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SP201100003 Legacy Document 2011-08-22 (2)
SCOTTSVILLE ELEMENTARY SCHOOL A DIRECTIONS TO SITE: FROM RICHMOND: TAKE 1 -64 WEST TO EXIT 167 AND TURN LEFT ONTO OILVILLE ROAD. TURN RIGHT ON US -250 AND THEN TURN LEFT ONTO FAIRGROUND ROAD AND FOLLOW FOR APPROXIMATELY 5 MILES. TURN LEFT ON US -522 AND THEN TURN RIGHT ONTO SR -6 AND FOLLOW FOR APPROXIMATELY 37 MILES. TURN RIGHT ON SR -20 AND FOLLOW FOR APPROXIMATELY 1.7 MILES. TURN LEFT INTO THE SCHOOL PARKING LOT AND THE SITE WILL BE OFF TO THE LEFT, NEAR ROUTE 20. r A�� L LOCAL i rr r i ' y•. L1 APNOT TO SCALE C.1 E..:.::i x1 -I YLANG ° ° -PS a H•rrl•o urg ° o q,w- rn-.�.rc .. :. n. ° :,:7 -aM >, I? 'I.:I 1r Fr9dFYICN8 c : -n T :P:Gcpin9 V. I:: II ''':I ,:.:I•.::p °Ie,` .awit -0 - I'I�:IIL' :I::II . I- :':Fh �tl .... . .. =.i-L1:: -bur I " P]:IE ` i' v:IG: Up La :ate nI °srillr I I N I X � ctaho °': �:hGa {r.-ew, 1 oc u�,�I.::I x - II II ,.,h ..° � 'rIrc r- 1:' -r:. -� ur I -1I irl �r6i:3 a D ° :,•il y 40 u I'- -' hmr I R ,s= h_i - n„ FM1VpOt~ Hampton 'I4jL.r °r-iI iL'rJ Nww o-.; =_ rd — mit- VICINITY MAP NOT TO SCALE CV434 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 PROJECT DESCRIPTION: INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT 2 WORKING DAYS BEFORE YOU DIG 1 —B 001 TOLL FREE APPROVAI MISS UTILITY ARCHITECTURAL REVIEW BOARD APPROVAL SIGNATURE DATE ALBEMARLE COUNTY PLANNING APPROVAL SIGNATURE DATE SAT SRE ACQUISITION: SIGNATURE DATE AT &T SIGNATURE DATE SAT ZONING: SIGNATURE DATE AT &T ZONING: SIGNATURE DATE SAI CONSTRUCTION: SIGNATURE DATE AT &T CONSTRUCTION: SIGNATURE DATE CONTACT: CHARLES CRAWLEY, PE TELEPHONE: (757) 463 -3200 /6\ REVISED FINAL ZONING DRAWINGS REV DESCRIPTION Al /\ TREE SURVEY PRELIMINARY ZONING DRAWINGS PRELIMINARY ZONING DRAWINGS 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: DATE HARVEY L. PARKS, INC. DESCRIPTION PO BOX 3595 TITLE SHEET CHESTER, VA 23831 LEGEND AND ABBREVIATIONS CONTACT: MIKE BRISTOW, LS TELEPHONE: (804) 748 -8641 FAX: (804) 796 -5742 SOIL ENGINEER: FINAL ZONING DRAWINGS 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: TELEPHONE: eFAX NUMBER: UTILITIES: POWER COMPANY: DOMINION VIRGINIA POWER CONTACT: TELEPHONE: TELEPHONE COMPANY: VERIZON CONTACT: TELEPHONE: JASON CANFIELD, P.E. (757) 450 -2288 (610) 711 -7120 CUSTOMER SERVICE 1 -888- 667 -3000 CUSTOMER SERVICE 1- 800 - 826 -2355 BY DATE REV.. N0. DESCRIPTION LIBERTY PLAZA 1 TITLE SHEET 4801 COX ROAD, SUITE 300 LEGEND AND ABBREVIATIONS OWW 06/16/10 /4\ REVISED LAYOUT OWW 06/21/10 5 FINAL ZONING DRAWINGS TAX MAP NO. 13000- 00- 00 -025PO SITE TYPE RAW LAND OWW 11/06/10 /6\ REVISED FINAL ZONING DRAWINGS SUMMARY SITE INFORMATION: CV434 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY LANDLORD INFORMATION: COUNTY OF ALBEMARLE SCHOOL BOARD 401 MACINTIRE ROAD CHARLOTTESVILLE, VA 22902 APPLICANT INFORMATION: SHEET INDEX AT &T MOBILITY DESCRIPTION: LIBERTY PLAZA 1 TITLE SHEET 4801 COX ROAD, SUITE 300 LEGEND AND ABBREVIATIONS GLEN ALLEN, VA 23060 GENERAL NOTES PROJECT DATA: SURVEY SHEET ZONING SINGLE FAMILY JURISDICTION ALBEMARLE COUNTY TAX MAP NO. 13000- 00- 00 -025PO SITE TYPE RAW LAND TOWER TYPE MONOPOLE TOWER HEIGHT 73' LEASE AREA 20'X30' AREA OF LAND FENCE NOTES AND DETAILS DISTURBANCE 600 SF (2C) GEOGRAPHIC COORDINATES: LANDSCAPE PLAN LATITUDE: 37' 49' 8.618" N LONGITUDE: 78' 30' 35.153" W GROUND ELEV. (AMSL): 396' DECLINATION: CHFINK: OWW APP'D: OWW 9' 32' W CHANGING BY 0' 1' W PER YEAR ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY CITY SEWER OR WATER. BY DATE OWW 11/19/10 OWW 12/8/10 OWW 4/13/11 SHEET TOTAL: 17 at LB8RTYPLAZ4 1 4801 COX ROAD, SDI18300 GLE'ALLRN, VA23060 -MAU . communisations SHEET INDEX SHEET: DESCRIPTION: T -1 TITLE SHEET T -2 LEGEND AND ABBREVIATIONS N -1 GENERAL NOTES SP -1 SURVEY SHEET AM -1 AREA MAP 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 RF SCHEDULE C -6 FENCE NOTES AND DETAILS C -7 CIVIL DETAILS L -1 LANDSCAPE PLAN L -2 LANDSCAPE NOTES AND DETAILS A -1 SHELTER ELAVATIONS S -1 FOUNDATION PLAN SHEET TOTAL: 17 at LB8RTYPLAZ4 1 4801 COX ROAD, SDI18300 GLE'ALLRN, VA23060 -MAU . communisations W,LTH OF y 0. WARREN WILLIAMS, JR Lic. No. 37030 '71 17-11 w 01A SIGNAL �;�% CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: T -1 i - M-i warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHFINK: OWW APP'D: OWW 6 4/13/11 ING AL ZON DWGS BY: KMB CHK: OWW APP'D: OWW W,LTH OF y 0. WARREN WILLIAMS, JR Lic. No. 37030 '71 17-11 w 01A SIGNAL �;�% CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TITLE SHEET SHEET NUMBER: T -1 LEGEND EXISTING CONC. N P/P NEW CONCRETE PROPERTY LINE LEASE AREA EASEMENT DBUILDING (FOOTPRINT) POWER POLE TELEPHONE /FIBEROPTIC PEDESTAL ASPHALT FENCE TEMPORARY BENCHMARK v �n TREELINE CONTOURS aut 6i UMP1ATA1 4801 C "% W, Sm18300 GLBWALLBV YA23060 nM (804)3603511 FAX (804)3603793 If Am - cammuni�at011� ABBREVIATIONS & SYMBOLS LIST 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 1 P, 2P, & 3P SINGLE POLE, TWO POLE, & THREE POLES NEUT NEUTRAL 06/16/10 TREE SURVEY A/C AIR CONDITIONING N NORTH 6/21/10 PRELIM. ZONING DRAWINGS ADJ ADJUSTABLE NA NOT APPLICABLE 11/06/10 PRELIM. ZONING DRAWINGS AFF ABOVE FINISH FLOOR NIC NOT IN CONTRACT 11/19/10 REVISED LAYOUT AGL ABOVE GROUND LEVEL NTS NOT TO SCALE Q = REVISION APPROX APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED 4/13/11 FINAL ZONING DWGS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER AWG AMERICAN WIRE GAUGE OD OUTSIDE DIAMETER 1❑ = NOTE REFERENCE A OR AMP AMPERE OPNG OPENING BLDG BUILDING OPP OPPOSITE O BILK BLOCK OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER BMR BASE MOBILE RADIO OHP OVERHEAD POWER B/S BUILDING STANDARD OHT OVERHEAD TELEPHONE DETAIL REFERENCE CU COPPER OZ OUNCE 1 CO CLEAN OUT PG PAGE C CONDUIT SIZE AS NOTED F) PIN FOUND CB CIRCUIT BREAKER %I PINS PIN SET CKT CIRCUIT PJF POLYVINYL JOINT FILLER CLG CEILING PLYWD PLYWOOD CLR CLEAR PR PAIR CONIC CONCRETE PROJ PROJECT 1 = ELEVATION CONST CONSTRUCTION PROP PROPERTY C— j REFERENCE CONT CONTINUOUS PSI PER SQUARE INCH 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 REVD REQUIRED 1 = SECTION DIN DOWN RM ROOM DIET, DETL DETAIL RO ROUGH OPENING C -1 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 I EW EACH WAY STL STEEL EXIST /EX EXISTING STRUCT STRUCTURAL EXT EXTERIOR SUSP SUSPENDED EMT ELECTRICAL METALLIC TUBING THIRD THREADED EC EMPTY CONDUIT THRU THROUGH =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 LON UNLESS OTHERWISE NOTED G OR GIRD 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 WDW 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 CENTER LINE B(S) POUND(S) LG LONG MAX MAXIMUM R PROPERTY LINE, PLATE MECH MECHANICAL MTL METAL ® AT MFR MANUFACTURER MGR MANAGER # NUMBER MIN MINIMUM MISC MISCELLANEOUS MPH MILES PER HOUR MTD MOUNTED LEGEND EXISTING CONC. N P/P NEW CONCRETE PROPERTY LINE LEASE AREA EASEMENT DBUILDING (FOOTPRINT) POWER POLE TELEPHONE /FIBEROPTIC PEDESTAL ASPHALT FENCE TEMPORARY BENCHMARK v �n TREELINE CONTOURS aut 6i UMP1ATA1 4801 C "% W, Sm18300 GLBWALLBV YA23060 nM (804)3603511 FAX (804)3603793 If Am - cammuni�at011� SPOT ELEVATION � �• Qy� lH 0 Jlr� SILT FENCED sF o 0. WARREN WILLIAMS, JR. Lie. No. 37030 ITEMS TO BE REMOVED 4- 13 -11�I' ONAL� CV434 SCOTTSVI LLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVI LLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE' LEGEND AND ABBREVIATIONS SHEET NUMBER: T -2 m "T .._ � warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW SPOT ELEVATION � �• Qy� lH 0 Jlr� SILT FENCED sF o 0. WARREN WILLIAMS, JR. Lie. No. 37030 ITEMS TO BE REMOVED 4- 13 -11�I' ONAL� CV434 SCOTTSVI LLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVI LLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE' LEGEND AND ABBREVIATIONS SHEET NUMBER: T -2 aut LRUMP1ATA1 4801 IX) %"D, Sm18300 GL&VALUW,, YA23060 nM (804)3603511 FAX (804)3665793 cammuni�at011� m "171 . m_� 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 06/16/10 NOTES; CONTRACTOR - SAI COMMUNICATIONS CHK: OWW APP'D: OWW 2 6/21/10 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 - AT &T BY: KMB 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR UNLESS OTHERWSE NOTED. OEM - ORIGINAL EQUIPMENT MANUFACTURE REVISED LAYOUT TO THE START OF CONSTRUCTION. CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS 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 6 4/13/11 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 SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL THE AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES ATTENTION OF CONTRACTOR. 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 "0) 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 R WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, HI 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 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 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. aut LRUMP1ATA1 4801 IX) %"D, Sm18300 GL&VALUW,, YA23060 nM (804)3603511 FAX (804)3665793 cammuni�at011� 0 t� = 0 0. WARREN WILLIAMS, JR. U � Lie. No. 37030 4 -13 -11 ^W, `SSI ONAL� CV434 SCOTTSVI LLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVI LLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -1 m "171 . m_� warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 0 t� = 0 0. WARREN WILLIAMS, JR. U � Lie. No. 37030 4 -13 -11 ^W, `SSI ONAL� CV434 SCOTTSVI LLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVI LLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -1 REVISIONS BY JUNE 21, 2010 NSM J r� vl POLE 0 M OO F4 2 N 96 �7F S� 2 AEP 792 -D-21 Q a Q h r VON MON. Q W N Z Q (/ rsco RI ?,9 F W Ld > ILLJ W U ~O J O s l �LFTL'� lOH FIB 35y4, •"' ER OPTIC MON. (F) D J J u. 0 r,Ln MARKER LINE TABLE 0 /FIBER U LINE LENGTH BEARING (% J RKER C L1 30.00 S59.08'l9'E L2 20.00 N30.51'41'E BpKrr' 10 s / L3 30.00 N59.08'19'V - ^i/ L4 20.00 S30.51'41'W N/i CALVARY BAPTIST Di RCH OF SCOTTSVLLE \ \"• ° 3 TF01P2 STN� / SAMUEL W. SPINO,eLd. TRUSTEES 08.:768, PD335 \ \ FBER OPTIC i �IM PARCEL ID.: 13000 -00 -00 -02580 \ \ VON N MON. ,� �s � � - - 's�6d• N '9f L _ � `AV Nom\ FIBER OPTIC PROPOSED 73' MONOPOLE AR MARKER ELEV=396.0't LATITUDE. 37'49'08.618" N/F WILLIS D &:649, PG.734 `rvj LONGITUDE: 78'30'35.153° PARCEL ID.: bN 13000 -OD -DO -02380 `�6,5 �c. 10"LOCU5T E HOG DGHT -57,9 =57.9 `r\ 400 ; °L 12" OCUST ELEVL�394.60 EL = 396.10 HEIGHT =62.9 \ \ ST . =3 HEIG =58. IGHT =62.9 5 10 °LOCUST 15.000 AC. " \ D IGHT=5.33 Ra SE HEIGHT =56.6 / 20 ° \ ``j_EA \ \`fo� \ NOZ ART �..........� COUNTY OF ALBEMAR�.E SCHOOL BOARD 3 .p DE W DB.:523, PD620 PARCEL ID.:13000- 00- 00 -025P0 NO.7868 .°n \ `xr\ � ' i A 1. S \ _ 9f 587'01'56 Sg5'S5'03'E DROP - - - NELT INV =400.3 \ _p� 49.40' 48.89' - - - _ 86'09'36 gg616'38 "E - - .34' � - - 49.49' - - 5358• N/F YAWS DB.: 49, PG734 � DROP 9.58 \ \ ` PARCEL ID.:130OD -00-00 -02200 (NELT e t \\ N6¢p,As J J) W 92687 N Y HURT O&:1 96, PD.386 g °' 15.000 AC. PARCEL ID.:13000 -00 -00 -02500 / N/P COUNTY OF ALBEMARLE SCHOOL BOARD DB.:523, PD620 PARCEL ID.:13DDO- 00- OD -025PO NO.7868 N/F MIWS 08.849 P &734 PARC1L ID: I SCALE: 1"=100' 13000 -00-00 -02380 SCALE: 1 " =50' 0 50 100 200 300 0 25 50 100 150 SITE INFORMATION LEGAL DESCRIPTION LEASE AREA ACCESS & UTILITY EASEMENT PROJECT INFORMATION TOWER DETAIL VICINITY MAP: N.T.S. 20.00' X 30.00' Lease Area 20' Access Easement SITE NAME: SCOTTSVILLE ELEMENTARY SCHOOL Commencing at a VON Monument an the southwestern right -of -way line of State Commencing at a VON Monument an the southwestern right -of -way line of State SITE NUMBER: CV434A TAX PARCEL # 1 3 000- 00- 00 -025PO Route No. 20 (Scottsville Road), thence along said right -of -way line S 09`06'19° E a distance of 35.94' to a point; said point being on the south nsestem right - of-way Route N. 20 (Scottsville Rmd), thence along said right- of-way line S 0906'19' E a distance of 35.94' to a point; said point being on the soulheweetem right - o-way SITE ADDRESS: 7868 SCOTTSVILLE ROAD line of State Route No. 20 (Scottsville Rmd) and being the point of beginning and line of State Route No. 20 (Scottsville Road) and being the point of beginning and SCOTTSVILLE, VA 24590 DEED REF.: 0.B.: 523, PG.620 centerline of a 20' Access Easement; thence leaving said point and the right -of- way line along the centerline of mid 20' Access Easement S 2848'3Yw W a distance centerline of a 20' Access Easement; thence leaving said point and the right -of- way line along the centerline of said 20' Access Easement S 28'48'33 "w Win distance ROgO A' of 43.38' to a point; thence S 22'34'44° W a distmec of 31.97 to a point; thence of 43.38 to a point; thence 5 22'34'44' W a distarm of 31.97' to a point; thence OWNERS NAME: COUNTY OF ALBEMARLE SCHOOL S 1327'43' W a distance of 33.02' to a point; thence S T14'49' E a distance of S 132743' W a distance of 33.07 to a point; thence S T14'49° E a distance of BOARD; 401 MCINTIRE ROAD ZONING: * ** - SINGLE FAMILY RESIDENTIAL 31.32' to a point thence S 12'46'26' E a distane of 32.54' to a pant; thence S 25'46'59' E a distance of 34.66' to a point; thence S 3704'26" E a distance of 31.32' to a point thence S 12'46'26' E a distane of 3254' to a point; thence S 254559' E a distance of 34.66' to o point; thence S 370426 E o distance of CHARLOTTESVILLE, VA 22902 33.66' to a point; thence S 41'48'15' E a distme of 51.27' to a point; thence 33.66' to a point; thence S 41'48'15' E a distant, of 51.27' to a point; thence S E a distance of 49.63' to a print thence 3' E distance of S 41'41'50' E a distance of 49.85 to a point; thence S 44'50'23' E a distance of P JURISDICTION: CHARLOTTESVILLE .51' t50' 191 to n 52.51' to a point; thence S 7631'11' E a distance of 41.97 to a point; thence 52.51' to a point-, thence S 7631'11' E a distance of 41.97 to a print; thence TOWER CENTROID S 8701'56' E a distance of 49.40' to a point thence S 81 E a distance S 870156" E a distance of 49.40' to a point thence S 81 E a distance LATITUDE: N ** * *** * * *" LONGITUDE: W DISTRICT: ALBEMARLE of 48.89' to a poind; thence S 8609'36' E a distance of 4&34' to a point thence 01 48.89' to a point; thence S 8609'36' E a distance of 48.34' to a paint thence S 8616'38' E o distance of 49.49' to a point; thence S 7525'17° E a distans of S861638 Ea distance of 49.48' too point; thence S 7525'17' E a distans of GROUND ELEVATION: ACCORDING TO FEDERAL EMERGENCY MANAGEMENT 5358' to a point; thence N 6211'53 E a distance of 38.18' to a point; thence N W46'43' E a distance of 55.69' to a pant; said point being on the southern 53.58' to a point; thence N 6211'53 E a distance of 38.18' to a point; thence N 30'46'43° E a distance of 55.69' to a point; said point being an the southern PARAPET ELEVATION: N/A AGENCY MAPS, THE MAJOR IMPROVEMENTS IN THIS PROPERTY ARE LOCATED IN AN AREA DESIGNATED line of a 20.00' X 30.00' lease area and being the end point of said 20' Access line of a 20.00' X 30.00' lease area and being the end pant of said 20' Access Easement. BASIS OF ELEVATIONS: GPS OBSERVATIONS RECORDED ON 6 -14 -10 AS ZONE "X ", AREAS OF MINIMAL FLOODING. Easement, thence along the emthem line of said lease arm S 590819' E a dietanae of 5.SO' to a point; said point being the southeastern comer of a SUB -METER ACCURACY TO NEAREST FOOT COMMUNITY PANEL NO. 51003C 0525D. 20.00' X 30.00' lease area and the beginning point; thence N 3051'41" E a 20 EFFECTIVE DATE: 2 -04 -2005. distance of 20.00' to a point; thence N 5901 W a distance of 30.00' to a BASIS OF BEARINGS: GPS OBSERVATIONS RECORDED ON 6 -14 -10 point; thence S 3051'41 W a distance of 20.00' to a point. thence S 590899" E a distance of 30.00' to a point; said pant being the place of beginning and SUB -METER ACCURACY TO NEAREST FOOT containing !'^ square feet of land �+ K NOTES: t7�/ C LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NAD83 AND ELEVATIONS NAVD 1988. QO �y IR191 ROAD 6 This survey has been mode without the benefit of o subject title search and is en recorded MOUNUdN MSTA ich o title search unn ecorded and otherpertinent facts 3 ROgp may disclose REVISIONS BY JUNE 21, 2010 NSM 0 w M N 0 0 U 0 a TH OFD MICHAEL E. BRISTOW'Z U Lic. No. 1305 6 -11 -2010 LgND SURVN'Ta� DRAWN BY: N.S.M. CHECKED BY: M.E.H. DATE 6 -15 -2010 PLOT SCALE 1:1 DRAWING NAME CV 434 SHEET No. SP -1 J r� vl r� V 0 ti 0 M OO F4 2 N 2 0 Do Q a Q h r --t 0 w M N 0 0 U 0 a TH OFD MICHAEL E. BRISTOW'Z U Lic. No. 1305 6 -11 -2010 LgND SURVN'Ta� DRAWN BY: N.S.M. CHECKED BY: M.E.H. DATE 6 -15 -2010 PLOT SCALE 1:1 DRAWING NAME CV 434 SHEET No. SP -1 J 0 2 Q V) a) J r --t Q W N Z Q W W Ld > ILLJ W U ~O J D J J H 00 0 r,Ln 0 U (% J 0 w M N 0 0 U 0 a TH OFD MICHAEL E. BRISTOW'Z U Lic. No. 1305 6 -11 -2010 LgND SURVN'Ta� DRAWN BY: N.S.M. CHECKED BY: M.E.H. DATE 6 -15 -2010 PLOT SCALE 1:1 DRAWING NAME CV 434 SHEET No. SP -1 SURVEY NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY HARVEY L. PARKS, INC. ON JUNE 14, 2010. NO BOUNDARY SURVEY WAS PERFORMED BY HARVEY L. PARKS, INC. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH /REPORT AND MAY NOT SHOW ANY /ALL EASEMENTS AND RESTRICTIONS OF RECORD THAT MAY EFFECT THE SUBJECT PROPERTY. 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE. 5. THIS PROPERTY APPEARS TO BE LOCATED IN THE F.I.R.M. ZONE "X" AS SHOWN ON MAP NUMBER 51003C 0525D DATED FEBRUARY 4, 2005. 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY HARVEY L. PARKS, INC. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON VIRGINIA STATE GRID (SOUTH ZONE). MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. 8. NO WETLAND AREAS HAVE BEEN DELINEATED. 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 10. PROPOSED 73' MONOPOLE NAD 1983 LATITUDE: 37' 49' 8.618" N LONGITUDE: 78' 30' 35.153" W NAVD 88 ELEVATION: 396' AMSL _IS ;.734 D.: -023BO CONSTRUCTION NOTES ❑1 NEW AT &T 20'X30' LEASE AREA /FENCED COMPOUND WITH AT &T 11' -5 "X16' SHELTER AND MONOPOLE TOWER. SEE SHEET C -2 FOR ENLARGED SITE PLAN. ❑� NEW AT &T 20' ACCESS /UTILITY EASEMENT. ❑3 NEW TOWER WILL BE 10' ABOVE CHOSEN REFERENCE TREE AND SHALL BE WITHIN 25' OF REFERENCE TREE DRIPLINE. SEE TS -1 FOR TREE SURVEY. F4 PROPOSED TOWER WITHIN REQUIRED 25' SPACING BETWEEN PROPOSED TOWER AND DRIPLINE. ❑5 PROPOSED LANDSCAPING. SEE SHEETS L -1 AND L -2 FOR DETAILS. ❑6 ADDITIONAL EXISTING TREES ADDED TO DRAWINGS (TYP). N OTE: -02200 PROPOSED TOWER MEETS OR EXCEEDS ALL REQUIRED SETBACKS. THERE ARE NO REQUIRED SETBACKS TO VDOT RIGHT OF WAY. N OTE: CRITICAL SLOPES ARE PRESENT ON THE SUBJECT PARCEL, HOWEVER NO CRITICAL SLOPES ARE IN THE VICINITY OF THE PROPOSED SITE CRITICAL SLOPES ARE DEFINED AS AREAS WITH A SLOPE OF 25% OR GREATER. THE EXISTING SLOPE OF THE PROPOSED SITE LOCATION IS APPROXIMATELY 10 %, THUS NO CRITICAL SLOPES WILL BE AFFECTED. att L7BBRIYPLAZA 1 4801 COXROAD, $DI18300 GLBNALL&V, VA 23060 M (804)360 -3511 FAX (804)3605793 RIAU . communications - N""�ONM�. 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 d 5 -17 -11 W s IONAL ..-� CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SURVEY AND SITE PLAN SHEET NUMBER: C -1 m "T M- warren williams & associates 736 04RNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW - N""�ONM�. 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 d 5 -17 -11 W s IONAL ..-� CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SURVEY AND SITE PLAN SHEET NUMBER: C -1 v 1z I EXISTING DRAINAGE PIP EXISTING PARKING / 10 \ N S 9 °- \ WOODE DRAINAGE 1 i '1 :ENLARGED SITE PLAN C -2 Ll ba4- .ba*Ws, I I I I I I I I I I I A � I � I I I I I I I J / / / o I / f oo I G I ° I � 5 �O I I I a oa o I 'o 0 oo °o I o I I I 00 / / / / �J EXISTING DRIVEWAY FOR 24" X 36" PLOT — 1" = 10' FOR 11" X 17" PLOT — 1" = 20' CONSTRUCTION NOTES NEW AT &T 20'X30' LEASE AREA /FENCED COMPOUND. SEE SHEET C -6 FOR DETAILS. NEW AT &T 73' MONOPOLE (PAINTED JAVA BROWN). SEE SHEET C -4 FOR ELEVATION VIEW. NEW AT &T 11' -5 "X16' EQUIPMENT SHELTER ON CONCRETE PAD. SEE SHEETS A -1 & S -1 FOR DETAILS. [4 NEW AT &T UTILITY STAND. TEMPORARY 12' WIDE GRAVEL CONSTRUCTION ACCESS ROAD. (APPROXIMATELY 92' IN LENGTH) SEE SHEET C -7 FOR DETAIL. GRAVEL SHALL BE REMOVED AFTER CONSTRUCTION AND GROUND RETURNED TO SAME CONDITION PRIOR TO CONSTRUCTION. NEW GRAVEL INSTALLED IN COMPOUND. SEE SHEET C -7 FOR DETAIL. �7 NEW 20' WIDE AT &T ACCESS /UTILITY EASEMENT. NEW AT &T ICE BRIDGE (APPROXIMATELY 6.0' IN LENGTH) WITH 2 RUNS OF 6 ON 6 COAX INTO SHELTER AND UP INSIDE TOWER. E9 GPS SHALL BE MOUNTED ON ICE BRIDGE SUPPORT POST CLOSEST TO SHELTER. 10 REFERENCE TREE USED TO DETERMINE TOWER HEIGHT. SEE SHEET TS -1 FOR D ETAI L. 1 PROPOSED TOWER SHALL BE LOCATED WITHIN 25' OF REFERENCE TREE DRIPLINE PER ALBEMARLE COUNTY. SEE TS -1 FOR DETAILS. 12 TREES LOCATED WITHIN 50' OF THE PROPOSED TOWER INCLUDED IN TREE CONSERVATION PLAN. SEE TS -1 FOR TREE INVENTORY. 13 PROPOSED LANDSCAPING. SEE SHEETS L -1 AND L -2 FOR DETAILS. at&t InME PLAZA] 4801 =ROAD, Sb=300 GLBNAlf.BN, YA23060 1 .-. warren Williams & associates SITE NOTES HIGH POINT 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF 9 G�/ LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. NO. 1 BEFORE YOU DIG, CALL "MISS UTILITY" AT 1- 800 - 552 -7001. THE CONTRACTOR SHALL �9C BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. AFC' CHK: OWW APP'D: OWW 2 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE PRELIM. ZONING DRAWINGS WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT BY: KMB THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY 3 ARE FUNCTIONING AS INDICATED. PRELIM. ZONING DRAWINGS 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 4 TO RESTORE A PERMANENT VEGETATIVE COVER. REVISED LAYOUT 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS L ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MAY BE CUT, OR THAT ARE I DAMAGED DURING CONSTRUCTION. FINAL ZONING DWGS 6. THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD. THE i MAGNETIC DECLINATION INDICATED IS CALCULATED BASED ON THE LATITUDINAL AND 6 LONGITUDINAL COORDINATE GIVEN BY HARVEY L. PARKS. WOODED I CONSTRUCTION NOTES NEW AT &T 20'X30' LEASE AREA /FENCED COMPOUND. SEE SHEET C -6 FOR DETAILS. NEW AT &T 73' MONOPOLE (PAINTED JAVA BROWN). SEE SHEET C -4 FOR ELEVATION VIEW. NEW AT &T 11' -5 "X16' EQUIPMENT SHELTER ON CONCRETE PAD. SEE SHEETS A -1 & S -1 FOR DETAILS. [4 NEW AT &T UTILITY STAND. TEMPORARY 12' WIDE GRAVEL CONSTRUCTION ACCESS ROAD. (APPROXIMATELY 92' IN LENGTH) SEE SHEET C -7 FOR DETAIL. GRAVEL SHALL BE REMOVED AFTER CONSTRUCTION AND GROUND RETURNED TO SAME CONDITION PRIOR TO CONSTRUCTION. NEW GRAVEL INSTALLED IN COMPOUND. SEE SHEET C -7 FOR DETAIL. �7 NEW 20' WIDE AT &T ACCESS /UTILITY EASEMENT. NEW AT &T ICE BRIDGE (APPROXIMATELY 6.0' IN LENGTH) WITH 2 RUNS OF 6 ON 6 COAX INTO SHELTER AND UP INSIDE TOWER. E9 GPS SHALL BE MOUNTED ON ICE BRIDGE SUPPORT POST CLOSEST TO SHELTER. 10 REFERENCE TREE USED TO DETERMINE TOWER HEIGHT. SEE SHEET TS -1 FOR D ETAI L. 1 PROPOSED TOWER SHALL BE LOCATED WITHIN 25' OF REFERENCE TREE DRIPLINE PER ALBEMARLE COUNTY. SEE TS -1 FOR DETAILS. 12 TREES LOCATED WITHIN 50' OF THE PROPOSED TOWER INCLUDED IN TREE CONSERVATION PLAN. SEE TS -1 FOR TREE INVENTORY. 13 PROPOSED LANDSCAPING. SEE SHEETS L -1 AND L -2 FOR DETAILS. at&t InME PLAZA] 4801 =ROAD, Sb=300 GLBNAlf.BN, YA23060 V �IH OF y 1, 0 0. WARREN WILLIAMS, JR Lic. No. 37030 4 -13 -11 w1 \�SSI ONAL� ti CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: C -2 1 .-. warren Williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 IFINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW V �IH OF y 1, 0 0. WARREN WILLIAMS, JR Lic. No. 37030 4 -13 -11 w1 \�SSI ONAL� ti CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: ENLARGED SITE PLAN SHEET NUMBER: C -2 N v — 0 C -7 FOR DETAILS. -------------------------------- i i Iii I i I � i/ i .@V1ba .RV1ba .BVOas I_ _ I � � ---------------- I I O` I I I I I / / / i f GRADING & EROSION CONTROL PLAN F '9 c�i0 2 . arc - - - - -- -- `I 1 1 4 ' 1 �I I I I I I I I f�� 100 I J 03,, FOR 24" X 36" PLOT - 1" = 10' FOR 11" X 17" PLOT - 1" = 20' 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992). 2. THE CONTRACTOR MUST CONTACT THE PLANNING /CIVIL INSPECTIONS OFFICE FOR A PRE - CONSTRUCTION MEETING BEFORE ANY CONSTRUCTION ACTIVITY BEGINS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 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 AS WELL AS FOR MATERIALS TRANSPORTED FROM THE PROJECT SITE. 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 DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS, WATERWAYS OR THE STORM DRAINAGE SYSTEM. 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. 11. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND SEEDED. CONSTRUCTION NOTES n 1, �1 INSTALL NEW GRAVEL WITHIN COMPOUND, SEE SHEET 0 C -7 FOR DETAILS. 7 NORTH CAROLINA �2 INSTALL GRAVEL FOR NEW ACCESS ROAD AS NO. NEEDED. SEE SHEET C -7 FOR DETAILS. �3 NEW SILT FENCE, SEE SHEET C -8 FOR DETAIL. TREE SURVEY INSTALL TREE PROTECTION AS NECESSARY. SEE BY: KMB SHEET C -7 AND TREE CONSERVATION PLAN FOR 2 DETAIL. NOTE: CRITICAL SLOPES ARE PRESENT ON THE SUBJECT PARCEL, HOWEVER NO CRITICAL SLOPES ARE IN THE VICINITY OF THE PROPOSED SITE CRITICAL SLOPES ARE DEFINED AS AREAS WITH A SLOPE OF 25% OR GREATER. THE EXISTING SLOPE OF THE PROPOSED SITE LOCATION IS APPROXIMATELY 10 %, THUS NO CRITICAL SLOPES WILL BE AFFECTED. 19 `mac LnWR7YPL47_4I 4801 CDXRLAAD, sum30o GLBNAUMV' VA23060 72L /8041360 -3511 RAU - communicationg �I�,TH OF y W10. WARREN WILLIAMS, X Lic. No. 37030 4- 13 -11w O , ^ \'�SI ONAL Q CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: GRADING & EROSION CONTROL PLAN SHEET NUMBER: C -3 m I T . m_� warren Williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW �I�,TH OF y W10. WARREN WILLIAMS, X Lic. No. 37030 4- 13 -11w O , ^ \'�SI ONAL Q CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD 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. 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 — (3) Q 51.9 "X12.7 "X2.8" MOUNTED NO MORE THAN 12" FROM TOWER TOP OF NEW 2' LIGHTNING ROD TOP OF NEW MONOPOLE TOWER HEIGHT = 73' 0 RAD C/L (469' +/- AMSL) (3) NEW AT &T FLUSH MOUNTED ANTENNAS HEIGHT = 70' @ RAD C/L 0 TOP OF REFERENCE TREE CANOPY T HEIGHT = 63' (459.0' +/- AMS�)� , ill NOTE: DETAIL IS NOT TO SCALE BUT IS FOR ILLUSTRATION PURPOSES ONLY. PROPOSED TOWER WILL MEET ALL ALBEMARLE COUNTY ORDINANCES. ELEVATION = 396.1' AMSL +/- ELEVATION VIEW NOT TO SCALE NEW 73' MONOPOLE PAINTED JAVA BROWN PROPOSED 11' -5 "X16' AT &T EQUIPMENT SHELTER ON CONCRETE PAD WITHIN A 20'X30' BOARD ON BOARD FENCED COMPOUND 4 i� =lo �Iz N QI� P. Al C1 p 4 �. No � w � Q v � � V PROPOSED MONOPOLE TOWER (PAINTED JAVA BROWN) B1 �0,QT . (3) NEW AT &T FLUSH HJ MOUNTED PANEL ANTENNAS ANTENNA MOUNTING LAYOUT NOT TO SCALE ANTENNA HAS 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. 12" MAX ANTENNA MOUNTING DETAIL NOT TO SCALE DOWNTILT BRACKET -3/8" OD GALV. PE MOUNT PROPOSED MONOPOLE at &t IlB�7YPlATA1 4801 ="D, S'MM300 GL8IV"",, VAT3000 18L (8<14) j60351�1 communications OF y I 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 ''�,�, 4- 13 -11w, i �'SSJONAL � CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TOWER ELEVATION SHEET NUMBER: C -4 ff ", 1 ..- i warren williarns & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 950 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'O: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APPb: OWW OF y I 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 ''�,�, 4- 13 -11w, i �'SSJONAL � CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: TOWER ELEVATION SHEET NUMBER: C -4 NOTES: 1. SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTOR FACE. 2. THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, WHITE, AND SLATE(GREY). THESE TAPES SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE. 3. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON "CABLE MARKING COLOR CONVENTION TABLE ". 4, ALL COLOR CODE TAPE SHALL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. 5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF 3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING BETWEEN EACH COLOR. 6. ALL COLOR BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM OF 3/4" WIDE. 7. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE -TO -SIDE. 8. COLOR CODE AT TOWER AND BEFORE SHELTER. 9. TERMINATE THE COAX 4' OFF THE PAD. 1'S AND 2'S TERMINATED AT THE GSM AND 3'S AND 4'S TERMINATED AT THE DNB. 10• COLORS SHALL BE LEFT TO RIGHT (1- 2 -3 -4) WHEN VIEWED FROM BEHIND ANTENNAS. SECTOR ANTENNA TOP JUMPER CABLE (TYP) JUMPER CABLE (TYP) MAIN COAX (TYP) GMA SURGE ARRESTOR (TYP) BOTTOM JUMPER CABLE (TYP) BTS EQUIPMENT CABLE MARKING LOCATIONS DIAGRAM ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS TABLE NO. TAPE TAG LOCATIONS 1. X � EACH TOP- JUMPER SHALL BE COLOR CODED O AZIMUTH COAX SIZE, IN. WITH (1) SET OF 3" WIDE BANDS. TAPE COLOR 1 #1 EACH MAIN COAX SHALL BE COLOR CODED 742352- WithRET 70't 0' WITH (1) SET OF 3" WIDE BANDS NEAR THE 2. X 2 TOP- JUMPER CONNECTION AND WITH (1) SET 7/8" 90't GREEN OF 3/4" WIDE COLOR BANDS JUST PRIOR TO BY: KMB CHK: OWW APP'D: OWW 6 ENTERING THE BTS OR TRANSMITTER BUILDING. 3. X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. (IF SHELTER IS USED) ALL BOTTOM JUMPERS SHALL BE COLOR 4. X CODED WITH (1) SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. ALL BOTTOM JUMPERS SHALL BE COLOR 5• * * CODED WITH (1) SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. 1 2 U V) 3 (* - DENOTES TAG OR TAPE.) COAX PORT ASSISNMENTS (VIEWED FROM INSIDE EQUIPMENT ROOM /SHELTER) ANTENNA POSITION CURRENT 1 2 3 4 Tx Rx Rx Tx 0000 0000 0000 COLOR KEY R - RED B - BLUE G - GREEN W - WHITE '---(3) NEW AT&T PANEL ANTENNAS PROPOSED MONOPOLE TOWER �LpRTy) TYPICAL ANTENNA ORIENTATION AND COLOR CODING NOT TO SCALE CABLE SCHEDULE AND RF SYSTEM DESIGN PLAN SECTOR ANTENNA POSITION MAKE MODEL =I00 ��z Lu y w � IV =) O AZIMUTH COAX SIZE, IN. io TAPE COLOR '---(3) NEW AT&T PANEL ANTENNAS PROPOSED MONOPOLE TOWER �LpRTy) TYPICAL ANTENNA ORIENTATION AND COLOR CODING NOT TO SCALE CABLE SCHEDULE AND RF SYSTEM DESIGN PLAN SECTOR ANTENNA POSITION MAKE MODEL RAID CTR. FT. AGL MECHANICAL DOWNTILT REMOTE ELECTRICAL DOWNTILT TPx ANTENNA CONFIGURATION TMA TYPE NO. OF TMA AZIMUTH COAX SIZE, IN. EXT. LENGTH TAPE COLOR 1 #1 KATHREIN 742352- WithRET 70't 0' 0' REVISED LAYOUT ETW190VS12UB 2 0' 7/8" 90't GREEN BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 2 1 #1 KATHREIN 742352- WithRET 70't 0, 0' ETW190VS12UB 2 120° 7/8" 90't BLUE 3 #1 KATHREIN 742352- WithREf 70't 0, 0, ETW190VS12UB 2 240' 7/8" 90't WHITE # OF ANTENNAS PER SECTOR: 1 (6) TOWER MOUNTED AMPLIFIERS ERICSSON 2106 OUTDOOR NEW EQUIPMENT? YES 11' -5 "X16' SHELTER ON CONCRETE PAD atm 4801 CM"D, SUM300 GMNAUM,, VA 23060 cornmu nir�atign8 OF NON��. 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 , ,, 4 -13 -11 14 ��SSJONAL � CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: RF SCHEDULE SHEET NUMBER: C -5 1 warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWN APP'D: OWW 3 11/06/10 BY: KMB PRELIM. ZONING DRAWINGS CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWN APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW OF NON��. 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 , ,, 4 -13 -11 14 ��SSJONAL � CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: RF SCHEDULE SHEET NUMBER: C -5 F,, -(1" VARIF4 - CFF PI AN 8, -n" TYP WOUND FENCE DETAIL NO SCALE REFERENCE NOTES: OCORNER, END OR LINE POST: 4" X 4" TREATED LUMBER SPACING FOR LINE POSTS IS 8' -0" �- TO q MAX. OTOP RAIL & BRACE RAIL: 2" X 4" TREATED LUMBER O1" (NOMINAL) X 6" - 8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. #1 TREATED ACCEPTABLE. ® 3" MAXIMUM CLEARANCE FROM GRADE. ODUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE. © GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. OPOST: 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. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). 5. FENCE AND ALL HARDWARE SHALL BE PAINTED JAVA BROWN SW #6090 12" TYP. EXTERIO SIDE -AC I LITY TIDE "-� att L7BBRIYPLAZA 1 4801 COXROAD, $DI18300 GLBNALL&V, VA 23060 M (804)360 -3511 FAX (804)3605793 RIAU . communications OF D 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 d 4 -13 -11 W" s IDNAL ..�� CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: FENCE NOTES AND DETAILS SHEET NUMBER: C -6 0 r, r, warren williams & associates 736 04RNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW OF D 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 d 4 -13 -11 W" s IDNAL ..�� CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: FENCE NOTES AND DETAILS SHEET NUMBER: C -6 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 MINIMUM III -III AT CROWN I =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 DRIP LINE �z m� >Z 0 � U 0 I Z �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. 2. EXCAVATE A 4 "X4" TRENCH (WITHOUT WIRE SUPPORT) UPSLOPE ALONG THE LINE OF STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. '1-- �� I_III- �/I I =1 1I- III =1i� NOT TO SCALE PROPOSED AT &T CONCRETE EQUIPMENT PAD (TYP) NOT TO SCALE H- Z_ O 0_ LEI Q c� LL a m Cn LL 0 0 FLOW IIIIII;11 I�III_ 4" 4. BACKFILL AND COMPACT SHEET FLOW INSTALLATION THE EXCAVATED SOIL. (PERSPECTIVE VIEW) I I I I A A IFLOWI -- IF II1 FLOW =11' 4" POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) PROPOSED FENCE 3/4" CRUSHED STONE ( #57 AGGREGATE) z -1V.1 Ip. I -1 a II: ii •oIF u,. FINISH GRADE att ME)ffYPLAZA 1 4801 COX RaAD, SME300 GLE'ALUN, VA23060 -MAU . communications V q I H OF y 0. WARREN WILLIAMS, JR. Lic. No. 37030 ' 4 -13 -11 w SJONAL CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: CIVIL DETAILS SHEET NUMBER: C■ BE 1 1 - M-i warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW V q I H OF y 0. WARREN WILLIAMS, JR. Lic. No. 37030 ' 4 -13 -11 w SJONAL CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: CIVIL DETAILS SHEET NUMBER: C■ BE ALL TREES TO HAVE SPECIMEN FORM WITH FULL, DENSE CROWNS 2" X 4" WOOD STAKES COMPACTED EARTH SAUCER 6" MIN. ROOT BALL 1' -0" MIN.' TREE PLANTING NO SCALE 1,1 :099ff��J�I 1. THE CONTRACTOR SHALL VERIFY THAT TOTAL QUANTITIES INDICATED IN THE PLANT LIST OR SCHEDULE AGREES WITH QUANTITIES SHOWN ON PLANTING LAYOUT. IF DISCREPANCIES, USE TOTAL OF QUANTITIES SHOWN ON PLANTING LAYOUT. 2. THE CONTRACTOR SHALL PROVIDE THE QUANTITIES REQUIRED TO COMPLETE PROPOSED PLANTING AS SHOWN ON THE LANDSCAPE PLAN. 3. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE. 4. ALL BEDS SHALL BE CLEAN AND WEEDED. 5. PROVIDE ALL NECESSARY PLANT MATERIALS, LABOR, TOOLS, AND MATERIALS TO COMPLETE THIS PROJECT IN A WORKMANLIKE, PROFESSIONAL MANNER. 6. ALL TREES, SHRUBS, AND GROUND COVERS SHALL BE SPECIMEN QUALITY (AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS), SHALL BE NURSERY- GROWN, AND IN A HEALTHY, INSECT AND DISEASE -FREE, CONDITION. 7. NO SUBSTITUTIONS OF SIZE OR VARIETY OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE DESIGNER AND ALBEMARLE COUNTY. 8. STAKE TREES ACCORDING TO A.A.N. (AMERICAN ASSOCIATION OF NURSERYMEN) STANDARDS. 9. ALL TREES AND SHRUBS HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING UTILITIES AS ACCURATELY AS POSSIBLE. FIELD VERIFY LOCATIONS FOR ALL UTILITIES PRIOR TO INSTALLING PLANT MATERIAL. 10. PROVIDE OWNER FULL 12 MONTHS MATERIAL AND LABOR GUARANTEE ON ALL PLANT MATERIAL. 11. THOROUGHLY WATER ALL PLANT MATERIAL AFTER PLANTING AND MULCHING. FERTILIZE ALL PLANT MATERIAL WITH LIQUID SEAWEED AFTER WATERING. APPLY SLOW RELEASE FERTILIZER TO ALL PLANTS PER MANUFACTURER'S DIRECTIONS ON LABEL AT PLANTING. 12. MULCH TO BE 2" MIN DEPTH SHREDDED HARDWOOD BARK MULCH IN ALL BED AREAS. 13. ANY QUESTIONS REGARDING THE INSTALLATION OF THIS PROJECT SHOULD BE BROUGHT TO THE ATTENTION OF LANDSCAPE DESIGNER ® 757- 450 -2288. 14. TREE AND SHRUB PITS SHALL BE 3 TIMES SIZE OF ROOT BALL AND BACK FILLED WITH FOLLOWING SOIL MIXTURE THOROUGHLY MIXED: 2 PARTS JAMES RIVER SAND, 2 PARTS COMPOSTED HORSE MANURE OR CATTLE MANURE, OR ORGANIC COMPOST, AND 6 PARTS GOOD QUALITY TOPSOIL. 15. TEST SOIL BEFORE PLANTING AND ADD PROPER SOIL AMENDMENTS TO SOIL TO ESTABLISH ph OF 6.5. 16. PREPARE SOIL WITH HI CALCIUM LIME 0 RATE OF 12 LBS. /PER 100 SQUARE FEET. 17. PROVIDE 12" MIN DEPTH OF TOPSOIL AND SOIL MIXTURE ® ALL SHRUB BED LOCATIONS. PROVIDE 2" MIN DEPTH OF TOPSOIL AND SOIL MIXTURE ® ALL DISTURBED GRASS AREAS. SET PLUMB RUBBER HOSE SECURED WITH NO.12 GAUGE, PLIABLE, DOUBLE STRAND WIRE TWO WOOD STAKES SET 180 DEGREES APART SET TOP OF ROOT BALL 2" ABOVE EXISTING GRADE - SHRUB PLANTING DETAIL NO SCALE TWO TIMES BALL DIAMETER C. l t&t L Vr.lYPbVA1 4801 CO%"D, SUM 3(V GMNALLBN, VA 23060 M (801)3603511 F M01)360 -5793 commvni��a�fign8 FINISHED GRADE ----------- warren williams & associates 3" OF MULCH HIGH POINT 4" COMPACTED EARTH 27265 SAUCER (NOTE: IN NO. PLANTING BEDS,ELIMINATE BRANCHING HEIGHT THE COMPACTED EARTH TREE SURVEY AUCER AND COVER ALL UBBER HOSE SECURED RUBBER D I H 3" OF MULCH, WITH X12 GAUGE MINIMUM) PLIABLE GALVANIZED WIRE EXISTING GRADE 3 PLANTING SOIL MIXTURE FINISHED GRADE CUT AWAY ALL BALLING ROPES, BY: KMB TOP HALF OF WIRE BASKET 4 (MIN.),AND REMOVE BURLAP REVISED LAYOUT FROM TOP 1/3 OF ROOT BALL BY: KMB UNDISTURBED SOIL SHRUB PLANTING DETAIL NO SCALE TWO TIMES BALL DIAMETER C. l t&t L Vr.lYPbVA1 4801 CO%"D, SUM 3(V GMNALLBN, VA 23060 M (801)3603511 F M01)360 -5793 commvni��a�fign8 rro� "'H OF NPSN�mu 0 0. WARREN W1LIAMS, JR. Lic. No. 37030 4- 13 -11� O SJONAL � CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: LANDSCAPE NOTES & DETAILS SHEET NUMBER: L -2 r_� l MI.- warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW rro� "'H OF NPSN�mu 0 0. WARREN W1LIAMS, JR. Lic. No. 37030 4- 13 -11� O SJONAL � CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: LANDSCAPE NOTES & DETAILS SHEET NUMBER: L -2 SHELTER NOTES 1. MANUFACTURER FIBREBOND 1A. SHELTER TYPE D8332, 11' -5 "X16' 1B.ADDRESS 1300 DAVENPORT DRIVE 27265 MINDEN, LA 71055 2. DESIGN CRITERIA: 0 I FLOOR LIVE LOAD 150 PSF ROOF LIVE LOAD 105 PSF SNOW LOAD CHK: OWW APP'D: OWW GROUND SNOW LOAD, P9 80 PSF FLAT ROOF SNOW LOAD, P{ 87.4 PSF SNOW EXPOSURE FACTOR, Ce 1.3 SNOW LOAD IMPORTANCE FACTOR, Is 1.2 THERMAL FACTOR, Ct 1.0 WIND LOAD CHK: OWW APP'D: OWW BASIC WIND SPEED 150 MPH WIND IMPORTANCE FACTOR 1.15 3. THE SHELTER IS TO BE CLASSIFIED AS AN UNMANNED STORAGE AND EQUIPMENT SHELTER ONLY. 4. 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. 5. REFER TO THE FIBREBOND SHELTER DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION. e ELEVATION KEY 11' -9" r 208" warren williams & associates [REF.] HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 0 I O O A C2 o 0 0 0 .C1 io i0 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW o 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 36" ELEVATION C 36„ ® TELCO N N O CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS 1 B" ELEVATION A 36" 36" 31" 508" [REF.] 4/13/11 82" [REF.] r 208" 2C$" [REF.] [REF.] warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 0 I 1 C2 o 0 0 0 .C1 io i0 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 36" ELEVATION C 36„ BY: KMB SHELTER ELEVATIONS NOT TO SCALE TELCO ELEVATION "D" 11,_9. 682 "[REF] 0 0 ' B FLEXIBLE 3/4" FLEXIBLE -NONMETALLIC C STATE 12" INSIGNIA ELEVATION "B" i0 o, i0 10 0 m aut 6i UMP1ATA1 4801 C "% W, Sm18300 GL&VALUW,, YA23060 C0mmunieporm 0 0. WARREN WILLIAMS, JR. Lie. No. 37030 '''' 4 -13 -11 Aw ti SJONAL � CV434 SCOTTSVI LLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVI LLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SHELTER ELEVATIONS SHEET NUMBER: A -1 "ll 1 --_ warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 NO. 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 IFINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 0 0. WARREN WILLIAMS, JR. Lie. No. 37030 '''' 4 -13 -11 Aw ti SJONAL � CV434 SCOTTSVI LLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVI LLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: SHELTER ELEVATIONS SHEET NUMBER: A -1 �Cu NOTES: SLAB FOUNDATION SCALE: 3/8 " =1' -0" 1. SLAB TO BE LEVEL ±1 /4 ". 2. FOOTING TO EXTEND A MINIMUM OF 24" BELOW UNDISTURBED SOIL AND FROST LINE. 3. FINAL FOUNDATION DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR. 4. PRELIMINARY SLAB FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 5. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3000 PSI ® 28 DAYS. 6. FOUNDATION SHALL BE IN ACCORDANCE WITH OBC. FOUNDATION PLAN STRUCTURAL SPECIFICATIONS: DESIGN NOTES 1• STRUCTURAL DESIGN IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN CRITERIA AND SPECIFICATIONS AND MUST MEET ALL APPLICABLE CODES OF THE GIVEN JURISDICTION. DESIGN LOADS TOTAL FOUNDATION DESIGN LOAD 50,000 LB EXCAVATION 1. SELECT FILL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT BY WEIGHT RUBBLE. RUBBLE SHALL BE NO LARGER THAN 4 INCHES IN ANY DIRECTION. 2. PIER SHALL NOT BE PLACED IN FROZEN GROUND. 3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE RESIDUAL SOIL OR PROPERLY COMPACTED STRUCTURAL FILL. STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D -698). 4. AFTER EXCAVATIONS ARE MADE, THE BOTTOMS SHALL BE INSPECTED TO VERIFY THAT THE SUPPORTING SOILS ARE SUITABLE FOR BEARING AND ARE CAPABLE OF SUPPORTING THE DESIGN ALLOWABLE BEARING PRESSURE OF 2000 PSF. CONCRETE 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE; ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ". 2. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT MIX DESIGN FOR APPROVAL. L__J A, STEEL I I I � I , I I I I I I � I I I I I I I I I � I I I I I I I I I I BELOW I I I I I I , I I I I I I I I ' I I I I I I I I I L_____________ _________________________ ____________________________'B, -J 'B C. AIR - ENTRAINING ADMIXTURE GRADE �Cu NOTES: SLAB FOUNDATION SCALE: 3/8 " =1' -0" 1. SLAB TO BE LEVEL ±1 /4 ". 2. FOOTING TO EXTEND A MINIMUM OF 24" BELOW UNDISTURBED SOIL AND FROST LINE. 3. FINAL FOUNDATION DESIGN IS THE RESPONSIBILITY OF THE SITE CONTRACTOR. 4. PRELIMINARY SLAB FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 5. CONCRETE STRENGTH SHALL BE A MINIMUM OF 3000 PSI ® 28 DAYS. 6. FOUNDATION SHALL BE IN ACCORDANCE WITH OBC. FOUNDATION PLAN STRUCTURAL SPECIFICATIONS: DESIGN NOTES 1• STRUCTURAL DESIGN IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN CRITERIA AND SPECIFICATIONS AND MUST MEET ALL APPLICABLE CODES OF THE GIVEN JURISDICTION. DESIGN LOADS TOTAL FOUNDATION DESIGN LOAD 50,000 LB EXCAVATION 1. SELECT FILL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT BY WEIGHT RUBBLE. RUBBLE SHALL BE NO LARGER THAN 4 INCHES IN ANY DIRECTION. 2. PIER SHALL NOT BE PLACED IN FROZEN GROUND. 3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE RESIDUAL SOIL OR PROPERLY COMPACTED STRUCTURAL FILL. STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D -698). 4. AFTER EXCAVATIONS ARE MADE, THE BOTTOMS SHALL BE INSPECTED TO VERIFY THAT THE SUPPORTING SOILS ARE SUITABLE FOR BEARING AND ARE CAPABLE OF SUPPORTING THE DESIGN ALLOWABLE BEARING PRESSURE OF 2000 PSF. CONCRETE 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE; ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ". 2. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT MIX DESIGN FOR APPROVAL. L__J 1" CHAMFER GRADE 4" 6X6 D8 /D8 (( WWF f fill i ll 1 4 REBAR -ii II I' #3 TIES ® 24" O.C. lll�ll - SECTION "A -A" 3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: PORTLAND CEMENT ASTM C 150, TYPE 1 FLY ASH ASTM C 618, TYPE F (NOT TO EXCEED 15% OF CEMENT BY WEIGHT) TIE DOWN PLATE 24 "(MIN.) STEEL RAW MATERIAL BELOW NORTH CAROLINA AIR - ENTRAINING ADMIXTURE GRADE 1. ALL STEEL ANGLES AND PLATES SHALL BE ASTM A36, ALL BOLTS SHALL BE QTRI ASTM C 494, TYPE A & SCALE: N.T.S. TREE SURVEY - PIPE SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED. ALL CHK: OWW APP'D: OWW BUILDING WALL STRUCTURAL STEEL SHALL BE GALVANIZED AFTER FABRICATION. (2) #4 REBAR 12" ASTM C 494, TYPE E 2• ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE NINTH "MANUAL 2" FLAT TOP & BOTTOM EDITION OF THE OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN ", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING PRELIM. ZONING DRAWINGS .e CHK: OWW APP'D: OWW 2" 8" 11/19/10 REVISED LAYOUT BUILDING CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS FLOOR 3" CLEAR 6 3/4' X 2 1/4' + U M +Ijr CHK: OWW APP'D: OWW BOLT •- • + 2" MIN. 1 "0 HOLE 3" MAX. - 4 REVD. 1" CHAMFER GRADE 4" 6X6 D8 /D8 (( WWF f fill i ll 1 4 REBAR -ii II I' #3 TIES ® 24" O.C. lll�ll - SECTION "A -A" 3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: PORTLAND CEMENT ASTM C 150, TYPE 1 FLY ASH ASTM C 618, TYPE F (NOT TO EXCEED 15% OF CEMENT BY WEIGHT) TIE DOWN PLATE ASTM C 33 STEEL RAW MATERIAL POTABLE NORTH CAROLINA AIR - ENTRAINING ADMIXTURE 3/B" PLATE 1. ALL STEEL ANGLES AND PLATES SHALL BE ASTM A36, ALL BOLTS SHALL BE WATER REDUCING ADMIXTURES ASTM C 494, TYPE A & SCALE: N.T.S. TREE SURVEY ASTM C 494 PIPE SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED. ALL CHK: OWW APP'D: OWW BUILDING WALL STRUCTURAL STEEL SHALL BE GALVANIZED AFTER FABRICATION. ACCELERATING ADMIXTURE ASTM C 494, TYPE E 2• ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE NINTH "MANUAL 2" FLAT ASTM C 494, TYPE D EDITION OF THE OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN ", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING PRELIM. ZONING DRAWINGS CURRENT REVISIONS. CHK: OWW APP'D: OWW WASHER 11/19/10 REVISED LAYOUT BUILDING CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS FLOOR CHK: OWW APP'D: OWW 6 3/4' X 2 1/4' FINAL ZONING DWGS (SOLD) CHK: OWW APP'D: OWW BOLT •- • + , y •. •. 41 RE DOWN - ____________ BRACKET j4 REBAR ________ 2" FLAT ...� <.. ` < '-� . 13 RE WASHER 3/4' X 2 1/2' e < CONCRETE ANCHOR SECTION "B —B" SECTION "C —C' N.T.S. N.T.S. 10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B. 11. CONTRACTOR MAY SUBSTITUTE COLLATED FIBRILLATED POLYPROPYLENE OLEFIN FIBERS, REFERRED TO AS FIBER MESH, IN PLACE OF WELDED WIRE FABRIC. 12. TOPS OF ALL PIERS SHALL BE COPLANAR. NORMAL WEIGHT AGGREGATES ASTM C 33 STEEL WATER POTABLE NORTH CAROLINA AIR - ENTRAINING ADMIXTURE ASTM C 260 1. ALL STEEL ANGLES AND PLATES SHALL BE ASTM A36, ALL BOLTS SHALL BE WATER REDUCING ADMIXTURES ASTM C 494, TYPE A & ASTM A325, ALL THREADED ROD MATERIAL SHALL BE ASTM A307, AND STEEL TREE SURVEY ASTM C 494 PIPE SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED. ALL CHK: OWW APP'D: OWW TYPE F OR G STRUCTURAL STEEL SHALL BE GALVANIZED AFTER FABRICATION. ACCELERATING ADMIXTURE ASTM C 494, TYPE E 2• ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE NINTH "MANUAL RETARDING ADMIXTURE ASTM C 494, TYPE D EDITION OF THE OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN ", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING PRELIM. ZONING DRAWINGS CURRENT REVISIONS. 4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60. REINFORCING MARKED CONTINUOUS SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. LAP ONE FULL MESH SPACING AND TIE. 6. SUPPORT REINFORCING AND WELDED WIRE FABRIC ON METAL CHAIRS OR BOLSTERS. 7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318 -99 UNLESS OTHERWISE INDICATED. 8. ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R, "COLD WEATHER CONCRETING." 9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R, "HOT WEATHER CONCRETING." at&t IIBER2YPIA7A 1 4801 COX ROAD, SUM 300 GLEN ALLEN VA 23060 ME (804)3603511 FAX (804)360-5793 cpmmuni�alliglFlB V H OF !, 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 ,7,�, 4- 13 -11W oSIONAL CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: FOUNDATION PLAN SHEET NUMBER: S -1 Uri ",.-_ i warren williams & associates 736 CARNEROS CIRCLE HIGH POINT NORTH CAROLINA 27265 757 450 -2288 N0, 1 06/16/10 TREE SURVEY BY: KMB CHK: OWW APP'D: OWW 2 6/21/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 3 11/06/10 PRELIM. ZONING DRAWINGS BY: KMB CHK: OWW APP'D: OWW 4 11/19/10 REVISED LAYOUT BY: KMB CHK: OWW APP'D: OWW 5 12/08/10 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW 6 4/13/11 FINAL ZONING DWGS BY: KMB CHK: OWW APP'D: OWW V H OF !, 0 0. WARREN WILLIAMS, JR. Lic. No. 37030 ,7,�, 4- 13 -11W oSIONAL CV434 SCOTTSVILLE ELEMENTARY SCHOOL 7868 SCOTTSVILLE ROAD SCOTTSVILLE, VA 24590 ALBEMARLE COUNTY SHEET TITLE: FOUNDATION PLAN SHEET NUMBER: S -1