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HomeMy WebLinkAbout02-02 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 1310 TOWARDS US 50 WEST ROMNEY/US 522 NORTH BERKLY SPRINGS. TURN LEFT ONTO VA 37 NORTH. TAKE RTE. 522 TOWARD WINCHESTER/BERKLEY SPRINGS. TURN LEFT ONTO US 522 NORTH. SITE IS APPROXIMATELY 13 MILES ON THE LEFT — 7185 NORTH FREDERICK PIKE. ENGINEER'S APPROVAL 000- HEALTHOP �% PNIEeC E yN c� wW all_ ONAL E :n Teltonf'CS WC R 111111110471) ACORN HILL 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 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REOUIREMENIS. 4, THE CONTRACTOR SHALL MAINTAIN ACCURATF AND LEGIBLE DOCUMENTATION OF ALL INSTALLATIONS AND SUBMIT TO TOWER OWNER AS "AS BUILT" DRAWINGS. 7185 NORTH FREDERICK PIKE FREDERICK'BOUNTY CROSS JUNCTION, VIRGINIA 22625 O' BRICN 5 GCRC -- ENGINEERS, INC. — = 7502 LEE DAVIS RD., STE. 22 MECHANI.CSVILLE, _ VA. 23111 ACORN HILL • SBAI SBA PROPERTIES, INC. ONE TOWN CENTER — 3rd FLOOR BOCA RATON, FLORIDA 33486 Phone_ (561) 995-7670 ',ccEPTEO # AP�/tovF� 1 12/7/01 FINAL ZONING SUBMITTAL RPW MM 0 12/6/01 ZONING SUBMITTAL RPW MM Date Issue Description I By/Ck'd TON PCS - WC R 947D HILL - 8099 1185 NORTH FREDERICK PIKE ;ROSS JUNCTION, VIRGINIA 22625 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 ISSUE DATE 3 0 DRAWING TITLE v I 1111 E/COVER SHEET z z 0 i DRAWING NUMBER: z T-1 LEGEND THIS IS A GENERAL LEGEND. SOME ITEMS MAY NOT APPLY TO THIS SITE - EXISTING NEW DESCRIPTION 0 LEASE LINE MWV BOUNDARY LINE W — — — — — — — — — EASEMENT- I -INE I-1 RIGHT OF WAY C_---_---1 x x BARBED WIRE FENCE �J .._— 99.9 —_-- � CHAIN LINK FENCE + 99.9 LEGEND cont. OD WV DRAINAGE MANHOLE SANITARY MANHOLE WATER VALVE SILT FENCE SF OHE&T(E) STORM DRAIN OVERHEAD ELECTRIC & TELEPHONE OHE&T OHE(E) SPOT ELEVATION OVERHEAD ELECTRIC OHE OHT(E) 3011 HUNGARY SPRING ROAD ACORN HILL TELEPHONE OHT OVERHEAD TELEPHONE UGE&T(E) UGE&T UNDERGROUND ELECTRIC & TELEPHONE UGE(E) CROSS JUNCTION, VIRGINIA 22625 UNDERGROUND ELECTRIC UGE UGT(E) SBA NETWORK UNDERGROUND TELEPHONE UGT SAN PROJECT MANAGER SANITARY SEWER LINE SAN WL LEGEND WATER LINE WL NG 107 NORTH KENT STREET NATURAL GAS LINE NG PLANNING AND PATRICK T- DAVENPORT GRAVELED AREA 540-665-5651 W CONCRETE AREA WINCHESTER VIRGINIA 22601 ASPHALT 0 1P 0IPN IRON PIN * IRO OO IRN IRON ROD 0 CP CALCULATED POINT `Q PTP(E) `MPTP UTILITY POLE JASON, THORNTON 312 EAST 18th STREET 757-274-0056 LIGHT POLE NORFOLK, VIRGINIA 23517 - PROJECT BENCHMARK TRITON PCS CHRIS GILLIS 4880 SADLER ROAD; SUITE 300 aCONCRETE (ANTENNA ATTACHMENT) GLEN ALLEN, VIRGINIA 23060 MONUMENT LEGEND cont. OD WV DRAINAGE MANHOLE SANITARY MANHOLE INFILTRATION TRENCH CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING CONTACT INFORMATION REQUIRED LOCATION REQUEST INFORMATION NAME OF CALLER _ TELEPHONE NUMBER BEST TIME TO CALL 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 WATER VALVE [I CATCH BASIN Q_ STORM DRAIN 99 9 CONTOUR + 99.9 SPOT ELEVATION INFILTRATION TRENCH CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING CONTACT INFORMATION REQUIRED LOCATION REQUEST INFORMATION NAME OF CALLER _ TELEPHONE NUMBER BEST TIME TO CALL 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, MD 21740-1766 800-255-3443 Issue Description By/Ck'd SITE INFO 3011 HUNGARY SPRING ROAD ACORN HILL TELEPHONE VERIZON CUSTOMER SERVICE ATTENTION 4th FLOOR 804-954-6888 7185 NORTH FREDERICK PIKE 0 CROSS JUNCTION, VIRGINIA 22625 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 ZONING DEPARTMENT OF 0 107 NORTH KENT STREET CONTACT INFORMATION PLANNING AND PATRICK T- DAVENPORT 4th FLOOR 540-665-5651 W DEVELOPMENT WINCHESTER VIRGINIA 22601 NEAREST TELEPHONE DAVID WHITACRE7254 PROPERTY OWNER NORTH FREDERICK PIKE 540-888-3216 CROSS JUNCTION, VA 22625 CUSTOMER (TOWER) SBA PROPERTIES, INC. JASON, THORNTON 312 EAST 18th STREET 757-274-0056 NORFOLK, 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 561-995-7670 ENGINEER'S APPROVAL DAN G. a 7/ %n f Zll Ql 0 ■■tsS'to AL E � ■ O' BRIEN E GERE ENGINEERS, INC. 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 12/7/01 FINAL ZONING SUB. '" �M 0 12/6/01 ZONING SUBMITTAL RPW MM No. Date Issue Description By/Ck'd SITE INFO ACORN HILL 8099 3 7185 NORTH FREDERICK PIKE 0 CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY Z 0 DRAWING TITLE: 3 LEGEND tn AND 0 CONTACT INFORMATION 8 DRAWING NUMBER: L-1 W ABBREVIATIONS GENERAL NOTES: AND SYMBOLS 1. 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. SBA 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS, REMOVE AND 4m A/C AIR CONDITIONING MGR MANAGER DISPOSE OFF SITE ALL RUBBISH. WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. SBA PROPERTIES, INC. ADJ ADJUSTABLE MIN MINIMUM ONE TOWN CENTER 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 MATERIALSNIC 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 RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, NTS NOT TO SCALE CALL 1-800-552-7001. ENGINEER'S APPROVAL BLDG BUILDING OC,o/c ON CENTER BLK BLOCK OD OUTSIDE DIAMETER 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE BMR B/S BASE MOBILE RADIO BUILDING STANDARD: OPG OPENING SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL -NOT VARY FORM THE PLANS WITHOUT THE EXPRESSED APPROVAL It NLTH 04P •m. OPP OPPOSITE OF THE OWNER OR OWNER'S REPRESENTATIVE. }�+ `V� CLG CEILING PLYWD PLYWOOD ` G CLR RETE PR PAIR 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS CONC COON PROJ PROJECT JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. CONST CONSTRUCTION PROP PROPERTY 6 STOR RESTORE ALL PUBLIC OR IPROPERTY OREMOVED TO AT LEAST AS OF A CONDBL CONT PT PRESSURE TREATED Y rb3DELG.TREATEDREO'D EUOUS DOUBILN GOOD PRESEENTREPRESENTATIVE: DISTURBED AS DETERMINED BL THE OWNERR OWNER'S RE CONDITION ASBEFORE DIA, 0 DIAMETER REQUIRED N 97 rx DIAG RM ROOM 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. DIAGONAL RD ROUGH OPENING ///��� J � O J DIM ON DIMENSION DOWN S SOUTH B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. ' : �� DTL,DETL DETAIL SHT SHEET I ■ S 1 ■ DWG DRAWING SIM SIMILAR 9 CONTRACTOR O PROTECT EXISTING PROPERTY LINE SHALL r �T ■� Sl 01 AL 1� SPEC SPECIFICATION DESTROYED. AS JUDGEDTHE BY THE OWNER OR OWNER'S REPRESENTATIVE BE REPLACED AT THE CONTRACTORS V •��♦♦.�• E EAST SQ SQUARE EXPENSE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR. FA 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 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE EQUIP EQUIPMENT SUSP SUSPENDED OF WORK. SV SHEET VINYLCOURSE EW EACH WAY 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S EXIST EXISTING THRU THROUGH EVREPRESENTATIVE AND THE UTILITY OWNER BEFORE EACH AND ERY CONNECTION TO EXISTING SYSTEMS IS MADE. O' BRIEN G GERE EXT EXTERIOR -_-_- ENGINEERS, INC. FIN FINISH TNND TINNED 13. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. — 7502 LEE DAVITS RD., STE. 22 FLUOR FLUORESCENT TOC TOM TOP OF CONCRETE 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 n.P TYPIC DRAWINGS. Fr FOOT UBC BUILDING 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE EQUIPMENT PAD. GA GAUGE D CODE GALV GALVANIZE(D) UNO UNLESS NOTED GC GRIND GENERAL p CONTRACTOR OTHERWISE PROPOcS)ED CONSTRUCTION INCLUDES: GROUND VERs VERTICAL GWB GYPSUM WALL BOARD 1. THE PROPOSED USE DOES NOT REQUIRE FULL TIME OR PART TIME EMPLOYEES AT THE SITE. GYP BD GYPSUM BOARD VIE VERIFY IN FIELD 2. PROPOSED CONSTRUCTION INCLUDES: COMMUNICATIONS EQUIPMENT SHELTER ASSOCIATED ELECTRIC EQUIPMENT VT VINYL TILE HARD'WD HARDWOOD MONOPOLE AND ANTENNAS. W WEST HORIZ HORIZONTALW/ 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- 1 2/7/01 FINAL ZONING SUB RPW 4. FINAL UTILITY ROUTING MAY VARY PENDING UTILITY APPROVAL AND FINAL DESIGN. HVAC HEATING, VENTING & AIR CONDITIONING WP WATERPROOF - MM ID INSIDE DIA RPW IN INCH O 2/6/01 ZONING SUBMITTAL INFO INFORMATION W/O WITHOUT COUNTY NOTES. MM No. INSUL INSULATION q ANGLE - Date Issue Description By/Ck'd SITE INFO INT INTERIOR & AND I. NOTIFY COUNTY DEVELOPMENT INSPECTIONS 24 HOURS BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION- LB(S) POUND(S) CL CENTER LINE MAX MAXIMUM R PROPERTY LINE 2. A CERTIFICATE OF OCCUPANCY/COMPLETION WILL NOT BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED. ACORN HILL MECH MECHANICAL ® AT 3. HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM PUBLIC 8099 MET,MTL METAL # NUMBER VIEW AND FROM ADJACENT RESIDENTIAL PROPERTY AND DOES NOT INTERFERE WITH TRAFFIC. 3 MFR MANUFACTURER 8 REVISION 1 T-1 DETAIL REFERENCE 4. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT 7185 NORTH FREDERICK PIKE m 1 OF ANY LAND DISTURBANCE. CROSS JUNCTION, VIRGINIA 22625 KEY NOTE T-1 ELEVATION REFERENCE 5. SIGNS, LOCATION, NUMBER, AND SIZE ARE NOT APPROVED UNDER THIS PERMIT. A SEPARATE PERMIT IS REQUIRED FOR EACH FREDERICK COUNTY z ® SIGN. SIGNAGE OF A COMMERCIAL NATURE (i.e-, CORPORATE NAMES, ADVERTISING, ETC.) SHALL NOT BE ALLOWED. z ROOM NUMBER i SECTION REFERENCE © KEYED NOTE T-1 6. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY THE COUNTY FOR LAND DISTURBING ACTIVITIES IN N 0 WETLAND AREAS. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY DRAWING TITLE: o - FOR APPROVAL OF ANY SUCH DISTURBANCE. ABBREVIATIONS AND N GENERAL NOTES o DRAWING NUMBER: a L-2 w V711MY 49P XLTly /- 171_.1 'r LEMPE4fff-& POTO, C W } J69 JS' M. 00' N 307237' f- 45.30' 5.00' N 43,0535" E ©S 5577435' W 47.03' 18.22' N 04'4.148" E 5214157'£ �r 2324' 45.54' N 214>Y7' W Q S 0443'48' W : 4085' 3489' a1 i 0 V 55,04;15' E ®S 43775:15" W ,i W." or.i.n N 345525" W © S 307237" W / 25.00' 4108" ® N 55774;15" E ® S 19711'55' W r' 50.09' ....,.. _ _. _ 169.49 IELEPHONf Co.. 1 0 119.531, PC. 112 / i� L i �, T.AL 18-7-259 /Q�, QW BRC' = N 164139" E 1/� h CN DIS'T.= 86.93' / 1ST.WOOD R = 5000' . BLGL. V '�" L - 78.54' V Al `6 ovp-a4G- N 10V4;i5'E / ROO fD. OWUST= 70.71' 1 � 1 IST.W000 ® R - 70.00' 0 .X L - 10996' BLDG- / ryA / ` LYID.LNST.- 9899' I l% M1h/ .y ® R-5000' OYD.8RC- S 164139' W // l C7f0.0/ST.= 62.09' J 0 ZC-1 �ry6 mss\ BE7hr ANN Mc,N/CIfAEL W8. 104, PG. 930 _ SITE OEM& 50 O 50 100 sco% feet NOTES. 1) TOWER 9E784QY FRCW ALL SWES IS 214: 2) PROPOSED LEASE AREA - 10,0W SO. F7 - 0.23 4/- ACRES PROPOSED ACCESS/UTXgr 645EMENT - 11,839 SO 17 - 0.27 f/- ACRES PARENT PARCEL (T At. 18 A-25) 3) NO TITLE REPORT FURMSHEO. 4) LOCATION OF ANY UTILITIES' SHOWN ON THIS PLAT ARE BASED ON 7E P 085D'WATON OF A80v£ GROUND PHYSICAL EVIDENCE AND /S ONLY A7'PROXIA(ATE. A001770NAL UN0£RGROUN0 UPLNIE5 NOT Shi9WN ON THIS PLAT MAY EXIST. 5) hIOAMOWTAL MRIM IS 84SED ON NAD 81 VA STATE GRID, NOR7H [AYE FRRCAL L I &W IS B(5£9 ON NAVD 88 6) IRON RODS ARE SET AT CEASE CORNERS OF THE PROPOSED LEAS-- AREA UNLESS 07HERN15E NOTED. 7) PROPE 97Y SHOWN /S B4SED ON DEEDS OF RECORD AND FOUND AfavuUENTAAON AND DOES NOT REPREMNT A 80UMDARY SURVEY. THF OVERALL PARCEL LINES ARE TAKEN FROM EXISTING TAX AW NO DESCRIP77AY AVAILABLE. 8) SUQIECT PROPERLY IS LOCATED LY Row ZAYE C BASED ON Amp FIRM/ 51006300504 9) WS PLAN IS THE RESULT OF AN ACAW FIELD SUMEY PER ORME0 BY BURGESS & MPLE OF INE PROPOSED LEASE AREA, ACCESS ANO U77L17Y EASEMENT DURING NO! EMBER 2001. METES AND BOUND DfWRIP7A7N5 Access and Uti/fty Easement Commencing from o rod found and being the Southwest comer of property owned by Beth Ann Rhondo Mc oFchoel as recordsd in 0012,91 Hook 104 Page 930 in the cfef*s office in Frederick County, Virginia, thence North 54'2,540' Wes(, o distance of 7729' to the Point of Beginning (FOB) of an Access and Ufrav Easement. Thence from the Point of Beginning North 64'2540' West, o distance of 20.13; thence North 19'01 55' £os4 o distance of 16915; thence North 30' 1137" East, a distance of 45.30;- thence North 43'0535" East, o distance of 47.03; thence North 04'4348" East, o dstance of 23.24; fhence North 21'41'17' West, o distance of 40.85; thence on a Curve to the Right having a radius of 70. 00, o Aangth of 9.J. 79, and a chord of North )6"41:19' Earl o distance of 86.93; thence North 55'0435' Eost o distance of 28.22, thence on o Curve to the Left having a radius of 5000; a Ieogth of 7854; and a chord of North 10'0435' East, o distance of 70.71• thence North 34'55?5 West, a distance of 25.00;- thence North 55'0435' East a dstonce of 50.00;- thence South 34'5525' East, a distance of ?0049 - thence South 55'0435" West, a distance of 30.00; thence South 34'5525" East, a distance of 5.00;- thence on o Curve to the Left hokvng a radius of 70.00; a length of 109.95' and a chord of South 10'04;15' West, a distance of 98.99; thence South 55'04:15' West, a distance of 28.22, thence on a Curve to the Left having a radius of 50.09; a length of 6699' and a chord of South 16'4139' West a distance of 62.09; thence South 21'41'17' East, a distance of 45.54" thence South 04'4348" West a distance of 3489; thence South 43'0535" West o distance of 51.73; thence South 30'1237" West, o distance of 41.08; thence South 19.0755" West, a distance of 169.49' to the Pant of Conto ping 0.27 Acres, more or le= Lease Area Commencing at the Point of Beginning, said pant being the Northwest corner of the Proposed Access one( Utility Easement' thence North 345525' West, a distance of 100.00' to o point thence North 55'0435' East o distance of 70000' to a point,, thence South 345525" East a d'stance of 100.00' to o point, thence South 55'0435' West. a oVstance of 100.00' to the Pant of Beginning. Canto hing 0.23 Acres, more or Less. OVERALL Wf-W 200 100 D 209 400 'Cole feet No ME 9WE7 1 OF / FILE NO- J0920_BA/ 2 Q4t90 S. WH/TACRE LIS" PCJ-00 T.M. 18-A-25 Y � f cn I'� PROPO t 207WOROUNAIES FOR � � � PROPOSED 70WER - - - ` 'r• y --YjQ--, REF. Efi A SEJ„RDD pp J ! � V LAT. = 39'19;12.7" N LON& = 78'18'16.2'E NORM = 7165967.9576 EAST = 1t538321.55tA6 GRND. ELEV. - 970.8" UNE TABLE S, ROO& ` : 9_ I' N 620.13' W ®S 32000 E N 190I:S5`E l S 555!43 ' LEMPE4fff-& POTO, C W } J69 JS' M. 00' N 307237' f- 45.30' 5.00' N 43,0535" E ©S 5577435' W 47.03' 18.22' N 04'4.148" E 5214157'£ �r 2324' 45.54' N 214>Y7' W Q S 0443'48' W : 4085' 3489' a1 i 0 V 55,04;15' E ®S 43775:15" W ,i W." or.i.n N 345525" W © S 307237" W / 25.00' 4108" ® N 55774;15" E ® S 19711'55' W r' 50.09' ....,.. _ _. _ 169.49 IELEPHONf Co.. 1 0 119.531, PC. 112 / i� L i �, T.AL 18-7-259 /Q�, QW BRC' = N 164139" E 1/� h CN DIS'T.= 86.93' / 1ST.WOOD R = 5000' . BLGL. V '�" L - 78.54' V Al `6 ovp-a4G- N 10V4;i5'E / ROO fD. OWUST= 70.71' 1 � 1 IST.W000 ® R - 70.00' 0 .X L - 10996' BLDG- / ryA / ` LYID.LNST.- 9899' I l% M1h/ .y ® R-5000' OYD.8RC- S 164139' W // l C7f0.0/ST.= 62.09' J 0 ZC-1 �ry6 mss\ BE7hr ANN Mc,N/CIfAEL W8. 104, PG. 930 _ SITE OEM& 50 O 50 100 sco% feet NOTES. 1) TOWER 9E784QY FRCW ALL SWES IS 214: 2) PROPOSED LEASE AREA - 10,0W SO. F7 - 0.23 4/- ACRES PROPOSED ACCESS/UTXgr 645EMENT - 11,839 SO 17 - 0.27 f/- ACRES PARENT PARCEL (T At. 18 A-25) 3) NO TITLE REPORT FURMSHEO. 4) LOCATION OF ANY UTILITIES' SHOWN ON THIS PLAT ARE BASED ON 7E P 085D'WATON OF A80v£ GROUND PHYSICAL EVIDENCE AND /S ONLY A7'PROXIA(ATE. A001770NAL UN0£RGROUN0 UPLNIE5 NOT Shi9WN ON THIS PLAT MAY EXIST. 5) hIOAMOWTAL MRIM IS 84SED ON NAD 81 VA STATE GRID, NOR7H [AYE FRRCAL L I &W IS B(5£9 ON NAVD 88 6) IRON RODS ARE SET AT CEASE CORNERS OF THE PROPOSED LEAS-- AREA UNLESS 07HERN15E NOTED. 7) PROPE 97Y SHOWN /S B4SED ON DEEDS OF RECORD AND FOUND AfavuUENTAAON AND DOES NOT REPREMNT A 80UMDARY SURVEY. THF OVERALL PARCEL LINES ARE TAKEN FROM EXISTING TAX AW NO DESCRIP77AY AVAILABLE. 8) SUQIECT PROPERLY IS LOCATED LY Row ZAYE C BASED ON Amp FIRM/ 51006300504 9) WS PLAN IS THE RESULT OF AN ACAW FIELD SUMEY PER ORME0 BY BURGESS & MPLE OF INE PROPOSED LEASE AREA, ACCESS ANO U77L17Y EASEMENT DURING NO! EMBER 2001. METES AND BOUND DfWRIP7A7N5 Access and Uti/fty Easement Commencing from o rod found and being the Southwest comer of property owned by Beth Ann Rhondo Mc oFchoel as recordsd in 0012,91 Hook 104 Page 930 in the cfef*s office in Frederick County, Virginia, thence North 54'2,540' Wes(, o distance of 7729' to the Point of Beginning (FOB) of an Access and Ufrav Easement. Thence from the Point of Beginning North 64'2540' West, o distance of 20.13; thence North 19'01 55' £os4 o distance of 16915; thence North 30' 1137" East, a distance of 45.30;- thence North 43'0535" East, o distance of 47.03; thence North 04'4348" East, o dstance of 23.24; fhence North 21'41'17' West, o distance of 40.85; thence on a Curve to the Right having a radius of 70. 00, o Aangth of 9.J. 79, and a chord of North )6"41:19' Earl o distance of 86.93; thence North 55'0435' Eost o distance of 28.22, thence on o Curve to the Left having a radius of 5000; a Ieogth of 7854; and a chord of North 10'0435' East, o distance of 70.71• thence North 34'55?5 West, a distance of 25.00;- thence North 55'0435' East a dstonce of 50.00;- thence South 34'5525' East, a distance of ?0049 - thence South 55'0435" West, a distance of 30.00; thence South 34'5525" East, a distance of 5.00;- thence on o Curve to the Left hokvng a radius of 70.00; a length of 109.95' and a chord of South 10'04;15' West, a distance of 98.99; thence South 55'04:15' West, a distance of 28.22, thence on a Curve to the Left having a radius of 50.09; a length of 6699' and a chord of South 16'4139' West a distance of 62.09; thence South 21'41'17' East, a distance of 45.54" thence South 04'4348" West a distance of 3489; thence South 43'0535" West o distance of 51.73; thence South 30'1237" West, o distance of 41.08; thence South 19.0755" West, a distance of 169.49' to the Pant of Conto ping 0.27 Acres, more or le= Lease Area Commencing at the Point of Beginning, said pant being the Northwest corner of the Proposed Access one( Utility Easement' thence North 345525' West, a distance of 100.00' to o point thence North 55'0435' East o distance of 70000' to a point,, thence South 345525" East a d'stance of 100.00' to o point, thence South 55'0435' West. a oVstance of 100.00' to the Pant of Beginning. Canto hing 0.23 Acres, more or Less. OVERALL Wf-W 200 100 D 209 400 'Cole feet No ME 9WE7 1 OF / FILE NO- J0920_BA/ 2 5'-0" — - IRN PROPOSED 199' MONOPOLE - 0 0 ro I / / / PROPOSED METER RACK i / lovo. o / --r x FENCE WDVENI WI I I < / .F 6. /j � TRAM / EXISTING ACCESS ROADWAY 3 / - 100'x100' SBA LEASE 80'x80' FENCED GRAVEL — 6' CRUSHED (SEE PAGE D-2) R$ED 8' CHAIN LINK W/ 3 STRANDS BARBED (SEE PAGE D-1) (D I / 1 \ Z/ L /—/ r II I J((( I FFX RE�GEN5lRATOR., , FUTURE/ GENERATOR RA�K Y7UTUf ( LP/GAS,7AN�/ PROPO�ED`f2i WID /DOLE , SWING ��i1F/(SEF PAG D-1) / 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. SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL O AG. L y N . 697 c' J W %: SNNAL O' BRIEN 6 GERE ENGINEERS, INC. _= 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 12171011 FINAL ZONING SUB. RPW MM 0 112/6/011 ZONING SUBMITTAL JRPj Date I Issue Description INFO ACORN HILL 8099 By/Ck'd 7185 NORTH FREDERICK PIKE CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY DRAWING TITLE: LAYOUT PLAN (MONOPOLE) 50 0 50 100 IDRAINING NUMBER: 1 "=50' C_1 T TRITON AZIMUTH z 195' RAD CENTER z TRITON PCS 185' \--6 — DAPA 58210 ANTENNAE 0' WITH COAX SIZE = 1 5/8" n- z AZIMUTH: 0', 120', 240' O � Q 1-5/8" O 175' '1 ~ 8099 w z O �z 120' DAPA 58210 2' 165' `� ~ 2 w z �Z �z ILI D w o 155' � 2 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 0' DAPA 58210 2° 195' 2 1-5/8" O ACORN HILL 8099 z 2 120' DAPA 58210 2' 195' 2 1-5/8" )RAWING TITLE: o ELEVATION 2 240* DAPA 58210 2' 195' 2 1-5/8" Ml �_ 1 11 wQ PROPOSED ANTENNA ORIENTATION N.T.S. 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 i !1�ALTH 0 10 c DA IE G 6 r� far ��� sjONAL O'QRICN F GCRC ENGINEERS, INC. 7502 LEE DAVIS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 12171011 FINAL ZONING SUB. '" " MM 0 2/6/01 ZONING SUBMITTAL RP MM No. Date I Issue Description By/Ck'd SITE INFO O ACORN HILL 8099 z 0 7185 NORTH FREDERICK PIKE N CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY z 0 )RAWING TITLE: o ELEVATION N AND ANTENNA SCHEDULE o w 10 Q 1 0 2 0 DRAWING NUMBER: Q TOWER ELEVATION Z SCALE: I"=10' 1 =1 0' C-2 w — — —Safi F$9CE_ (TYP.)- _ _ _ _ _ _ _ (SEE PAGE E� 1� \ PROPOSED 80'x80' - SBA_ GRAVEL COMPOUND 6' CRUSHED AGGREGATE \ / , -- _ (SEE PAGE D-2) \ // i I I / ^ N r s I -SUTURE ^t : ::• � ' O TE --- I EQUIPMENT-:=--ECi(ia-'H 4t:-'-': .� NAkT�2 _J . --- - \ lmo m{= \ h 0 \ nv IZ Ar \ 4 ml \Iw I v0 \ A TOWER FOUN'DATION\ O.C. 908.50 r���\ 0//// El 41F I 1 o / WO �E WIAY FENCE 1 I 1 1 Q ' I o �sl �9 T p i k � \ o \ -- \ o c CONSTRUCTION ENTRANCE i (SEE PAGE EC -1) CE � d hl -. l ESTIMATED VOLUMES CUT xxx CU YD FILL xxx CU YD NET xxx CU YD CUT/FILL RPW MM No. Date Issue Description By/Ck'd SITE INFO 3 ACORN HILL o 8099 E i 7185 NORTH FREDERICK PIKE CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY z z 0 i DRAWING TITLE: a GRADING PLAN (MONOPOLE) 0 o ,o OI' O 0, DRAWING NUMBER: ; �a Z I 1 o / WO �E WIAY FENCE 1 I 1 1 Q ' I o �sl �9 T p i k � \ o \ -- \ o c CONSTRUCTION ENTRANCE i (SEE PAGE EC -1) CE � d hl -. l ESTIMATED VOLUMES CUT xxx CU YD FILL xxx CU YD NET xxx CU YD CUT/FILL 1. ALL ELEVATIONS ARE EXISTING GRADE. FINISHED GRADE WALL BE DETERMINED PRIOR TO CONSTRUCTION. 2- ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. ACCESS ROAD. USE TYPAR 3401 OR EQUIVALENT. 50 0 50 100 1 "=50' SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL all- NbT 11 OF ■■ ■ G i o U DA IE G. C 0.it rx ■■ Is, ZONAL i■� WORICN Ear GERE ENGINEERS, INC. —= 7502 LEE DAMS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 12/7/01 FINAL ZONING SUB. '"�M 0 2/6/01 ZONING SUBMITTAL RPW MM No. Date Issue Description By/Ck'd SITE INFO 3 ACORN HILL o 8099 E i 7185 NORTH FREDERICK PIKE CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY z z 0 i DRAWING TITLE: a GRADING PLAN (MONOPOLE) d 0 DRAWING NUMBER: C-3 Z — — — - - - - - IRN I \ I IRK EQUIPMENT I \ EQUIPAi T / / I TENAL)T,2 J In.���I I ml \ \I T 4 ICop1BU�STUBBED-- I ; "— ELGQ CO IT N �� \ / / \ STUBBED INTO TELCO \\ \ UPI A b APPED �T / yI / F�tU�y",T"t�1� V GENEI��OR i DEMARCATION PANEL, \ \ �t)CP ZION / I oF" I I O+1 y i 1 1 0 Oq WOVE WIE FENCE 9 / / \ /� �o \ o \ \ \ c\ \ =II v fix IRN \� I RN-� SEE DT //// �JP/I/ / 1. COORDINATE EXACT ROUTING WITH APPROPRIATE UTILITY- STUB UP POWER AND TELEPHONE CONDUITS AND CAP OFF IN RIGHT-OF-WAY AT UTILITY DEMARCATION POINT. 4/ 0 40 80 14 � SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 ENGINEER'S APPROVAL i !i�ALTHop 11�. Gl U DAN)t G. Caa�AIV ' Cs Imp %NAL ' mm O' BRICN S GORE ENGINEERS, INC - 7502 LEE DAMS RD-, STE. 22 MECHANICSVILLE, VA- 23111 1 12/7/01 FINAL ZONING SUB. '" �M 0 2/6/01 ZONING SUBMITTAL RPW MM No. Date Issue Description By/Ck'd SITE INFO 3 ACORN HILL o 8099 7185 NORTH FREDERICK PIKE CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY z z 0 o DRAWING TITLE: UTILITY PLAN (MONOPOLE) 0 a DRAWING NUMBER: C-4 z -ROSION 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. 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- A- NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. 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. RESTABIUZATION SHALL BE ACCOMPUSHED 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. 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 FILTER FABRIC TO EXISTING FENCES. TREES, ETC. B. 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 EXISTING A PAVEMENT 5:1 FILTER CLOTH 6" MIN. AT MOUNTABLE BERM (OPTIONAL) GROUND • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' MIN. 3" MIN. 3" MIN. FILTER CLOTH CROSS SECTION STONE CONSTRUCTION ENTRANCE NOT TO SCALE 1. SET THE STAKES- FLOW' TAKES. FLOW' 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. SBA SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON, FL 33486 561-995-7670 2. EXCAVATE A 4"X 4" TRENCH ENGINEER'S APPROVAL UPSLOPE ALONG THE UNE OF STAKES. •♦♦..� _ �■ -pLTH p��■ 1 ladv� DA EI�G. J 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. .1� o --- � FLOW, LOW � m IIIII��IIIII= qJ�,w • t- ONAL �� ■ �f SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) O'BINE-NGGERC ENGINEERS, INC. -= 7502 LEE DAVIS RD., STE. 22 FLOW MECHANICSVILLE, VA. 23111 POINTS A SHOULD BE HIGHER THAN POINT B. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1 12P/01 FINAL ZONING SUB. RPW MM NOT TO SCALE 0 2/6/01 ZONING SUBMITTAL RPW MM NO- Dote Issue Description By/Ck'd SITE INFO ACORN HILL 8099 0 7185 NORTH FREDERICK PIKE CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY Z O N DRAWING TITLE: 3 0 SEDIMENT & EROSION N CONTROL PLAN 0 0 DRAWING NUMBER: a EC -1 w J 4" O.D. CORNER, EI OR PULL POST 16" MI STRANDS OF BARBED—WARE `CHAIN LINK 3 HORIZONTAL STRANDS FABRIC OF BARBED WIRE GATE FRAME GATE OPENING jDIRECTION GATE SWING PLAN TIE WIRES (TYP.) (12" O.C. MAX.) N R ELEVATION LINE 10" GATE KEEPER (TO HOLD GATE OPEN) METAL MUSHROOM STOP INSTALL WITH SLOT PARALLEL WITH CLOSED GATES CONCRETE 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 �II!y�ALTH 0 O Z UJ DA IE G. LE N 69 IONAL O'GRICN 5 GCRC ENGINEERS, INC. =_= 7502 LEE DAMS RD., STE. 22 MECHANICSVILLE, VA. 23111 1 12/7/01 FINAL ZONING SUB. RPW MM 0 2/6/01 ZONING SUBMITTAL RPW ,- MM I No. Date Issue Description By/Ck'd SIZE INFO ACORN HILL 8099 3 7185 NORTH FREDERICK PIKE a i CROSS JUNCTION, VIRGINIA 22625 i FREDERICK COUNTY Z 0 N DRAWING TITLE: 3 FENCE 0 DETAILS 0 0 0 DRAWING NUMBER: a D-1 W J MATCH POINT COMPA( 95% OF STANDARD PROCTOR '" OF j/57 GRAVEL OVERLAY 2-7 CUT SECTION COMPACT TO SUBGRADE 95% OF STANDARD PROCTOR CRUSHED AGGREGATE DETAIL N.T.S. 2' 6" STABILIZED CRUSHED STONE SURFACE. SEE DETAIL THIS SHEET " OF COMPACTED CRUSHER RUN BASE YPAR 3401 OR EQUIVALENT TYPICAL CROWN: 112" PER FOOT ACCESS DRIVE SECTION N_T.S. 2' MATCH POINT ?I qk FILL SECTION MISCELLANEOUS DETAILS SBA --AM SBA PROPERTIES, INC. ONE TOWN CENTER 3rd FLOOR BOCA RATON. FL 33486 561-995-7670 ENGINEER'S APPROVAL OF ONS �o� Grp■ U� NDAA. Ckhmd'� ONAL arm U QRICN 6 GCRC ENGINEERS, INC. —= 7502 LEE DAVIS RD., STE_ 22 MECHANICSVILLE, VA. 23111 112/1/11FINAL ZONING SUB. '" MM 0 2/6/01 ZONING SUBMITTAL RPW MM No. I Dote I Issue Description By/Ck'd SITE INFO ACORN HILL 8099 a 7185 NORTH FREDERICK PIKE CROSS JUNCTION, VIRGINIA 22625 FREDERICK COUNTY Z Z 0 N DRAWING TITLE: o MISCELLANEOUS N DETAILS W DRAWING NUMBER: a W D-2 J