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HomeMy WebLinkAboutSDP200700158 Legacy Document 2008-02-27 (4)x verinn.. wireless SITE DIRECTIONS FROM RICHMOND: TAKE 1-64,1-95 AT EXIT 79, TAKE RAMP RIGHT ONTO f-64 AT EAT I IBA, TAKE RAW RIGHT ONTO us-29 TURN LEFT SOUTR-EkSt ON-10 MURRIBS LN TURN RIGHT ONTO LOCAL DRIVE &Y ARRIVE AT IfESr PROPERTY POWER co CENTRAL VAGRM ELECTRIC COOPERATIVE (CVEC): CONTACT Custma SEIMCE TELEPHONE. 1-8W-367-2EE32 TELEPHONE COMPANY CONTACT: CUSTOMER SERVICE TELEPHONE- 1-8M-786-6272 COVESVILLE VEST PROPERTY 5471 MURRAYS LANE CHARLOTTESVILLE, VA 22931 PROJEU DESCMMON: INSTALLATION OF 1071 .G.L. MONOPOLE TOWER, COMPOUND AND OPERATION OF AILITRIJV& 00 QI%P-. FUT verim wireless 1531 RACY COURT RICHMOND, VA 23222 Lic. No. Wfirm: COVESMLLE MVVLAND MONOPOLE 5471 MURRVS LANE CHARLOTrESMI LEE, A 22931 AL BEMARLE COUNTY ova py ITIE SHEET I T- I I 2 WORKING DAYS 19:�k . YOU DIG I 800-552-70DI --- APPROVAL--1 TOLL FREE MESS u7A71Y REV: NO, BESCREF" BY WE REV. NO. DESCRIPTION BY DATE PREL~ ZONING DRAWINGS SHP 10119107 Rensm www ZONING DRAWINGS SPP 10/24107 TIER IT PWSF SUBMITTAL Spp 11109107 REVISED TIER ff FWSF SUBMITTAL Spp 1111118 CONSUMNIG TEAM ffOJECT SUMMARY SHEET INDEX A9aM12LM&2&ffLRM M192RMATiON' —PR2q—RrL-Omm =22na CLARK NDCSEN Caklml-LE VEST, CARL L T-I TITLE SHEET 5510 CHEROKEE AVE, SUITE 110 5471 MURRAYS LANE VIET 5TH STREET ALEXANDRIA, VA 22312 STUART P. PATTERSON, PE CRARLOTTESALUE, MA WAYNESBORO VX 22180 22931 T-2 LEGEND AND ABBREVIATIONS PRWECT MANAGER. TELEPHONE.' (703) 250' -3344 C-I MT.Y AND SITE PLAN FAX NUMBER: (704) 256-6622 C-IA ENLARGED SITE SURVEY 10a, �� C-18 AREA MAP CAUSEWAY CONSULTANTS. P,C. VERIZON WIRELESS 1005 S. BATTLEFIELD BLVD. 1831 RADY COURT C-2 ENLARGED SITE PLAN CHESWEAKE , VA 23322 RICHMOND, VA 23222 VNCENT CRUTE C-2A GRADING PLAN CONTACT: EME R. WHITE CONTACT: (804) E43-7580 TELEPHONE: (757) 482-0474 p FAX NUMBER: TELEPHONE: (804) 321-0398 C-28 EROSION & SEDIMENT CONTROL (757) 482-9870 FAX NUMBER: DETAILS & SPECIFICATIONS IM--�N �' NONE PRO.I£CT DTI. C-3 ELCVNIRLIN VIEW RA, EC C , olk. DETAILS C IG" O ALBEMARLE COU Y CLARK ND$EN M431TERAL DISTRICT L SAMUEL MILLER A-) SHELTER ELEVATIONS 6160 KEWS&LE CR, SUITE -2004 TAX MAP I 109COOW004-X NORFOLK, VA 23502 CONTACT, WILULAM R. MELWRI), PE SITE TIK 90 AND I (757) 4B, El" TOWER TYPE MONOPOLE TOWER HEIGHT 10 A.CL FAX NUMBER (757) 455 -5638 LEASE AREA 0.50 AREA OF LAN DISTURBANCE 2,020 SO. F'- LEQ:E�ICAL ENIUNEEiN GER (2C) GE4GRAPHt,; CGJRb1N *T£S� 2712 SOUTHERN BLVD. LATITUDE: 37 54: 20.68 N � VA BEACH, VIRGINIA 252AS CRAWLE, CONTACT: CH LONGITUDE: 7& 41 17:91: W TELEPHONE. (757) —12M � GROUND ELEV , alu* FAX NUMBER (757) 463-3080 AaLj�Qmpl FACILRY IS UNMANNED ANO NOT FOR HUMAN HABITAMN, ado- "T' SITE WILL NOT BE SEWED BY COUNTY SEWER OR WATER, verim wireless 1531 RACY COURT RICHMOND, VA 23222 Lic. No. Wfirm: COVESMLLE MVVLAND MONOPOLE 5471 MURRVS LANE CHARLOTrESMI LEE, A 22931 AL BEMARLE COUNTY ova py ITIE SHEET I T- I I IP. 2P, & 3P A/C AW AFF AGL APPROX ASTM AWG A OR AMP RLOG SLK OUR ,I DO S CO C co CKT OLD CLR CORC CONST COAT cFC1 D2 DSL CIA o DAD DIM ON DETi DETL W., TWO POLE. & THREE POLES ING FLOW LEVEL JETY MR TESTING AND MATERALS AS NOTED m tl FURNISHED CONTRACTOR WSTALLED AL METALLIC TUBING 0HOUTT .ENT ED STEEL CONOUT A. ID9TIONING, SYSTEM *ALL BOARD 0 v4m AL VENTILATION ANO AIR CONDITIONING IN INCH INFO INFORMATION INS INSULATION SZT94CX LINE KW W LO votes LEASE AREA LC GN MAX MAXIMUM POWER POLE MECH MECHANICAL TELEPHONE/FIDEROM PEDESTAL MA. METAL VIER MANUFACTtTRfR 143 SPOT ELEVATION VCR MANAGER ASPHALT WIN MINIMUM MISC MISCELLANEOUS GRAVEL MPH MILES PER HOUR TREELINE MTO MOUNTED RIASON T -2 4EFERENC' NOTE REFERENCE G1, RE, REFERENCE OFTXL REFERENT KUT N NA WC NTS OF OCR OR OPNO OPP 00HP OHT Oz PC 1 1 PWD PR PROD PROP PSI PST PT PVC RAO RECEPT RM REO'D Ro S SON SHT, Sim SPEC so SS STL STRUCT SUSP HAD THRU TM TWO TOO: L" TYP US VEST VIE Vf W W/o W WP XFRM ABBREVIATIONS & SYMBOLS LIST CONTRACTOR NSTALLED fE/OVER)" POWER POLYVINYL JOINT FILLED PLYWOOD RAR MIECT PROPERTY PER SOUARE INCH PER SQUARE FOOT PRESSURE TREATED SCHEOULE 40 PLASTIC CONDUIT RADIATION RECEPTACLE REQUIRED ROOM SOUTH SWITCH SCHEDULE SHEEt SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STRUCTURAL D D SUSPENDE THRtkDE THROUGH TAX MAP TINNED TOP OF CONCRETE UNLESS OTHERWISE NOTED UNDERGROUND VERTICAL VERIFY IN FELD VIN't TILE WITH WEST WITHOUT WATTS WEATHERPROOF TRANSFORMER ANGLE AND CENTER LINE PROPERTY UN-1 PLAT, AT NUMBER NORTH ARROW NORTH ARROW WITH MAGNETIC DECLINATION EXISTIN hEff CONCRETE PROPERTY M SZT94CX LINE LEASE AREA EASEMENT BUWNG (FOOTPRINT) POWER POLE TELEPHONE/FIDEROM PEDESTAL OVERHEAD ELECTRIC CoNtOURS 143 SPOT ELEVATION ASPHALT PENCE TEMPORARY SENCHYARK GRAVEL TREELINE TREE verim wireless 1531 RADY COURT IHCHVOI,K). VA 23222 -H op 0 STUART P. PATIEPS(7I S Lic. Nc 41047 o" /ONAL COVESMLLE RAWLAND MONOPOLE 5471 MURRAYS LANE CFIARIO`TrESVILLE, VA 22931 ALBEMARLE COUNTY LEGEND AND ABBREVIATIONS SBTND LEGEND t 275 N 1-7 y. fiat tt 10' I. •'- T.M.P. 109-436 .N, NELLIE VEST LIFE ESTATE C/O CHRISTOPHER L. VE 2.00 ACRES ZONED RA s-1 LAND USE: RESIDENTIAL WJ0GF-1 AREA T.M,P 109-4-' N/F VACLAV!CEK, M 3,00 GES ',HE ZONED RA BEARING LAND USE: RESIDE: T,M.P. 109-43D�- N/ F VEST, LINDA M. 2.16 ACRES ZCNEDRA LAND USE: RELSIDENTIAL Lot U 178.51 C8 .67 ­ A '87- •'- T.M.P. 109-436 .N, NELLIE VEST LIFE ESTATE C/O CHRISTOPHER L. VE 2.00 ACRES ZONED RA s-1 LAND USE: RESIDENTIAL WJ0GF-1 AREA DENSE MATURE LIW&B) ,AREA 14 Eks"Ac E; I J s L-tj 91 T.M,P. 109-43C", D e 194 PG. 416 PLAi 2,85 ACRES ZONED PA LAND U� RESIDENTIAL A) T.V_P. 109-4301 7 CA THERf A LEE 4 74 ZRE' ZONED RA I-AND USE: RESIDEN`iAL "6 ±226.7' 16.m RXR SPIKE LL V-81153' / I J. SURVEY NOTES L TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, VIRGINIA BEACH, VIRGINIA ON 9/04/07. METES AND BOUNDS WERE COMPILED FROM PLATS AND/OR DEEDS OF RECORD. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771-00617 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 8/30/07. 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 OR DAMAGE, 5. THIS SITE APPEARS TO BE LOCATED IN THE FARM. ZONE -X- AS SHOWN ON COMMUNITY PANEL NUMBER 5100060400D EFFECTIVE DATE 2/04/05. 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH. MAGNETIC DECLINATION IS COMPUTED MO NOT OBSERVED. 6. NO WETLAND AREAS HAVE BEEN DELINEATED, 9, ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON -HIS SURVEY IS FROM SURFACE EVIDENCE, 101. THE TEMPORARY BENCHMARK J1 IS A RXR SPIKE IN 24- POPLAR ELEVATION - 814 .53' t1, 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 Wl: HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20'1 VERTICALLY. THE HORIZONTAL DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (MAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AND SECONDS, THE VERTICAL DATUM (ELEVA E NTIONS) EAREST TI ARE IN 14TH TERMS A AS DEFINED BELOW AND ARE DETERMINED TO TH OF FOCYT PROPOSED 107* A,GL. MONOPOLE TOWER HAD t983 LATITUDE: 37' 54' 20.68" N LONGITUDE: 78' 41' 17.W W NANO 88 ELEVATION: 810.5' 109-4A j. JET RIBERT E- �0.20 ACRES ZONED RA LAND USE RES:DFUNMAL THOS '01 LOCATED .EN' IDU OE=T ADJACENT � '0EASEMENT. Lr- III A IOU IT 041 -IT N L CONSERVATOON 7 THIS SITE IS NOT LOCATED XCHN ANY AREA DESIGNATED AS AN AGTUCULTURAL LOR FORESTAL DISTRCT. IN CONSTRUCTION NOTES 1( 70' X 50 ' LEASE AREA 2] NOY 10' IVOE ACCESS/UTILITY EASEMENT (MR EXIS]ING DRIVE EWAY). TO SURVEY AND SITE PLAN .1 11 1: PLOT 1: V40' C Q' T: I I X " Pt OT 1 I I I-vert" wireless 14331 MY COURT FITC-HMOND �VA 23222 NAT H op STUART R A T RS�O Li" , "/_ . 410, �/lf :�& lo NAL A COVBMLLE 5471 MURMYS ME CRARLOTrEMLLE, VA 22931 ALMIARLE COUNTY SURVEY AND Siff PLAN LINE TABLE CURVE TABLE ',HE LENGM BEARING CURVE LENGTH RADIUS Lot U 178.51 C8 .67 ­ A '87- Li9 }4.24 534 N8 V o9w 1216 45 }t Lxa !25 17.0 343 Sf LEASE AREA U-NE TMILE LINE LENGTH BEARING SR DENSE MATURE LIW&B) ,AREA 14 Eks"Ac E; I J s L-tj 91 T.M,P. 109-43C", D e 194 PG. 416 PLAi 2,85 ACRES ZONED PA LAND U� RESIDENTIAL A) T.V_P. 109-4301 7 CA THERf A LEE 4 74 ZRE' ZONED RA I-AND USE: RESIDEN`iAL "6 ±226.7' 16.m RXR SPIKE LL V-81153' / I J. SURVEY NOTES L TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, VIRGINIA BEACH, VIRGINIA ON 9/04/07. METES AND BOUNDS WERE COMPILED FROM PLATS AND/OR DEEDS OF RECORD. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771-00617 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 8/30/07. 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 OR DAMAGE, 5. THIS SITE APPEARS TO BE LOCATED IN THE FARM. ZONE -X- AS SHOWN ON COMMUNITY PANEL NUMBER 5100060400D EFFECTIVE DATE 2/04/05. 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH. MAGNETIC DECLINATION IS COMPUTED MO NOT OBSERVED. 6. NO WETLAND AREAS HAVE BEEN DELINEATED, 9, ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON -HIS SURVEY IS FROM SURFACE EVIDENCE, 101. THE TEMPORARY BENCHMARK J1 IS A RXR SPIKE IN 24- POPLAR ELEVATION - 814 .53' t1, 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 Wl: HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20'1 VERTICALLY. THE HORIZONTAL DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN DATUM OF 1983 (MAD 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AND SECONDS, THE VERTICAL DATUM (ELEVA E NTIONS) EAREST TI ARE IN 14TH TERMS A AS DEFINED BELOW AND ARE DETERMINED TO TH OF FOCYT PROPOSED 107* A,GL. MONOPOLE TOWER HAD t983 LATITUDE: 37' 54' 20.68" N LONGITUDE: 78' 41' 17.W W NANO 88 ELEVATION: 810.5' 109-4A j. JET RIBERT E- �0.20 ACRES ZONED RA LAND USE RES:DFUNMAL THOS '01 LOCATED .EN' IDU OE=T ADJACENT � '0EASEMENT. Lr- III A IOU IT 041 -IT N L CONSERVATOON 7 THIS SITE IS NOT LOCATED XCHN ANY AREA DESIGNATED AS AN AGTUCULTURAL LOR FORESTAL DISTRCT. IN CONSTRUCTION NOTES 1( 70' X 50 ' LEASE AREA 2] NOY 10' IVOE ACCESS/UTILITY EASEMENT (MR EXIS]ING DRIVE EWAY). TO SURVEY AND SITE PLAN .1 11 1: PLOT 1: V40' C Q' T: I I X " Pt OT 1 I I I-vert" wireless 14331 MY COURT FITC-HMOND �VA 23222 NAT H op STUART R A T RS�O Li" , "/_ . 410, �/lf :�& lo NAL A COVBMLLE 5471 MURMYS ME CRARLOTrEMLLE, VA 22931 ALMIARLE COUNTY SURVEY AND Siff PLAN ..20- 24' -lYA9 (392); EAP, OF E,7smG t. AREA CALCULATIONS EXISTING SF (AC) PROPOSED a-7--w NEW LY--= 9APERVfOUS 2,131 SF (0.04 AC) 2,020 SF (0.04 AC) 2,251 SF (0,05 AC) PERVIOUS. 122,014 SF (2.80 AC) It5L994 SF (2J5 AC) TOTAL AREA 124,145 SF (2,58 AC) PAt (m) PEAR (403) —12- Ak- (492) ',e w (102) 4 ,w' (396) rf -6 CATALPA 1561), -4- CATALPftS!O�C4,� 4 2 'ALPA Cl,,.AtPA PD, A RAMS FROM CENTER OF TOWER Faim (4&-) 5- XRA4? (486) —12' PaPLO (490) (4921 PC-7AR (5;0) �LAP 45;2) LEGEND TREES TO BE REMOVED -T- CONSTRUCTION NOTES NEW VERtZOX WIRELESS 1500 SP LEASE AREA NEW vEklON WIRELESS 917.5` AMSL MONOPOLE TOWER. SEE ELDATfCW MEW, SHEET C-1 2 ' GRAVEL ACCESS ROAD. ,3 NEW VERIZON MRMSS I SEE DETAIL 2, SHEET C-C NEW IERIZON WIRELESS 20' WE UPUTY AND INGRESS /EGRESS EASEMENT. SEE SHEET C-1 FOR MUNUATV4. 714E 20' POPLAR fS THE RE' L7DICE TREE AND Wl PROPOSED MONOPOLE IS WlrHA 23,3' OF !T'S ORPUN-t i COMPENSATION OF DAMAGED TREES. NOTE - SITE SvQl BE MANTAIII�Z.EO 1ANCE WITH I TREE CONSERVATION PLAN TO . BY A CERTflED ARBMST, AS REQUIRED BE SEC. 5.1.40(C)(4), I verimD Wrelem 1831 RADY COURT WIOHVOND. VA 23222 N H op YS-AART P. PAVIRS00 tic. No. t1047 > -.0 5SIONAL COVEWLI E: RAWLAND MONOPOLE 5471 MURRAYS LANE HARLOTTEWILLE, VA 22931 ALBEMARLE COUNTY ENIARGED SFE SURVEY 24 3MV PLOT I- W 0 11: X 36: PLOT 2V SURVEY FF1,14, x 17 PLOT C-IA Q ',e w (102) 4 ,w' (396) rf -6 CATALPA 1561), -4- CATALPftS!O�C4,� 4 2 'ALPA Cl,,.AtPA PD, A RAMS FROM CENTER OF TOWER Faim (4&-) 5- XRA4? (486) —12' PaPLO (490) (4921 PC-7AR (5;0) �LAP 45;2) LEGEND TREES TO BE REMOVED -T- CONSTRUCTION NOTES NEW VERtZOX WIRELESS 1500 SP LEASE AREA NEW vEklON WIRELESS 917.5` AMSL MONOPOLE TOWER. SEE ELDATfCW MEW, SHEET C-1 2 ' GRAVEL ACCESS ROAD. ,3 NEW VERIZON MRMSS I SEE DETAIL 2, SHEET C-C NEW IERIZON WIRELESS 20' WE UPUTY AND INGRESS /EGRESS EASEMENT. SEE SHEET C-1 FOR MUNUATV4. 714E 20' POPLAR fS THE RE' L7DICE TREE AND Wl PROPOSED MONOPOLE IS WlrHA 23,3' OF !T'S ORPUN-t i COMPENSATION OF DAMAGED TREES. NOTE - SITE SvQl BE MANTAIII�Z.EO 1ANCE WITH I TREE CONSERVATION PLAN TO . BY A CERTflED ARBMST, AS REQUIRED BE SEC. 5.1.40(C)(4), I verimD Wrelem 1831 RADY COURT WIOHVOND. VA 23222 N H op YS-AART P. PAVIRS00 tic. No. t1047 > -.0 5SIONAL COVEWLI E: RAWLAND MONOPOLE 5471 MURRAYS LANE HARLOTTEWILLE, VA 22931 ALBEMARLE COUNTY ENIARGED SFE SURVEY 24 3MV PLOT I- W 0 11: X 36: PLOT 2V SURVEY FF1,14, x 17 PLOT C-IA mo .100' 6co� AREA MAP �fflll� =;U01F 1, 0 - NOTES Architmr, & = 5510CHOOMAVENVESILM j OF TOWER N: 385340495 ALS(VZRAVAGNIA22 E: 11428584.15 FAXI . LATITUDE: 3T 54' 20-68' !LEGATION: ,fruM 787 41' 17.91' ELEVATION: 810.5± O 2000' RADIUS FROM r, OF TOWER verim wirele$s [:3] EXISTING DWELLING, TYP. 1831 MY COURT RrCkMOND. VA 23222 a r ...... 4' 'E N 5471 MURMYS LANE CHARLOTTESMLLE, VA 22931 ALBEMARLE COUNTY ml KIM Few I SITE NOTES • twaij 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHAti ASSUME THE RESPONSIBILITY OF LOCATING ANY AmUtecture & Engimoin UNOERG,RODNO UTILITIES (PUBLIC OR PREDATE) THAT MAY EXIST. AND CROSS THROUGH THE AREA OF 0 CONSTRUCTION THAT ARE NOT SMR ON THESE KANS. BEFORE YOU WO CALL "MISS.UTUr At 55[OCI#ROKffnYE3JiJESU(iE t 1 l MELD STAKE 1 -804- 552 -7461, THE CONTRACTOR SHEDS BE FOR REPAIRING, AT HIS EXPENSE, ANY ALVW4DRKVWZIN n3I2 p EXI5OND Uik38E5 THE M40 CONSTRUCTION. i �WWaw N 2, ALL EROSION AND SEDIMENT CONTROL DEVICES SHAD. BE INSTALLED 94 ACCORDANCE WITH THE LATEST COASTt CT }MKAND EROSION AND SEDIMENT CONTRA. AT THE FIRST PHASE OF TEDCONSiCtUCTtONN7O {�CKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS IiDCATEO. T2 , t _/ 1 THE STOCKPILING OF EXCESS MATERAL ON SITE WELL NOT BE MILDRED. {f@C%j f, j,� FYfC$IBSS ` 4. ANY PERMANENT AREA DISTURBED E CONSTRUCTOR ANE T S SHALL BE SCHEDULE, E6 ?� -2 OED TO RESTORE A PERMMtENT'VEGETAtSE CWE'R. SEE PERMANENT SEEDAUG$CtiEDUtE, StiEETC�28. 1831 RACY COURT RICHMOND, VA 23222 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AIR) MEMMS OF CONSTRUCTION, Si`'M IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SALd BE PERFORMED in ACCORDANCE MtH OSHA \ B t REQUIREMENTS. H 6: THE CONTRACTOR 6 RESPONSIBLE FOR EYE LAYOUT AEI} CONSTRUCTION STAYING. LOCARDN OF MST04 STRUCTURES AND UTILITIES MUST BE CONFIRMED BY PIE CONTRACTOR. 7. ALL WORK SItiU.! BE ACKNEb IN ACCORDANCE YRiN All LOCAL, STkff, AND i£OERX CODES OR �pT p A.. r � ORiNIE5. �tt41 i P. r �. � i t LiC. No, 41047 = CONSTRUCTION NOTES Q 4 �* ` L�F. NEW T2' x 20' VERIZON WI;FLESS EWPPNENT SHELTER. �0, t SEE DETAIL t, SHEET A-1, \ NEW WIXOM WIRELESS 4' R -4! CONCRETE STOOP. SIONAI- rL- Ca 1 2- 20' POPLAR DOETHiO 3Q NEW t�9ZON VOKLESS. CONCRETE PIER FOUNDATION, atEraa:. 10 13 V a \ E TREE Q NEW VERIZON WIRELESS 9't ICE BRIDGE. -- COVE5ILLE SEE .L MONOPOLE TOWER, E VMZOR WIRELESS AflON NEW. SHEET C 3 'l NEW VERIZON W aESS NT' x 50' LEASE AREA PV'1YY4J'V D 4-4 t CIWNVMZON WWaM 2a WIDE 9 iE 5EN'ZIENL MONOPOLE ®NIEw YERr20N W➢iF. m ,2` WOE GRAVEL ACCESS .ROAD. t SEE DETAIL 2. SHEET C -4. 5471 MURRAY'S LANE t Cyr `t, 3 f - 9❑ NEW OMSr4t W M LIMITS. OF COMPOUND. e j SEE DETAIL ,, SHEET C -4. CHARLOTTESVILLE, VA NEW +rETHZON WIRELESS FENCED COWOLNO 22931 t SEE DETAIL 3, DETAIL SHEET C -4. ALBEMARLE COUNTY NEW VERIZON mRfEESS METER A DISCONNECT, fly NEW VERIZON SEE DETAIL 4,SSC GABON RETAiNftTG WAR:.. pAttW; WMSF�D. NEW 'JERiZON WIRELESS 6'X96' CONCRETE GENERATOR PAD_ SLIdhRi'f}33 '� p ✓ •/.'� o. !�y STt DBW'i%kt MT¢ SITE LIGHTING , „ k :nc a awsr r,A: .A,aron. Q 120V, MOTION CENSORED PHOTOCELL AND SIIELDEO SHELTER tiGttl. 1 J O PURPOSED ONLY. N4iYW IS FOR TEMPORARY MNNTENAMCE AND 5EC3Ritt PURPOSES QTLY. TREES 7HAATAERE TOTOIREAIAW. EN NOT TO DAMAGE EXISTING i AAS \ / r CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR 11v'1 COMPENSATION OF BE TREES. t � s �A�lu M♦ETNq_ H' X PLOT 6 5' t€NLARG ED SITE ALAN 11164 -IT', X 17 'LOT 10' O 'I C-2 �� `1`'.�. � � 4 � t `C- ti � L-- �N,�. -k'� r `1� �,.vx"� � >93 ", =}.l �".e •✓ 4 "y ,z ��•. . ,� t,.-- � , f CL EXISIM ' 110 v +`�� r �, '•�� `..� `rah, 9 ��:, T HOUSE jj ,�\ `oI t - i TO.C.' z 1 „,. _ f 8£4,25,1 d1 ” `)�', f s, jv�L 8 � al�rs3 �- / ;r L r� GRADING NOTES CONSTRUCTION NOTE5''y L f ; a ," _- ., 7 t i. ALL ELEVATIONS ARE F#RS4€p GRADE. i NEW VERiZON WIRELESS 12' WIDE GRAVEL f ACCESS ROAD. SEE DETAIL 2, SHEET C -4. L ; 2. ENSURE POSITIVE DRARMGE FROIJ SITE AT ALL TIMES t r �.A - . h, S PLACE G£OTEXT&E FlLTER UNDER COMPOUW AND r� ` f - - � v / �'"'A l,. f T o NEW VER120N WIRELESS 20' WERE L .�` A }a, GRAVEL ACCESS ROAD. USE TYPAR 3401 OR INGRESS/EGRESS EASEMENT, L - DWIALEW NREW TREE PROTECTION. 3 SEE OP TAIL 1, SHEET C -28. CRMCAL SLOPE CALCULATIONS EROSION CONTROL LEGEND TOTAL AREA OF THE SITE kN CRITICAL SLOPES = 1222 SO, F. N.£,? EX r it ' L�, l - ""` - _ '� f� /`� j }• y J ��t AREA of cRrrx SLOPES ON ACCESS Raw = 2e7 sa FT. � � j - � `'.` -� � VN t AREA OF EXISTING C+"CAL SLOPES IN THE TREE PROTECT" ` � r"� � ?� J� , � � - _A � " &'07t�� COMPOUND ARFA = 2.965 Sa, FL XxR.X)t' SPOT GRADE � - ,L` _- 3-_ t.--_� f Lam` ,•� � .? "' �', t 1 4 ; f r'� xzX x- cans CPotICN. -N GRADING PLAN SLOPE FOR 24 X 35' PLOT '0, f }' X 17' PIOF V erl ZW wit -den 1531 RACY COURT RICtQON3. VA 232222. SIUART F. PATIRsm Lic. tNo.. 41347 3' c o f J t j? O COVESV U E RAWLAND MONOPOLE 5471 MURRAY'S LANE C} 4\RLO'iTESALLE, VA 22431 ABEMARLE COUNTY 1 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 131 —C, NOTE THAT TABLE 3:39 -8 PRESENTS PLANTS WHLCH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDNIONS; TABLE 3.31 —C PRESENTS MORE IN —DEPTH INFORMATION ON THE PLANT MATERIALS. SEEDED PREPARATION TO CONTROL EROSION ON BASE SO4L. SURFACES PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEED BED PREPARAiDN IS ESSENTIAL. t. LIMING AN ELEVATION SHOULD BE CONDUCTED TO DETERMINE IF LIME tS 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 EROSION AND LIMING REQUIREMENT "QUICK REFERENCE FOR ALL REGIONS" FOR TEMPORARY SITES SStD AV29W£SUTTE fIO At.IXAiJE'1RN, 22312 REGOMMENOED APPLICATION TEST OF AGRICULTURAL LIMESTONE -pt! BELOW 4.2 3 TONS PER ACRE 4.2 TO 5.2 5.2 TO 6 2 TONS PER ACRE 1 TON PER ACRE SOURCE: VA. DSWC 2. FERTILIZER SHALL. BE APPLIED AS 600 LBS. /ACRE OF 10 -20 -10 (14 LOS. /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 4. SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUER SHALL BE MULCHED ACCORixNo 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 DURNG OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH. TABLE 3.31 —B EROSION AND ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" 1 SStD AV29W£SUTTE fIO At.IXAiJE'1RN, 22312 RATES PLANTING DATES PLANTING DATES (LBS. /ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF i ,. DRIP LINE ; ANNUAL RYEGRASS Z APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN LODUM MULTI- FLORUM t & CEREAL (WINTER) RYE 50 -100 SECALE CEREAL 4, WHEN USING SOME VARIETIES OF TUREGRASSES, THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCtA) RECOMMENDED TURFGRASS MIXTURES MAY ALSO BE USED IDENTIFY QUALIFY SEEND 0 PE VVARIETIES RECOMMENDED BY THE V10 ROWi TO COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY THE A5SOC14FOAL MIXTURES MAY BE DESIGNED FOR A SPECIFIC PHYStOGRAPHIC REGION OR BASED ON INTENDED. USE E, E, PERFORMANCE, ETC.StDERAFpN IS GIVEN TO PLANT CHARACTERISTICS, LIME AND FERTILIZER UME AND FERTIUZER NEEDS SHOULD BE DETERMINED BY SOIL. TESTS. SOIL TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 LODUM MULTI- FLORUM MAY T - AUG. 31 GERMAN MILLET 50 (SETARIA ITAUCA) B. PERMANENT SEEDING SPECIFICATIONS EROSION AND 1. ALL REFERENCES ARE MADE TO THE SEDIMENT CONTROL 1 SStD AV29W£SUTTE fIO At.IXAiJE'1RN, 22312 PLANT SELECTION T. SELECTION OF PLANT PLANTING S IS BIASED ON CLIMATE, WHICH PLANT SOILS. LAND USE, AND PLANTING SEASON. TO DETERMINE ARLES PLANT AND MATERIALS 132 -8 BEST ADAPTED TO A. SPECIFIC SITE, USE TABLES 3.32 -A RECOMMENDED 3,32 -8 WHICH DESCRIBE PLANT CHARACTERISTICS AND LIST RECOMMENDED YARt£tiE5. i ,. DRIP LINE ; WMY,(%JH Z APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN t 'A IA ARE GIVEN IN TABLES 3.32* 3,32 -0 AND 3.32 -E. THESE MIXTURES ARE DESIGNED FOR OENERAL. 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 LECUM£S), THEIR USAGE AND PICTORIAL REPRESENTAION CAN BE FOUND IN APP£NOx 3.32'a i j Ole w i �y, ., ,, ' 'o 1937 RACY COURT RICHMOND, VA 23222 4, WHEN USING SOME VARIETIES OF TUREGRASSES, THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCtA) RECOMMENDED TURFGRASS MIXTURES MAY ALSO BE USED IDENTIFY QUALIFY SEEND 0 PE VVARIETIES RECOMMENDED BY THE V10 ROWi TO COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY THE A5SOC14FOAL MIXTURES MAY BE DESIGNED FOR A SPECIFIC PHYStOGRAPHIC REGION OR BASED ON INTENDED. USE E, E, PERFORMANCE, ETC.StDERAFpN IS GIVEN TO PLANT CHARACTERISTICS, LIME AND FERTILIZER UME AND FERTIUZER NEEDS SHOULD BE DETERMINED BY SOIL. TESTS. SOIL TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL N2 X 2 STAKES AT 4' OC DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12' NOTE: TREE PROTECTION .FENCING SHALL BE PLACED DIRECTLY UNDER DRIPUNE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN TREE PROTECTION DETAIL (�} C -28 NOT TO $cAt£ T tf T� SF� P. 11C Lic, NO. 41047 > f © ����tONAL G TESTING LABORATORY AT VPI & SU, OR BY A REPUTABLE COMMERCIAL sllEtm: LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY IS AVAILiABLE FROM COUNTY EXTENSION AGENTS. REFERENCE APPENDIX 3.32 -d FOR LIMING APPLICATION (IN LDS) NEEDED TO CORRECT UNDESIRABLE PH FOR VARIOUS SOIL TYPES, '�y�ppL 4 L.�1�C:JYILL UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED. LIME # YiYYI./tiY1.J COASTAL MAIN: 2 TANS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE MONOPOLE (90 LBS, /TDOO SQ. FT.). PIEDMONT AND APPALACHIAN REGION: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LOS. /1000 SQ. FT.) 5471 MURRAYS LANE NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED. CHARLOTTESVILLE, VA. FERTILIZER MIXED IRA$$€$ AND LEGUMES: 7000 LBS. /ACRE 10 -20 -10 OR 22931 ALBEMARLE COU!'IM CLa3k J EQUIVALENT NUTRIENTS (23L65./7000 $Q. FT:). LEGUMES STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 (23 L65./1000 SO. NK+vi Ier FT,) IS PREFERRED. HOWEVER, 1000 LBS. /ACRE OF 10 -20 -10 OR EQUIVALENT MAY BE USED. CalttNO. GRASS STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 OR EQUIVALENT NUTRIENTS (23LErS. /tOOO SO. FT.), SUBMITTALS yYH oUCnx,IlGra MTE 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 A xo>a�cOncs +N +NOT UiE�i O aws� sveuma. srfia 1 PLANT NUTRIENTS. mx a arsr roman rfrsjm MULC141NG ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, REFER TO MULCHING, STD. & SPEC. 3.35. NOTE: EROSION AND 1. ALL REFERENCES ARE MADE TO THE SEDIMENT CONTROL STANDARDS AND SPECIFICATION OF THE 1992 DETAILS VIRGINIA EROSION AND CONTROL HANDBOOK, SPECIFICATIONS i NOTES 1, Mr-AIL RUSH-MOUNT DESIGN USM COLLAR BRACKET ANO PIPE MOUNT& 2. FINAL WOUWNNG DESIGN MAY VARY RIGHTur DEPENDING ON AVAILABILITY AND SPFXIM MANUFACTURER: S. PROPOSED ANTENNAS ANPHENOL ANTEL MODEL BU-18M f 12 DWENSIONS - 7122114) X 6.06'(W) X 4.13•(0) ENLARGED 11L-V NOT VIEW TO SCALE I NOTES 1, NO COMMERCIAL ADARTISING NIATMAL WILL BE USED IN CONJUNMOK WITH THE NEW TOWER 2 REMLESS OF THE LUMENS EMITTED, E404 OUTDOOR LUmmRE SHALL BE FULLY ERMD AS REQUIRED BY SECTION 4.17 BY ZONING SUPPLEMENT 130, 10-13-04. 3. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED SHERWIN WILLMIS MATTE 'JAVA BROAAI* 16M. 4. RASE OF TOWER NOT TO EXCEED 30' DIAMETER AND TOP NOT TO EXCEED 18' DMETER. 5. NEW SHELTER TO HAVE AN AGGREGATE FINISH. S. ALL VSRT,-& COAXIAL CAMS WILL BE RUN WADE OF THE MONOPOLE. 7. UIRITNINIG ROD WP L NOT EXCEED 2* ABM THE TOWER AND WILL BE I* OLWETER "WiN M1ZlZ5'±7:A6G,- - - - 8* w Try �' TOWER �pl --- ELWION - (104 1 ±1 A,G.L - - - - - -- -- - -- - - - - - - - - - - - - - - - - - - - - - - - _908 �O_2f` CANOPY� A ELEVATION = (` -O'±) AWSL �-F NEW VERIZON WMESS LITT, AG.L MONOPOLE HMIT INCLUDES PBX GROUND FOUNDATION AND BOLT HEIGHTS. SEE DETAIL Z THIS SHEET. V\n wig N _`� 0muom REFERENCE iitEf IDENTIFIED AS 211 POPLAR AmSL, 885 ! kO.L verim wireless .1831. RACY COURT RICHMOND, VA 23222 STUART R PATTERSON Lic. No. 41047 %lL--;0NAl- COVESMLLE RAVVIMD MONOPOLE 5471 MURPAYS ME BE I C-3 I NEW VERIZON WRELESS -"-EXSTWG CA" RETAINING WALL GROUND ELLVADION M. It ZUN wft S F TO RETAINING WALL 12'�W EQUIPMENT SHELTER ELEVALDON AVSL BEGINIONO OF -POLE E A/ E-EVAPON NOTE: RDE �-,- 1i 0 F" I --E IiNF- 10' MAX J 1_NS110 1.11 EYTOWER Ml-L 111r, ��-EVATION �TC� TD'i Al� verim wireless .1831. RACY COURT RICHMOND, VA 23222 STUART R PATTERSON Lic. No. 41047 %lL--;0NAl- COVESMLLE RAVVIMD MONOPOLE 5471 MURPAYS ME BE I C-3 I MORSE AGGREGATE LAYER OF MW W570 DIM EXTEND 2' BEYOND TOE REGALE SLOPE, ALL AROUND (2) SECTION - COMPOUND AREAZLIMITS OF SURFACE GRADING 11L4 NOT TO SCALE .TE x tMAC&C GP ROCK. k cwlw— . NRES U:.�I`A INTERNAL TIE WIRE ISOMETRIC TYPICAL Q6BQN. STRUCTURE ISOMETU Enos GABION BASKET ISOMETRIC LOP EPGt cROrrt GAS ION DEVELOPMENT NOTES- FMENRK56 COMPOUND FENCE DETAIL 1 4 5 7 LACING WIRE DFTkit NO,57 COARSE AGGREGATE (3- MINIMUM) I° MIN. ABOVE REMOVE ORGANIC MATERIAL EXISTING GRADI EXISTING I I/V PER E' SLOPE 1 1/2- PER 6- OF SLOPE C [ 5 1&2� MINI MUM IT WN vet fzw wireless 1831 RACY COURT RICHMOND, VA 24222 op S ART PA Lic. No, 41047 P' '0" C✓VESALLE PAWLAND MONOPOLE 5471 MURRAYS ME OiARLOTTESVILLE, VA 22931 ALBEMARLE COUNTY —GEOTEXTILE FABRIC WHERE REQUIRED* V_ EARTH WORK SU GRACE OMPACTION & SELECT GRANULAR F11 L 'MPY WITH CONSTRUCTION MANAGER PRIOR TO BID 514,1TNAHE (2) CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS, THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECICAL REPORT NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & M CML T FOUN GAT ION WORK. AS A MINIMUM THE TOP 3* OF GRADE SHALL BE REMOVED. D THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REOUIRFD FOR ETALS 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 ON WITHIN PLUS DR MINUS 3% OF OPTIMUM MOISTURE CONTENT. GABION RETAINING WALL DETAIL r7-'\TYPICAL ACCESS ROAD CROSS SECTION ��4 NOT TO SCALE `I,�4 NOT TO SCALE I 0' / /+ \r NOT TO SCALE REFERENCE R. END OR LI NE POST X 4* TREATED LUMBER 2- FINISH OR AS DETERMINED BY CONSTRUCTION 7. :.8.4* CORNER. LEffjmL-LfQ= INSTALL FENCING PER ASTM F-567 S -: 8.4* SPA LINE 0- q O t MDETERMINED FOR POSTS 5 T TOP RAIL & BRACE PA11-- 2' X 4' TREATED LUMBER MANAGER DURING 80 WALK e COMPACTED 96% BASE kATEpAAL OR AS DETEM04ED BY 2- INSTALL SWING GATES PER ASTM F- BUD I- (NOMINAL) X 6' - W DOG EARRED FENCE 8,I)ARDS, CEDAR PREFERRED. TREATED ACCEPTABLE CONSTRUCTION MANAGER DORM 810 WALK, 3. FINISH GRADE SHNIL BE UNIFORM AND LEVEL LOCAL ORDINANCE OF BARRED WIRE PERMIt REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 11 1 1/2' MAXWOM CUEARANCE FROM GRACE, DUCK BILL. OPEN GATE HOLM VERIFY LOCATION 6. IN FEW PRIOR TO "OT R NUTS, BUTGRAN4R �ASSH�ZED cNt INSTALLATION. TYPICk BOTH SIDES OF DATE. To 48MRN) FENCE BOARDS). S (SE'CLADD ODUGH OEtREXTILE FABRIC GATE HARONWIRE. MANUFACTURER NOT SPECIFIED AT THIS TIME POST: CONCRETE FOUNDATION (20D0 PSI) LACING WIRE DFTkit NO,57 COARSE AGGREGATE (3- MINIMUM) I° MIN. ABOVE REMOVE ORGANIC MATERIAL EXISTING GRADI EXISTING I I/V PER E' SLOPE 1 1/2- PER 6- OF SLOPE C [ 5 1&2� MINI MUM IT WN vet fzw wireless 1831 RACY COURT RICHMOND, VA 24222 op S ART PA Lic. No, 41047 P' '0" C✓VESALLE PAWLAND MONOPOLE 5471 MURRAYS ME OiARLOTTESVILLE, VA 22931 ALBEMARLE COUNTY —GEOTEXTILE FABRIC WHERE REQUIRED* V_ EARTH WORK SU GRACE OMPACTION & SELECT GRANULAR F11 L 'MPY WITH CONSTRUCTION MANAGER PRIOR TO BID 514,1TNAHE (2) CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS, THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECICAL REPORT NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & M CML T FOUN GAT ION WORK. AS A MINIMUM THE TOP 3* OF GRADE SHALL BE REMOVED. D THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REOUIRFD FOR ETALS 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 ON WITHIN PLUS DR MINUS 3% OF OPTIMUM MOISTURE CONTENT. GABION RETAINING WALL DETAIL r7-'\TYPICAL ACCESS ROAD CROSS SECTION ��4 NOT TO SCALE `I,�4 NOT TO SCALE I 0' / /+ \r FAW SHELTER NOTES Ir.._ - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - fr—, SCROLL FAN EXHAUSTjp - - - - - - - - - - - - - - - - - - - - - AL ELBOW W/SNAP IN SCREEN /ST.. 150 PST, ' LG-70s"AN G -"-N } SHIP 11 SE 5'-9 3/8- SNOW LOAD GROUND SNOW LOAD, P 20 PSF ROD f F SNOW O_6AEt P MT. 14 PSF O;j SERVICE ENTRY SNOW LOAD IMPORTANCE FACTOR, 1 ':0 ELE `ATf0N Q ILEYAJIDN 3 22'-0' MAX 13'-4' MAX BASIC WIND SPEED, V 90 MPH 20'-1 3/4- 1 BUILDING CATEGORY 5,-g '3/a- j }j - - - - - - - - - - - - - - - - - - - - - - ---------------- -- - ----- - - - - - -- ---- -- ill ±0.18 SEISMIC LOAD trim: "R 'T SPECTRAL RESPONSE COEFFICIENTS S 0.28 rl 0.11 I1 3/4-1 11 D ELEVATION A ELEVATION Q BASIC SEISMIC-FORCE-RESISTING SYSTEM BEARING WALL- 20'-0' 7/,3- ELEVATION KEY CONCRETE SHEAR NOTE: WALLS PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE EOUTVALEMT LATERAL WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. FORCE PROCEDURE PROPOSED ILLUMINATION IS. FOR TEMPORARY MAINTENANCE AND SECURITY PURPOSES ONLY, CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHELTER ELEVATIONS NOT TO SCALE IN COMPLIANCE FAW SHELTER NOTES 1. DESIGN CRITERIA: FLOOR LIVE LOAD 150 PST, 30 PSF SNOW LOAD GROUND SNOW LOAD, P 20 PSF ROD f F SNOW O_6AEt P MT. 14 PSF EXPOSURE FACTOR, C, 1.0 SNOW LOAD IMPORTANCE FACTOR, 1 ':0 THERMAL FACTOR, C, 10 WIND LOAD BASIC WIND SPEED, V 90 MPH WIND IMPORTANCE FACTOR, 1 110 BUILDING CATEGORY I WIND EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT ±0.18 SEISMIC LOAD SEISMIC USE GROUP I SPECTRAL RESPONSE COEFFICIENTS S 0.28 0.11 SITE CLASS D SEISMIC BASE SHEAR, V 0.074 W BASIC SEISMIC-FORCE-RESISTING SYSTEM BEARING WALL- ORDINARY REINFORCED CONCRETE SHEAR WALLS ANALYSIS PROCEDURE EOUTVALEMT LATERAL FORCE PROCEDURE 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP S-2, TYPE 118 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 SHELTER NOTES 1. DESIGN CRITERIA: FLOOR LIVE LOAD 150 PST, 30 PSF SNOW LOAD GROUND SNOW LOAD, P 20 PSF ROD f F SNOW O_6AEt P MT. 14 PSF EXPOSURE FACTOR, C, 1.0 SNOW LOAD IMPORTANCE FACTOR, 1 ':0 THERMAL FACTOR, C, 10 WIND LOAD BASIC WIND SPEED, V 90 MPH WIND IMPORTANCE FACTOR, 1 110 BUILDING CATEGORY I WIND EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT ±0.18 SEISMIC LOAD SEISMIC USE GROUP I SPECTRAL RESPONSE COEFFICIENTS S 0.28 0.11 SITE CLASS D SEISMIC BASE SHEAR, V 0.074 W BASIC SEISMIC-FORCE-RESISTING SYSTEM BEARING WALL- ORDINARY REINFORCED CONCRETE SHEAR WALLS ANALYSIS PROCEDURE EOUTVALEMT LATERAL FORCE PROCEDURE 2. THE SHELTER IS TO BE CLASSIFIED AS USE GROUP S-2, TYPE 118 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 lrl, 2005. ,L 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. 6. — VALE HAVE A DARK BROWN, AGGREGATE STONE FINISH. verim wireless 1831 RAD' COUNT RICHMOND, VA 23222 -d Lie. No. COVESMILLE WAMID MONOPOLE 5471 MURRAYS LANE Cl-�OTTESVILLE, VA n931 ALBEMARLE COUNTY SHELTER ELEVATIONS