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Home My WebLink AboutSDP200700117 Plan - Approved 2007-11-19O000to veriLon wireless DIRECTIONS TO SITE: SITE DIRECTIONS FROM RICHMOND: TAKE 1 -64 WEST GO TO EXIT 79 TOWARD POWHITE PKWY /CHARLOTTESVILLE i 72. 6.0 MILES. TAKE VA -637 EXIT 114 TOWARD IVY. TURN RIGHT ONTO DICK WOODS RD. LEFT ONTO US -250. STRAIGHT ONTO VA -240. RIGHT ONTO BROWNS GAP TURNPIKE, RIGHT ON GARTH RD. q:' Soo tt m I MMIte Hall V " a arth Rd y 9 0. WIn _ CrrekFarm o -- p ki ii4 C ITE w s A Clueal Inc. ','R Mm DmW D2007 WkY71E or Te4eAOas LOCAL MAP SCALE 1" = 2, 000 b 4* oTmtfrawFord. ` j t'; - ydra WO Shelbg t 1} ' a evers Csve 4Y`' cr t` y` F •- 33' t ', Dyke _ `• ulnc ' j °? ;' NorionSYlllt [[ / @Ruckerzn( le on Vehanct.-' wii Gr e ety1 r Fe -. // ff, e> Olds PP fndva / te wl6ff1 ' iI i331 Bumtry ..,,; 2lD, r finmoYa,,- Free Unoh EarlytvAle ' E AMC Halt • t/. F" hersv Ile -0 676' CarrtWb 5° ;w G F y S} 7E p` cohnu; st l o Norshtretd: 7. r Yancey -Mots _.. !"pa r (" r LYrxth - I, 'c}+ llriottsfVille ca EBa% etv,ik _.: r 63j Cl fi North Garden , So,, 6 Gde>{ F C Lake MoarJ4 d oytsvilt Cunningham_ 2007 Rta Oucs[ Inc: ', tent M OaLi 42007 NY. vrE « AND VICINITY NOT TO SCALE l jwl POWER Q, QMPANY' CENTRAL VIRGINIA ELECTRIC COOPERATIVE (CVEC): CONTACT: CUSTOMER SERVICE TELEPHONE: 1 -800- 367 -2832 TELEPHONE COMPANY: EMBARO: CONTACT: TELEPHONE: CUSTOMER SERVICE 1 -800- 786 -6272 APPROVAL WHITE HALL BRUCE PROPERTY 4605 GARTH ROAD CROZET, VA 22932 PROJECT DESCRIPTION: INSTALLATION OF 77 A. G.L. MONOPOLE TOWER, COMPOUND AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT IN A RAW -LAND LEASE AREA 2 WORKING DAYS BEFORE YOU DIG 1 -800- 552 -7001 TOLL FREE MISS UTILITY ACOUISrTiON MANAGER:SONATURE PHONE NUMBER DATE CONSIRUCT) ON MANAGER.SIGNATURE PHONE NUMBE DATE RF ENGNEEFVNG:SIGNATURE PHONE NUMBER DATE NEWRX OPS MANAGER.SGNATURE PHONE NUMBER DATE REV NO.DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE fin\ PRELIMINARY SURVEY SHEET SPP 8/ 21/07 PRELIMINARY ZONING DRAWINGS SPP 10/ 05/07 TIER 11 PWSF SUBMITTAL SPP 10/ 12/07 3 FINAL TIER II PWSF SUBMITTAL SPP 11119101 CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 5510 CHEROKEE AVE. SUITE 110 ALEXANDRIA, VA 22312 PROJECT MANAGER: STUART P. PATTERSON, PE TELEPHONE: (703) 256 -3344 FAX NUMBER: (703) 256 -6622 SURVEY: CAUSEWAY CONSULTANTS, P. 0 1005 S. BATTLEFIELD BLVD. CHESAPEAKE, VA 23322 CONTACT:EDDIE R. WHITE TELEPHONE:757) 482 -0474 FAX NUMBER;757) 482 -9870 SOIL ENGINEER: NONE CROZET, VA 22932 STRUCTURAL ENGINEERING: APPLICANT INFORMATION: CLARK NEXSEN VERIZON WIRELESS 6160 KEMPSVILLE CIR, SUITE -200A 1831 RADY COURT NORFOLK, VA 23502 CONTACT:ED WESTERMAN, PE TELEPHONE:757) 455 -5800 FAX NUMBER:757) 455 -5638 GEOTECHNICAL ENGINEERING GER 2712 SOUTHERN BLVD. VA BEACH, VIRGINIA 23452 CONTACT: CHAS CRAWLEY TELEPHONE: (757) 463 -3200 FAX NUMBER: (757) 463 -3080 PROJECT SUMMARY SITE INFORMATION:PROPERTY OWNER: WHITE HALL BRUCE, VIOLA S 4605 GARTH ROAD 2939 BROWNS GAP TURNPIKE CROZET, VA 22932 CROZET VA. 22932 APPLICANT INFORMATION: C -IA VERIZON WIRELESS C -18 1831 RADY COURT C -2 RICHMOND, VA 23222 VINCENT CRUTE CONTACT: TELEPHONE:804) 543 -7580 FAX NUMBER:804) 321 -0398 PROJECT DATA C -3 ZONING RA (RURAL AREAS) JURISDICTION ALBEMARLE COUNTY MAGISTERLAL DISTRICT 6 WHITE HALL TAX MAP 04100000002800 SITE TYPE RAWLAND TOWER TYPE MONO POLE TOWER HEIGHT 77' A. C.L. LEASE AREA 50' x50' AREA OF LAND DISTURBANCE 2586 SO. FT. 2C) GEOGRAPHIC COORDINATES: LATITUDE:38' 06' 52. 12 N LONGITUDE:78' 39' 30. 24" W GROUND ELEV:676. 0' ADA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY COUNTY SEWER OR WATER. lure & Enginevin, 213 S. JEFFERSON STREE SUM 101 ROANOKE, VIRGINIA 2401 540. 982. OM FAX507112.118 veriZW wireless 1831 RADY COURT RICHMOND, VA 23222 WSH OP r S UART P. PATtER N x Lc. No. r 41047 a FSSIONA, E G Sm W* D,: WHITE HALL RAWLAND MONO POLE 4645 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY LSIGN: I> f+ Awtk JA PPVIAY: SPP TTV wa to I m SUBM SHEEt' INDEX SHEET'DESCRIPTION: T -1 TITLE SHEET T -2 LEGEND AND ABBREVIATIONS C -1 SURVEY AND SITE PLAN C -IA ENLARGED SITE SURVEY C -18 AREA MAP C -2 ENLARGED SITE PLAN C -2A GRADING PLAN C -28 EROSION & SEDIMENT CONTROL DETAILS & SPECIFICATIONS C -3 ELEVATION NEW C -4 CIVIL DETAILS A -i SHELTER ELEVATIONS SHEET TOTAL: II lure & Enginevin, 213 S. JEFFERSON STREE SUM 101 ROANOKE, VIRGINIA 2401 540. 982. OM FAX507112.118 veriZW wireless 1831 RADY COURT RICHMOND, VA 23222 WSH OP r S UART P. PATtER N x Lc. No. r 41047 a FSSIONA, E G Sm W* D,: WHITE HALL RAWLAND MONO POLE 4645 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY LSIGN: I> f+ Awtk JA PPVIAY: SPP TTV wa to I m SUBM Slrs.DBUPTTON DATE A,PRELIM. SURVEY SHEET 8/ 21/07 RELIV. ZONWO DR1WINCS a TIER 11 PWSF SUBMRTAL 40/ 12/07 4 NAL TIER it PWSF SUBMITTAL 1/ 19/07 TITLE SHEET SHMT NO,: T -I EX ISTIN 1P, 2P, & 3P SINGLE POLE, TWO POLE, & THREE POLES NEUT NEUTRAL NORTH A/ C ADJ AIR CONDITIONING ADJUSTABLE N NA NOT APPLICABLE taut CONCRETE Engineerin AFF ABOVE FINISH FLOOR NIC NTS NOT IN CONTRACT NOT TO SCALE FERSON STREET7ACL APPROX ABOVE GROUND LEVEL APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED PROPERTY LINE SUITE 1011 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER ViRGINW 2401 I AWC AMERICAN WIRE GAUGE OD OPNG OUTSIDE DIAMETER OPENING ACK LINESETBACK FA)c54P9N ttARwJFXSENJVNN. CUrtAORAMPAMPERE Opp OP POSITEBLDGBUILDING BLK BLOCK OHVOHP OVERHEAD TELEPHONE /OVERHEAD POWER LEASE AREA BMR BASE MOBILE RADIO OHP OVERHEAD POWER B/ S BUILDING STANDARD OHT OVERHEAD TELEPHONE CU COPPER OZ OUNCE EASEMENT CO C CLEAN OUT CONDUIT SIZE AS NOTED PG PIN FPINS; PACE PINFOUND PIN SET BUILDING (FOOTPRINT)veri wireless CB CIRCUIT BREAKER PJF POLYNNYL, JOINT FILLER LJ L J CKT CLG CIRCUIT CEILING PLYWOOD PAIR f j rya POWER POLE 1831 RADY COURT RICHMOND. VA 23222 CLR CONC CLEAR CONCRETE PR PROJ PROJECT CONST CONSTRUCTION PROP PROPERTY o TELEPHONE /FIBEROPTIC PEDESTAL CONT CI DB CONTINUOUS DEED ACTOR FURNISHED CONTRACTOR INSTALLED PSI PSF PT PER SQUARE INCH PER SQUARE FOOT PRESSURE TREATED SCHEDULE 40 PLASTIC CONDUIT, ear OVERHEAD ELECTRICQV'`F L DBL DOUBLE PVC f DID, 0 DLAG DIAMETER DIAGONAL RAD RECEPT RADIATION RECEPTACLE CONTOURS DIM DIMENSION R REQUIRED WART P, PATTE ONON DET, DETL DOWN DETAIL RO ROUGH OPENING 0- 4 DWG DRAWING S SIN SOUTH SWITCH a 14. 5 SPOT ELEVATION Lic. No. 41047 a DEF DUAL ELEMENT FUSES SCH SCHEDULEE EA EAST EACH ELEVATION SHT Sim SHEET SIMILAR ASPHALTEL, ELEV SPEC SPECIFICATION L _ —_Ili J o/ 1- ELECT ED ELECTRICAL EQUAL oSSS SQUARE STAINLESS STEEL M —FENCE FS SIO EQUIP EQUIPMENT 0(N AL. EW EXISVEX EACH WAY EXISTING STL STRUCT STEEL STRUCTURAL EXT EXTERIOR SUSP THRD SUSPENDED THREADED SI INFO.: EMT EC ELECTRICAL METALLIC TUBING EMPTY CONDUIT THRU THROUGH TEMPORARY BENCHMARK WHITE HALL FIN FINISH TM TAX MAP FLUOR FLR FLUORESCENT FLOOR TNND TTO TINNED T CONCRETE i %GRAVEL FT FOOT T GRS GALVANIZED STEEL CONDUIT LON UNLESS OTHERWISE NOTED G OR GRD GROUND UG VERT UNDERGROUND VERTICAL z ` „1 p , s "l TREELINf fI / A (M DGA GALV GAUGE GALVANIZE( D) GENERAL CONTRACTOR VFF VT VERIFY IN FIELD VINYL. TILE fY1Y Y .J' U V V MONO POLEGC CPS GLOBAL POSITIONING SYSTEM WW/ Dw TREE GWB GYPSUM WALL BOARD WINDOW HARO' WD NEC HARDWOOD HIGH STRENGTH W W/ 0 W EST WATTS TREES TO BE REMOVEDTREES 4645 WTN ROADHORIZ HR HORIZONTAL HOUR WP WEATHERPROOF CROZET, VA HT HEIGHT XFRM TRANSFORMER HVAC HEATING, VENTILATION AND AIR CONDITIONING 22932 ID INSIDE DID ANGLE ALBEMARL. E COUNTYININCH INFO INFORMATION AND pmGrr JY1 INS KW INSULATION KILOWATTS 4 CENTER LINE ptawN Nw svr LB( S)POUND( S) M ErTE Sa ILLGL ONG PROPERTY LINE, PLATE MA X MAXIMUM MECH MECHANICAL MTL METAL 0 AT SUBiMFTTALS MFR MANUFACTURER NUMBER DATE o PRELIM. SURIV SHEET 8/ 21/07MGR MIN MANAGER MINIMUM 1 PRELIM. ZONING DRAWINGS 10/ 11/07MSCMSCELLANEOUS A2 TIER a RN'SF suaumAl 10/ 12/07MPHMILESPERHOUR MTD MOUNTED A NAL TIER If P' WSF SUBMITTAL 11/ 19/07 t Al A = REVISION 1 =ELEVATION = NORTH ARROW T -2 REFERENCE t O NOTE REFERENCE O LEGEND f AND 1 T_ 2 DETAIL i REFERENCE T 2 SECTION REFERENCE NA = NORTH ARROW WITH MAGNETIC ABB DDR M 11 0NS DECLINATION 1 T - 2 DETAIL REFERENCE SI- EfT' NO< T- 2 ABBREVIATIONS SYMBOLS LIST LEGEND Nrn c 0 SIGHT DISTANgEEXCEEDS610 MIN. DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING verrzmORDAMAGE. 11 CONGDON, MARK QUINTIN P/ P OR BARBARA ANN RICHMOND, VA 23222 DB 1653/ PG 25 PARCEL ID# 041000GO0023AO T+ H 35. 9 ACRES ZONED RA OP LAND USE: OPEN SPACE 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. rn 10. THE TEMPORARY BENCHMARK IS A HUB AND TACK ELEVATION = 676. 00'. N c+ 11. BASED ON THIS SURVEY, THE PROPOSED TOWER HAS BEEN CERTIFIED BY r SIGHT DISTANCE / CLIFFORD LAND TRUST; EXCEEDS 610' MIN. E RANDALL RALSTON & TRUSTEES D8 1295/ PG 066 S85' _ _ i PARCEL ID# 04100000002900 zr 514. 03' 2. 71 ACRES ZONED RA P/ P ' LAND US: OPEN SPACE EXISTING DY/ ELUNG 0 P/ P t EXISTING DWELLING N BRUCE, VIOLA S DS 588 /PG 397 0, 0 PARCEL ID# 04100000002800 ' 20. 180 ACRES A Q;ZONED RA ^ LAND USE: OPEN YYOODED AREA EXISTING DIRT ROAD 5780k 466 -- a r A LEE- VANDELL, FRANCES J 1 a DB 3363/ PG 309 PARCEL IO 04100000002200 EXISTING _ 33046ACRES TREE ZONED RA LAND USE: OPEN SPACE J y 11_ 1 2 7 I STEVENSON, MICHAEL N OR ANDREA MATTHEWS S DB 1736/ PG 582 PARCEL ID# 04100000OD23DO / 35. 9 ACRES ZONED RA LAND USE: OPEN SPACE I w / 0 i- z EXISTING CLEARED AREA TOWER FALL ZONE RADIUS = 77. 0' CONGDON, MARK QUINTIN OR BARBARA ANN DB 1653/ PG 25 PARCEL ID# 04100000002340 TBM w I HOB & TACK ELEVATION 4676. 00' 35. 9 ACRES ZONED RA LAND USE: OPEN SPACE SURVEY NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS P. C., CHESAPEAKE, VIRGINIA ON 7- 24 -07. METES rchitecture & Engineering AND BOUNDS WERE COMPILED FROM PLATS AND /OR DEEDS OF RECORD. NO 213 S. JEFFERSON STREET BOUNDARY SURVEY WAS PERFORMED. SUITE 1011 ROANOKE, VIRGINIA 2401 I 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771 -00505 51P48210900 FAX54P482.1183 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 7/ 18/07. MAVW 0ARMIXSF4 CFt 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 verrzmORDAMAGE.wireless 5. THIS SITE APPEARS TO BE LOCATED IN THE F. I. R. M. ZONE "X" AS SHOWN ON 1831 RADY COURT COMMUNITY PANEL NUMBER 51003C 0287 D EFFECTIVE DATE 2/ 04/05.RICHMOND, VA 23222 6, NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P. C. 7 B GRID NORTH. MAGNETIC 1 IS C COMPUTEDI T+ H DECLINATION AND NOT OB OP 8. NO WETLAND AREAS HAVE BEEN DELINEATED. 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE.TUART F. PATTER SON 10. THE TEMPORARY BENCHMARK IS A HUB AND TACK ELEVATION = 676. 00'. LiC, No. 41047 > 11. BASED ON THIS SURVEY, THE PROPOSED TOWER HAS BEEN CERTIFIED BY CAUSEWAY CONSULTANTS P. C. THAT THE COORDINATE LOCATION OF THE REFERENCED TOWER AT THE REFERENCED SITE IS ACCURATE WITHIN 15' J:Z / AD (/,-? HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 3' t VERTICALLY. THE FSS/ ONALCOAREIN ECG\OF 983 83) EXPRESSED AS AND SSECONDS. THE VERTICAL DATUM (ELEVATIONS) ARE IN TERMS AS DEFINED BELOW AND ARE DETERMINED TO THE NEAREST TENTH OF A FOOT. StiE Iles LLWHITEHALLPROPOSED77' A.G.L. MONOPOLE NAD 1983 LATITUDE: 38' 06' 52. 12" N LONGITUDE: 78' 39' 30. 24" W NAVD 88 ELEVATION: 676. 0' MVVMD MONO POLE 4605 W11- I ROAD THIS SITE IS NOT LOCATED WITHIN OR CROZET, VA ADJACENT TO A COUNTY DESIGNATED 22932 CONSERVATION EASEMENT. ALBEMARL. E COUNTY DEDGM m DPAK' A4 I" THIS SITE IS NOT LOCATED WITHIN ANY Iw: Sir sl31fi7AREADESIGNATEDASANAGRICULTURAL OR FORESTAL DISTRICT. SUBMITTALS D TOP1 DA11: RELI11 SURVEY SHEET 8/ 21/( PtER N PNSF SUBkA' H! 10/12/07 1 INAL TIER II PNSF SUB111 n /19/ 07 SURVEY FOR 24' X 36' PLOT - 1' = 100' 0 100' 200' SURVEY FOR 11 X 17" PLOT - = 200' — 1 EX. DENSEL Y WOODED AREA 1 1 i OEAO PINE (370) 1 18" PINE (296) M 2 f 12" PINE (340 5 I i 38" PINE (430) REFERENCE TREE 10 °tOAK (340) 50' RADIUS FROM CENTER OF TOWER 24" (E40 PINE (3 78) v ," PIN8E (382) PINE (384) FOR 24' X 36" PLOT - 1" = 10' 0 10' 20' SURVEY FOR X 17" PLOT - = 20' TREE COUNT NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT 296)PINE 18"743' AMSL 66' 340)PINE 12"741' AMSL 65' 343)HICKORY 20"748' AMSL 67' 370)DEAD PINE 12'704' AMSL 27' 374)PINE 15"725' AMSL 50' 376)PINE 10'737' AMSL 63' 378)DEAD PINE 24'748' AMSL 74' 380)PINE 20"746' AMSL 73' 382)PINE 8"728' AMSL 56' 384)PINE 12"740' AMSL 69' 386)PINE 16'737' AMSL 66' 368)MAPLE 12"737' AMSL 63' 390)OAK 10"734' AMSL 58' 392)PARADISE 8"733' AMSL 54' 430)PRE 38'743' AMSL 11' TOTAL TREES TO BE REMOVED: 2 NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BALD NOTE: AVERAGE DRIPLINES SHOWN ARE DRAWN TO SCALE LEGEND TREES TO BE REMOVED CONSTRUCTION NOTES El NEW VERIZON WIRELESS 2, 500 SF LEASE AREA. a NEW VERIZON WIRELESS 753' AMSL MONOPOLE TOWER, SEE ELEVATION VIEW, SHEET C -3, NEW VERIZON WIRELESS 12' GRAVEL ACCESS ROAD. SEE DETAIL 2, SHEET C -4. NEW VERIZON WIRELESS 20' WIDE UTILITY AND INGRESS /EGRESS EASEMENT. SEE SHEET C -1 FOR CONTINUATION. E THE 38" PINE IS THE REFERENCE TREE AND THE PROPOSED MONOPOLE IS WITHIN 21' OF IT' S DRIPLINE. NOTE - REMOVE NECESSARY SMALL UNDER STORY TREES FO NEW ROAD ENTRANCE EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. NOTE - SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED ARBORIST, AS REQUIRED BE SEC. 5. 1. 40( C)(4). rchitecture & Engineerini 213 S. JEFFERSON STREET SUITE 1011 ROANOKE, VIRGINIA 24011 5469824800 FAX 546982.1183 WWW.Cf mKNDGNJ c0M veri w wireless 1831 RADY COURT RICHMOND, VA 23222 TH OP y STUART P, PAT ERSON i: z Lic. No. 41047 a ONA1 E G Sm too: WHITE HALL RAWI_ AND MONO POLE 4605 WTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY D=N: , 1'Y DMV0+ JAW PXV> FW( sir TIV DATE "IV ODMM. NO. 2+ 99 rm SUBMITTALS YM. DBOWTION DATE A PRELIM. SURVEY SHEET 8/ 21/0 PREUW. ZONN( 0 ORWNGS 1D /11 /( TIER 0 PWSF SUBMRTAL iD /12 /c L3 MAL TIER N PWSF SUSItl Rk 11/19/( SURVEY f pc -ia I X725. 4 387. 7 j K 714- 8 - - - WHITE HALL RD I - - AIf n x656. 3 NOTES a q OF TOWER N: 3929401. 57 E: 11437341. 42 LATITUDE: 38' 06' 52. 12" LONGITUDE: 78' 39' 30. 24" ELEVATION: 676± 2000' RADIUS FROM C OF TOWER D EXISTING DWELLING, TYP. Architecture & Engineering 213 S. JEFFERSON STREET, Sum 1011 ROANOKE, ViRGINtA 24011 510982- 0800 FM 540- 982.1183 WVJhV. C1ARIQVDC'> Et• 1.COt9 veriest wireless 1831 RADY COURT RICHMOND, VA 23222 TUBBYS P. PATTERSON z Lic. No. 41047 z G SS IO N L WHITE HALL RAWIAND MONO POLE WS WT H ROAD CROZET, VA 22932 ALBEMARLE COUNTY ttt owlwx: Kw RWLW. W ff UAC SU" SIHUT51/21 1/ 07 EUM. ZO11/ 07 R u PWS12/ 07 kL nER 0/? M NAME AREA TTV C- 1B 1 N 1 EX. TREE TO REMAIN T' P) PLAN b 6 f - - I Il \ ; r i i EX. TREE TO BE REMOy t L I I I 1 l I I 0 ' 1 r I fI 7. 0' it I I 0 41. 0' 50. 0' f 1 1 4 1 1 1 B i I `Lf - I I I I I ` 6. 5' t l n IF II II II nl 1 1 tl II II I1 1 I I I t I I I IJ, 4. 0' N I J 38' PINE EXISTING RERENCE TREE DEAD PINE FOR 24' X 36' PLOT - 1' = 5' 0 5' 10' FOR 11' X 17' PLOT - i' = 10' SITE NOTES PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL 'MISS UTILITY' AT 1 -80D- 552 -7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. 3, THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TO RESTORE A PERMANENT VEGETATIVE COVER. SEE PERMANENT SEEDING SCHEDULE, SHEET C -25. 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 7, ALL WORK SHALL BE ACCOMPUSHEO IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. CONSTRUCTION NOTES 1 NEW 12' X 30' VERIZON WIRELESS EQUIPMENT SHELTER. SEE DETAIL 1, SHEET A -1. R2 NEW VERIZON WIRELESS 4' X 4' CONCRETE STOOP (TYP OF 2). F3 NEW VERIZON WIRELESS CONCRETE PIERS. R4 VERIZON WIRELESS 6' f ICE BRIDGE. NEW VERIZON WIRELESS 77' A. G.L. MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C -3. NEW VERIZON WIRELESS 50' X 50' LEASE AREA. FTJ NEW VERIZON WIRELESS 20' WIDE INGRESS /EGRESS EASEMENT. NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD, SEE DETAIL 2, SHEET C -4. a NEW GRAVEL WITHIN LIMITS OF COMPOUND. SEE DETAIL 1, SHEET C -4. 10 NEW VERIZON WIRELESS FENCED COMPOUND. SEE DETAIL 3, DETAIL SHEET C -4. 11 NEW VERIZON WIRELESS METER do DISCONNECT. SITE LIGHTING O1 12OV, MOTION CENSORED PHOTOCELL AND SHIELDED SHELTER LIGHT. EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. rchitecture & EngineerinS 213 S. JEFFERSON STREET SUfTE1011 ROANOKE, MRGINIA 24011 5409820OW FAX54P982. 1183 VN W. CIARn4E> 5m. 00P1 ver! ZW wireless 1831 RADY COURT RICHMOND, VA 23222 e7F STUART P, PATT SON 7 Lic, No. 41047 a 13 Sf "0_* WHITE HALL RAWLAN D MONO POLE 4605 WTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY DeDGN:IN DPAYM,NW RENEW:SAP TN DATE S01v cot* t N0. SL* MTTTALS SYM.DBOWTON I] ATE A REUq SURVEY SHEET 8/21/07 1 REUM ZONING DRAWINGS 10/ 11/07 z 1ER ti PWSF SUBLRTAL 10/12/07 s FiRkL TIER 11 PWSF SUBUITTAL 11/19/07 Al SHWF NAM ENLARGED ESITEPLAN SHEET NO.: C - i 1 \ \ I \ V'-- 1 1 1 1 I 1 1 1 i tDO i 1 tif 1f " f J r ' Ilz MATCH LINE— THIS SHEET MATCH LINE— THIS SHEET FOR 24 "XX PLOT - I " =5' FOR 11 "X 17' PLOT - 1 " =10' CONSTRUCTION NOTES WIRELESS 12' WIDE GRAVEL SEE DETAIL 2, SHEET C -4. NEW VERIZON WIRELESS 20' WIDE INGRESS /EGRESS EASEMENT. NEW TREE PROTECTION. SEE DETAIL 1, SHEET C -2B, EROSION CONTROL LEGEND Ky T1 r- TP- TREE PROTECTION GRADING NOTES PLACE OEOTEXTILE FILTER UNDER COMPOUND AND GRAVEL ACCESS ROAD, USE TYPAR 3401 OR EGUVALENT. rture & Engineerinj 213 S. JEFFERSON 5TREET SUfTE 1011 ROANOM VIRGINIA 24011 516982 FAX 540482.1 163 WWW. CLARIQJEXSEN. COM 0 7 veri wireless 1831 RADY COURT RICHMOND, VA 23222 K ''' ITH pF j , STU P. PATTER ON Q Lic. No. 41047 a IONAL E G SMI Nfo_ WHITE HALL RAWLAND MONO POLE 4605 WTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY DIESIGN: Tn' DRAWN: y+ W RUMN'. SPP TTY DATE 5n la7 S DATE o VEYRELIM. SUR SHEET 8/ 21/07 N REUM. ZOWNG DRAWINGS 10/ 11/D7 ER tl PWSF SUBMTTAL 10/ 12/D77AnklTIERIIPWSFSUBMITTAL11/14/07 GRADING PLAN I` c -za, A. TEMPORARY SEEDING SPECIFICATION PRIOR TO SEEDING, INSTALL NECESSARY CONTROL PRACTICES SUCH AS DIKES, WATERWAYS AND BASINS. PLANT SELECTION SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3. 31 -b AND 3. 31 -C. NOTE THAT TABLE 3. 31 -8 PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE 3. 31 -C PRESENTS MORE IN -DEPTH INFORMATION ON THE PLANT MATERIALS. SEEDED PREPARATION TO CONTROL EROSION ON BASE SOIL SURFACES. PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEED BED PREPARATION IS ESSENTIAL. 1. LIMING AN ELEVATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. IN MOST SOILS, IT TAKES UP TO 6 MONTHS FOR PH ADJUSTMENT TO OCCUR FOLLOWING THE APPLICATION OF LIME. THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND REGRADED. THE FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES. TABLE 3. 31 -A LIMING REQUIREMENT FOR TEMPORARY SITES RECOMMENDED APPLICATION pH TEST OF AGRICULTURAL LIMESTONE BELOW 4. 2 3 TONS PER ACRE 4. 2 TO 5. 2 2 TONS PER ACRE S. 2 TO 6 1 TON PER ACRE SOURCE: VA. DSWC 2. FERTILIZER SHALL BE APPLIED AS 600 LBS. /ACRE OF 10 -20 -10 (14 LBS. /1000 SQ. FT.) OR EQUIVALENT NUTRIENTS. LINE AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. MULCHING 1. SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. AND SPEC, 3. 35 EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS. 2. TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH. TABLE 3. 31 -B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS QUICK REFERENCE FOR ALL REGIONS" I DRIP LINE RATES PLANTING DATES PLANTING DATES LBS. /ACRE) SEPT. 1 - FEB. 15 50/ 50 MIX OF 1 1 mz a1- aEt in L' ANNUAL RYEGRASS 1831 RACY COURT LOLIUM MULTI- FLORUM CEREAL (WINTER) RYE 50 -100 SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 -100 LOLIUM MULTI- FL ORUM vo MAY 1 - AUG. 31 GERMAN MILLET 50 SFTARI A ITALICA) B. PERMANENT SEEDING SPECIFICATIONS PLANT SELECTION 1. SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE, TOPOGRAPHY, SOILS, LAND USE, AND PLANTING SEASON. TO DETERMINE WHICH PLANT MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE, USE TABLES 3. 32 -A AND 3. 32 -8 WHICH DESCRIBE PLANT CHARACTERISTICS AND LIST RECOMMENDED VARIETIES. 2. APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN VIRGINIA ARE GIVEN IN TABLES 3. 32 -C, 3. 32 -D AND 3. 32 -E. THESE MIXTURES ARE DESIGNED FOR GENERAL USE, AND ARE KNOWN TO PERFORM WELL IN THE SITES DESCRIBED, CHECK TABLES 3. 32 -A AND 3. 32 -8 FOR RECOMMENDED VARIETIES. 3. A MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASSES AND LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTAION CAN BE FOUND IN APPENDIX 3. 32 -c. 4. WHEN USING SOME VARIETIES OF TURFGRASSES, THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS MIXTURES MAY ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED TO IDENTIFY QUALIFY SEED OF THE VARIETIES RECOMMENDED BY THE VIRGINIA COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY THE ASSOCIATION. MIXTURES MAY BE DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED USE. SPECIAL CONSIDERATION IS GIVEN TO PLANT CHARACTERISTICS, PERFORMANCE, ETC. LIME AND FERTILIZER LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS, SOIL TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI & SU, OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY IS AVAILIA13LE FROM COUNTY EXTENSION AGENTS. REFERENCE APPENDIX 3. 32 -d FOR LIMING APPLICATION (IN LBS) NEEDED TO CORRECT UNDESIRABLE PH FOR VARIOUS SOIL TYPES, UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED. LIME COASTAL PLAIN: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE 90 LEIS. /1000 SQ. FT.). PIEDMONT AND APPALACHIAN REGION: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS. /1000 SO. FT.) NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED FERTILIZER MIXED GRASSES AND LEGUMES: 1000 LBS. /ACRE 10 -20 -10 OR EQUIVALENT NUTRIENTS (23LBS./ 1000 SQ. FT.). LEGUMES STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 (23 LBS. /1000 SQ. FT.) IS PREFERRED. HOWEVER, 1000 LBS. /ACRE OF 10 -20 -10 OR EQUIVALENT MAY BE USED. GRASS STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 OR EQUIVALENT NUTRIENTS (23LBS. /1000 SQ. FT.), OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW - RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. MULCHING ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION. REFER TO MULCHING, STD. & SPEC. 3. 35, NOTE: 1. ALL REFERENCES ARE MADE TO THE STANDARDS AND SPECIFICATION OF THE 1992 VIRGINIA EROSION AND CONTROL HANDBOOK. STE INFO- WHITE HALL RAWLAND MONO POLE 4W5 WTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY DUMN: JYY DPAWN: ,UW REVIEW BF' P T1V DATE SA 467 CDMM. NO. - PATE o REUN. SURJEY SNEE7 B/ 27 / OJ IER n F' XSE SU64RTAL 10/12/07 Y} NAI. TIER R PM5P SUBM1ITAL 17/ 19/ 07 EROSION AND SEDIMENT CONTROL DETAILS & SPECIFICATIONS I NO - 2e I Architecture & EngWerin 213 S, JEFFERSON STREET SURE 101 I ROANOKE, VIRGINIA 2401 I 5709820600 FAX 570982.1183 W WW . CLARX NDW , LCOM I DRIP LINE z ve wireless 1 1 mz a1- aEt in L' 1831 RACY COURT Y r > z 0x RICHMOND, VA 23222 S als. z I1 z OFvoNTH T Yr 2 X 2 STAKES AT4' OC NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"ST ART P. TIERS Yz TREE PROTECTION FENCING SHALL BE PLACED DIRECTLY UNDER Lic. No. 41047 a DRIPUNE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN 1 TREE PROTECTION DETAIL TOP SSC - 2B NOT TO SCALE ONAL STE INFO- WHITE HALL RAWLAND MONO POLE 4W5 WTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY DUMN: JYY DPAWN: ,UW REVIEW BF' P T1V DATE SA 467 CDMM. NO. - PATE o REUN. SURJEY SNEE7 B/ 27 /OJ IER n F' XSE SU64RTAL 10/12/07 Y} NAI. TIER R PM5P SUBM1ITAL 17/ 19/ 07 EROSION AND SEDIMENT CONTROL DETAILS & SPECIFICATIONS I NO - 2e I TOP OF T APPURTENANCES 18" MAX ELEVATION = [755'±] AMSL TOP OF T _ 3) N VERIZ WIRELESS F LUSH MO UNTED PANEL ANTENNA ELEVATION = [753' ±] AMSL ELEVATION = [74' -0' ±] A. G.L. o G -3 TOP OF C ANOPY REFERENCE TREE IDENTIFIED AS 38' PINE _ ELEVATION = [743' -0 "±) AMSL HEIGHT = 743' AMSL, 71' A. G.L. li1! I llill rii i Li1 NEW VERIZON WIRELESS ICE BRIDGE NEW VERIZON WIRELESS 12' x30' EQUIPMENT SHELTER -- NOTE: FENCE NOT SHOWN FOR CLARITY TOWER FOUNDATION BY OTHERS ELEVATION VIEW NOT TO SCALE NEW VERIZON WIRELESS 77' A. G.L. MONOPOLE HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE DETAIL 2, THIS SHEET. 12" MAX FACE OF NEW ANTENNA TYP. OF 3) FACE OF NEW MONOPOLE ENLARGED VIE C -3 NOT TO SCALE 1. TYPICAL FLUSH -MOUNT DESIGN USING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANPHENOL ANTEL MODEL BXA- 185085 / 12 DIMENSIONS - 72. 22 - (H) X 6. 06'(W) X 4. 13'(D) O ENLARGED VIEW 1W NOT TO SCALE ure & Engineerin, 213 S. JEFFERSON STREEI SUITE 101 ROANOKE, VIRGINIA 2401 S1tr98 1m m SSP982.118 vedzm wireless 1831 RADY COURT RICHMOND, VA 23222 n STUART P. PATTERSON z n ".4 0 Lic. No. 41 047 K SS IONAL Sm too- WHITE HALL RAWLAND MONO POLE 4605 GARTH ROAD CROZEt', VA 22932 ALBEMARLE COUNTY DERW m DRAWN: Nw REVIEW: SPP TTV WTE s t COF44 NO. soa rm DMa4MON I DATE Aw RELIM. SURVEY SHEET 8/ 21/ 07 REUM. ZPNNG DRtiWNCS 10/11/07 2\ IER II PWSF SUBMITTAL 10/12/07 ELEVATION VIEW I I NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER, 2. REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR LUMINAIRE SHALL BE FULLY SHIELD AS REQUIRED BY SECTION 4. 17 BY THE ZONING SUPPLEMENT 130, 10- 13 -04. 3. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED SHERWIN WILLIAMS MATTE 'JAVA BROWN' #6090. 4. BASE OF TOWER NOT TO EXCEED 30" DIAMETER AND TOP NOT TO EXCEED 18' DIAMETER. 5. NEW SHELTER TO HAVE AN AGGREGATE FINISH. 6. ALL VERTICAL COAXIAL CABLES WILL BE RUN INSIDE OF THE MONOPOLE. 7. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1' DIAMETER BEGI O POLE ELEVATION = [676' -10 "t] AMSL 30" MAX T OP OF FOUNDATION i ELEVATION = [676' -6 AMSL FINIS GRADE 1 L ELEVATION [676' -0 " ±] AMSL ure & Engineerin, 213 S. JEFFERSON STREEI SUITE 101 ROANOKE, VIRGINIA 2401 S1tr98 1m m SSP982.118 vedzm wireless 1831 RADY COURT RICHMOND, VA 23222 n STUART P. PATTERSON z n ".4 0 Lic. No. 41 047 K SS IONAL Sm too- WHITE HALL RAWLAND MONO POLE 4605 GARTH ROAD CROZEt', VA 22932 ALBEMARLE COUNTY DERW m DRAWN: Nw REVIEW: SPP TTV WTE s t COF44 NO. soa rm DMa4MON I DATE Aw RELIM. SURVEY SHEET 8/ 21/ 07 REUM. ZPNNG DRtiWNCS 10/11/07 2\ IER II PWSF SUBMITTAL 10/12/07 ELEVATION VIEW I I COARSE AGGREGATE M LAYER OF MIRAF1 HP570 fNTHETIC. EXTEND 2' BEYOND TOE GREGATE SLOPE, ALL AROUND 11 = I I = l l i1 1 fll III -I 6" MINIMUM COMPACTED SUBGRADE SECTION — COMPOUND AREA NOT TO SCALE CHAIN LII NOT TO SCALE BARB WIRE OUTRIGGER ARM 1 -1/ 2 PAR INDUSTRIAL ANGLE OUTWARD (TYP.). MALLEABLE IRON OFFSET PIN HINGE (PAGE - WILSON M -6 OR BARB WIRE (TYP.) EQUAL) LINE POSTS (TYP.) POST TOP CAP (TYP.) 4' -5" CHAIN LINK FABRIC (TIP.) - - — END OR CORNER POST (TYP.) 1 1 1 /2" GATE FRAME: 1 1/ 2" PIPE, PER ASTM- F1083. GATE LOCKING DEVICE O. F. C. I.) TENSI 13MININ 1011MMINK 11001 8' -0. a 5L 14011 i MRS, i FINISH GRADE TYP-) 1- 1/2 PAIR INDUSTRIAL TENSI WIRE MALLEABLE RON ' ) f OR CROWNED F OOTING TO. EQUA C ONCRETE •• PO C ONCRETE •• PO C F OUNDATION (00 ' GATE POST 4'. SCHEDULE 40 PIPE, FOR GATE WIDTHS UP THRU 7 FEET OR 14 FEET FOR DOUBLE SWING GATE, PER ASTM- F1083. rchitecture & EngineerinS 213 S. JEFFERSON STREET SUFTE 1011 ROANOKE, VIRGAVM 24011 5169820W FAX 510982. 1183 W WW.CL4R?a4D(SEN.COM ver wireless 1831 RADY COURT RICHMOND, VA 23222 H Ofi STUART P. PATTERSON x S Lic. No. 41047 a FSS ONAL E G Sm 940: WHITE HALL RAWLAND MONO POLE NO. 57 COARSE AGGREGATE 3" MINIMUM) REMOVE ORGANIC MATERIAL \ EXISTING 1 1/ 2" PER 6' OF1 GRADE II k I- 1 I I ,--- I 11 =1 I I -I I f- III -i I 1Ti -I ii =1iI -{ I 1 B STIN •• 1/ 2- PER SLO 1 2" MINIMUM AT II kI 1 1= 1 II III =i 11= 111 =1 I I =' `- 1 GEOT£ XTILE FABRIC WHERE REQUIRED. EARTH WORK SUBGRADE COMPACTION & SELECT GRAN. 0 AR FILL VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID Q 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 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NOT TO SCALE TOP RAIL (TYP.) BRACE FAIL (ENDS ONLY)- 4' -0" 4' -0" 1; 1 MIN MAXIMUM POST SPACING 10' -0 ON CENTER — 4605 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY SMI DMaWTION I DATE A. A.RELIM. SURVEY SHEET 8/ 21/07 I REUM. ZONING DRAWINGS 10/11/07 iER R PWSF SUBwMAL ID/ 12/07 AA FlNAL 71ER R PW'SF ': BI T AL 11/79/07 CML DETAILS C -4 3' -5 7/ 8 r ---------------------------------- - - - - -- -- - -- - - I SCROLL FAN EXHAUST9 II I i 6r1 FCF3 ] I I I I I} I I I I I ELBOW W /SNAP IN SCREEN I i I I .I I S . I E I STANDARD LOCATION/ I I 1 SHIP LOOSE I I I II i I I i I I 1 2" SERVICE ENTRY 4 W ALL THICKNESS 41 1 1 l R 0 = t :I ELEVATION C t _ _ L-.5 3/ 8" zz' — ') Xeev 3" EMT STANDOFF STRAP GEN VENT 30' -5" rchitecture & Engineerin r --------------- rr---- - - - - -_ _----------------------- - - - - - 150 PSF 2 ROANOKE, VIRGINIA 2401 I I 5*" 2 - W FAS40- "2. 116 1 11 L I - - - - I I I www. aAx laaes. ca 20 PSF 14 PSF I II II D I1 ImEjtIINI II I II I t l 00 WR I II o 1 verizt wireless le i Ig r I 1831 RADY COURT la IIYO sl RICHMOND, VA 23222 0. 18 9 ' - $ „ _ ELEVATION A 3' s ..B 30' -0" NOTE: PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. SHELTER ELEVATIONS r ---- - - - - - - I I i L - - - -3 o i iI I C D ELEVATION D A ELEVATION KEY NOT TO SCALE SHELTER NOTES 1, DESIGN CRITERIA: FLOOR LIVE LOAD ROOF LIVE LOAD SNOW LOAD GROUND SNOW LOAD, P FLAT ROOF SNOW LOAD, PI SNOW EXPOSURE FACTOR, C SNOW LOAD IMPORTANCE FACTOR, I THERMAL FACTOR, Ct WIND LOAD BASIC WIND SPEED, V WIND IMPORTANCE FACTOR, I BUILDING CATEGORY WIND EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT SEISMIC LOAD SEISMIC USE GROUP SPECTRAL RESPONSE COEFFICIENTS SDS SDt SITE CLASS SEISMIC BASE SHEAR, V BASIC SEISMIC — FORCE — RESISTING SYSTEM ANALYSIS PROCEDURE 0. 28 0. 11 D D. 074 W BEARING WALL — ORDINARY REINFORCED CONCRETE SHEAR WALLS EQUIVALENT LATERAL FORCE PROCEDURE 2. THE SHELTER 15 TO BE CLASSIFIED AS USE GROUP S -2, TYPE IIB CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 3, THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 4. BUILDING WILL BE PLACED ON CONCRETE PIERS. 5 • BUILDING SHALL BE LOCATED THREE FEET (3' -0 ") OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING. STUART P. PATTERSON V Lic. No. / 41047 a Z( /d7 Q: n ( \ E STYE MO.: WHITE HALL RAWLAND MONO POLE 4505 WTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY DEE 1+ y DRAWN: JAW REVEYd: sir TV DATE SA,, m t REUK TONING DRAWIN 1D /11 /D7 7 IER t1 PWSF SVO4UTTAL 10/12/07 I INAL TIER II F SUZIM MAL 1 11/ 19/ 07 SHELTER ELEVATIONS s» r NL7_ U mAm rchitecture & Engineerin 213 S. JEFFERSON STREE 150 PSF SUITE 101 ROANOKE, VIRGINIA 2401 30 PSF 5*" 2 -W FAS40- "2. 116 www. aAx laaes. ca 20 PSF 14 PSF 1. 0 1. 0 1. 0 verizt wireless MPH 1831 RADY COURT 1. I RICHMOND, VA 23222 C 0. 18 0. 28 0. 11 D D. 074 W BEARING WALL — ORDINARY REINFORCED CONCRETE SHEAR WALLS EQUIVALENT LATERAL FORCE PROCEDURE 2. THE SHELTER 15 TO BE CLASSIFIED AS USE GROUP S -2, TYPE IIB CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 3, THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE NOVEMBER 16, 2005. 4. BUILDING WILL BE PLACED ON CONCRETE PIERS. 5 • BUILDING SHALL BE LOCATED THREE FEET (3' -0 ") OR MORE FROM ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING. STUART P. PATTERSON V Lic. No. / 41047 a Z( /d7 Q: n ( \E STYE MO.: WHITE HALL RAWLAND MONO POLE 4505 WTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY DEE 1+ y DRAWN: JAW REVEYd: sir TV DATE SA,, m t REUK TONING DRAWIN 1D /11 /D7 7 IER t1 PWSF SVO4UTTAL 10/12/07 I INAL TIER II F SUZIM MAL 1 11/ 19/ 07 SHELTER ELEVATIONS s» r NL7_ U mAm