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HomeMy WebLinkAboutSDP200700117 Legacy Document 2008-02-27 (11)verimp wireless Mm, Tp 1T SITE MRECT06 FROM RICHMOND: TAKE 1-64 WEST 00 TO DaT 79 TOWARD POWHITE PKWY/CHARLOTTESFALLE ± 72.6,0 MILES* TAKE VA-637 EXIT 114 TOWARD AN. TURN RIGHT ONTO DICK WOODS RD. LEFT ONTO US-250. STRAIGHT ONTO VA-240. RIGHT ONTO BROWNS GAP TURNPIKE. RIGHT ON GARTH RD. klloc I T E LOCALMAP SCALE: 1' 2,000 Cl" IT M!, d SITE 'w'V VIM, 2V i533 C.'d- H_ —Ft -D VICINITY MAP HOT TO SCALE LOCAL UTILITIES POWER COMPANY CENTRAL VIRGINIA ELECTRC COOPERATIVE COOPERAT (,VE'): CONTACT: CUSTOMER SERVC, TELEPHONE i- 800-367 -2832 TELuHQK- COMPANY: 1 EMBARCL CONTACT- CUSTOMER SERVICE TELEPHONE: I -80D-786-6272 L N i r--A—PP—R—f--A/-A1--1 WHITE HALL BRUCE PROPERTY 4605 GARTH ROAD CROZET, VA 22932 PROJECT DESORIMON: INSTALLATION OF 77A.G.L. MONOPOLE TOWER, COMPOUND AND OPERATION OF _MTV% IN A •AW-LAND LEASE AREA ArchWcture & Engineer}? 213 S. JEFFERSON STREET SUrrB [of I ROMOKE, MRIGIMIA 24Gi I 11 FICSq -1183 VVWVVJaAWVE,5EhLCVM vedmu wireless 1831 RADY COURT RICHMOND, VA 23222 op eAl u I R � r�IDAJTE Lic. No. 41047 > WHITE HALL RAWLAIND MONO POLE 4605 GARTH ROAD CROZET, VIA 22932 ALBEMARLE COUNTY 71E SHEET T- E VRP, WTE REV. NO. DESCRIPPON BY DATE REV. NO. DESCRIPTION BY DATE PRELIMINARY SURVEY SHEET OPP 8/21/07 PRELIMINARY COMING DPAWNGS OF, wovw TIER R PWSF SUBMITTAL spp 10/12/07 FINAL TIER 11 PWSF SUBMITTAL spp 11/19/07 CONSULTING TEAM PROJECT SUMMARY SHEET INDEX AR29EMLR� 2NJINEMLnom PROPERTY OWNER DLURR-Ral CLARK WXSEN WHITE HALL BRUCE, MLA S T-I TITLE SHEET 5510 CHEROKEE AVE, SURE 110 4605 GARTH ROAD 2939 BROWNS GAP TURNPIKE T-2 LEGEND AND ABEIREWATIONS ALEXANDRA VA 22312 STUART P. PATTERSON, RE CROZET, VA 22932 CROZET VA, 22932 PROJECT MANAGER: TELEPHONE: (703) 256-334� c-, SURVEY AND SITE PLAN FAX NUMBER: (703} 256-6622 C-IA ENLARGED SITE SURVEY 21 m- C-1 B AREA MAP CAUSEWAY CONSULTANTS, P.C. VERIZON WIRELESS 1831 MY COURT c-2 ENLARGED SEE PLAN 1005 S. EIATTLEEH�LD BLVD CHESAPEAKE, VA 23322 RICHMOND, VA 23222 VINCENT CRUTE C-2A GRACENG PLAN CONTACT: EDO!E R. WHITE CONTACTS (804) 543 -7580 TELEPHIDNE! �75 � 482 -0474 TELEPHIT E. (804) 321-0398 c-28 EROSION & SEDIMENT CONTROL FAX NUMBER 7577 482:98, o FAX NUMBER: DETAILS & SPECIFICATIONS SOIL ENCN EER C-3 ELEVATION VIEW NONE PROJECT DATA: ZONING RA (RURAL AREAS) C-4 OW DETAILS 2&&jLRN- EtvGINEERING. CLARK NMEN juIR5D1cTXV1 MAGISTERIAL DISTRICT ALBEMARLE COUNTY 6 WITTE HALL A-I SHELTER ELEVATIONS 6 150 KEMPSVLLE CIR, SUITE -2QOA TAX MAP 1 04IOOOOGCG2&'IQ NORFOLK, VA 23502 ED WESTERMAN, PE SITE RAWLAND CONTACT: TELEPHONE (757) 455-5800 TOWER ' R TYPE OWED HEIDI MONO POLE 77: A.G.L. FAX NUMBER, 455-5638 LEASE AREA 50`x50` AREA OF LAND DISTURBANCE 2586 SO. FT, DER 2712 SOUTHERN BLVD. LATITUDE: 39 BE, 52.72' N VA BEACH. VIRGINIA 23452 LONGITUDE. 78* 39' 30.24` W CHAE CRAW CONTACT: LEY C TELEPHONE: (757) 463-320 GROUND ELEV, 676.0' FAX NUMBER; (757) 463-3080 Am-UNLIWN&L FACILITY 11 1"E'l All NOT FOR HISIMHAIR11IN SHEET TOTAL SITE WILL HD BE SERVED By COUNTY OR WATER. ArchWcture & Engineer}? 213 S. JEFFERSON STREET SUrrB [of I ROMOKE, MRIGIMIA 24Gi I 11 FICSq -1183 VVWVVJaAWVE,5EhLCVM vedmu wireless 1831 RADY COURT RICHMOND, VA 23222 op eAl u I R � r�IDAJTE Lic. No. 41047 > WHITE HALL RAWLAIND MONO POLE 4605 GARTH ROAD CROZET, VIA 22932 ALBEMARLE COUNTY 71E SHEET T- 1P, 2P, & 3P SINGLE POLE, TWO POLE, & THREE POLES NEUT NEUTRAL EXIST; NEW A/C ADJ AIR CONDITIONING ADJUSTABLE N NA NORTH NOT APPLICABLE �������������'7 CONCRETE AFF ABOVE FINISH FLOOR NIC NOT IN CONTRACT i ABOVE GROUND LEVEL NTS NOT TO SCALE APPROX APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED _ _ _ _... _ _ PROPERTY LINE ASTM AND AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN WIRE GAUGE OC OD ON CENTER OUTSIDE DIAMETER A OR AMP AMPERE GRIND OPENING — — S TRACK UNE BLDG BUILDING OPP OPPOSITE BLK BLOCK OHTfOHP OVERHEAD TELEPHONEfOVERHEAO POWER LIMB BASE MOBILE RADIO OHO OVERHEAD POWER — . — . — LEASE AREA B%S BUILDING STANDARD OHT OVERHEAD TELEPHONE CU COPPER OZ OUNCE EASEMENT GO C CB CLEAN OUT CONDUIT SIZE AS NOTED CIRCUT BREAKER a tN(F) PRN S PAGE PIN FOUND PIN SET POLYVINYL 10947 FILLER O D BUILDING (FOOTPRINT) CXT CLG CIRCUIT CEIUNG P1F RATIO PLYWOOD PAIR jf vj>' POWER POLE CUR CONC CLEAR CONCRETE PR PRW PROJECT CONST CONSTRUCTION PROP PER ❑ TELEPHQNE%FIBEROPTIC PEDESTAL CONT CFCI CONTINUOUS CONTRACTOR FURNISHED CONTRACTOR INSTALLED PSF SQUARE INCH PER SQUARE FOOT OB DEED BOOK PT PRESSURE TREATED OVERHEAD ELECTRIC DBL DOUBLE PVC SCHEDULE 40 PLASTIC CONDUIT. DIA, 0 DIAMETER PAD RADIATION OLAG DIAGONAL RECEPT RECEPTACLE _ CONTOURS DIM DIMENSION REQ'D REQUIRED ! �Y t i ON DOWN RM ROOM GET, DETL DETAIL RO ROUGH OPENING DWG DRAWING S SOUTH 14.5 DEF E DUAL ELEMENT FUSES EAST SW SCH SWITCH SCHEDULE Ah �- SPOT ELEVATION EA EACH SHT SHEET EL. ELEV ELEVATION SIM SIMILAR F —"l ASP1W.T ELECT EQ ELECTRICAL EQUAL SPEC SQ SPECIFICATION SQUARE EQUIP EQUIPMENT SS STAINLESS STEEL yR ---;�— — — F ---„— FENCE EW EACH WAY STL STEEL EXIST /EX EXISTING STRUCT STRUCTURAL EXT EMT EXTERIOR ELECTRICAL METALLIC TUBING SUSP THRD SUSPENDED THREADED EC EMPTY CONDUIT HIND THROUGH TEMPORARY BENCHMARK FIN FLUOR FINISH FLUORESCENT IM TNNO TAX MAP TINNED FUR FLOOR TOO TQP OF CA`1CRElE GRAVEL FT CRS FOOT GALVANIZED STEEL CONDUIT TYP UON TYPICAL UNLESS OTHERWISE NOTED 0 OR GRO GROUND UG UNDERGROUND GA GAUGE VERT VERTICAL �,,,1��,J 1,! TREEUNE GALV GALVANIZE�O} VLF VERIFY IN FIELD GC CPS GENERAL POSITIONING GLOBAL PCONTRACT SYSTEM IT IT WITH TILE WITH '� TREE GWB GYPSUM WALL BOARD WOW WINDOW HARD�WD HAROWOOp W WEST BEG HIGH STRENGTH W/O WITHOUT HORIZ HOR120NTA. W WATTS TREES TO BE REMOVED HR HT HOUR HEIGHT WP XFRM WEATHERPROOF TRANSFORMER HVAC HEATING, VENTILATION AND AIR CONDITIONING 0 IN INSIDE DIA INCH ANGLE :,410 !NS INFORMATION INSULATION & AND Q CENTER LINE BKILOWATTS LS} U( LG MAX LONG MAXIMUM {{ PROPERTY LINE, PLATE MECH MIL MECHA.NICAU META. 0 AT MFR MGR MANUFACTURER MANAGER U NUMBER MIN MINIMUM MISS MISCELLANEOUS MPH MILES PER HOUR MID MOUNTED f = RENSK?N � - ELEVATION x a NORTH ARROW REFERENCE ' = N07 AEFERENCE O 1 T_2 = QETAL 1 REFERENCE T_p =SECTION REFERENCE nW+ =NORTH ARROW WITH MAGNETIC DECUNATICLN t F -2 DETAIL REFERENCE ABBREVIATIONS & SYMBOLS LIST LEGEND architecture & Engineering 213 S.)EFFERSON STREET' SUTTE I01 ROANOKE, VIRGMi42#}1 # 5to99lGdaa tA%54P482It83 verizw wireless 1831 P.ADY COURT RICHMOND, vA 23222 r � Qrr� {A� . PAiI. . 41047 9 "a -O SIONAL E�O� ureraa: WHITE HALL I •I 4605 GTRTIA ROAD CROZET,VA 22932 ALBEMARLE COUNTY LEGEND AND ABBREVIATIONS T -2 1n Nm o CLIFFORD LAND TRUST; SIGHT DISTAN E G SIGHT DISTANCE ' EXCEEDS 610' MIN. E RANDALL RALSTON 2c TRUSTEES EXCEEDS 610 MIN. J 08 t295JPG 066 S85'O6'S6"E PARCEL ID' 04100000002900 -- __ __�.,,..%" 514.03' 2.71 ACRES v/a P/P t LAND USE NEOPEN SPACE CONGDON, MARK QUINTIN OR BARBARA ANN £xrstrm, GW£i16NO DB 1653/PG 25 PARCEL IDS 041000000023A0 I( P/' .- 35.9 ACRES wgl ZONED RA t LAND USE: OPEN SPACE %i �£X.5/MG DINFUTAV ` �D 1 0o f \� 2� N BRUCE, VVOLA S 68 58fl /PG 397 PARCEL ID# 04100000002800 - 20 ACRES � ZONE D RA LAND USE: OPEN STEVENSON, MICHAEL N OR ANDREA MATTHBYS S �IIVODED DB 1736JPG 582 AREA FARCE E IDS 04I00000002300 35.9 ACRES ZONED RA 4 i LAND USE: OPEN SPACE -RT / OI RT ROAD � �"r�.� -- '�/ � 5033 �• Ct:AA£D .`AREA 4-- `I{ LEE- VANDELL, FRANCES J TOWER FALL ZONE ° �1.r' 08 3363/PG 309 u `Dy 04100000002200 RADIUS = 77.0' 1 \ U' ' a m PARCEL 33,146 ACRES l T,REFUNE ZONED RA !AND USE OPEN SPACE EtEVa?104 CONCDON, MARK OUINTIN OR BARBARA ANN i DB 1653/00 25 PARCEL ID,# 041000000023AD 35? ACRES ZONED RA LAND USE OPEN SPACE FOR 24' X 36' PLOT - i' = 100' 0 100' 200' SURVEY FOR it' X U' PLOT - i° - 200' SURVEY NOTES t. TOPOGRAPHIC NFORMAnON WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS P.C., CHESAPEAKE, VIROW ON 7- 24 -07. METES AND BOUNDS WERE COMPILED FROM PLATS ANO /OR DEEDS OF RECORD. NO BOUNDARY SURVEY WAS PERFORMED. 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771 -00505 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 7/18/07. 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 DR DAMAGE. 5. THIS SITE APPEARS TO BE LOCATED IN THE FJ.R.M_ ZONE "X' AS SHOWN ON COMMUNITY PANEL NUMBER 51003C 0287 D EFFEC71VE DATE 2/04/05. 6. NO SUBSURFACE INYESTIGAflON WAS PERFORMED BY CAUSEWAY CONSULTANTS, P,C. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH. MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. 6, NO WETLAND AREAS HAVE BEEN DELINEATED. 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. L0. THE TEMPORARY BENCHMARK IS A HUB AND TACK ELEVATION = 676,00'. ii, 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 15'1 HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 3't VERTICALLY. THE HORIZONTAL DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (NAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AND SECONDS. THE VERTICAL DATUM (ELEVATIONS) ARE IN TERMS AS DEFINED BELOW AND ARE DETERMINED TO THE NEAREST TENTH OF A FOOT. PROPOSED 77' A.G.L. MONOPOLE NAO 1983 LATITUDE: 38' 06' 52.12" N LONGITUDE: 78' 39' 30.24' W NAVO 88 ELEVATION: 576.0' THIS SitE K NOT lDCATED "'N" OR ADJACENT TO A COUNTY DESIGNATED CONSERVATION EASEMENT. T", SITE IS NOT LOCATED WITHIN ANY AREA DESIGNATED AS AN AGRICL#.TuRk OR FORESTAL DISTRICT. 213S.JU E1t50N SU ROAN4:)XE,IIRGIN VerIM wireless 1831 RACY COURT RICHMOND, VA 23222 v Lic. No../ 41047 > WHITE HALL RAWWLAND MONO POLE 4605 GARTH ROAD CROZEi', VA 22932 ALBEMARLE COUNTY __ NY XttWSt INN �v: �r N i EX. Ot :"vs a r I/✓OG EO AREA i !8 "NNE ,1296) 1 r� I � z ,r 38' RtE (4TDi REFt>1£YCr tq i t ft f tr r J 1 J tJ t I J � h v 1 ! 1 � 1 i t\ `l �l \ 1 50' RAOUS FROM f CENTER OF TOWER �t-21 ,A9 Ph'_ 2 � ` (J 78) (3801 FOR 24' % 36' PLOT - i' = 10' 0 LY 20' SURVEY OR ii' % 1T PLOT - = 20' � TREE COUNT NUMBER SPECIES I CALIPER CANOPY HEIGHT AGL HEIGHT (296) PINE 18' 743' AMSL 66' 340) PINE 72' 741' AiSI 65' 343) HICKORY 20' 74 AISL 67' '(370) DEAD PINE 12' 704' AMSL 27' (374) PINE 15' 725' AMSL 50' (376) PINE t0' 737' AMSL 63' (378) DEAD PINE 24' 748' AMSL 74' (380) PINE 1 20' 746' AMSL 73' (382) PINE 8' 72V AMSL 56' (384) PINE 12' 740' AMSL 69' (386) PINE 16' 737' AMSL 66' (388) MAPLE 12' 737' AMSL 6Y (390) OAK f0' 734' AMSL 58' '(392) PARADISE 87 733' AM. 54' (430 PIK 3r 1 743' Amst. 1 71' 'TOTAL TREES TO BE REMOVED: 2 NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN SOLD NOTE: AVERAGE. ONPUNES SHOWN ARE BRAWN TO STALE INE- - BE REMOVED HICKORY (313) CONSTRUCTION NOTES I I NEW VERIZON WIRELESS 2,500 OF LEASE AREA ONEW VEWZON WIRELESS 75Y AMA MONOPOLE TOWER SEE ELEVATION VIEW, SHEET C -3. 03 NEW VERIZON WIRELESS 12' GRAVEL ACCESS ROAD, SEE DETAIL 2, SHEET C -4, NEW VERIZON WIRELESS 20' WIDE UFUTY AND NGRESS /EGRESS EASEMENT, SEE SHEET C -1 FOR CONTINUATION, THE 3S" PINE 15 THE REFERENCE TREE AND THE PROPOSED MONOPOLE IS WITHIN 21' Of OS DRIPLINE. NOTE - REMOVE NECESSARt SMALL UNDER STORY TREES FO � NEVI ROAD ENTRANCE EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE, EXIJOR TREES TO REMAiK CDNTRACTOR SHALL BE RESPONSIBLE FOR REPLACEME COMPENSAPON OF DAMAGED TREES. NOTE - S(tE $MALL SE MAINTAINED IN ACCOROANCf WITH A TREE CDNSEXVAT!ON PLAN Tp BE PREPARED SY A CERAFlED ARBORIST, AS REQUIRED BE SEC. 5.1.40(0)(4). 2 i3 S. ffFERSON SRTaT SURE lot I ROMIOKE. VIRGHRIA2401I S19")82t MSW98 -Hw ved oft wireless 1831 RADY COURT RICHMON0. VA 23222 V X OH 0 IiRT �ORRD'i $� S P. `�' Lic. No. 41047 5 �g 1 j , w �FSS)ONA� E�� SrtE 4 W1-11 1 E HALL RAWLAND MONO POLE 4605 GARTH ROM CROZET,VA 22432 ALBEMARLE COUNT`( StkETt4VfE SURVEY Ft- I A I NOTES hate tore & Engineerin ,r _ l 213S.}ffFER5fNNS7REET X700,2 7 j` ,' �. \y1 _ N. U34 9401. J ViP�N1AN0it i 1 5 ROA NORE, 7 x7 t 1 xo8�.9 14377at.4z � rc .. 7��_ E i1P9a2oBW eFX Sta481•I i83 ++" �/ ~ / \' -�:. IAT:TUDE 7 O5` 50,24' �WWIUAPJVS�.� i j xbBQ. $\ `\ ELEVATION 6 6 39 30.24 , 1 2000' RADIUS FROM _. j, U \ V of TOWER ff _ 1-- � �.�....� ....._. �3 � r im wireless s s EXISTING DWELLING, P. o BR GA n RD RICHMOND, va 2322 2 — i33 X, 02. 2 Ofi It l - fiARTn SIUART P. PATIERSQN�� 8 c v 7> L' 4104 Nm x725.4 o S CIA r'rPKE ,. -- i / e_ �� (flz�, i 675.0 _ 2 - ` x674. 587.7 WHITE L ✓ _ 1 ` 714,8 W14- X.eHPi _ RO _ WNS . � T �' It `��� RAWLAND 2A__6 -� X7o a xs c�z MONO POLE x i ti l 5 ff x656. _ f l 4845 GARTH ROAD _ g .7 CROM, VA _.. 1 Mi NTER CREEK FARM , 1 J t { f ALMMARLE COUNTY x69 J J Hy, I(f t t x 43.1 6 .. x67? .2 ' m i V: mn X 85.4- ,�j'l ` e waver v,cR efarro� ;•5 °4 3 '� ��'- ac�,a zavac avow +es ,ofn /m 702 r 1 \ i RRDIJ LIS c n76 ' er ' - 68 �, 72 68 t 9 X695 3 i I A MAP i �683:j A �C � , x + 6 ✓ � r } t / Ga / X`340- A (�� FOR 24' X 36 P 0T i'. 2500' 4 300' B00' [ AREA MAP OR n' X 17 PLOT - t" = 600, \�,, EX. TREE IQ REMAIN (;YP) �v 7 l T ) N t I s -- -- i I Ex. TREE TO BE RE M I 1 - t t t' I I I 1 / i f t 1 i 5 � 8 1 tt t \�� i i ! i 1 i 1 1 ' t I I I s 2 i 4 ' I � 1 I t I - �r= I n i �I it MI tl II II n t 7.O' t 1 4 -0' ' F M1 I !I I 4 II II 11 II u 4 �L I 41.0' ' ..:153411 SITE NOTES I- PRIOR TO CONSTRUCTION THE CONTRACTOR SMALL ASSUME THE RESPONSIBILITY OF LOCATING ANY LRMDERGROUNO UTILITIES (PUBLIC OR PRNATE) THAT MAY DIST AND CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. AFORE YOU DIG, CALL 'MASS UTI,NY AT t -800- 552 -7601. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPNMNG, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 2. ALL EROSION AND SEONENT CONTROL DDACES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEO:MENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED, I THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOMLED AND SEEDED TO RESTORE A PERMANENT VEGETATIVE CWY R. SEE PERMANENT SEEDING SCHEDULE, SHEET C -28. 5, THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY S THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHAL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS, 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR - 7, ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. CONSTRUCTION NOTES ❑i NEW 12' X 30' VFEZON WIRELESS EQUIPMENT SHELTER. SEE DETAIL 1. SHEET A -1. �2 NEW VER#ZON WIRELESS 4' X V CONCRETE STOOP (TYP OF 21. F 31 NEW VERIZON WIRELESS CONCRETE PIERS. i F4] NEW VERIZON WIRELESS 6't ICE BRIDGE F5 NEW VERIZON WIRELESS 77' A.G.L. MONOPOLE TOWER SEE ELEVATION VIEW, SHEET C -3. ® NEW VERIZON WIRELESS 50' X 50' LEASE AREA- NEW VERIZON WIRELESS 20' WIDE INGRESS/EGRESS EASEMENT. `j ® NEW VERIZON WIRELESS 12' WIDE GRAVEL ACCESS ROAD. SEE DETAIL 2, SHEET C -4. ❑9 NEW GRAVEL WITHIN LIMITS OF COMPOUND. SEE DETAIL I, SHEET C -4. 10 NEW —011 WIRELESS FENCED COMPOUND. SEE DETAIL 3, DETAIL SHEET C -4. NEW VERIZON WIRELESS METER & DISCONNECT. SITE LIGHTING (D 12OV, MOTION CENSORED PHOTOCELL AND SHIELDED SHELTER UGHL EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING RERENCE TREE 38" PINE EXISTING TREES THAT ARE TO REMAN. CONTRACTOR SWILL BE RESPONSES E FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. verizw wireless 1831 RADY COURT RICHMOND. VA 23222 �9 S1JARi P. PA f1 S� z Lic. No. 41017 —.00< WHITE HALL RAWLAND MONO POLE 4605 GARTH ROAD CROZET,VA 22932 ALBEMARLE COUNTY oscw: _ NAY or mm JAW netw ser ENLARGED SITE PLAN I C2 b - - - - - - - - - - - - - - - - - - - - - - - o `7 _c A Ii 674, IL p GRADING PLAN MATCH LINE- THIS SHEET MATCH LINE- THIS SHEET -------- g3_ - ---- I I trchitecture & Engb werinj 213 S, JEFFEIGON VFaT 1p, ROANO)l VIRGINLA 7.4011 5*Y[59800, `AKwR`Iz-Hm W-WCLARNF%5@4mm ----- - ----------- I -------- jjj tI ----- --------- ----- ------------ vedZpn wireless A 1831 RADY COURT ------ RICHMOND, VA 23222 .1TH -- 01p ------- -------------- -- ----------- --------- R PATIER N ------------ ------------ -------------- STU Lic. No. 41047 > 3 0 Do F_ - ------------ ------------------ S/ONAL CONSTRUCTION NOTES WHITE H&L N VERIION WIRELESS 12' WIDE GRAVEL ACCESS ROAD. SEE DETAIL 2, SHEET C-4 N EW VERSON WIRELESS 20' WIDE 3 INGRESS/EGRESS EASEMENT. -- --------- --- - 67 ------ 6-7- FOWLAND ,00* 3/ NEW TREE PROTECTO MONO POLE SEE DETAIL 1, SHEET C-28, 676, MG 4 I GIN, 77 ---------- 4W5 WTH RW ------- — ------ CROZET, VA ----- -- - - -6 77 -------- -- 22932 EROSION CONTROL LEGEND ALBEMARLE COUNTY PROTECTION Aw EO.C, TREE 75�82 TEMPORARY I­. TREE PROTECTOR xx 676.5'0' _7 'm 7 SPOT GRADE SUMBMIFFTALS i [L---- 1: A EL t FF=676,25 Fr=676.66• GRADING NOTES E NSHED GRACE. z1\ f 1, All EUCVkTEN, AR- R L 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIVES. sEETNVE _4v 3 PLACE GEOTEX.tE FILTER UNDER COMPOUND AND GRAVEL ACCESS ROAD, USE TYPAR 3401 OR EOtNALFNT. GMDING TP T Tfl` - TI PLAN IR /_ �,,,4 , 74- 5v 6 MG THERE ARE No "`H`Ck SLOPES WrTHN - ------ PROJECT AREA fi EXISTING 38 31,INE - --- - --- (7R NCE TRa -- ----- - -- LR 11 1 -3' IOT C -:�PLO TI 2A A. TEMPORARY SEEDING SPECIFICATION PRIOR TO SEEDING, INSTALL NECESSARY CONTROL PRACTICES SUCH AS DIKES, WA'T'ERWAYS 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 -5 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. I)mw-HILN 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 5,2 TO 6 1 TON PER ACRE SOURCE: VA. DSWC 2. FERTILIZER SHALL BE APPLIED AS 60D LBS. /ACRE OF 10 -20 -10 (14 LBS. /1000 SO. 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 AN DRY US L MAR 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 SE DINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH. TABLE 3.31 -8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" RATES PLANTING DATES PLANTING DATES (LOS. /ACRE) SEPT. 1 — FEB. 15 50/50 MIX OF ANNUAL RYEGRASS LOLtUM MUFTI— FLORUM & CEREAL (WINTER) RYE 50 -100 �SECALE CEREALS) FEB. 16 — APR. 30 ANNUAL RYEGRASS 60 -100 LOLIUM MULTI— FLORUM MAY 1 — AUG, 31 GERMAN MILLET 50 fS ARI$ ITALICA} B. PERMANENT SEEDING SPECIFICATIONS DI AMT CCf CPThlM 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 -0 AND 132 -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 -B FOR RECOMMENDED VARIETIES. 3. A MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASSES AND LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTAON 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, DR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY IS AVAILABLE FROM COUNTY EXTENSION AGENTS, REFERENCE APPENDIX 3.32 —d FOR LIMING APPLICATION (IN LBS) NEEDED 70 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 LBS. /1000 SQ. FT.). PIEDMONT AND APPALACHIAN REGION: 2 TONSfACRE 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 -70 OR EQUIVALENT NUTRIENTS (23LBS. /1000 SQ. FT.). LEGUMES STANDS ONLY; 1000 LBS. /ACRE 5 -20 -10 (23 LBS. /1000 SO. 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 ANO 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. WHITE HALL RAWLAND MONO POLE 4605 GARTH ROAD CROZEf, VA 22932 ALBEMARLE COUNTY IC9GN: m XNW t .WW 4#,T- EROSION AND SEDIMENT CONTROL DETAILS & SPECIFICATIONS WFAM Architecture & Enginee ' +..� 1 2CI &JEFFERSON SOIEDT SUITE 1611 ROANOKE,11MNtA 2461.1 5"2f NJ(SW9IMIlm 1 DRIP LINE verizt wireless I I t {mz dis. ak. w 3 1831 RADY COURT I T z �o RICHMOND, VA 23222 IF TH op AT 4'2 OC STAKES , NOTE: DRIVE STAKES FIRMLY INTO GROUND AT (EAST 12- T ART z SRT P. TER NOTE: TREE PROTECTION FENCING SHALL BE PLACED DIRECTLY UNDER ~ Lic. No. 41047 > DRIPLINE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN 1 '� ; t� /j t2 � �Y`✓� PROTECTION DETAIL C} N T TO 2B NOT �FSS/ONA(L WHITE HALL RAWLAND MONO POLE 4605 GARTH ROAD CROZEf, VA 22932 ALBEMARLE COUNTY IC9GN: m XNW t .WW 4#,T- EROSION AND SEDIMENT CONTROL DETAILS & SPECIFICATIONS WFAM TOP OF TOWER APPURTENANCES ' ELEVATION -=[75*-] iCP OF TOWER (3) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS (75A] AMSL [74`-O-3] A-G-L TREE ELEVATON AMPiL�_ HEIGTti OER AS F7 A..,'11TGS NOTE: PENCE NOT SHOWN FOR CLARITY NEW VER11204 WIRELESS ICE BRIDGE NEW VIRIZON WIRELESS 12'.30' EQUIPMENT SHELTER NEW VERIZON WIRELESS 77' AOL. MONOPOLE 'NEWT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE DETAIL 2, THIS SHM, 12' WAX FACE OF NEW ANTENNA (TYP, OF 3) /-FACE OF NEW MONOPOLE 1. TYPICAL FLUSH-MOUNT DESIGN USING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SL019Y DEPENDING ON AVAJLABiIJTY AND SPECIFIC MANUFACTURER. 3, PROPOSED ANTENNAS - ANPHENOL ANTIOL MODEL OXA-185985 If 12 DIMENSIONS - 72,22(H) X 6DT(W) X 4A3-(0) TOWER BOLTS (TYR) NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER, 1 REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR UUMINAIRE SHALL BE FULLY SHIELD AS REWIRED BY SECTION 4.17 By THE ZONING SUPPLEMENT 130, 10-13-04, 1 TOWER AND ALL OTHER ASSOCIATES ECKPIPMENT TO BE PAINTED SHERWIN WILUkMS MATTE *JAVA BROWN' J090. 4, BASE OF TOWER NOT TO EXCEED ZOI* 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 WOROPOL, 7, UrNTNING ROD WRL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE I* DIAMETER SEGS4NMNG OF PALE ' I L676­1'± A, IRS L CLP �UIIDA Asst t� 'FINISHED�CRADE Ak ELIVATION AM Burg & Enghwerin Zia S.fffEIISCINS"W SERM lot R0AJN0KE.VIRCRN1&2401 \'l-<' wireless 1831 PACT COURT RICHMOND, "A 23222 S UAR; P. PATTERSON Lic, No, 41047 > �K�SIONAL WHITE HALL RAWLAND MONO POLE 4605 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY TOWER FOUNDATION BY OTHERS " _10 - I I C-3 COARSE AGGREGATE LAYER OF MIRAFI MP570 THERG EXTEND 2' BEYOND TOE RELATE SLOPE, ALL AROUND 6' MINIMUM COMPACTED SUBGRADE SECTION — COMPOUND AREA 3 CHAIN LINK FENCE DETAIL NOT TO SCALE C -< NOT 10 SCALE N0.57 COARSE AGGREGATE (3" MINIMUM) REMOVE ORGANIC MATERIAL i" MIN. ABOVE EXISTING GRADE 1 1/2" PER 6' OF SLOPE 5 i /2' MINIMUM AT CROWN —GEOTEXTILE FABRIC WHERE REQUIRE!). EARTH 'NhRK ALB Aii LLECI _, —_�j,L VERIFY WITH CONSTRUCTION - -MPAON s S F T RAN i AR F MANAGER PRIOR TO BID AD CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING do GRU9BING 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 R €MOVED, THE EXPOSED SUBGRADE COMPACTED, GEOTEXTtLE FABRIC AS REQUIRED FOR UNSTABLE SOtt CONDITION. © ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 957 COMPACTION AT A MAXIMUM CRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS OR MINUS 37 OF OPTIMUM MOISTURE CONTENT. j z TYPICAL ACCESS ROAD CROSS SECTION 11 ti NOT TO SCALE teae & F 213 S JEFF ROANOIZ veriest wireless 1831 RADY COURT, RICHMOND, VA 23222 e'LTH of w� (IART P. PATTERSQN_ 8 Lic. No. ///41047 a Or7� � NHS --tONA� ti G 4YE rang WHITE HALL RAWLAND MONO POLE 4665 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY +ol`xlm i+ /f9JnJ —._ R13T N+JfE CML DUALS sr�TNO, C -4 BARB WIRE OUTRIGGER ARM 1-1/2 PAIR IHDUSTRAI ANGLE WWARO (TYP.). MALLEQUE IRON OFFSET PIN GATE FRAME: 1 1/2' PIPE, PER TOP RAIL (TYP.) BARB HINGE (PAGE- WILSGN M -6 OR ASTM- 1`1083, WIRE (TYR.) EOW) BRACE FAIL (ENOS ONLY) UNE POSTS (TYP.) PQST T� 4,_5" CHM LINK FABRIC (TYP. r END OR CORNEGATE 4� i i/2' LOCKING DEVICE (O.F.C.L) 8' -D" 8'-O" ( GATE POST 0 FOR GATE waTHS ua THEIR GATE S p T 4. -O, 7 FEET OR 14 FEET L FOR DOUBi.E SWMG GATE, PER ASTM- 1`1083. MN TENSION BANG: FINISH GRADE (TYP.) 1-1/2 PAIR INDUSTRW. 3' 4" TENSION WERE MALLEML£ VRON OFFSET PIN HINGE (PAGE-WO M -6 OR .'. MAXIMUM POST SPACING CROWNED FOOTING TOP (TYP.} EQUAL) 2" 12" 19' -9' ON CENTER CONCRETE FOOTING (TYP,} NEW FENCE POST CONCRETE FOOTINGS (TYP.) GATE POST: CONCRETE FOUNDATION (2000 PSI) SECTION — COMPOUND AREA 3 CHAIN LINK FENCE DETAIL NOT TO SCALE C -< NOT 10 SCALE N0.57 COARSE AGGREGATE (3" MINIMUM) REMOVE ORGANIC MATERIAL i" MIN. ABOVE EXISTING GRADE 1 1/2" PER 6' OF SLOPE 5 i /2' MINIMUM AT CROWN —GEOTEXTILE FABRIC WHERE REQUIRE!). EARTH 'NhRK ALB Aii LLECI _, —_�j,L VERIFY WITH CONSTRUCTION - -MPAON s S F T RAN i AR F MANAGER PRIOR TO BID AD CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING do GRU9BING 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 R €MOVED, THE EXPOSED SUBGRADE COMPACTED, GEOTEXTtLE FABRIC AS REQUIRED FOR UNSTABLE SOtt CONDITION. © ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 957 COMPACTION AT A MAXIMUM CRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS OR MINUS 37 OF OPTIMUM MOISTURE CONTENT. j z TYPICAL ACCESS ROAD CROSS SECTION 11 ti NOT TO SCALE teae & F 213 S JEFF ROANOIZ veriest wireless 1831 RADY COURT, RICHMOND, VA 23222 e'LTH of w� (IART P. PATTERSQN_ 8 Lic. No. ///41047 a Or7� � NHS --tONA� ti G 4YE rang WHITE HALL RAWLAND MONO POLE 4665 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY +ol`xlm i+ /f9JnJ —._ R13T N+JfE CML DUALS sr�TNO, C -4 3'-S ELEVATION C 9,-5 3/8" --------------- ------------ ----------------------------- r2 7 WR EMT STANDOFF STRAP GEN VENT ,,P i� ELEVATION B 13'-4' MAX 5'—g 7/8' --------------------- Ad --- --- — no ELEVATION A B 'TION D 30*-D NOTE: ELEVATION KEY PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REOUIREMENTS AND OPERATED BY MOTION SENSOR, SHELTER ELEVATIONS NOT TO SCALE SHELTER NOTES - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - -___----- SCROLL FAN EXHAT 11I -p �.�- ___- ______ - -_� ' —� CL80W W/SNAP IN SCRN STANDARD LOCATION/ SHIP LOOSE 30 PSF SNOW LOAD OW LOAfd GROUND SNOW Pp 0 PSF FLAT ROOF SNOW LOAD, 1 4 PSF "WALL THJCKNE5S -0 SNOW LOAD IMPORTANCE FACTOR, I THERMAL FACTOR, Q i.0 }.0 WIND LOAD ELEVATION C 9,-5 3/8" --------------- ------------ ----------------------------- r2 7 WR EMT STANDOFF STRAP GEN VENT ,,P i� ELEVATION B 13'-4' MAX 5'—g 7/8' --------------------- Ad --- --- — no ELEVATION A B 'TION D 30*-D NOTE: ELEVATION KEY PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REOUIREMENTS AND OPERATED BY MOTION SENSOR, SHELTER ELEVATIONS NOT TO SCALE SHELTER NOTES 1. DESIGN CRITERIA: F1 LIVE LOAD 150 PSF ROOF LIVE LOAD 30 PSF SNOW LOAD OW LOAfd GROUND SNOW Pp 0 PSF FLAT ROOF SNOW LOAD, 1 4 PSF SNOW EXPOSURE FACTOR, -0 SNOW LOAD IMPORTANCE FACTOR, I THERMAL FACTOR, Q i.0 }.0 WIND LOAD BASIC WIND SPEED, V go MPH WIND IMPORTANCE FACTOR, I t.0 BUILDING CATEGORY I WIND EXPOSURE CATEGORY C kNTFRNAL PRESSURE COEFFICIENT ko.'a SEISMIC LOAD SEISMIC USE GROUP I SPECTRAL RESPONSE COEFFICIENTS 41 028 4, Q SITE CLASS D SEISMIC BASE SHEAR, V 0,074 W BASIC SEISMIC- FORCE - RESISTING SYSTEM BEARING WAU ORDINARY REINFORCED CONCRETE SHEAR WALLS ANALYSIS PROCEDURE EQUIVALENT IFRAI FORCE RCE 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP S-2, TYPE B CONSTRUCTION PER THE VIRGINIA UNIFORM , TATEWIO- BUILDING FODE. EFFECTIVE NOVEMBER 16. 2DO5, 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, rchitecture & Engineerinj 2t3&jEgswNmwEr SUITE to:: ROANO)oLVAGINIAM 'm.0" wsso -Iunl verizw wireless 1331 RADY COURT RICHMOND, VA 23222 ��03H op Ysl�U�AR;TP2 SPATTEZRANS Lic. No. 41047 > X-ls/0NAk, ECG WHITE HALL 4605 GARTH ROAD CROZET, VA 22932 ALBEMARLE COUNTY SHELTER ELEVATIONS FAAH