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HomeMy WebLinkAbout06-20 Site PlanGENERAL NOTES: 1. PROJECT DESCRIPTION: The property delineated on this plan is located on Baker Lane in the Stonewall Magisterial District in the County of Frederick, Virginia. The development of this site shall consist of the demolition and reconstruction of a new crane and warehouse in the area of Building "B" on the existing Monaflo International Inc. site. Also, a cooling tower and several raw material supply sibs shall be constructed adjacent to the new Building "B". The development shall be contained within the limits of parcels of the Moraflo International site, known as TM 54-A-978 & TM 54-7-3. The total acreage of the tracts is 11.6223 acres. 2. PROPERTY OWNER: Rader Investment Group, LLC. Contact: Mr. Henning Rader 882 Baker Lane Winchester, Virginia 22603 Telephone: (540) 771-3180 DEVELOPER: Monoflo International, Inc. Contact: Mr. Henning Rader 882 Baker Lane Winchester, Virginia 22603 Telephone: (540) 771-3180 3. ENGINEER/SURVEYOR: Contact: Timothy G. Painter, P.E. Painter -Lewis, P.LC. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. LOT DATA Tax Map Numbers: 54 -A -97B Parcel Areas: 11.6223 Acres (TM 54-A-97) Existing Zoning: M-1 Light Industrial District Existing Use: Manufacturing/Warehousing/Accessory Office Space Proposed Use: Manufacturing/Warehousing/Accessory Office Space 5. ZONING REQUIREMENTS: Density: Parcel Coverage must not Exceed 75% Coverage Warehouse: (Impervious Areas < 0.75 x 11.6223 Acres = 8.7167 Acres) F.A.R. Ratio: Fluor Area to Lot Area Ratio (F.A.R.): </= 1.0 Setbacks: Front Yard Setback: 75' Required (Collector or Minor Street) Company Vehicles: Side Yard Setback: 25' Required 2 Spaces Rear Yard Setback: 25' Required Building Height: 60' Maximum Parking: TOTAL SPACES REQUIRED: Warehouse: 1.5 Spaces per Employee Office Areas: 1 Space per 300 Sq. Ft. Company Vehicles: 1 Space per each Company Vehicle Proposed facilities: 1 Space Required for every 40,000 Sq. Warehouse: 40 Employees = 40 X 1.5=> 60 Spaces Office Areas: 7,666 Sq. Ft./300 = 25.6 => 26 Spaces Company Vehicles: 2 Vehicles = 2 => 2 Spaces Tmctor/Troilers: 10 Vehicles = 10 => 10 Soaves BSBD. TOTAL SPACES REQUIRED: 98 Spaces "• •• The parking requirements will not change as a result of the improvements proposed for this phase of development. The parking tabulation has been included for verification of conformance for this site and use. CAST IN PLACE CONCRETE Loading Spaces: 1 Space Required for every 40,000 Sq. Ft of Warehouse Space 6. PROPOSED DEVELOPMENT: CPP CORRUGATED POLYETHYLENE PIPE Frontage: 450.00 Feet CMPA Parking Provided: 110 Spaces Total CLEAN OUT DIA. (Requires: 5 HDCP Spaces) EJB ELECTRIC JUNCTION BOX 5 HDCP Spaces (3 Von Accessible Spaces) Lot Coverage: EOG EDGE OF GRAVEL Coverage: Existing/Proposed Building Areas; 205,022 Sq. Ft. FINISHEDFLOOR ELEVATION Existing/Proposed Parking Areas: 40,913 Sq. Ft FG Existing/Proposed Asphalt Pavement 120,985 Sq. Ft. FIRE HYDRANT Existing Towers. Silos, & Concrete: 1,429 Sq. Fl. ELF. Proposed Building F Addition: 4,356 Sq. R. GAUGE GM 372,705 Sq R. or 8.5562 Acres F.A.R.: F.A.R.: 4.8340 Acres/11.6223 Acres = 0.416 < 1.0 Open Space: 11.6223 Ac. - 8.5562 Ac. = 3.0661 Acres HER CURB Open Space: 3.0661/11.6223 = 0.2638 or 26.4& Loading Spaces: 210,807 Sq. R./40,000 Sq. Fl. = 5.27 => 6 Loading Spaces INC 19 Loading Spaces Provided NV 7. LANDSCAPING Parking Areas: Proposed Parking Facilities: (Criteria) - I Tree per 2000 Sq. Ft. - Headlight Perimeter Screen Along R -O -W & Adjacent Properties: (3' High Evergreen Hedge) - Landscaping Islands - 5% of Parking Area - Interior Parking: 1 Tree per 10 Parking Spaces Provided: 1 Tree per 2000 Sq. R.: 40,913 Sq. R./2000 = 20.46 Trees => 21 Trees (Provided) 1 Tree per 10 Parking Spaces = 11.6 Trees => 12 Trees (Provided) Perimeter Screen along R/W & Adjacent Properties: (3' High Evergreen Hedge) => N/A 5% Interior Landscaping Islands: 40,913 Sq. Ft. x 5% => 2046 Sq. R. (Required) Landscape Islands: => 2046 Sq. R. (Provided) Note: These requirements did not change as a result of the Building F Addition. These requirements have been met and exist on ads. ZONING NOTES: 1. All easements, which are applicable to this site, have been indicated on the plan. 2. Development of this site will not result in the disturbance of any existing environmental feature. 3. All utilities must be installed underground. 4. No additional site or building lighting is proposed as part of this phase of construction. 5. Stormwater Management: This site is located within the J. P. Darlington Industrial Land Subdivision which maintains a regional stormwater control system located throughout this subdivision and downstream from this site. The requirement of this development is that no individual lot shall be developed so that the runoff coefficient (c) is greater than 0.65 (c=0.65). If the development of a lot results in runoff coefficient greater than 0.65, then a local stormwater management facility must be designed and installed on that lot. The previous development of this site necessitated the installation of a local stormwater management facility to be installed to control the stormwater runoff from this site. The existing facility is located on the southeastern portion of this parcel. This system has the capacity to control the full development of this site; therefore no further storm water management improvements are required or proposed for the continued development of this site. A new storm sewer piping system is proposed to be installed in the existing drainage channel located behind and beside the main warehouse facility and the proposed Crane Building to be constructed as part of this phase of development. This storm sewer system is proposed to permit the construction of a new paved storage and access facility aloe the rear of the warehouse and a new silo ad system along the side of 9 t ys o e the new building addition. This system has been designed d control and convey the 25 Year storm event. The heavier storm events shall be controlled by a combination of this systemand overland relief of the storm runoff that iconveyed t s to this system and the drainage channels downstream. The code will require that storm water quality will be required for future phases of expansive development. No storm water quality controls are proposed with this phase of development because no expansion is proposed. This phase proposes to demolish the existing pavement and concrete surfaces and reconstruct a building addition in its place. The area of disturbance is less than 5000 sq. ft. and the runoff coefficient will not change as a result of this development. 6. Previously Approved Site Plan Documents: This plan has been revised for the addition of Building F. This plan reflects information that was previously designed, indicated, and approved on the previously submitted Site Plan documents, as follows: Site Plan Numbers: #17-85 $20-88 #49-90 X102-99 #63-07 #09-11 #02-12 #15-13 #10-16 This Site Plan Submission: #06-20 HADEI NWESTMEN"T" GROUP, NC, MOKOFUCONTERNAYMNAL, MCI. O O L� �u U�� LAN WNCHIESTERS) WROMA 2261M3 STONEWALL MAGISTERIAL DISTRICT MV E= FILA 33 #06=20 COUNTY OF FREDERICK FREDERICK COUNTY, VIRGINIA I • 1 I � I I 1 I I 1 ---- JIF rPR. PAVED AREA 1 I - J AREA OF PROPOSED IIr :I PAVEMENT I IIr I _ IIr7 I cc 1 IIF; I I - Z IIS IIS I I � I I EX. BUILDING "IMBODEN" I I I 1 I 1 PR. PAVED AREA I IMPROVEMENTS - a IIS I MONOFLO INTERNATIONAL I LOT 2{, - J.P. DARLINGTON INDUSTRIAL LAND & w IiL- PORTION OF LOT 3 - BAKER UNE INDUSTRIAL PARK OI L_ ZONED: M1 1 USE: INDUSTRIAL F-7 EX. BUILDING "C" EX. SILO PAD BUILDING 1 _ W IIL _ LU IIL I 1 - w iii EX. BUILDING "A" EX. BUILDING "B" STORM \ iir i IMPROVEMENTS I ❑ I I PR. LIMITS OF - I I/ ROJECT ARE I ------- I -TI-II x777 _j T- ° 1 I❑ I I l .r-®-T�- ' = II II II II II II II I 11 4I II II II II II II II II I I III I -- I j i • � I j L II II II II II II II II II I I III I I r- --T-- I o �� i I II II II II II II II II Il I I ¢ II @� I II II II II II II II II II I I III I I -_ T -1 II II! �_ II II II II II II II II III I II I I_- -- � -- I, IV L_ __1__ I I I ro I EX. BUILDING "E" L- ---- L- -1-- `r I -�+ I/� L- --1-- _� I al I I.i .J _rl I _Jj . I _ �� (�-ed) -r I I f--------- \�---- I -r j--- -------L-J �I 1 -I -I -I II II - 'J�_)_j -----�-_ L ------------------------ -------�%� �LLLLLLLI_I_I_IJJJJ111111 PROJECT OVERVIEW 1"=50' 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 At GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE GMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EJB ELECTRIC JUNCTION BOX EDP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F.E. FINISHEDFLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN ELF. FLOOD UGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HE HOSE BIB HER CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER NV 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 NUT NO LEFT TURN HRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY UNE PP POWER POLE PR. 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.A. TO BE ABANDONED T.B.D. TO BE DEMOUSHED 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 LIGE UNDERGROUND ELECTRIC LOG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERUNE AM 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 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/4: COVER SHEET SHEET 2/4: OVERALL SITE LAYOUT AND GRADING PLAN SHEET 3/4: DETAILED SITE LAYOUT PLAN SHEET 4/4: BUILDING F LAYOUT PLAN & CONSTRUCTION NOTES RESPONSIBLE LAND DISTURBER CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL MONDFLO NTERNATMALp INC. SUOLDoNc IMI ADOMON She ?Nn. #006=200 882 BAKER LANE STONEWALL MAGISTERIAL DISTRICT COUNTY OF FREDERICK, VIRGINIA Op 4J PAINTER-LEWIS, P.L.C. 817 CEDAR CREEK GRADE, SUITE 120 PMNTO? s WINCHESTER, VIRGINIA 22601 8260 Telephone: (540) 662-5792 Facsimile: (540) 662-5793 /2020�47�' Email: office®painterlewis.com Ai �`'`1 CONSULTING JOB NO.: 1906002 SHEET: ENGINEERS NOVEMBER 9, 2015 LATEST REVISION DATE: February 25, 2020 1/4 TM 54-7-2 ANT N/F HONY D•ELIA A JOSEPHINE D'El1A, TRUSTEES (INSTR. /11001380) — — — — ZONING: M1 — — — USE: INDUSTRIAL — EC ° DRAWN BY: JOB NO.: to — — I 1 — — — •^ I PR. GNiSTOPS (TVP.) 1dJI'a- -Iq I o�^ I IGv I I •I _ I II s joPR. as . TOP -688.00 2 � z — ge• � O` INV. IN -884.20 `I I I 15= "Fk77�0'37f U.ffIF/F£ASTNI I 11 I �I II I I� I III III III I III � I III III I I�� I �I � � -- -- -- -� I I -I T I I� I i L I -L " PR. HEAW PAVEMENT SECTION — OB PR. DI -7 TOP -688.00 W. IN -680.50 W. OUT -680.25 OTOP -888.50 INV. IN -679.00 INV. OUT -878.75 I — EXISTING WAREHOUSE BUILDING 'A' I EXISTING WAREHOUSE BUILDING 'B' I I I I USE MANUFACTURING USE: MANUFACTURING F.F.HGTF.F. - .:688.85 I 20' 688.85 I ---L I r I 1 EXISTING BUILDING 'IMBODETI' USE OFFICE and WAREHOUSE F.F. - 687.20 I I� i ° DRAWN BY: JOB NO.: ( Pm \\ I I TM 54-7-1 N lI / II N/F JUCAPA, LC TO BE RELOCATED LL���4ILU/�« _ (DB891 P ui / M80) ZONEZ 02 USE: INDUSTRIAL N r O a N � W Z ° N N W, EDF U W e U w � EX. PA FAQ III "Fk77�0'37f U.ffIF/F£ASTNI I 11 I �I II I I� I III III III I III � I III III I I�� I �I � � -- -- -- -� I I -I T I I� I i L I -L " PR. HEAW PAVEMENT SECTION — OB PR. DI -7 TOP -688.00 W. IN -680.50 W. OUT -680.25 OTOP -888.50 INV. IN -679.00 INV. OUT -878.75 I — EXISTING WAREHOUSE BUILDING 'A' I EXISTING WAREHOUSE BUILDING 'B' I I I I USE MANUFACTURING USE: MANUFACTURING F.F.HGTF.F. - .:688.85 I 20' 688.85 I ---L I r I 1 EXISTING BUILDING 'IMBODETI' USE OFFICE and WAREHOUSE F.F. - 687.20 I I� i IG WAREHOUSE BUILDING 'C' USE MANUFACTURING MEA: 18.700 Sq. Ft HGT.: 48• F.F. - 688.85 WT]A - AP. DA 70N pKNAiRIAL LAND A Q W I I I I l r `I I PMBM CY' LOi J ~ZBA Y W KIDUSTMAL PARK �65I I _1 USE INdI51MAL bi II o\ I I f I 9c'•�rH III L_ rraeeRn Ur -cease M. WAREHOUSE BUILDING .m-�� � I — OPY LINK USE MANUFACTURING IX. 12'0 SIEo h (BLDG DATUM - 0'-0, U. CONCRETE SOLD PAD l l l l l l l l l l l l l l l l l j n --- "_'— II II II II II II II II II I IX. 9'P SIIA IX 9'4 SRD F' I -1 BUILDING "r II U i i i i PR WAREHOUSE BU 16— 12 12 I IX.USE: MAN CONC. UFLOOR SINGAB HOT.: 6m.85 EXISTNO WAREHOUSE BUILDING 'E' IX. MVa. FIRE UNE x T-' ( F.F.- BB88.5 PHASE III ADDITION (TO BE RQWN h BE USE: MANUFACTURINGFt (BLOC. DAVM - 0-0) � PRDTEClEO) AREA 14700 Ft A" I ► C_ _t- - �.� "� HGT.: 43' £BR£AT — C (BLDG. DATUM ELEVATION: 0-17 li I I IX �n� IX. GONG. 9 COOLING�TO'NFR FMON 6,T L -J °L 6 w W I \ \\ ,� I FA(To RF]AAIN �—� HI I p R Z 8— _ �— (BLDG. DATUM - 0'-0-) I( II© I — — — — I ` tl FII. FRIOFL EWPPMENF I I I I (Vl Er. HVAC CMC PAD `CODUNG ToxER UNIM I II m I �JII� PR. SILO LEK. Eqv oV L'GVG PAD —Ec FEge of CMC AAO. T ION EQ� I I I I I jllllllllllll®IIIIIIIIIII -- -- -- -- -- -- -- -- LL TM 54 -A -97A N/F ESTES EXPRESS LINES (DB 585 PG 248) ZONED: M1 USE: INDUSTRIAL 40 0 40 I 120 I I I Scale 1 " = 40 ft I i I II I I I I II I I II I I I it I I I II I I I# ' � I I I I III' TM 54-7-4 7M 54-7-58 I I N/F DENNIS K. DERFIJNGER N/F MILL CREEK INVESTMENTS, LLC ° (DB 907 PG 1285) (INSTR. #020008075) ZONED: M1 ZONED: MI - USE: INDUSTRIAL �o8 USE: INDUSTRIAL ° iV. a o°°�°,oA o EY oOO — — — — — — — — — — — - o. .00 1F (F_DB0.1B EW - III I OTOP-88100 INV. IN -877.50 I I II I IX. SILO FARM I aR GONG. PAD EXISTING WAREHOUSE BUILDING b' FOUNDATION USE MANUFACTURING HGT.: 45' F.F. - SWAS Iv I I III I I III I ' y I U 2 � w III I�I�I111111I I I 11�i i IN i NM�B,A% O MIX. SfORN k URLITIF5 \ // I II (PTOROTECIF➢EYNN $ BE � � I I I I NOTE THE BASE PLANS INDICTING THE EXISTING \ CONDITIONS WERE PREPARED BY GRE'ENWAY ENGINFIIBNG, INC. OF WINCHESTER, VA THESE PLANS WERE PREVIOUSLY APPROVED FOR I, CONSTRUCTION BY THE COUNTY OF FREDERICK, / 1 VIRGINIA AND ARE BEING USED AS THE BASE DOCUMENTS FOR THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THE SITE PLAN SUBMISSION. NO ALTERATIONS ARE PROPOSED TO THE BASE PLANS I OTHER THAN WHAT IS INDICATED HEREON. / I I i I 2 h ° DRAWN BY: JOB NO.: ( Pm 1 ff�w6 N a CO, a ATER rai-� TO BE RELOCATED LL���4ILU/�« _ IG WAREHOUSE BUILDING 'C' USE MANUFACTURING MEA: 18.700 Sq. Ft HGT.: 48• F.F. - 688.85 WT]A - AP. DA 70N pKNAiRIAL LAND A Q W I I I I l r `I I PMBM CY' LOi J ~ZBA Y W KIDUSTMAL PARK �65I I _1 USE INdI51MAL bi II o\ I I f I 9c'•�rH III L_ rraeeRn Ur -cease M. WAREHOUSE BUILDING .m-�� � I — OPY LINK USE MANUFACTURING IX. 12'0 SIEo h (BLDG DATUM - 0'-0, U. CONCRETE SOLD PAD l l l l l l l l l l l l l l l l l j n --- "_'— II II II II II II II II II I IX. 9'P SIIA IX 9'4 SRD F' I -1 BUILDING "r II U i i i i PR WAREHOUSE BU 16— 12 12 I IX.USE: MAN CONC. UFLOOR SINGAB HOT.: 6m.85 EXISTNO WAREHOUSE BUILDING 'E' IX. MVa. FIRE UNE x T-' ( F.F.- BB88.5 PHASE III ADDITION (TO BE RQWN h BE USE: MANUFACTURINGFt (BLOC. DAVM - 0-0) � PRDTEClEO) AREA 14700 Ft A" I ► C_ _t- - �.� "� HGT.: 43' £BR£AT — C (BLDG. DATUM ELEVATION: 0-17 li I I IX �n� IX. GONG. 9 COOLING�TO'NFR FMON 6,T L -J °L 6 w W I \ \\ ,� I FA(To RF]AAIN �—� HI I p R Z 8— _ �— (BLDG. DATUM - 0'-0-) I( II© I — — — — I ` tl FII. FRIOFL EWPPMENF I I I I (Vl Er. HVAC CMC PAD `CODUNG ToxER UNIM I II m I �JII� PR. SILO LEK. Eqv oV L'GVG PAD —Ec FEge of CMC AAO. T ION EQ� I I I I I jllllllllllll®IIIIIIIIIII -- -- -- -- -- -- -- -- LL TM 54 -A -97A N/F ESTES EXPRESS LINES (DB 585 PG 248) ZONED: M1 USE: INDUSTRIAL 40 0 40 I 120 I I I Scale 1 " = 40 ft I i I II I I I I II I I II I I I it I I I II I I I# ' � I I I I III' TM 54-7-4 7M 54-7-58 I I N/F DENNIS K. DERFIJNGER N/F MILL CREEK INVESTMENTS, LLC ° (DB 907 PG 1285) (INSTR. #020008075) ZONED: M1 ZONED: MI - USE: INDUSTRIAL �o8 USE: INDUSTRIAL ° iV. a o°°�°,oA o EY oOO — — — — — — — — — — — - o. .00 1F (F_DB0.1B EW - III I OTOP-88100 INV. IN -877.50 I I II I IX. SILO FARM I aR GONG. PAD EXISTING WAREHOUSE BUILDING b' FOUNDATION USE MANUFACTURING HGT.: 45' F.F. - SWAS Iv I I III I I III I ' y I U 2 � w III I�I�I111111I I I 11�i i IN i NM�B,A% O MIX. SfORN k URLITIF5 \ // I II (PTOROTECIF➢EYNN $ BE � � I I I I NOTE THE BASE PLANS INDICTING THE EXISTING \ CONDITIONS WERE PREPARED BY GRE'ENWAY ENGINFIIBNG, INC. OF WINCHESTER, VA THESE PLANS WERE PREVIOUSLY APPROVED FOR I, CONSTRUCTION BY THE COUNTY OF FREDERICK, / 1 VIRGINIA AND ARE BEING USED AS THE BASE DOCUMENTS FOR THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THE SITE PLAN SUBMISSION. NO ALTERATIONS ARE PROPOSED TO THE BASE PLANS I OTHER THAN WHAT IS INDICATED HEREON. / I I i I 2 h owl Z gra ag zW wo � M g W Ei Q V) W J J �m< LLJ H W W Fn J Q 0 H F of JU W);pz oaWCN.I0> Z z< J Y c�ogz�U 0:irHW S`W-WY>�W Ce VJ Z � W m Id- Z -j60 00WJO Q3 LI WZ ZWZ 3 n 300 IL CU ° DRAWN BY: JOB NO.: TOP 1906002 sZ N 1' = 40' 02/03/2020 J ui g ° Q. 02 li. N r O a N � W Z ° N N W, EDF U W e U w � 0 "Z W LLJ ° E ° ° a w W' M� WDI F- W Z J U Li W U 0: ED W 0 1 owl Z gra ag zW wo � M g W Ei Q V) W J J �m< LLJ H W W Fn J Q 0 H F of JU W);pz oaWCN.I0> Z z< J Y c�ogz�U 0:irHW S`W-WY>�W Ce VJ Z � W m Id- Z -j60 00WJO Q3 LI WZ ZWZ 3 n 300 IL CU ° DRAWN BY: JOB NO.: TOP 1906002 SCALE: N 1' = 40' 02/03/2020 J ui 02 li. N r O m N W Q N N W, EDF 0 0 "Z W LLJ ° E ° ° a J W' M� WDI F- W Z J U Li W U 0: ED W 0 1 s U 0 W L=J w 4 Q Z Uzi Q n3 W am 0 N Z I -J L Z N Z Z 0 W U G. PLANTER . 018260 SURVEY: PL -PLC C.I.: 1' DRAWN BY: JOB NO.: TOP 1906002 SCALE: DATE: 1' = 40' 02/03/2020 2/4 I I I I J� TM 54-7-1 I I N/F JUCAPA, LC (DB 891 PG 80) 4 ZONED: / o I USE: INDUSTRIAL U I ' o-/ �Z�5 nz wrtB YAN Aro Au nx xArw rAOury rxar rws � a Fn � ) A%LWIENAX'£5 ro na xwr scout ro rcxvr n NMAIE AMJ vuu a AM .9INL BF YMViAMD BY ]NE i.GSA PMYARtY YNMIMffO. EX. CARIL ITTYNG a s_ �+ EX. TELEPHONE 3 PEDESTAL I. 'o W ® Tap -689.33' k I S W Out=681.411,' W J O I ONC D17CH EX. EOP �X P 1n=681.73 4= rOR�1-sE R EASEMfN N I 44.47 24" CMP — m iINV.=690. $ INV.=688.06 — — A PR FOP V10"PVC — PR. 250.00 -36 HDPE ® 1.48% Slope I EX fTT� IPR. CARSTOPS (Typ.) EX. 10 STORM .SERER EASEMENT a v 1 _ _ _ _ _ _ _ _ _ — — _ Wv — — — — J i EX FIREWALL FF=688.85 EX. FIREWALL 2 PVC SPRINKLER ti^ W I I I CONNECTION o¢ V E R w IG — I 1IL� I I .� O • 2 ; 3 o O PR. TOP=688888.00 INV. IN =684.20 �zz�l I I I I"�IW I I �o _ z NI EXISTING WAREHOUSE BUILDING 'A" I USE: MANUFACTURING HGT.: 20' F.F. = 688.85 I I I 1l� I I I[ PAS I p l Cil —L--------- III p l �I I EXISTING BUILDING "IMBODEN' USE: OFFICE and WAREHOUSE I�I i F.F. = 687.20 i ® IIII I 1�1'I II h l }°° a °°o O w F F= 687.20 J _III QGGo o u O ° w x o0 _ _ ¢ _ �,vPRA o° o°c CO };Fy M SEKER EASEMENT o 0 0 0° ° oo P CP68396 6" CPP .V.=6C d0 �"NV= =806 V=6851 v. o8336 °o°o� -yi PR. 125.00'-36"0 HDPE ® 1.00% Slope /NV.=68396 STORM SEWER EASEMENT PR. 125.00'-36"0 HDPE ® 1.009. Slo e o EX. EX. COOLIN O IN /N= F ElPR. HEAVY D 2 PAVEMENT SECTIONEX WATER LINE '°' TOWER T EX. FIREWALL EX. FIREWALL WV — EX WATER CO01/NC TOWER ' ON CONCRETE PAD FF=6886 OTOP 686.00 I INV. IN =680.50 INV. OUT=680.25 EX. C.o.s & LATERAL TO BE RELOCATED OC PR. DI -7 TOP=686.50 INV. IN =679.00 EXISTING WAREHOUSE BUILDING "C" INV. OUT=678.75 USE: MANUFACTURING AREA: 18,700 Sq. Ft. o HGT F.F. - 688.85 EXISTING WAREHOUSE BUILDING "B" USE: MANUFACTURING HGT.: 20' F.F. = 688.85 n I 1 I 3ILOT 2A - J.P. DARLINGTON INDUS7RIAL LAND & PORRON OF LOT 3 - BAKER LANE INDUSTRIAL PARK ZD: MI USENDUSTRIAL I 11F I taut. PROPOSED PROJECT AREA FOR BUILDING F °� I I PHASE OF CONSTRUCTION. r � I I I I III ET I I (See Sheet 4/4 for Additional Information) WV III CONC — z - - -WV WV ` _ _ r - I PR. WAREHOUSE BUILDING � T= "F` CANOPY NK USE: MANUFACTURING )d (BLDG. DATUM = 0 807 I / 1 IE— 16 -I PR. WAREHOUSE BUILDING "Fm 111 USE: MANUFACTURING I- I EX. CONC. FLOOR SLAB L, HGT.: 41'-6" I IL F.F. = 688.85 1 I L - - - I - - I (BLDG. DATUM = 0'-00) I I - -I EX, 12'0 SILO— EX. CONCRETE SILO PAD— EX. 12'0 SILO— pEX. 9'0 SILO— EX. 9'0 SILO - 7 FF s8s78 w1, 01 11 1171 11 11 11 11 11 1 -F o i l l l l l l l l l l l l l l l t o I II II II II II II II II I I I lam 1111 L �, l II II II II II II II II II I ��— � _ III ILA II II II II II II II II III � I Ias EX ELEC RlC OONr EX AREA/NG TRANSFORMER 0 EXISTING WAREHOUSE BUILDING NE* PHASE III ADDITION II USE: MANUFACTURING AREA: 14,700 Sq. Ft. L HGT.: 43' EX CIRCUIT EX. _ BREAKER ( EX ( ' (BLDG. DATUM ELEVATION: -0'-1' ' \ LJ `�L%J r"EX BOLLARDS INV. OUT -67 EX. WVs, FIRE UNE & F.H� I•NV.=67 (TO BE REMAIN & BE poi a PROTECTED)IZ2% Scale 1 30 ft OD PR. EW -1 TOP=681.00 INV. IN -677.50 VI �I EX. SILO FARM on CONC. PAD FOUNDATION k4=680.46 51A iLINV. OUTI=674160 \ INV.=674.IB.Z 1 O III /-' IIII (TO BE EMAINU&IBES \ 1 _� ❑ I ( II j EX.�I'I PROTECTED)— IL EX EDP — — — — — — — — — — — — — — — EX. CONIC. SILO PAD' L_ (TO REMAIN) F.F. = 688.85( I - EX.. c�=6 - (BLDG. DATUM = 0'-07 l 1—_— _—_------- L Ex. HVAC CONC. PAD IEdge of CONC. PAD Ex. EdgeCONI of C PAD 1 i 3- —.EX E2 _ I I I EXISTING WAREHOUSE BUILDING b' USE: MANUFACTURING HGT.: 45' F.F. - 680.46 ISI EX. FRIGEL EQUIPMENT CONC' �NOSCAPE� �1 m I11I COOLING TOWER FOUNDATIONS -j [TLAND ISLAND J Asa �EX. EQUIPMENT COOLINGNGTOWER UNITS I PR. SILO III RELOCATION IZZI I I I I I I I I II II ALL—tLLL�LLL_LLIaIDGdL1 -- -- -- -= - -- -- -- - -1�--- TM 54 -A -97A N/F ESTES EXPRESS LINES (DB 585 PG 248) ZONED: M1 USE: INDUSTRIAL Z dQZ �_ �0Tl- LLI Q F- LLLJ LL. O 80 >-- Z_ dQW J I.- LSI m N F- V) H J U M Z co O Q W N 0 ZZ Q J Y 00 L) zQL0 Luw L LI 0: — W WZmLLI�� Z JJDOWJ Q w Lu ZWZ o m 3 O N Q a U° TM 54-7-4 - - - - - - N/F DENNIS K. DERFLINGER NOTE: THE BASE PLANS INDICATING THE EXISTING CONDITIONS WERE PREPARED BY GREENWAY©Z5>/2o20 ENGINEERING, INC. OF WINCHESTER, VA. THESE PLANS WERE PREVIOUSLY APPROVED FOR (DB 907 PG 1285) RPRAP ZONED: M1 SURVEY: C.I.: USE: INDUSTRIAL I ° o°o°o°o PL -PLC 1' poo o°o°000°o0 DRAWN BY: JOB NO.: o000000o EX. R/PRAP TGP 1906002 00 40 0 ° o 0 o a I -'D EX. R/PR P�000 OD PR. EW -1 TOP=681.00 INV. IN -677.50 VI �I EX. SILO FARM on CONC. PAD FOUNDATION k4=680.46 51A iLINV. OUTI=674160 \ INV.=674.IB.Z 1 O III /-' IIII (TO BE EMAINU&IBES \ 1 _� ❑ I ( II j EX.�I'I PROTECTED)— IL EX EDP — — — — — — — — — — — — — — — EX. CONIC. SILO PAD' L_ (TO REMAIN) F.F. = 688.85( I - EX.. c�=6 - (BLDG. DATUM = 0'-07 l 1—_— _—_------- L Ex. HVAC CONC. PAD IEdge of CONC. PAD Ex. EdgeCONI of C PAD 1 i 3- —.EX E2 _ I I I EXISTING WAREHOUSE BUILDING b' USE: MANUFACTURING HGT.: 45' F.F. - 680.46 ISI EX. FRIGEL EQUIPMENT CONC' �NOSCAPE� �1 m I11I COOLING TOWER FOUNDATIONS -j [TLAND ISLAND J Asa �EX. EQUIPMENT COOLINGNGTOWER UNITS I PR. SILO III RELOCATION IZZI I I I I I I I I II II ALL—tLLL�LLL_LLIaIDGdL1 -- -- -- -= - -- -- -- - -1�--- TM 54 -A -97A N/F ESTES EXPRESS LINES (DB 585 PG 248) ZONED: M1 USE: INDUSTRIAL Z dQZ �_ �0Tl- LLI Q F- LLLJ LL. O 80 >-- Z_ dQW J I.- LSI m N F- V) H J U M Z co O Q W N 0 ZZ Q J Y 00 L) zQL0 Luw L LI 0: — W WZmLLI�� Z JJDOWJ Q w Lu ZWZ o m 3 O N Q a U° IMOTH G. PAINTER - - - - - - No. 018260 NOTE: THE BASE PLANS INDICATING THE EXISTING CONDITIONS WERE PREPARED BY GREENWAY©Z5>/2o20 ENGINEERING, INC. OF WINCHESTER, VA. THESE PLANS WERE PREVIOUSLY APPROVED FOR FONAL CONSTRUCTION BY THE COUNTY OF FREDERICK, N SURVEY: C.I.: VIRGINIA AND ARE BEING USED AS THE BASE DOCUMENTS FOR THE PROPOSED IMPROVEMENTS PL -PLC 1' J DRAWN BY: JOB NO.: ALTERATIONS ARE PROPOSED TO THE BASE PLANS OTHER THAN WHAT IS INDICATED HEREON. TGP 1906002 SCALE DATE: a I -'D SHEET: 3/4 m 01 N N N m m Cl) W Q N In N 3 w LLJ J r W j j U Li U It W 0 = - D `W r O Z W F i Q a F _Z IL m L'1 N z J W ° Z N � aW IMOTH G. PAINTER - - - - - - No. 018260 NOTE: THE BASE PLANS INDICATING THE EXISTING CONDITIONS WERE PREPARED BY GREENWAY©Z5>/2o20 ENGINEERING, INC. OF WINCHESTER, VA. THESE PLANS WERE PREVIOUSLY APPROVED FOR FONAL CONSTRUCTION BY THE COUNTY OF FREDERICK, SURVEY: C.I.: VIRGINIA AND ARE BEING USED AS THE BASE DOCUMENTS FOR THE PROPOSED IMPROVEMENTS PL -PLC 1' ASSOCIATED WITH THE SITE PLAN SUBMISSION. NO DRAWN BY: JOB NO.: ALTERATIONS ARE PROPOSED TO THE BASE PLANS OTHER THAN WHAT IS INDICATED HEREON. TGP 1906002 SCALE DATE: 1" = 30' 02/03/2020 SHEET: 3/4 GENERAL CONSTRUCTION NOTES: STORM WATER MANAGEMENT NOTES: EX. GRA INLETEXISTING BUILDING B: R ? _ _ INV. =665.16' - F.F. = 688.85 NOTE: WAREHOUSE EGRESS REHOBS �r----EK 6pTIRLtp�3"" - m GENERAL CONSTRUCTION NOTES: STORM WATER MANAGEMENT: 1 . ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE THIS SITE IS LOCATED WITHIN THE J. P. DARLINGTON INDUSTRIAL LAND SUBDIVISION THE EXISTING ACCESS TO BUILDING EN NICEE. EX. 11.42'-18"RCP COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION WHICH MAINTAINS A REGIONAL STORM WATER CONTROL SYSTEM LOCATED THROUGHOUT "A" SHALL BE MAINTAINED WITH THE RELOCATED STOR4EW. W.D.O.T.), THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, AND THE RULES THIS SUBDIVISION AND DOWNSTREAM FROM THIS SITE. THE REQUIREMENT OF THIS CONSTRUCTION OF BUILDING T". MAIN @ 3.67% Slop AND REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. INDUSTRIAL SUBDIVISION DEVELOPMENT IS THAT NO INDIVIDUAL LOT SHALL BE EX. GRATE INLET DEVELOPED SO THAT THE RUNOFF COEFFICIENT (C) IS GREATER THAN 0.65 (C=0.65). IF PR. FOUNDATION WALL Ex. Oil &Waters INV. 684.74' �i Z 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND THE DEVELOPMENT OF A LOT RESULTS IN RUNOFF COEFFICIENT GREATER THAN O.fi5, Se afatof ❑ SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF THEN A LOCAL STORM WATER MANAGEMENT FACILITY MUST BE DESIGNED AND INSTALLED FREDERICK, VIRGINIA, WHERE APPLICABLE. ON THAT LOT. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY' THE PREVIOUS DEVELOPMENT OF THIS SITE NECESSITATED THAT THE INSTALLATION OFA) AT B 1 1 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY LAND LOCAL STORM WATER MANAGEMENT FACILITY TO BE INSTALLED TO CONTROL THE EX. PAVEMENT AND LII Q - ❑ N DISTURBING ACTIVITY. STORM WATER RUNOFF FROM THIS SITE. THE EXISTING FACILITY IS LOCATED ON THE CONC. SLABS ¢ I Q w SOUTHEASTERN PORTION OF THIS PARCEL. THIS SYSTEM HAS THE CAPACITY TO CONTROL (TO BE REMOVED). W ~ > Q ❑ 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE IN INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN THE FULL DEVELOPMENT OF THIS SITE; THEREFORE NO FURTHER STORM WATER MANAGEMENT IMPROVEMENTS ARE REQUIRED OR PROPOSED FOR THE CONTINUED - � O. w � -oil 3 AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPMENT OF THIS SITE. A NEW STORM SEWER PIPING SYSTEM HAS BEEN ®II - W CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PREVIOUSLY PROPOSED TO BE INSTALLED IN THE EXISTING DRAINAGE CHANNEL LOCATED - -41 CONSTRUCTION. VERIFICATION SHALL BE DONE BY WAY OF A FIELD SURVEY OR BEHIND AND BESIDE THE MAIN WAREHOUSE FACILITY, AS INDICATED ON THESE PLANS. Z EXCAVATED TEST PITS. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL THIS STORM SEWER SYSTEM IS PROPOSED TO PERMIT THE CONSTRUCTION OF A NEW V! FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER OR THE CITY OF WINCHESTER, VIRGINIA. PAVED STORAGE AND ACCESS FACILITY ALONG THE REAR OF THE WAREHOUSE. THIS SYSTEM HAS BEEN DESIGNED TO CONTROL AND CONVEY THE 25 YEAR STORM EVENT. - EX. SAN. SEW. - X EX. SAN. SEW. LATERAL ❑ LATERAL W - -. (TO SAN. SEW. MAIN) N w F - Q 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. THE HEAVIER STORM EVENTS SHALL BE CONTROLLED BY A COMBINATION OF THIS SYSTEM AND OVERLAND RELIEF OF THE STORM RUNOFF THAT IS CONVEYED TO THIS SYSTEM AND mm p- h O ❑ THE DRAINAGE CHANNELS DOWNSTREAM. / N 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS i NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED THE CODE REQUIRES THAT STORM WATER QUALITY WILL BE REQUIRED FOR FUTURE ((1 - Z SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. PHASES OR EXPANSION OF THIS DEVELOPMENT. NO STORM WATER QUALITY CONTROLS - ^ N ARE PROPOSED WITH THIS PHASE OF DEVELOPMENT BECAUSE NO NEW EXPANSION IS - 1 II II I 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON U.S.G.S. DATUM BY A PROPOSED. THIS PHASE OF THE DEVELOPMENT PROPOSES TO DEMOLISH THE EXISTING A 1Y Z I I FIELD SURVEY PERFORMED BY SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. WITH AN PORTION OF THE EXISTING PAVEMENT AND CONCRETE SURFACES AND RECONSTRUCT A I W1 ESTABLISHED ONE FOOT I1 �) CONTOUR INTERVAL. CONFIRM VERTICAL ELEVATION BENCHMARK INFORMATION WITH THE PROJECT SURVEYOR. BUILDING ADDITION (BUILDING ADDITION F) IN ITS PLACE. THE AREA OF DISTURBANCE IS LESS THAN 5000 SQ. FT. AND THE RUNOFF COEFFICIENT WILL NOT CHANGE AS A - 3 II` Z O RESULT OF THIS PROPOSED DEVELOPMENT. Qy W Z B. NO GEOTECHNICAL REPORT HAS BEEN FURNISHED FOR THIS PROJECT. (,P � I Z I CL O 9. ALL RADII DESIGNATIONS INDICATE THE FACE OF CURB, EDGE OF PAVEMENT, OR _ R W Q I S II 0 I', 3 2 r Z N Z O EDGE OF STONE PAVEMENT, WHERE APPLICABLE. I �Q� i N D R Q 1 0. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION WZ 0 jII U Z 0CL LLJ TO ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, IF APPLICABLE. ❑® ® D D fn UTILITY COMPANIES: O OZ W LL I-� 0 N VERIZON: (540) 665-3156 BUILDING F ADDITION ¢ « > O O Z SHENANDOAH VALLEY ELECTRIC COOPERATIVE: (540) 722-5830 a. o >O O AREA: 4,356.00 Sq. Ft. = Z Z >- O SHENANDOAH GAS COMPANY: (540)869-1111 ¢ 7 HGT.: 41 -6 ONE STORY X O d 55 U WATER AND SEWER (CITY OF WINCHESTER): (540) 667-1 81 5 , - F.F. = 688.k(BUILDING J DATUM 0'-0") m j W Q 1 1 . WHERE PLANS CALL FOR MATCHING EXISTING CONCRETE OR PAVEMENT, THE °' - m E Of CONTRACTOR SHALL PROVIDE CUT JOINT OR ASPHALT OVERLAY AS REQUIRED TO PROVIDE A SMOOTH TRANSITION. EXISTING BUILDING A: _ mI - EXISTING BUILDING E: x - . CONIC. SLAB -ON -GRADE EX. CONIC. SLAB-ON-GRADEEX E N LLI [n (TO REMAIN) I NOTE EX. UTILITIES (TO REMAIN) W 1 2. ALL PROPERTY CORNER MARKERS DISTURBED OR OTHERWISE OBSCURED BY HGT.: 20' - RELOCATE ALL OF THE EXIS ING HGT.: 43' H (' CONSTRUCTION ARE TO BE REPLACED AND VERIFIED BY A CERTIFIED LAND SURVEYOR F.F. = 688.85 UTILITIES, AS NEEDED; OR F.F. = 688.77 AT THE CONTRACTOR'S EXPENSE. I (BUILDING DATUM = 0'-0") OUTSIDE OF THE BUILDING INE "� (BUILDING DATUM = -0'-1") 1 3. PAVEMENT CONSTRUCTION AND MATERIAL ITEMS CALLED FOR ON THE PLANS TO PERMIT CONSTRUCTION THE E -Q REFER TO VDOT STANDARDS AND SPECIFICATIONS. BUILDING"F"ADDITION / . 113 U -J l") - Z U101[11m - - I II I U J 1 4. FIRE LANES SHALL BE DELINEATED AS DIRECTED BY THE COUNTY OF FREDERICK - Z FIRE MARSHAL. EX. SAN. SEW. / (n d N 1 5. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM ADJOINING PROPERTY LATERAL I I =) J N Q > OWNERS PRIOR TO CONDUCTING ANY OFF-SITE CONSTRUCTION ACTIVITIES. ILLI 0 Z Z J Y Q Q 1 6. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF THE EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AS NECESSARY. - EX. GRATE INLET \ O - �� R7GF�. INV. =682.20' F_ - Ex. Pipe) W Z X 1 7. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM THE \ I I (Matched Inv. of O/ F- W Z 1_U1 PUBLIC WORKS DEPARTMENT PRIOR TO INITIATING ANY SITE WORK. - W > 1n W 1 B. ALL EXTERIOR LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF SITE. /I I - \ / w N Z m c 1 9. ADD TOPSOIL ADJACENT TO THE CURB & GUTTER AND SIDEWALKS AS REQUIRED ; C`i H J I.L. TO ACCOUNT FOR SOIL SETTLEMENT. ¢ EX. PAVEMENTAND Z O Do V J Q J Do W 20. PROVIDE A SEPARATION OF AT LEAST THREE FEET FROM ANY SITE FEATURE MORE W CONC. SLABS ❑® I Q ® Q (TO BE REMOVED) J - LL. = j THAN SIX INCHES ABOVE OR BELOW THE ELEVATION OF THE CLOSEST POINT IN ANY J - F U'W Z PARKING AREA. - 3 U tJ"1 Z Z Ex. CAV LABS, ,`.". Q: W CONIC. SLABS ?i al III W 0 O 0 -] w 21 . PROVIDE TRAFFIC CONTROLS DURING CONSTRUCTION ACTIVITIES IN THE PUBLIC - (TO BE REMOVE[", ZO, Q c O It D. ` RIGHTS-OF-WAY. U H m L- a 22. IF NEEDED, PROVIDE "AS-SUILT' DRAWINGS FOR ALL IMPROVEMENTS AS REQUIRED I O' X W BY THE COUNTY OF FREDERICK AND FREDERICK WATER. COORDINATE THE SCOPE AND FORMAT OF THE AS-BUILTS WITH THE COUNTY AND FREDERICK WATER PRIOR TO DI III O BEGINNING CONSTRUCTION. EX. SILO PAD FOOTING N (TO REMAIN) 23. CONSTRUCTION OF THIS PROJECT MAY NOT BEGIN UNTIL PLANS HAVE BEEN F.F. = 688.85 a. J w APPROVED AND A PRE -CONSTRUCTION MEETING HAS BEEN HELD.0 (BUILDING DATUM = 0'-0") ' " F W O m ® ® ® I a En N " Nin BUILDING DEPARTMENT CONSTRUCTION NOTES: i EX. SAN. SEW. w/ O Q E'4J NOTE: INSPECTIONS DEPARTMENT NOTES: THIS BUILDING ADDITION AND ALL ACCESSORY STRUCTURES SHALL COMPLY WITH THE ® I I LATERAL 1. Z D w 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND THE 2015 INTERNATIONAL BUILDING Iw Q N 4 t7 z CODE (IBC); THE ICC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES iZ t7 tt D O a CODE; THE INTERNATIONAL MECHANICAL CODE; AND 2015 INTERNATIONAL ENERGY CODE ARE IZ EX. SILO FOUNDATION SLAB -- - ISC. DTiAIN LTNEs W Y > u�i In a APPLICABLE TO THIS PROJECT, AS WELL. ADDITIONALLY, THE REPLACEMENT STRUCTURE i¢ (TO REMAIN) J W N SHALL COMPLY WITH THE 2015 VIRGINIA REHABILITATION CODE, IF APPLICABLE. IX C W w i,i 2. A BUILDING PERMIT IS REQUIRED FOR THE BUILDING ADDITION. Iw O F O J 4 3. THE PROPOSED BUILDING ADDITION SHALL COMPLY WITH THE HEIGHT AND AREA CRITERIA, i EXISTING COOLING TOWER FOUNDATIONS N f AS PERMITTED PER IBC T503 OR SECTION 507 FOR UNLIMITED AREA FACILITIES. (TO REMAIN) W 0 Q 2 m 4. ALL ARCHITECTURAL AND STRUCTURAL PLANS, SUBMITTED FOR PERMIT, SHALL BE III C D D D J a PREPARED AND SEALED BY A CERTIFIED DESIGN PROFESSIONAL LICENSED TO PRACTICE IN LINES Z p F L a THE COMMONWEALTH OF VIRGINIA. SPECIAL INSPECTIONS, AS SPECIFIED IN CHAPTER 17, EX. DRAIN ( L----------------- _ SHALL BE REQUIRED FOR THESE STRUCTURES. I Q N 5. BUILDING INFORMATION: COMPILATION OF BUILDINGS A. B, C. E & F. IIz TOTAL BUILDING AREA: 133,751.28 Sq. Ft. t9 BUILDING HEIGHT: ONE STORY, 46'-0" Max. BUILDING B Portion (PR. BUILDING F: 41'-6" (Max.)) EX. HVAC COOLING TOWER I I� FOUNDATION SLAB ❑ - / -� to EX. TRAVEL AISLE g Z W H w W USE GROUP: F-1, Moderate Hazard Products) Ix R ) (TO REMAIN) La � iw (TO / 7 Z 11 (Plastic N _ CONSTRUCTION TYPE: TYPE 2B CONSTRUCTION ______________________I p Z EX. DRAIN LINES D W AREA: I STORY, 62,000 Sq. Ft. (Sprinkled) AREA INCREASE: UNLIMITED WITH AN AUTOMATIC SPRINKLER SYSTEM op AND SURROUNDED BY 60' (Min.) OF PUBLIC WAYS �p:ITB Df AND YARDS. HEIGHT (Allowable): 75' Max. " 0 G.. PAINTER a HEIGHT (Actual): 46'-0" (Actual Building Height) EX. TRAVEL AISLE '. No. 018260 (TO REMAIN) / 4 Z1s/2oz o *1 1,4w sSrONAL SURVEY: C.L: PL -PLC 1' EX. CG -6 EX. CG -6 DRAWN BY: JOB NO.: EX. EOP EX- EDP TGP 1906002 10 0 10 30 SCALE: DATE: 1" = 30' 02/03/2020 Scale ]== 10 ft SHEET: 4/4