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HomeMy WebLinkAboutSDP200800075 Plan - Approved 2008-04-25veriMn wireless DIRECTIONS TO SITE: .. LOCAL UTILITIES POWER COMPANY: CENTRAL VIRGINIA ELECTRIC COOPERATIVE (CVEC): CONTACT: CUSTOMER SERVICE TELEPHONE: 1-800-367-2832 TELEPHONE COMPANY: EMBARO: CONTACT; CUSTOMER SERVICE TELEPHONE: 1-800-786-6272 FROM 1831 RADY COURT IN RICHMOND: TAKE MAGNOLIA TO 1-64 AND GO WEST TO EXIT 129 VA -616 TOWARDS KESWICK/BOYD TAVERN. TURN LEFT ONTO BLACK CAT RD. TURN RIGHT ONTO RICHMOND RD/US-250- GO APPROXIMATR Y 4 MB FS TO 3499 RICHIMONn ROAn APPROU SHADWELL EASTON PROPERTY 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 l��1,��73.'T�iJ INSTALLATION OF 85.0' A.G.L. MONOPOLE, COMPOUND AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT INA RAW -LAND LEASE AREA 2 WORKING DAYS BEFORE YOU DIG 1-800-552-7001 TOLL FREE MISS UTILITY ACQUISITION MANAGER: SIGNATURE PHONE NUMBER 22 CONSTRUCTION MANAGER: SIGNATURE PHONE NUMBER > 22 SIGNATURE PHONE NUMBER i NETWORK OPS MANAGER: R6 two PHONE NUMBER DATE AREA OF LAND SITE - _khna Ra WILUAM R. MELGAARD, PE TELEPHONE: (757) 455-5800 4a (757) 455-5638 78' 22' 41.11' W GROUND ELEV (AMSL): 404.5' ADA COMPLIANCE: ELEVATION VIEW FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. MODID40d Inc. V= NRVTE or TekA1** LOCALMAP SCALE: 1" = 2,000' the Old Samorrw ler vier Station mart a dv lAdfs Q21 Free uniWi EarlyoAtkIft "Hall i1�l�SOtt5 �� H� 3 6�i oai o 1C! tj T ocweikCokhuM '' "Q __ixYl% O• Nor**lds Co6Mh ` Tmrili" r _lyrli{" o_ 1 ,•' 22 f _ 20 i Campbell 1$ gljnsvilk 53 , / Zroa f c o ,_� L._ i�r.___.-;5�� Grou►otlds ,,��,�' \NorThc¢.� TE lti t b•,l 'Ile ti� �� 3 11dY/aad r 'Esmont 5lwe / eeaeqts i„-. s Faber J � � � ,4 ottsvilk l t<, VICINITY MAP NOT TO SCALE APPROU SHADWELL EASTON PROPERTY 3492 RICHMOND ROAD CHARLOTTESVILLE, VA 22903 l��1,��73.'T�iJ INSTALLATION OF 85.0' A.G.L. MONOPOLE, COMPOUND AND OPERATION OF ANTENNAS AND ASSOCIATED EQUIPMENT INA RAW -LAND LEASE AREA 2 WORKING DAYS BEFORE YOU DIG 1-800-552-7001 TOLL FREE MISS UTILITY ACQUISITION MANAGER: SIGNATURE PHONE NUMBER DATE CONSTRUCTION MANAGER: SIGNATURE PHONE NUMBER DATE RF ENGINEERING: SIGNATURE PHONE NUMBER DATE NETWORK OPS MANAGER: SIGNATURE PHONE NUMBER DATE REV.. NO. DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE REVISED TIER 11 PWSF SUBMITTAL SPP 2/25/08 — ISSUED SURVEY SHEET SPP 7/25/07 PRELIMINARY ZONING DRAWINGS SPP 12/17/07 � /2\2 TIER II PWSF SUBMITTAL SPP 1/14/08 .1 33 REVISED TIER 11 PWSF SUBMITTAL SPP 2/20/08 CONSULTING TEAM ARCHITECTURE AND ENGINEERING: CLARK NEXSEN 5510 CHEROKEE AVENUE, SUITE -110 ALEXANDRIA, VA 22312 PROJECT MANAGER: STUART P. PATTERSON, PE TELEPHONE: (703) 256-3344 FAX NUMBER: (703) 256-6622 SURVEY: CAUSEWAY CONSULTANTS, P.C. 1005 S. BATTLEFIELD BLVD. SUITE 8 CHESAPEAKE, VA 23322 CONTACT: EDDIE T. WHITE, LS TELEPHONE:(757) 482-0474 FAX NUMBER: (757) 482-9870 SOIL ENGINEER: 079AI000003500 NONE CHAS CRAWLEY STRUCTURAL ENGINEERING: (757) 463-3200 CLARK NEXSEN (757) 463-3080 6160 KEMPSVILLE CIR, SUITE -200A NORFOLK, VA 23502 AREA OF LAND CONTACT: WILUAM R. MELGAARD, PE TELEPHONE: (757) 455-5800 FAX NUMBER: (757) 455-5638 GEOTECHNICAL ENGINEERING: RA, EC GER ALBEMARLE COUNTY 2712 SOUTHERN BLVD. SCOTTSVILLE VA BEACH, VIRGINIA 23452 079AI000003500 CONTACT: CHAS CRAWLEY TELEPHONE: (757) 463-3200 FAX NUMBER: (757) 463-3080 PRO ECT SUMMARY SITE INFORMATION: PROPERTY OWNER: SHADWELL RAYMOND H. EASTON C/O 3492 RICHMOND ROAD AUGUSTA CRAWFORD EASTON CHARLOTTESVILLE, VA 22903 P.O. BOX 661 CHARLOTTESVILLE, VA 22902 APPUCANT INFORMATION: VERIZON WIRELESS 1831 RADY COURT RICHMOND, VA 23222 CONTACT: TELEPHONE: FAX NUMBER: PROJECT DATA VINCENT CRUTE (804) 310-5103 (804) 321-0398 ZONING RA, EC JURISDICTION ALBEMARLE COUNTY MAGISTERIAL DISTRICT SCOTTSVILLE PARCEL ID 079AI000003500 SITE TYPE RAWLAND TOWER TYPE MONOPOLE TOWER HEIGHT 85.0' A.G.L. LEASE AREA 2,500 SF AREA OF LAND GRADING PLAN DISTURBANCE 5,337 SO FT. (2C) GEOGRAPHIC COORDINATES: LATITUDE: 38' 00' 38.84' N LONGITUDE: 78' 22' 41.11' W GROUND ELEV (AMSL): 404.5' ADA COMPLIANCE: ELEVATION VIEW FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. SITE WILL NOT BE SERVED BY COUNTY SEWER OR WATER. C� 5510 CHEROKEE AVENUE SUFFE I I ALEXANDRW VIRGINIA 2231 703.256.3344 FAX 703256 C veri" wireless 1831 RADY COURT RICHMOND, VA 23222 pjjlH pF STUART P. R RSO 8 Lice. %No. 4;047 a \FSS/ONAL 911 NFD.: SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DEWN: rw DRAWN: NW PZMW: 94 TN DATE 7A&W SYKI DE90WnON DATE SHEET INDEX SHEET: 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-28 GRADING PLAN C -2C GRADING PLAN C-20 EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS C-3 ELEVATION VIEW C-4 CML DETAILS A-1 CABINET DETAILS SHEET TOTAL: 13 C� 5510 CHEROKEE AVENUE SUFFE I I ALEXANDRW VIRGINIA 2231 703.256.3344 FAX 703256 C veri" wireless 1831 RADY COURT RICHMOND, VA 23222 pjjlH pF STUART P. R RSO 8 Lice. %No. 4;047 a \FSS/ONAL 911 NFD.: SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DEWN: rw DRAWN: NW PZMW: 94 TN DATE 7A&W SYKI DE90WnON DATE SSUED SURVEY SHEET 7/25/07 REUMINARY ZONING DWGS 12/17/07 4a Z ER II PWSF SUBMITTAL 1/14/08 3 EASED TIER II PWSF SUBMITT 2/20/00 n EMSED PER II PWSF SUBMRT 4/25/00 94&T NO.: T - I THIS SITE IS NOT LOCATED WITHIN OR ~~ ADJACENT TO A COUNTY DESIGNATED CONSERVATION EASEMENT. J t THIS SITE IS NOT LANAGRLICULTURk AREA DESIGNATED �1 OR FORESTAL DIST / o by TBA ti RXR SP/K£ £L£V=402.45 / EX TREE LINE T.M.P. 79-35 /F EASTON,RAYMOND H, EST TE C/O AUGUSTA C EASTON N70•1.�.4 D.B 453/PG. 531 48.00. 4.5000 ACRES ZONED RA LAND USE: RESIDENTIAL I 1 YV I I s 0 l/'we0lo EX / c.la EX WELL y HOUSE / o / o a� i EX EX FENCE GRAVEL RD / t T 25e1 �O E T.M.P. 79-31 6 95y� 'H i I D.B. 989/ PG. 84.91 37.8800 ACRES / 5.6800 ACRES $pro LAND USE: UNASSIGNED ZONED RA i LAND USE: RESIDENTIAL I / Ex. /S4TELITE DISH / Ex. W000 LINE EX SHED IG SHT - D SANCf RI(M _ OND RO T.M.P. 93A-1 GLENMORE ASSOCIATES LIMITED PARTNERSHIP D.B. 3154/ PG. 265 154.5510 ACRES ZONED RA LAND USE: RESIDENTIAL 25D PROPERTY NAIL PIPE (F) S28p � E' D'STANc, T.M.P. 39A1-4 T.M.P. 79-31 GLENMORE ASSOCIATES _ N/F RANNINGS, DOLORES A I D.B. 989/ PG. D.B. 989/ PG. 989 37.8800 ACRES _ 5.6800 ACRES LAND USE: UNASSIGNED ZONED RA j LAND USE: RESIDENTIAL I 10100 5 I I T 36'00. I I I I +00.00 \__ D'STANc, T.M.P. 39A1-4 GLENMORE ASSOCIATES _ LIMITED PARTNERSHIP D.B. 989/ PG. 37.8800 ACRES _ ZONED RA LAND USE: UNASSIGNED j SURVEY NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., CHESAPEAKE, VIRGINIA ON 8/30/07. METES AND BOUNDS WERE COMPILED FROM PLATS AND TAX MAP. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771-00658 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 9/17/07. 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 F,I.R.M. ZONE 'X' AS SHOWN ON COMMUNITY PANEL NUMBER 510006 0295 0 EFFECTIVE DATE 2/4/05. 6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 7. MERIDIAN 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 PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 10. THE TEMPORARY BENCHMARK IS A RXR SPIKE IN THE 20' POPLAR, ELEVATION = 402.45. 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 85.0' AG.L. MONOPOLE TOWER NAD 1983 LATITUDE: 38' 00' 38.84" N LONGITUDE: 78' 22' 41.11' W NAVD 88 ELEVATION: 404.5' CONSTRUCTION NOTES E SEE ENLARGED SITE SURVEY FOR CLARITY, SHEET C -1A. ❑2 NEW 20' WIDE ACCESS/UTILITY EASEMENT. ❑3 BEGIN NEW ROAD IMPROVEMENT, SEE DETAIL 2, SHEET C-4. DEMOLITION NOTES 01 REMOVE EXISTING SATELITE DISH. FOR 24' X 36' PLOT - 1' = 50' 0 50' loo' FOR 11' X 17' PLOT - 1' = 100' d� 5510 CHEROKEE AVENUE SUITE 110 ALD(ANDRIA, VIRGINIA 22312 703.2569344 W 7M 256.6623 vera" wireless 1831 RADY COURT RICHMOND, VA 23222 � W H OF1z Lic. No. 41047 > O ��2Slpa 4�/� NFSS/ONAL 5FTE NPD.: SHADWELL RAWLAND MONOPOLE I 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DMGN: m D~: IW tom: S" 7TVDATE 7AW oDrrl. N0. SUBMITTALS SYM. DESOWTION DATE o SSUED SURVEY SHEET 7/25/07 1 REUMINARY ZONING DWOS 12/17/07 = ER II PWSF SUBMITTAL 1/14/08 1 EVISED TIER II PWSF SUBMITT 2/20/08 EVISED TER 11 PWSF SUBMITT 4/25/08 Al S*FT NAME SURVEY AND SrTE PLAN S EErNO.: C- � CONSTRUCTION NOTES ❑1 NEW VERIZON WIRELESS 2,500 SF LEASE AREA ❑2 NEW VERIZON WIRELESS 489' AMSL MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C-3. �3NEW VERIZON WIRELESS 20' WIDE INGRESS/EGRESS EASEMENT. SEE SHEET C-1 FOR CONTINUATION, 74 NEW GRAVEL ACCESS ROAD. ❑5 THE 18' PERSIUM IS THE REFERENCE TREE AND THE PROPOSED MONOPOLE IS WITHIN 5' OF ITS DRIPLINE. 36�E (288) --� 26" MAPLE (286) r / r -- 10" PER�LV (290)— SURVEY NOTES 1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY CAUSEWAY CONSULTANTS, P.C., CHESAPEAKE, VIRGINIA ON 8/30/07. METES AND BOUNDS WERE COMPILED FROM PLATS AND TAX MAP. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771-00658 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 9/17/07. 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 F.I.R.M. ZONE 'X' AS SHOWN ON COMMUNITY PANEL NUMBER 510006 0295 D EFFECTIVE DATE 2/4/05. 6, NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS, P.C. 7. MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON STATE GRID NORTH, (SOUTH ZONE). MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED. 36" PINE (282) 8. NO WETLAND AREAS HAVE BEEN DELINEATED. 9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM SURFACE EVIDENCE. 10. THE TEMPORARY BENCHMARK IS A RXR SPIKE IN THE 20" POPLAR, ELEVATION = 402.45. i \ 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 85.0' A.G.L. MONOPOLE TOWER NAD 1983 ` LATITUDE: 3B' 00' 38.84' N / I LONGITUDE: 78' 22' 41.11' W NAVD 88 ELEVATION: 404.5' \ FIELD STAKES / \ (TYP OF 5) / 50' RADIUS FROM CENTER OF TOWER 418' PERSIUif,(Z96) REFERENCE TREE i / I 1 1 � 3 1 1 1 1 � � 1 ENLARGED SITE SURVEY FOR 11' X 17" PLOT - 1' = 20' ° 10' 20' 1 EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. NOTE - SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED ARBORIST, AS REQUIRED BE SEC. 5.1.40(C)(4). 5510 CHEROKEE AVENUE SUITE 110 AIFXANNDRW, VIRGINVA 22312 703.2569344 FAX703.256-6622 VAVW.CLAPJ24DGEN.00M vedmD wireless 1831 RADY COURT RICHMOND, VA 23222 OH 01p L� 1 T TER N Lic. No. 41047 � FS (0 NAL G SME NPD.: SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DKV^: I0" NEUEW: SPP TTV DATE 7ASA7 SYM.1 DESOtlPMON DATE TREE INVENTORY 7/25/07 NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT (282) PINE 36" 466' AMSL 56' (286) MAPLE 26' 478' AMSL 72' (288) MAPLE 36' 479' AMSL 72' (290) PERSIUM 10' 1 470' AMSL 65' (292) MAPLE 18' 477' AMSL 77' (294) MAPLE 24' 478' AMSL 79' 298 PERSIUM 18' 479' AMSL 73' (298) PERSIUM 18' 468' AMSL 61' *TOTAL MATURE TREES TO BE REMOVED: 0 NOTE: PLEASE SEE PLAN NOTE NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. NOTE - SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED ARBORIST, AS REQUIRED BE SEC. 5.1.40(C)(4). 5510 CHEROKEE AVENUE SUITE 110 AIFXANNDRW, VIRGINVA 22312 703.2569344 FAX703.256-6622 VAVW.CLAPJ24DGEN.00M vedmD wireless 1831 RADY COURT RICHMOND, VA 23222 OH 01p L� 1 T TER N Lic. No. 41047 � FS (0 NAL G SME NPD.: SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DKV^: I0" NEUEW: SPP TTV DATE 7ASA7 SYM.1 DESOtlPMON DATE o SSUED SURVEY SHEET 7/25/07 1 REUMINARY ZONING DWGS 12/17/07 x ER 11 PWSF SUBMITTAL 1/14/08 s EMSED TIER II PWSF SUBMRT 2/20/08 SED TIER II PWSF SUBMITT 4/25/08 LL A. Al 9 -OT NAM ENLARGED Sf `E SURVEY NOTES FOR 24X -33 MuI - I = ,7W 11 FOR 11" X 17" PLOT - 1' = 600' ❑1 1L OF TOWER N: 3891626.60 E: 11518042.79 LATITUDE: 38' 00' 38.84" N LONGITUDE: 78' 22' 41.11" W ELEVATION: 404.5 El 2000' RADIUS FROM q OF TOWER �3 EXISTING DWELLING, TYP. 5510 CHEROKEE AVENUE SUITE 110 XB(ANDRIA. VIRGINIA 22312 7034569341 FAX 703256-"" vel wireless 1831 RADY COURT RICHMOND, VA 23222 K' Z H of y v STUART P. PATTER N Lic. No. 41047 > { \FSSIONAL 9rEIINFO-, SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DENW- IN DPAWN: PW >eAm: SIV 7W DATE 7pSR7 a mK No. _ SUBMITTALS sm, DBOWTION DATE o SSUED SURVEY SHEET 7/25/0'. t REIMINARY ZONING DWOS 12/17/0 = ER II PWSF SUBMITTAL 1/14/OE EVISED TIER 11 PWSF SUBMITT 2/20/0 EVISED TIER u PWSF SUBMM 4/25/0 9$T NAFE AREA KV IMpc- i e I EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING TREES THAT ARE TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR COMPENSATION OF DAMAGED TREES. 10 5I 1 I I I V 1 I I ( I I ` EXISTING/18' PERSIUM REFERENCE TREE i \� FIELD STAKES 6 (TYP OF 5) 1 \1 1 � '1 1 ENLARGED SITE PLAN FOR 11* X 17' PLOT - = 50' ° 5' 10 SITE NOTES` THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY & Engineerin UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF 6. 7rchuitecture CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL 'MISS UTILITY' AT 7. OKEE AVENUE SUITE I I 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY ORDINANCES. CONSTRUCTION NOTES WpRK VIRGINW 2231 EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.256.3344 NEW 10' X 30' VERIZON WIRELESS ELEVATED STEEL EQUIPMENT PLATFORM. o/ZS SFS �G\� S�CNAL � 20 NEW VERIZON WIRELESS CONCRETE PIERS. FA6X703.2564C �3 INSTALL NEW GRAVEL WITHIN LIMITS OF COMPOUND. WN44.CLAF1JQ4D M.CO 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST SEE DETAIL 1, SHEET C-4. EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF NEW VERIZON WIRELESS 6.83'± ICE BRIDGE. SHADWELL CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED. NEW VERIZON WIRELESS 85.0' A.G.L. MONOPOLE TOWER. 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED. SEE ELEVATION VIEW, SHEET C-3. y1@/7zw wireless 4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TO RESTORE A NEW VERIZON WIRELESS 20' WIDE UTILITY AND INGRESS/EGRESS EASEMENT, SEE SHEET C-1 FOR CONTINUATION. Y VOLE MONOPOLE PERMANENT VEGETATIVE COVER. SEE PERMANENT SEEDING SCHEDULE, SHEET C-21). NEW VERIZON WIRELESS 2,500 SF LEASE AREA 1831 RADY COURT �8 NEW VERIZON WIRELESS FENCE. SEE DETAIL 3, SHEET C-4. RICHMOND, VA 23222 5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS. O� 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 STUART P. PATTERSO Iz ORDINANCES. CONSTRUCTION NOTES 0.01 Lic. No. 41047 a ❑1 NEW 10' X 30' VERIZON WIRELESS ELEVATED STEEL EQUIPMENT PLATFORM. o/ZS SFS �G\� S�CNAL � 20 NEW VERIZON WIRELESS CONCRETE PIERS. �3 INSTALL NEW GRAVEL WITHIN LIMITS OF COMPOUND. SITE NFO.: SEE DETAIL 1, SHEET C-4. ❑4 NEW VERIZON WIRELESS 6.83'± ICE BRIDGE. SHADWELL �5 NEW VERIZON WIRELESS 85.0' A.G.L. MONOPOLE TOWER. SEE ELEVATION VIEW, SHEET C-3. AAI D AV q D ❑6 NEW VERIZON WIRELESS 20' WIDE UTILITY AND INGRESS/EGRESS EASEMENT, SEE SHEET C-1 FOR CONTINUATION. Y VOLE MONOPOLE ❑7 NEW VERIZON WIRELESS 2,500 SF LEASE AREA �8 NEW VERIZON WIRELESS FENCE. SEE DETAIL 3, SHEET C-4. 3492 RICHMOND RD CHARLOTTESVILLE, VA NEW VERIZON WIRELESS GRAVEL ROAD. SEE DETAIL 2, SHEET C-4. 22903 ALBEMIARLE COUNTY M4; IRWR 10 NEW GENERATOR ON 10' CONCRETE PAD. 6'X ALA DRAM: MM M ReAm., RWM 11 12 NEW VERIZON WIRELESS OUTDOOR CABINETS (TYP OF 6). SEE DETAIL 1, SHEET A-1. NEW VERIZON WIRELESS OUTDOOR BATTERY ENCLOSURE CABINETS (TYP OF 2). T VDATE: 7 COM4. NO. SUBMITTALS IYK DE900Fi10N DATE SEE DETAIL 2, SHEET A-1. SSUED SURVEY SHEET 7/25/07 ,& ZONING DINGS 12/17/07 SITE LIGHTINGEUMINARY ER II PWSF SUBMITTAL 1/14/08 REVISED TIER II PWSF SU8!jrrT 2/20/08 O1 120V, MOTION CENSORED PHOTOCELL AND SHIELDED LIGHT. REVISED PER It PINSF SUSMITT 4/25/08 OPROPOSED ILLUMINATION IS FOR TEMPORARY MAINTENANCE AND SECURITY Al I PURPOSES ONLY. SHEET ND -- ENLARGED SITE PLAN C-2 '____406 - ---------- -------- 405 --------------- ---------- 404.50' -404------------ / 404 ----------- ------- _409 --------------------- ------- ------- ------- --------------- ----- -----406------------ ------- I ---405-______ ------- -------------------------- --------_ -- - I EXISTING ------ 404.50' --TC PERSIIUM REFERENCE TREE �1 NEW VERIZON WIRELESS GRAVEL ROAD. SEE DETAIL 2, SHEET C-4. -------------------- _--__- 2❑ NEW TREE PROTECTION. SEE DETAIL 1, SHEET C -21D. - TP TP TP - TP - TP TP - TP TP" TP TIP-�'- - ------ moo- ray„— „—„—„— „—„—„— —„— --- 413 ----� ----�------------ I m 403------------------------------- -------------------------- — I oQ�� --- - ----- I ------------ 403--------------- I --403' ___--_------- - - ------ ----- - -�------------- � z -------- -- \ EEa- ---- 1--- /------------ - — - ----------------- ---- -- 4 —4 --------- -- Q------- - ------ z ---- ; 401------------- -------- Am - ----J- ---- -- - 03 NEW SHALLOW DRAINAGE DITCH. ❑4 NEW 18” RCP 20 L.F. SEE DETAIL 4, SHEET C-4. ROSION CONTROL LEGEND NEW EXISTIN TP TREE PROTECTION 41 XXX.XX' SPOT GRADE XXX ---XXX - ' CONTOURS 1 - ---------- ti ---------------}-___-_ ___-- --- ---- ® ® ® ® - -- ----- ----- NO AREAS OF CRITICAL SLOPE WITHIN THE PROJECT AREA ---- --------- 4 p TOS = 404.25' / ------- ---a------- TOC L = --- - --- I - -1--' I 4 1.00' ---_ — -—___--------------------------------------------- — — — — — — — — -------- --------------1 GRADING NOTES - aol.00'----- II _ 1. ALL ELEVATIONS ARE FINISHED GRADE. ------------- 39 -------- ------------- - `I 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. ---- ” - ` 3 D ------ 399 � � ,,-' PLACE GEOTE ILE FILTER UNDER COMPOUND AN ---- ______ 399 1 Cj GRAVEL ACCESS ROAD. USE TYPAR 3401 OR \ -------------------------------------------------------- ------------------------------ 1 -I- 3 EQUIVALENT. --------- X37--------------------- ass - - 11 1� CALCULATION _ 9 TP TP COMPOUND SURFACE: ±960.87 SO. FT. ----- TP TP yl 1 1 397 1 GRAVEL SURFACE: ±4376.38 SO. FT. - --- ---r---------------------------- -----------------` 396---------------- �--- � , 1 ----- 396 -------------------------- -- �.---,L'---------- ` ---------------394.50' ----------- --------------395------------- ------ - EXIST/NG ----------------------- DRY DITCH --.------ - --------3 9 4 - --------------------- ---- - ------------- - ------------------------------------------------------- G PLAN MATCH LINE— SEE SHEET C-213 1 1 1 ' FOR 24” X 36' PLOT - 1' = 5' 0 51 10' FOR 11"X 17' PLOT - i' = 10' 5510 CHEROKEE AVENUE SUITE 110 ALE)ANDRIA, VIRGINIA 22312 703.256.3344 FAX 703.256"M verim wireless 1831 RADY COURT RICHMOND, VA 23222 �/K�¢,LTH pF y�I ST ART �TERSON �z H Lic. No. 41047 a �o - ZS -DF FSS/ONAL STTE MID.: SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DERW' RM DRAWN: MM REVEW: RWR nV DATE: 7nsm SVM. DESfltIPT10N DATE /o\ SSUED SURVEY SREEf )/25/07 2ER 11 PWSF SUBMITTAL 7/14/08 /� EVISED TIER II PWSF SUBMITT 2/20/08 /4\IREMSED TIER II PWSF SUBMRT 4/25/08 GRADING PLAN I� c-za MA I l n LINL— ;)LL znLL 1 1.—LA MA I UM LINt — I NIZJ ZMLL 1 Al 01 /I I ----98-----------1 ----------- --------------� ---I I ; ' ---------- I , 409_- I �' 1 qit rI I I 1 1 _-F- ------------ I - � I-- --------------- --------- 1 I i I a I I 1 412 ----------- ----------------I -------- ---i-- I I I i I I I i _ I I I MATCH LINE - THIS SHEET AIA -- --41', MATCH 14, -"41`- MATCH LINE - SEE SHEET C -2C CONSTRUCTION NOTES j ❑1 NEW VERIZON WIRELESS GRAVEL ROAD. SEE DETAIL 2, SHEET C-4. ❑2 NEW TREE PROTECTION. SEE DETAIL 1, SHEET C -2D. NEW SHALLOW DRAINAGE DITCH. EROSION CONTROL LEGEND NEW EXISTIN ' TP TREE PROTECTION XXX.XX' SPOT GRADE XXX - ' ! CONTOURS FOR 24' X 36' PLOT - 1' = 15' FOR 11' X 17' PLOT - 1' = 30' NO AREAS OF CRITICAL SLOPE WITHIN THE PROJECT AREA 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. -chitecture & EngineerinS 5510 CHEROKEE AVENUE SUITE 110 ALEXANDRIA, VIRGINIA 22312 703•2569314 FAX703.256i622 vedaw wireless 1831 RADY COURT RICHMOND, VA 23222 �,ITH of r VRT P, TE 8 Lic. No. 41047 a 0NAL SIZE NPD.: SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DPAM: Km P --Am: RWR Israt.l DarnrtroN I DATE I n SSUED SURVEY SHEET 7/25/07 x ER 11 PW SF SUBMITTAL 1/1{/08 EASED TIER II PWSF SUBMI77 2/20/08 A4IRDASED TIER II PWSF SUBMITT 4/25/08 GRADING PLAN I�NO. c -ie I A. TEMPORARY SEEDING SPECIFICATION PRIOR TO SEEDING, INSTALL NECESSARY CONTROL PRACTICES SUCH AS DIKES, WATERWAYS AND BASINS. PLANT SELECTION SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3.31-b AND 3.31-C. NOTE THAT TABLE 3.31-8 PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE 3.31-C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. SEEDED PREPARATION TO CONTROL EROSION ON BASE SOIL SURFACES. PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEED BED PREPARATION IS ESSENTIAL. 1. LIMING AN ELEVATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. IN MOST SOILS, IT TAKES UP TO 6 MONTHS FOR PH ADJUSTMENT TO OCCUR FOLLOWING THE APPLICATION OF LIME. THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND REGRADED. THE FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES. TABLE 3.31-A LIMING REQUIREMENT FOR TEMPORARY SITES RECOMMENDED APPLICATION PH TEST OF AGRICULTURAL LIMESTONE BELOW 4.2 3 TONS PER ACRE 4.2 TO 5.2 2 TONS PER ACRE 5.2 TO 6 1 TON PER ACRE SOURCE: VA. DSWC 2. FERTILIZER SHALL BE APPLIED AS 600 LBS./ACRE OF 10-20-10 (14 LBS./1000 SQ. FT,) OR EQUIVALENT NUTRIENTS. LINE AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. MULCHING 1. SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. AND SPEC. 3.35 EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS. 2. TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" RATES PLANTING DATES PLANTING DATES (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS LOLIUM MULTI-FLORUM & CEREAL (WINTER) RYE 50-100 (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 LOLIUM MULTI-FLORUM MAY i - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) B. PERMANENT SEEDING SPECIFICATIONS PLANT SELECTION 1. SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE, TOPOGRAPHY, SOILS, LAND USE, AND PLANTING SEASON. TO DETERMINE WHICH PLANT MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE. USE TABLES 3.32-A AND 3.32-8 WHICH DESCRIBE PLANT CHARACTERISTICS AND LIST RECOMMENDED VARIETIES. 2. APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN VIRGINIA ARE GIVEN IN TABLES 3.32-C, 3.32-0 AND 3.32-E. THESE MIXTURES ARE DESIGNED FOR GENERAL USE, AND ARE KNOWN TO PERFORM WELL IN THE SITES DESCRIBED. CHECK TABLES 3.32-A AND 3.32-B FOR RECOMMENDED VARIETIES. 3. A MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASSES AND LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTAION CAN BE FOUND IN APPENDIX 3.32-c. 4. WHEN USING SOME VARIETIES OF TURFGRASSES, THE VIRGINIA CROP IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS MIXTURES MAY ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED TO IDENTIFY QUALIFY SEED OF THE VARIETIES RECOMMENDED BY THE VIRGINIA COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING THAT THEY ARE APPROVED BY THE ASSOCIATION. MIXTURES MAY BE DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED USE. SPECIAL CONSIDERATION IS GIVEN TO PLANT CHARACTERISTICS, PERFORMANCE, ETC. LIME AND FERTILIZER LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL TESTING LABORATORY AT VPI & SU, OR BY A REPUTABLE COMMERCIAL LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING LABORATORY IS AVAILIABLE FROM COUNTY EXTENSION AGENTS. REFERENCE APPENDIX 3.32-d FOR LIMING APPLICATION (IN LBS) NEEDED TO CORRECT UNDESIRABLE pH FOR VARIOUS SOIL TYPES. UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED. LIME COASTAL PLAIN: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000 SQ. FT.). PIEDMONT AND APPALACHIAN REGION: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000 SQ. FT.) NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED. FERTILIZER MIXED GRASSES AND LEGUMES: 1000 LBS./ACRE 10-20-10 OR EQUIVALENT NUTRIENTS (23LBS./1000 SQ. FT.). LEGUMES STANDS ONLY: 1000 LBS./ACRE 5-20-10 (23 LBS./1000 SQ. FT.) IS PREFERRED. HOWEVER, 1000 LBS./ACRE OF 10-20-10 OR EQUIVALENT MAY BE USED. GRASS STANDS ONLY: 1000 LBS./ACRE 5-20-10 OR EQUIVALENT NUTRIENTS (23LBS./1000 SQ. FT.), OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW-RELEASE SOURCES OF NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF PLANT NUTRIENTS. MULCHING ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION. REFER TO MULCHING, STD. & SPEC. 3.35. NOTE: 1. ALL REFERENCES ARE MADE TO THE STANDARDS AND SPECIFICATION OF THE 1992 VIRGINIA EROSION AND CONTROL HANDBOOK. ml M., du.. 4�,. 7n % w. v 4" i DRIP LINE I cD I � V mZ rn ui >Z Xo =v 0� IZ a0 2 X 2 STAKES AT 4' OC NOTE: DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" NOTE: TREE PROTECTION FENCING SHALL BE PLACED DIRECTLY UNDER DRIPLINE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN TREE PROTECTION DETAIL TP -Z V NOT TO SCALE 5510 CHEROKEE AVENUE SUITE I I ALDWJDWA . VIRGINIA 2231 7032569344 FAX703.2%4& vlerfM wireless 1831 RADY COURT RICHMOND, VA 23222 K p-TH OF r� ST ART P. PATTER 0 Z S Lic. No. 41047 > 4f- Z S -0"F 4� /ONAL SRE II F04 SHADWELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESICM JYY D~: ,MW P01W: BPP TW DATE 7AW COM4. NO. xs» m SY/�M.� D�UPIION DATE /o\ SSU -ED SURVEY SHEET 7/25/07 x ER N PWSF SUBMITTAL 1/14/06 A. EV6ED TER II PWSF SUBMRT 2/20/08 /.\11REVISED TIER it PWSF SUBMITTA 4/25/08 EROSION AND SEDIMENT CONTR( DETAILS & SPECIFICATIONS I0.: -2o I 12" MAX FACE OF NEW ANTENNA (TYP. OF 3) FACE OF NEW MONOPOLE ENLARGED VIEW C2.:3 / NOT TO SCALE NOTES 1. TYPICAL FLUSH -MOUNT DESIGN USING COLLAR, BRACKET AND PIPE MOUNTS. 2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER. 3. PROPOSED ANTENNAS - ANPHENOL ANTEL MODEL BXA-185085 / 12 DIMENSIONS - 72.22'(H) X 6.06'(W) X 4.13'(D) NOTES 1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER. 2. REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR LUMINAIRE SHALL BE FULLY SHIELD AS REQUIRED BY SECTION 4.17 BY THE ZONING SUPPLEMENT J30, 10-13-04. 3. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED SHERWIN WILLIAMS MATTE "JAVA BROWN' #6090. 4. BASE OF TOWER NOT TO EXCEED 30" DIAMETER AND TOP NOT TO EXCEED 18' DIAMETER. 5. NEW SHELTER TO HAVE AN AGGREGATE FINISH. 6. ALL VERTICAL COAXIAL CABLES WILL BE RUN INSIDE OF THE MONOPOLE. 7. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE i" DIAMETER TOP—OF TOWER APPURTENANCES (LIGHTNING ROD) ELEVATION = [491.0'±] AMSL STOOP OF TONER / TOP OF ANTENNAS �' a�1a► . [.o'tj A—MSL — — 0 - - � 18' MAX III NEIN VERIZON W iELESS 85.0' A.G.L. MONOPOLE "HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS. SEE DETAIL 2, THIS SHEET. NOTE: FENCE NOT SHOWN FOR CLARITY NEW VERIZON WIRELESS ICE BRIDGE (TRANSITION TO 6' A.G.L) NEW VERIZON WIRELESS EQUIPMENT PLATFORM WITH OUTDOOR CABINETS. TOWER FOUNDATION BY OTHERS - _ (3) NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS ELEVATION = [82'-0'±] TOP OF CANOP—Y � - �— ELEVATION = [479'-0°t] AMSL Y V REFERENCE TREE REFERENCE TREE IDENTIFIED AS 18" PERSIUM HEIGHT = 479' AMSL. //— _ _ _ TOP OF COAX PORT / ELEVATION = [410'-0"t] AMSL _ _ -- - - BEGINNING OF POLE ELEVATION = [404'-10"±] AMSL i TOP OF FOUNDATION / ELEVATION = [404'-6"±] AMSL 30" MAX / nNISNED GRADE *TOWER AMSL ELEVATION - [404'-0't] AMSL Y ELEVATION VIEW U NOT TO SCALE .rehitecture & Engineering 5510 CHEROKEE AVENUE SUFFE 110 ALEXANDRIA. VIRGINIA 22312 703.2569344 FAX 703.256-66n WW W.CXARKNDWSI.COM ve"M wireless 1831 RADY COURT RICHMOND, VA 23222 �/Z,TH pF G STU RT P. PATTE N 1z 0-4 8 Lic. No 1047 > \FSS/ONAL SITE Palo.: SHADVVELL RAWLAND MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY oBKft m DRAWN: n REVHW. 6Py TW DATE: 7AAW SYKJ DE50W11X3N DATE SUED SURVEY SHEET REUMINARY ZONING DWGS ER II PWSF SUBMITTAL 4AEVISED d4/25/ng EVISED TIER II PWSF SUBMIIT TIER It PWSF SUBMI77 SHEET ND.: ELEVATION VIEW C-3 SECTION — COMPOUND AREA NOT TO SCALE NO.57 COARSE AGGREGATE (3" MINIMUM) REMOVE ORGANIC MATERIAL EXISTING GRADE COARSE AGGREGATE M LAYER OF MIRAFI HP570 NTHETIC. EXTEND 2' BEYOND TOE GREGATE SLOPE, ALL AROUND \_6' MINIMUM COMPACTED SUBGRADE ABOVE 12' -.GRADE SLOPE •.•.•' •.•�• -• •1. •r• u . • • •:i ��:+�:ae: �•-moi •�'>,'�.�'•fi-i�itf� �:.� .'.•:�.L MINIMUM .-., GEOTEXTILE FABRIC WHERE REQUIRED. EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILI VERIFY WITH CONSTRUCTION MANAGER PRIOR TO BID (2) CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR UNSTABLE SOIL CONDITION. OB ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. TYPICAL ACCESS ROAD CROSS SECTION NOT TO SCALE 6'-0" i VARIES - SEE PLAN -~� I+ 8'-0" TYP _' H LINE POST COMPOUND FENCE DETAIL C-4 / NO SCALE `REFERENCE NOTES: OCORNER, END OR LINE POST: 4" X 4" TREATED LUMBER SPACING FOR LINE POSTS IS 8'-0" C TO C LW- L OTOP RAIL & BRACE RAIL: 2" X 4" TREATED LUMBER O1" (NOMINAL) X 6" - 8' DOG EARRED FENCE BOARDS. CEDAR PREFERRED. #1 TREATED ACCEPTABLE. ® 1 1/2" MAXIMUM CLEARANCE FROM GRADE. O2" FINISH OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. © 4" COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY CONSTRUCTION MANAGER DURING BID WALK. OFINISH GRADE SHALL BE UNIFORM AND LEVEL. 8 DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TYPICAL BOTH SIDES OF GATE. OGEOTEXTILE FABRIC 0 GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. 1 1 POST: CONCRETE FOUNDATION (2000 PSI) FILL WITH SAN 4 OZ. NON -W, FILTER FABRIC NOT TO SCALE - I TYP. I - a GENERAL NOTES: 1. INSTALL FENCING PER ASTM F-567 2. INSTALL SWING GATES PER ASTM F- 900 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED. 6. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS). VARIES 9" MIN Architecture & EngineeriN 5510 CHEROKEE AVENUE SUFFE 110 ALEXANDRIA, VIRGINIA 22312 703.256.3344 FAX703.256.6622 WWW.CIARIa4EK5E I.COM Vll� I vel wireless 1831 RADY COURT RICHMOND, VA 23222 0 COARSE AGGREGATE MINIMUM) OVE ORGANIC MATERIAL AGGREGATE BASE MATERIAL E 1, NO. 21A PLAN FOR PIPE INVERTS PIPE SIZE GRAVEL MAT f457 STONE) COMPACT TO STABILIZE PIPES Vn-A P�TH OF R A Lic. No. 41100447 a y -Z s�v O - /ONAL 6rrE NPD.: SHADWELL RAVAMD MONOPOLE 3492 RICHMOND RD CHARLOTTESVILLE, VA 22903 ALBEMARLE COUNTY DESIGN: A'1' DRAWN: Aw REVEW: SR IsN1 11 DATE lI n ISSUED SURVEY SHEET 1 7/25/071 i ER "IF SUBMITTAL 1/14/05 A. .SED TER II ;.F SUBNRT 2/2O/OB /. EVISED TIER II PWSF SUBMRT 4/25/08 SHEET NO.: CML DETAILS C-4