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Home My WebLink AboutSP201300003 Plan - Submittal (First) 2013-04-15E E h NS T 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. ti° m PROJECT SITE Silllean I LOCAL MAP NO SCALE N. � m � z v — �_ CIL.twe acre a�,QF A izp a A¢ a sa nio PROJECT SITE VICINITY MAP NO SCALE 4� North 4� North SIMEON ORROCK PROPERTY 1 240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, 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: BEFORE YOU DIG POWER: DOMINION VIRGINIA POWER 811 LOCAL FIRE AND EMERGENCY SERVICES 1- 888 - 667 -3000 TOLL FREE (434) 296 -5833 TELEPHONE: CENTURY LINK MISS UTILITY LOCAL EMERGENCY POLICE DISPATCH 1- 888 - 768 -1847 (434) 296 -5807 APPRnVAI ACQUISITION MANAGER: SIGNATURE PHONE NUMBER DATE CONSTRUCTION MANAGER: SIGNATURE PHONE NUMBER DATE RE ENGINEERING: SIGNATURE PHONE NUMBER DATE NETWORK ORS MANAGER: SIGNATURE PHONE NUMBER DATE REV. NO. DESCRIPTION BY DATE REV. NO. A— �j _ g� g DESCRIPTION ENSITE PLAN REVISED APPLICATION DRAWINGS UPDATED TREE INVENTORY REVISED APPLICATION DRAWINGS BY JYY JYY JYY JYY DATE 11/21/12 11/26/12 12/18/12 04/02/13 ZL ENSITE SITE PLAN JYY 07/25/12 REVISED ENSITE SITE PLAN JYY 08/03/12 ZL REVISED REVIEW SET JYY 08/06/12 A5 APPLICATION DRAWINGS JYY 09/24/12 CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 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, LS. TELEPHONE: (757) 491 -7228 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: ENSITE SITE PLAN 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: UPDATED TREE INVENTORY LATITUDE: 37' 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 Sheet Title COVER SHEET 1 SITE PLAN 1A AREA MAP 1B TREE INVENTORY 2 ENLARGED SITE PLAN 2A ENLARGED GRADING PLAN 2B EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS 3 ELEVATION VIEW 4 CIVIL DETAILS SHEET TOTAL: 9 -ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202-461- veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 VH op, Lic. NU. 42897 SITE INFO.: SIMEON RAWLAN D 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAVVN: RBF REVIEW: SPP TT/ DATE: 12/06112 SY14.1 DESOiIPIION DATE Qi REVIEW SET 07/25/12 Qz ENSITE SITE PLAN 07/25/12 Qs REVISED ENSITE SITE PLAN 08 /03/12 Qi REVISED REVIEW SET 08/06/12 Q5 PLICATION DRAWINGS 09 /24/12 eQ ENSITE PLAN 11/21/12 Q REVISED APPLICATION DWGS 11/26/12 Q UPDATED TREE INVENTORY 12/18/12 Q REVISED APPLICATION DWGS 04/02/13 COVER SHEET SHEET NO.: G -1 E h ABBREVIATIONS 0, DIA DIAMETER # 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 CONC 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 FIFE FINISHED FLOOR ELEVATION FIRM FLOOD INSURANCE RATE MAP GIS GEOGRAPHIC INFORMATION SYSTEM GPIN GRID PARCEL IDENTIFICATION NUMBER CPS GLOBAL POSITIONING SYSTEM ID IDENTIFICATION INC INCORPORATED INV INVERT INFO INFORMATION L/P LIGHT POE /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 PROJ. 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 PP �? JEL54 RE ' PP \f/EL53 2 'o ' 1. NEW VERIZON WIRELESS 1,600 SF LEASE AREA ' . FOR 24" X 36" PLOT - 1" = 100' 0 100' 200' A Tti0 ' IRON (F) 2. NEW VERIZON WIRELESS NON - EXCLUSIVE 20' WIDE FOR 11" X 17" PLOT - 1" = 200' INGRESS /EGRESS AND UTLITY EASEMENT T.M.P. 92 -2E N/F WOODWARD, STANLEY JR LIFE ESTATE %.Q �` ti��cyr W.B. 76 /PG. 632 ��` 'QS PP 159.64 ACRES P.,y�6� Oj� #EL90 ZONED RA J 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202.461 - verizan wireless 1831 RADY COURT RICHMOND, VA 23222 /qUSTIN Y. Y N - Lic. NU. 42897 S SyI 0mx L Ln' SIZE INPD.: SIMEON E&KYll_10I 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW TTV DATE: 12/06/12 1 SYKI THIS SITE IS NOT LOCATED WITHIN A DATE Qi REVIEW SET 07/25/12 COUNTY DESIGNATED CONSERVATION ENSITE SITE PLAN 07/25/12 Q REVISED ENSITE SITE PLAN EASEMENT. Qi REVISED REVIEW SET 08/06/12 ' kppucKnON DRAWINGS N eQ ENSITE PLAN 11/21/12 Q \7 T.M.P. 92 -4 N/F JEANNETTE S. ORROCK Q UPDATED TREE INVENTORY 12/18/12 THIS SITE IS NOT LOCATED WITHIN ANY 79/PG. W.B. 310 04 /02/13 AREA DESIGNATED AS AN AGRICULTURAL OR FORESTAL DISTRICT. \ D.B. 57 c��g5• ZONEDPRA NI / 1559 j6g6 ° SURVEYOR'S NOTES T.M.P. 92 -5A / N/F JEANNETTE S. ORROCK /'� 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC ENOUSE W.B. 80 /PG. 767 /�� T.M.P. 92 -16 SURVEY PERFORMED BY HAYDEN FRYE AND D.B. 15.61491/PG. CRES 95 �'' MEMORIAL FOUNDATION, 7/13/07. TMETESI AND BOUNDS WEREACOMPI COMPILED FIROM PLATS ZONED RA 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 SEE ENLARGED SITE REPORT #2771 -00521 PREPARED BY CHICAGO TITLE INSURANCE W.B. 80 /PG. 767 \ 17.7 ACRES PLAN, SHEET C -2 /'� \ COMPANY DATED 7/23/07. ZONED RA \ - -- �, 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. i \ EXISTING AT &T 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD U5" METAL / CULVERT PIPE 75" METAL \�� ® TOWER OFF #EL5s /'' T.M.P. 92 -6 ' INSURANCE RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE. CULVERT PIPE �.,o \o 1 N/F STANLEY WOODWARD, JR. �I ExisnNC TOWER -- o W.B. 76 /PG. 632 D.B. ACRES . 525 1ZON 5. THIS SITE APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE "X" AS SHOWN ON COMMUNITY PANEL NUMBER 510006 0450 D FALL ZONE RADIUS .5 D RA EFFECTIVE DATE 2/4/05. I 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY HAYDEN I FRYE AND ASSOCIATES, INC. ` 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON STATE 1 1 sN \SS6� LEGEND GRID NORTH, (SOUTH ZONE). MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. EXISTING NEW 8. NO WETLAND AREAS HAVE BEEN DELINEATED. II �y /�0 coac CONCRETE 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. I I /�'�" -- PROPERTY LINE LEASE AREA 10. THE TEMPORARY BENCHMARK COULD NOT BE FOUND. EASEMENT BUILDING (FOOTPRINT) x XX FENCE TREELINE EDGE OF PAVEMENT d�'��0%� -- - - - - -- - - -��- EDGE OF GRAVEL OVERHEAD ELECTRIC ------ VSS - - -- 786— CONTOURS III j'' O MONOPOLE POWER POLE TP TREE PROTECTION ® LEASE NOTES GRAPHIC SCALE(S) 'o ' 1. NEW VERIZON WIRELESS 1,600 SF LEASE AREA ' . FOR 24" X 36" PLOT - 1" = 100' 0 100' 200' A Tti0 ' IRON (F) 2. NEW VERIZON WIRELESS NON - EXCLUSIVE 20' WIDE FOR 11" X 17" PLOT - 1" = 200' INGRESS /EGRESS AND UTLITY EASEMENT T.M.P. 92 -2E N/F WOODWARD, STANLEY JR LIFE ESTATE %.Q �` ti��cyr W.B. 76 /PG. 632 ��` 'QS PP 159.64 ACRES P.,y�6� Oj� #EL90 ZONED RA J 1331 L STREET, SUITE WASHINGTON, DC 2C 202.461.3260 FAX 202.461 - verizan wireless 1831 RADY COURT RICHMOND, VA 23222 /qUSTIN Y. Y N - Lic. NU. 42897 S SyI 0mx L Ln' SIZE INPD.: SIMEON E&KYll_10I 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW TTV DATE: 12/06/12 1 SYKI DESMF ON DATE Qi REVIEW SET 07/25/12 Qz ENSITE SITE PLAN 07/25/12 Q REVISED ENSITE SITE PLAN 08/03/12 Qi REVISED REVIEW SET 08/06/12 Q5 kppucKnON DRAWINGS 09 /24/12 eQ ENSITE PLAN 11/21/12 Q REVISED APPLICATION DWGS 11/26/12 Q UPDATED TREE INVENTORY 12/18/12 REVISED APPLICATION DWGS 04 /02/13 SHXr SITE PLAN SHEET NO.: C -1 E NOTES 1. � OF TOWER LATITUDE: 37' 59' 50.0' N LONGITUDE: 78' 26' 52.9' W ELEVATION: 631.0' 2. 2000' RADIUS FROM � OF TOWER 3. EXISTING DWELLING, TYP -ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 SITE INFO.: op 1STiN Y. YN-- Lic. NU. 42897 , SIMEON RAWLAN D 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAWN: RBF TTV DATE: 12/16/12 1 SYKI DESMI' 10N DATE Qi REVIEW SET 07/25/12 Qz ENSITE SITE PLAN 07/25/12 Q REVISED ENSITE SITE PLAN 08/03/12 Qi REVISED REVIEW SET 08/06/12 0 PLICATION DRAWINGS 09 /24/12 eQ ENSITE PLAN 11/21/12 Q REVISED APPLICATION DWGS 11/26/12 Q UPDATED TREE INVENTORY 12/18/12 s REVISED APPLICATION DWGS 104/02/13 SFET NM1E AREA MAP ��C -1A � E E_ h 10" DEAD TREE (1300) ---' 10" DEAD TREE (1301) 26" WHITE ASH (1302) NOTE EXISTING TOWERS ON ADJACENT SITE: AT &T TOP OF TOWER = ELEV. 717.44 NTELOS TOP OF TOWER = ELEV. 716.44 i i 30" OAK (002) \ /I REFERENCE TREE 6" LOCUST (1313) 24" OAK (003) I 8' OAK (006) I �1 I N I I I 14" DEAD TREE (1305) 0 36" DOUBLE OAK (001) I , EXISTING GRA 1/EL 36" WHITE OAK (005) 0 DEMOLITION NOTES 1. REMOVE EXISTING TREE I I EXISTING AT &T LEASE AREA (FORMERLY TRITON PCS) (D. B. 2119 /PAGE 603) 16" TULIP POPLAR (004) EXISTING AT &T TOWER `P, (F) r \ � O I— 18" OAK \ l (007) 6" HICKORY 8" ASH (1307) (1316) U — v0 �— 10'" HICKORY JO" TREE- (UNKNOWN) (1319) ............ p�Nlsl 24' DOUBLE OAK (1308) 6" ASH (1317) 25" OAK (1320) NOTES 1. TREE INVENTORY PREPARED BY HAYDEN FRYE AND ASSOCIATES, INC. 2. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. 4. SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERITFIED ARBORIST, AS REQUIRED BY SEC 5.1.40(C)(4) 5. ALL UTILITY LINES ARE PROPOSED TO BE RUN UNDERGROUND WITHIN THE UTILITY AND ACCESS EASEMENT SHOWN ON THE PLAN AND INDICATED ABOVE IN NOTE #4. FINAL LOCATION OF UTILITY LINES WILL BE DETERMINED BY THE COMPANIES PROVIDING ELECTRICAL AND TELEPHONE SERVICES. 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 ® CONSTRUCTION NOTES 1. NEW VERIZON WIRELESS MONOPOLE TOWER 2. NEW VERIZON WIRELESS GRAVEL ACCESS ROAD, SEE DETAIL ON SHEET C -4 3. THE 30" OAK IS THE REFERENCE TREE AND THE PROPOSED MONOPOLE IS WITHIN 25.0' OF ITS DRIPLINE TREE INVENTORY NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT (1300) DEAD TREE 10" - - (1301) DEAD TREE 10" - - (1302) WHITE ASH 26" 7075 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 67.5' (1307) ASH S" 671' AMSL 40' (1308) DOUBLE OAK 24" 707.5' AMSL 78.5' (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) ASH 6" 651' 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' rchitecture & Engineerin 1331 L STREET, NW SUITE 600 WASHINGTON, DC 20005 202461.3260 FAX 202.461.3266 VWM CLARKNEXSEN.COM veriz2n wireless 1831 RADY COURT RICHMOND, VA 23222 o 1STIN Y. Y Lic. NU. 42897 X�om� Ln' SIZE INFO.: SIMEON E&KYll_1I10: 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW REVIEW: SPP TTV DATE: 12A06/12 SYKJ DES IlON DATE Qi REVIEW SET 07/25/12 Qz ENSITE SITE PLAN 07/25/12 Q REVISED ENSITE SITE PLAN 08/03/12 Qi REVISED REVIEW SET 08/06/12 0 kppucKnON DRAWINGS 09 /24/12 eQ ENSITE PLAN 11/21/12 Q REVISED APPLICATION DWGS 11/28/12 Q UPDATED TREE INVENTORY 12/18/12 A REVISED APPLICATION DWGS 04 /02/13 TREE INVENTORY ISHWrc -1B E N c� \` / R�ON ELO EpOL EXISTING G E i GRAVEL /0 APPROXIMATELY 15' WIDE T I/ / UNDERGROUND POWER EASEMENT I/ JO' o4a (002) REFERENCE TREE �� I, / 2 EXISTING AT &T LEASE AREA l (FORMERLY TRITON PCS) (D.H.. 2119 1PAGE 1503) / / I O / I / / /� - I � I / 10.5' 10 A EXISTING AT &T TOWER I I I- \ /-� 140' El 3 12 ❑8 ❑� l�_13 I �a �� 11 34.0' 40.0' NEW FENCE (TYP) I I of �I a Al SECTION W EQUIPMENT ELEVATION VIEW FOR 24" X 36" PLOT - 1" = 3' 0 3' 6' FOR 11" X 17" PLOT - 1" = 6' 12 NOTES OPERATION OF OUTDOOR LIGHTING FOR THE D6OiIPIION 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME FACILITY SHALL BE PERMITTED ONLY DURING REVIEW SET THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND MAINTENANCE PERIODS AND SHIELDED IN ENSITE SITE PLAN UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS ACCORDANCE WITH SECTION 4.17 OF THE REVISED ENSITE SITE PLAN THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ALBEMARLE COUNTY ZONING ORDINANCE. REVISED REVIEW SET ON THESE PLANS. BEFORE YOU DIG, CALL "MISS UTILITY" AT 5Q kppucKnON DRAWINGS 811. THE CONTRACTOR SHALL BE RESPONSIBLE FOR / / / II I / / / / PIN(F) / o/ �e J� / / / I REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED BY CONTRACTOR 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 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 RESPONSIBIUTY 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 UTIUTY EASEMENT. SEE SHEET C -1 FOR CONTINUATION ® 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 8. 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" '4G•L. 12. FUTURE VERIZON WIRELESS AWS ENODE B 13. FUTURE VERIZON WIRELESS AWS 14. NEW CONCRETE PIERS (TYP) �� 15. NEW 4' MAN GATE 16. NEW EQUIPMENT LIGHT 3' -0" A.G.L. GRAPHIC SCALE(S) 0' -0" A.G.L.'I FOR 24" X 36" PLOT - 1" = 5' 0 5' 10' FOR 11" X 17" PLOT - 1" = 10' iiiiI -tore & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202.461 verizan wireless 1831 RADY COURT RICHMOND, VA 23222 V TH OF j�I o N! FO6N 9 Lie. No. 42897 et `t�� %I3 Cyr• w SIONAL SIZE INPO.: SIMEON E&KYll_1010: 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW I TTV DATE: 12/06/12 SYN. D6OiIPIION DATE Q REVIEW SET 07/25/1 zQ ENSITE SITE PLAN 07/25/1 Q REVISED ENSITE SITE PLAN 08 /03/1 Q REVISED REVIEW SET 08/06/1 5Q kppucKnON DRAWINGS 09 /24/1 eQ ENSITE PLAN /21/1 Q REVISED APPLICATION DWGS 11/26/1 Q UPDATED TREE INVENTORY 12/18/1 104/02/1 A REVISED APPLICATION DWGS SHmr NAIVE: ENLARGED SITE PLAN SHEET NO.: C-2 E a 26 " 14" DEAD TREE (1305) , 10" DEAD TREE (1300) � 10° DEALT-�REE (1301) m i \� o Jo. OAK REFERENCE TREE � � 24" OAK (003) J v 36° DOUBLE OAK (001) — I 1II- / J TGC 631.75 \ i \ 1 \\ I \\ \ I I \ O \ \ \ \ EXISTING \ GRAVEL \ MG \ �\ \ \ J6- WHITE OAK (005) n1 v � 631 Tp — 630 — v v 12" GREEN ASH (1306) 6" HICKORY T ;, \ (1316) a 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 l EXISTING AT &T LEASE AREA (FORMERLY TRITON PCS) (D.O. 2119 1PAGE 603) 16" TULIP POPLAR (004) EXISTING AT &T TOWER 8" ASH (1307) 6" ASH (1317) EROSION AND SEDIMENT SYK AWATITIM ` CONTROL NOTES Qi REVIEW SET 07/25/12 Qz rchitecture & Engineering 07/25/12 Q 1331 L STREET, NW 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL Qi SUITE 600 EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 0 WASHINGTON, DC 20005 CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM eQPLAN STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 202461.3260 FAX 202461.3266 FAX SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992). 61.3260 12/18/12 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REVISED APPLICATION DWGS 04 102113 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 veriZon wireless DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED TO DENUDED 1831 RADY COURT AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH WILL RICHMOND, VA 23222 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. � H n' 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 G STiN Y. YOFN AND SHALL BE MADE IMMEDIATELY. .z- 5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION LLC. N0. 42897 VEHICLES TO ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE (VESCH STD. & SPEC. 3.02) OR AN APPROVED ` l_{,� .3 f�/ � !� 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 SMEINFD.: SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE S I M EO N PROJECT 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT LIMITED TO) USE OF RAWLAN D 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. 1240 THOMAS JEFFERSON 9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND PARKWAY MAINTENANCE OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED CHARLOTTESVILLE, VA NECESSARY BY THE PLAN APPROVING AUTHORITY. 22902 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE ALBEMARLE COUNTY NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES DESIGN: JYY SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL DRAWN: KAW BE SPREAD AND SEEDED. REVIEW: gpp TT/ DATE: 12/16/12 GRAPHIC SCALE(S) FOR 24" X 36" PLOT - 1" = 5' 0 5' 10' FOR 11" X 17" PLOT - 1" = 10' SUBMITTALS SYK DESMFr1DN DATE Qi REVIEW SET 07/25/12 Qz ENSITE SITE PLAN 07/25/12 Q REVISED ENSITE SITE PLAN 08/03/12 Qi REVISED REVIEW SET 08/06/12 0 PLICATION DRAWINGS 09 /24/12 eQPLAN 11/21/12 1,ENSITE EVISED APPLICATION DWGS 11/26/12 UPDATED TREE INVENTORY 12/18/12 A REVISED APPLICATION DWGS 04 102113 SHMT ENLARGED GRADING PLAN ISHWrc NO.: -2a I E (Revised June 2003) PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA 5Q LAND USE SPECIES APPLICATION PER ACRE Minimum Care Lawn Tall Fescue Perennial Ryegrass 95 -100 0 -5 (Commercial or Residential ) Kentucky Bluegrass 0 -5 REVISED ENSITE SITE PLAN 08/03/1 TOTAL: 175 -200 Ibs High— Maintenance Lawn Tall Fescue TOTAL: 200 -250 Ibs PLICATION DRAWINGS Tall Fescue 128 Ibs General Slope (3:1 or Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs less ) (Secale cereals) Sesional Nurse Crop Total: 150 Ibs [12/18/1 Tall Fescue 108 Ibs LOW— Maintenance Slooe Red Top Grass or Creeping Red Fescue 2 Ibs 20 Ibs (Steeper Than 3:1) German Millet 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 area roved b VCIA. A current turfgrass vane list is avalible at the local Count PP Y variety Y Extention office or through VCIA at 804 - 746 -4884 or at httt : / /sudon.cses.vt.edu /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 FIatpea is used, increase to 30 Ibs /acre. If weeping lovegrass 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 soil by disking or by other means. —When applying Slowly Avalible Nitrogen, use rates avalible in Erosion & Sediment Control Technical Bulletin J4. 2003 Nutrient Management for Development Sites of http://www.dcr.state.va.us/sw/e&s.html#pubs TABLE 3.31 -13 (Revised June 2003) TEMPORARY SEEDING SPECIFICATIONS QUICK REFERENCE FOR ALL REGIONS Q SEEP 07/25/1 zQ APPLICATION DATES SPECIES APPLICATION RATES REVISED ENSITE SITE PLAN 08/03/1 Q 50/50 Mix of Annual Ryegrass (lolium 08/06/1 5Q PLICATION DRAWINGS Sept. 1 —Feb. 15 multi — florum) & Cereal (Winter) Rye 50 -100 (Ibs /acre) /21/1 1,,,ENSrrE EVISED APPLICATION DWGS (Secale cereals) PDATED TREE INVENTORY [12/18/1 Feb. 16 —Apr. 30 Annual Ryegrass (lolium multi — florum) 60 -100 (Ibs /acre) May. 1 —Aug. 31 German Millet 150 Ibs acre FERTILIZER & LIME • Apply 10 -10 -10 FERTILIZER at a rate 450 Ibs. acre or 10 Ibs. 1,000sq ft • Apply PULVERIZED AGRICULTURAL LIMESTONE at a rate of 2 tons /acre (or 90 Ibs. /1,000 sq ft) NOTE: 1 — A soil test os necessary to determine the actual amount of lime required to adjust the soil pH of site. 2 — Incorporate the lime and fertilizer into the top 4 -6 inches of the soil by disking or by other means. 3 — When applying Slowly Available Nitrogen, use rates available in Erosion & sediment Control Technical Bulletin #4. 2003 Nutrient Management for Development Sties at http:/www.dcr.state.va.us/sw/e&s.htmipubs 1. SET POSTS AND EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. � I I 6' MAX STEEL OR WOOD' POST —IMBED 3' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. z 2. STAPLE WIRE FENCING TO THE POSTS. 12 1/2 GAUGE MIN MESH SPACING 6" MAX 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. i EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC y�l GROUND LINE II WIRE TEMPORARY SILT FENCE NO SCALE DRIP LINE —\ NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" TREE PROTECTION NO SCALE L A L JIMNEJ AT 4' C.C. ure & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 �Aj op �2 /t-STIN Y. YWN �- Lic. NU. 42897 SITE INFO.: SIMEON RAWLAN D 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAWN: KAW TTV DATE: 12/16/12 1 SUBMITTALS SYM DESCPJF 10N DATE Q REVIEW SET 07/25/1 zQ ENSITE SITE PLAN 07/25/1 Q REVISED ENSITE SITE PLAN 08/03/1 Q REVISED REVIEW SET 08/06/1 5Q PLICATION DRAWINGS 09 /24/1 •Q PLAN /21/1 1,,,ENSrrE EVISED APPLICATION DWGS /26/1 PDATED TREE INVENTORY [12/18/1 A EVISED APPLICATION DWGS /02/1 SF[3:T NWE: EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS ISHWrc NO.: -2g I E E h 12" MAX OL OVERALL_HEIGHT TOP OF TOWER APPURTENANCES LIGHTNING ROD ELEVATION = 730'± AMSL [99'± AGL] -� OL TOP OF TOWER /ANTENNAS_ ELEVATION = 728'± AMSL [97'± AGL] FACE OF NEW LTE (4G) ANTENNA ANTENNA CENTERLINE ELEVATION (TYP OF 3) Y ELEVATION = 724'± AMSL [93'± AGL] 0 OUNTING COLLAR YP OF 2) OUNTING PIPE YP OF 3) CE OF NEW PCS /CELLULAR IALBAND ANTENNA W OF 3) OF NEW MONOPOLE EW MONOPOLE ENLARGED VIEW NOT TO SCALE TOWER BOLTS (TYP) Sa.. 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) ANTENNA CENTERLINE ELEVATION - ELEVATION = 716'± AMSL [85.0'± AGL] NEW VERIZON WIRELESS 97' A.G.L. MONOPOLE NOTE: FENCE NOT SHOWN FOR CLARITY ELEVATION VIEW NOT TO SCALE TOWER FOUNDATION BY OTHERS �H 18 MAX DIAMETER AT THE TOP OF THE MONOPOLE SHALL NOT EXCEED 18" MAX n n n SEE ENLARGED VIEW THIS SHEET 30 "0 MAX / SEE ENLARGED VIEW THIS SHEET � �u V\-n �c Q TOP OF CANOPY ELEVATION = [718' -O "T] AMSL REFERENCE TREE IDENTIFIED AS 30" OAK HEIGHT = 718' AMSL, 83' A.G.L. W REFERENCE TREE BEGINNING OF POLE ELEVATION = 632'- I "*I AMSL TOP OF FOUNDA07N _TI ELEVATION = [63I' -9'fj AMSL GROUND ELEVATION OF REFERENCE_ TREE ELEVATION = [635' -O'fJ AMSL FINISHED GR4DE ®TOWER AMSL%1 SAWN - [631 -Oltj AAM ,tore & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202.461 verimp wireless 1831 RADY COURT RICHMOND, VA 23222 o /qUSTIN Y. Y N �� Lic. ND. 42897 SIZEINIII SIMEON 1 C 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: JYY DRAWN: REIF REVIEW: SPP TTV DATE: 12/06/12 SYAL D6OUPI10N DATE Q REVIEW SET 07/25/12 zQ ENSITE SITE PLAN 07/25/12 Q REVISED ENSITE SITE PLAN 08/03/12 Q REVISED REVIEW SET 08/06/12 5Q PLICATION DRAWINGS 09 /24/12 eQ ENSITE PLAN 11/21/12 Q REVISED APPLICATION DWGS 11/26/12 Q UPDATED TREE INVENTORY 12/18/12 104/02/13 A REVISED APPLICATION DWGS ELEVATION VIEW sHeer No.: C -3 E SYK 2'-0' a �# CONSTRUCTION NOTES ° 1. CORNER, END OR LINE POST: 4" X 4" TREATED LUMBER 6"W-W2.942.9 v CHAMFER SPACING FOR LINE POSTS IS 8' -0" C TO � MAX. REVISED ENSITE SITE PLAN 2. TOP RAIL & BRACE RAIL: 2" X 4" TREATED LUMBER i0 X _ 3. 1" (NOMINAL) X 6" - 8' DOG EARRED FENCE BOARDS. O - I 09 /24/12 CEDAR PREFERRED. #1 TREATED ACCEPTABLE. NO.57 COARSE AGGREGATE 4. 1 1/2" MAXIMUM CLEARANCE FROM GRADE. z ° 5. 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER UPDATED TREE INVENTORY (1) #4 CONT DURING BID WALK. h I 6' -O" 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) VARIES - SEE PLAN I� 8' -0" TYP -I - NE POST mft7 COMPOUND FENCE DETAIL NO SCALE VERIFY FINISHED MATERIAL REQUIREMENTS WITH CONSTRUCTION MANAGER PRIOR TO BID 1" MIN. ABOVE EXISTING GRAD 12' EXISTING 1 1/2" PER 6' OF SLOPE 1 1/2" PER 6' OF SLOPE GRADE 1/2" MINIMUM AT CROWN III III III I COMPACTED ROAD BASE / MATERIAL REMOVE ORGANIC J/ 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 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL GRAVEL ACCESS ROAD CROSS SECTION NO SCALE EXTE SIDE 2 AGILITY ADE NEW FENCE 12" MIN N A 6" X 20" STUB UP AREA MIN 3000 PSI CONCRETE ....... .......................... SEE GENERATOR PAD SECTION A -A r.- . . - .- ... . . . . . BELOW FOR TURNDOWN F- o A I 1 � II I ....................... 1'_2" L 12' -0" A�I�n�TTC� N J.)lC14: 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 SYK 2'-0' #5 AT 18" O.C. WITH 3" Qi CLEAR COVER AT PAD EDGES C-4� 1/2" CONTINUOUS 6"W-W2.942.9 v CHAMFER WELDED WIRE FABRIC REVISED ENSITE SITE PLAN 08/03/12 N0.57 COARSE AGGREGATE i0 X _ 08/06/12 d 4 O - I 09 /24/12 NO.57 COARSE AGGREGATE w 6" MINIMUM COMPACTED SUBGRADE z ° 6" 8" W io w UPDATED TREE INVENTORY (1) #4 CONT GENERATOR PAD SECTION A -A REVISED APPLICATION DWGS NO SCALE NEW FENCE POST - NO.57 COARSE AGGREGATE BOTTOM LAYER OF MIRAFI HP570 GEOSYNTHETIC. EXTEND 2' BEYOND TOE OF AGGREGATE i I SLOPE, ALL AROUND ".j t; (IIIIIII II III�I, COMPACT TOP 6" OF I.... t SUBGRADE /BASE MATERIAL TO 95% DENSITY PER ASTM D -1557 SECTION - COMPOUND AREA NO SCALE ,ture & Engineer 1331 L STREET, SUITE WASHINGTON, DC 2C 202461.3260 FAX 202461 veriZon wireless 1831 RADY COURT RICHMOND, VA 23222 �Aj op 1STIN Y. Y N Lic. NU. 42897 SITE INFO.: SIMEON RAWLAN D 1240 THOMAS JEFFERSON PARKWAY CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY DESIGN: DRAWN: REVIEW: - TTV DATE: 12/16/12 SUBMITTALS SYK D®alrnoN DATE Qi REVIEW SET 07/25/12 Qz ENSITE SITE PLAN 07/25/12 Q REVISED ENSITE SITE PLAN 08/03/12 Qi REVISED REVIEW SET 08/06/12 Q5 PLICATION DRAWINGS 09 /24/12 PLAN 11/21/12 Q 1,ENSITE EVISED APPLICATION DWGS 11/28/12 Q UPDATED TREE INVENTORY 12/18/12 REVISED APPLICATION DWGS 04 /02/13 CIVIL DETAILS I��c -a I