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MUN ]NO) S1�NI0MO 1NiiMdlnu� :11�JHS ':F,OZ L JO 1HO11H �dll1N-�O CM] M 1M 013M�d 10 7VHS dNN:11NM 'HiV3M]ONn 1N:]Mdln0] NOIIMOINnMMOO O11NNMMNn a-�iv�ii�j H11M JiMO1 i�ioddnS ��is <,0—,09 L ONIISIX] _o =M on I REVISIONS BY -A I X L o, LPG N �• TAX MAP NO. 32-41 D2 VA GRID UNITED STATES POSTAL SERVICE P DB 1659, PG 179 ZONE LI o, v o `- o O � Q � O X x x x X x x -x x x x _x x X Chain Link Fence m x x x x— V 1 x x r x X X--x x x x S x x Rod x x x x x x--x x x x x X x x x x x x Found00 '00"E 374.00' N33'23//�Cq N38'30'24"E 495.11 ' m oon rn / M 1K N Proposed Lease Area: ;. l l / / •�� TAX MAP N0. 32-41 D L 1 N54' I 724n W 20.00' POST OFFICE LAND TRUST LZ N35'42'36"E 47.37' L3 S54'1 T24"E 20.0Q' a � j l l l � � DB ZONE PG 333 L4 S35'42'36"W 47.37' woods < h p / // 11 j CD 2 144.9' Area: 947 Sq. Ft. 0.022 Acres Existing 5, - - 35'42'36"E -------..___-- l�' Building 'Z g� 50.21' TAX MAP N0. 32-41 h JOSEPH W. WRIGHT Jr. & DAVID P. TURNER l l / - ` - - - \ Char -N2'S5 11 W / / D8 1360, PG 271 g_ " 1 / ZONE RA Chord=93.17' �. , _ _ - - - - - _ �\ y Def= 6Z20'52" `, -- - - _ Tgt=54.45' I _ S35'4i2'36"W, �' S35'42'36"W \ �\ i9; l Arc=97.94' iZod=90.00' Li Box 5!08, I L3 °`ta 35.76' \\ �� ��� �F ConoPY I Exist I 99 /�_L4._�_�_f.�rl' S�T�9 Bckbrd_ F,.. CO Gate Eq. x I Proposed 20' Access Easement: i Q-I `Pad „ I Existing RV.oti \\ \� PP Benchmark i �I X sf I Building ' " \ Area: 16332 S Ft. 0.375 Acres Chisled square on the I I �, Ruins y �� \ \ N3942 50 E -� q• 05, SE conc. tower base' P: , . I , , I \ p -- - - -- -- - - - _ _ _ _ 2P \ i Elev = 628.15' I '`` 'Ix `�X �'� Power Pole \ - _ P --------- _' _ ,' - i II Torn" r a I I W/ Tped -------- - - - -`— ��P �- \_,.p,_ Nj540'01"E N2g15'15"E"' �r __------ \� - P P----__-_Grovel Drive . `_ _ `= 8 P PPN35, w j `- _ - - - - - - - - - - - - -- - - _ ` P—90.120"E- i I Benchmark _ _ - - _ 09---- p_ RR Spike set in base S39'42'S0"W -^ �-- 1_ __ _ _ __--- _____________ --_- ---_P P - _ - _ v`V of 36" Oak free 127.55' - ------------- _ _ ---- - - --- --y _x—x 4F{ D Elev = 629.11' ` `�- h~ - _ _ —x r --x — -x—x S45 4p - Wire Fen e - - 0 _ -------------.----- - 15 129.3p1 W _ ~ _ _ _ _ _ _ _ _ _ < - S2g 15' 89.96 ChBrg=SZ'55' 11 "E Ex. House S35'01'20"W Chord=113.88' Shed Tgt=66.55 93 14 Def- 62'20'S Arc= / 19.70' Rod=110.00' 250.6' TO A LINE IN COMMON WITH TAX MAP NO. 32-41 H-1 STORAGE MANAGEMENT 1, L.L.C. DB 1921, PG 423 ZONE C1 DATE: OCTOBER 28, 2002 RE: SITE ID: CHR 010A CROWN -FLAT BRANCH CROWN SITE ID: 816360 1750 AIRPORT ROAD, CHARLOTTESVILLE, VA. 22901 LOCATED IN THE COUNTY OF ALBEMARLE, VA. I CERTIFY THAT THE LATITUDE OF 38'07'58.2" NORTH AND THE LONGITUDE OF 78°26'24.6" WEST ARE ACCURATE TO WITHIN +/- 50 FEET HORIZONTALLY; AND THAT THE SITE ELEVATION OF 627' AMSL IS ACCURATE TO WITHIN +/- 20' VERTICALLY. WITH AN EXISTING STRUCTURE HEIGHT OF 156' AOL, THE OVERALL EXISTING HEIGHT IS 783' AMSL. THE HORIZONTAL DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES AND SECONDS, TO THE NEAREST TENTH OF A SECOND. THE VERTICAL DATUM (HEIGHTS) ARE IN TERMS OF THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE DETERMINED TO THE NEAREST FOOT. STEVEN H. MILES, L.S. REGISTRATION # 1963 GRAPHIC SCALE 1" =30' Ex. Tower Diagram Not to Scale N38'30'24"E 396.38' TAX MAP N0, 32-41 B AIRPORT ROAD LIMITED PARTNERSHIP DB 718, PlG 311 ZONE HC NOTES: 1. TAX MAP REFERENCE # 32-41; RIVANNA DISTRICT ZONED RA ZONING RESTRICTIONS MAY APPLY. 2. OWNER: JOSEPH W. WRIGHT Jr. & DAVID P. TURNER (DB 1360, Pg 271) J. TOPOGRAPHIC AND LEASE LIMIT SURVEY AS SHOWN IS BASED ON A CURRENT FIELD SURVEY DATED 10125102. THE BOUNDARIES AND AREAS SHOWN OUTSIDE THE LEASE LIMITS WERE COMPILED FROM RECORD DOCUMENTS AND DO NOT REFLECT A SURVEY OF THE PREMISES. DIMENSIONS TO UNSURVEYED PROPERTY LINES ARE APPROXIMATE. 4. BEARINGS REFERENCED TO NAD 1983, VIRGINIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE. HORIZONTAL DATUM IS NAD 1983 (2C ACCURACY); VERTICAL DATUM IS NAVD 1988 (2C ACCURACY). MAGNETIC DECLINATION IS COMPUTED, NOT OBSERVED. 5. THIS PROPERTY DOES NOT LIE IN A "SPECIAL FLOOD HAZARD AREA" AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL # 510006 0125 D. 6. THE LOCATION OF THE PRESENCE OF WETLANDS OR OTHER ENVIRONMENTALLY SENSITIVE AREA, IF ANY, WAS NOT A PART OF THIS SURVEY. THE LOCATION OF UNDERGROUND TANKS OR UTILITIES WAS NOT A PART OF THIS SURVEY. 7. AUSTIN BROCKENBROUGH AND ASSOCIATES, ITS PARTNERS OR EMPLOYEES, WILL NOT BE RESPONSIBLE FOR THE PRESENCE OR REMOVAL OF ANY TOXIC WASTES OR MATERIALS ON THE SURFACE, IN ANY STRUCTURE, OR BURIED BENEATH THE SURFACE. 8. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT AND MAY NOT REFLECT ALL ENCUMBRANCES UPON THE PROPERTY. 9. THE TERM "CERTIF(" IS DEFINED AS AN EXPRESSION OF PROFESSIONAL OPINION AND, AS SUCH, NEITHER CONSTITUTES A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. 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_ / GENERAL GROUNDING NOTES MATERIALS: 2. GROUND ROD AND GROUND RING PLACEMENT: B. GATE POSTS: 12. GROUND RODS (REPLACEMENT): GATE POSTS SHALL BE GROUNDED TO EACH OTHER TO WHEN GROUND RODS CANNOT BE DRIVEN INTO THE SOIL A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL THE OUTSIDE GROUND RING SHALL BE PLACED AROUND THE ENSURE THE ENTIRE FENCE HAS ELECTRICAL CONTINUITY. VERTICALLY TO A DEPTH DESCRIBED IN PARAGRAPH 2, AND UNDERGROUND CONDUCTORS AND "POWER GROUND BAR BTS AT A DISTANCE OF TWO (2) FEET FROM THE BTS AT CONNECTIONS SHALL BE DRILL AND TAP WITH BURNDY REMAIN IN 95% COMPACTABLE SOIL, THEN THE FOLLOWING CONDUCTORS OR AS OTHERWISE SPECIFIED. THE A DEPTH OF 2'-6" OR 6" BELOW THE FROST LINE, TYPE KC22 TO THE POST WITH A #2 AWG BARE SOLID METHODS OF SUBSTITUTION MAY BE USED. THESE ARE GROUND WIRE TO THE MGB SHALL BE GREEN JACKETED WHICHEVER IS DEEPER. RODS SHALL BE DRIVEN TO A TINNED COPPER WIRE. SUGGESTED METHODS ONLY, AND EACH CASE SHOULD BE STRANDED #2 TINNED WIRE BURNDY CONNECTED TO THE DEPTH SUCH THAT THE TOP OF THE RODS IS AT THE LEVEL REVIEWED BY THE PROJECT MANAGER. THE PURPOSE IS TO BUSS BAR AND CONNECTED TO THE GROUND RING ON A OF THE GROUND RING CONDUCTOR. THE RODS SHALL BE C. GATES: ACHIEVE THE LOWEST IMPEDANCE TO GROUND, IN ANY GROUND ROD. PLACED MINIMALLY ALONG THE RING AT THE FOLLOWING GATES SHALL BE BONDED TO GATE POSTS WITH A 18" CASE, EQUAL TO OR LESS THAN 5 OHMS. LOCA"PIONS: BRAIDED STRAP TYPE BD18G92. THE CONNECTIONS B. #2 AWG, INSULATED STRANDED COPPER CABLE IS SHALL BE BURNDY 2 HOLE LUGS (3/8" HOLES, 1" A. FOR SITES WHICH HAVE SOIL CONDITIONS WHICH CONSIST ACCEPTABLE FOR INTERIOR GROUND BAR CONDUCTORS A. BELOW THE AREA OF THE INTERNAL MASTER GROUND CENTER TO CENTER) BOLTED THROUGH EACH POST. OF SOLID OR SEMI SOLID ROCK BELOW ABOUT THREE ON TENANT IMPROVEMENT SITES. BAR (MGB) FOR CONNECTION TO THE MGB. FEET OF COMPATIBLE SOIL, A COMBINATION OF METHODS C. 5/8" X 8' GROUND RODS OF SOLID COPPER, STAINLESS 6. A/C COMMERCIAL POWER GROUNDING CONNECTIONS: MAY BE USED: B. BELOW THE UTILITY RACK FOR CONNECTION TO THE MAIN AT THE ON —SITE RISER POLE LOCATION OR UNDERGROUND STEEL OR COPPER CLAD HIGH STRENGTH STEEL. BUILDING COMMERCIAL POWER DISCONNECT. SERVICE ENTRANCE LOCATION, THE A/C SERVICE SHALL BE 1. A COMBINATION OF SHORT GROUND RODS MAY BE D. ABOVE GRADE CONNECTIONS SHALL BE BURNDY MECHANICALLY BONDED TO THE A/C SERVICE ENTRANCE USED WITH 3' SQUARE 1/4" COPPER PLATES. A HYGROUND COMPRESSION. BELOW GRADE CONNECTIONS C. BELOW THE CORNERS OF THE BTS. GROUND AS SPECIFIED BY THE NATIONAL ELECTRIC CODE, MINIMUM OF TWO PLATES SHOULD BE USED AND SHALL BE CADWELD OR OTHER APPROVED EXOTHERMIC D. AS REQUIRED TO ACHIEVE A MAXIMUM SPACING OF ARTICLE 250 AND/OR APPROPRIATE LOCAL CODES. A SHOULD REPLACE GROUND RODS ON AN EQUIVALENCY OF TWO GROUND ROD LENGTHS PER WELDING SYSTEM FOR BONDING AS SPECIFIED. EIGHT (8) FEET BETWEEN GROUND RODS ALONG THE SEPARATE GROUND ROD SHALL BE PROVIDED AT THIS COPPER PLATE. THE COPPER PLATE SHOULD BE RING PERIMETER. POINT, AND SHALL BE CONNECTED TO THE EXTERIOR PLACED IN A MINIMUM 3" BENTONITE BASE AND E. XIT OR ADVANCED GROUNDING ELECTRODE (AGE), ALL GROUNDING RING. A SEPARATE A/C SERVICE GROUND AND CHEMICAL GROUND RODS SHALL BE UL APPROVED. E. AS REQUIRED ALONG THE RING PERIMETER TO ACHIEVE NEUTRAL SHALL THEN BE ROUTED TO AND CONNECTED TO COVERED WITH 3" OF BENTONITE FILL PRIOR TO 5 OHMS OR LESS RESISTANCE WHEN TESTED. THE MAIN DISCONNECT INSIDE THE BUILDING OR AS BACKFILL. F. SOLID COPPER PLATES OF MINIMUM 3'X3'X1/4" SIZE AS REQUIRED BY LOCAL AUTHORITY. SPECIFIED. F. TWO RODS LOCATED ON OPPOSITE SIDES AT EACH 2. AN ACTIVE TYPE CHEMICAL ROD SYSTEM MAY BE TOWER LEG OR MONOPOLE. 7. COAX BRIDGE /CABLE TRAY GROUNDING USED. THIS IS AN ENGINEERING JUDGMENT AND G. NOALOX OR APPROVED EQUAL CONDUCTIVE MEDIUM BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH SHOULD BE USED ONLY WHERE NECESSARY, DUE TO MATERIAL SMALL BE USED IN ALL MECHANICAL G. ONE ROD LOCATED BENEATH EACH END OF THE WAVE #2 SOLID TINNED GROUND WIRE. THESE CONNECTIONS SHALL EXPENSE. IN ALL CASES, THE STANDARD PRACTICES CONNECTIONS. GUIDE BRIDGE OR CABLE TRAY. BE DOUBLE LUG BOLTED /SCREWED MECHANICAL OUTLINED IN THIS DOCUMENT SHOULD BE FOLLOWED CONNECTIONS WITH STAR LOCK WASHERS AND NOALOX. ALL TO THE EXTENT THAT IS APPLICABLE, AND SHOULD H. #6 AWG STRANDED INSULATED (GREEN) FOR ALL H. ONE ROD LOCATED ADJACENT TO THE STANDBY BRIDGE SPLICES SHALL HAVE JUMPERS OF #2 SOLID WITH BE MODIFIED AS TO THE QUANTITY OF GROUND RODS INTERNAL EQUIPMENT GROUNDING. GENERATOR, AND IF SEPARATED BY MORE THAN EIGHT COMPRESSION LUGS. AND CONDUCTOR SIZE ONLY AS RECOMMENDED BY FEET, ONE LOCATED ADJACENT TO THE FUEL TANK. THE MANUFACTURER OF THE GROUND ROD SYSTEM. I. MECHANICAL FASTENERS (I.E., DOUBLE LUGS, SPLIT 8. 8c 8. CAD WELD BURNDY CONNECTION: BOLTS PARALLEL CONNECTORS) SHALL BE BRONZE, I. ONE ROD LOCATED AT THE BASE OF THE TOWER FOR CAD WELDS (EXOTHERMIC WELDS) AND BURNDY 3. A SYSTEM UTILIZING CORED SHAFTS, STANDARD BRASS, COPPER OR STAINLESS STEEL AND HAVE THE AGB. CONNECTIONS SHALL BOND ALL UNDERGROUND AND DAMP GROUND RODS ON ATYPICAL LAYOUT, WITH A NOALOX BETWEEN CONDUCTOR AND CONNECTION. LOCATION CONNECTIONS, SHELTER SKID GROUNDS, TOWER BENTONITE (CLAY) BACKFILL. IN THIS CASE EACH 3. TOWER GROUNDING: OR MONOPOLE GROUNDS, FENCING CORNER AND AND GATE GROUND ROD SHOULD BE TESTED INDIVIDUALLY, AND J. BOLTS, NUTS AND SCREWS USED TO FASTEN POSTS, ANTENNA GROUND BARS, (AGB) SURGE ARRESTER EACH ROD SHOULD HAVE AN ACCESS BOX PLACED MECHANICAL CONNECTORS SHALL BE STAINLESS STEEL ALL MONOPOLES SHALL HAVE TWO GROUND RODS FOR FUTURE TESTING. WITH STAR TYPE STAINLESS STEEL LOCK WASHERS. (MINIMUM). ALL OTHER TOWERS SHALL HAVE TWO GROUND GROUND BAR, AND THE MASTER GROUND BAR (MGB). RODS PLACED AT THE BASE OF EACH TOWER LEG. EACH MECHANICAL CONNECTIONS SHALL BE TYPICALLY USED TO K. ALL LUG TUBE FASTENERS SHALL PROVIDE TWO HOLES MONOPOLE OR "POWER LEG SHALL BE BONDED TO THE BOND ALL INTERIOR EQUIPMENT, COAX CABLE BRIDGES AND TO ALLOW A DOUBLE BOLT CONNECTION. SYSTEM VIA TWO #2 BARE TINNED SOLID COPPER COAXIAL CABLE GROUND KITS. ALL LUG TYPE MECHANICAL CONDUCTORS. BURNDY CONNECT THE CONDUCTORS TO ONLY CONNECTORS TO THE MGB OR AGB SHALL BE TWO HOLE L. MASTER GROUND BAR (MGB): STRUCTURAL BASE PLATES OR LUGS OR EARS AS MAY BE TYPE CONNECTED WITH STAINLESS STEEL BOLTS AND NUTS PROVIDED. NO BURNDY CONNECTIONS SHALL BE MADE TO WITH STAINLESS STEEL LOCK WASHERS AND NOALOX ON IF AN MGB IS NOT PROVIDED WITH THE BTS, THE THE VERTICAL WALLS OF THE STRUCTURE. DO NOT EITHER SIDE OF THE BUSS BAR. MGB SHALL BE AS FOLLOWS: GROUND TO HOLLOW LEG MEMBERS. 9. LIMITS OF BEND RADIUS: THE MGB IS A COPPER BAR MEASURING 4"WVx24"Lx1 /4" 4. ANTENNA GROUNDING: IT IS IMPORTANT THAT THE GROUNDING CONDUCTOR LOCATED AS CLOSE TO THE BTS AS POSSIBLE. THE MGB CONNECTING THE INSIDE AND OUTSIDE GROUND SYSTEMS BE SHALL HAVE A MINIMUM NUMBER OF 28 EACH 3/8" EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE AS STRAIGHT AS POSSIBLE, WITH NO TURN OR BEND HOLES. GROUND BAR SHALL BE SUPPORTED BY GROUNDED AT THREE POINTS USING AHARD—SHELL SHORTER THAN ONE FOOT RADIUS WITH A THREE FOOT MOUNTING BRACKETS WITH INSULATOR STANDOFFS. (2) COAXIAL CABLE KIT FROM THE MANUFACTURER OF THE RADIUS PREFERRED. NO RIGHT ANGLE OR SHARP BENDS #2 TINNED SHALL BE MECHANICALLY ATTACHED (2 HOLE REVISIONS 0 BY 1 1-21-02 1 FINAL CDS ABBCo `x a. 2 U U u oti a �z O�Z�� m zW��� � N c��zz •OQ 3 alu:V>U:� c O w 00 z o c :Ll � T � 3 ai o � ajQ NM �' N pn N to to � c � QvN r)o 'c x 0, w DRAWN 8Y: ABB CHECKED B'Y: PSM DATE INITIAL CD 1 1-05-02