFER /-NO.57 COARSE AGGREGATE of I 1 —I I6T8 "I GENERATOR PAD SECTION A -A NO SCALE NO.57 COARSE AGGREGATE BOTTOM LAYER OF MIRAFI HP570 GEOSYNTHETIC. EXTEND 2' BEYOND TOE OF AGGREGATE SLOPE, ALL AROUND I COMPACT TOP 6" OF SUBGRADE /BASE MATERIAL TO 95% DENSITY PER ASTM D -1557 w z 0 w m io w (1) 14 CONT Architecture & Engineerin 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202-461.3260 FAX 202-461.3266 W V1 W.CLARKNEXSEN.COM veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 Ohl- 7 JUSTIN v y Lic. No. 42897 k�'S_'10NAL SREINFO.: SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 07/10/07 COMM. NO. 3036.084 z DATE REVIEW SET 07/25/12 x ENSTTE SITE PLAN 07/25/12 Q REVISED ENSrtE STfE PLAN N 0 REVISED REVIEW SET 08/06/12 s APPLICATION DRAWINGS 09/24/12 e ENSITE PLAN z Q IRMSED APPLICATION DWGS 11/26/12 SECTION - COMPOUND AREA NO 5CALE A MIN 3000 PSI CONCRETE 6" X 20" STUB UP AREA SEE GENERATOR PAD SECTION A -A BELOW FOR TURNDOWN r j A I I I o I I I I I 1 I L L- - - - - - - - - - - - - - - - - - - - - 12' -0" I NOTE: CONTRACTOR TO COORDINATE CONDUIT STUB -UPS THROUGH THE STUB UP AREA TO ENSURE NO REINFORCING BARS ARE CUT. CONCRETE TO BE PLACED AROUND THE CONDUITS, AFTER CONDUIT STUB -UPS ARE INSTALLED WITHIN THE STUB UP AREA. GENERATOR PAD DETAIL NO SCALE 6 "x6"- W2.9xW2.9 WELDED WIRE FABRIC NO.57 COARSE AGGREGATE J 6" MINIMUM COMPACTED SUBGRADE NEW FENCE POST 2'-0* #5 AT 18" O.C. WITH 3" CLEAR COVER AT PAD EDGES �1/2" CONTINUOUS CHAMFER /-NO.57 COARSE AGGREGATE of I 1 —I I6T8 "I GENERATOR PAD SECTION A -A NO SCALE NO.57 COARSE AGGREGATE BOTTOM LAYER OF MIRAFI HP570 GEOSYNTHETIC. EXTEND 2' BEYOND TOE OF AGGREGATE SLOPE, ALL AROUND I COMPACT TOP 6" OF SUBGRADE /BASE MATERIAL TO 95% DENSITY PER ASTM D -1557 w z 0 w m io w (1) 14 CONT Architecture & Engineerin 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202-461.3260 FAX 202-461.3266 W V1 W.CLARKNEXSEN.COM veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 Ohl- 7 JUSTIN v y Lic. No. 42897 k�'S_'10NAL SREINFO.: SIMEON RAWLAND 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: TTV DATE: 07/10/07 COMM. NO. 3036.084 SHEEP N W E CIVIL DETAILS I SHtFr NO c -4 I DATE REVIEW SET 07/25/12 x ENSTTE SITE PLAN 07/25/12 Q REVISED ENSrtE STfE PLAN 08/01/12 0 REVISED REVIEW SET 08/06/12 s APPLICATION DRAWINGS 09/24/12 e ENSITE PLAN 11/21/12 Q IRMSED APPLICATION DWGS 11/26/12 SHEEP N W E CIVIL DETAILS I SHtFr NO c -4 I