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HomeMy WebLinkAbout03-02 Design PlanLOCATION MAP SCALE 1 -4000' SITE DIRECTIONS FROM ROUTE 295 AROUND RICHMOND, TAKE 1-64 WEST TO 1-81 NORTH. FROM 1-81 NORTH TAKE THE VA 37 NORTH EXIT #310 TOWARDS US 50 WEST ROMNEY/US 522 NORTH BERKELEY SPRINGS. TURN LEFT ONTO VA 37 NORTH. TAKE RTE. 522 TOWARD WINCHESTER/BERKELEY SPRINGS. TURN LEFT ONTO US 522 NORTH. SITE IS APPROXIMATELY 5.2 MILES ON THE RIGHT - 4048 NORTH FREDERICK PIKE. ENGINEER'S APPROVAL ■!1��LTH 0p ■■� l CJ DANIEL G. COLEMAN y a NO. 19691 O' L3131CN S GC13C -- ENGINEERS, INC. — = 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 TertonPOS W C R !": 4 4 E HUNTING RIDGE 199' MONOPOLE NOTES 1. THE CONTRACTOR SHALL VERIFY THE ACTUAL FIELD CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL BE REPORTED TO THE TOWFR OWNER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES - 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REQUIREMENTS 4 THE CONTRACTOR SHALL MAINTAIN ACCURATE AND LEGIBLE DOCUMENTATION OF ALL INSTALLATIONS AND SUBMIT TO TOWER OWNER AS "AS BUILT" DRAWINGS. 4048 NORTH FRIEmDERICKPIKE FREDERICF(t.,. COUNTY WINCHESTER,VIRGINIA 22603 HUNTING RIDGE SBA SBA PROPERTIES, INC. ONE TOWN CENTER - 3rd FLOOR BOCA RATON. FLORIDA 33486 Phone: (561) 955-7670 C' Ari' rMl Gf�� 0 12/11/01 ZONING SUBMITTAL RPWDGC No. I Date Issue Description By/Ck'd RITON PCS — WC R 944E UNTING RIDGE — 8097 4048 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 INDEX OF DRAWINGS T-1 TITLE/COVER SHEET L-1 LEGEND AND CONTACT INFORMATION L-2 ABBREVIATIONS AND GENERAL NOTES S-1 SURVEY BOUNDARY & TOPO C-1 LAYOUT PLAN C -1A LAYOUT PLAN CONTINUED C-2 ELEVATION AND ANTENNA SCHEDULE C-3 GRADING PLAN C-4 UTILITY PLAN EC -1 EROSION CONTROL DETAILS D-1 FENCE DETAILS D-2 MISCELLANEOUS DETAILS ISSUE DATE 3 0 w DRAWING TITLE TITLE/COVER SHEET z 0 N DRAWING NUMBER: a z T-1 w I F(r FN n UNDERGROUND ELECTRIC UGT(E) LEGEND cont. UNDERGROUND TELEPHONE THIS IS A GENERAL LEGEND. SOME ITEMS MAY NOT APPLY TO THIS SITE. WL WL WATER LINE EXISTING NEW DESCRIPTION 0DO VERIZON DRAINAGE MANHOLE ATTENTION 4th FLOOR 804-954-6888 CONCRETE AREA IS O SANITARY MANHOLE 0 1P — — LEASE LINE * IRO O IRN IRON ROD 0 CP SERVICES, INC. CALCULATED POINT wv WV UTILITY POLE — — BOUNDARY LINE m m WATER VALVE — — — — — — — — — — — — — EASEMENT LINE ❑ ❑ CATCH BASIN WINCHESTER, VIRGINIA 22601 RIGHT OF WAY _ _ _ _ — _ _ _WANE== STORM DRAIN x x BARBED WIRE FENCECONTOUR _' WINCHESTER, VA 22603 CUSTOMER (TOWER) SBA PROPERTIES, INC. ---� 99.9 -�'� 99.9 CHAIN LINK FENCE CUSTOMER (ANTENNA ATTACHMENT) TRITON PCS CHRIS GILLIS 4880 SADLER ROAD; SUITE 300 GLEN ALLEN, VIRGINIA 23060 804-364-7956 + 99.9 + 99.9 SPOT ELEVATION SF SILT FENCE OHE&T(E) OHE&T OVERHEAD ELECTRIC & TELEPHONE INFILTRATION TRENCH OHE(E) OHE OVERHEAD ELECTRIC GE CONSTRUCTION ENTRANCE OHT(E) CHT OVERHEAD TELEPHONE�I PS F-* PERMANENT SEEDING UGE&T(E) UGE&T UNDERGROUND ELECTRIC & TELEPHONE UGE(E) UGE UNDERGROUND ELECTRIC UGT(E) UGT UNDERGROUND TELEPHONE SAN SAN SANITARY SEWER LINE WL WL WATER LINE NG NG NATURAL GAS LINE TELEPHONE VERIZON GRAVELED AREA ATTENTION 4th FLOOR 804-954-6888 CONCRETE AREA z ASPHALT 0 1P 0IPN IRON PIN * IRO O IRN IRON ROD 0 CP SERVICES, INC. CALCULATED POINT PTP(E) PTP UTILITY POLE DEPARTMENT OF LIGHT POLE ZONING PROJECT BENCHMARK PATRICK T. DAVENPORT 4th FLOOR 540-665-5651 F1 DEVELOPMENT CONCRETE MONUMENT CONTACT INFORMATION REQUIRED LOCATION REQUEST INFORMATION NAME OF CALLER TELEPHONE NUMBER BEST TIME TO CALL STREET ADDRESS START DATE START TIME. WORK BEING DONE BY WORK BEING DONE FOR CALL THREE WORKING DAYS BEFORE YOU DIG VIRGINIA 1-800-552-7001 MISS UTILITY OF VIRGINIA UTILITY NAME CONTACT ADDRESS PHONE ELECTRICITY ALLEGHENY POWER10435 CUSTOMER SERVICE DOWNSVILLE PIKE HAGERSTOWN, MD 21740-1766 800-255-3443 HUNTING RIDGE 8097 3011 HUNGARY SPRING ROAD TELEPHONE VERIZON CUSTOMER SERVICE ATTENTION 4th FLOOR 804-954-6888 FREDERICK COUNTY z RICHMOND, VIRGINIA 23228 CONSTRUCTION SBA NETWORK 4880 SADLER ROAD; SUITE 300 PROJECT MANAGER SERVICES, INC. KEVIN EVERHART GLEN ALLEN, VIRGINIA 23060 423-914-4886 DEPARTMENT OF 107 NORTH KENT STREET ZONING PLANNING AND PATRICK T. DAVENPORT 4th FLOOR 540-665-5651 DEVELOPMENT WINCHESTER, VIRGINIA 22601 NEAREST TELEPHONE JACK IE AND MARIE PROPERTY OWNER 4048 NORTH FREDERICK PIKE 540-678-5548 ROBERTS WINCHESTER, VA 22603 CUSTOMER (TOWER) SBA PROPERTIES, INC. JASON THORNTON 312 EAST 18th STREET 757-274-0056 NORFOLK, VIRGINIA 23517 CUSTOMER (ANTENNA ATTACHMENT) TRITON PCS CHRIS GILLIS 4880 SADLER ROAD; SUITE 300 GLEN ALLEN, VIRGINIA 23060 804-364-7956 SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 3346 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/0 O' BRICN S GCRC ENGINEERS, INC. 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 [2/11/011 ZONING SUBMITTAL DGC No. I Date Issue Description By/Ck'd SITE INFO HUNTING RIDGE 8097 CD 4048 NORTH FREDERICK PIKE 0 WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY z z 0 DRAWING TITLE: 3 LEGEND 0 AND CONTACT INFORMATION DRAWING NUMBER: a z L-1 ABBREVIATIONS GENERAL NOTES: ANDSYMBOLS 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK SBA WITH THE WORK. OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT INTERRUPTED. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS, REMOVE AND A/C AIR CONDITIONING MGR MANAGER DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL ADJADJUSTABLE MIN MINIMUM SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. SONE TOWN CES, ER INC AFF ABOVE FINISH FLOOR MISC MISCELLANEOUS 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE -GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO 3rd FLOOR APPROX APPROXIMATELY N NORTH EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE BOCA RATON, FL 33486 ASTM AMERICAN SOCIETY FOR NA NOT APPLICABLE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE 561-995-7670 TESTING AND MATERIALS NIC NOT IN CONTRACT STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN: AND IT SHALL BE HIS AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, EN GINEER'S APPROVAL BLDG BUILDING OC,o/c ON CENTER CALL 1-800-552-7001. BLK BLOCK OD OUTSIDE DIAMETER BMR 4. THE OWNER CP, OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE BASE MOBILE RADIO OPG OPENING SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FORM THE PLANS WITHOUT THE EXPRESSED APPROVAL B/S BUILDING STANDARD OPP OPPOSITE OF THE OWNER OR OWNER'S REPRESENTATIVE. GLG CEILING PPLYWOOD PRELIMINARY CLR CLEAR PRR PAIR 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS CONC CONCRETE PROJ PROJECT JOB SITE 0U2!NG THE PERFORMANCE OF THIS CONTRACT. CONST CONSTRUCTION PROP PROPERTY NOT FOR CONT CONTINUOUS 6. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD OF PT PRESSURE TREATED CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. DBL DOUBLE REQ'D REQUIRED DIA, 0 DIAMETER RM ROOM 7, THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. DIAG DIAGONAL RD ROUGH OPENING CONSTRUCTION DIM DIMENSION S SOUTH 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS, ON DOWN SHT SHEET INSPECTIONS, CERTIFICATES, ETC. DTL,DETL DETAIL SIM SIMILAR 9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DATE: 12111101 DWG DRAWING SPEC SPECIFICATION DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE REPLACED AT THE CONTRACTOR'S E EAST SQ SQUARE EXPENSE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR. EA EACH SS STAINLESS STEEL EL,ELEV ELEVATION 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA STL STEEL REGULATIONS FOR CONSTRUCTION. ELECT ELECTRICAL STRUCT STRUCTURAL EQ EQUAL SUSP SUSPENDED 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE EQUIP EQUIPMENT SV SHEET VINYL COURSE OF WORK. EW EACH WAY 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S O•pGICNEGCRC EXIST EXISTING THRU THROUGH REPRESENT; T:rE AND THE UTILITY OWNER BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. EXT EXTERIOR TNND TINNED 13. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. _-- ENGINEERS, INC. FIN FINISH TOC TOP OF CONCRETE _ — %SOZ LEE DAVIS RD., STE. 22 FLUOR FLUORESCENT TOM TOP OF MASONRY 14. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE ON THE MECHANICSVILLE, VA. 23111 FLR FLOOR TYP TYPICAL DRAWINGS. FT FOOT UBC UNIFORM BUILDING 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE EQUIPMENT PAD. GA GAUGE CODE GALV GALVANIZE(D) UND UNLESS NOTED GC GENERAL CONTRACTOR OTHERWISE GRND GROUND PROPOSED CONSTRUCTION INCLUDES: VERT VERTICAL GWB GYPSUM WALL BOARD VIF VERIFY IN FIELD 1. THE PROPOSED USE DOES NOT REQUIRE FULL TIME OR PART TIME EMPLOYEES AT THE SITE. GYP BD GYPSUM BOARD 2. PROPOSED CONSTRUCTION INCLUDES: COMMUNICATIONS EQUIPMENT SHELTER ASSOCIATED ELECTRIC EQUIPMENT HARD'WD HARDWOOD VT VINYL TILE MONOPOLE AND ANTENNAS. HORIZ HORIZONTAL W WEST W/ WITH 3. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL HR HOUR MEASURES SHALL BE CONFORMANCE WITH THE VIRGINIA STATE GUIDELINES FOR SOIL EROSION AND SEDIMENT HT HEIGHT WIN WINDOW CONTROL. HVAC HEATING, VENTING & AIR CONDITIONINGWP WATERPROOF 4. FINAL UTILITY ROUTING MAY VARY PENDING UTILITY APPROVAL AND FINAL DESIGN. ID INSIDE DIA. O 2/11/01 ZONING SUBMITTAL RPW DGC IN INCH W/o WITHOUT INFO INFORMATION INSUL. INSULATION ANGLE COUNTY NOTES: No. Date Issue Description By/Ck'd -0 INT INTERIOR & AND 1. NOTIFY COUNTY DEVELOPMENT INSPECTIONS 24 HOURS BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION. SITE INFO LB(S) POUND(S) CL CENTER LINE MAX MAXIMUM FE PROPERTY LINE 2. A CERTIFICATE OF OCCUPANCY/COMPLETION WILL NOT BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED. HUNTING RIDGE MECH MECHANICAL ® AT 3. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC 8097 - MET,MTL METAL # NUMBER VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC. CD MFR MANUFACTURER cl 1 4. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT 4048 NORTH FREDERICK PIKE A REVISION T_1 DETAIL REFERENCE i eof ANY LAND DISTURBANCE. OO WINCHESTER, VIRGINIA 22603 KEY NOTE T 7 ELEVATION REFERENCE 5. SIGNS, LOCATION, NUMBER, AND SIZE ARE NOT APPROVED UNDER THIS PERMIT. A SEPARATE PERMIT IS REQUIRED FOR EACH SIGN. 'YGNA(^E OF A COMMERCIAL NATURE (i.e-, CORPORATE NAMES, ADVERTISING, ETC.) SHALL NOT BE ALLOWED. FREDERICK COUNTY z III 0_0 I ROOM NUMBER 1 SECTION REFERENCE Z T-1 © 6. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY THE COUNTY FOR LAND DISTURBING ACTIVITIES IN j KEYED NOTE WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY O FOR APPROVAL OF ANY SUCH DISTURBANCE. DRAMNG TITLE: a ABBREVIATIONSID N AND GENERAL NOTES DRAWING NUMBER: z L-2 ,�1 \V\�PROPJSEC E45E3/ENT r C ` ACCESS AREA = 0.6J -- ACRES s�1• LINE rABLE' DESIM IDB Fc,\ OIEO@ REF 1 N J5 34'46" E JOB W. 30922 M55 51'10' E \''C�\�i 1/ 173. L'1' N 26 51'17' E 8854' © 2592 53g,5- 29" £ 56.56' \ /�� \ iii ©'N 57 19'JO- E QS 55 30'05' E 49.57' 6546 / / Q N 751 ' E Q 338.83 - E lO/ 55 58'24- E 5 48 36'30' E 7RAJ1 39.87' 125.76' N 36 48W5' E l7 S f 7331' 33192 e N 27 00 E � S 1e 25V' Tom ; s4-98' .y8' y (h.]f ® N 05 26'50' E Q 5 22 27'42" E 50.J7' 50.69' ® N 17 56'50" N 86.39' - ACCESS EASEMENT VIEW Too- 0 IOD zoo scale feet NOTES: 1) SETBA,CP, REOUIREMENTS FRONT: 218' SIDE & REAR- 218' 2) PROPOSED LEASE AREA = 10.000 SO. FT. = 0.23 +/- ACRES PROPOSED ACCESS/UTILITY EASEMENT = 27304.2; SO. FT. - 0.63 +%- AGRES PARENT PARCEL (T.M. 30-A-116) 3) NO TITLE REPORT FURNISHED. 4 0 LOCATION F ANY H UTILITIES 5 OWN ON THIS � P LAT ARE BASED D O D OBSERVATION OF ABOVE GROUNG PHYSICAL I N FIELD S AL EVIDENCE AND IS ONE( APPROXIMATE. ADDITIONAL UNDERGROUND UTILITIES. NOT SHOWN ON THIS PLAT MAY EXIST. 5) HORIZONTAL DATUM IS BASED ON NAD 83 VA. STATE GRID. NORTH ZONE. VERTICAL DATUM IS BASED ON NAVD 88. 6) IRON RODS ARE SET AT LEASE CORNERS OF THE PROPOSED LEASE AREA UNLESS OTHERWISE NOTED- 7) PROPERTY SHOWN IS BASED ON DEEDS OF RECORD AND FOUND MONUMENTATION AND DOES NOT REPRESENT A BOUNDARY SURVEY. 7) SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE C, BASED ON FIRM MAP #51006300506. 8) THIS PLAN IS THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY BURGESS & NIPLE OF THE PROPOSED LEASE AREA., ACCESS AND UTILITY EASEMENT DURING DECEMBER 2001. God 0-700.7' bo M-45,' AREAQ'jj`� o / O.?J A6R 2C COORDINATE FOR 1 'F: • �' ('jw) D >y PROPOSED MONOPOLE '• - 1 p; A2,1 ; LAT. = 39'15'40.8"N T4 :• 6 / LONG. = 7913'46.7'W NORTH= 7142519.4794 (NAD 83) ` • i •' EAST = 11559469.3962 (NAD 83) ,�,�yIr,' / GRND. EL. 884 (NAVD 88),x,'•, ,. t 1 �1F- %'r �0 , GI O n / �KLTIJ fi A z/o-off � 4vN ❑ V RIC D L. ALIN > N .001 06 , /' �fi rA01 EL -897.60' SU04 ^,k ill R-R/a �IRM�LW.�r SITE ENLARGEMENT 40 0 40 80 scale feet METES AND BOUND DESCRIPTIONS Centerline 20' Access and Utility Ec<_ement Commencing from a highway monument round and being the Southeast comer of property owned by JocLie M. Roberts and Marie S. Robert= as recorded in Deed Boob 966 Pay=_ 503 in the clerks office in Frederick. County, Virginia: thence North 89'03'01 "West. o distance et thence North 71"31'38" West. o distance of 95-05: thence Nortn 5E'38'42'. West. e distance of 289.09 ; thence North 44-51'55' West, a distance of 88.32' to the Point. of Beginning (POB) of the Centerline of Proposed 20' Access and Utility Easernent- Thence from the Point of Beginning North 15'34'46" East, a distance of "5.60: thence North 28'57'17" East, o distance of 88.54'; thence North 5T19'10" East, o distance of 49.57': thence North 74'38'02" East, a distance of 53.47'; thence North 5-"58'24" East, n distance of 39.07; thence North 36'48'25" East, a distance of 73.31': thence North '✓'-00'2a" East, a distance of 6496'; thence North 05'26'50" East. a distance of 50.37-: thenc<_ ftort" i 56'50" West, a distance of 86.39'; thence North 55'51'10' East. a distance or 25.92"; thence South .19'45'29" East, a distance of 56.58'; thence South 6"30'0`•" East, a distance of 63.46': thence South 33'05'30' East, a distance of 38.83'; thence South 48"36'30 East.:o distan, e of 125.76'; thence South 3637'22" East, a distance of 211.49'; thence South 1725'26' We31. a distance of 81-58'. thence South, 22'27'42" East, a distance of 50.69. Containing 0.63Acres, more or iess, which includes o 20' by 30' turnaround adjacent to the southeriv line o` the aforesaid 20'Access and Utility Easement and the northerly line of the Proposed TO(!' by 100' Lease Area. Lease Area Commencing at the Point of Beginning, said point being at the terminus point of the aforesaid Proposed 20' Access and Utility Easement; thence North 67'32'16" East, a distance of 40.0' to a point; thence South 22'27'42" East, a distance of 100.00* to a point; thence South 6732"18"West, o distance of 100.00' to a point; thence North 22'27'42 West, o distance of 100.07 to a point; thence North 67'32'18" East, a distance of 60.00' to the Point of Beginning - Containing 0.23 Acres, more or less. am o7" JAY F.BROWN & ROBIN BTROXELL OB 754 PC 7767 ; DR.. 750 PG 26) TA/JO-A-777 i ZON/NG-RA i i i ✓AC/OE M.ROM-RTS & MARIE SROBERTS W6.107 PG 1109 (09 966 P6:50J) Tdl JO -A-116 ZON/N6'R4 NLYN/TY A9P 1' = 2000' AREA - 99.98± ACRES (TAX ACCESSOR) rl) NW--PRLPOSEP TV' V"' ACCESS 6 UAUfr �gi ��N\ EASE�rEArr r� PROPOSED `N? LEASE AREA 1 255' PROPOSED 195' 70WER / 14/4' L/CMN/AG ROD-' 316' UVtrtALL VItW 200 r, 200 400 stole feet TALBERT F.DeHAl7EN P,',3,35 PL 5?7 T dL 30-A-715 <ON/NC. RA KATHERINE C.✓ONES 06 620 PC.564 T AE30-A-166 ZON/NC.RRA ■E ■■ u W Q W Q1 � 0 v 0 w W QL W W 0 83 Z U Q W o W m aW W 0 J AlW- nFC 7 1!101 SCALE: AS SHOWN - DESIM IDB MAMH:MWB OIEO@ REF 11CHEOU fiLF- JOB W. 30922 P.R. N0.: SHEET 1 OF 1 RLE NO.: 30922 -COMP PROPOSED 199' MONOPOLE IRUE NORTH o --- ---- FUJUR,E GENUA ,C, - -- - ---- 1_9TURE,GENERATOR,RhC ------------ 'FUT,URE.EP-GA��/T'ANK,—• -- p� --\R��____---------_ - ---- \ 1P Off. , SRS ��PM,ENS o, - - - 0 - -------- --- �- - - 0 ll Q a� - z�, ---------- A Q_ C %SRE \RN cPpoq �� o mo_ y°qr\\ 010y\A�4 c O` 9o'�FiPd oy PROPOSED METER -RACK Q O ------------------ ---- �� 3"CLEARANCE _ �_0 °F 0 - ------- PRbPM'-D o / / PROPOSED -12'_ WIDE DOUBLE -- - ------------------ 00 __ --- - A� 00 SFyC,PSFQ / ,' oz oG,p ocss �oF �F FSS CONTRACTOR TO MATCH PROPOSED ACCESS ROAD TO EXISTING GRAVEL DRIVE �j / SWING-%.GATE,(SEE PAGE,0=1_ _ - \�N __- – – _ -- - - 865 ---- -- - - -" . -PROPOSED 8' -CHAIN U NK -- _FENCE W/ 3STRANDS-BARBED - ------- _ __ 86060- "__ --__ WIRE_(SEE PAGED 1) --. - – PROPOSED -100'_x100' SBA LEASE -----: -"-- -AREA _WITH -80'x80' -FENCED "GRAVEL - COMPOUND=-C_bI4USHEII-- AGGREGATE_(SEE PAGE D-2) FOR CONTINUATION, —� SEE SHEET C -1A 1i 0 j C 0 12111101 ZONING SUBMITTAL RPWDGC No. Date Issue Description By/Ck'd SITE INFO c� NTING RIDGE o i C) z z z 0 N / CD In N N 0 M d 0 0 CJ a Z J SBAIN SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/0 O' BRICN E GCRC ENGINEERS, INC. 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 1. 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. 2. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 3. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES. 8097 4048 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY TITLE: LAYOUT PLAN (MONOPOLE) 50 0 50 100 DRAWING NUMBER: 1 "=50' C_� FOR CONTINUATION, SEE SHEET C-1 TRUE NrRTH / / / / / 1. 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. 2. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 3. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES. SBAIN C-1 A SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/01 O'BRIEN 6 GERE ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 [12/11/011 ZONING SUBMITTAL '� c( o. Date i� By/Ck'd 1. 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. 2. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR. 3. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES. SBAIN C-1 A SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/01 O'BRIEN 6 GERE ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 [12/11/011 ZONING SUBMITTAL '� c( o. Date Issue Description By/Ck'd ITE INFO 0 0 HUNTING RIDGE o 8097 4048 NORTH FREDERICK PIKE i WINCHESTER, VIRGINIA 22603 i FREDERICK COUNTY Z 0 i RAWING TITLE: LAYOUT PLAN 0 (MONOPOLE) CONTINUED o � Z J 50 0 50 100 IDRAWNG NUMBER: 1 "= 50' I TRITON w I_ �z �z D 155' Ll F_ TOWER ELEVATION SCALE: 1"=10' 195' RAD CENTER TRITON PCS 6 — DAPA 58210 ANTENNAE WITH COAX SIZE = 1 5/8" AZIMUTH: 0'. 120'. 240' PROPOSED 199.0' MONOPOLE PROPOSED MONOPOLE TOWER FOUNDATION SECTOR A SECTOR B SECTOR C ANTENNA SCHEDULE STATUS AND QUANTITY AZIMUTH ANTENNA TYPE DOWNTILT ANTENNA HEIGHT NUMBER OF CABLES COAXIAL CABLE 2 130° DAPA 58210 2' 195' 2 1-5/8" 0 N WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY Z 2 220' DAPA 58210 2° 195' 2 1-5/8" DRAWING TITLE: 3 ELEVATION 0 N AND 2 310` DAPA 58210 2° 195' 2 1-5/8" O 1O 2 0 a DRAWING NUMBER:10 C-2 W MONOPOLE TOWER ANTENNA PLATFORM SHOWN FOR INFORMATION PURPOSES ONLY. ANTENNA PLATFORM PROVIDED BY TENANT - PROPOSED ANTENNA ORIENTATION N.T.S. 1 "=10' SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/01 O' BRICN 6 GCRC ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE. VA. 23111 0 [12/11/011 ZONING SUBMITTAL IGC No. I Date I Issue Description I By/Ck'd SITE INFO C) 3 HUNTING RIDGE 0 0) 8097 0 4048 NORTH FREDERICK PIKE 0 N WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY Z Z 0 DRAWING TITLE: 3 ELEVATION 0 N AND ANTENNA SCHEDULE <r o O 1O 2 0 a DRAWING NUMBER:10 C-2 W TRUE NORTH 0 01 CONSTRUCTION ENTRANCE (SEE PAGE EC -1) sos� � CE O �— .0 / - ' IRN ----- ----- -- -'0------------------ ------------ i, ,PC y q -c IRN Q o N� - - —`: O _ - - --------------- ..�_ .:..: IRN- 7, -- \1 �; _ �= - - - RI _ - _T.00C� 884 0,, -6 r ---- ----- ---------_------ - -/ ----- --- -SILT-FENCE-{T _ iRN- — '- — -- _. , _----------------------- PAGE-EC=>}-; ----- -- ---- --- -� AOPOSED-80'x80'- A- -------------- ------- ----- __ � -COMPOUND--.. ------- --------------- 4f --- ---------------_-ACRE - CRUSNEI3 AGGREGATE : ---------- --- r - _ (SEE_ PA0c lD -- ------ ---'-- - -- --- - -- -- - ---- -- ESTIMATED VOLUMES CUT xxx Cu YD FILL xxx CU YD NET xxx CU YD CUT/FILL 1. ALL ELEVATIONS ARE EXISTING GRADE. FINISHED GRADE WILL BE DETERMINED PRIOR TO CONSTRUCTION. 2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND GRAVEL ACCESS ROAD. USE TYPAR 3401 OR EQUIVALENT. 50 0 50 100 1 "=50' SBASH SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 1211110 O' BRICN 6 GERE ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 2/11/01 ZONING SUBMITTAL RPWDGC No. I Date Issue Description By/Ck'd SITE INFO o 0 HUNTING RIDGE 8097 4048 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY z z 0 DRAWING TITLE: a GRADING PLAN (MONOPOLE) DRAWING NUMBER: Z C-3 IRN SBA SBA PROPERTIES, INC_ ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33466 561-995-7670 FNGINFFR'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/01 O' QRICN 5 GCRC ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE. VA. 23111 0 12/11/01 ZONING SUBMITTAL o. 1 Date Issue Description TE INFO HUNTING RIDGE 8097 4048 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY F. DRAWING TITLE: UTILITY PLAN (MONOPOLE) 1 00 DRAWING NUMBER: 1 "= 50' C_4 By/Ck'd 0 3 0 0 I I i 0 z Z 0 N 0 / N 0 s 0 w Q Z J 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT D MEN7 CONTRO L HANDBOOK AND VIRGINIA REGULATIONS 4VAC50- 30 EROSION AND SEDIMENT E T CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY SHALL BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS A FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES_ 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER. FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE, 11. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED OR RESERVED FOR BMP. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 12. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 13. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 14. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON -ERODIBLE COVER MATERIALS. 15. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN A SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 16. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SHALL BE MET. 17. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 18. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: SEEDING NOTES: 1. TEMPORARY NU PO ARY SEEDING, SPEC. 3.31: ALL DENUDED AREAS OR AREAS i0 BE GRADED DURING THE CONSTRUCTION PHASES AND NOT TO BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS SHALL RECEIVE TEMPORARY SEEDING WITHIN 7 DAYS OF COMPLETING INITIAL EARTHWORK. TEMPORARY SEEDING SHALL ALSO BE USED TO STABILIZE FINISHED GRADED AREAS IF THE TIME OF YEAR IS OUTSIDE THE PERMANENT SEEDING PERIODS. 2. PERMANENT SEEDING, SPEC. 3.32: APPLY IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, THIRD EDITION. 50' MIN. EXISTING PAVEMENT I qI -5:1 J FILTER CLOTH - 6" MINI Al MOUNTABLE BERM /SIDE (OPTIONAL) ELEVATION EXISTING GROUND 50' MIN. T 10' MIN, I I i 12' MIN* f i EXISTING _ 111\ PAVEMENT VDOT #1 10' MIN. COURSE AGGREGATE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. PLAN VIEW S. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 12' MIN. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS 3" MIN. OR OFF-SITE PROPERTY. _ - D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSIONII�I=�_ 3" MIN. AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. FILTER CLOTHS CROSS SECTION 19. WHERE CONSTRUCTION VEHICLE ASSESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SILT FENCE NOTES: 1. CONSTRUCT THE SILT FENCE OF FABRIC PER VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, THIRD EDITION. 2. SILT FENCE HEIGHT SHALL BE A MINIMUM OF 2.5 FEET ABOVE GROUND HEIGHT. 3. CONSTRUCT SILT FENCE OF A CONTINUOUS ROLL CUT THE LENGTH OF THE BARRIER TO AVOID JOINTS. FABRIC TO BE FASTENED SECURELY TO FENCE POSTS WITH 1 INCH STAPLES OR TIE WIRES. 4. SUPPORT FABRIC WITH WOVEN WIRE MESH 14.5 GAUGE, 6" MAX. MESH OPENING. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH 1 INCH STAPLES, NAILS OR TIE WIRES. 5. POST FOR SILT FENCE SHALL BE 2"x4" OR 3" DIA. SOFTWOOD. MINIMUM LENGTH SHALL BE 4 FEET, WITH MINIMUM OF 1.5 FEET BURIED. FENCE POST SPACING SHALL NOT EXCEED 6 FEET O.C. 6. EXCAVATE A TRENCH APPROXIMATELY 2 INCHES WIDE AND 6 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UP SLOPE FROM THE BARRIER. BACK FILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER THE FILTER FABRIC. 7. DO NOT ATTACH HLTER FABRIC TO EXISTING FENCES, TREES, ETC. B. REMOVE FENCING FOLLOWING STABILIZATION OF SLOPES AND ALL DISTURBED AREAS. STONE CONSTRUCTION ENTRANCE NOT TO SCALE 1. SET THE STAKES. I 6�MAx. FLOW Will - 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND R INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. I w FLOW/ rte-'/ %''111TH= SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FLOW A P A \�\ willill-alF5 POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGE INSTALLATION (FRONT ELFVATI N SOURCE: Adapted from Installation of Straw and Fabric Flter Barriers for Sediment Control,VA. DSWC CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) NOT TO SCALE SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/0 W ORICN G GCRC ENGINEERS, INC. -= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 12/11/01 ZONING SUBMITTAL ' � , No. Date Issue Description By/Ck'd SITE INFO HUNTING RIDGE 8097 0 4048 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY z Z O N DRAWING TITLE: 3 O SEDIMENT & EROSION cq CONTROL PLAN d c) O DRAWING NUMBER: Q EC -1 W J STRANDS OF BARBED—WIRE 1'-0" 16" 6 MIN FOR GATE POSTS 4" O D & Lf 24 0 FOR GATE POSTS OVER 4" O.D. �I 10'-0" MAXIMUM I 10'-0" MAXIMUM LINE POSTS TO BE EQUALLY CHAIN LINK FENCE N. T. S. CHAIN LINK 3 HORIZONTAL STRANDS FABRIC OF BARBED WIRE If GATE FRAME GATE OPENING ,DIRECTION GATE SWING PLAN JJI X bJ N aF I ELEVATION GRADE LINE 1. 10" GATE KEEPER (TO HOLD GATE OPEN) DROP ROD ASSEMBLY METAL MUSHROOM STOP INSTALL WITH SLOT PARALLEL WITH CLOSED GATES NISHED GRADE CONCRETE 1 1 ■.00u R. GATE LOCK ASSEMBLY 'STYMIELOCK' MULTI LOCKING DEVICE OR APPROVED EQUAL (CALL 888-278-9643) SBA d' SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/01 O' DRICN 6 GCRC ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 7 CA TOP • 1 ti�' .R"e'7,•iyO.:;.•�.O.V I 7TIE WIRES (TYJJ �,m.bti� ma , • 1 I, By/Ck'd AIL 1 I FABRIC;, HUNTING RIDGE 8097 - 0 4048 NORTH FREDERICK PIKE •• WINCHESTER, VIRGINIA 22603 HE WIRE§ Z z 0 N 1 .� • • �k3�.? DRAWING TITLE: e. , FENCE 4" O -D. CORNER. END. DETAILS BOTTOM OF FABRIC s DRAWING NUMBER: OR PULL POST D-1 a W J Ll DIA :.. 1 •.. CONCRETE 16" 6 MIN FOR GATE POSTS 4" O D & Lf 24 0 FOR GATE POSTS OVER 4" O.D. �I 10'-0" MAXIMUM I 10'-0" MAXIMUM LINE POSTS TO BE EQUALLY CHAIN LINK FENCE N. T. S. CHAIN LINK 3 HORIZONTAL STRANDS FABRIC OF BARBED WIRE If GATE FRAME GATE OPENING ,DIRECTION GATE SWING PLAN JJI X bJ N aF I ELEVATION GRADE LINE 1. 10" GATE KEEPER (TO HOLD GATE OPEN) DROP ROD ASSEMBLY METAL MUSHROOM STOP INSTALL WITH SLOT PARALLEL WITH CLOSED GATES NISHED GRADE CONCRETE 1 1 ■.00u R. GATE LOCK ASSEMBLY 'STYMIELOCK' MULTI LOCKING DEVICE OR APPROVED EQUAL (CALL 888-278-9643) SBA d' SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION DATE: 12/11/01 O' DRICN 6 GCRC ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 12/11/01 ZONING SUBMITTAL L�c No- I Date Issue Description By/Ck'd SITE INFO HUNTING RIDGE 8097 4048 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY Z z 0 N DRAWING TITLE: FENCE 0 N DETAILS 0 0 DRAWING NUMBER: D-1 a W J Ll COMPAC 95% OF STANDARD PROCTOR MATCH POINT �. 7 CUT SECTION COMPACT TO SUBGRADE 95% OF STANDARD PROCTOR CRUSHED AGGREGATE DETAIL N.T.S. 11 1" OF x'57 GRAVEL OVERLAY 5" OF COMPACTED CRUSHER RUN BASE TYPAR 3401 OR EQUIVALENT TYPICAL CROWN: 1/2" PER FOOT /6' VARIES I 2 l 6'1 2' 1 FILL SECTION 6" STABILIZED CRUSHED STONE SURFACE. SEE DETAIL THIS SHEET ACCESS DRIVE SECTION N.T.S. MISCELLANEOUS DETAILS MATCH POINT SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL PRELIMINARY NOT FOR CONSTRUCTION (DATE: 12/11/ I O' BRICN 6 GCRC ENGINEERS, INC. 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 0 12/11/01 ZONING SUBMITTAL `�r "" DGC No. I Date Issue Description By/Ck'd SITE INFO HUNTING RIDGE 8097 CD 0 4048 NORTH FREDERICK PIKE N WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY Z Z 0 N DRAWING TITLE: MISCELLANEOUS 0 N DETAILS 0 0 DRAWING NUMBER: D-2 a J