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Home My WebLink AboutSDP200700079 Plan - Approved 2007-10-08000 veri n w ireless DIRECTIONS TO SITE FROM 1831 RADY COURT: TAKE 1 -64W. TAKE EXIT 129 RIGHT ON RAMP TOWARDSBOYD TAVERN. TURN LEFT ONTO BLACK CAT ROAD. TURN RIGHT ONTO US- 250. TURN LEFT ONTO MILTON ROAD. TURN LEFT ONTO SR -53 THOMAS JEFFERSON PARKWAY. FEAR RIGHT ONTO GOBBLERS RIDGE. E A LOCAL SCALE -1 - 2, 000 1 PROJEU DESCRIPTION: INSTALLATION OF 88' MONOPOLE, 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 APPROVAL MISS UTILITY ACQUISITION ANACER:SIGNATURE PHONE NUMBER DATE CONSTRUCTION MANAGER:SIGNATURE PHONE NUMBER DATE RE ENGINEERING:SIGNATURE PHONE NUMBER DATE NETWORK OPS MANAGER:SIGNATURE PHONE NUMBER DATE REV NO.DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE nom\PREUMINARY SITE PLAN DRAWINGS RWR 07/ 15/07 REVISED FINAL SITE PLAN DRAWINGS SPP 09 /26/ 07 FAX NUMBER: FINAL SITE PUN DRAWINGS RWR 07/ 25/07 CONTACT: ED WESTERMAN, PE REVISED FINAL SITE PUN DRAWINGS RWR 08/ 06/07 757) 455 -5638 3 REVISED FINAL SITE PUN DRAWINGS SPP 09/ 21/07 NIX WAY FORSBERG PROPERTY 2241 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 ARCHITECTURE NO ENGIINEERING: EDDIE T. WHITE, LS CLARK NEISEN 5510 CHEROKEE AVENUE, SUITE -110 ALEXANDRIA, VA 22312 f757 482 -9870 T MANAGER:PROJECT MPROJECT STUART P. PATTERSON, PE TELE PHONE:703) 256 -3344 FAX NUMBER:703) 256 -6622 SAY: CAUSEWAY CONSULTANTS, P. C. 1005 S. BATTLEFIELD BLVD. SUITE B CHESAPEAKE, VA 23322 CONTACT:EDDIE T. WHITE, LS TELEPHONE:757 482 -0474 FAX NUMBER: f757 482 -9870 SOL ENGHM. NONE APPLICANT INFORMATION: VERIZON WIRELESS STRUCTINK ENGINEERING: 1831 RADY COURT CLARK NEKSEN 6160 KEMPSVILLE CAL, SUITE -200A NORFOLK, VA 23502 CONTACT: TELEPHONE: CONTACT: ED WESTERMAN, PE TELEPHONE:757) 455 -5800 FAX NLNIBER: TLITIES: 757) 455 -5638 POWER COMPANY: DOMINION VIRGINIA POWER CONTACT:CUSTOMER SERVICE TELEPHONE:1 -888- 667 -3000 TELEPHONE COMPANY: VERIZON CONTACT: SITE TYPE CONTACT:CUSTOMER SERVICE TELEPHONE:1- 800 - 826- 2355 PPq ECT SUMMARY SITE INFORMATION: NIX WAY P@4PE6 OSCAR t HELEN L FORSBERG 2241 GOBBLERS RIDGE 2240 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 APPLICANT INFORMATION: VERIZON WIRELESS C -1 1831 RADY COURT C -1A RICHMOND, VA 23222 DAVID WADSWORTHCONTACT: TELEPHONE:543 -7580 FAX NUMBER:804) 321 -0398 PROJECT DATA ZONING RA, EC JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT SCOTTSVI LE PARCEL ID 092000000036EO SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 88' LEASE AREA 2500 SF AREA OF LAND DISTURBANCE 2, 513 SO FT. 1 GEOGRtI? HI COORDINATES: LATITUDE:3T 58' 47. 50' N LONGITUDE:78' 25' 19. 03' W GROUND ELEV (AMSL):440. 0' ADA COMPLIANICE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY COUNTY SEWER OR WATER. 5510 CHBkO 0 E AVe" SUITE 11 ALFXAPDPA VW 3M 2231 700. 2511041 FAX7M- "C vwfm wireless 1831 RADY COURT RICHMOND, VA 23222 Vvow, H L r J- 4 P, PATTET ' S? ARTic. No. 41047 Y 1 \ /ON A\- E 11199 NIX WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY Comm SHEET INDEX 2m DESCRIPTION T -1 TITLE SHEET T -2 LEGEND AND ABBREVIATIONS C -1 SURVEY AND SITE PLAN C -1A ENLARGED SITE SURVEY C -18 AREA MAP C -2 ENLARGED SITE PLAN C- 2A GRADING PLAN C -3 ELEVATION VIEW C -4 FENCE DETAILS AND NOTES C -5 CIVIL DETAILS C -6 OW DETAILS A -1 SHELTER ELEVATIONS Al SHEET TOTAL: 12 5510 CHBkO 0 E AVe" SUITE 11 ALFXAPDPA VW 3M 2231 700. 2511041 FAX7M- "C vwfm wireless 1831 RADY COURT RICHMOND, VA 23222 Vvow, H L rJ- 4 P, PATTET ' S? ART ic. No. 41047 Y 1 \ /ON A\- E 11199 NIX WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY Comm OMAm t y 16 raw*.ur rnDATa a,. DOME NIX IM am SL V4nALS 0601/ 11099 DATE SITE PLAN oWa 7/ 16/0: SrrE PLAN ORAWOM 7 / 25/0: SITE "6/ 06/0: 3 FINAL SITE PLAN 9/ 21/01 4 FINAL SITE PLAN 6/ 26/01A mFINAL Al W M** MU1I. 0 SHET 2YYf T- I iP, 2P, Nr 3P SINGLE POLE, TWO POLE, k THREE POLES NEUT NEUTR EXISTING \ ADJ AADDJUSTCOA ANC NA NOT APPLICABLE AFF AB FINISH FLOOR NIC NOT IN CONTRACT cave. D 7SS l0Ca)-* Fj0KEEAVENLXSUrTLID( ANDIIIIIAca n E, gueNOVE ACL ABOVE GROUND LEVEL NTS NOT TO SCALE APPROX APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED _ _ _ _ _ _ _ ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER PROPERTY LINE E 310 AWG AMERICAN W GAUGE OD OUTSIDE DIAMETER VNGIJI1122312 A OR NAP AMPERE OPOPENIN SETBACK LINE 7M-2W3344 FAX702564M BRAG BUILDING BLK BLOCK OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER MR BASE MOBILE RADIO 014P OVERHEAD POWER — — — LEASE AREA B/ S BUILDING STANDARD OHT OVERHEAD TELEPHONE CU COPPE OZ OUNCE CLEAN OUTCCONDUI AS NOTED PIN F PIN FOUND CB CIRCUIT CKT CIRCUIT BREAKER PINS; PIN SET BUILDING (FOOTPRINT) verb Wireless PJF POLYVINYL JOINT FILLER CLG CEILING PLYWD PLYWOOD 1831 RADY COURT C jR am PR PAIR P/ P DER POLE RICHMOND, VA 23222 CONC METE PROJ PROJECT CONST CONT CONTINU PROP PER SOUARE INCH LIP POLE I CONTRACT FU INFURNISHEDCONTRACTOR STALLED PSF PER SOUARE FOOT { PT PRESSURE TREATED TELEPHONE /FIBEROPTIC PEDESTAL H O08DEEDBOO l DBL DOUBLE PVC SCHEDULE 40 PLASTIC CONDUIT. LDikIDIAMETER DDIAG RECEPT RECERECEPTACLE 0E OVERHEAD ELECTRIC DIM DIMENSION REO' D REQUIRED ON T, DETL D o ROOM OPENING ,- ; . CONTOURS STUART P, PR RS J DWG DRAWING S SOUTH DEF DUAL ELEMENT FUSES SW SWITCH Lic. No. 41047 a E FIST SCH SCHEDULE EA EACH SHT SHEET 7 EL, ELEV ELEVATION SIM SIMILAR a` SPOT ELEVATION ELECT E SPEC SPECIFI CATION EO EQUAL so SQUARE EQUIP EQUIPMENT SS STAINLESS STEEL \ EW EACH WAY STL STEEL ASPHALT FSS /O N A - E G EXIST /EX EXISTING STRUCT STRUCTURAL EXT EXTERIOR SUSP SUSPENDED X X — —04 of 04 FENCE EMT ELECTRICAL METALLIC TUBING THRD THREADED AIENPD EC EMPTY CONDUIT THRU THROUGH FIN FINISH TM TAX MAP N WAY FLUOR FLUORESCENT TNND TINNED — — — TOP OF SLOPE pp // FLR FLOOR TOC TOP OF CONCRETE PAW LAND Ff FOOT TYP TYPICAL GRS GALVANIZED STEEL CONDUIT LION UNLESS OTHERWISE NOTED MONOPOLE G OR GRID GROUND UG UNDERGROUND TEMPORARY BENCHMARK GA GAUGE VVIFRT VERIFY IN FIELD hCALVGALVANIZE( D) GC GENERAL CONTRACTOR VT VINY TILE ::.. GRAVEL WITHGPSGLOBAL GWB GYPSUM WALL BOARD SYS W WOW WINDOW HARDVD HARDWOOD W WEST TREEUNE Z ONSNTALGTM W WEATHERPR 2241 GOBBLERS RIDGE HT HEIGHT XFRM TRANSFORMER (D TREE C_ O VA HVAC HEATI VENTILATION AND AIR CONDITIONING l IN D INSIDE INCH ° Y` ANGLE /4LBEMARI E COUNTY INFO INFORMATION & INS INSULATION omcrr wMt KW LB( S) KPOUND( Q CENTER LINE Ilpl N IMF LMAX L ONG R PROPERTY LANE PLATE rnDAM MECH ME04AMCAL O AT o0111t N0. MTL METAL SLAPNTTAILS MFR MANUFACTURER MGR MANAGER / NUMBER D6OrION DANE MIN MINIMUM a SrtE PLOW DWDS 7 /is /w MISC MISCELLANEOUS MPH MILES PER HOUR SnE PLAN DwMnwcs 7 /is /w mm MOUNTED : FNAL SrtE rw 8 /07 Fwu srtE vuur s12'/ 07 Fwt sm PLOW 9/26/07 1 REVISION t - ELEVATION IN - NORTH ARROW T -2 REFERENCE s rDwe a - NOTE REFERENCE 0 LEGEND t DETAIL 1 - SECTION - NORTH ARROW p / N D U,T -2 T_ 2 REFERENCE Q WITH MAGNETIC ADWRCrV' 1 DECLINATION DETAIL REFERENCE t T - tt wNO: T- 2 ABBREVIATIONS & SYMBOLS LIST LEGEND CONSTRUCTION NOTES F1 SEE ENLARGED SITE SURVEY FOR / CLARITY, SHEET C -IA. 2 NEW 20' WIDE ACCESS /UTIUTY EASEMENT. a T MARJORIE PENNINGTON 08 3" PG 507 0e2000000036A0 13. 17 ACRES ZONE RA DONALD D FORSBERG k LEAH EE H062244PG181 002 Z ACRES 20NE M o , INARKA2 DEBORAH E VOt7RHEE5 0e 2977 PG ,1e JEFFREY A & oe e G IS TERRY H RAGA ' I 2011E RA 06 3366 PG 675 ' 0e2000000036C0 I4eACRES ZONE TU I ALCIBIDES / r ERNEST IBID M L EAL - - 00 1501 PG 440 JEfTTiEY A ec Oe200 i9 / RRY H HAGA 09 1031 PC 371 Z ACRES ACRES ZONE RA 092 2. 0 ACRES E0 Z ACRES / ZONE RA OSCAR kE LEN L FORSBERG Do 1665 PG 724 00 ?000000036co 432 ACRES i I r _ 2240 N b 224, 177, 0' I I I V 14 B O ; L11 48. 95 EARLO S & S D 0e 3200 PG 1 0e2 2. 0 ACRES ACRES 00 00 7 ZONE RA THOMAS JEFFERSON PARKWAY (RT. 53) L ABLE LINE LENGTH BEARING LI 171.72 N63'37'S0'V L2 32.96 S5N65'30''V L3 40. 74 N65'30'55'V L4 149.82 N65'30'08'V L5 427. 04 N37 L6 254. 82 S52' 00' 09' E L7 76. 84 S52'00'09'E LB 31. 88 N53'01'58'E L9 66. 09 N41'32'30'E L10 70. 01 N46' 14' 47' E N52' 12' 39' E L12 133. 70 N72 L13 64. 10 N70'54'20'E L14 5. 31 N41 THIS SITE IS NOT LOCATED WITHIN OR ADJACENT TO A COUNTY DESIGNATED CONSERVATION EASEMENT. THIS SITE IS NOT LOCATED WITHIN ANY AREA DESIGNATED AS AN AGRICULTURAL OR FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE MIDDLE RIVANNA RIVER WATERSHED. THIS SITE IS NOT WITHIN AN AREA DESIGNATED AS A 100 YEAR FLOOD PLAIN. SS I O AVENUE SIXTE 110 ALDVV4DP^ YRGM 22312 7M-2W3744 FAX702564M 000 vie fm wireless 1831 RADY COURT RICHMOND, VA 23222 V ". OF G PI STUART P. PATTERSON Lic. Q No, 41047 Y FSS /ONAL E G ND( WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE C -IAR OTTESVILLE, VA 22902 ALBEMARLE COUNTY OOIk 110A cR4W Is F& A W. mm SM PUN OMBMINGS 1 7/ 25/07 i* 01 SITE P1AN OeG a /Oa/ 07 a Itewsm i1NAL Siff PUN 9/ 21/07I A. Imemm nwL SRE PlAli 9/ 26Po7 u s rNa: SURVEY AND SITE PLAN FOR 11" x 17" PLOT - I* - . loo 20 C- I GRADING NOTES 1. ALL ELEVATIONS ARE FINISHED GRADE. 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND GRAVEL ACCESS ROAD. USE TYPAR 3401 OR EOUVALENT. 15" CHESTNUT EXISTING DRIPLINE, TYP -, 44 _- 446- 0 --------- 445 0 - -"'-. t115 THOMAS JEFFERSON PARKWAY (RT. 53) EXISTING GRAVELROAD i i i EXTR T COHT TREE COWNT SPECIES CALIPER HEIGHT I AGL HEIGHT PIN OAK 16 482. 5' AMSL 41. 0' AGL RI arc w 51tr MIST n. H'J Nx PIN OAK 24 493. 2' AMSL 50. 0' AGL ED I 16 504. 0' AMSL 61. 0' AGL AK 12 489. 5' AMSL 50. 0' AGL T OAKF 12'189. 0' AMSL 50. 0' AGL T OAX 12 488. 7' AMSL 50. 0 AGL CHESTNUT OAK 15'487. 2' AMSL 50. 0' AGL AK 14•488. 0' AMSL 50. 0' AGL 12'488. 3' AMSL 50. 0' AGLJ12487. 2' AMSL 50. 0' AGL u'491. 1' AMSL 50. 0' AGL 12'488. 0' AMSLI 50. 0' AGL TOTAL TREES TO BE REMOVED: 1 NO TE. REFERENCE TREE IS IDENTIFIED ABOVE IN BOLt SURVEY NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P. C., CHESAPEAKE, VIRGINIA ON 6/ 29/07. METES AND BOUNDS WERE COMPILED FROM PLATS AND TAX MAP. NO BDUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P. C. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH /REPORT AND MAY NOT SHOW ANY /ALL EASEMENTS AND RESTRICTIONS OF RECORD THAT MAY EFFECT THE SUBJECT PROPERTY. 3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. 4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS AND DOES NOT NNPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM FLOODING OR DAMAGE. 5. THIS SITE APPEARS TO BE LOCATED IN THE F. I. R. M. ZONE 'X• AS SHOWN ON COMMUNITY PANEL NUMBER 51003C 0450 D EFFECTIVE DATE 2/ 4/05 (OUTSIDE OF THE 100 YEAR FLOOD PLAIN). 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS. P. C. 7. MERIDUW SOURCE FOR THIS SURVEY IS BASED UPON STATE GRID NORTH, (SOUTH ZONE). MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. B. NO WETLAND AREAS HAVE BEEN DELINEATED. 9, ALL PHYSIGIL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 10. THE TEMPORARY BENCHMARKS HUB AND TACK. BENCHMARK i1 ELEVATION = 435. 73'. BENCHMARK 12 ELEVATION - 443. 07'. 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 50' 1 (HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20' 1 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. NEW 88' MONOPOLE TOWER NAD 1983 LATLTUDE: 3T 58' 47. 50' N LONGITUDE: 78' 25' 19. 03' W NAVD 88 ELEVATION: 440. 0 CONSTRUCTION NOTES F NEW VERIZON WIRELESS 50' X 50' LEASE AREA F2 NEW VERIZON WIRELESS 20' X 50' WOOD FENCED GRAVEL COMPOUND. SEE ENLARGED SITE PLAN, SUET C -2. a NEW VERIZON WIRELESS 88' AGL MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C -3. 4 NEW VMON WIRELESS 12' GRAVEL ACCESS ROAD. SEE DETAIL 1, SHEET C -5. 5 NEW VERIZON WIRELESS 20' WIDE ACCESS /UPUIY EASEMENT. SEE SHEET C -1 FOR CONTINUATION. 6 MONOPOLE IS t 23. 1' FROM THE DRIPUNE OF THE 40' AMPLE. AREA CALCULATIONS EXISTING SF (AC) NEW SF (AC) IMPERVIOUS 0 SF (0. 0 AC) 2, 513 SF (0. 05 AC) PERVIOUS 209, 957 SF (4. 82 AC) 207, 444 SF (4. 77 AC) TOTAL AREA 209, 957 SF (4. 82 AC) rl 5510 QN9H1010M AVENUE sum 110 11LDW4DRK VIRGINIA 22312 7W2%3344 FAX703.256 -W2 vlerizw wireless 1831 RADY COURT RICHMOND, VA 23222 V H of Lf 0 RT R ATIRS Lic. No. 41047 a o E NIX WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CRARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY omx t I#^ cRft%%YM gnaw.IN^ IWDA' M 44- comma im. 2m SUIWIMALS eKyrr ON DATE xr gm uw Debs 7/ 16/ 0Z7/ 25/0 nw. L LIE PWN OeIG 6/ 06/0 FWNAL SITE PLAN 2/ 21/0 F6NL SITE PLAN 6/ 26/0 fHffT N0. ENLARGED SITE SURVEY FOR 24• X36• PLOT - 1 = 20• o to' zo' 40• FOR 11' X 17' PLOT - 1' = 40' C- IA c NOTES l CE OF TOWER N: 3880350. 04 E: 11505413. 61 LATITUDE: 37' 58' 47. 50" LONGITUDE: 78' 25' 19. 03" ELEVATION: 440. 0 F21 2000' RADIUS FROM CE OF TOWER 3 EXISTING DWELLING, TYP. 5510 CHEIROK E AVENUE SURE II A I DCM• DI K MPoGM 2231 7M- 2W3344 FAX 7M -25" C vierizw wireless 1831 RADY COURT RICHMOND, VA 23222 0 H of L r UART P. PATTERS c. No. 41047 a S / ONAL snW110- ND( WAY RAW4. AND MONOPOLE 61AA1 IML SIZE " D WWS 1 7/ 25/07 J nM nML Sn " 6/ 06/07 nML 9M KM DWG 9/ 21/07 k& MSM nML WE PLAN 9/ 26/07 A R 1 Y"7 AREA MAP FOR 24' X 36' PLOT - 1' • 300' 0 300' 600' l FOR 111' X 1r PLOT - 1' - 600 iII IMc - ig EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. SITE NOTES 1. 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- 800 -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 -6. 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 REOUIREMENTS. 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. DEMOLITION NOTES O EXISTING 14' PINE TREE TO BE REMOVED. CONSTRUCTION NOTES Ot NEW 11' X 30' VERIZON WIRELESS EQUIPMENT SHELTER. SEE DETAIL 1, SHEET A -1. F NEW VERIZON WIRELESS 20' X 50' WOOD FENCED GRAVEL COMPOUND. SEE DETAIL 1, SHEET C -4. NEW VERIZON WIRELESS 4' X 10' CONCRETE STOOP. E NEW VERIZON WIRELESS CONCRETE PIERS. R5 NEW 12' WINE VERIZON WIRELESS DOUBLE GATE. SEE DETAIL 1, SHEET C -4. 6 INSTALL NEW GRAVEL WITHIN LIMITS OF COMPOUND. SEE DETAIL 1, SHEET C -5. 0---- - - - - -- SF ,,4g 24' PIN' YAI( ENLARGED SITE PLAN FOR 24' X 36' PLOT - I' . 5' 0 5' 10' FO 11' X 17' P L O T - 1' . 1 0' GRADING NOTES 1. ALL ELEVATIONS ARE FINISHED GRADE. 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND GRAVEL ACCESS ROAD. USE TYPAR 3401 OR EOLNALENT. 7 NEW VERIZON WIRELESS ICE BRIDGE. E8 NEW VERIZON WIRELESS 88' MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C -3. F9 NEW VERIZON WIRELESS 12' GRAVEL ACCESS ROAD. SEE DETAIL 2, SHEET C -5. FE NEW VERIZON WIRELESS 20' WIDE INGRESS /EGRESS EASEMENT. SEE SHEET C -1 FOR CONTINUATION. 11 NEW VERIZON WIRELESS METER AND DISCONNECT. 12 NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS. SEE ELEVATION VIEW, SHEET C -3. 13 NEW VERIZON WIRELESS 50' X 50' SF LEASE AREA SITE LIGHTING Ot 120V, MOTION CENSORED PHOTOCELL AND SHIELDED SHELTER LIGHT. rl 5510 CHEROKEE AVENUE SURE 110 AL04ANDP A MINGINIA22312 7M2% -3W FAX7G3.256i622 vlerim wireless 1831 RADY COURT RICHMOND, VA 23222 H °F y r T P. TTERS Lic, No. 41047 Y FSS /ON A L s pm_- NIX WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY C PRELUMARY SITE PLAN DWGS 7/ 16/07 1 511E PLAN DMWNGS 7/ 25/07 i WIASED F6ML WE PLAN DWG5 6/ 06/07 M M FWAL SITE PLAN DWG 6/ 21/07 WVMM FMNL SITE KM OWCS 6/26/07 Al SHW NV.e ENLARGED SITE PLAN auto- C -2 GRADING NOTES EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING 1. TREES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR 3. COMPENSATION OF DAMAGED TREES. I ALL ELEVATIONS ARE FINISHED GRADE. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND GRAVEL ACCESS ROAD. USE TYPAR 3401 OR EOUVALENT. N41 15' CHESTNUT OAK a 12' CHESTNUT OAK ---------------------------------- / -------------- 2" BLACK OAK 0 O 16* EAQ TWO STE MAPLE 2 - F 4 J6. 0 --------12 PINE 12* MOMOSA 43 9.75' f ----------------------- I4 --- -------------------------------------------- WHITE OA WHITE OA 0. 00 MG T FF= 440.5 - ---------------- MG TP 04 42) 1 COM NI1 DuarmN o SrTE PLAN -7/16/07 q121- nNAL SITE PLAN SF SF 9/ 21/ 07 nNAL SffE PLAN 10" BLACK WALNUT 440' 439. 5' MIS 8 BLkk ---------------------- -------- 10" BLACK WALN CONSTRUCTION NOTES Ell NEW VERIZON WIRELESS 20' X 50' FENCED GRAVEL COMPOUND.24' PIN 18' APPLE s 0 EXIS TING SHED 1 ' ` \ 10' BLACK WALNUT p7p VA 66 EXISTING EXISTING GP4VEL ROAD FENCE El NEW VERIZON WIRELESS 12' GRAVEL ACCESS ROAD (TIE INTO EXISTING). SEE DETAIL 2, SHEET C- 5. 1E NEW SILT FENCE. SEE DETAIL 1, SHEET C- 6. NEW SILT FENCE COINCIDENTAL WITH LIMITS OF DISTURBANCE. F± 1 TREE PROTECTION. SEE DETAIL 2, SHEET C- 6. 5510 0490KEE AVe41A SLNM 110 AUXANDRK VPJGM 22312 703.256-3W FAX 703.256,6622 vmfm wireless 1831 RADY COURT RICHMOND, VA 23222 H q, P -ST ART . PATTE ON z Lic. No. 41 9mm-- ND( WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY Vm% COM NI1 xmAimL- 9JBMrr' rALS DuarmN DAYIE o SrTE PLAN -7/16/07 SrTE PLAN DRVN* CS O/ 26/077/ 25/07 q121- nNAL SITE PLAN 3/06/07 4AT D MAL SrTE PtAMN 9/ 21/ 07 nNAL SffE PLAN GRADING PLAN 94BETWO.: FOR 24• X 36• PLOT - I' - 5' 0 5' 10 C _GRADING PLAN FOR 11" X ir PLOT - I' - 10 I I REFERENCE TREE IDENTIFIED AS 20' PIN HEIGHT = 518. 7' AMSL, 78' A. G.L. 1a MAX ks 12' FACE OF NEW ANTENNA ALL SECTORS) FACE OF NEW MONOPOLE t ENLARG VIEW _ C - 3 NOT TO SCALE LESS 2 0UND NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR LUMMWRE SHALL BE FULLY SHIELD AS REQUIRED BY SECTION 4. 17 BY THE ZONING SUPPLEMENT 130, 10- 13 -04. 3. TOWER AND ALL OTHER ASSOCIATED EOUIPMENT TO BE PAINTED SHERWIN WILLIAMS MATTE 'JAVA BROWN' 16090. 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 FINISHED GRAD AMSI ELEVATION VIEW NOT TO SCALE do 5510 CHEROKEE AVENIUE RJFTE 110 ALDNNDRK VWGNK 22312 701. 2564344 FAX 707. 256-622 v( erfma wireless 1831 RADY COURT RICHMOND, VA 23222 rLic. x of Nr UART P. PATTERSO No. 41047 Y ZG -OT ONAL line m. NIX WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY Do"&WAR cp'* t is Fa4w..RW6l TW DAIM a CDPK NIX 2mam SUBMTTALS DATE UN 06ws 7/ 16/0;V AW=7/ 25/0; PLAN 8/ 06/0; PLAN 9/ 21/0; PLAN 9/ 26/0; Emmm C -3 6 ' -0"8' -0" TYP BETWEEN EACH LINE POS1 do 5510 CHEP0M AVENUE SUITE I ALDC VF413 ANA 223 7m•2543344 FAX7GY25641 12" TYP. verima wireless 1831 RADY COURT RICHMOND, VA 23222 V 4, t TH of ` mil j STUART P. PATTERS StW Lic. No. 41047 Y ONAL E G COMP OUND F EXTE E ACILITY iiv NO SCALE REFERENCE NOTE O SSPACING FOR LINE IS 8' 40X; 4* TREATED TO Z MAX. LUMBER O TOP RAIL k BRACE RAIL: 2" X 4' TREATED LUMBER O 1 - (NOMINAL) X 6" - 8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. /1 TREATED ACCEPTABLE. 1 1/ 2' MAXIMUM CLEARANCE FROM GRADE. O 2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. 4" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. O FINISH GRADE SHALL BE UNIFORM AND LEVEL. DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE. O GEOTEXTILE FABRIC Q O GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. rl \ Lyy POST: CONCRETE FOUNDATION (2000 PSI) GENERAL NOTES: 1. INSTALL FENCING PER ASTM F -567 2. INSTALL SWING GATES PER ASTM F- 900 3. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). FENCE TO BE PAINTED BROWN 911190.: ND( WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CHARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY OQNMt flyw. TWDAIM DEI0IR10N WW n REL616MRY SITE -" DWM 7/ 16/07 1/ 2\ PENSm RAML SITE " DWO9 5/ 06/071 FENCE NOTES1ES AN D DETAILS SFET N0.: C -4 NO. 57 COARSE AGGREGATE BOTTOM LAYER OF MIRAFl HP570 GEOSYNTHETIC. EXTEND 2' BEYOND TOE OF AGGREGATE SLOPE, ALL AROUND 6' MINIMUM COMPACTED SUBGRADE SECTION — LEASE AREA NOT TO SCALE NEW BRUMINOUS BASE COURSE, VDOT TYPE BM -2 ( 3" MIN. LIFT) i ISTING 1 1/ 2' PER 6' OF S LOPE 1' MIN. ABOVE EXISTING GRADE 1 1/ 2' PER 6' OF SLOPE r l I I — VAT 1/ 2. MINIMUM LI - -- -I I I -I I -III I I- I II -I I In ITT =1 I I- NEW AGGREGATE BASE STONE, VDOT TYPE 1, SIZE 21 OR 21A EARTH WORK SUBGRADE COMPACTION k SELECT GRANULAR FlLL QA CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION k 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 0 - 1557 OR WITHIN PLUS DR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROS SECTION NOT TO SCALE Ii= III,, ii1 =' GEOTEXTILE FABRIC WHERE REQUIRED. VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID Ichftwfure & FAOW" 5510 CHEROKEEEE AVENUE SIMTF I gBeAPDIRK VIRGW 223 7M- 2W3344 FAXM. 25P4 v erbm wireless 1831 RADY COURT RICHMOND, VA 23222 H F G STUART P. ATTER `~ 8 Lic. No. 41047 AL E G NIX WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CMARLOTTES\ nLLE, VA 22902 ALBEMARLE COUNTY No 110W. IVA nVDA'm 44 NL SITE PLAN O wws 71- i I WVM nNAL SITE PLAN 6/ 06/07 kMO FOUL SITE PLAN 9/ 21/07I A. ' EVISED i6Ml SITE PLAN OWG 9/ 26/07 M e ^` W W N0- C -5 CONSTRUCTION OF A SILT FENCE WRHOUT WIRE SUPPORT) 3. STAPLE FILTER MATERIAL. TO STAKES AND EXTEND R INTO THE TRENCH. 1. SET THE STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 2. EXCAVATE A 4' X 4' TRENCH UPSLOPE ALONG THE LONE OF STAKES. i J i 4' SHEET FLOW INSTALLATION PERSPECTIVE VIEW) MAX A A FLOW II7 _ I 111 =1 FLOW 11 =I - 4' POINTS A SHOULD BE HIGHER THAN POINT 8 I— DRAINAGE WAY INSTALLATION FRONT ELEVATION) SILT FENCE NOT TO SCALE TABLE 3.32 -0 REVISED JUNE 2003) PERMANENT SEEDING SPECIFICATIONS FOR PEIDMONT AREA SEM LAND USE SPECIES APPLICA RATES M" MUM CARE LAWN TALL FESCUE'95 -10011 COMMERCIAL OR RESIDENTIAL)PERENNIAL RYEGRASS 0 -5X KENTUCKY BLUEGRASS 0 -5s TOTAL 1 75- 200109 HIGH MAINTENANCE LANK TALL FESCUE'TOTAL 200- 2501D9 GENERAL SLOPE (3: 1 OR LESS )TALL iESCIE'126 LOS RED TOP GRASS OR CREEPW RED FESCUE 2 L13S SEASONAL NURSE CROP 1 TOTAL LAW — MAINTENANCE SHAPE TALL FESCUE'106 LOS STEEPER THAN 3: 1)RED TOP G RASS OR CREEPING RED FESCUE SEASONAL NURSE CROP 2 LOS 2OLBS CROWMVETCH`mm 130 LOS TOTAL WHEN SELECTING VARITES OF TURFGRASS. USE THE VIRGIN CROP 6BRMfEYENT ASSOCIATION (VCA) RECOMMENDED TURFGRASS VARIETY UST. QUALITY SEED WILL GEAR A LABEL INDICATING TINT THEY ARE APPROVED BY VCIA. A CURRENT TURFGRA. SS VARETY UST 6 AVAILABLE AT THE LOCAL COUNTY EXTENSION OFFICE OR THROUGH VC14 AT 404- 746 -48B4 OT AT USE SEASONAL NURSE CROP IN ACCORDANCE WITH THE SEEDING DATES AS STATED BELOW: FEBRUARY 16TH —APRIL ANNUAL RYE MAY 1ST — AUGUST 15TH FOXTAIL MILLET AUGUST 16TH— OCTOBEIL ANNUAL RYE NOVEMBER— FEBRUARY 15TH WINTER RYE 13 — SUBSTITUTE SERICEA LESPEDEZA FOR CROWNYETCH EAST OF FARMNLLE, VA (MAY THROUGH SEPTEMBER USE SEED. ALL OTHER PERIO05. USE UNNULLED SERICEA). IF FLATPEA IS USED. INCREASE RATE TO ACRE. i YIEEPING LOVE. GRASS 6 USED, INCLUDE ANY SLOPE OR LOW MAINTENANCE MIXTURE DURING SEEDING PERIODS. INCREASE TO 30-40. FFRTIU FR AND LIME APPLY 10 -20 -10 FERTERER AT A RATE OF SOOLBS /ACRE (OR 12LB5/ 1,000 SOFT) APPLY PULVERIM AGRICULTURAL LIMESTONE AT A RATE OF 2 TONS /ACRE (OR 9OLBS /1, 000 SOFT) SOIL TEST 6 NECESSARY TO DETERMINE THE ACTUAL AMOUNT OF UME REQUIRED TO ADJUST THE SOIL PH OF MRPORATE THE LIME AND FERTUXR IRO THE TOP 4- 6 INCHES OF THE SOIL BY DIKING OR BY OTHER MS. EN APPLYING SLOWLY WIAIABUE NITROGEN. LSE RATES AVALKE IN EROSION k g1r.. FNR e1wN'1 LfTN 94. 2003 16RRIFM MANA IDIT FOR DEVELOPMENT _SITES AT NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12' 2 X 2 STAKES AT 4' C. C. z TREE PROTECTION OO C -6 NO SCALE DRIP LINE 4' -0' HIGH VISIBILITY CONSTRUCTION FENCING do 5510 CHBkOK E AVENUE SUITE I ALDWEAK VPJGM 223 70B• 2543344 FAX 703454 i vlefta wireless 1831 RADY COURT RICHMOND, VA 23222 r .. STUA T P. 1ERSON pw Lic. No. 410 7 Y FSS /ONAL E G WE WON- NIX WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CFIARLOTTESIIILLE, VA 22902 ALBEMARLE COUNTY OmONe am DRAAAIE Y6 Blow. AIVR TTVO M RAL SITE PLAN DRAWINGS 1 7/ 25/07 s LYISED FINAL SITE PLAN DW 9/ 06/07 Em2 FINAL SIZE PUN DW 9/ 21/07 A. FINAL SETT PLAN DW0d 9/ 26/07 CML DETAILS SHUT NO: C -6 3" EMT STANDOFF STRAP 3' -5 7/ 8" r -------------- r - r ---------- - ---------------------- --- - - - - -- I II 1 I I I SCROLL FAN EXHAUST C 1 } II TCC I I I ELBOW W /SNAP IN SCREEN i I i STANDARD LOCATION/ I I SHIP LOOSE I II I I I}/ I 1 2" SERVICE ENTRY I I I II WALL THICKN 4" 1 9' -5 3/ 8" 3 ELEVATION C VV -7" MAY SHELTER ELEVATIONS rn GEN VENT 12' -0" 5' -9 7/ B" NOT TO SCALE 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 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. 6. BUILDING SHALL HAVE BRICK VENEER FINISH. 5510 CHEROKEE AVENUE SUTE 110 ALD0P4) R1k VIRGNIA 22312 703.2W3W FAX703.2564M W W W.QMIT4DGEN OOn 001` vleri m wireless 1831 RADY COURT RICHMOND, VA 23222 4 0 p3H op f WATTE L i c. No. 41047 Y 9 z6 0 7 A \ SIM too.: ND( WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CRARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY OEM* IM OIM1M* mm Im& W: Irr IWOM x e REUWNRY SITE PUN DWG I I I A I F KAL SrIE PLAN DRM6N0S I I L - - - - x FOOL SITE " V 0 FWWL SITE PUN N I I I 6/26/07 I( e ELEVATION D J 11' -7" NOT TO SCALE 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 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. 6. BUILDING SHALL HAVE BRICK VENEER FINISH. 5510 CHEROKEE AVENUE SUTE 110 ALD0P4) R1k VIRGNIA 22312 703.2W3W FAX703.2564M W W W.QMIT4DGEN OOn 001` vleri m wireless 1831 RADY COURT RICHMOND, VA 23222 4 0 p3H op f WATTE L i c. No. 41047 Y 9 z6 0 7 A \ SIM too.: ND( WAY RAW- LAND MONOPOLE 2241 GOBBLERS RIDGE CRARLOTTESVILLE, VA 22902 ALBEMARLE COUNTY OEM* IM OIM1M* mm Im& W: Irr IWOM x e REUWNRY SITE PUN DWG 1 7/16/07 I A I F KAL SrIE PLAN DRM6N0S 7/25/07 x FOOL SITE " 6/06/07 FWWL SITE PUN 6/ 21/073i MAL SnT PUN 6/26/07 MIRRORED SHELTER m MII SHELTER NOTES 1. DESIGN CRITERIA: FLOOR LIVE LOAD 150 PSF ROOF LIVE LOAD 30 PSF SNOW LOAD GROUND SNOW LOAD, P FLAT ROOF SNOW LOAD, Pf SNOW EXPOSURE FACTOR, C. SNOW LOAD IMPORTANCE FACTOR, I THERMAL FACTOR, C1 WIND LOAD BASIC WIND SPEED, V WIND IMPORTANCE FACTOR, / BUILDING CATEGORY WIND EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT SEISMIC LOAD SEISMIC USE GROUP SPECTRAL RESPONSE COEFFICIENTS SDS SITE CLASS SOr SEISMIC BASE SHEAR, V BASIC SEISMIC - FORCE- RESISTING SYSTEM 20 PSF 14 PSF 1. 0 1. 0 1. 0 90 MPH 1. 0 I C 0. 18 0. 28 0. 11 D 0. 074 W BEARING WALL - ORDINARY REINFORCED CONCRETE SHEAR WALLS EQUIVALENT LATERAL FORCE PROCEDURE ANALYSIS PROCEDURE SH TAR ELEVATIONS i #T N0.: A -I NOTE: ELEVATION KEY PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR.