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HomeMy WebLinkAbout01-02 Design PlanCROSS ✓UNCDOW SITE LOCATION MAP SCALE- 1"=4000' SITE DIRECTIONS FROM ROUTE 295 AROUND RICHMOND, TAKE 1-64 WEST TO 1-81. TAKE 1-81 NORTH TO VA 37 EXIT /310 TOWARDS US 50 WEST ROMNEY/US 522 NORTH BERKLEY SPRINGS. MERGE ONTO VA 37. TAKE RTE. 522 TOWARDS WINCHESTER/BERKLEY SPRINGS. TURN LEFT ONTO US 522, SITE WILL BE ON THE RIGHT 8 MILES. ENGINEER'S APPROVAL �r�ALTH op • br � JDAI G. 0 � 0. 97 0~ � i ww I�*L;0NAL 'V'Lax. TrrtonPCS WC R 946E COLD SPRING 199' MONOPOLE NOTES 1 THE CONTRACTOR SHALL VERIFY THE ACTUAL FIELD CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL BE REPORTED TO THE TOWER 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. 6298 NORTH FREDERICKPIKE FREDERICK COUNTY WINCHESTER, VIGINIAR22603 COLD SIRING •, y� •1hwill,• ccEPTEA � q PRO✓E� ITON PCS - WC R 946F LD SPRING - 8098 1298 NORTH FREDERICK PIKE VINCHESTER, 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 do TOPO C-1 LAYOUT PLAN 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 — — — O' BRICN G GCRC n ENGINEERS, INC. SBI -1 ISSUE DATE 3 a o: o DRAWING TITLE _ — = 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 SBA PROPERTIES, INC. ONE TOWN CENTER — 3rd FLOOR BOCA RATON, FLORIDA 33486 Phone_ (561) 995--7670 TITLE/COVER SHEET a i Z 1 12/7/01 FINAL ZONING SUBMITTAL RPW MM O 12/6/01 ZONING SUBMITTAL RPW MM DRAWING NUMBER: T-1 No. Date Issue Description By/Ck-d LEGEND DRAINAGE MANHOLE SILT FENCE THIS IS A GENERAL LEGEND. SOME ITEMS MAY NOT APPLY TO THIS SITE ELECTRICITY OVERHEAD ELECTRIC & TELEPHONE OHE&T DO EXISTING NEW DESCRIPTION OHE OHT(E) CONTOUR O — — — LEASE LINE — UGE&T UNDERGROUND ELECTRIC & TELEPHONE UGE(E) wV — -- BOUNDARY LINE UGT(E) -------------- EASEMENT LINE ❑ SAN RIGHT OF WAY — X X BARBED WIRE FENCE DRAWING TITLE: WATER LINE WL --- 99.9 O O CHAIN LINK FENCE NG --- ZONING + 99.9 LIGHT POLE PROJECT BENCHMARK CONCRETE MONUMENT LEGEND cont. O DRAINAGE MANHOLE SILT FENCE SF OHE&T(E) ELECTRICITY OVERHEAD ELECTRIC & TELEPHONE OHE&T OHE(E) CATCH BASIN OVERHEAD ELECTRIC OHE OHT(E) CONTOUR OVERHEAD TELEPHONE OHT UGE&T(E) — UGE&T UNDERGROUND ELECTRIC & TELEPHONE UGE(E) 6298 NORTH FREDERICK PIKE UNDERGROUND ELECTRIC UGE UGT(E) FREDERICK COUNTY UNDERGROUND TELEPHONE UGT SAN 4880 SADLER ROAD; SUITE 300 SANITARY SEWER LINE SAN WL DRAWING TITLE: WATER LINE WL NG DEPARTMENT OF NATURAL GAS LINE NG --- ZONING GRAVELED AREA PATRICK T. DAVENPORT 4th FLOOR CONCRETE AREA DEVELOPMENT ASPHALT 0 IPO .' 0 IPN IRON PIN Q IRO O IRN IRON ROD 0 CP CALCULATED POINT `Q.)PTP(E) PTP UTILITY POLE LIGHT POLE PROJECT BENCHMARK CONCRETE MONUMENT LEGEND cont. O DRAINAGE MANHOLE O SANITARY MANHOLE WV ELECTRICITY ALLEGHENY POWER10435 WATER VALVE DOWNSVILLE PIKE HAGERSTOWN, MO 21740-1766 CATCH BASIN Issue Description STORM DRAIN SITE INFO CONTOUR 99.9 TELEPHONE f 99.9 SPOT ELEVATION INFILTRATION TRENCH CONSTRUCTION ENTRANCE PERMANENT SEEDING CONTACT INFORMATION REQUIRED LOCATION REQUEST INFORMATION NAME OF CALLER TELEPHONE NUMBER BEST TIME TO CALL COUNTY STREET ADDRESS START DATE START TIME TYPE OF WORK BLASTING ? 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, MO 21740-1766 800-255-3443 Issue Description By/Ck'd SITE INFO 3011 HUNGARY SPRING ROAD COLD SPRING TELEPHONE VERIZON CUSTOMER SERVICE ATTENTION 4th FLOOR 804-954-6888 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 RICHMOND, VIRGINIA 23228 FREDERICK COUNTY CONSTRUCTION SBA NETWORK KEVIN EVERHART 4880 SADLER ROAD; SUITE 300 423-914-4886 PROJECT MANAGER SERVICES, INC. DRAWING TITLE: GLEN ALLEN, VIRGINIA 23060 LEGEND 00 N DEPARTMENT OF 107 NORTH KENT STREET o ZONING PLANNING AND PATRICK T. DAVENPORT 4th FLOOR 540-665-5651 DEVELOPMENT WINCHESTER VIRGINIA 22601 _ NEAREST TELEPHONE GARY AND ROZELLA PROPERTY OWNER 6298 NORTH FREDERICK PIKE CROSS JUNCTION, VA 22625 540-888-3799 FELTNER (TOWER) CUSTOMER TOWER SBA PROPERTIES, INC. JASON THORNTON 312 EAST 18th STREET 757-274-0056 NNOORFOLK, VIRGINIA 23517 CUSTOMER TRITON PCS CHRIS GILLIS 4880 SADLER ROAD; SUITE 300 804-364-7956 (ANTENNA ATTACHMENT) GLEN ALLEN, VIRGINIA 23060 SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON. FL 33486 .61 - 99.5— 7 670 ENGINEER'S APPROVAL �NLTII op On i j(DA EL M&N"-4wt 9697. rx W �%-"TONAL O' BRIEN 6 GERE ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 12171011 FINAL ZONING SUB. MM 0 12/6/01 ZONING SUBMITTAL R MM No. Dote Issue Description By/Ck'd SITE INFO COLD SPRING 8098 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 i FREDERICK COUNTY z z O C' DRAWING TITLE: 3 LEGEND 00 N AND CONTACT INFORMATION o DRAWING NUMBER: Gi a L-1 ABBREVIATIONS AND SYMBOLS A/C AIR CONDITIONING ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR APPROX APPROXIMATELY ASTM AMERICAN SOCIETY FOR UBC TESTING AND MATERIALS AWC AMERICAN WIRE GAUGE BLDG BUILDING BLK BLOCK BMR BASE MOBILE RADIO B/S BUILDING STANDARD CLG CEILING CLR CLEAR CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DIA, 0 DIAMETER DIAG DIAGONAL DIM DIMENSION DN DOWN DTL.DETL DETAIL DWG DRAWING E EAST EA EACH ELELEV ELEVATION ELECT ELECTRICAL EO EQUAL EQUIP EQUIPMENT EW _ EACH WAY EXIST EXISTING EXT EXTERIOR AN FINISH FLUOR FLUORESCENT FLR FLOOR FT FOOT GA GAUGE GALV GALVANIZE(D) GC GENERAL CONTRACTOR GRIND GROUND GWB GYPSUM WALL BOARD GYP BD GYPSUM BOARD HARD'WD HARDWOOD HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTING & AIR CONDITIONING ID INSIDE DIA. IN INCH INFO INFORMATION INSUL INSULATION INT INTERIOR , LB(S) POUND(S) , MAX MAXIMUM MECH MECHANICAL MET.MTL METAL MFR MANUFACTURER 8 REVISION m KEY NOTE ® ROOM NUMBER ® KEYED NOTE MCR MIN MISC N NA NIC NTS OC,O/c OD OPG OPP PLYWD PR PROJ PROP PT REQ'D RM RD S SHT SIM SPEC SQ SS STL STRUCT SUSP SV MANAGER MINIMUM MISCELLANEOUS NORTH NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE PLYWOOD PAIR PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM ROUGH OPENING SOUTH SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STRUCTURAL SUSPENDED SHEET VINYL THRU THROUGH TNND TINNED TOC TOP OF CONCRETE TOM TOP OF MASONRY TYP TYPICAL UBC UNIFORM BUILDING CODE LINO UNLESS NOTED OTHERWISE VERT VERTICAL NF VERIFY IN FIELD Vr VINYL TILE W WEST W/ WITH WIN WINDOW WP WATERPROOF W/0 WITHOUT A ANGLE & AND .� CENTER LINE IT PROPERTY LINE O AT # NUMBER REFERENCE tlDETAIL ELEVATION REFERENCE 1 T-1 SECTION REFERENCE GENERAL NOTES: I. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK 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 DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS 10 A SMOOTH EVEN-TExTURED SURFACE. 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE -GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL 1-800-552-7001. 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL"NOT VARY FORM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR 3-WNER'S REPRESENTATIVE. 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 6. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS. INSPECTIONS, CERTIFICATES, ETC. 9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR. 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA REGULATIONS FOR CONSTRUCTION. 11. CONTRACTOR SHALL. BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS. IS MADE. 13. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 14. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS. 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE EQUIPMENT PAD. PROPOSED CONSTRUCTION INCLUDES: 1. THE PROPOSED USE DOES NOT REQUIRE FULL TIME OR PART TIME EMPLOYEES AT THE SITE. 2. PROPOSED CONSTRUCTION INCLUDES: COMMUNICATIONS EQUIPMENT SHELTER ASSOCIATED ELECTRIC EQUIPMENT MONOPOLE AND ANTENNAS. 3. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE CONFORMANCE WITH THE VIRGINIA STATE GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL 4. FINAL UTILITY ROUTING MAY VARY PENDING UTILITY APPROVAL AND FINAL DESIGN. COUNTY NOTES: 1. NOTIFY COUNTY DEVELOPMENT INSPECTIONS 24 HOURS BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION. 2. A CERTIFICATE OF OCCUPANCY/COMPLETION WILL NOT BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED. 3. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC NEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC. 4- ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE. 5. SIGNS. LOCATION, NUMBER. AND SIZE ARE NOT APPROVED UNDER THIS PERMIT. A SEPARATE PERMIT IS REQUIRED FOR EACH SIGN. SIGNAGE OF A COMMERCIAL NATURE (1.e.. CORPORATE NAMES, ADVERTISING, ETC.) SHALL NOT BE ALLOWED. 6. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY THE COUNTY FOR LAND DISTURBING ACTIVITIES IN WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY SUCH DISTURBANCE. SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL i� ALT H Op DANU G. o� J 4)b jaw; �6 SIGNAL V: O' BRIEN E SERE ENGINEERS, INC. 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 12/7/01 FINAL ZONING SUB. MM 0 12/6/01 ZONING SUBMITTAL RPW MM No. I Date I Issue Description By/Ck'd SITE INFO COLD SPRING 8098 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY NG TITLE: ABBREVIATIONS AND GENERAL NOTES DRAWING NUMBER: L-2 Ao'= AND BOUND DESCR/P7I01VS Ccntenne 20' Access and UNVY Easement Commencing from o Point and beteg the Southwest comer of property owned by Gory A.Feltner and Ro7ella V. Feltner as recorded in Deed Book 622 Page 380 in the cledcs office in Frederick County. {5rginio,' thence Nadi? 7719771Yest, o distance of fO7.22; thence North 46'1632' West, o distance of 498.93' to the Pant of Beginning (POB) of the Centerline of Proposed 20' Access and Utility Easement. Thence from the Point of Beginning South 7024 09' Eost, a distance of 69.57;• thence South 612322" East, a distance of 58.23; thence South 48'0222' East, o distance of 5313;- thence South 64'4021' East, o distance of 48.11; thence South 96'4231 " East, o distance of 49.60; thence North 664553' East, o distance of 93.97 thence North 515323" Eost a distance of 143.20; thence North 6127102' East o distance of 54.04! thence North 733146' Eost, o distance of 74.24;• thence South 883241' East a distance of 64.00'• thence South 67'5804' East, a dstonce of 106.79; thence South 443876' Eost, a distance of 114.20: Containing 0.44 Acres, more or less, which includes a 20' by 30' tumamund adjacent to the southerly tine of the aforesaid 20Access and Utility Easement and the northerly line of the Proposed 100' by 100' Lease Area. Lease Area Commencing at the Point of Beginning, said pant being at the terminus point of the aforesaid Proposed 20' Access and LR/l/ty Easement, thence North 45'21'44' East, a distance of 40.18' to o point, thence South 44:78'16" East o distance of 100.00' to o point thence South 4521 44'West, a distance of 100.00' to a point- thence North 44T8'16' West o distance of 100.00' to o pant- thence North 45'2f 44" East a distance of 59.82' to the Point of Beginning. Containing 0.23 Acres, more or fess. NOTES 1) SEMCX FROM ALL S/DES IS 214. 2) PROPOSED CEASE AREA = 10,OLYl SO FT = 0.23 -F/- ACRES PROPOSED ACCESS/UTIUTY EASEMENT = 19,182 SO FT = 0.44 ,/- ACRE5' PARENT PARCEL (LM 19-A-154) 3) NO TITLE REPORT FURNISHED. 4) LOCATION OF ANY U7I1177ES SHOWN ON THIS PLAT ARE BASED ON REID 06SERVABON OF ABOVE GROUND PHYSICAL EVIDENCE AND /5 ONLY APPROAZ4617E ADDITIONAL UNO£RGROU109 UTILITIES, NOT SHOWN ON THIS PLAT MAY EX15T. 5) HORIZONTAL DATUM IS 8ASED ON NAD 63 IIA. STATE GRID, NORTH ZME. VERTICAL DATUM /5 64SED ON NAVD 88. 6) IRON RODS AR(_ SET AT LEASE CORNERS OF THE PROPOSED LEASE AREA UNLESS 07H MM' NO7E0. 7) PROPERTY SHOWN /S 84SED ON DEEDS OF RECORD ANO FOUND AMWENTA7/0N AND DOES NOT REPRESENT A BOUNDARY SURVEY. 8) SUBJECT PROPER7Y IS LOCATED LN fZ009 ZONE C, BASED ON FIRM MAP Z51006300506 9) THIS PLAN /S THE RESULT OF AN ACRIAZ F/£LD SURVEY PERFORMED BY ^�b BURGESS d- NIPLE OF TH£ PROPOSED LEASE AREA ACCESS AND UTILITY ®" EASLMENT DURING NOVEMBER 2001. Jf ^ 1 "I- Q) P/PE,FD. `t .3 -7'+ k rr? _r T ,,..�, •.\ I , (t, /% JJ r -./' `~•."- _ v� ! I I I / 2'_ "OVRDINA.TE FOR II � , PROPOSED MONOPOLE 1 "_�� - i I I ( LAT- 39. 15'22?"N OL 20'SEP T. / I I N CC) LONG. 'S' 1s'4 s'v ' I TF- 715876.5356 (NAD 83) EAST = 11544345.6,RC,J (tJ vD ��poj'i GkND. EL = 81_,(YJAbD •53; .00 _O • v %\�%IIGR 7 L I t 1%.- r ,,_ r j/ r .' (��„i 140.00' / 5 er SL7 IT •' r � ` Z 1 ' , i7UE: NORUI � � , r , / r � I Jr ; , , r � � / � , '; / \ f ,' •t. / r" r . .' I cad ST r JI J r }E� 1P"r' 7[I�p•Si .�� y` 1 \cad • 2ND FRAME J r l c` 11 J 1 1 1 r f t ,, . i .;:7 HOUSE 1 / i r}�; t V rt � V GARYA_FELTNER & ROZELLA VFE/LT/R 7''i i \;'`,+•+1r1,+'+;.� -rl` ''s TAX A941Y 19-A-154 D6.622 PC 380 j S/7'1 5L 0 H/ U/p 30 O 30 60 wwj scale feet ICH L. FRAL IN> No. 001906 1 v, SURVII 0'0807" V - 1 GARY A. FEL TNER & ROZELLA VFEL TNER TAX MAPS 19 A-159 0. S. 757 PC 626 RA - ZONING 50 Y/C/NL7Y MAP I' =.?"' 147091W LYNN PANTEL/AS &\ 10ENNIS N. PANTELIAS,et a/ \ TAX MAPS 19A -15C /06.757 PG. 1220 RA - ZON/NC�,gNnrrrn , 19 � irGARY A. FEL TNER & ROZELLA VFELTNER I' --=�; TAX MAP,e 19-A-158 D.B. 757 PG. 626 RA - ZONING • PROPOSED ACCESS•,- $ A 2. U7Z1TY EASEMENT az/ G ��-� �k+- GARY A.FELTNER & ., '') r `• � ;N� A% ROZELLA V.FELTNER TAX MAPfj' 19-A-158 r MAW zn• "^ � pp D.B. 757 PG. 626 / •, R4 - ZONING 7,; AMA `��`. 1 PROPOSED 795' TOWER :,;, W/ 4' UCH7N/NC ROD PP 4o3GARYA.FELTNER & ROZELLA V. FELTNER h/ ' TAX MAPI 19-A-754 k� DB. 622 PC 360 j CENTERLINE TA&E•`•,� 4 19 RJ 53 -ZONING ORES 13 o,z��7v . © S 702409' E Qi N 515323 £ h/ 69.57' 143.20' (� S 672322" E (a N 612707' E 58-2J' 54.04' IGARY A.FELTNER & (3 S 4870222 E N 73'31'46' E 5313' 74.24'x, j ROZELLA V.FELTNER (� S 64'4021' E S 68'3241 "E. _ -TAX M40-/ 19A-150 48.11' 64.00' `-\ D 757 PG. 526 (.9u S 86.4237" E1© S 67.5804' f- 49.60 ' 49.60' 106.79'"'- i� N 66'4553' E Q S 443816" E \' 93.97' 17420' OWRALZ KEW - 100 0 100 200 scale feet Ri ATE: DEG. �, 2LxD1 SCALE: AS SHO`tTl CHECK: P.R NO.: SHEET 1 OF 1 FILE NO.: X0921 _BA i� cl, O U 131 5 / ,R41Nfff1D ESMT f - - ��� Ld i - W U2) q GARY A. FEL TNER & ROZEL LA V. FEL TNER I PP TAX MAPF 19—A-75,9 Q PECON69050 0 W \ \ PP / �I ( - /SBA 1 SBA PROPERTIES, INC. j+ I ONE TOWN CENTER U �p 9 3rd FLOOR BOCA RATON, FL 33486 n - 561-995-7670 /�y ��; _ •"' FUTURE lP GAS PAN 1D' 01, � ARE ,GENERATQR ACK ENGINEER'S APPROVAL -qo-Q hV O ORN) ; FUTI/RE; GENERATOR i� , NLTH 0 Its - Deo 01 P4POSE0' MITER A6K , ■ �� F ■ v � ; 3' lCLEARANCE •' �f ■ PROPOSED -12` -WIDE -DOUBLE. ® '( ;=-PIPE,FD•" I r� SWING GATE✓(SEE PAGED -1) ^� oo �- ----- y�Th - OPP$'ED O r-, / PR OSED/169' IAONOPOLE ' . rowER DA I G LE PROPOSED 100'x100' SBA�o. ^0`, ao.oD \ / U LEASE AREA HATH �7J ti� O - - / - 697 80'xE0' FENCED -GRAVEL �Fti 9F� O, 5" ( s • //)/ 1 /� • COMPOUND—=_6' CRUSHEQ IRN v /� /L.PROP T weRsa\ fr �' Q ,� O� / I L AGGREGATE"(SEE PAGE D -2J ) 9 ( • ■a SIGNAL Ei■ 15J FRAM // / g 0001 b HOUSE -8i8 i2 ;' '/ (T✓F j/ , ; ' PR6P9SE9 -8`-CHAlN.'UNK O' L31RIC-N 6 GC -RC CE 1N�-3 &1T2AND5 BARBED _ ENGINEERS, INC. =__WIRD- E PAGED= _== 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 2ND FRAMG / — GARY A FEL TNER & ROZELLA V 7AX MAPS 19—A -15A DR 622 PG 380 O O 5 65 ACRE ZONED RA / 7 2/7/01 FINAL ZONING SUB. RPW MM MON Fl�\ •/ RPW X55\ W W PP \ Z U I o - �r 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 - 0 12/6/01 ZONING SUBMITTAL MM No. Date Issue Description By/Ck'd SITE INFO COLD SPRING 8098 3 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY TITLE: LAYOUT PLAN (MONOPOLE) 60 _- 0 60 120 (DRAWING NUMBER: 1 "=60' C-1 PROPOSED 199.0' MONOPOLE PROPOSED MONOPOLE TOWER FOUNDATION j1m@y,! i L 1 e SECTOR A SECTOR B SECTOR C ANTENNA SCHEDULE STATUS AND QUANTITY TRITON ANTENNA TYPE DOWNTILT ANTENNA HEIGHT NUMBER OF CABLES COAXIAL CABLE 2 0` DAPA 58210 2' 195' 2 W z 195' RAD CENTER z TRITON PCS 185' 140` '�'— 6 — DAPA 58210 ANTENNAE 195' 2 1-5/8" WITH COAX SIZE = 1 5/8" f`' z o- z AZIMUTH: 0', 120% 240' o �Q DLi 260` DAPA 58210 2' �w 2 175' 1 w r— o' z �z D w 165' w UJ �z O �z �w 155' w PROPOSED 199.0' MONOPOLE PROPOSED MONOPOLE TOWER FOUNDATION j1m@y,! i L 1 e SECTOR A SECTOR B SECTOR C ANTENNA SCHEDULE STATUS AND QUANTITY AZIMUTH ANTENNA TYPE DOWNTILT ANTENNA HEIGHT NUMBER OF CABLES COAXIAL CABLE 2 0` DAPA 58210 2' 195' 2 1-5/8" 2 140` DAPA 58210 2' 195' 2 1-5/8" 2 260` DAPA 58210 2' 195' 2 1-5/8" a-1 a-2 r •q/Np///�i��/�I�� MONOPOLE— TOWER .•. '.�� • PROPOSED ANTENNA ORIENTA11ON N-T.S. 1 "=10' ANTENNA PLATFORM SHOWN FOR INFORMATION PURPOSES ONLY. ANTENNA PLATFORM PROVIDED BY TENANT. SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL mlAw— op �G� 0 DDAEG. EM y N 97 14)U %& %NAL � :� O'BRICN E GORE ENGINEERS, INC. =_= 7502 LEE DAVIS RD., STE, 22 MECHANICSVILLE, VA. 23111 2/7/011 FINAL ZONING SUB. 1'� MM 0 2/6/01 ZONING SUBMITTAL RPW MM N. Date Issue Description By/Ck'd SITE INFO 3 D COLD SPRING 8098 0 0 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 i FREDERICK COUNTY Z 0 N DRAWING TITLE: 3 0 ELEVATION Co AND ANTENNA SCHEDULE o 1 0 O 1 O 2 0 DRAWING NUMBER: w C-2 CD wL'Lj - 1'--�--� Q PP PECON69050 W \� U Q GARY A. FEL TNER & ROZEL LA V FEL TNER TAX MAPF 19-A-156 MON. F� \ U CONSTRUCTION ENTRANCE_ (SEE PAGE EC -1) \ PP \ %PFCON59 a v J ] Ery 20 ORAIAIFIEC D ESMT _ - - - - 0 ooll% IRN 'U-00 o ,4 — OC) \� PO�ED ' O Cj i /h q P r i Ir 1r -" '-,TO ; a000' FOUN6 = T.O:C.; 6fRN F' ` C/CPH Pr rF �• LJ i i 4 ' F o D ,' ©1 0 p wl6o g s Im IST FRAM �,)00b1 �/ •�,, ; HOUSE cs- fJ7 IRN SEL=8)872 ",'?C / 1p`C1, ------------- 2ND FRAME HOUSE; GARY A. FEL TNER & ROZEL LA V. TAX MAP,,-` 19-A- 15A D8 622 PG. 380 M aw W Ld _Z U_ J 2 U) ESTIMATED VOLUMES CUT xxx CU YD FILL xxx CU YO NET xxx CU YD cur/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. n n J /A SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR ROLA PAT 4l 33A86 561-995-7670 ENGINEER'S APPROVAL MEAN- PLTHOp 0� to DA IE G. CO 9 � ■ SSS' �� ■ ®o_ ZONAL O' BRIEN 6 GCRC -- ENGINEERS, INC_ 7502 LEE DAVIS RD., STE- 22 MECHANICSVILLE. VA. 23111 1 1 [12/7/011 FINAL ZONING SUB_ J�M 0 [12/6/011 ZONING SUBMITTAL MM No. Date Issue Description By/Ck-d SITE INFO c� COLD SPRING 8098 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 FREDERICK COUNTY DRAWING TITLE: GRADING PLAN (MONOPOLE) 60 0 60 12 0 DRAWING NUMBER: 1 "=60' -- C-3 Z I I� I ,ht -I SERVICE' F\OLE WITH LOCKABL POWER DISCONN T\ SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON. FL 33486 561-995-7670 ENGINEER'S APPROVAL - i.. / - c[ o pnC £SST 4" TELCO CONDUIT �� ALTH i" ---_ _ _ - - - _� ti �; STUBBED INTO TELCO m� i 'v.A _ - 10 O 5 DEMARCATION PANEL G i ORA/NF/FLP E' 2 IRN 4" CONDUIT STUBBED �G1 o. . i 1a�� UP AND CAPPED AT 00'J �k v p0 O FUTURE GENERATOR LOCATION DA I G E SEE NOTA 1 pE ® p AVE Fo POSED TOWR O U1TY TRENCH� o IA/ ao 00' f 0 1 O IO PD/S fG \ti O SNALrO V IRN ` f L C/L.PROP TOWER O IRN ••♦���♦••' w 'n '°\ o \ /f RO O 0P /h WOOOOSHED `�``roy�E O oUSEAM 1000 1o n �\ O'BRIEN S GERE O 5 ENGINEERS, INC. CARY A-FELT/VER & ROZELLA VFELTNER Ia i cs- CS 1 = 7502 LEE DAMS RD. STE. 22 PP TAX MAPI 19-A-158 �IRN — Q PECON69050 ' o - -' 8M CPS 10 o s MECHANICSVILLE. VA. 23111 I / EC -818 12 f (TYp f l Qbi\ � z / 2ND FRAME jFf HOUSE j J � f_, tall? U / \ i CARY A. FEL TNER & ROZEL LA V FE FNER Q / TAX MAPe 19-A- 15A oaa22 PC 380 / 1 2/7/01 FINAL ZONING SUB. RPW MM MoN F� \ 0 2/6/01 ZONING SUBMITTAL :RPW -- r r __ No. Date Issue Description By/Ck^d SITE INFO C9 Q COLD SPRING 8098 Q w 6298 NORTH FREDERICK PIKE PP`s w w WINCHESTER, VIRGINIA 22603 �PFcON"\ 1. COORDINATE EXACT ROUTINGwITH FREDERICK COUNTY z • h� J APPROPRIATE UTILITY. STUB UP POWER AND p \ \ TELEPHONE CONDUITS AND CAP OFF IN N RIGHT-OF-WAY AT UTILITY DEMARCATION POINT. DRAWING TITLE: 3 2 FOR UTILITY INFORMATION, SEE L-1. co UTILITY PLAN Q - - �,`, (MONOPOLE) CD FAQ 0 60 120 DRAWING NUMBER: a ' 1 "=60' C_4 Z J aw EROSION AND SEDIMENT CONTROL NOTES: 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 CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC50-30, EROSION AND SEDIMENT 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. & 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. T 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 ' HANNEL.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: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. S. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 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 OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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. 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`z4" 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 FILTER FABRIC TO EXISTING FENCES, TREES, ETC. 8- REMOVE FENCING FOLLOWING STABILIZATION OF .SLOPES AND ALL DISTURBED AREAS. SEEDING NOTES: 1. TEMPORARY SEEDING, SPEC. 3.31: ALL DENUDED AREAS OR AREAS TO 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. FILTER CLOTH 6" MIN. SIDE ELEVATION GROUND 50' MIN. _ 7-F f_� 12' MIN. ,A I VDOT #1 COURSE AGGREGATE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS Op - PLAN VIEW 12' ,MAIN,. MIN. N. FILTER CLOTH CROSS SECTION EXISTING PAVEMENT 1 AJ MOUNTABLE (OPTIONAL) ,lo, MIN. tOMI EXISTING PAVEMENT 0 MIN. _L STONE CONSTRUCTION ENTRANCE NOT TO SCAT E 1. SET THE STAKES. r FLOW �= 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND (T INTO THE TRENCH. FLOW' FLOW 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. A A �// IIIII�II POINTS A SHOULD BE HIGHER THAN POINT 8. DRAINAGE INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Sha. and Fabric. Flier Barriers far Sediment Contm.VA DSWC CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) NOT TO SCALE SBA4 SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL O;�ALTH 0 -00 U DA (G. CQQ AN/� ti`.1•f� � Iia ZONAL AN 013RIEIIIGGCRC ENGINEERS, INC. 7502 LEE DAMS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 j12/7/011 FINAL ZONING SUB. 1" �M 0 12/6/01 ZONING SUBMITTAL Iii rr MM No. I Date Issue Description By/Ck'd SITE INFO COLD SPRING 8098 0 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 i FREDERICK COUNTY z Z O N DRAWING TITLE: 3a SEDIMENT & EROSION N CONTROL PLAN 0 0 DRANANG NUMBER: W EC -1 J 4" O.D. CORNER, END,— OR PULL POST 16" MIN. DIA. 16" b MIN. FOR CATE POSTS 4" 0 D Akr�F 24" 0 FOR GATE POSTS OVER 4" O.D. l I1 10'-0" MAXIMUM I f 10'-0" MAXIMUM 'LINE POSTS TO BE EQUALLY SPACED' ■: ►m 4 12. i /// CHAIN LINK 3 HORIZONTAL STRANDS FABRIC OF BARBED WIRE r1 GATE FRAMEGATE OPENING IRECTION GATE SWING 1/0P\ENNG (TYP-) PLAN TIE WIRES (TYP.) (12" O.C. MAX.) X ELEVATION Igzm 1.10 mi W,910ex�M1-4 LINE czr cOC14 =n=� 10" GATE KEEPER (TO HOLD GATE OPEN) METAL MUSHROOM STOP INSTALL WITH SLOT PARALLEL WITH CLOSED GATES CONCRETE 91010 e, . GATE LOCK ASSEMBLY 'STYMIELOCK' MULTI LOCKING DEVICE OR APPROVED EQUAL (CALL 888-278-9643) GRADE SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL ■ � NLT H 0 00� o� Gf�■ M j G. y Vc/ %� SIONAL '� :w O' BRICN 6 GCRC ENGINEERS, INC. — = 7502 LEE DAMS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 1217101 FINAL ZONING SUB. U-" MM 0 2/6/01 ZONING SUBMITTAL RPW MM No. Date Issue Description By/Ck'd SITE INFO COLD SPRING 8098 3 0 6298 NORTH FREDERICK PIKE WINCHESTER, VIRGINIA 22603 i FREDERICK COUNTY Z z . 0 N DRAWING TITLE: o FENCE00 N DETAILS 0 0 a DRAWING NUMBER: D-1