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HomeMy WebLinkAbout25-05 Opequon No. 1475 - Wireless Communic. Facility - Back Creek - Backfiles Ci Ln Lo 0 0 0 I Lo Ir 6 LL U) 0 D CT Q 0 I Q I J I _v 0 0 I a I 0 tV i N LL SITE INFORMATION OWNER: JOHN MARKER 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 SITE I.D.#: 1475 SITE NAME: OPEQUON APPLICANT: CINGULAR WIRELESS 7150 STANDARD DRIVE HANOVER, MD 21076 SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 COUNTY: FREDERICK LATITUDE: 39° 08' 37.8"N LONGITUDE: 78' 15' 42.8"W PARCEL ID #: 61—A-117 ZONING JURISDICTION: FREDERICK COUNTY MAGISTERIAL DISTRICT: BACK CREEK ZONING: RA (RURAL AREAS) AREA OF CONSTRUCTION: f 7,060 s.f. ENGINEER: CLOUGH HARBOUR & ASSOCIATES LLP 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CONTACT: WILLIAM L. RUCH III, P.E. PHONE: (804) 897-3564 DRIVING DIRECTIONS FROM STANDARD DRIVE TAKE MD-100 W. MERGE ONTO US-29 N. TAKE 1-70 W. MERGE ONTO US-340 W, EXIT 52. TAKE US-340 S. MERGE ONTO VA-7 W. TAKE 1-81 S. MERGE ONTO US-17 N, EXIT 313B. TURN LT ONTO E JUBAL EARLY DRIVE. TURN LEFT ONTO US-11. TURN RT ONTO CEDAR CREEK GRADE/VA-622. MARKER —MILLER ORCHARD & FARM MRKT IS ON YOUR LT. TOWER SITE BEHIND RT SIDE OF THE FARM MARKET BEHIND THE MAIN HOUSE, UP TO A LANDING BEYOND TREE LINE. PROJECT DESCRIPTION THIS PROJECT WILL INSTALL A 120' MONOPOLE WITHIN A FENCED TELECOMMUNICATIONS SITE. NINE ANTENNAS WILL BE ADDED TO THE TOWER. ONE 11'-6"x20' EQUIPMENT SHELTER WILL BE ADDED TO THE SITE. ASSOCIATED POWER AND TELEPHONE CIRCUITS WILL BE ADDED WITHIN THE SITE. 0 WIRELESS 7'9�IROJECT NAMEm. OPEQUON SITE Pt'iOJECT TYPE: RAW LANT LOCATION MAP PROJECT CONTACTS COW" FtEPFEMrA7W PROPERTY 00*R CONTACT ROB FEISE CONSTRUCTION MANAGER CHA PROJCT MANAGER (443) 474-5674 rob. feise@cingular.com JOHN MARKER (540) 622-1391 ELECTF4CAL COWANY WILLIAM L. RUCH III ASSOCIATE COICULAR CONSTRMON MANAM (804) 897-3564 wruch@chn—Ilp.com ALLEGHENY POWER ENG. CINDY LANG (540) 722-5866 7EU34M CWMY BUD GILL CONSTRUCTION MANAGER (410)-245-9977 bud.gill@cingular.com VERIZON ENG. TERRY RAND (540) 829-2732 in N&I AN& Adm umE 16, 2vff_'gU5 G SITE PLAN APPROVAL APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR — SITE PLAN APPROVAL VALID FOR FIVE (5) YEARS FROM DATE SHOWN HENCE. 1010d 12 PRINT NAME IGNATU F DATE DRAWING INDEX SHEET N0: SHEET TITLE REVISION HISTORY N0: DATE T01 TITLE SHEET 2 06 / 16 / 05 S01 SURVEY 1 05 / 03 / 04 S02 EXISTING CONDITIONS 2 06 / 16 / 05 C01 ENLARGED SITE PLAN 2 06 / 16 / 05 CO2 TOWER ELEVATION &DETAILS 2 06 / 16 / 05 CO3 SITE DETAILS 1 03 / 24 / 05 C04 SEDIMENT &EROSION CONTRL NOTES 1 03 / 24 / 05 C05 SEDIMENT &EROSION CONTRL PLAN 2 06 / 16 / 05 C06 CUP CONDITIONS 1 06 / 16 / 05 DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME VA �?Ccingularryi WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 Velo C'0 Tel DRAWING COPYRIGHT © 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGWEEPG, PLANNEFG 6 C. LANCISC'A E AfRCHFFEC;TS 10800 MIDLOTHIAN TURNPIKE. SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS I CHK: PSM JAPP'D: WLR 2 06/16/05 REV PER COUNTY BY: EFK CHK: PSM APP'D: WILL T_ T_ T T IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TIT1_E TITLE SHEET SHEET NUMBER 1. FIELD SURVEY DATE: MAY 3, 2004 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM ( G OF 1929 (NAVD 29) 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM �2 OF 1983 (NAD 83) I \ 4. CENTER OF PROPOSED POLE: LATITUDE: N 39`08'37.85300" LONGITUDE: W 078' 15'42.67532" GROUND ELEVATION: 945.5' F` \ Lo 0 SI TE i �9 \ 5. OWNER: M&M L.P., LLC X�\ \�� Xcingular° WIRELESS 7150 STANDARD DRIVE. HANOVER MD. 21076 VelOciTel C --1 L_:H DRAWING COPYRIGHT 0 2004 CLOUGH. HARBOUR & ASSOCIATES LLP ENGrqEE3:E;, PLAPJ\E 6 LANEISCARE AAC-fTE= 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 N0. SUBMITTAL 1 BY: CHK: APP'D: IT IS A VIOL ATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3033 CEDAR CREEK vRAVE WINCH ESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SHEET NUMBER AP??VX' MAC, N APPROX. TRUE N � EXISTING C GRAPHIC i000 0 SCALE 500 IN FEET MAPPING NOTES: 1. BASEMAP INFORMATION OBTAINED FROM PRINCE WILLIAM COUNTY (PWC) - COMMERCIAL PROPERTY RECORD CARD, ACCOUNT # 51838, AND PWC - GIS COUNTY MAPPER. 2. NORTH ORIENTATION BASED ON NOTE NO. 1 3. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE. 4. SUBJECT TO ANY STATE OF FACTS THAT AN UP-TO-DATE ABSTRACT OF TITLE WOULD DISCLOSE. 5. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD. 6. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE. 7. NOT TO BE USED FOR LAND TRANSACTION PURPOSES. 0 1000 PARENT PARCEL OWNERS: OOWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-117 CURRENT ZONING: RA PARCEL AREA: 29.00 ACREAGE USE: 5, AGRICULTURAL (UNDEVELOPED) ADJACENT PARCEL OWNERS: OWNER: EBERT, MICHAEL J 3074 CEDAR CREEK GRADE WINCHESTER, VA 22192 PARCEL ID #: 61-3-1 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES USE: 2, RESIDENTIAL & TONYA M O OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-127 CURRENT ZONING: RA PARCEL AREA: 166.62 ACRES USE: 6, AGRICULTURAL (UNDEVELOPED) O3 OWNER: VESS, STEPHEN L & 3054 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-3-2 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES USE: 2, RESIDENTIAL OOWNER: BRADFIELD. MARK A 3022 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-3-3 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES USE: 2, RESIDENTIAL OOWNER: CATHER, NATALIE J 2980 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-3-4 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES 2, RESIDENTIAL O6 OWNER: M & M LP. LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-116 CURRENT ZONING: RA PARCEL AREA: 44.76 ACRES SANDRA S G) OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-119 CURRENT ZONING: RA PARCEL AREA: 16.00 ACRES USE: 2, RESIDENTIAL & RHONDA H SOWNER: M & M LP. LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-120 CURRENT ZONING: RA PARCEL AREA: 9.92 ACRES USE: 2, RESIDENTIAL USE: 5, AGRICULTURAL (UNDEVELOPED) DOWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61—A-118 CURRENT ZONING: RA PARCEL AREA: 77.50 ACRES USE: 5, AGRICULTURAL (UNDEVELOPED) FO-R INFORmmmATION ONIN.Vo 11 OWNER: MARKER, JOHN RALPH JR 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-12A CURRENT ZONING: RA PARCEL AREA: 5.08 ACRES USE: 2, RESIDENTIAL 12 OWNER: FAWCETT, THOMAS L 3178 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-45 CURRENT ZONING: RA PARCEL AREA: 35.99 ACRES USE: 5, AGRICULTURAL (UNDEVELOPED) }CcingularT° WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 Velo clTel C 0 0 r!Al DRAWING COPYRIGHT C0 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEERS, PLANK S LANGSC'APE A44CHFEGTS 10800 MIDLOTHIAN TURNPIKE. SUITE 303 RICHMOND. VA 23235 CHA PROJECT NO: 12760 - 1031 - 1601 N0. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS I CHK: PSM APP'D: WLR 2 06/16/05 REV PER COUNTY BY: EF-K CHK: PSM JAPP'D-. WLR 7 T -7- IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE EXISTING CONDITIONS SHEET NUMBER S02 N Ln 0 0 0 N Ln rn N V 0 1 In r� 0 / O 0 Q I I 0 1-1 0 1 0 r` N i7 APPR�X, N APPROX. TRUE N CCESS SSED ROPOSED 7 x20' TURN ROUND ROPOSED 12' OUBLE SWING 4 TE ROPOSED 12' WIDE \ �-180' LONG GRA VEL CCESS ROAD —1 ACCESS ROAD NOTES: FROM VA — 622 CEDAR CREEK GRADE 1. f 740 EXISTING 12' WIDE PA VED ACCESS ROAD 2. .-1- 1135 EXISTING 12' WIDE ,� CCESS ROAD TO BE REDRESSED AND GRA VELED J. - 180' PROPOSED 12 WIDE GRA VEL ACCESS ROAD BASEMAP NOTES: PROPOSED 4 'X4 ' CONCRETE STOOP PROPOSED TRANSFORMER PROPOSED CIP UNDERGROUND 1. BASEMAP INFORMATION OBTAINED FROM A MARCH 4, 2004 SITE VISIT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. EXISTING WOODS 20 0 .X MIN 3 0 I PROPOSED CINGULAR 11 ' 6'x20 x' l0 "-6" 3 3 EOUIPME'V T SHEEL TER ON CO2 CO3 CONCRETE FiOUNDA TION PROPOSED C/NGULAR GPS ANTENNA ATTACHED TO /CE BRIDGE (TYP. FOR 2) PROPOSED C/NGULAR /CEBRIOGE X X X FUTURE CARRIER I---------------------------- ------------------------- FUTURE CARRIER ------------------------ PROPOSED ClNGULA« SA CKBOARD WI TH 400A METER AND 400A DISCONNEC T (FUSED FOR 300A) EXISTING APPLE ORCHARD ENLARGED SITE PLAN GRAPHIC SCALE 0 10 20 IN FEET SCALE: 1 " = 20'-0" PROPOSED CINGULAR 1 120' MONOPOLE cot ------------- FUTURE EXISTING GRASS FIELD Y PROPOSED 70'-O "x7O' 0" 1 FENCED COMPOUND c03 LAND AREA: PARCEL PARCEL TOTAL 61-A-1 17 61-A-1 18 106.5 ACRES 29 ACRES 77.5 ACRES DEVELOPMENT AREA: SITE 4,900 SQ.FT. 180' ACCESS ROAD & EASEMENT 2,160 SQ.FT. TOTAL 7,060 SQ.FT. OR 0.162 ACRE EXISTING POLE # 1201612 X cingularlm WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VeloclTel c !�AQ DRAWING COPYRIGHT QC 2004 CLOUGH. HARBOUR & ASSOCIATES LLP ENGWEERS, PLANNET�S LANDSCAPE ARCHITECTS 108DO MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND. VA 23235 CHA PROJECT NO: 12760 - 1031 - 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS CHK: PSM APP'D: WLR 2 106/16/051 REV PER COUNTY BY: EEK CHK: PSM APP'D: WLR T-- 9vtyti'� 1 t , ri IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER col Z=l �i�."b9Y +-�¢"^^•. ' - ..:.._- ter...... 0 N w J 0 CL 0 Z 0 0 W Cn 0 n 0 ry IL 0 a- O PROPOSED CINGULAR ICEBRIDGE PROPOSED CINGULAR 11 ' 6 "x20'x10' 6" HIGH EQUIPMENT SHEL TER ---\ PROPOSED 8' LIGHTNING ROD PROPOSED CINGULAR RAD CENTER 2 @ 120' 0" AGL - FUTURE ANTENNAS AT 110' AGL FUTURE ANTENNAS AT 100' AGL FUTURE ANTENNAS AT 90' AGL PROPOSED 120' MONOPOLE PROPOSED FENCED COMPOUND a 6" #57 STONE FUTURE ANTENNA (TYP.) E7A W SECTOR 9 SECTOR 240' SECTOR 1 0' 2 ANTENNA — NO SCALE TOP/CONC. SLAB 6" A. F. G. 3/4" CHAMFER Rol ^ A TENNA FRAME QOPOSED PANEL V TENNAS PROPOSED MONOPOLE OR 2 0• � , �Sjf] S'plo � - 6x6xW2.9/W2.9 W.W.M. CONFORMING TO ASTM A-185 6" THICK CONC. SLAB OVER 5 MIL POLY VAPOR BARRIER FINISH GRADE a °v ° X 'x x _ EXISTING GRADE o oX// X// X/ X X/ CO SUPAC 8 NP \ 2 • \ \ \ \ POLYFELT TS 600 OR EQUAL / ° o / / / / / / vp v \ 8 CRUSHED ROCK TOWER ELEVATION / NO SCALE \ b CONCRETE FOUNDATION X/ X \' / \ 2 2- 5 CONTINUOUS / X \ LAP SPLICE 2'-6" AS REQ'D. NOTE: FOOTING SHALL BEAR ON SOILS APPROVED FOR 3000 PSF ALLOWABLE BEARING PRESSURE 3 FOUNDATION — NO SCALE SECTION cingularlia WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VelociTel c �Q DRAWING COPYRIGHT © 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEERS. PLANNERS F. LANCJSC.AF'E ARCHfTEC.'i'S 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 - 1031 - 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY.- DSS I CHK: PSM APP'D: WLR 2 06/16/05 REV PER COUNTY BY: EFK CHK: PSM APP'D: WLR 4D u 02z�. via 11 6. 61 t r� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQU ON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERI CK COUNTY SHEET TITLE TOWER ELEVATION & DETAILS SHEET NUMBER K�L►� I 0 L0 0 N N i N 3 0 U I y y IZ 0 y 0 Q J 0 i a y SLOPE VARIES HEAVY PRESSED STEEL BARBED WIRE OUT RIGGER ARM C rl 6 111 8' — 0" ( TYP ) 2"x2" — 9 GA. FENCE FABRIC 2" INTERMEDIATE POST 1 /2" CROWN FOR DRAINAGE 10" DIA. CONCRETE FOOTING IN SOIL FOR INTERMEDIATE POSTS 12' STANDARD OR PER SITE PLAN C �_r 6 . • a _ -a• GATE OPENING 12$-0" (VERIFY WITH SITE PLAN) 1-1/4- GATE FRAME HEAVY-DUTY GALV. LOCKABLE, DOUBLE GATE LATCH 5/8" DIAM. LATCH ROD `3/8" DIAM. TRUSS ROD WITH TURNBUCKLE AT GATE ONLY i=1 11= 1 " GAP BETWEEN FINISH GRADE AND BRAIDED COPPER BOTTOM OF GATE GROUND STRAP, 2 PL 6" DIAM. BY 18" DEEP CONC. FOOTING WITH 1-1 /4" PIPE SLEEVE, 12" DIAM. CONCRETE 6" L FOOTING IN SOIL FOR GATE AND CORNER POSTS CHAIN LINK FENCE AND ACCESS GATE NO SCALE 6" COMPACTED o GRAVEL CI 1 /4" /FT, TYP. i _ ,. ACCESS ROAD CROSS SECTION NO SCALE SLOPE VARIES ORDINARY BORROW BACKFILL UNO SCALE 3 STRANDS OF 4-POINT BARBED WIRE 1-1 /4" TOP RAIL 2-1/2" GATE POST NO GAP BETWEEN FINISH GRADE AND FENCE FABRIC #7 GA. TENSION WIRE, CONTINUOUS _i s • I R - LEDGEn W _• _ - -s A '-• I I- ALTERNATE FOOTING IN LEDGE (SEE NOTE 1) - 2-1 /2" CORNER POST 3/ 16" x 3/4" STRETCHER BAR AT CORNER AND GATE POSTS FENCE NOTES 1. ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN LEDGE: IF LEDGE IS ENCOUNTERED AT GRADE, OR AT A DEPTH SHALLOWER THAN 3'-6", CORE DRILL AN 8" DIA HOLE 18" INTO THE LEDGE. CENTER POST IN THE HOLE AND FILL WITH CONCRETE OR GROUT. IF LEDGE IS BELOW FINISH GRADE, COAT BACKFILLED SECTION OF POST WITH COAL TAR, AND BACKFILL WITH WELL -DRAINING GRAVEL. 2. ATTACH EACH GATE WITH 1-1/2 PAIR OF NON -LIFT-OFF TYPE, MALLEABLE IRON OR FORGING, PIN -TYPE HINGES. ASSEMBLIES SHALL ALLOW FOR 180' OF GATE TRAVEL. __D GRADE cingular IN WIRELESS 715D STANDARD DRIVE, HANOVER MD, 21076 VelociTel I c !A� DRAWING COPYRIGHT CQ 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENCINEERS,PLANNERS & LANOSCAPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS CHK: PSM APP'D: WLR T_ FT I FT __T I IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SITE DETAILS SHEET NUMBER CO3 �_. .,P �. e _ _ �'._ .� ,. d` i F ,. I , .. .. .. __ _ __. _ _._.._ - ___. _. _.._ _. r___.. ___.. O C_ U O N APPR�X. MAG� N In N In 0 Ln 0 0 N r� N 0 c� I T) i a- 0 0 0 I Q I I 0 0 Q) I 0 0 N APPROX TRUE N 5� 2SED 12' WIDE' V LONG GRA VEL >S ROAD S s 2 PROPOSED - S/L T FENCE PROPOSED TRANSFORMER S L PROPOSED CINGULAR 11'-6 x20'x10' 6" HIGH EQUIPMENT SHEL TER ON CONCRETE FOUNDA TION S S FUTURE CARRIER L - - - -� FUTURE CARRIER S I I FUTURE � CARRIER � PROPOSED C/NGULAR � 120' MONOPOLE - PROPOSED CINGULAR �- BA CKBOARD WI TH 400A METER AND 400A DISCONNECT (FUSED FOR 300A) SEDIMENT & EROSION CONTROL PLAN GRAPHIC SCALE 20 0 10 20 Iq - S S PROPOSED 70'-0"x70'-0" FENCED COMPOUND CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. L.6' 'iII -Z FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. I 4,11 4„ 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. cingularlm WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VeloclTel CH�Aj DRAWING COPYRIGHT © 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEERS, PLANNERS 6. LANEISCAPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 i�iiAiR ��? �i�i�iiAii���i ipiri anviv` .— �i�nii V.P n .!nvvi.ie.nvnwoiinvwi ►�►vi Iivivi\►iwiti eivi n n VA A rNi 1A AVAVAVAVAVAI aV�t aVAVA A A A� nthr ►UV gVOi ir. TAMAVAVAVAVAV IV AVAMAgMWFAR ►UVi ►AvivAl ►► �wi.!Aov.v:-.AvirA�� ►AVAwA.Awiv.!►ivi rAVA A.A.A./!ri►� 1.AriA.A.A!iYA.A p.T11AVAV V V Vd IAMB SUBMITTAL ►VAVA.A' XFiXAVAVAVAVAVAVA9 ►Krti� MAMAVAw� �.n� ►UVi Vi6VA\ i►n, TAVOOAVOAVAV ily%l ►vAVAVAVA!A1►v'ia BOA !.WAV 'rg%VMyAVOnVAVA LU& SAV TAVAVAV, �I'1A /AtA ��A�A� Ii� a�A�ATA•A•i!Av� rAU� ►WA•AMAN ► 21 rA�Av RAV.VAVAV.JAVAVAV,�VAVAVi� ►VAS aVAVAT V VA\ Awry DOA w,:zAVrVAVAVAVAwA.AVAV ►VAUVAVAVAVOA\►V�\! LAVA IA.'.!n�A4�l.!A.ASeiIAq!A!1 /\/I lAV 'A A11 w/ t��l 11tA! "�'.A.AwGS�InwA.Aw1 ►rd IAftTA!OAte►rdIN �Ut • . •SITE ■ r 1 JdWw/��►AV•vAVi.jwAGaA. @IA'� MAVAVAVAVAq IIIM ►QwA ►�i�►�AYA!At�.YA� OIAM MAMAVA.AN CT�M 1.A.A vA��wsw�anVAv aaA•i rAV/ IE WAVAVA!AVAV/ rA\, ►AVAV VAVOAVi rive pvipVOAVi rA�i r vo wi►I►.i�A*':!AtAVA�a.�� �ViviYAVAViI Mull ►YjVI_ �.A.A�statl UA..Q.A•A\ IAi1.N �AVi. '�7�IaVAVAYAVAVAv�,tAYAwOAYA�}rr,,►SAV �VAVivArAVeaAVe:VAVi}W�A i � r r r , r �A/irorAV:!AVAtiwa.AVivi 0.91►wOi VAVA :.AVivi\ nVe,+..VOi �cri�AVi�nrsVivi�A!Av, nAv, rOiv VAVAlAVi rOd riVAV `rA��rAwn.'asA�Av%.0,91►wAVa-•�VAVieV�tvAvi ©• • • i REV PER COUNTY •:��Ne:►AvAV:VAVAa.IAVAV qV Vi.AriVAv �' \rVAlA!AVA , III PSM r r I, R wAVetnP IAVAVAVAV MA r r r • r .::......VA..r.. r�r ►ov3vgi w �i�!AVA� r - .aAtw�� ,MA 5VAVAVAl ►vi b� IA!A A.A7 �A i A:A..A� v� �A.A.A.A•A•Auv :..A. Auuuv.A.A.Au .� v�.6� V a� a A./ 7m . pAVOAVA WT RA!AMAVA ►Af ►I MAMAMAVA WVA. /AVA!AMAV .VA rAVAVA!A.' ��VAwAf LVA rAVAVOa AVAV . FAVAVAVAVATAVAVAV OVA\ iVOAVpAVAVOAti IMVAVOOAV9 AV .VAVAV� Vw AV T VAVAVAVi ►A. ►wAVAVAVA! m %vA ►piVOAVOA6VA\ ►VA ►AVAVAVAVAV ift r • r� MMAVAVAT ► A /AVAVI,VAVA!A!OAV MA\ A.AO.OAVATAVA!/ rA\ ►VAVAVAWV,9 rim POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION ( FRONT ELEVATION ) IN FEET 2 ER SCALE. 1" = 20'-0" BASEMAP NOTES: - 1. BASEMAP INFORMATION OBTAINED FROM A MARCH 4, 2004 SITE VISIT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. SEQUENCE OF CONSTRUCTION: THE FOLLOWING IS THE GENERAL SEQUENCE OF THE CONSTRUCTION TO BE FOLLOWED IN ORDER TO PUT THE PROPOSED SEDIMENT EROSION CONTROL MEASURES IN PLACE. 1. THE OWNER SHALL GIVE THE COUNTY INSPECTOR 24 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. STAKE LIMITS OF DISTURBANCE. 3. CONSTRUCT SILT FENCE WHERE INDICATED ON THE PLANS. 4. LIMIT DISTURBANCE TO MINIMUM NECESSARY TO PERFORM CONSTRUCTION AND PROVIDE STABILIZATION FOR DENUDED AREAS AS REQUIRED OR DIRECTED BY THE COUNTY. 5. CONSTRUCT ALL OTHER UNDERGROUND UTILITIES IN ACCORDANCE WITH CONSTRUCTION PLANS. 6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY SEEDING. 7. UPON COMPLETION OF ROUGH GRADING, PROCEED WITH CONSTRUCTION. 8. AFTER CONSTRUCTION AREAS ARE STABILIZED, FINISH GRADE AND SPREAD GRAVEL IN THE SITE AREA. SILT FENCE IS NOT TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 9. MAINTAIN ALL SEDIMENT EROSION CONTROL MEASURES AS IDENTIFIED. ION CONTROL DETAIL NO SCALE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQU ON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SEDIMENT & EROSION CONTROL PLAN SHEET NUMBER IL N Ln P; i 0 n 0 0 N N N J J _ .D a � it L v L0 0 O CV '- c1I 0 i 6 0 CIL I Qf Q i i i U 0 I 6 0 0 N OWNER: JOHN MARKER 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 SITE I.D.: 1475 SITE NAME: OPEQUON APPLICANT: CINGULAR WIRELESS 7150 STANDARD DRIVE HANOVER, MD 21076 SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 COUNTY: FREDERICK LATITUDE: 39' 08' 37.8"N LONGITUDE: 78' 15' 42.8"W PARCEL ID 61—A-117 ZONING JURISDICTION: FREDERICK COUNTY MAGISTERIAL DISTRICT: BACK CREEK ZONING: RA (RURAL AREAS) AREA OF CONSTRUCTION: f 7,060 s<f. ENGINEER: CLOUGH HARBOUR & ASSOCIATES LLP 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CONTACT: WILLIAM L. RUCH III, P.E. PHONE: (804) 897-3564 DRIVING DIRECTIONS FROM STANDARD DRIVE TAKE MD-100 W. MERGE ONTO US-29 N. TAKE 1-70 W. MERGE ONTO US-340 W, EXIT 52. TAKE US-340 S. MERGE ONTO VA-7 W. TAKE 1-81 S. MERGE ONTO US-17 N, EXIT 313B. TURN LT ONTO E JUBAL EARLY DRIVE. TURN LEFT ONTO US-11. TURN RT ONTO CEDAR CREEK GRADE/VA-622. MARKER —MILLER ORCHARD & FARM MRKT IS ON YOUR LT. TOWER SITE BEHIND RT SIDE OF THE FARM MARKET BEHIND THE MAIN HOUSE, UP TO A LANDING BEYOND TREE LINE. THIS PROJECT WILL INSTALL A 120' MONOPOLE WITHIN A FENCED TELECOMMUNICATIONS SITE. NINE ANTENNAS WILL BE ADDED TO THE TOWER. ONE 11'-6"x2O' EQUIPMENT SHELTER WILL BE ADDED TO THE SITE. ASSOCIATED POWER AND TELEPHONE CIRCUITS WILL BE ADDED WITHIN THE SITE. F-I "d F PROJO&OCT a 0 On"AW LAND LOCATION MAP PROJECT CONTACTS COK" REPROWN rw ROB FEISE CONSTRUCTION MANAGER (443) 474-5674 rob.feise0cingular.com JOHN MARKER (540) 622-1391 WIWAM L. RUCH III ASSOCIATE C'110N MANAM (804) 897-3564 wruch@cha-Ilp.com ALLEGHENY POWER ENG. CINDY LANG (540) 722-5866 7ELEPHM CWMY BUD GILL CONSTRUCTION MANAGER (410)-245-9977 bud.gillOcingular.com VERIZON ENG. TERRY RAND (540) 829-2732 SITE PLAN APPROVAL APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR - SITE PLAN APPROVAL VALIP FOR FIVE (5) YEARS FROM DATE SHOWN HENCE. M ( /Z C�V�e�"c -d' n/, IGNATURE DATE INDEX SHEET NO: SHEET TITLE REVISIONDRAWING • TITLE SHEET • • 16 05®. lEXISTING CONDITIONSf" 16 • TOWER ELEVATION & DETAILSSITE DETAILS SEDIMENT & EROSION CONTRL NOTES vmj CUP CONDITIONS 11 [6110, M 91 CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME VA Tm cingular WIRELESS 7150 STANDARD DRIVE, HANOVER MD. 21076 Cmv H -A DRAWING COPYRIGHT © 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGNEEAS, RLANNEFl=- & LANDSCAPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE. SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS I CHK: PSM APP'D: WLR 2 06/16/05 REV PER COUNTY BY: EFK CHK: PSM APP'D: WLR 3t ,le tal> >8a v E3 j� <. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE TITLE SHEET ------------- c -P 0 cingularm1. FIELD SURVEY DATE: MAY 3, 2004 I 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 0 WIRELESS -y OF 1929 (NAV'D 29) ( �C� \ 7150 STANDARD DRIVE. HANOVER MD. 21076 I 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM \ \ OF 1983 (NADi 83) \ I 4. CENTER OF PROPOSED POLE: I \ \ ' LATITUDE: N 39°08'37.85300" \ O Vel �� LONIGI T UDE: W 07a 15'42.67532" iTel GROUND ELEVATION: 945.5' SITE I 5. OWNER: M&M L.P., LLC I 6. APPLICANT: CINGULAR "� \ \ I I I I \ \ 7. JURISDICTION: FREDERICK COUNTY C: 17A � 8. ZONING: RA I DRAWING C0PDYRICFir 9. MAGISTERIAL DISTRICT: BACK CREEK CLOUGH, HARBOUR 0� VICINITY SKETCH N NOT TO SCALE 10. TAX PARCEL. 61-A-1 17 I LANCISCAPE a rECTs I I I 10800 MIDLOTHIAN TURNPIKE, SUITE 303O�11. TITLE REFERENCE: INST. 010017744 RICHMOND, VA 23235 5cl i I cHa PROJECT No: 12. ELEVATIONS AND COORDINATES SHOWN HEREON ARE I DERIVED FROM SUB -METER ACCURACY GPS. 12760 - 1031 - 1601 13. THIS PARCEL APPEARS TO BE LOCATED IN ZONE "C" II AS DEFINED 0"J F.I.R.M. 510063 0175 S, DATED 7-17-78 N0. SUBMITTAL IA THE EXICTEI,IIT`E nc- TI AI girl NO�, i___.TIL/r% tvL_l A114"�` II IL LXIJI LIVILL VI IIDr-%L. AIV✓ IVVIV IIV/'9L 1'VLIL!'IIV V.J I 1 WAS NOT INVESTIGATED DURING THE COURSE OF THIS SURVEY. 1 i II 4 15. PROPERTY LINE INFORMATION SHOWN HEREON IS BASED BY: CHK: APP'D: M&M LP, LLC ON DEEDS AND MAPS CIF REOl1Rll AND TAX MAP INFORM,4TIQN INST# 010017744 THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. THE TAX PARCELL 61-A-116 PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS AND ZONED RA RESTRICTIONS OF RECORD. II (o I IM&M LP. LLC .\�\ GRv INST# 010017744 .\�\ \ I TAX PARCELL 61-A-118 \` 20' ACCESS I \ 10 �� �(� (/I�AD 19sz> ZONED RA `��� EASEMENT S I I M&M LP, LLC \ I I �q O �G \ �� INST# 010017744 \ \ \ \ ,o<9 y,� ��\ TAX PARCELL 61-A-117 I I ZONED RA I \ d®J 72 I I \ r 70 X7Q -LEASE AREA I '3 I Lo i ✓70 x70 LEASE o I G n� / \ (�j 34.74, �„',� AREA C\l/P \\ \ 6 i / \ CENTER PROPOSED 0 I vQ ,' .�� TOWER II �� G��\, �P \v✓i I / IT IS A VIOLATION OF LAIN FOR ANY PERSON, M UNLESS THEY ARE ACTING UNDER THE DIRECTION N I i l TBM:946,68' NAIL IN P/P yr ALTONALTER THIS DOCUMENT. �P I IIIED I \ i 3 l L t � , � / � ( SITE ID: I OD L 0 �' I 1 \ / 1 I( t � V N: 7099691.97 1475 LE ( \ E:11550464.23 SITE NAME: I I / ` OPEQUON O��A o I I `Qy �!� 0Oj << / SITE ADDRESS: r_rII I .�03� UEUAK CNEL �j L)L o J ° I I ,� I WINCHESTER, VA >I /� / 22602 I FREDERICK COUNTY o ��� SHEET TITLE > o I 0' 200' 400' 600' I 0' 50' 100' 150' ROD o I N:7099525.66 0 E:11550307.08 SHEET NUMBER I I LL 1 I I LINE BEARING DISTANCE L1 N 44'43'26" E 7D.D0' L2 S 45'16'34" E 7D.00' L3 L4 S_44'43'26' 1N N 45'16'34" WV w. 7D.00'__ 70.00' L5 S 44'04'D9" W 20D.91' L6 N 55'32'SD" Wtf 133.02' L7 N 3T33'27" WV 52.24' L8 N 13'35'48" E 62.36' L9 N 5D'28'17" E 152.17' L10 N 1$'52'03" E 43.77' L11 N 35'3D'46" W 39.34' L12 N 42'41'd2" W 478.38' L13 N 33'01'17" W 523.67' L14 N 68'04'40" W 78.46' L15 N 3o D4'21 " tiv 542.34' _� ;,, s----.a r ___ c_. L ram, �, _ r.� u � -., ,. � -� i i_.._. _ z 0 O N 0 0 N L0 L0 r� N i U) 3 7p N O V) I _a 2 _ti 0 D CT Q 0 I I J ry I 0 APPROX, MA G' N MAPPING NOTES: APPROX. TRUE N 1. BASEMAP INFORMATION OBTAINED FROM PRINCE WILLIAM COUNTY (PWC) — COMMERCIAL PROPERTY RECORD CARD, ACCOUNT # 51838, AND PWC — GIS COUNTY MAPPER. 2. NORTH ORIENTATION BASED ON NOTE NO. 1 3. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE. 4. SUBJECT TO ANY STATE OF FACTS THAT AN UP—TO—DATE ABSTRACT OF TITLE WOULD DISCLOSE. 5. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD. 6. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE. 7. NOT TO BE USED FOR LAND TRANSACTION PURPOSES. EXISTING CONDITIONS GRAPHIC SCALE 1000 0 500 IN FEET ili om PARENT PARCEL OWNERS: OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-117 CURRENT ZONING: RA PARCEL AREA: 29.00 ACREAGE USE: 5, AGRICULTURAL (UNDEVELOPED) ADJACENT PARCEL OWNERS: DOWNER: EBERT, MICHAEL J 3074 CEDAR CREEK GRADE WINCHESTER, VA 22192 PARCEL ID #: 61-3-1 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES USE: 2, RESIDENTIAL & TONYA M O OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-127 CURRENT ZONING: RA PARCEL AREA: 166.62 ACRES USE: 6, AGRICULTURAL (UNDEVELOPED) OWNER: VESS, STEPHEN L & 3054 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-3-2 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES USE: 2, RESIDENTIAL " D OWNER: BRADFIELD. MARK A 3022 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-3-3 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES USE: 2, RESIDENTIAL OWNER: CATHER, NATALIE J 2980 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-3-4 CURRENT ZONING: RA PARCEL AREA: 5.00 ACRES 2, RESIDENTIAL DOWNER: M & M LP. LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-116 CURRENT ZONING: RA PARCEL AREA: 44.76 ACRES SANDRA S O OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-119 CURRENT ZONING: RA PARCEL AREA: 16.00 ACRES USE: 2, RESIDENTIAL & RHONDA H 10 OWNER: M & M LP. LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-120 CURRENT ZONING: RA PARCEL AREA: 9.92 ACRES USE: 2, RESIDENTIAL USE: 5, AGRICULTURAL (UNDEVELOPED) OWNER: M & M LP, LLP 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-118 CURRENT ZONING: RA PARCEL AREA: 77.50 ACRES USE: 5, AGRICULTURAL (UNDEVELOPED) FOR INFORMATION ONLY 11 OWNER: MARKER, JOHN RALPH JR 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-12A CURRENT ZONING: RA PARCEL AREA: 5.08 ACRES USE: 2, RESIDENTIAL 12 OWNER: FAWCETT, THOMAS L 3178 CEDAR CREEK GRADE WINCHESTER, VA 22602 PARCEL ID #: 61-A-45 CURRENT ZONING: RA PARCEL AREA: 35.99 ACRES USE: 5, AGRICULTURAL (UNDEVELOPED) x cingular TM WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VelociTel I c !!A� DRAWING COPYRIGHT © 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEBF , PLANNPS S LANDSCAPE AACHIJECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS CHK: PSM APP'D: WLR 2 06/16/05 REV PER COUNTY BY: EFK CHK: PSM APP'D: WLR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE EXISTING CONDITIONS SHEET NUMBER S02 r i._�...+ .'mr..✓� �9 '- e_ ♦._Y � , .. S �.J �� r � �J �I i —�__' __ _ 3 - I 4 �_. � '' C_ C � "� tv -F-+ i ^.J � C� �7 __ tS� .-i� I i.J I..r�....,.._... _.... _. ' _-___ i - - _ _. �, 0 N W J 0 a- 0 z 0 0 w V) O n O U_ 0 CL 0 PROPOSED CINGULAR IICEBRIDGE PROPOSED CINGULAR 11 ' 6 "v2O'x10' 6" HIGH EQUIPMENT SHEL TER ----, CO 0 I TOWER NO SCALE VATi PROPOSED S' LIGH TNING ROD 0 PROPOSED CINGULAR RAD CENTER 2 Cs� 120' 0" AGL - FUTURE ANTENNAS AT 110' AGL FUTURE ANTENNAS AT 100' AGL FUTURE ANTENNAS AT 90' AGE PROPOSED 120' MONOPOLE PROPOSED FENCED COMPOUND EXISTING GRADE FUTURE ANTENNA (TYP.) EAC'u SECTOR 3 SECTOR 240' SECTOR 1 0' '' ^' TENNA FRAME QOPOSED PANEL V TENNAS PROPOSED MONOPOLE OR` 2 ANTENNA CONFIGURATION PLAN NO SCALE TOP/CONC. SLAB 6" A.F.G. 3/4" CHAMFER 6" #57 STONE -� 6x6xW2.9/W2.9 W.W.M. CONFORMING TO ASTM A-185 X FINISH GRADE p - - v SUPAC 8 NP -/ POLYFELT TS 600 OR EQUAL 2-#5 CONTINUOUS LAP SPLICE 2'--6" AS REQ'D. NOTE: FOOTING SHALL BEAR ON SOILS APPROVED FOR 3000 PSF ALLOWABLE BEARING PRESSURE 6" THICK CONC. SLAB OVER 5 MIL POLY VAPOR BARRIER v p \ 8 CRUSHED ROCK p 1,_6» 3 FOUNDATION NO SCALE CONCRETE FOUNDATION SECTION cingular'll WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 Velo Cl0 Tel C H A. DRAWING DRAWING COPYRIGHT © 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEEF15, PLANNEP� S. LANDSCAPE ARCH FF=S 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND. VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 NO. SUBMITTAL 1 03/24/051 SITE PLAN REVIEW BY: DSS CHK: PSM APPD.- WLR 2 106/16/051 REV PER COUNTY BY: EFK CHK: PSM TPP'D: W L R r' I29162 4 a IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE TOWER ELEVATION & DETAILS SHEET NUMBER CO2 4 C s 0 O Lo 0 0 N N i N 3 rfi 0 0 I y 0 0 6 Q 0 I I J 0 U 0 I 0 cn CD CV HEAVY PRESSED — STEEL BARBED WIRE OUT RIGGER ARM N rl 6" —� 8'-0" (TYP) 2"x2" — 9 GA. FENCE FABRIC 2" INTERMEDIATE POST — 1 /2" CROWN FOR DRAINAGE 10" DIA. CONCRETE FOOTING IN SOIL FOR INTERMEDIATE POSTS 12' STANDARD OR PER SITE PLAN GATE OPENING 12'-0" (VERIFY WITH SITE PLAN) 1-1 /4" GATE FRAME BRAIDED COPPER GROUND STRAP, 2 PL i� •a- 12" DIAM. CONCRETE FOOTING IN SOIL FOR GATE AND CORNER POSTS HEAVY-DUTY GALV. LOCKABLE, DOUBLE GATE LATCH 5/8" DIAM. LATCH ROD �-3/8" DIAM. TRUSS ROD WITH TURNBUCKLE AT I\ GATE ONLY i=1 11= 1" GAP BETWEEN FINISH GRADE AND BOTTOM OF GATE 6" DIAM. BY 18" DEEP CONC. FOOTING WITH 1-1 /4" PIPE SLEEVE, 6" L CHAIN LINK FENCE AND ACCESS GATE NO SCALE 6" COMPACTED GRAVEL `° 0 I 1 /4" /FT, TYP. l SLOPE VARIES - _ •' _ _ _ OQ� _ ACCESS ROAD CROSS SECTION NO SCALE SLOPE VARIES ORDINARY BORROW BACKFILL 3 STRANDS OF 4-POINT BARBED WIRE 1-1 /4" TOP RAIL 2-1 /2" GATE POST NO GAP BETWEEN FINISH GRADE AND FENCE FABRIC — #7 GA. TENSION WIRE, CONTINUOUS - LEDGE cn w _ - �•a 4• ALTERNATE FOOTING IN LEDGE (SEE NOTE 1) 2-1/2" CORNER POST 3/ 16" x 3/4" STRETCHER BAR AT CORNER AND GATE POSTS FENCE NOTES 1. ALTERNATE FOOTINGS FOR ALL FENCE POSTS IN LEDGE: IF LEDGE IS ENCOUNTERED AT GRADE, OR AT A DEPTH SHALLOWER THAN 3'-6", CORE DRILL AN 8" DIA HOLE 18" INTO THE LEDGE. CENTER POST IN THE HOLE AND FILL WITH CONCRETE OR GROUT. IF LEDGE IS BELOW FINISH GRADE, COAT BACKFILLED SECTION OF POST WITH COAL TAR, AND BACKFILL WITH WELL —DRAINING GRAVEL. 2. ATTACH EACH GATE WITH 1-1/2 PAIR OF NON —LIFT—OFF TYPE, MALLEABLE IRON OR FORGING, PIN —TYPE HINGES. ASSEMBLIES SHALL ALLOW FOR 180' OF GATE TRAVEL. 'D GRADE }C cingular Tu WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 Velo Clm Tel DRAWING COPYRIGHT Q 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEER, PLANNE3zG E. LANDSCAPE AF�CI-ill=TS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 - 1031 - 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS CHK: PSM APP'D: WLR FT I I I I I moo*tt'-:�q p' 4"31 F • _ :i IiI > �1' � � 4 7A� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQU ON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE SITE DETAILS SHEET NUMBER CO3 1 _ __ I _ _ _ _ _ _ _ __ PROJECT NARRATIVE: 1. PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN EQUIPMENT SHELTER ON CONCRETE PAD, A 120' MONOPOLE, UNDERGROUND UTILITY TRENCHES, AND MISCELLANEOUS UTILITY CONNECTIONS TO THE METER BOARD AND TOWER. TOTAL DISTURBED AREA = 7,060 S.F. 2. EXISTING SITE CONDITIONS: THE SITE CONSISTS OF AGRICULTURAL LAND. THE SITE IS BOUNDED TO THE NORTHWEST BY WOODS, TO THE NORTHEAST AND SOUTHWEST BY AN OPEN FIELD AND TO THE SOUTHEAST BY AN APPLE ORCHARD. NO CLEARING OF TREES WILL BE REQUIRED FOR THE ACCESS ROAD OR THE SITE. THE ACCESS ROAD WILL ENTER THE SITE FROM THE SOUTHWEST ACROSS THE OPEN FIELD. 3 ADJACENT AREAS: ADJACENT AREAS CONSIST OF RURAL LAND WITHIN FREDERICK COUNTY, 4 OFF —SITE AREAS: NO OFF —SITE AREAS EXIST. 5. U SOI LS: DUE TO THE SMALL AREA OF DISTURBANCE, SOILS INFORMATION IS NOT CRITICAL IN THIS PROJECT. SOILS INFORMATION WILL BE DETERMINED IN THE GEOTECHNICAL INVESTIGATION REQUIRED FOR FOUNDATION DESIGN. 6. CRITICAL AREAS: THERE ARE NO AREAS WITHIN THE PROJECT SITE THAT HAVE POTENTIAL FOR SERIOUS EROSION. THE SITE IS GENERALLY FLAT. MINIMAL GRADING IS ANTICIPATED. 7. EROSION AND SEDIMENT CONTROL MEASURE: A SILT FENCE WILL BE THE PRINCIPAL E&SC MEASURE ON THE SITE. OTHER MEASURES MAY BE TAKEN BY THE CONTRACTOR OR DIRECTED BY FREDERICK COUNTY IF UNFORSEEN CONDITIONS DEVELOP. A. CONSTRUCTION PRACTICES: SILT FENCE BARRIER — 3.05 SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT —LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION WILL OCCUR PRIOR TO ANY LAND DISTURBANCE. B. VEGETATIVE PRACTICES: TEMPORARY SEEDING — 3.31 R ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED, AND SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK. C. MANAGEMENT STRATEGIES: 1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE ABSOLUTELY NECESSARY. 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME. NEW CONSTRUCTION SHALL BE COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIVITY. 4. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. ALL STABILIZATION SHALL BE IN ACCORDANCE WITH E&S HANDBOOK AND SHALL BE APPROVED BY THE COUNTY. 5. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION EROSION AND SEDIMENT CONTROL PRACTICES. 7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED. NO E&S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY INSPECTOR. O X cingular Im WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 A Tk lvmnvHA, DRAWING COPYRIGHT CQ 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENOWEERS, PL_ANNEF=G 6 LANDSCAPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE. SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 - 1031 - 1601 NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS CHK: PSM APP'D: WLR FT IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQU ON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA • FREDERICK COUNTY SHEET TITLE l � � �. C �`� �._-----. _ _-- i �- _____ _ t , i 9 � 1 �,...�._-- APFRW_ N 5 n N Ln 0 L0 0 0 N L0 N co 3 L7 U I v c 0 2 0 6 Q 0 ! I ry I 0 0 I 0 I 0 N i 7 APPROX TRUE N S� ZSED 12' WDE ?0' LONG GRA VEL >S ROAD S s 2 PROPOSED - S/L T FENCE PROPOSED TRANSFORMER QED I M EN T < S V1 PROPOSED CINGULAR II' 6"x2O'x10 -6" HIGH EOUIPMENT SHEL TER ON CONCRETE FOUNDA T/ON S 1 S FUTURE CARRIER L — — — —� FUTURE CARRIER L_ — PROPOSED CINGULAR 120' MONOPOLE" F — — — FUTURE CARRIER L- — — — a PROPOSED CINGULAR PROPOSED 70'-0"x70'-0" BA CKBOARD WI TH FENCED COMPOUND 400A METER AND 400A DISCONNECT (FUSED FOR JOOA) EROSION CONTROL PLAN 0 BASEMAP NOTES: GRAPHIC SCALE 20 0 10 20 IN FEET SCALE: 1" = 20'-0" 1. BASEMAP INFORMATION OBTAINED FROM A MARCH 4, 2004 SITE VISIT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. SEQUENCE OF CONSTRUCTION: CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) ■ cingular 7m WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH mi UPSLOPE ALONG THE LINE Veloc 6' I ! 'Tel OF STAKES. i MAX.'! ,� ! cm w DRAWING COPYRIGHT 2004 ./ FLOW I // CLOUGH, HARBOUR & ASSOCIATES LLP I I ENOIN EEPS. P LAND s L4NCDGCAPE ARCHFFECTS - I 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT cr-iA PROJECT No: TO STAKES AND EXTEND IT INTO THE TRENCH. THE EXCAVATED SOIL. 12760 - 1 031 - 1601 11T7AV►A�A�A�i7A/AV V V ►�►/{ II�giIO�gI_�I ���� FA AV `����gAgL%�IOAq�gI ►\qd IAgG7►pU_q/ I,�►1i �p1 L�\�I►���/�7i!/A70AgAgi7A� ►�/�1 MAVATATAVAI 1i10 ►gAgA 5 �AgAgjgL'IA. lr�N ►qA10AVAqAf GITV ►gAgA •aV1TAfANIAAgAei►I0A41'A�t IOAgA�IAgAgi PAS 1 rO T r gAgOAq� rA�d IAgAgAgAqOt IA�i1►.qAq 'V'//�6�.��AT4L A AZ I AF �gOGIAgA�A� 1�A1:1 \gAgls "��gAgA�s�atl UA1/.�/AgAgd LA►�/ -AqA ����/►gApA�AgAqAqrlAqAqAq6'/AqI !rGi IAsO - LgAwA!ACALgA�/AG ��rl ►A�Aq PQ v�rirAgwA�oA����sOiq� ����r \LqG 'rIT VATAVAMAVATAgt VAX If ►AVAq 7AgAgAS:a� IALG ►Aq0 �'i►�:'kIA���.1gAgAqq �arA�i "'�' p.►gA�I��A�A rAs.'MAr MATAVARCINVAII 1, SHEET • INSTALLATION PERSPECTIVE MAX POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION ( FRONT ELEVATION ) 2 1 EROSION CON - NO SCALE THE FOLLOWING IS THE GENERAL SEQUENCE OF THE CONSTRUCTION TO BE FOLLOWED IN ORDER TO PUT THE PROPOSED SEDIMENT EROSION CONTROL MEASURES IN PLACE. 1. THE OWNER SHALL GIVE THE COUNTY INSPECTOR 24 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. STAKE LIMITS OF DISTURBANCE. 3. CONSTRUCT SILT FENCE WHERE INDICATED ON THE PLANS. 4. LIMIT DISTURBANCE TO MINIMUM NECESSARY TO PERFORM CONSTRUCTION AND PROVIDE STABILIZATION FOR DENUDED AREAS AS REQUIRED OR DIRECTED BY THE COUNTY. 5. CONSTRUCT ALL OTHER UNDERGROUND UTILITIES IN ACCORDANCE WITH CONSTRUCTION PLANS. 6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY SEEDING. 7. UPON COMPLETION OF ROUGH GRADING, PROCEED WITH CONSTRUCTION. 8. AFTER CONSTRUCTION AREAS ARE STABILIZED, FINISH GRADE AND SPREAD GRAVEL IN THE SITE AREA. SILT FENCE IS NOT TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 9. MAINTAIN ALL SEDIMENT EROSION CONTROL MEASURES AS IDENTIFIED. OL DETAI NO. SUBMITTAL 1 03/24/05 SITE PLAN REVIEW BY: DSS CHK: PSM FAPP'D: WLR [72T06/16/05 REV PER COUNTY BY: EFK CHK: PSM APP'D: WLR _F IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TIRE SEDIMENT & EROSION CONTROL PLAN SHEET NUMBER C05 -_ -- -- - -- - -, --- ___ _ _ -1 T COUNTY of FREDJERICK Department of Planning and Development 540/665-5651 FAX: 5401665-6395 March 7, 2005 Cingular Wireless Attn: Tim Stakes 7150 Standard Drive Hanover, MD 21076 RE: CUP #01-05 of Cingular Wireless — M&M LP, LLP Property Identification Number 61-A-117 Dear Mr. Stakes: This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting on February 23, 2005. Your Conditional Use Permit #01-05 for a 120-Foot Monopole -Commercial Telecommunications Facility-, was approved with the following conditions: l , All Frederick County Zoning Ordinance requirements and review agency comments shall be addressed and complied with at all tunes. 2. The tower shall be available for co -locating personal wireless services providers. 3. A minor site plan shall be approved by Frederick County. 4. The tower shall be removed by the applicant or property owner within twelve (12) months of abandonment of operation. 5. In the event a telecoM' munications tower is not erected within twelve (12) months of the approval of this Conditional Use Permit, than the CUP will be deemed invalid. 6. A certified Virginia engineer shall provide verification that the tower is designed, and will be constructed, in a manner that, should the tower collapse for any reason, the collapsed tower will be contained in an area around the tower, with a radius equal to or lesser than the setback, measured from the center line of the base of the tower. If you have any questions regarding this action, please feel free to call this office. Sincerely, Mar R. Cheran Zoning and Subdivision Administrator Zvi RClbad cc: John Marker, 3035 Cedar Creek Grade, Winchester, VA 22602 Barbara E. Van Osten, Board of Supervisors, Back Creek District Cordell Watt and Greg Unger, Back Creek Planning Commissioners Jane Anderson, Real Estate 107 North Kent Street, Suite 202 * Winchester, Virginia 22601-5000 x cingular TU WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VelOciTel CH IA DRAWING COPYRIGHT CQ 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEEPES. PLANNF=G s LANE=APE AACHIT=FS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1031 — 1601 N0. SUBMITTAL 1 06/16/05 1 REV PER COUNTY BY: EFK CHK: PSM APP'D: WLR F7 -T I _T ���0*0®® Q�y`T op'sL .0 dI n IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1475 SITE NAME: OPEQUON SITE ADDRESS: 3035 CEDAR CREEK GRADE WINCHESTER, VA 22602 FREDERICK COUNTY SHEET TITLE CUP CONDITIONS SHEET NUMBER N j C� a w,b_