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HomeMy WebLinkAbout08-10 Elman FBI Associates - 80 foot Monopole Tower - Shawnee - BackfileGENERAL NOTES Project Description: The property delineated on this plan is located at 170 Marcel Drive off of Tasker Road in Frederick County, Virginia. The property currently holds an existing office/ warehouse building with existing parking and utilities. This site plan is proposing the construction of a new 80 foot monopole communications tower on the south side of the property. There will be no other construction associated with this plan. Property Owner: Elman FBI Associates, LP Contact: Mr. Anthony M. Mosca 100 North Centre Avenue, Suite 502 Rockville Centre, New York 11570 Telephone: (202) 664-3206 Engineer/Surveyor: PAINTER-LEWIS, P.L.C. Contact: Mr. Timothy G. Painter, P.E. 817 Cedar Creek Grade, Ste. 210 Winchester, Virginia 22601 Telephone: (540) 662-5792 Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. (540) 662-5792. Site Data: Parcel Area: 23.2890 Acres Tax Map Number: 76 A 53B Instr. Number: 20050026534 Zoning: M1 (Light Industrial District) Magisterial District: Shawnee Use: General Office and Warehouse Front Yard Setback (R.O.W.): Required- 75' Side Yard Setback: Required- 25' Rear Yard Setback: Required- 25' F.A.R.: 1.0 Minimum Landscaped Area: 25% Maximum Building Height: 60 ft Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- This site is located in Zone C per FIRM Panel 210063 0200B. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Conditional Use Permit #04-09. Conditional Use Permit #04-09 was approved on September 23, 2009 to enable construction of an 80 foot monopole steel telecommunication tower. Conditions associated with the approval of the Conditional Use Permit include the following: 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating public use wireless service providers. 3. A minor site plan shall be approved by Frederick County. 4. If the FAA (Federal Aviation Administration) relinquishes their lease of the property, the tower will be removed by the FAA. 5. If a telecommunications tower is not erected within 12 months of the approval of this CUP (conditional use permit), the CUP will be deemed to be invalid. 6. Any expansion or modification of this use will require a new CUP. WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS NATURAL GAS Frederick County Inspections Department Shenandoah Gas 107. N. Kent Street 350 Hillandale Lane Winchester, VA 22601 Winchester, VA 22602 540-665-5656 540-868-7911 EROSION AND SEDIMENT CONTROL ELECTRIC SERVICE Frederick County Public Works Department Allegheny Power 107 N. Kent Street 3463 Valley Pike Winchester, VA 22601 Winchester, VA 22602 540-665-5643 540-722-5830 PUBLIC ROAD IMPROVEMENTS TELEPHONE SERVICE Virginia Department of Transportation Verizon 14031 Old Valley Pike 404 Hillandale Lane Edinburg, VA 22824 Winchester, VA 22602 540-535-1818 540-665-3156 FEDERAL AVIATION ADMINI TRATIOO MOO NOO POO LE COMMUNICATIONS TOWER SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TM# 76 A 53C WRIGHTS RUN, LP STE A212 ZONED: M 1 / ACREAGE.- 5.52 AC.� TMI• 76 A 46 / ��,°°r°d�... SHIRLEY HEFLIN KENNEY ZONED: RA ACREAGE.8.51 AC. TM#• 76 A 47 DONALD S. JR. & JANET M. KENNEY ZONED: RA ACREAGE: 8.32 AC. s/e' W►� ra a v�N fQj�, 4 p N�+ OPM oar 11YU/1 TM#• 76 A 42 SARGENT PROPERTIES, LLC ZONED: RA ACREAGE: 115.23 AC. oul4k FREDERICK COUNTY, VIRGINIA AN �r.. 1 1IR Sacred Heart 444 Monastery MIN Irr�rr>3rr'' W.rj��Ijlf�jr111) (►l�" 1 ^, is&W Dd. t SP -1a �MaYY- a 1 S i 1 1 � 24VT a+YA i �Wo.er oat w.a -nt.ar rosror rls"Yt�n-os•.tr•� -9 t 1 --25, k fww,r.t d?1 Pq 835 TM#: 76 A 53D HERITAGE PLACE, LC ZONED: M 1 ACREAGE.- 17.72 AC. I IloLlna fwwwV / .. y 8Da1. d�3. P¢ Y /' Ay 1t P� ` f ..... +....... .......... ' .:. $/ fMi } + z TM#• 76 A 53B s ELMAN FBl ASSOCIATES, LP' r ZONED: M 1 . _. ACREAGE: 23.2890 AC ' Dd ihiid ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(OO.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /2" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/2: COVER SHEET SHEET 212: SITE PLAN, NOTES AND DETAILS f- 6F"l o TI�IOTI PAINTER y No. 018260 �SSInNAL F�G1� ITE PLAN APPROVAL c) SITE PLAN NUMBER. 10.36 PROPOSED 80' r MONOPOLE ZONING ADMINISTRATOR DATE LOCATION APPROVED .� i FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL r-3 GEC DED3QL aMMTON aD[�[��`�G�Ca`�i©[� �lO�lO 0 C ���C�[��C�Q����D `�OIi C�G� TM#• 76 A 53A SHAWNEE MAGISTERIAL DISTRICT WRIGHTS RUN, LP STE A212 ZONED: M1 FREDERICK COUNTY, VIRGINIA ACREAGE. 6.68 AC. PROJECT OVERVIEW 1" = 100' U 100 Scale 1" = 100 ft ir.rm CONSULTING ENGINEERS PAINTER-LEWIS. P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 Telephone: (540) 662-5792 Facsimile: (540) 662-5793 Email: office®painterlewis.com JOB NO.: 1003008 SHEET: April 07, 2010 1 /2 i Im a'- •. DESI•M LAP SPLICE • 42. o.w OP OF 1ASE PLATE► EMU pOE7Esi�lFil� 1•i�lir-Ann�r.c� �Inl�>�srm ON ��i]E31 LIifi�L"L'r - �J �tl[L.J:3lsi i �:7Nk7 an 1� f3u "Do 63,07 V (i 0 � T.i +0,0 a o NDrea t . OAM PLATE iMinay� 2.500' S OISI► • 50 3: VD iT pnSAIN C IDt • S. ri�DtirW CO ET xi%. NOTES. i_ T vin*icu : i,it� 2. "LVANIIED PEA ASTN A-123. 3. OESISN CRITMIA: tIA/TTA Ili-G ♦. rN $TP1JCT/ w SPAS OWNDESIGNED FOR THE FOLL1340M LD.ND.' F cATtO" 3 CA AtX1ELEAAttaS AT 111 too PiNiODf SDS •.•0 NI Af! 3 IECONO OYfr 1 TfAA YIIO AE I11N1 PlNtao 41 O. IC S M NO - 3o MAI E AND WIND WED IC! T,41coasS - 6-7I INCH C, Elm - 60 MPIt -1-0 SPEED D. EDU T NTO CENUM"O NiSTgUT /rl� MIM ICE OmCRIPTIOY trry !FT► 1S;[TP„11) LIM VEP•A+21 LOS, -{ipnv,uja we. IS ao Do be 00 0 00 i.6o Teo --- 10 i .oG n.of 0.00 •.ei OO )`i:2• IY �t. Mnt.. A f fy 00 Oo 0.09 1 34 0 21-N 2 2r-NP IYIMIVO DIa ggy:06 i5:0�0 0: 0000 'i:oo • 7t].20 IOOt }iP NN DTfli, A6 'Ota fO. Do 60:00 0:0000 It:34 Sit 13.73A 10022 S. FEEDLINES ATE PLACED lNTCRIOA TO POLE SWIFT PJN" NOTW OTNEAIMISEI. Quotin Tool for Single Drilled Pier Foundations tauote #, .P 20 3�810047 R2 Tower Size: TP 30..0..: $� Customer Name: Shenandoah Tower SlZing: i} r�et+sr 41.00 Site Name. Mt, Wea#het'' -VA ':. . This Is the template diameter. Design Parameters: A,6 urned Sall T , Ow r - Cohesion: 1.0 ksf Soil Weight, 110 f Concrete Strength: 3000 psi Foundation Design: Diameter:. ; 5.0 ft De the 33.0 ft Eztve .. rage: 16 .: r3ihes. Concrete Volume: 24.36 c Rebar Desi n- Reta;Br Qgan J equWapaped Rebar Size 8 in a 4.5 R cue NOTE: THE MONOPOLE TOWER STRUCTURE AND FOUNDATION DESIGN SHALL BE COMPLETED BY OTHERS UNDER A SEPARATE CONTRACT. THIS INFORMATION IS SHOWN TO PROVIDE CONCEPTUAL KNOWLEDGE OF THE PROPOSED STRUCTURE AND IS NOT INTENDED TO BE USED AS THE FINAL STRUCTURAL DESIGN. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% GREATER EXISTING PAVED ROADWAY --- '--:FILTER FABRIC SECTIONA -A NOTE: SPILLWAY USE DBAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNEUZE RUNOFF TO BASIN AS EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. Q t� O_ �� FLOW 0 h�Yr,.f,,fry��'�t r -r ^ ' r13 c36 '1rSY'." Ld a_ •i A A 3 7 )�.-'4S 2"-3" COURSEf AGGREGATE o MIN. 6" THICK 4'j" iu O $4' Ctf a Z I ,� DIVERSION RIDGE Cn W PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, TEMPORARY T REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. /E� GRAVEL 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. CONSTRUCTION 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ENTRANCE/EXIT ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT '' 10 FT MAX. SPACING WITH IRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC WO,QD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF 9" MAX. '-�'_' (RECOMMENDED) STORAGE HT. J• ..•• .12 iY •� 1 �'�. 12" MIN. 12" MIN. - 4"x6" TRENCH WITH COMPACTED GRAVEL BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE A LONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7 BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE ...................... (;E ..... 3,05 SILT FENCE X--X"n X 3.31 TEMPORARY SEEDING _ 3.32 PERMANENT SEEDING PS 3.35 MULCHING \ \ EX. BUILDING / \ FF=722.62 / \ BENCHMARK CONC. CORNER= 722.63 EX. INtIERTER EX. BLOCKED OPENING �v3 EX. SHRUB (7YP.) / tr EX. BUILDING \ FF=722.65 GAS M METER ' PR. 80' MONOPOLE TOWER EX CONC. \ ,. PAD . GROUND ELEVATION=722.50� 1 u \• �.' 0ZcLIMITS OF CLEARING --I ``# 1 `� '> AND GRADINGs r5 PR. CONSTRUCTION s' ` ENTRANCE AND -� (• , ,>r!, STAGING AREA �o O4k, rv"'� \ X) 0 n" K EX. HC SIGN 42 7 (TYP.srt.. \ ' \ SF NOTES: 1. ANY DAMAGE TO THE SIDEWALK/HANDICAP RAMPS AND HANDICAP SIGNS THAT MAY OCCUR DURING CONSTRUCTION MUST BE REPAIRED TO THEIR ORIGINAL STATE, AS REQUIRED. 2. AFTER CONSTRUCTION OF THE TOWER, REGRADE THE DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE IS MAINTAINED. 3. ALL DISTURBED LAWN AREAS MUST BE RESEEDED AND RESTORED TO A STABLE GRASS AREA. BENCHMARK IRON PIN= 721.89 M1 10 0 10 MW%p6iiii Scale 1" = 10 ft GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY, 3. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY, 4. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 6. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY PAINTER-LEWIS, P.L.C. (540) 662-5792. A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 7. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 8. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2, ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. I' 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE SODDED OR RESEEDED, FERTILIZED AND MULCHED AS NEEDED. 7. 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 SHALL 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 BACKFILUNG 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. 1 0 V) ! rr Z of i U Wb i I l w Q a J Z X OW 1- O Q Z V) Z � Z0> < w Q Q Z Z Z ..rl C) O2� OU j Y Q W OW 0 Q LLI O W a aZ� �O d J o N N E _ �0 o Nto (n I LO In N N I 3 N N W n 0 o 't .t a. v c a� w W o -C o E v Z '�LLJ t,TH OF t L) j PAINTER 9 c.18260 kS4 biS ONAL SURVEY: PL-PLC DRAWN BY: RED JOB NO.. 1003008 SCALE: DATE: 1"=10.0' 04/07/10 SHEET: 2/2 GENERAL NOTES Project Description: The property delineated on this plan is located at 170 Marcel Drive off of Tasker Road in Frederick County, Virginia. The property currently holds an existing office/ warehouse building with existing parking and utilities. This site plan is proposing the construction of a new 80 foot monopole communications tower on the south side of the property. There will be no other construction associated with this plan. Property Owner: Elman FBI Associates, LP Contact: Mr. Anthony M. Mosca 100 North Centre Avenue, Suite 502 Rockville Centre, New York 11570 Telephone: (202) 664-3206 Engineer/Surveyor: PAINTER-LEWIS, P.L.C. Contact: Mr. Timothy G. Painter, P.E. 817 Cedar Creek Grade, Ste. 210 Winchester, Virginia 22601 Telephone: (540) 662-5792 Topographic information shown on these plans was provided by Painter -Lewis, P.L.C. (540) 662-5792. Site Data: Parcel Area: 23.2890 Acres Tax Map Number: 76 A 53B Instr_ Number: 20050026534 Zoning: M1 (Light Industrial District) Magisterial District: Shawnee Use: General Office and Warehouse Front Yard Setback (R.O.W.): Required- 75' Side Yard Setback: Required- 25' Rear Yard Setback: Required- 25' F.A.R.: 1.0 Minimum Landscaped Area: 25% Maximum Building Height: 60 ft Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- This site is located in Zone C per FIRM Panel 210063 0200B. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Conditional Use Permit #04-09: Conditional Use Permit #04-09 was approved on September 23, 2009 to enable construction of an 80 foot monopole steel telecommunication tower. Conditions associated with the approval of the Conditional Use Permit include the following: 1. All review agency comments and requirements shall be complied with at all times. 2. The tower shall be available for collocating public use wireless service providers. 3. A minor site plan shall be approved by Frederick County. 4. If the FAA (Federal Aviation Administration) relinquishes their lease of the property, the tower will be removed by the FAA. 5. If a telecommunications tower is not erected within 12 months of the approval of this CUP (conditional use permit), the CUP will be deemed to be invalid. 6. Any expansion or modification of this use will require a new CUP. WATER AND SEWER SERVICE Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA 22604 540-868-1061 BUILDING INSPECTIONS NATURAL GAS Frederick County Inspections Department Shenandoah Gas 107. N. Kent Street 350 Hillandale Lane Winchester, VA 22601 Winchester, VA 22602 540-665-5656 540-868-7911 EROSION AND SEDIMENT CONTROL ELECTRIC SERVICE Frederick County Public Works Department Allegheny Power 107 N. Kent Street 3463 Valley Pike Winchester, VA 22601 Winchester, VA 22602 540-665-5643 540-722-5830 PUBLIC ROAD IMPROVEMENTS TELEPHONE SERVICE Virginia Department of Transportation Verizon 14031 Old Valley Pike 404 Hillandale Lane Edinburg, VA 22824 Winchester, VA 22602 540-535-1818 540-665-3156 FEDERAL AVIATION ADMINISTRATION MONOPOLE COMMUNICATION TOWER SHAWNEE MAGISTERIAL DISTRICT TM#• 76 A 53C WRIGHTS RUN, LP STE A212 ZONED: M 1 / ACREAGE: 5.52 AC. SHIRLEY HEFLIN KENNEY ZONED: RA ACREAGE. 8.51 AC. TM#• 76 A 47 DONALD S. JR. & JANET M. KENNEY ZONED. RA ACREAGE: 8.32 AC. ° 4 FREDERICK COUNTY, VIRGINIA .- ,;v:1ll�//l�,.r .11f11�►"�,,,.`'�Jt��''i�,;.,�. w 11,E �. i 111 ("jw-E tG&W Ud.4 Used) r 1 f 1 f 241W 0010 I NAO. Ix S tlNd N JaZ + S� o V• sror WWI TM#• 76 A 42 SARGENT PROPERTIES, LLC ZONED: RA ACREAGE.- 115.23 AC. vL a,i; TM1 76 A 53D HERITAGE PLACE, LC ZONED: M 1 ACREAGE- 17.72 AC. �, \ 000 M5, 4 131 r I� �� 4 ►� �, / w d t'9iP \ lit sw.� FW K ) .. .... .. ....:. .. ..« sa TMJ 76 A 53B ELMAN FBI ASSOCIATES, LP ZONED: M 1 ACREAGE. 23.2890 AC. cowlLai : brl tMii3!' ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/2- PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/2: COVER SHEET SHEET 2/2: SITE PLAN, NOTES AND DETAILS i'I'll OF 0,TIMOTHY PAINTER y Lic. .018260 SI�NAi �� Srll"APPROVAL �4_3II � SITE PUN NWIS - / 0. _-- \ PROPOSED 80' MONOPOLE' i •�+;�� `'� � ZONING ADMINISTRATOR DATE LOCATION APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL outw +e'ar [�C�DE10__1QL QWMT Oil TM# 76 A 53A SHAWNEE MAGISTERIAL DISTRICT � WRIGHTS RUN, LP STE A212 ZONED: M1 - FREDERICK COUNTY, VIRGINIA . r ACREAGE: 6.68 AC. PROJECT OVERVIEW 1" = 100' 1 I 100 Scale 1 " = 100 ft Pb CONSULTING ENGINEERS PAINTER-LEWIS. P.L.C. 817 Cedar Creek Grade, Suite 210 Winchester, Virginia 22601 Telephone: (540) 662-5792 Facsimile: (540) 662-5793 Email: off ice@painteriewis.com JOB NO.: 1003008 April 07, 2010 SHEETI 1/2 9 so- 0.00 OES10 LM SPLICE • 42. .oe ® oOF B'ASE RATE) M I��E: tiii�l2!*°�''•T ®tlE=ifl r iri 63�IA r+ott 0 7.43' rY� +47,79- o,o TY► O o NOTES: 1. SASE PLATE THICKNESS • 2.50e' 3. t)fNT ANo INT6M� SAY ecs{) s: N"tw.xNw NOTES. t. T MOMENT Wpp����yI 11 CAI - 6N . 2. " VANTUD PER AST" A-t23. 3. OESIeN CRITERIA; EIMTIA 222-G ., TNT STgJCTIMIE .AS @W" DESIGNED FOR 7NE POLLONING LOAO:NR NON . 3 �Yfir-01 AOOELERArta AT eNORT PERI006 tlOs - e.eo MTMD L610 IECO"OSTAND 100 Y'G1R MT/O RE1Ve1 PENTOD eNjo 0 ? 30 WhR [CE A/eI VINO fPEED TCE TNICNNISS - 0.73 INC. - 60 WN HIND SPEED D. EOU TMIND "ro C711K) O Mir►" 14E MTM ICE M"M OlMCRIPTTON IFT) OTT) (ITT)) %[TP-111 US) VT­2) ---3--�0 --�t-6- -dlght"In2 000. IS e0.00 80 00 0 00 360 f00 o ■ 3' tale 00 79. 0.00 e.�p eIl '4: ea Seo o oo 11.26 a t� ae .. A E . NRIIO Vl.e� Dla 00 0: 74: 5e 6eQ�e 1 12 22--1M' iS'oo 0�0 00 }���li c1fh. Ae 'DIa o'o°0a o:Ss ii:2°+ 62° {:20 i:3N1. foot ?-w'�`ir 60:00 S. FEEDLIIES AW PLACED INTE91OP TC POLE SMFT RO"" NOTED OTHMISIII . Quoting Tool for Single Drilled Pier Foundations quote #, `P 20481 aa47 R2 To "er Size: Customer Name: Shenandoah Tower Site Namet, 'e1#heC, VA :: SlZrng: piameter 43.00...'in * Tower Reactions: Moment: 721 k-ft _ Shear. 11.86 kips... Weight., ,011 ,.: kip Desi n Parameters: As%urneef `Stall: Type:. I aay � Cohesion: 1.0 ksf Soil ire' ht 1 10 Concrete Strength: 3000 psi Foundation Design: Diameter:. 5.0 ft . Depth: 33.0 ft Ext< above rage: 6.:` -inches Concrete Volume: 24.36 c Rebar Desi n: Rebar Quan' 10: aquw. Rebar Size 8 in a 4.5 tt Cage • This Is the temotate diameter. NOTE: THE MONOPOLE TOWER STRUCTURE AND FOUNDATION DESIGN SHALL BE COMPLETED BY OTHERS UNDER A SEPARATE CONTRACT. THIS INFORMATION IS SHOWN TO PROVIDE CONCEPTUAL KNOWLEDGE OF THE PROPOSED STRUCTURE AND IS NOT INTENDED TO BE USED AS THE FINAL STRUCTURAL DESIGN. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% SECTIONA - A 2 % OR GREATER FILTER FABRIC NOTE: SPILLWAY USE NDBAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. Q O ryo FLOW FWW Ld )! a .!��-'C r�1a K• � y.y :'t ,4,,, sY,nw•-.. ,l . - ti m•^' ,. ' lYU��.) A A 2'-3"COURSE ' : ?� " AGGREGATE MIN. 6" THICK,:, Of z 14. � I~_ F DIVERSION RIDGE X W PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, TEMPORARY REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. GRAVEL 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. CONSTRUCTION 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE ENTRANCE/EXIT THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT • • � • 4 Uii"ii�ooliI) ii�oo •o�ol ,.��''•• i'i I i I'ii)�';�''�'��ip111 li ''';;I•••''�•r•,,.•• it ` .. oil ;''''��"111 1'iiii I) Iii PONDING HT. STEEL OR WIRE 1, FILTER FABRIC W0pD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF 9" MAX. (RECOMMENDED) STORAGE HT.�'.. ".. 12" MIN. 12" MIN. w' 4"x6" TRENCH WITH COMPACTED GRAVEL k BACKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE A LONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.05 SILT FENCE ' X x-_X----X 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps 3.35 MULCHING Mu EX. BUILDING / FF=722.62 / BENCHMARK CONC. CORNER= 722.63 EX. INVERTER EX. BLOCKED OPENING \ t c jI EX. SHRUB (TYP.) / f ` tom-' EX. BUILDING METER !, r \ / EX. CONC. \� PR. 80 MONOPOLE TOWER{-J GROUND ELEVATION=722.50 `` PAD \,4 y LIMITS OF CLEARING --I AND GRADING PR. CONSTRUCTION `N cn ., ENTRANCE AND STAGING AREA �o O K • •. W EX. NC SIGN c (n'P'rif' Zt ? tl SF NOTES: 1. ANY DAMAGE TO THE SIDEWALK/HANDICAP RAMPS AND HANDICAP SIGNS THAT MAY OCCUR DURING CONSTRUCTION MUST D BE REPAIRED TO THEIR ORIGINAL STATE, AS REQUIRED. 2. AFTER CONSTRUCTION OF THE TOWER, REGRADE THE DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE IS MAINTAINED. 3. ALL DISTURBED LAWN AREAS MUST BE RESEEDED AND / RESTORED TO A STABLE GRASS AREA. BENCHMARK; IRON PIN= 711.89 10 0 - 10 Scale 1' = 10 ft GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 3. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 4. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK, AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 6. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY PAINTER-LEWIS, P.L.C. (540) 662-5792. A CONTOUR INTERVAL OF ONE (1') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 7. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 8. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. r- 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE SODDED OR RESEEDED, FERTILIZED AND MULCHED AS NEEDED. 7. 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 SHALL 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. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. z O w J U W O Of a. z O a U U) w 0 w Q O OW �... Z (n Z �_ Z©> w Q QZZ Z = :D 0 2 U j C) Y Q J O W 0-0 W o Z � IA_ 2 V O aN_N�,E Q, rM rn O = N14 N N y W v• �'o)00° >` LO cL U v a� N w W >` 0 O � U v v Z, ~ w w eI6>•Ii 00 Q a ,, TH OF nN 1 jPAINTER c. N 018260 ��0¢ 01� to G� 0. SS ONAL SURVEY: PL-PLC 1 DRAWN BY: JOB NO. RED 1003008 SCALE: DATE: 1 "=10.0, 04/07/ 10 SHEET: 2/ `