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HomeMy WebLinkAboutSP201100007 Legacy Document 2011-08-22 (2)E14) Clear Signal Towers, LLC DIRECTIONS TO SITE: FROM RICHMOND: TAKE 1 -64W FOR APPROXIMATELY 65 MILES AND TURN RIGHT AT EXIT 121. TURN LEFT ON SR 20 AND FOLLOW FOR APPROXIMATELY 13 MILES. TURN LEFT AT THE FIRST DRIVEWAY AFTER YOU PASS RIDING CLUB ROAD (ON RIGHT). TURN LEFT OFF DRIVEWAY AND GO THROUGH GATE TO THE ACCESS ROAD. FOLLOW ACCESS ROAD ALONG TREELINE TO THE SITE ON THE LEFT. r.1ud. 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E f tSnitri:. mptonp I—NI o . ."x, rs enrr tti r - � 45,. __.I,�tehaEaih I't, lows Mi I m1n r R G I N I- �� ,L3r �--�rr�4� �ElV:hB:i Yssllu'' "Criao'iu �u��� �hetirpe:t - �1' /f sl l VICINITY MAP NOT TO SCALE VA9023 GLENDOWER SCHMIDT PROPERTY 6507 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 PROJECT DESCRIPTION: INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 552 -7001 TOLL FREE MISS UTILITY APPROVAI ARCHITECTURAL REVIEW BOARD APPROVAL SIGNATURE DATE ALBEMARLE COUNTY PLANNING APPROVAL SIGNATURE DATE SAI SITE ACQUISITION: SIGNATURE DATE AT &T SIGNATURE DATE SAI ZONING: SIGNATURE DATE AT&T ZONING: SIGNATURE DATE SAI CONSTRUCTION: SIGNATURE DATE AT &T CONSTRUCTION: SIGNATURE DATE CHARLES CRAWLEY, PE TELEPHONE: (757) 463 -3200 80' LEASE AREA 125'X80' REVS N0. DESCRIPTION BY DATE REV.. N0. DESCRIPTION //4�\ FINAL ZONING DRAWINGS //5� \� REVISED FINAL ZONING DRAWINGS �/6 \� REVISED FINAL ZONING DRAWINGS BY DATE OWW 1/5/11 OWW 1/17/11 OWW 4/12/11 //��\ TREE SURVEY OWW 5/27/10 A2 PRELIMINARY ZONING DRAWINGS OWW 7/19/10 ��� REVISED PRELIMINARY ZONING DRAWINGS OWW 7/21/10 TELEPHONE: CONSULTING TEAM ARCHITECTURE AND ENGINEERING: WARREN WILLIAMS & ASSOCIATES 736 CARNEROS CIRCLE HIGH POINT, NC 27265 PROJECT MANAGER: WARREN WILLIAMS, P.E. TELEPHONE: (757) 450 -2288 SURVEY: POWER COMPANY: HARVEY L. PARKS, INC. AEP APPALACHIAN POWER PO BOX 3595 CONTACT: CHESTER, VA 23831 TELEPHONE: CONTACT: MIKE BRISTOW, LS TELEPHONE: (804) 748 -8641 FAX: (804) 796 -5742 SOIL ENGINEER: TELEPHONE: GEOENVIRONMENTAL RESOURCES, INC. (GER) CONTACT: CHARLES CRAWLEY, PE TELEPHONE: (757) 463 -3200 STRUCTURAL ENGINEERING: WARREN WILLIAMS & ASSOCIATES 736 CARNEROS CIRCLE HIGH POINT, NC 27265 CONTACT: JASON CANFIELD, P.E. TELEPHONE: (757) 450 -2288 UTILITIES: POWER COMPANY: 1801 LIBBIE AVENUE AEP APPALACHIAN POWER SUITE 201 CONTACT: CUSTOMER SERVICE TELEPHONE: 1- 888 - 667 -3000 TELEPHONE COMPANY: ZONING VERIZON CONTACT: JURISDICTION CONTACT: CUSTOMER SERVICE TELEPHONE: 1- 800 - 956 -4237 SUMMARY SITE INFORMATION: VA9023 GLENDOWER (SCHMIDT PROPERTY) 6507 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 LANDLORD INFORMATION: SCHMIDT FAMILY LIMITED PARTNERSHIP 1108 GLENDOWER ROAD SCOTTSVILLE, VA 24590 PPLICANT INFORMATION CLEAR SIGNAL TOWERS SHEET INDEX 1801 LIBBIE AVENUE DESCRIPTION: SUITE 201 TITLE SHEET RICHMOND, VA 23226 LEGEND AND ABBREVIATIONS PROJECT DATA: GENERAL NOTES ZONING RA -RURAL AREAS JURISDICTION ALBEMARLE COUNTY TAX MAP NO. 12100- 00- 00 -082HO SITE TYPE RAW LAND TOWER TYPE MONOPOLE TOWER HEIGHT 80' LEASE AREA 125'X80' AREA OF LAND FENCE NOTES AND DETAILS DISTURBANCE 10,000 SF (2C) GEOGRAPHIC COORDINATES: LATITUDE: 3T 51' 1.469" N LONGITUDE: 78' 32' 54.982" W GROUND ELEV. (AMSL): 467' 9' 31' W CHANGING BY 0' 1' W PER YEAR ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION SHEET TOTAL: 13 4)) I Clear Signal Towers, LLC CLEAR SIGNAL YOWERS, LLC 1801 L7BBMAVENUE SUnF201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648.4809 at& SHEET INDEX SHEET: DESCRIPTION: T -1 TITLE SHEET T -2 LEGEND AND ABBREVIATIONS N -1 GENERAL NOTES AM -1 AREA MAP SP -1 SURVEY PLAT TS -1 TREE SURVEY C -1 SURVEY AND SITE PLAN C -2 ENLARGED SITE PLAN C -3 GRADING AND EROSION CONTROL PLAN C -4 ELEVATION VIEW C -5 FENCE NOTES AND DETAILS C -6 CIVIL DETAILS A -1 SHELTER ELEVATIONS SHEET TOTAL: 13 4)) I Clear Signal Towers, LLC CLEAR SIGNAL YOWERS, LLC 1801 L7BBMAVENUE SUnF201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648.4809 at& V V ItiTH 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 6 -13 -11 4W_ §kS�IONAL e.61A GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: T -1 Rim I •_ i warren williams & associates 736 CARNEROS CIRCLE HIGH PO /NT NORTH CAROLINA 27265 757 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWN APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWN APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWN APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWN APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWN APP'D: OWW 04 12 11 REV FINAL ZONING DRWGS G BY: KMB CHK: OWW APP'D: OWW V V ItiTH 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 6 -13 -11 4W_ §kS�IONAL e.61A GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: T -1 EXISTING coroc. �P /P El 7>F LEGEND NEW CONCRETE PROPERTY LINE ABBREVIATIONS & SYMBOLS LIST EASEMENT DBUILDING (FOOTPRINT) 1P, 2P, & 3P SINGLE POLE, TWO POLE, & THREE POLES NEUT NEUTRAL A/C AIR CONDITIONING N NORTH AN ADJUSTABLE NA NOT APPLICABLE AFF AGL ABOVE FINISH FLOOR ABOVE GROUND LEVEL NIC NTS NOT IN CONTRACT NOT TO SCALE APPROX APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED = REVISION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER AWG AMERICAN WIRE GAUGE OD OUTSIDE DIAMETER❑ = NOTE REFERENCE A OR AMP AMPERE OPNG OPENING BLDG BUILDING OPP OPPOSITE O BLK BLOCK OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER BMR BASE MOBILE RADIO OHP OVERHEAD POWER B/S BUILDING STANDARD OHT OVERHEAD TELEPHONE 1 DETAIL REFERENCE CU COPPER OZ OUNCE CO CLEAN OUT PG PAGE C —1 C CONDUIT SIZE AS NOTED PIN(F) PIN FOUND CB CIRCUIT BREAKER PNS P SET CKT CIRCUIT PJF POLYVINYL JOINT FILLER CLG CEILING PLYWD PLYWOOD CLR CLEAR PR PAIR CONC CONCRETE PROJ PROJECT 1 = ELEVATION CONST CONSTRUCTION PROP PROPERTY REFERENCE CONT CONTINUOUS PSI PER SQUARE INCH C -1 CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED PSF PER SQUARE FOOT DB DEED BOOK PT PRESSURE TREATED DBL DOUBLE PVC SCHEDULE 40 PLASTIC CONDUIT. DIA, 0 DIAMETER RAD RADIATION DIAG DIAGONAL RECEPT RECEPTACLE DIM DIMENSION REQ'D REQUIRED = SECTION ON DOWN RM ROOM DIET, DETL DETAIL RO ROUGH OPENING C— REFERENCE DWG DRAWING S SOUTH DEF DUAL ELEMENT FUSES SW SWITCH E EAST SCH SCHEDULE EA EACH SHT SHEET EL, ELEV ELEVATION SIM SIMILAR =NORTH ARROW ELECT ELECTRICAL SPEC SPECIFICATION N EQ EQUAL SQ SQUARE J EQUIP EQUIPMENT SS STAINLESS STEEL EW EACH WAY STL STEEL I EXIST /EX EXISTING STRUCT STRUCTURAL EXT EXTERIOR SUSP SUSPENDED EMT ELECTRICAL METALLIC TUBING THIRD THREADED EC EMPTY CONDUIT THRU THROUGH $ N� =NORTH ARROW FIN FINISH TM TAX MAP _ WITH MAGNETIC FLUOR FLUORESCENT TNND TINNED FLR FLOOR TOC TOP OF CONCRETE DECLINATION FT FOOT TYP TYPICAL GRS GALVANIZED STEEL CONDUIT UON UNLESS OTHERWISE NOTED G OR GRID GROUND UG UNDERGROUND GA GAUGE VERT VERTICAL GALV GALVANIZE(D) VIF VERIFY IN FIELD GC GENERAL CONTRACTOR VT VINYL TILE GPS GLOBAL POSITIONING SYSTEM W/ WITH GWB GYPSUM WALL BOARD WOW WINDOW HARD'WD HARDWOOD W WEST HEC HIGH STRENGTH W/0 WITHOUT HORIZ HORIZONTAL W WATTS HR HOUR WP WEATHERPROOF HT HEIGHT XFRM TRANSFORMER HVAC HEATING, VENTILATION AND AIR CONDITIONING ID INSIDE DIA. ANGLE IN INCH INFO INFORMATION INS INSULATION & AND KW KILOWATTS CL CENTER LINE LB(S) POUND(S) LG LONG MAX MAXIMUM 13 3 PROPERTY LINE, PLATE MECH MECHANICAL MTL METAL ® AT MFR MANUFACTURER MGR MANAGER # NUMBER MIN MINIMUM MISC MISCELLANEOUS MPH MILES PER HOUR MTD MOUNTED EXISTING coroc. �P /P El 7>F LEGEND NEW CONCRETE PROPERTY LINE TELEPHONE /FIBEROPTIC PEDESTAL ASPHALT FENCE TEMPORARY BENCHMARK TREELINE CONTOURS II 041)) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS. LLC 1801 LBBIEAVENUE SUITE 201 RICHMOND, VA 23226 7EL, (804)951 -9694 FAX (804)648 -4809 at &t ff "T "..- i warren wi liams & associates 736 C4RNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 (757 450 -2288 SPOT ELEVATION �*W�'V'yu OF J� j$N SF SILT FENCE 0 0. WARREN W LLIAMS, JR. Lic. No. 37030 ITEMS TO BE REMOVED v 4 -12 -11 1 AV I ks' ZONAL VA9023 GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET T1TLE: LEGEND AND ABBREVIATIONS SHEET NUMBER: T -2 LEASE AREA EASEMENT DBUILDING (FOOTPRINT) POWER POLE TELEPHONE /FIBEROPTIC PEDESTAL ASPHALT FENCE TEMPORARY BENCHMARK TREELINE CONTOURS II 041)) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS. LLC 1801 LBBIEAVENUE SUITE 201 RICHMOND, VA 23226 7EL, (804)951 -9694 FAX (804)648 -4809 at &t ff "T "..- i warren wi liams & associates 736 C4RNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 (757 450 -2288 SPOT ELEVATION �*W�'V'yu OF J� j$N SF SILT FENCE 0 0. WARREN W LLIAMS, JR. Lic. No. 37030 ITEMS TO BE REMOVED v 4 -12 -11 1 AV I ks' ZONAL VA9023 GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET T1TLE: LEGEND AND ABBREVIATIONS SHEET NUMBER: T -2 14)) Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 LIBBIEAVENUE SUITE 201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648-4809 at& m "T - M-i SITE WORK GENERAL NOTES: STRUCTURAL STEEL NOTES: GENERAL NOTES NORTH CAROLINA 27265 757 450 -2288 NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1 05/27/10 NOTES: CONTRACTOR - CLEAR SIGNAL TOWERS CHK: OWW APP'D: OWW 2 07/19/10 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) BY: KMB CHK: OWW APP'D: OWW 3 PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 OWNER - CLEAR SIGNAL TOWERS BY: KMB 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR UNLESS OTHERWISE NOTED. OEM - ORIGINAL EQUIPMENT MANUFACTURE FINAL ZONING DRAWINGS TO THE START OF CONSTRUCTION. CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 04/12/11 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS CHK: OWW APP'D: OWW WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN "MANUAL ". SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL THE AISC OF STEEL CONSTRUCTION PAINTED SURFACES BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE SHALL BE TOUCHED UP. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY (3/4 "�) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED UNLESS NOTED OTHERWISE. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5/8' DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. SPECIFICATIONS. 5. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. POINTS W HI WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 6. ALL EXPANSION /WEDGE ANCHORS SHALL BE STAINLESS STEEL OR SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. SUBJECT THE APPROVAL OF CONTRACTOR, OWNER AND /OR LOCAL HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL UTILITIES. BE STAINLESS STEEL WITH STAINLESS STEEL WASHERS. 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH SATISFACTION OF OWNER. THE CINGULAR SPECIFICATION FOR SITE SIGNAGE. 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY CONCRETE AND REINFORCING STEEL NOTES: CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. 12. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782 - 000- 3APS -AOOZ- 00002, "GENERAL FILL OR EMBANKMENT. CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT &T GSM SITES.' 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED TO A UNIFORM SLOPE, AND STABALIZED TO PREVENT EROSION. OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING 4, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S CONCRETE CAST AGAINST EARTH ........ 3 IN. SOIL COMPACTION NOTES GUIDELINES FOR EROSION AND SEDIMENT CONTROL. CONCRETE EXPOSED TO EARTH OR WEATHER: FOR SLAB ON GRADE 6 AND LARGER ..........................2 IN. 5 AND SMALLER & WWF, ........ 1 1/2 IN. NOTES: CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. SLAB AND WALL ....................... 3/4 IN. BEAMS AND COLUMNS ...............1 1/2 IN. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED 6. CONCRETE /EXPANSION ANCHORS SHALL BE STAINLESS STEEL. SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT ", LISTED BELOW, TO AT INSTALLATION, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO 4, COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. NATURAL OR CRUSHED WITH 100 % PASSING 1" SLEEVE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET /REDHEAD OR COMPACTION EQUIPMENT: APPROVED EQUAL. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING COMPACTOR. 14)) Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 LIBBIEAVENUE SUITE 201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648-4809 at& y =0 0. WARREN KLIAMS, JR. Lic. No. 37030 4- 12 -11w, nO � \�SSIONAL GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -1 m "T - M-i warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04/12/11 REV FINAL ZONING DRWGS 6 BY: KMB CHK: OWW APP'D: OWW y =0 0. WARREN KLIAMS, JR. Lic. No. 37030 4- 12 -11w, nO � \�SSIONAL GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -1 1 21-1 971.4 121- 9��I�L � G6 d y 21- 1-7.E li 31 0. 7i1�41 1- 1 ?i Iq7A,.i h 9 921 •i8 ? p �1-8Ffir 17.f -8PF� r �j1 9A 21-399,,1 12-U 9 "1 -If 12j �0 1i�1-tl�41 -iE1C 141- 1 3Q qZ• -f4A 12 UIA �121-27G �1-b 12 71F �-121-�9D2 121 -H 1P9 -19A ?i 1 1�1?AM 1�1-•168� � � + � � l 21-42G'� 121 -ill a 121 -iz 92.1-42D--- 1 -72D 1T1�181 d '�.i -id 121 -1 6 121-5 IGE4��1�� ?i �1�1-59 121 -72C .Bfl 921 1 1- 1i1=Er AREA MAP 121.0 121 -MZH V1. '13 EE .r�n .1 2Z-1A . - f -kNG &2.2C: y -zs 2- 2- 122.4 122 -'13 1119I 1z2 -, 1 -4 "-12191 Ll-. 61+�j 12 2F MIN in-ii `9° D Nm � m _70 \ 1 °� V 4)) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS LLC 1801 LIBBIEAVENUE SUM 201 RICHMOND, VA 23226 TEL (804)951 -9694 FAX (804)648 -4809 � at &t � 'v'v 0 !� 0 0. WARREN WILLIAMS, JR. Lie. No. 37030 7� 4 -12 -11 ONAL� 1 21-72. VA9023 GLENDOWER 121 -71 (SCHMIDT 1 PROPERTY) RAW LAND 191 -709 6507 SCOTTSVILLE RD SCOTTSVILLE, VA - DD 24590 � 1 Z2_5 ALBEMARLE COUNTY 713 DRAWN BY: KMB CHECKED BY OWW 1 Z 1 4 U A TTV DATE: 04/28/10 f J 0-7 L C COMM NO: VA9023 SHEET TITLE: 4 AREA MAP SHEET NUMBER: FOR 24" X 36" PLOT - 1" = 200' 0 200' 400' FOR 11 " X 17" PLOT - 1 " = 400' AM-1 ff I • r_i warren williams & associates 736 C4RNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 (757) 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04/12/11 REV FINAL ZONING DRWGS 8 BY: KMB CHK: OWW APP'D: OWW � 'v'v 0 !� 0 0. WARREN WILLIAMS, JR. Lie. No. 37030 7� 4 -12 -11 ONAL� 1 21-72. VA9023 GLENDOWER 121 -71 (SCHMIDT 1 PROPERTY) RAW LAND 191 -709 6507 SCOTTSVILLE RD SCOTTSVILLE, VA - DD 24590 � 1 Z2_5 ALBEMARLE COUNTY 713 DRAWN BY: KMB CHECKED BY OWW 1 Z 1 4 U A TTV DATE: 04/28/10 f J 0-7 L C COMM NO: VA9023 SHEET TITLE: 4 AREA MAP SHEET NUMBER: FOR 24" X 36" PLOT - 1" = 200' 0 200' 400' FOR 11 " X 17" PLOT - 1 " = 400' AM-1 CURVE TABLE LENGTH CURVE LENGTH RADIUS DELTA CHORD HEARING CHORD C1 328.32 1 85500 22 °00'06' N52 °Ol'32'E 326.31 C2 353.14 696.00 29 °04'16' S42 °49'09'W 349.36 C3 878.87 1 1070.92 47 °01'15' 1 S20 °28'56'E 1 854.41 LINE TABLE LINE LENGTH BEARING LI 66407 S23'07'59'W L2 65.99 S22'18'47'W L3 162447 S20'20'10'W L4 84.21 S19'24'28'W LE 108480 S20'13'31'W L6 73.86 S23'41'35'W L7 30.64 S26.02'31'W L8 21445 S29 °111511W L9 77.00 S36'59'15'W LSO 1 163495 1 S41'06'25'W L11 85.08 S41 °01'29'W L12 205.10 S63'01'34'W L13 25836 S57 °21'16'W L14 311.69 S28'42'21'W L15 114169 S27'1('48'W L16 70.23 S26 °59'09'W L17 180433 S27916'31'W LIE 291.45 S29'04'14'W L19 24.94 N61'14'52'W L20 17737 S27'54'32'W L21 1 80.42 N87'17'21'W L22 93.77 S89'56'06'W L23 113.90 N28'52'44'W L24 151.27 N61'36'28'W L25 199.85 N54003'47'W L26 100.55 N48018'14'W L27 136.99 N58012'45'W L28 24795 N43'59'34'W L29 159.89 N00947'04'E L30 84.57 N12'58'28'E L31 126.60 N09- 09'57'E L32 105.54 N06- 06'39'E L33 194.35 N06 °3 4'32'E L34 95D4 NOB °34'23'E L35 206.21 N01'24'48'E L36 67.42 N60 "3216'E L37 81107 N04.52'26'W L38 201.84 N00'59'31'W L39 17901 N08 °56'27'E L40 74.17 N09 °54'29'E L41 349.90 NO3 °43'34'E L42 300.16 N00'09'44'E 1.43 152.81 N09 °13'41°W L44 161.30 N66'21'12'W "FO" N z C� O r~ CIO N F _111101, LLC. PARCEL D:12,00 -00-00 -08500 v A3115g `N / SCHMIDT PARCEL 12100 -00 -00 -08200 co 5A N66� `ASPHALT ROAD W/ HEDGE & GUARD RAIL N/F SCHMIDT FAMILY PARTNERSHIP PARCEL 10:12100- 0000-00 - 00 -082H0 N0.1108 '3 t N/F LLOYDS PARCEL ID.: 12100-00 - 00 -082BO 4.61 AC. /1 r «` J I. N/F MOUNT GALLANT TRUST, et el. PARCEL ID: 12200- 01 N/F HAECKELetal. PARCEL ID: 12200 -00 -00 -00500 N/F MOUNT GALLANT TRUST, et.d. PARCEL 10:12200- 00- 00 -0050 N/F LENNOX, LLC. PARCEL ID:122- 00- 00 -002BO N/F TRUSTEES OF CLINE KR CHRIST CHURCH PARCEL ID:12200 -00 -00 -00240 YNF TWO TIME FIVE, LLC. PARCEL ID:12200- 00- 00 -004AO CURVE TABLE CURVE LENGTH RADIUS I DELTA CHNRD BEARING CHNRD C4 I 2959 1 15,00 113'00'38° N33 °29'41 "W 1 25.02 N z° W � C�/) / I Fry C� 14 "PINE LONGITUDE: 78'32'54.982" LATITUDE: 37'51'01.469° 22 "RED OAK E =466.67- H= 529.77 ASPHALT ROAD W/ HEDGE & GUARD RAIL 311PTOP OF ) "TWN OAK E= 465.20 H- 532.27 "WHITE OAK E- 465.38 H= 536.08 � SCALE: 1' =400' 0 200 400 800 1200 y SCALE: 1 " =80' 0 40 80 160 240 SITE INFORMATION LEGAL DESCRIPTION LEASE AREA ACCESS & UTILITY EASEMENT PROJECT INFORMATION TOWER DETAIL VICINITY MAP: N.T.S. O K 0 U 125.00' x 80.00' Lease Area 20' Access & Utility Easement for Tax Parcel: 12100- 00- 00 -082HO SITE NAME: GLENDOWER (SCHMIDT PROPERTY) 0 d' Commencing at a point found on the eastern right -of -way line of State Route No.20 Commencing at a point found an the eastern right - of-way line of State Route No.20 SITE NUMBER: VA9023 being a common caner with the Schmidt property and being Nye northwestem most comer being a common comer with Me Schmidt property and being the northwestern meet comer Schmidt thence dong the line in the Schmidt S�SyG TAX PARCEL # 1 21 00- 00- 00 -08 2HO of said Schmidt property, thence along the I'me in common with the Schmidt property 1469'2T42'E a distance of 109.17' to a point; said point being the centerline and of said properly, common with property N69'27'42 'E a distance of 109.17' to a point said paint being the mtedine and SITE ADDRESS: 1108 GLENDOWER ROAD ,p y beginning point of a proposed 20' Access and Utility Easement; thence along the centerline beginning point of a proposed 20' Access and Utility Easement thence dong the centerline KESWICK, VA 22947 DEED REF. 1582, PAGE 454 of mid easement N3321'S8'W a distance of 90.31' to a point; thence N01'08'36'W a of said easement N3321'S8'W a distance of 90.31' to a point; thence N01 OB'36'W a ?$ • distance of 98.34' to a point thence N12'02'27 'E a distance of 121.23' to a point thence distance of 98.34' to a point; thence N12'02 27'E a distance of 121.23' to a point; thence OWNERS NAME: SCHMIDT FAMILY LIMITED PARTERSHIP d� s N1T42'47 °E a distance of 230.74' to a point; thence N23V0'38'E a distance of 120.19' N17'42'4YE o distance of 230.74' to a point thence N23T10'38'E a distance of 120.19' to a point thence along a am to the left with m arc length of 29.59', a radius of 15.00', to a point thence along a cum to the left with an am length of 29.59', a radius of 15.00', 6507 SCOTTSVILLE ROAD ZONING: RURAL AREAS a delta angle of 11300'38, a chord bearing of N33'29'41'W and a chord length of 25.02' to a dolt. angle of 113'00'36°, a chord bearing of N3329'41'W and a chord length of 25.02' to $COTTSVILLE, VA 24590 5 a point; thence S90VO 00'W a distance of 33.50' to a point said point being an the east line of a 125' x 80' lease area and being the end point of said 20' Access and Utility a point; thence S90'00'00'W a distance of 33.50' to a point; said point being on the eastern line of a 125' x 80' lean area and being the end point of said 20' Access and Utility JURISDICTION: ALBEMARLE Easement thence along the Eastern line of said Lease Area SOO'00 '01'W a distance of 68.69' Easement TOWER CENTROID to a point said point being the southeastern most comer and beginning point of a 125' x 80' proposed Lease Area; thence N8959'59'W a diatance of 60.00 to a point; thence N 78'32'54.982° W 3T51'01.469" LATITUDE: LONGITUDE: IX B aa40 DISTRICT: SCOTTSVILLE NOO'00'01'E a diatance of 125.00' to a paint thence S89'S9'WE a distance of 80.00' to a 20' Access & Utility Easement for Tax Parcel: 12100 -00 -00 -08200 point thence SDOTD01'W a distance of 125.00' to a point; said poing being the place of GROUND ELEVATION: 467.0'± ACCORDING TO FEDERAL EMERGENCY MANAGEMENT beginning and containing ••• square fat of land. Commencing at a point found an the eastern right -of -way line of State Route No.20 PARAPET ELEVATION: N/A AGENCY MAPS, THE MAJOR IMPROVEMENTS IN THIS being a common comer with the Schmidt properly and being the nothwestem most comer PROPERTY ARE LOCATED IN AN AREA DESIGNATED of said Schmidt property, thence along the line in common with the Schmidt property BASIS OF ELEVATIONS: GPS OBSERVATIONS RECORDED ON 5 -26 -2010 AS ZONE "X ", AREAS OF MINIMAL FLOODING. N692742'E a distance of 109.17' to a point; said point being the centerine and beginning of a .pceed 20' Aceea and Utiity Easement; thence .long the centerline SUB -METER ACCURACY TO NEAREST FOOT COMMUNITY PANEL NO. 51003C 0525D paint p of sale easement 53321'56 a distance of 13.54' to a point; thence 51321'59 °E a BASIS OF BEARINGS: GPS OBSERVATIONS RECORDED ON 5 -26 -2010 EFFECTIVE DATE: 2 -4 -2005. distance of 69.27 to a point thence S70'56'38'W a distance of 23.78' to a point thence S86'59'04'W a distance of 70.57 to a point; said point being on the eastern right -of -way, SUB -METER ACCURACY TO NEAREST FOOT line of State Route No.20 and being the end point of mid 20' Access and Utility Easement. NOTES: G+/TC LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NAD83 ±717 G AND ELEVATIONS NAVD 1988. fit surrey has been made without the benefit of a title search and Is subl ct to any uses recorded and 20 unrecorded and other pertinent facts in which a title search may dlsc/ose. REVISIONS BY Q a J O = a- 8 O W i 3 Q 3*F LLJ Ira Lu W d x J M CD 00 o„ N v1 � ti M Ix °o O W O K 0 U Q ~ Do d' 0 d' Q a J O = a- 8 O W i 3 Q 3*F LLJ Ira Lu W d x J M CD 00 o„ MICHAEL E. BRIE Lie, No. 1305 1 -28-11 1.d 9URVE� DRAWN BY: N.S.M. CHECKED BY: M.E.B. DATE 5 -26 -2010 PLOT SCALE 1:1 DRAWING NAME CV 430 SHEET No. sP -I N Q J O O O K 0 U MICHAEL E. BRIE Lie, No. 1305 1 -28-11 1.d 9URVE� DRAWN BY: N.S.M. CHECKED BY: M.E.B. DATE 5 -26 -2010 PLOT SCALE 1:1 DRAWING NAME CV 430 SHEET No. sP -I - -1— - -- -- -- Nm i % A / I / 0C, I all OO I i' ® o c d 4�5 oa� JCV,� i °og�� -' TREE SURVEY AND SITE PLAN FOR 41" X 17" PLOT - 1" = 40' ° 20' 40 TS E TREE TABLE TREE TYPE ACTION GROUND ELEVATION TREE HEIGHT (AGL) TOP TREE ELEVATION AMSL 1 WILLOW OAK FERTILIZE 465.2' 67.5' 532' 2 WHITE OAK FERTILIZE 465.8' 70.7' 536.5' 3 RED OAK FERTILIZE 466.6' 1 63.1' 529' 4 WHITE OAK FERTILIZE 468.3' 55.6' 523' 5 SHORTLEAF PINE FERTILIZE 469.1' 44.7' 513' 6 RED OAK FERTILIZE 469.5' 54.2' 523' 7 VIRGINIA PINE FERTILIZE 466.1' 57.0' 523' 8 RED OAK FERTILIZE 9 RED MAPLE FERTILIZE 10 RED MAPLE FERTILIZE 11 DEAD TREE REMOVE 12 DEAD TREE REMOVE 13 RED OAK FERTILIZE 14 RED OAK FERTILIZE 15 IWILLOW OAK FERTILIZE 16 1 WHITE OAK FERTILIZE ❑` TREE #2 USED AS REFERENCE TREE FOR TOWER SIZING NOTE: THE TREES INCLUDED IN THIS TREE TABLE AND THE TREE CONSERVATION PLAN ARE PART OF THE TREE CANOPY AT THIS SITE. THERE ARE SEVERAL SMALLER TREES (NOT INCLUDED IN TREE TABLE OR TCP & NOT NUMBERED ON THIS SHEET), THAT WILL BE REMOVED DUE TO BEING LOCATED WITHIN THE ACCESS EASEMENT AND /OR COMPOUND AREA. THEY WILL BE CLEARLY MARKED TO BE REMOVED IN THE FIELD. SITE NOTES PROPOSED CLEAR SIGNAL TOWERS 35'X30' FENCED COMPOUND WITH MONOPOLE TOWER WITHIN 80'X125' LEASE AREA. ❑ � PROPOSED CLEAR SIGNAL TOWERS 20' ACCESS /UTILITY EASEMENT. ❑3 PROPOSED TOWER WILL BE 10' ABOVE CHOSEN REFERENCE TREE, SHALL BE WITHIN 25' OF SAID REFERENCE TREE DRIPLINE. NO SETBACK REQUIRED FROM VDOT PROPERTY. E4 REQUIRED 25' SPACING BETWEEN PROPOSED TOWER AND DRIPLINE. II No) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS. LLC 1801 LBBIEAVENUE SUITE 201 RICHMOND, VA 23226 TEL (804)951 -9694 FAX (804)648 -4809 at &t M-i warren williams & associates 736 C4RNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 (757 450 -2288 V vTH OF tp ref' 0 0. WARREN W LLIAMS, JR. Lic. No. 37030 4- 12 -11� I \'ti.SIONAL �Q�� VA9023 GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TREE SURVEY SHEET NUMBER: TS -1 11411 Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 L7EEIEAVENUE SUITE 201 RICHMOND, VA =26 TEL (804)9519694 FAX (804)648.4809 0 at &t warren williams & associates 736 CARNEROS CIRCLE HIGH POINT SURVEY NOTES 27265 757 450 -2288 N0, N/F LENNOX, LLC. 1 05/27/10 TREE SURVEY BY: KMB PARCEL ID:122- 00- 00 -002BO 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY Ln BY: KMB CHK: OWW APP'D: OWW 3 PERFORMED BY HARVEY L. PARKS, INC., CHESTER, VIRGINIA ON MAY 27, > BY: KMB CHK: OWW APP'D: OWW 4 2010. NO BOUNDARY SURVEY WAS PERFORMED BY HARVEL L. PARKS, INC. 1�T BY: KMB N/F TRUSTEES OF 5 01 17 11 Lr m BY: KMB GLENDOWER CHRIST CHURCH 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE 2� A 6 BY: KMB PARCEL ID:12200 -00 -00 -00240 S64g6, SEARCH /REPORT AND MAY NOT SHOW ANY /ALL EASEMENTS AND 70 b 42F RESTRICTIONS OF RECORD THAT MAY EFFECT THE SUBJECT PROPERTY. o 0� N/F 21000X, LLC. PARCEL ID:12100 -00 -00 -08500 2 9 7j09 3, PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. (g4 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE w FREE FROM FLOODING OR DAMAGE. 'o h 5. THIS PROPERTY APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE "X" AS SHOWN ON COMMUNITY PANEL NUMBER 51003C 0525D DATED FEBRUARY 4, 2005. 6 q8, ��F o o 6, NO SUBSURFACE INVESTIGATION WAS PERFORMED BY HAYDEN FRYE AND ASSOCIATES. w 6g6e ` 7, MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH. MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. 2 = _ 8, NO WETLAND AREAS HAVE BEEN DELINEATED. N 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM 4 SURFACE EVIDENCE. 5 ITBIA RON IN aez.as 10. THE TEMPORARY BENCHMARK IS AN IRON PIN. ELEVATION = 462.59'. - �2gT42" 45 w fd`0 N/F 11. BASED ON THIS SURVEY, PERFORMED BY HARVEY L. PARKS, INC. ON MAY ? Two TIMES FIVE, LLC. 27, 2010, THE NEW MONOPOLE TOWER HAS BEEN CERTIFIED BY HARVEY L. MARKER a a�� �} PARCEL ID:12200- 00- 00 -004A0 PARKS, INC. THAT THE COORDINATE LOCATION OF THE REFERENCED TOWER e J AT THE REFERENCED SITE IS ACCURATE WITHIN 15't HORIZONTALLY AND GAYE POST _� THE ELEVATION IS ACCURATE WITHIN 3'f VERTICALLY. THE HORIZONTAL POWER 8� POLE g2a45 rt2 W DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 56g2� 1983 (NAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AND 13109 PARCELMDT ID: SECONDS. THE VERTICAL DATUM (ELEVATIONS) ARE IN TERMS AS DEFINED �- 1z1oo -o0 -L oo BELOW AND ARE DETERMINED TO THE NEAREST TENTH OF A FOOT. "FO" MARKER M51E N6 63 �, �o PROPOSED 80' MONOPOLE TOWER !'�` ASPHALT �.'` NAD 1983 w ROAD W/ LATITUDE: 37' 51' 1.469" N J HEDGE LONGITUDE: 78' 32' 54.982" W Q G RAIL 1 NAVD 88 ELEVATION: 467' AMSL N M O n 'S �/I n N J L I [� N/F SCHMIDT FAMILY LIMITED PARTNERSHIP n 10 00 -082HO ^ PARCEL ID:1 2.1108 0 MOUNT GALLANT TRUST, et.. T al PARCEL ID:12200- 00- 00 -005AO h"il w 1zo W M Z CONSTRUCTION NOTES (�~ ELI NEW 125'X80'(10,000 SQUARE FEET) CLEAR SIGNAL TOWERS LEASE AREA. NEW CLEAR SIGNAL TOWERS 80' MONOPOLE TOWER INSIDE NEW 30'X35' �� 2❑ FENCED COMPOUND. SEE SHEET C -2 FOR ENLARGED SITE PLAN. �V� -3] NEW 20' WIDE CLEAR SIGNAL TOWERS ACCESS /UTILITY EASEMENT. NEW 12' CLEAR SIGNAL TOWERS GRAVEL ACCESS ROAD (APPROXIMATELY N 6js6" N/F HAECKEL,et.al. 770' LONG). v PARCEL 3 sgy84' ID:12200 -00 -00 -00500 ❑ NEW TOWER WILL BE 10' ABOVE CHOSEN REFERENCE TREE AND SHALL BE oo. WITHIN 25' OF REFERENCE TREE DRIPLINE. SEE SHEET TS -1 FOR DETAILS. ti� lit 4g9) 3gE' S ti �s �2S m N/F X24 MOUNT GALLANT TRUST, et.al. PARCEL ID: 12200- 00- 00 -005AO 1 22 221 1 SURVEY AND SITE PLAN C — 1 FOR 24" X 36" PLOT - 1" = 300' 0 300' 600' FOR 11" X 17" PLOT - 1" = 600' 11411 Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 L7EEIEAVENUE SUITE 201 RICHMOND, VA =26 TEL (804)9519694 FAX (804)648.4809 0 at &t O 0. WARREN WILLIAMS, JR. Lic. No. 37030 4- 12 -11w' o��sSIONAL 1 GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SURVEY AND SITE PLAN SHEET NUMBER: C -1 warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 N0, 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 5 01 17 11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04/12/11 REV FINAL ZONING DRWGS 6 BY: KMB CHK: OWW APP'D: OWW O 0. WARREN WILLIAMS, JR. Lic. No. 37030 4- 12 -11w' o��sSIONAL 1 GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SURVEY AND SITE PLAN SHEET NUMBER: C -1 N C I � � I I � I Op ifj i i C I W 0 0 I I I `❑0 9 I �❑9 2 0 I 4 35.0' laq po I I � 5 � I � o I o� O� I �C �f I � O� I I I 80.0' `\ "1�) ENLARGED SITE PLAN C -2 ■ I� 8 M o \ 0 I / FOR 24" X 36" PLOT - 1" = 10' 0 FOR 11" X 17" PLOT - 1" = 20' 1 CONSTRUCTION NOTES ❑ NEW CLEAR SIGNAL TOWERS 125'X80' LEASE AREA. ❑NEW CLEAR SIGNAL TOWERS 80' MONOPOLE TOWER (PAINTED BROWN). SEE ELEVATION VIEW, SHEET C -4. ❑NEW CLEAR SIGNAL TOWERS 30'X35' FENCED COMPOUND. SEE SHEET C -5 FOR DETAILS. �4 INSTALL NEW GRAVEL WITHIN COMPOUND AS NEEDED. SEE SHEET C -6 FOR DETAILS. ❑REFERENCE TREE USED TO DETERMINE TOWER HEIGHT. NEW TOWER SHALL BE WITHIN 25' OF REFERENCE TREE DRIPLINE. SEE SHEET TS -1 FOR DETAIL. ❑ NEW CLEAR SIGNAL TOWERS UTILITY SERVICE STAND. ❑7 NEW 20' WIDE CLEAR SIGNAL TOWERS ACCESS /UTILITY EASEMENT. ❑NEW 12' GRAVEL ACCESS ROAD (APPROXIMATELY 770') AND 8 TURNAROUND. SEE SHEET C -6 FOR DETAILS. ❑9 NEW EQUIPMENT SHELTER, ICE BRIDGE AND CSC CABINET (BY OTHERS). SEE SHEET A -1 FOR DETAILS. II 4)) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS LLC 1801 LIBBIEAVENUE SU77E 201 RICHMOND, VA 23226 TEL (804)951 -9694 FAX (804)648.4809 at &t SITE NOTES warren williams & associates 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF NORTH CAROLINA 27265 LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND "' �T m CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. �L 1�) TREE SURVEY BEFORE YOU DIG, CALL "MISS UTILITY" AT 1- 800 - 552 -7001. THE CONTRACTOR SHALL BY: KMB CHK: OWW APP'D: OWW BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED 07/19/10 PRELIM. ZONING DWGS. DURING CONSTRUCTION. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE O �cl CHK: OWW APP'D: OWW WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT 01/05/11 FINAL ZONING DRAW9NGS THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY BY: KMB CHK: OWW APP'D: OWW ARE FUNCTIONING AS INDICATED. 01/17/11 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. BY: KMB 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED 04/12/11 REV FINAL ZONING DRWGS TO RESTORE A PERMANENT VEGETATIVE COVER. BY: KMB 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MAY BE CUT, OR THAT ARE DAMAGED DURING CONSTRUCTION. 6. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. THE MAGNETIC DECLINATION INDICATED IS CALCULATED BASED ON THE LATITUDINAL AND LONGITUDINAL COORDINATE GIVEN BY MIDGETTE AND ASSOCAITES. CONSTRUCTION NOTES ❑ NEW CLEAR SIGNAL TOWERS 125'X80' LEASE AREA. ❑NEW CLEAR SIGNAL TOWERS 80' MONOPOLE TOWER (PAINTED BROWN). SEE ELEVATION VIEW, SHEET C -4. ❑NEW CLEAR SIGNAL TOWERS 30'X35' FENCED COMPOUND. SEE SHEET C -5 FOR DETAILS. �4 INSTALL NEW GRAVEL WITHIN COMPOUND AS NEEDED. SEE SHEET C -6 FOR DETAILS. ❑REFERENCE TREE USED TO DETERMINE TOWER HEIGHT. NEW TOWER SHALL BE WITHIN 25' OF REFERENCE TREE DRIPLINE. SEE SHEET TS -1 FOR DETAIL. ❑ NEW CLEAR SIGNAL TOWERS UTILITY SERVICE STAND. ❑7 NEW 20' WIDE CLEAR SIGNAL TOWERS ACCESS /UTILITY EASEMENT. ❑NEW 12' GRAVEL ACCESS ROAD (APPROXIMATELY 770') AND 8 TURNAROUND. SEE SHEET C -6 FOR DETAILS. ❑9 NEW EQUIPMENT SHELTER, ICE BRIDGE AND CSC CABINET (BY OTHERS). SEE SHEET A -1 FOR DETAILS. II 4)) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS LLC 1801 LIBBIEAVENUE SU77E 201 RICHMOND, VA 23226 TEL (804)951 -9694 FAX (804)648.4809 at &t OF NON�0. 0. WARREN KLIAMS, JR. Lic. No. 37030 k 4- 12 -11 ,ONAL � GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: C -2 a", , ._ � warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAW9NGS BY: KMB CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04/12/11 REV FINAL ZONING DRWGS 6 BY: KMB CHK: OWW APP'D: OWW OF NON�0. 0. WARREN KLIAMS, JR. Lic. No. 37030 k 4- 12 -11 ,ONAL � GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: C -2 I I I - — • — • — • — • — • — • — — — •- ii " - - -- 8. ii ------------------ � � 4 C3 i i T 1 / -I o. --------------------- / / GRADING AND EROSION CONTROL PLAN C -3 0 / / EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT N CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM D' STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992). G) 2• THE CONTRACTOR MUST CONTACT THE PLANNING /CIVIL INSPECTIONS OFFICE FOR A y o PRE - CONSTRUCTION MEETING BEFORE ANY CONSTRUCTION ACTIVITY BEGINS. Q� \ 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS V THE FIRST STEP IN CONSTRUCTION. 4. 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. 5. 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. 6. 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 (SEE DETAIL 2, SHEET C -9). 7. 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 JoQn�°O� AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. �aL�v 8. 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. 9. EFFLUENT FROM DE- WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH % AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND CHARGED IN A MANNER THAT �'t�� DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE ?ct� STORM DRAINAGE SYSTEM. to 10. 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. _V? 11. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED r O 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. CONSTRUCTION NOTES i FOR 24" X 36" PLOT - 1" = 10' FOR 11"X 17" PLOT - 1"= 20' ❑1 INSTALL NEW GRAVEL WITHIN COMPOUND AS NEEDED. SEE SHEET C -6 FOR DETAILS. E2 NEW SILT FENCE, SEE SHEET C -6 FOR DETAILS. E3 INSTALL TREE PROTECTION AS NECESSARY, SEE SHEET C -6 FOR DETAILS. II 4)) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS LLC 1801 LIBBIEAVENUE SU77E 201 RICHMOND, VA 23226 TEL (804)951 -9694 FAX (804)648.4809 at &t V VTH OF D I 0 0. WARREN wII.LrAMS, JR. Lic. No. 37030 4- 12 -11' ti �' �IONAL �, GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: GRADING & EROSION CONTROL PLAN SHEET NUMBER: C -3 warren Williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04/12/11 REV FINAL ZONING DRWGS 6 BY: KMB CHK: OWW APP'D: OWW V VTH OF D I 0 0. WARREN wII.LrAMS, JR. Lic. No. 37030 4- 12 -11' ti �' �IONAL �, GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: GRADING & EROSION CONTROL PLAN SHEET NUMBER: C -3 NOTES: 1. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, CABLES, FENCE, ANTENNAS, AND THEIR SUPPORT ATTACHMENTS SHALL BE PAINTED SW #6090 JAVA BROWN. 2. ALL VERTICAL COAX SHALL BE RUN INSIDE OF MONOPOLE. 3. PROPOSED LIGHT FIXTURE SHALL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. ALL PROPOSED LIGHTING IS FOR TEMPORARY MAINTENANCE AND SECURITY USE ONLY. TOP OF HEIGHT = DIMENSIONS: TOWER - 30" DIAMETER MAX AT BASE 18" DIAMETER MAX AT TOP LIGHTNING ROD - 2' IN LENGTH 1" DIAMETER AT BASE TAPERING TO A POINT ANTENNAS - 50.9 "X12 "X6.5" MOUNTED NO MORE THAN 12" FROM TOWER NOTE: THE SIZE OF EACH PROPOSED ANTENNA SHALL NOT EXCEED 1,152 SQUARE INCHES TOP OF NEW 2' LIGHTNING ROD- - - ELEVATION VIEW NOT TO SCALE VI`VV "V ���^11V1Y - 466.5' AMSL POST CONSTRUCTION 1 A*� � L � � o warren williams & associates 736 CARNEROS CIRCLE HIGH POINT N`' 27265 757 450 -2288 �;w N N D QI� O CA ;o \--(3) NEW AT &T PANEL ANTENNAS HENNA MOUNTING 0 SCALE ANTENNA HAP 12" MAX LAYOUT PROPOSED MONOPOLE TOWER NpRTyJ NOTES: 1. THE DISTANCE FROM THE OUTSIDE FACE OF THE POLE TO THE OUTSIDE FACE OF THE PANEL ANTENNA SHALL NOT EXCEED 12 INCHES. 2. PROVIDE KELLUMS GRIP AROUND CABLES AND HANG ON EXISTING J —HOOKS W/ STRUCTURE. 3. POLE SHALL BE PAINTED JAVA BROWN. 4. ALL COAX SHALL BE RUN INSIDE POLE FROM EQUIPMENT TO ANTENNAS. 5. ALL LIGHTING SHALL BE DURING MAINTENANCE PERIODS ONLY. ANTENNA MOUNTING DETAIL NOT TO SCALE DOWNTILT BRACKET -3/8" OD GALV. PE MOUNT PROPOSED FT WORTH POLE 1401 Clear Signal Towers, LLC II CLEAR SIGNAL TOWERS, LLC 1801 LIEEMAVENUE SUITE 201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648.4809 at &t I 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 4 -12 -11 4w_ i ��SSI ONAL� GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TOWER ELEVATION SHEET NUMBER: C -4 ff "T .._ i warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04/12/11 REV FINAL ZONING DRWGS 6 BY: KMB CHK: OWW APP'D: OWW I 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 4 -12 -11 4w_ i ��SSI ONAL� GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TOWER ELEVATION SHEET NUMBER: C -4 12" 6' -0° 18 � 12' -0° 8' -0" 8' -0" �ovo —vrwuu FINISH GRADE i� COMPOUND FENCE DETAIL C-5J NOT TO SCALE REFERENCE NOTES: OCORNER, END OR PULL POST 3" OD SCHEDULE 40 PIPE. OLINE POST: 2 1/2" OD SCHEDULE 40 PIPE, PER ASTM - 1`1083. LINE POSTS SHALL BE EQUALLY SPACED AT MAXIMUM 10' -0" OC OTOP RAIL & BRACE RAIL: 1 5/8" OD PIPE, PER ASTM— F1083. ® FABRIC: 9 GA WIRE SIZE 2" MESH. OTIE WIRE: MINIMUM 9 GA ALUMINUM AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX. 24' INTERVALS. © TENSION WIRE: 7 GA GALVANIZED STEEL. OBARBED WIRE: DOUBLE STRAND 12 -1/2" TWISTED WIRE TO MATCH WITH FABRIC 14 GA, 4 POINT BARBS SPACED ON APPROXIMATELY 5" CENTERS. ® STRETCHER BAR. O3/8" DIAGONAL ROD WITH GALVANIZED STEEL TURNBUCKLE OR DIAGONAL THREADED ROD. 1 O FENCE CORNER POST BRACE: 1 5/8" OD EACH CORNER EACH WAY. 1 1 1 1/2" MAXIMUM CLEARANCE FROM GRADE. 4" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 6" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 14 FINISH GRADE SHALL BE UNIFORM AND LEVEL. 15 GATE POST 4 ". SCHEDULE 40 PIPE, FOR GATE WIDTHS UP THRU 7 FEET OR 14 FEET FOR DOUBLE SWING GATE, PER ASTM- F1083. 16 GATE FRAME: PIPE, PER ASTM— F1083. GATE LOCKING DEVICE (OFCI) 18 1 PAIR INDUSTRIAL PIN HINGE 1 9 NOT USED �O GEOTEXTILE FABRIC 21 LINE POST: CONCRETE FOUNDATION (2000 PSI) © CORNER POST: CONCRETE FOUNDATION (2000 PSI) © GATE POST: CONCRETE FOUNDATION (2000 PSI) GENERAL NOTES: 1. INSTALL FENCING PER ASTM F -567 2. INSTALL SWING GATES PER ASTM F- 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 4. POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS. ALL PIPE TO BE GALV. (HOT DIP, ASTM A120 GRADE "A" STEEL). ALL GATE FRAMES SHALL BE WELDED. ALL WELDING SHALL BE COATED WITH (3) COATS OF COLD GALV. (OR EQUAL). 5. ALL OPEN POSTS SHALL HAVE END —CAPS. 6. USE GALVANIZED HOG —RING WIRE TO MOUNT ALL SIGNS. 7. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC. 12„ 11 40 I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 LIBBIEAVENUE SUITE' 201 RICHMOND, VA 23226 TEL (804)951 -9694 FAX (804)648.4809 atat OF NON��. b � 0. WARREN WILLIAMS, JR, Lic. No. 37030 4- 12 -11W' ��SSI ONAL� GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: FENCE NOTES AND DETAILS SHEET NUMBER: C -5 "T . "_� warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'O: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04/12/11 REV FINAL ZONING DRWGS 6 BY: KMB CHK: OWW APP'D: OWW OF NON��. b � 0. WARREN WILLIAMS, JR, Lic. No. 37030 4- 12 -11W' ��SSI ONAL� GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: FENCE NOTES AND DETAILS SHEET NUMBER: C -5 CRUSH AND RUN (4" MINIMUM) 1" MIN. ABOVE REMOVE ORGANIC MATERIAL 12' -0" EXISTING GRADE I 1 1/2" PER 6' OF\ SLOPE 1 1/2" PER 6' OF SLOPE 5 1 /2 MINIMUM III -III AT CROWN, 777 - III III III�III' -1 I li III III III III III III -III I I III III -III, : � ' II III III III III III III -III III III -III \--GEOTEXTILE FABRIC WHERE REQUIRED. EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID QA 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. © 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. ACCESS ROAD CROSS SECTION NOT TO SCALE SEE PLAN FOR GRADING NO. 3 COURSE AGGREGATE FINISHED GRADE --� ;) SECTION - GRAVEL PARKING /TURIN AROUND (OUTSIDE OF FENCED COMPOUND) —6J NOT TO SCALE DRIP LINE U '`I J W�M m W \y 41 z 0 % J_�Y % W x �o 2 X 2 STAKES AT 4' C.C. NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" NOT TO SCALE CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES. (WITHOUT WIRE SUPPORT) FLOW 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. LA ---- i V � —1- FLOW —III —1 4" NOT TO SCALE 2. EXCAVATE A 4 "X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. i /ICI li 4" SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) H- Z_ O H- w c� Q Q PROPOSED FENCE m PROPOSED CONCRETE u:Si EQUIPMENT PAD (TYP) LL 3/4" CRUSHED STONE ( #57 AGGREGATE) � z O g 1 I II 1 11 I II 1 11 I I III III -III' I I- I I II I iI I_II - IIIIIIIIIIIIIIII I' -III � I l 1, � i =1 111 111 111 111 11= NOT TO SCALE II: •oIF FINISH GRADE 1.4,q Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 LIBBIEAVENUE SUITE 201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648-4809 at& V q I H OF y 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 4 -12 -11 w SIONAL GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: CIVIL DETAILS SHEET NUMBER: C -6 1 M-i warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 05/27/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 07/19/10 PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 3 07/21/10 REV. PRELIM. ZONING DWGS. BY: KMB CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS BY: KMB CHK: OWW APP'D: OWW 04 12 11 REV FINAL ZONING DRWGS 6 BY: KMB CHK: OWW APP'D: OWW V q I H OF y 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 4 -12 -11 w SIONAL GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: CIVIL DETAILS SHEET NUMBER: C -6 I SHELTER NOTES 1. MANUFACTURER FIBREBOND 1A.SHELTER TYPE D8320, 11' -5 "X28' 1B.ADDRESS 1300 DAVENPORT DRIVE 27265 MINDEN, LA 71055 2. DESIGN CRITERIA: FLOOR LIVE LOAD 150 PSF ROOF LIVE LOAD 105 PSF SNOW LOAD 0 ^ GROUND SNOW LOAD, Pg 80 PSF FLAT ROOF SNOW LOAD, Pf 87.4 PSF SNOW EXPOSURE FACTOR, Ce 1.3 SNOW LOAD IMPORTANCE FACTOR, Is 1.2 THERMAL FACTOR, C} 1.0 WIND LOAD � BASIC WIND SPEED 150 MPH WIND IMPORTANCE FACTOR 1.15 3. SQUARE FOOTAGE OF SHELTER = 320 SF. 4. THE SHELTER IS TO BE CLASSIFIED AS AN UNMANNED STORAGE AND EQUIPMENT SHELTER ONLY. 5. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH ALL CODES AND DESIGN CRITERIA AS SET FORTH BY THE MANUFACTURER AS WELL AS MEETING THOSE OF THE JURISDICTION. 6. REFER TO THE FIBREBOND SHELTER DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION. GENERATOR EXHAUST r ELEVATION A 9A'-4. 144$" [REF.] GENERATOR 'EXHAUST 12" x` 12" X 116" SHELTER ELEVATIONS NOT TO SCALE ELEVATION C 116" c e if :1.9 ELEVATION KEY n,_o. 11 -0 ELEVATION B Q r� 11' -5" ELEVATION Q GENERATOR EXHAUST .411) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 L7BBIEAVENUE SUITE 201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648.4809 0 at &t 28' -0" warren williams & associates ^21,j" [REF.] HIGH POINT NORTH CAROLINA 27265 757 450 -2288 N0, 1 o E 0 0 A N BLDG. �ID PLATE SERVICE ENTRY 21" 21" 0 .=yv 36" a 0 ^ 2 PRELIM. ZONING DWGS. RrKME CHK: OWW APP'D: OWW 3 N 25" 25" � 4 01/05/11 FINAL ZONING DRAWINGS 12" 116" 151 " [REF] g 51$" [REF. ] l2 " 116' 5 GENERATOR EXHAUST r ELEVATION A 9A'-4. 144$" [REF.] GENERATOR 'EXHAUST 12" x` 12" X 116" SHELTER ELEVATIONS NOT TO SCALE ELEVATION C 116" c e if :1.9 ELEVATION KEY n,_o. 11 -0 ELEVATION B Q r� 11' -5" ELEVATION Q GENERATOR EXHAUST .411) I Clear Signal Towers, LLC CLEAR SIGNAL TOWERS, LLC 1801 L7BBIEAVENUE SUITE 201 RICHMOND, VA 23226 TEL (804)9519694 FAX (804)648.4809 0 at &t O 0. WARREN WILLIAMS, JR. Lic. No. 37030 4- 12 -11w' ONAL1 GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SHELTER ELEVATIONS SHEET NUMBER: A -1 e_ warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 N0, 1 TREE SURVEY CHK: OWW APP'D: OWW 2 PRELIM. ZONING DWGS. RrKME CHK: OWW APP'D: OWW 3 REV. PRELIM. ZONING DWGS. CHK: OWW APP'D: OWW 4 01/05/11 FINAL ZONING DRAWINGS CHK: OWW APP'D: OWW 5 01/17/11 REV FINAL ZONING DRWGS Y: KMB CHK: OWW APP'D: OWW 4 12 11 !BY. REV FINAL ZONING DRWGS 6 KMB CHK: OWW APP'D: OWW O 0. WARREN WILLIAMS, JR. Lic. No. 37030 4- 12 -11w' ONAL1 GLENDOWER (SCHMIDT PROPERTY) RAW LAND 6507 SCOTTSVILLE RD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SHELTER ELEVATIONS SHEET NUMBER: A -1