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HomeMy WebLinkAbout05-09 Pine Knoll Constuction - Asphalt Mixer Plant - Stonewall - Backfile (2)LEGEND VICINITY MAP ■ � o 0)_ d SCALE 1 "= 2000' EXISTING FEATURES ® EXISTING EDGE OF PAVEMENT EX EP ,1 - f k EXISTING EDGE OF GRAVELEX_._ E G w v �r�LP �E 1 © 0 a („? , EXISTING CURB AND GUTTER EX cc- E �OPO O EX. INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR 4 « o �« •tit, STEPHENSON '- �p RDUrE6,1 o / 1 EXISTING SPOT ELEVATION X . G. 225.00' 5 62°24'35" E o 10Q.00' j �i S`I TE L_ b @� o EXISTING TELEPHONE LINE T - TMAGAZINES 25 BRL FOR EXPLOSIVES -p cc M U EXISTING SANITARY SEWER �� - � -: m - - S � - __.__ __._._. __.__ ____ _ _ 1( _yi { ! -- i PA�KING _� 40' 0' 40' (0 o � EXISTING ELECTRIC SERVICE - - �^ _ _ �.__ ___ __._. t_ z i tRUCK � w ! ! , j GRAPHIC SCALE r 1' EXISTING GAS LINE ______--_----- GAS _____. _ G � r -____.._. _.._ � v' PR OJECT INFOR MA TION EXISTING STORM SEWER—_-.-,; EX. 15 " RCP _ _ _._� _ _._- 44-(A)-6A FREDERICKCOUNTY BUSINESS PARK q _ __ _ ��` w Owner Applicant (Lease Holder ) EXISTING FENCE LINE __._._,_._.____ _._.-...__ #060005838 ZONED: M-2 USE: VACANT � 1 i -- - � ' � � Valley Fertilizer Pine Knoll Construction, Inc. PO Box 816 210 Ebert Road EXISTING DITCH LINE -- ---- -- --- 5,369 ACRES ,; j i . _._. " ��� uel Tank f Mount Jackson, VA 22842 Winchester, VA 22603 EXISTING WATERLINE W/ TEE --' {-'—°-� ` { Phone - (540) 477-3121 Phone - (540) 667-3092 EXISTING FIRE HYDRANT EXISTING WATER VALVE EX. FH --u x" F'`- ! ~� f s Warehouse 2,490sf . ; 1 y ��w 10 Property Data Building Setbacks Per Code Existin Praposed Tax Map Number 44-(A)-6Front. 75� +150� same A cc dO �~ � 7y EXISTING REDUCER a� - .� —D-ry� , o ry r� - • _ ? ti,� i Address 210 Ebert Road Left Side: 25 +102 26 Area 4.327 acres Right Side: 25 +119 same Zoning M-2 Rear. 25' +98' 26' p Ln c\ , ,� 4 rZ 1: � 1__3 a cn EXISTING TREE DRIP LINE # p � Service Bay 1 _ x. � Legal References DB 504, PG 443 Existing Use Site Construction Company d [� p PROPOSED FEATURES �° servlceBay2 �, � _ r Proposed Use Same PROPOSED ASPHALT PLANT ' W "� W Service Bay 3_ i � y �--��-------. a PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF GRAVEL PROP EP PROP EG AREA, PLANT IS COMPROMISED OF SILO, r CONVEYORS, BINS, ETC ,� �. W y 1 W W ; � a a — Offlce -1700 sf _ rU 2mechanics 3employees ��, j total ServiceBay4 , - j Zoning Data Building Data Open Space Minimum 15% = 28 275 sf Type of Construction Metal Silo's Tanks and Conveyor p p 4 04 Z Va W o Z Q o z Z THE PLANT WILL NOT REQUIREWATER NOR u, I j ell ServiceBay5 f w / I o Proposed Area n/a -all feces are movable Open Space Proposed 17.1 /o = 32,275 sf P P F.A,R. Maximum 1.0 Height Maximum 60 feet o o Q �- W v ,Y U ,� O o rt q o ti PROP. CURB &GUTTER PROP CG-6 SEWER HOOK-UP. THE ELECTRICAL LINES SHALL BE BURIED TO THE s o = 4 t t5 m --- 0 - ! r a CONC. PAD __� v__ g F,A.R. Proposed 0.09 Height Proposed 58 feet (Silo) F.A.R. Proposed 0.10 Z o 0 Q W W 'j �,, >. Z �S Z o � � CURB &GUTTER CONTROL UNIT i o "` �' I 44- (A)-6B v ti v = - Lu PROP. REVERSE PROPOSED CONTOUR PROP CG-6R 5D o ____ ,. j t_ i I FREDERICK COUNTY BUSINESS PARK #060005838 Parking Setbacks Per Code Existing zit o w e �, o �„ o W m Q c, - i _-- _ Front: 5' 419, 0' z q z PROPOSED SPOT ELEVATION + SD 1 44-(A)-6 Warehouse - 4,620 sf BATHROOM SHALL BE _ _, IMPROVED TO MEET n, ZONED: M-2 cN USE., WAREHOUSE Health Department - HD#69090066 Left Side: 5' 3, 5' z o PROPOSED STORM SEWER PROP. 24 " ADS ( AND 18C VALLEY FERTILIZER w o� LOT 1 RE REQUIREMENTS Z Q fw I o W DB 504 PG 443 r' ! G o cA 10,304 ACRES �` Right Side: 5' 3.0' g Rear: 5' 8.7' PROPOSED SANITARY SEWER S S --- S v ZONED: M-2 Common w i w USE: CONTRACTOR Bathroom Parking Calc. Required PROPOSED TELEPHONE - T -i __�__ T �__ w A -; cry 4,327ACRES -.a._ . �""" ��'� PR. 25'x3T CONCRETE --- � Office - 3,000 sf 1/250 12 Department of Inspection Notes: Service Bays - 5 3 bay 15 PROPOSED ELECTRIC E E E m o Septic tank as shown by tenant `' PAD AT 2% GRADE FOR '��' � HANDICAP PARKIN 1 q per Mechanic's Shop - 3,120 sf 1 per employee 1 PROPOSED GAS LINE GAS GAS- o z i r w 18 i offices. -- w g p y g p 1, Buildings shall comply with the Virginia Uniform Warehouse - 7 060 sf 1 per employee 1 Statewide Building Code and Section 306, Use group F z PROPOSED WATER LINE -- W W W W W 2 eOmp.f — 8 j ._ _., (Factory and Industrial) of the International Building Cade/2006, Hoppers and Tank shall be permitted under PROPOSED WATER METER 1 "WM W W { J r� E Section 312 (Utility) of the International Building Code/2006. Required Existing Proposed Total w PROPOSED FIRE HYDRANT D& PROP. FH c r -; _ 1 �� r j r $ Other Code that applies is ICC/ANSI A117.1-03 Accessible and usable Buildings and Facilities. Parking Spaces 29 60 same 60 1 i a 1 Handicap Spaces 3 D 3 3 COMMON LA BELS & FEATURES I w a . „ Machine Shop 312D sf _ — f 2, Proposed asphalt mixing facilities require a building Loading Spaces 1 1 same 1 e permit. � 1 employee { PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES vi �! ! �_ 1 , j w ( f V L 3, Site Plan indicates upgrading existing building facilities to comply with ADA ANSI Handicap standards. LU a o EASEMENT LINE { -- ` w w w v 4, Existing structure shall comply with ANSI A117.1-03 for full compliance or shall meet the 20% cost of construction r I _ (y for accessibility, PROPERTY CORNER FOUND 0 I 5. Design Professional licensed in Virginia shall seal the PARKING SPACE TOTALS 12 S t, ; -- __ 1 1 structural plans submitted for permit application and special ADA HANDICAP PARKING STALL # ' w w w z y r' 1 Topsoil Screening Area Inspection requirements of Chapter 17 of IBC shall apply to this type of structure, (soils, concrete, steel, etc.) SIGNS \ � Zoning General Notes SANITARY MANHOLE IDENTIFIER 0 75' BRL t � Maximum 1. This project will not disturb any environmental features as STORM DRAIN STRUCTURE IDENTIFIER ! ____- i w ~ w w ,, Ex 64 sf Sign 16' high " Environmental Existing Disturbance Proposed Features Acreage Allowed Disturbance defined by the Frederick County Zoning Ordinance. 2, All new utilities that will service this site must be placed c� Q �` ~ Z LIGHT POLES -�- � Outdoor Storage „ w �, �- , Relocate to 10 from �, t t �, w proposed right of way. - �. w „ ,1' __ - _,. ' w w o o Floodpla/n D acres 0 �a 0 /o o 0 Lakes & Ponds 0 acres 0 /) 0 /o underground. 3. Exterior lighting will be provided by wall pack lights attached to the building & lightpo/es. Q \ o Z M a `+�, LOCATION OF TEST PITS 1 ` �� � - - - -- �' �, w 25'PRL y F. w ___ __ �._ ___. w __w. Install e double row of 6' evergreen trees Wetlands >1AC 0 acres Ooib 0% Sinkholes 0 acres 0% 0% 4. All lights will be shielded or directed to prevent glare on neighboring properties, 9 9P P q a { n ��- I Z �J Z w ''' EROSION &SEDIMENT CONTROL FEATURES 3 �� L w w ' v Y� w '� r W C `ems Natural S. W. 0 acres 10% 0% Retention Areas ~ ` v LIMITS OF CLEARING &GRADING `XZ lei V� 1 t P P o o a Steep Slopes > 50 /0 0 acres 25 /0 0 /o F, O =� --� >' ' , _.10' Of Woodlands 0 acres 25% 0% - Y STRIP TD BE DEDICATED fOR RIGHT WAY] Q INLET PROTECTION N 62°2435" W - 325,00' - --- - — - --�__ Q W W ® oLU .,_,.____ .---_------_____.,...�....__.______�..•__________�___.______._..____.�___._.._.__..___._...__...__.._--__..,---.--._-_._ _._____.___--------. APPROVALS SP # 05-09 OUTLET PROTECTION ®OP EBERT ROAD N ROUTE 8371800' TO RT 11-�-��^��.�_��^���_�~__. i CHECKDAM DIVERSION DIKE OD 44-(A)-12 I 44-(A)-12A Frederick County Zoning Administrator Date ZUCKERMAN ENTERPRISES, INC. r !!. WINCHESTER METALS, INC. SILT FENCE W/ WIRE SUPPORT X SF DB NE PG -2 ZONED: M-2 � � 256 ZONED: M-1 ZONED:#05002M-1 A (� RIP RAP RR -- ` -----__�_._._��\. �` USE., METAL RECYCLING f37.45 ACRES I yy 1 USE: WHOLE METAL SALES -15.83 ACRES Final Site Plan Approved by Frederick County Planning Department Reviewer Date ` / SEDIMENT TRAP o ST 1. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 2, The Frederick County Department of Inspections approval does not constitute a building permit, Building plans must be submitted and DATE: JAN . 2, 2009 approved prior to constructing any structure. Furthermore, the site must meet a// ADA requirements and be approved by Inspections. SCALE: 1" = 40' CONSTRUCTION ENTRANCE CE FILE NO. 0220 SHEET 1 OF 1 LEGEND VICINITY MAP ■ o cn C Q Q SCALE 1"-- 2000' EXISTING FEATURES +� EXISTING EDGE OF PAVEMENT EX EP _ hH % � EXISTING EDGE OF GRAVEL EX EG v P O V EXISTING CURB AND GUTTER EX CG- 6 �' I� P� % -0 C EX. INTERMEDIATE CONTOUR < % 0 v� STEPHENSON C C v N EXISTING INDEX CONTOUR F o /3, �� ROUjF67r EXISTING SPOT ELEVATION "5, 0. 0 , W 22500' S 62°24'35" E 100.00' �� SITE W �. �,. w W W W EXISTING �\�C �n EXISTING TELEPHONE LINE T T T '^ W MAGAZINES FOR -0 0� EXISTING SANITARY SEWER S S S 25 BRL y W EXPLOSIVES 40' D' 40' C � C Q �- EXISTING ELECTRIC SERVICE E E E RUC PA IN � �, I z GRAPHIC SCALE m ( j` a EXISTING GAS LINE GAS GAS t IW PROJECT INFORMA TION'' EXISTING STORM SEWER EX. 15 RCP FREDERICKCOUNTY BUSINESS PARK i W Owner Applicant (Lease EXISTING FENCE LINE #060005838 ZONED: M-2 I �.f i (� Valley Fertilizer Pine Knoll Construction, Inc. w , PO �� 210 Ebert Road 'N EXISTING DITCH LINE T USE., VACANT 5.369 ACRES w uel Tan v 816 Box Mount Jackson, VA 22842 Winchester, VA 22603 Phone - (540) 477-3121 Phone - (540) 667-3092 EXISTING WATERLINE W/ TEE W ' ' EXISTING FIRE HYDRANT c& EX. FH W ( . W 5 W EXISTING WATER VALVE W -C}--- W W Warehouse - 2,440 sf W Property Data Building Setbacks Per Code Existin Proposed Tax Map Number 44-(A)-6 NiA G a, ,��- � m O EXISTING REDUCER W W -� ca o y 10 W Front: 75' +150' same Address 210 Ebert Road Left Side: 25 +102 26 , LL' oo o-- Y ~ p st , ' Z ,--~ Area 4.327 acres Right Side: 25 +119 same Zoning M-2 Rear: 25' +98' 26' 0 r, oC = � � ~i �°� o to EXISTING TREE DRIP LINE ^► Service Bay i� _ ---E W�, a Legal References DB 504, PG 443 ; PROPOSED FEATURES r- Service Bay 2 ( Existing Use Site Construction Company Proposed Use SameCD y ¢ W W " SeN/CC Bay3 ( X PROPOSED EDGE OF PAVEMENT PROP EP PROPOSED ASPHALT�AL AREA, PLANT COMPROMISED OF ILO'S W W l W W 2 mechanics — — — otflce -1700 sf 1 3 employees W y '� ►� �jr Zoning Data Building Data o oc PROPOSED EDGE OF GRAVEL PROP EG CONVEYORS, BINS, _ total Service Bay 4 Open Space Minimum 15% 28,275 Type of Construction Metal Silas, Tanks, and Conveyor Z Z y W O z z THE PLANT WILL NOT W "� W — — — — 8 ll = sf Open Space Proposed 17.1 % = 32,275 Proposed Area n/a -all pieces are movable a Q cv. REQUIRE WATER NOR Q Service Bay 5 sf m o 0 W o tU PROP, CURB & GUTTER PROP CG-6 SEWER HOOK-UP, THE ELECTRICAL LINES SHALL q 4 a o — — — — coNC. PAD W F.A.R. Maximum 1.0 Height Maximum 60 feet F.A. R, Proposed 0.09 Height Proposed 58 feet Sil _ `� Q Z C- 4 W W ~ �. � `Z Z C , PROP. REVERSE CURB & GUTTER PROP CG- 6R BE BURIED TO THE CONTROL UNIT, m a y a � r -- "' � 44-(A)-66 FREDERICK COUNTY F.A.R. Proposed 0.10 W t� Q z C � a z W e IfilBUSINESS E I PARK w W z z m PROPOSED CONTOUR 50 z 3 y ti #060005838 ZONED: M-2 o z Z 4 Q� PROPOSED SPOT ELEVATION + 50 4 44-(A)-6 Warehouse - 4,62o sf BATHROOM SHALL BE IMPROVED TO MEET ^� w° w USE: WAREHOUSE Parking Setbacks Per Code Existing O p ,� °° PROPOSED STORM SEWER PROP. 24 ADS , �,� 0 z N) ` o� W W o W o LOT 1 VALLEY FERTILIZER DB 504 PG 443y A.D.A. AND IBC �, _ REQUIREMENTS �'? 1 %, ti �? � 10.304 ACRES Front: 5' 419.0' Left Side: 5' 19. PROPOSED SANITARY SEWER S S S w I W w ZONED: M-2 USE. CONTRACTOR common w eptic tank as shown by tenant ^T I Bath�m cry Right Side: 5' 3.0' , Rear: 5 8.7 PROPOSED TELEPHONE T T T a W 4.327ACRES PROPOSED ELECTRIC E E E m Q PR. 25537CONCRETiS ` I W PAD AT 2% GRADE F R Parking Calc. Required Office 3,000 11250 12 PROPOSED GAS LINE GAS GAS 4 Q v HANDICAP PARKING I orflce . 18 - sf Service Bays - 5 3 per bay 15 PROPOSED WATER LINE W W W $ 1 �' 12 emp f Mechanic's Shop - 3,120 sf 1 per employee 1 0 H PROPOSED WATER METER 0 1 "WM W i w � ro 8 I vLU Warehouse - 7,060 sf 1 per employee 1 cn M PROPOSED FIRE HYDRANT PROP, FH W� W L W f W — Required Existin Proposed Total COMMON LABELS &FEATURES W y � �. .� W ' w Machine Shop - 3120 sf 1 employee �, Parking Spaces 29 60 same 60 Hand3 0 3 3 Handicap Spaces aces P w � W Loading Spaces 1 1 same 1 PROPERTY LINE OF PROJECT W o NEIGHBORING PROPERTY LINES W �' EASEMENT LINE w w w PROPERTY CORNER FOUND 0 W W � y W W IW • PARKING SPACE TOTALS ADA HANDICAP PARKING STALL y Topsoil Screening Area SIGNS I 11 f I Zoning Genera/ Notes SANITARY MANHOLE IDENTIFIER A 75' BRL Maximum Environmental Existing Disturbance Proposed 1. This project will not disturb any environmental features as defined by the Frederick County Zoning Ordinance. STORM DRAIN STRUCTURE IDENTIFIER 0 ---�- l\� �''`� tQ) `V ^ �i LIGHT POLES Outdoor ` W W W Features Acreage Allowed Disturbance o o 2, Ali new utilities that will service this site must be placed underground. ( o� y �n V Floodp/ain 0 acres 0 /0 0 /o rx LOCATION OF TEST PITS W W W w W w W a © �y Lakes & Ponds 0 acres 0% 01yo Wetlands >IAC 0 acres 0% 0% r ` Qt� W 25 PRL y W y w W 1\J 'j'^\\\W) Sinkholes 0 acres 0% 0°fo EROSION & SEDIMENT CONTROL FEATURES W y W t Natural S. W. 0 acres 10% 0% Retention Areas U LIMITS OF CLEARING &GRADING — — LCG — — w^��y y W W W W y W N 6202435" W - 325.00' Steep Slopes >50% 0 acres 25% 0% CQ p U W w W 10' STRIP TO BE DEDICATED FOR RIGHT OF WA ` Wood/ands 0 acres ZS% 0 % 4 W INLET PROTECTION N 62°24'35" W - 325,00' -- _ _ _ Q ,Z LU LC OUTLET PROTECTION �j OP EBERT ROAD N ROUTE 837 1800' TO RT 11-- O► rN APPROVALS Sp # - 09 CHECKDAM DIVERSION DIKE 10.DD 44- A -12 UQ ZUCKERMAN ENTERPRISES, INC. DB 310, PG 699 I 44-(A)-1 Z4 WINCHESTER METALS, INC, #050028256 Frederick County Zoning Administrator Date SILT FENCE W/ WIRE SUPPORT ZONED: M-2 ZONED: M-1 Final Site Plan Approved by Frederick County Planning Department Reviewer Date USE., METAL RECYCLING USE., WHOLE METAL SALES ____-37,45ACRES f15.83 ACRES RIP RAP RR a a SEDIMENT TRAP a ST I. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 2. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans must be submitted and DATE: 3AN. 2, 2009 approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SCALE: i" = 40' CONSTRUCTION ENTRANCE CE FILE N0. 0220 SHEET 1 OF 1 6 a 0 ei d, M v tt I cl 0 L-M I M- U et- tif