Loading...
HomeMy WebLinkAbout045-96 Winchester 84 Lumber - Stonewall - Backfile (2)�-- ��. r ,. o .' ,. ,_ t .. °. _ . _ ,. _ .. .. u .. Q 135.8 S 6T 27' 28 JIB y PROPOSED LANDSCAPE[ AREA Q + (15% OF B2 ZONING AREA = 1.4 AC.) J 4�O PROPOSED 6' WOODEN STOCKADE FENCE N/F KREMIER OIL CORPORATION ZONED B2 P.I.N 43—A-48 NEW FENCELINE 1.4 AC. 84 LUMBER CO. ZONED B2 GRAVEL AREA N/F FRANCHISE REALTY INTERSTATE CO3RPORATION (McDONALD'S) ZONED 32 P.I.N. 43—/-,---48B OUTDOOR D/SPLAY/ I \ . V645i V' - DRAIN FIEL D I AREA W / = I 1 N� EX. PARKING �7 EXISTING BUFFER �ppp y� AREA o � s �O p0 UNE E( 6' CHAIN LINK FENCE TO BE RE -MOVED EX. LOLLIPOP 51GN 36 " X 40 ,'• 7 610 DUMPSTER STOCKADE FENCE DETAIL LOADING AREA 84 LUMBER COMPANY ZONED B3 200' EXISTING ST01?A GE SHED 8000 S.F. GENERAL NOTES: MAG. DISTRICT: STONEWALL ACREAGE: 4.98 AC. FAR (FLOOR TO AREA RATIO) : 20 AFTER ADDITION ZONING: B-3 INDUSTRIAL TRANSITION DISTRICT) & B-2BUSINESS GENERAL DIST.) PROPERTY I.D. #: 43-A-48A PARKING CALCULATIONS: PARKING SPACES REQUIRED (1/EMPLOYEE): 8 PARKING SPACES PROVIDED: 23 EMPLOYEE PARKING SPACES: 9 HANDICAP SPACES: 2 Co I I I I I I I l l SDLB� EX. 6' CHAIN LINK FENCE o' 200' N 57 37'56" W 599.85' EDGE PA I/EMENT � __ EDGE PAVEMENT 70"W 2"W --- -0POLE �'DLE POLE ROUTE 839 (AMOCO LANE) 25 MPH SPEED LIMIT FOR RT: 83 APPROX. LOCATION OF FIRE HYD. ZONED B-2 USE: RESIDENTIAL LOCATION MAP SCALE: 1" - 2000' LEGEND --101-- EXISTING CONTOUR-i'&2' INTERVALS — — 105-- — EXISTING CONTOUR-5'&10' INTERVALS —101-- PROPOSED CONTOUR 1' OR 2' INTERVALS —105— PROPOSED CONTOUR 5' OR 10' INTERVALS X RVbX EXISTING SPOT ELEVATION +100.00 PROPOSED SPOT ELEVATION Au i2xu SITE BENCHMARK 0 PROPERTY CORNER 0 PROPERTY CORNER WITH MARKER PROPERTY LINE RIGHT OF WAY OR EASEMENT LINE ---- CENTER LINE 18" CMP EXISTING UNDERGROUND STORM SEWER AND SIZE —18" CMP— PROPOSED UNDERGROUND STORM SEWER AND SIZE — 8" SAN— PROPOSED UNDERGROUND SANITARY SEWER AND SIZE —8" SAN— UNDERGROUND SANITARY SEWER AND SIZE 6" W PROPOSED UNDERGROUND WATER LINE AND SIZE --6" W— UNDERGROUND WATER LINE AND SIZE —1" G — UNDERGROUND GAS LINE AND SIZE U11UTY POLE — E & T— ELECTRIC AND TELEPHONE LINE ®> STONE CONSTRUCTION ENTRANCE * ------ PROPOSED 6' CHAIN LINK FENCE $ RIP -RAP ROCK PROTECTION FIRE HYDRANT s-F— SILT FENCE QM IL EXISTING INLET (CATCH BASIN) ®* XP n. PROPOSED INLET (CATCH BASIN) INVIL EXISTING MANHOLE 00 MFA PROPOSED MANHOLE SWALE ARROWS ----7-- FLOW ARROWS N:k TRAFFIC FLOW DIRECTIONAL ARROWS FINAL SITS-` r6..AN APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR REVISIONS NOI DATE I DESCRIPT':'N 84 LUMBER COMPANY SITE PLAN PROPOSED STORAGE SHED 84 LUMBER RT. 839 4121 WASHINGTON ROAD FREDERICK COUNTY McMURRAY, PA 15317 WIN H STER C E 412-941 8497 > VA PROJECT INFORMATION 2- 4 - `17 SCALE 1 = 30 JOB NO SHEET 2 OF 5jAV FILE NO DESIGNED DRAWN AMC APPROVED DATE 02 /4 97 4 OFF —SITE DRAINAGE LIMIT PROPOSED GRAVELED AREA 0.48 AC Ev WREE N TREE - GROUND UNE TO BE THE SAME WXDUOUS TREE -PRUNE BACK 1//4' ON -SITE AS DOSTED AT THE NURSERY SPRAY WRH ACCORDING TO MAtN AGTtXiER S MIgiA NONS-IF FOLIAGE IS PROM. DOUBLE STRAND OF 10 GAUGE GAL\Vjd ED WIRE TWISTED GARDEN HOSE 3 GUYS OF 10 GAUGE TWISTED 2 t/2' DM.-10' LONG CEDAR STAKE WITH TREE WIRE 12W APART -AROUND r1OTCHED END (7' EXPOSED)-2 PER TREE TURNBUCKLE .i FOLD BACK BURLAP FROM TOP OF BALL 2' MULCH 4' SOIL SAUCER QACKFILL WITH TOPSOIL AND PEAT MOBS 3:1 RATIO BY VOLUME ai 9' LAYERS. WATER EAcN LAYER UNTIL SETTLED RAP R11 2*RTH c� 4 DMIDUW 1 S � -! Cr/ER 1 CAL WITH MAXAP Olt �►,Y WRAP TIC 24 LOOSEN 1 �- 6' FOR PLANTS UP TO 4' SU86OIL HEIGHT MIN. 8' FOR PLANTS EM ALS ,TWICE EQUAL OVER 4' HEIGHT MIN. BALL DIAMETER TO TWICE BALL DIAMETER — GPO E 25 MPH SPEED LIMIT FOR RT. 839 a rclta /PL4— - EX PARKING 4 ,%Zv • OUTDOOR D/SPLAY/ �ss• DRAIN F/ELD AREA EX PAh'H'/NG •■ Co / (STUB EX L OLLIPOP SIGN ©36'X40' POLE; 16'0 BALL SIGN 200' EDGE PAVEMENT I EDGE PAVEMENT H Jl POLE 10 �' POLE 2 W ROUTE 839 APPROX. LOCATIO OF FIRE HYD. DUMPSTER N 57.37'56" W (AMOCO LANE) `JLL JI IL,LI T I VI\ LJLI/ifL.0j LOADING AREA 84 LUMBER COMPANY ZONED B3 CO3V- TRUCTION OF A S-IL 1 (WITH WIRE _ UPPORT) I SE' POSTS ANO :XCAjA'_ A i R4' 2 STAPLE WIRE r_�CwC --E °OSTS TRENCH JmSLOPE AL',rC ; NE OF PQSTS rL0 M �I IIII II 4 3. ATTACH THE, FILTER FWIC TO THE WIRE FENCE AND EXTEND a INTO THE TRENCH 4 8ACKFILL ANO COUPAC' "NE EXCAVATED SO+L EXT:NSION Of FAMC AnC WRE INTO -HE 'R_ 4- .-IL R - A- R.0 _ tl�'1�11 �. - —WIRE III�I 3�-2F. Source: Adapted from installation of Straw and Fabric Fiher Barriers ffor Sediment Control Sherwood and Wyant 200' EXISTING STORA GE SHED 8000 S.F. EX. 6' CHAIN LINK FENCE 599.85' oQ 84 LUMBER 4121 WASHINGTON ROAD IMcMURRAY, PA 15317 412-941--8497 LOCATION MAP SCALE: 1" = 2000' LEGEND -- 1U' -- EXISTING CONTOUR-1'&2' INTERVALS 70,{ EXISTING CONTOUR-5'&10' INTERVALS PROPOSED CONTOUR 1' OR 2' INTERVALS PROPOSED CONTOUR 5' OR 10' INTERVALS x 10.00 EXISTING SPOT ELEVATION +100.00 PROPOSED SPOT ELEVATION AEL. w4uw SITE BENCHMARK O PROPERTY CORNER 6 PROPERTY CORNER WITH MARKER -- PROPERTY LINE RIGHT OF WAY OR EASEMENT LINE --- CENTER LINE 18' CMP EXISTING UNDERGROUND STORM SEWER AND SIZE �18" CMP— PROPOSED UNDERGROUND STORM SEWER AND SIZE 8" SAN PROPOSED UNDERGROUND SANITARY SEWER AND SIZE 8' SAN UNDERGROUND SANITARY SEWER AND SIZE 6" W PROPOSED UNDERGROUND WATER UNE AND SIZE _6" W— UNDERGROUND WATER UNE AND SIZE _1" G — UNDERGROUND GAS UNE AND SIZE UTILITY POLE E & T — ELECTRIC AND TELEPHONE UNE STONE CONSTRUCTION ENTRANCE �[•.��.� PROPOSED 6' CHAIN LINK FENCE 8 RIP —RAP ROCK PROTECTION FIRE HYDRANT SILT FENCE [� TO EL EXISTING INLET (CATCH BASIN) ®� a. PROPOSED INLET (CATCH BASIN) W. IL OOTO E INV. EL EXISTING MANHOLE O PROPOSED MANHOLE --- SWALE ARROWS �— FLOW ARROWS �R TRAFFIC FLOW DIRECTIONAL ARROWS Zi4NOTE: LAND DISTURBANCE PERMIT REOUIRED FROM FREDERICK COUNTY �' DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY SITE WORK REVISIONS PROJECT INFORMATION 0 DATE DESCRIPTION 84 LUMBER COMPANY SCALE 1 "= 30' 3/24 A_ PRDR. SCEOFFSStTE TOPO' EROSION & SEDIMENT CONTROL/ Joe STORMWATER MANAGEMENT SHEET 3 OF 5 FILE NO RT. 839 DESIGNED FREDERICK COUNTY DRAWN AMC WINIrHF�TFR !/A APPROVED FRANK J. AV8 L LICENSE NO. t5559 �e r 10' 2.5' 698.0 TOP OF EMB. ELEV. WEIR SPILLWAY INVERT 697.00 695.34 ELEV. @ 2000 CF/AC 695.12 CLEANOUT ELEV. @ 700 CF/AC CLEAN OUT STAKE 3' 4' x4' - 1 12" CMP ANTI -SEEP W/ TRASH RACK COLLAR (4) 3" DIA. HOLES /-12" CMP 695.0 BT LEV. @696.0 EVENLY SPACED eQ ROCK ENERGY DISSIPATER BARREL PIPE (2) 3" DIA. HOLES 0695.5 EVENLY SPACED EMBANKMENT TYPE DETENTION PONDZSEDIMENT TRAP DETAIL N.T.S. F DE TAILS OF CORRUGATED METAL TYPE: DRAINAGE AREA: REQUIRED CAPACITY: AVS. WIDTH: AVS. LENGTH: AVS. DEPTH: ACTUAL CAPACITY. EMBANKMENT 1.43 ACRES 2860 CU. FT. 21' 157' 3.0' 10,099 CU.FT. PRINCIPLE SPILLWAY ELEV. 697.0 PRINCIPLE SPILLWAY-12' CMP W/ TRASH RACK 16 GA, PIPE, 2.5' LOW �- (4) Y DIA. HOLES EQUALLY SPACED - ELEV. 696.0 ELEV. 696.0 (2) 3' DIA. HOLES EQUALLY SPACED -ELEV. 695.5. 12' CMP BARREL -7 1 2' CONCRETE RISER BASE N.T.S. NOTE: A 1/4' THICKNESS STEEL PLATE ATTACHED TO THE RISER BY A CONTINUOUS WELD AROUND THE CIRCUMFERENCE OF THE RISER TO FORM A WATERTIGHT CONNECTION. THE PLATE SHALL HAVE 2' OF STONE, GRAVEL OR COMPACTED EARTH PLACED ON IT TO PREVENT FLOTATION. IN EITHER CASE, EACH SIDE OF THE SQUARE BASE SHALL BE TWICE THE RISER DIAGRAM. GEOTEXTILE ---� 6' ROCK RIP -RAP ELEV.698.0 1.0' ELEV, 697.0 1 L � 3 3 ---- 10, ---=-i EMERGENCY SPILLWAY ELEVATION NTS ` too � ANTI -SEEP COLLAR NSTAU COU-M *ITH COWMICA110N5 VERIIGl OOLWt TO tK Of SwE GAGE AS THE nrE OWN WHICH rr Is usm 1 /7 x t SLOTfFD HOLES FOR i f yRt, 3/r R44" R OOITA $*WV'LD tonOB �° , SL -NLroUS " AT Ir c. SECTION B-B° 0ENT" of tLWO ELEVATION OF UNASSEMBLED COLLAR +` 3. UNASSEMBLEU COLLARS SHALL BE MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. I. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH S. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL 11r DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. STAPLE 14 vj1VM MAX 20'-0"I Pl.AIC � �+N1ATT►I�ib t O.5 5.5 L - ` MIN VerTN g)VKI EL' CF:kOSS SEC'r ION r o-r r o S CAt-AE LEVEL SPREADER CONSTRUCTION SPECIFICATIONS NAtTIIMQ O OE A MINIMUH OF 41 YIOE EXTENCIN6 T$ jNCN[S OvtA ?* LIP ANO "IEO 6 INCNES DEEP ZM A VERTICAL T ,CUTE LO AZA 90EE- THEEUPPNEt-OoIN PLAt CEDWIUTHTCL*2xL.YT SpACCO HEAVY OUTY WIRE STAPLES AT LEAST L2 INCHES IN L&MTt1. 2, prsURE THAT THE LIP IS LEVEL TO UNIFOA►1LY SPREAO 013CHARSE. 2. THE LIP SMALL OE CONSTRUCTEO ON UN0ISTUA8E0 SOIL NOT FILL. 4. ♦ 10 FOOT TRAWICL To STyE10ETVAWILL EAOER TO 5 oorm -YTOLM THE or►o+aloM a+�EL . 011 MW MT OIM M 10H AM GRADES . 3. TW MAW 019c"NK V 'LL OE OUTLETEO ONTO A STADLIZEO WGIIETA T IED SLOPE NOT EXCEE01146 let • S. SEED ANO IRJI-CM TM! OI3TUROEO AREA IMf+EOIATELY AFTEA CONSTRUCTION. 120CMP W/TRASH RACK TOP OF BERM ELEV. 69&0' �,.-- EMERGENCY SPILLWAY ELEV. 697.0' -- (5) 1.5' DIA HOLES EA ROW ELEV. 698.0 tN 6 .56 BOTTOM OF POND ELEV. 695.0 10'X 11'X 0.5' 2'X2'X1.5 CONCRETE RISER BASE 5?, '2' 16 GtiA 0..92 `� (N.T.S.) DETENTION POND PROFILE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVAtE A 4'X4' 2 STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL ;1 FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH FILTER FABRIC Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant a Jll DIAMETER WILL VARY SECTION A -A DETAIL 16 - CONCENTRIC TRASH RAC1 w AND ANTI -VORTEX DEVICE PRESSURE rt 11, z, /STIFFEN" � DIAMETER/ DESIGN n / SPOT WELD ALL AROUND TOP HT VARY MINIMUM LAP I r-WELDED-1 ISOMETRIC vIEW SUPPORT BAR S:a?E7 �'4 DIAMETER MINIMUM. BARS ARETO BE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS TO THE TOP OF THE RISER TOP (SEc:. DESIGN TABLE • ,RESSURE REL IEF rl�OLES MAY BE OMMI.ITED IF ENDS OF CORRUGAT;ONS ARE LEFT FU' '_Y OPEN I WHEN CL''rtRUGATED I TOP IS WELDED TO I CYLINDER I CYLINDER (SEE DESIGN TABLE). CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER TEMPORARY/PERMANENT SEEDING Temporary seeding where required will consist of the following: Annual Ryegrass Seeding - 60-100 lbs/acre 10-20-10 Fertilizer - 600 lbs/acre Limestone - pH < 4.2 = 3.0 ton/acre - 4.2 < pH < 5.2 = 2 tonslacre - 5.2 < pH < 6.0 = 1 ton/acre Mulching (hay) - 2.0 tons/acre Permanent seeding will consist of the following: Slopes </= 3:1 - 85.3% Kentucky 31 Fescue - 128 lbs/acre - 13.3% Seasonal Nurse Crop - 20 lbs/scre - 01.3% Red Top Grass - 2 lbs/acre Slopes > 3:1 - 72.0G/o Kentucky 31 Fescue - 108 lbs/acre - 13.3% Seasonal Nurse Crop - 20 lbs/acre - 13.3% Crownvetch - 20 lbs/acre - 01.3% Red Top Grass - 2 lbs/acre 10-20-10 Fertilizer - 1000 lbs/acre Limestone - 2.0 tons/acre Mulching (hay) - 2.0 tons/acre Rz- VISIONS STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70, MIN. A FILTER CLOTH`' or MIN, I Al SIDE ELEVATION 12' MIN. 70' MIN. L VDOT 61 I 1 *_` POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE . MUST EXTEND FULL WIOTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. SECTION A -A EXISTING PA VENEM MOUNTABLE BERM (OPTIONAL.) 7- to, MIN, EXISTING PAVEMENT t0' MIN. REINFORCED COMURETE "^^•" SECTION B--B TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and speciScations of the ViWnia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must 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. ` ES-3: All erosion and sediment control measures are to be placed prior to or as the first step III clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities in areas otbar than indicated on these plans (includin& 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. F": The contractor is responsible for installation of any additional erosion control measures necessary to prevent erasion and sedimentation as determined by the plan approving authority. ES-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. ES-8: During dewatering operations, water will be pumped into an approved filtering device. ES* The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. ,Any Iucessauy repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. A 10 LW7E- DESCRIPWN O 1 S/2/5�7 EY. TO RISLR PER COMME 6 LUMBER COMPANY 84 LUMBER 4121 WASHINGTpN ROAD McMURRAY, PR 15317 ' 412-941-8497 DETAILS SHEET FREDERICK COUNTY WINCHESTER, VA PROJECT INFORMATIO SCALE 1 "--40' DESIGNED DRAWN SHEET 4 OF 5 DA TE 05102197 00 Ss FRANK J . o AV8 i LICENSE 1\40. � 15859 q r s= s- 17 n (FRONT OF BUILDING) (BACK OF BUILDING) T 0 rn FRONT ELEVATION SCALE: 1 /8" = 1 '-O" T -, ^11 P LA N SCALE: 1/8" = 1'-O" T ' '"" """'IOR BOLT EMENT INFORCEMENT n T 26 GAUGE METAL ROOF PANELS (PAINTED) O O END ELEVATION SCALE: 1 /8" = 1 '-O" NOTE: *** VERIFY ALL DIMENSIONS WITH BUILDING SUPPLIER'S DRAWINGS. BUILDING SUPPLIERS DRAWINGS SHALL GOVERN IN ALL CASES. REFER TO ANCHOR BOLT PLAN FROM BUILDING SUPPLIER FOR EXACT DIMENSIONS AND SPACING. NOTE DRAWINGS INTENT IS TO PROVIDE FOUNDATION TO SUPPORT STEEL BUILDING FROM BUILDING SUPPLIER BUILDINGS. STRUCTURAL ANALYSIS AND INTEGRITY OF THE STRUCTURE IS THE RESPONSIBILITY OF BUILDING SUPPLIER AND THE GENERAL CONTRACTOR. FOUNDATION SCHEDULE DIMENSION/REINFORCING SIZES MARK PIER FOUNDATION Al ,A2,A3,A4,A5 C l ,C5,D 1,D5 B1,B5,E1,E5 15"X15"W/ #6 DWLS AND #3 IES @8"O.C. 4'-0"X4'-0"X12" #4 EA. WAY B2,83,134 E2,E3,E4 15"X15"W/ #6 DWLS AND #3 TIES @8"O.C. 5'-6"X5'-6"X12" #4 EA. WAY PER SCHEDULE N.T.S. FOOTING DETAIL {I'I A M 135.84' S-- Q NEW FENCELINE I PRnPn':�Fn LANDSCAPE 1 .4 AC. AREA 84 LUMBER CO. ZONED B2 + (15% OF 82 ZONING ��l f AREA = 1.4 AC.) PROPOSED 6' WOODEN STOCKADE FENCE N/F KREMIER OIL CORPORATION ZONED P.I.N 43-, 200 i�l b, GRAVEL �- AREA o N� �C�,`o 8� o A'ox O `I % N/F FRANCHISE REALTY INTERSTATE CORPORATION (McDONAIL-D'S) ZONED B2 P.I.N. 43-A-48B ,,�°• ^POLE 25 MPH SPEED LIMIT FOR RT. 83 EX. PARKIN( vo + \ hry ttAA• V� S OUTDOOR if DISPL4 Y/ DRAIN FIEL D / I AREA W� / 16:1 EXI P,}4Rld'I, o° \ 817 \ STD EXISTING j c BUFFER �000.9 AREA � � S 7' 00 K. UNE EX. 6' CHAIN LINK FENCE TO BE REMOVE-D EX. LOLLIPOP SIGN 0 36 " X 40 1610 200' EDGE PAVEMENT EDGE PAVEM lO" W 2" W 0POLE POLE l ROUTE 839 APPROX. LOCATIO OF FIRE HYD. ZONED B-2 USE: RESIDENTIAL )UMPSTER STOCKADE FENCE DETAIL (3ENERAL NOTES: MAG. DISTRICT: STONEWALL ACREAGE: 4.98 AC. FAR (FLOOR TO AREA RATIO) : .20 AFTER ADDITION ZONING: B-3 INDUSTRIAL TRANSITION DISTRICT) & B-2 BUSINESS GENERAL DIST.) PROPERTY I.D. #: 43—A-48A PARKING CALCULATIONS: PARKING SPACES REQUIRED (1 /EMPLOYEE): 8 PARKING SPACES PROVIDED: 23 EMPLOYEE PARKING SPACES: 9 HANDICAP SPACES: 2 L OADING AREA 84 LUMBER COMPANY ZONED B3 200' EXISTING STORAGE SHED o 8000 S.F. I EX. 6' CHAIN LINK FENCE N 57'37'56" W __.._ 599.85' AMOCO LANE) s 00 it \ j or LOCATION MAP SCALE: 1 " = 2000` LEGEND --lot- EXISTING CONTOUR-1'&2' INTERVALS EXISTING CONTOUR-5'&10' INTERVALS —101— PROPOSED CONTOUR I' OR 2' INTERVALS '105— PROPOSED CONTOUR 5' OR 10' INTERVALS x 100.00 EXISTING SPOT ELEVATION +100.00 PROPOSED SPOT ELEVATION [fin.1234m SITE BENCHMARK 0 PROPERTY CORNER 0 PROPERTY CORNER WITH MARKER ...��� PROPERTY LINE RIGHT OF WAY OR EASEMENT LINE --- — CENTER LINE 18" CMP EXISTING UNDERGROUND STORM SEWER AND SIZE —18" CMP— PROPOSED UNDERGROUND STORM SEWER AND SIZE — 8" SAN— PROPOSED UNDERGROUND SANITARY SEWER AND SIZE ----8" SAN— UNDERGROUND SANITARY SEWER AND SIZE 6" W PROPOSED UNDERGROUND WATER LINE AND SIZE _6" W— UNDERGROUND WATER LINE AND SIZE _ 1" G — UNDERGROUND GAS LINE AND SIZE UTILITY POLE E & I— ELECTRIC AND TELEPHONE LINE (�$ STONE CONSTRUCTION ENTRANCE PROPOSED 6' CHAIN LINK FENCE �8 RIP -RAP ROCK PROTECTION 4100 FIRE HYDRANT —1a' S.F. SILT FENCE �Tm IL w a EXISTING INLET (CATCH BASIN) ®mom PROPOSED INLET (CATCH BASIN) WV. EL @My 0. EXISTING MANHOLE �i PROPOSED MANHOLE ---+- SWALE ARROWS FLOW ARROWS �R TRAFFIC FLOW DIRECTIONAL ARROWS FINAL SITE PI_M t R ;1U r=1..1 APPROVED BY FREDERICK-" COUN I r' ZONING ADMINISTRATOR OFF -SITE DRAINAGE LIMIT PROPOSED GRAVELED AREA 0.48 AC EVERGREEN TREE - GROUND UNE O BE THE SAME DECIDUOUS TREE -PRIME BACK -SITE AS EXISTED AT THE NURSERY _ _1/4' _ON S�tl1Y wTIH �1Ni1DESICCANT A00 10 MMItIF1ACit7RFR'S W5ftp1C'l10!!9-IF fOLYKiE IS PREW. DOUBLE STRAND OF 10 GAUGE CALWNM WMU£ TWISTED GARDEN HOSE 3 GUYS OF 10 GAUGE TWISTED 2 1/2' DM4-10' LONG CEDAR STAKE NTH VARE 120' APART -AROUND NOTCHED END V EXPOSED)-2 PER TREE TREE TURt*XJCKLE FOLD BACK BURLAP FROM TOP OF BALL 2' MULCH 4' SOIL SAUCER BACKFILL WITH TOPSOIL AND PEAT MOSS 3:1 RATIO BY VOLUME N 9' LAYERS. WIATER EACH LAYER UNTN.. SETTLED 24' X 2" X 2' STAKE OWN NOTE: WRAP FLUSH NNTH FMSHED GRADE DECIDUOUS TREES OM 1' CAL w m BURILAP OR T KRHU KRAfT TREE WRAF 2� 25 MPH SPEED LIMIT FOR RT. 839 POLE � EX PARK/N<>' OUTDOOR D/SPLA DRAIN FIELD AREA /__-7 I 1 E) PIAI�iNJ I I Co I I I I i I I I l .E Ex LOLLIPOP SIGN � J6'X40 ' POLE;- 16 '0 BALL SIGN DUMPSTER 200 N 5-P3756" W EDGE PAVEMENT I — EDGE PAVEMENT POLE v POLE ROUTE L w ROUTE 839 APPROX. LOCATIO OF FIRE HYD. (AMOCO I ANE) C0A T'R(_,CTION OF A .)-1L "I P t A UE (WITH WIRE 3.L-PPOPT) gar rS-S ANC _r a.�'.. a •'ci 3'.AAtE NNp? Yy +£ �575 IrLow 3 ATTACm —,HE FR,tE!z FABRIC ;O THE *W . SNC/CFR.L AND '04RPAC7 THE Ft7NCE " EXTEND ? INTO THE TRENCH, EXCAVATED SOIL oil - FLOW i I oig _x-Emsx* :)F FN8IIC AND WIRE +NTO THE 'RE!NC+ Source: Adapted from lUtalla ions Straw and Fabric Fi,lty Barriers for Sediment off, Sherwood and Wyar.: L OADING AREA 84 LUMBER COMPANY ZONED B3 200' EXISTING STORAGE SHED 8000 S.F. EX. 6' CHAIN LINK FENCE 599.85' s \�R9' F LOCATION MAP SCALE: 1" - 22000' LEGEND - ?t, --- EXISTMG CONTOUR-1'&2' INTERVALS 105 EXISTING CONTOUR-5'&10' INTERVALS PROPOSED CONTOUR 1' OR 2' INTERVALS PROPOSED CONTOUR 5' OR 10' INTERVALS x 10a0v EXISTING SPOT ELEVATION +100,00 PROPOSED SPOT ELEVATION As txa+m SITE BENCHMARK 0 PROPERTY CORNER 6 PROPERTY CORNER WITH MARKER ---- PROPERTY UNE RIGHT OF WAY OR EASEMENT UNE ---- CENTER UNE 18" CMP EXISTING UNDERGROUND STORM SEWER AND SIZE —18" CMP— PROPOSED UNDERGROUND STORM SEWER AND SIZE 8" SAN PROPOSED UNDERGROUND SANITARY SEWER AND SIZE 8" SAN UNDERGROUND SANITARY SEWER AND SIZE 6" W PROPOSED UNDERGROUND WATER UNE AND SIZE _6" W— UNDERGROUND WATER UNE AND SIZE —1" G ~~- UNDERGROUND GAS UNE AND SIZE &�T UTILITY POLE — E -- ELECTRIC AND TELEPHONE LINE �$ STONE CONSTRUCTION ENTRANCE M '�* PROPOSED 6' CHAIN UNK FENCE $ RIP -RAP ROCK PROTECTION CI� FIRE HYDRANT SILT FENCE MP EL INV. EL EXISTING INLET (CATCH BASIN) �To o. PROPOSED INLET (CATCH BASIN) Ift IL QTOP EEL EXISTING MANHOLE a PROPOSED MANHOLE ------ SWALE ARROWS —�Z-�- FLOW ARROWS TRAFFIC FLOW DIRECTIONAL ARROWS XNgb E: LAND DISTURBANCE PERMIT CREQUIRED FROM FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY SITE WORK 10' In 0 2.5' 698.0 TOP OF EMB. ELEV. WEIR SPILLWAY INVERT 697.00 695.34 ELEV. ® 2000 CF/AC 695.12 CLEANOUT ELEV. @ 700 CF/ CLEAN OUT STAKE / 3' 4'x4' � 1 12" CMP ANTI -SEEP W/ TRASH RACK COLLAR (4) 3 DIA. HOLES Z-12" CMP 695.0 BT . LEV. 0696.0 EVENLY SPACED - R-4 ROCK ENERGY DISSIPATER BARREL PIPE (2) 3" DIA. HOLES @695.5 EVENLY SPACED EMBANKMENT TYPE DETENTION POND/SEDIMENT TRAP DETAIL DETAILS OF CORRUGATED METAL N.T.S. TYPE: EMBANKMENT DRAINAGE AREA: 1.43 ACRES REQUIRED CAPACITY: 2860 CU. FT. AVS. WIDTH: 21' AVS. LENGTH: 157' AVS. DEPTH: 3.0' ACTUAL CAPACITY: 10,099 CU.FT. PRINCIPLE SPILLWAY ELEV. 697.0 PRINCIPLE SPILLWAY-12" CMP W/ TRASH RACK - 16 GA PIPE, 2.5' LONG - (4) Y DIA. HOLES EQUALLY SPACED - ELEV. 696.0 - ELEV. 696.0 - (2) 3" DIA. HOLES EQUALLY SPACED - ELEV. 695.5. 12" CMP BARREL -� L 2' .� CONCRETE RISER BASE N.T.S. NOTE A 1/4" THICKNESS STEEL PLATE ATTACHED TO THE RISER BY A CONTINUOUS MELD AR"D THE CIRCUS OF THE RISER TO FORM A WATERTIGHT CONNECTION. THE PLATE SHALL HAVE 2' OF STONE, GRAVEL. OR COMPACTED EARTH PLACED ON IT TO PREVENT FLOTATION. IN EITHER CASE, EACH SIDE OF THE SQUARE BASE SHALL BE TWCE THE RISER DIAGRAM. GEOTEXTILE 6' RACK RIP -RAP ELEV,698.0 ELEV. 697.0 I.01 1 WNW A J I 3 IN ANTI -SEEP COLLAR � wvV"rAL OOt1AR 70 N Or &AA1[ GAG( AS TlIC I" WITH wHRr rt if lam 11T X r SLOTTED HOLES FOR I r INN. 3/r M*AETER IIOLM ` . + �r TEO, AN HD coNll6 u WELD AADrC,� SECTION B-B� D eons son 7p OI !wq ELEVATION OF UNASSEMBLED COLLAR 3. UNASSEMBLED COLLARS SHALL BE MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. 1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH S. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2- DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. BOTTOM OF POND L= ELEV. 695.0 2'X2'X1.5' CONCRETE RISER BASE (N.T.S.) STAnE- 14 uJIDTN MA9 20'- 0" �117- PLAL E MATT'iW& ("i KAF1 WOO � 0.5 I 5.15 ), M111 DEPTH T- BuR1F,0' EDGE CROSS SECS' ION r4OT TO S CAI- E LEVEL SPREADER CONSTRUCTION SPECIFICATIONS 1, gATTINOMG O 1K A NINIMUN OF �fT. ILO£ EXTEt+A VE • pCNEs OVlR Tr LIP ANO "IEO a IN DEEP IN A vERTZCAI T 1 004 THE LOVER EOCE. THE UPPER EOGE SHOU1.0 OUTT AGAZtMST OSIELT 21pO1.Y CUT SW AIM BE SECURELY HELD IN PLACE ZS I CLEMr SPACCO NEAVV DUTY VIAE STAPILES AT LEAST 12 INIp+ES IN LE>l11:T"t1. Z, drSUAE THAT THE LIP IS LEVEL TO UNIFOAHLY SPREHA AD OISCRGZ- 3. TLIP SHALL BE CONSTRUCTED ON UNOISTUA8E0 SOIL NOT FILL_ HE 1. A FOOT TAANSTTITO THETVRWILL EAOEA TO S oormLYTED FRO" BLENO THE 01V6 101r p1ANNEt OIPralINT DIMENSION AMC GRADES. S. THE MAO>F 019CHAW WILL, BE OUTLETEO ONTO A STAMILIZE0 VEGICTA:EO $LOPE NOT EXCEEDING 'Sz. i. SEED AMMMCH THE OI':STURBEO AREA IK"EOIATELY AFTER CONSTRUCTION. 12-CMP W/TRASH RACK TOP OF BERN ELEV. 69&V �- EMERGENCY SPILLWAY ELEV. 697.0' (5) 1.5" DIA HOLES EA. ROW = ELEV. 696.0 10'X11'X0.5' 5?' 1y 16 CA,o 0.8z DETENTION POND PROFILE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1 SET POSTS AND EXCAVATE A 4'X4" 2 STAPLE WIRE rENGNG TO THE POSTS TRENCH UPSLOPE ALONG THE LINE OF POSTS FLOW q1I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL G FLOW uI' N / EXTENSION OF FABRIC AND WIRE INTO THE TRENCH Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment CQ rol, Sherwood and Wvant DIAMETER WILL VARY SECTION A -A DETAIL 16 - CONCENTRIC TRASH RACK AND ANTI -VORTEX DEVICE PRESSURE ors rcc HOLES STIFFENER BAR (SEE DESIGN TABL,8? DIAMETER / SPOT WELD ALL AROUND TOP HT VARY MINIMUM LAP ISOMETRIC VIEW SUPPORT BAR SIZE "I DIAMETER MINIMUM. BARS ARETO BE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS TO THE TOP OF THE RISER TOP (SEE DESIGN TABLE). PRESSURE RELIEF HOLES MAY BE OMMITTED IF ENDS OF CORRUGATIONS ARE LEFT FU(L Y OPEN WHEN CC43RUGATED TOP IS WELDED TO 1 CYLINDER I CYLINDER (SEE DESIGN TABLE). CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER TEMPORARY/PERM,A,NENT SEEDING Temporary seeding where required will consist of the following: Annual Ryegrass Seeding - 60-100 lbs/acre 10-20-10 FeAW=r - 6001bs/acre Limestone - pH < 4.2 = 3.0 ton/acre - 4.2 < pH < 5.2 = 2 tons/acre - 5.2 < pH < 6.0 = 1 ton/acre Mulching (hay) - 2.0 tons/acre Permanent seeding will consist of the following: Slopes </= 3:1 - 85.3% Kentucky 31 Fescue - 128 lbs/acre - 13.3% Seasonal Nurse Crop - 20 lbs/acre - Ol .3% Red Top Grass - 2 lbs/acre Slopes > 3:1 - 72.0% Kentucky 31 Fescue - 108 lbs/acre - 13.3% Seasonal Nurse Crop - 20 lbs/acre - 13.3% Crownvetch - 20 lbs/acre - 01.3% Red Top Grass - 2 lbs/acrc 10-20-10 Fertilizer - 1000 lbs/acre Limestone - 2.0 tons/acre Mulching (hay) - 2.0 tons/acre REVISIONS STONE CONSTRUCTION ENTRANCE EXISTING GROUND NY KIN. EXISTING PAVEMENT A 3' now FILTER CLOTH WIN, A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 12, MIN. 70' MIN. B WASHRApC I (OPTIONAL) L- VDOT •I i ~� POSfTIV£ DRAINAGE COURSE AGGREGATE B TO SEDIMENT • MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' MN. SECTION A -A REINFORCED CUNLWL 1 L I�N ` EXISTING PAVEMENT 10' MIN. SECTION B-B TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-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 Virgiinia Erosion and Sediment Control andbook and Virginia Regulations VR 62542r00 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must 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. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all tunes. ES-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. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-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. ES-8: During dewatering operations, water will be pumped into an approved filtering device. ES-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. M'� DATE DFSCR/PTX�N O 1 5/2%97 EY. TO RISER PER CDNAIE 84 L UMgER COMPANY 84 LUMBER 4121 WASHINGTON ROAD McMURRAY, PA 15317 412-941-8497 DETAILS SHEET FREDER/CK COUNTY WINCHES TER, VA PROJECT /NFORMATA SCALE 1 "40' DESIGNED DRAWN SHEET 4 OF 5 DA Tf 05102197 A- FRANK J.Al GAG, LICENSE NO. 15859 r S/®4ALE,NG�tA�i' � _ ._r- s-- s = 97 IN ' (� 1 26 GAUGE METAL ROOF PANELS (PAINTED) (FRONT OF BUILDING) """�` "r"` ' ��""```' (BACK OF BU!i_CING) T FRONT ELEVATION SCALE: 1/8" = 1'-O" T P LA N SCALE: 1 /8" = 1 ' -O" T '"" A -2 f-' """'FOR BOLT EMENT INFORCEMENT T OA -_O END ELEVATION SCALE: 1 /8" = 1 '-O" NOTE: *** VERIFY ALL DIMENSIONS WITH BUILDING SUPPLIER'S DRAWINGS. BUILDING SUPPLIERS DRAWINGS SHALL GOVERN IN ALL CASES. REFER TO ANCHOR BOLT PLAN FROM BUILDING SUPPLIER FOR EXACT DIMENSIONS AND SPACING. NOTE: DRAWINGS INTENT IS TO PROVIDE FOUNDATION TO SUPPORT STEEL BUILDING FROM BUILDING SUPPLIER BUIILDINGS. STRUCTURAL ANALYSIS AND INTEGRITY OF THE STRUCTURE IS THE RESPONSIBILITY OF BUILDING SUPPLIER AND THE GENERAL CONTRACTOR. FOUNDATION SCHEDULE DIMENSION/REINFORCING SIZES MARK PIER FOUNDATION A1,A2,A3,A4,A5 C 1,C5,D 1,D5 B1,B5,E1,E5 15 X 15 W/ #6 DWLS AND #3 TIES ®8,O.C. 4 -0 X4 -0 X 12 #4 EA.WAY B2,133,134 E2,E3,E4 15"X15"W/ #6 DWLS AND #3 TIES ©8" O.C. 5' EA WAY6"X12" PER SCHEDULE N.T.S. FOOTING DETAIL 84 LUMBER COMPANY 4121 WASHINGTON RD. McMURRAY, (412)941 PA 15317 8497 WINCHESTER ' VA ROUTE 839 (165 AMOCO LANE) WINCHESTER, VA 22603 SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 EROSION & SEDIMENT PLANS SHEET 4 NOTES AND DETAILS SHEET 5 40 X 100 SHED W/ 20 X 100 PORCH FRANK J AM7 x LICENSE NO. "110, 15859 � S��QNAI GN � S 6T 2�l� `r , 5 NEW FENCELINE PROPOSED LANDSCAPE 1.4 AC. �F�ptic .� 84 LUMBER CO. OFF AREA + ZONED B 2 (15% OF 82 ZONING AREA - 1.4 AC.) GRAVEL 0 Q '7S, PROPOSED 6 WOODEN STOCKADE FENCE AREA zo J N/F FRANCHISE REALTY INTERSTATE CORPORATION (McDONALD'S) ZONED B2 � P.I.N. 43—A-48B N/F KREMIER OIL CORPORATION ZONED P.I.N 43—, 200 _�PDLE 2.5 MPH SPEED LIMIT FOR RT. DRAIN F/ELD AREA i r - EX. PARKING h OUTDOOR D/SPLAY� ✓ j 0' o° \ EXISTING �� BUFFER FFER °oo'�y� AREA °o ZONE UNE EX 6' CHAIN LINK FENCE - TO SE REMOVED EX. L OL L /POP SIGN 0 36" X 40'- 1610 200' EDGE PAVEMENT f EDGE PAVEMENT T 70" W 2" W i AAAAAAAAAAAAAAAAAAAAAAAAA S, 6 STOCKADE FENCE DETAIL DUMPSTER N 5737'SF" VW —OPoLE �)POLE /o ROUTE 839 (AMOCO LANE) APPROX. LOCATIONL/ OF FIRE HYD. ZONED B--2 USE: RESIDENTIAL LOADING AREA �d 84 LUMBER COMPANY ZONED B3 200' EXISTING STORA GE .,SHED 8000 S.F. EX, C' CHAIN LINK FENCE 599_R5' 84 LUMBER 4121 WASHINGTON ROAD McMURRAY, PA 15317 412-941-8497 GENERAL NOTES: MAG. DISTRICT: STONEWALL ACREAGE: 4.98 AC. FAR (FLOOR TO AREA RATIO) : 20 AFTER ADDITION ZONING: B-3 INDUSTRIAL TRANSITION DISTRICT) & B-2 BUSINESS GENERAL DIST.) PROPERTY I.D. #: 43-A-48A PARKING CALCULATIONS: PARKING SPACES REQUIRED (1/EMPLOYEE): 8 PARKING SPACES PROVIDED: 23 EMPLOYEE PARKING SPACES: 9 HANDICAP SPACES: 2 REVISIONS 10 DATE DESCRIPTION — 1 10/03 REVISE BUILDING { LOCATION LOCATION MAP SCALE: 1" 2000' LEGEND ---lot-- EXISTING CONTOUR-1'&2' INTERVALS EXISTING CONTOUR-5'&10' INTERVALS ---101-- PROPOSED CONTOUR f OR 2' INTERVALS _105"--- PROPOSED CONTOUR 5' OR 10' INTERVALS x ream EXISTING SPOT ELEVATION +100.00 PROPOSED SPOT ELEVATION AoL ,z 4m SITE BENCHMARK 0 PROPERTY CORNER 8 PROPERTY CORNER WITH MARKER ---- PROPERTY LINE RIGHT OF WAY OR EASEMENT LINE -- 5�- CENTER LINE — -- 18' CMP = EXISTING UNDERGROUND STORM SEWER AND SIZE —18" CUP— PROPOSED UNDERGROUND STORM SEWER AND SIZE ---8" SAN— PROPOSED UNDERGROUND SANITARY SEWER AND SIZE —8" SAN----- UNDER:Se'ROUND SANITARY SEWER AND SIZE 8' W PROPOSED UNDERGROUND WATER LINE AND SIZE ---6" W — UNDERGROUND WATER LINE AND SIZE - p1' G — UNDERGROUNO GAS LINE AND SIZE UTILITY POLE _ E & T m-- ELECTRIC AND TELEPHONE LINE STONE CONSTRUCTION ENTRANCE ----;T PROPOSED S' CHAIN LINK FENCE °$ RIP -RAP ROCK PROTECTION FIRE HYDRANT —►�r ar---.- SILT FENCE ©TV IL EXISTING INLET (CATCH BASIN) WV.® a gar a. PROPOSED INLET (CATCH BASIN) ins n. CL @O ww'K a EXISTING MANHOLE PROPOSED MANHOLE ----- SWALE ARROWS �-+ FLOW ARROWS �R TRAFFIC FLOW DIRECTIONAL ARROWS F-INAL SITE PLAN PROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR 84 LUMBER COMPANY SITE PLAN PROPOSED STORAGE SHED RT. 8 39 FREDERICK COUNTY WINCHESTER, VA PROJECT INFORMATION SCALE 1 "-== 30' JOB NO SHEET __ 2 OF 5 FILE NO DESIGNED DRAWN AMC APPROVED DATE 10%03%97 � r! FRANK J. '4 AV EL L10,ENEE NO. 15 8 59 t 1 O-3— 17 OFF -SITE DRAINAGE LIMIT PROPOSED GRAVELED AREA 0.48 AC EVERGREEN TREE - GROUND L#* TO BE THE SAME DECIDUOUS TREE -PRUNE BACK f//4' ON -SITE EXIS TED STED AT THE NURSERY SPRAY WITH NfrOESICCANT ACCORDING TO MANUFACTURERS INSTRUCTIONS -IF FOLIAGE IS PRESENT. DOUBLE STRAND OF 10 GAUGE GALVANIZED WIRE T*IM GARDEN HOSE 3 GUYS OF 10 GAUGE TWSiEU 2 i/2' DN -f0' LONG CEDAR STAKE WITH TWIRE 120' APART -AROUND NOTCIlED END (r EXPOSED)-2 PER TREE TURNBUCKLE / FOLD BACK BURLAP FROM TOP OF BALL 2' MULCH 4" SOIL SAUCER BACKFIL.L WITH TOPSOIL AND PEAT MOSS 3:1 RATIO BY VOLUME FL 9' LAYERS. WATER EACH LAYER UNTIL SETTLED 24' X 2' X 2' STAKE DRIVETI NOTE: WRAP FLUSH WITH FINISHED, GRADE DECIDUOUS TREES OVER 1` CAL. WITH BURLAP OR ! ll EC WRAP 24 �PC1LE 25 MPH SPEED / IMIT FOR RT. 839 8' FOR PLANTS UP TO 4' HEIGHT MIN. 8' FOR PLANTS OVER 4' HEXWT MIN. DIAMETER o . EX. PARKING OUTDOOR _ D15P I ' DRAIN F/ELD / AREA / I / W i (EX PARK"lNG 0=8 Co / -fS TUB 1D" W POLE POLE ROUTE APPROX. LOCATION - OF FIRE HYD. ST�TF EX / OL/IPOP SIGN 36 ';k`40 ' POLE' 16 '0, PA/ / SIGN OUMPSTE)R 200 ' N 57'37'56" W EDOE PAVEMENT I EDGE PAVEMENT 2" W 839 (AMOCO LANE) LOADING AREA 84 LUMBER COMPANY ZONED B3 200' EXISTING STORAGE SHED 8000 S.F. EX. 6' CHAIN LINK FENCE 599.859 LOCATION MAP SCALE 1" = 2000' LEGEND 101-- EXISTING CONTOUR-1'&2' INTERVALS 105 EXISTING CONTOUR-S'&10' INTERVALS PROPOSED CONTOUR 1' OR 2' INTERVALS PROPOSED CONTOUR 5' OR 10' INTERVALS x 1w.00 EXISTING SPOT ELEVATION +100.00 PROPOSED SPOT ELEVATION AEL" 1234M SITE BENCHMARK 0 PROPERTY CORNER 0 PROPERTY CORNER WITH MARKER -•---•-- PROPERTY LINE --- -- RIGHT OF WAY OR EASEMENT LINE --C=---- CENTER LINE 18" CMP EXISTING UNDERGROUND STORM SEWER AND SIZE ■18" CMP— PROPOSED UNDERGROUND STORM SEWER AND SIZE 8" SAN PROPOSED UNDERGROUND SANITARY SEWER AND SIZE ---8" SAN UNDERGROUND SANITARY SEWER AND SIZE —6'° W-- - PROPOSED UNDERGROUND WATER LINE AND SIZE ___6" W— UNDERGROUND WATER UNE AND SIZE ---1" G --- UNDERGROUND GAS LINE AND SIZE 0 UTILITY POLE - E & T -- ELECTRIC AND TELEPHONE LINE STONE CONSTRUCTION ENTRANCE �••-•.•..� PROPOSED 6' CHAIN LINK FENCE $ RIP -RAP ROCK PROTECTION FIRE HYDRANT - �-- SILT FENCE Me EL iwv EL. EXISTING INLET (CATCH BASIN) 3 PROPOSED INLET (CATCH BASIN) a. 1W a- 0pI OP EL. V FL EXISTING MANHOLE PROPOSED MANHOLE ----�- SWALE ARROWS �z--- FLOW ARROWS TRAFFIC FLOW DIRECTIONAL ARROWS X5�lb �gh NOTE: LAND DISTURBANCE PERMIT REQUIRED FROM FREDERICK COUNTY �' DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY SITE WORK ELEV,698.0 ELEV. 697.0 10' 2.5' 2 1 698.0 TOP OF EMB. ELEV. WEIR SPILLWAY INVERT 697.00 695.34 ELEV. ® 2000 CF/AC 695.12 CLEANOUT ELEV. ® 700 CF/AC CLEAN OUT STAKE /rr 3' 4'x4' 1 12' CMP ANTI -SEEP W/ TRASH RACK COLLAR (4) 3" DIA. HOLES /-12" CMP 695.0 BT LEV. 0696.0 EVENLY SPACED R-4 ROCK ENERGY DISSIPATER BARREL PIPE (2) 3" DIA. HOLES @695.5 EVENLY SPACED EMBANKMENT TYPE DETENTION PONDZSEDIMENT TRAP DETAIL DE TAIL S OF CORRUGATED METAL N.T.S. TYPE: EMBANKMENT DRAINAGE AREA: 1.43 ACRES REQUIRED CAPACITY: 2860 CU. FT. AVS. WIDTH: 21' AVS. LENGTH: 157' AVS. DEPTH: 3.0' ACTUAL CAPACITY: 10,099 CU.FT. PRMK FU SPYI.WAY-If CMP W/ TRASH RAC( - 16 GA PIPE, 2.5' LONG -- (4) 3" DIA. HOLES (EQUALLY SPACED - ELEV. 696.0 -- ELEV. 696.0 _ (2) 3' DIA HOLES (EQUALLY SPACED - ELEV. 695.5. 12' CMP BARREL. -� t CONCRETE RISER BASE N.T.S. NOTE, A 1 /4' THIC"SS STEEL PLATE ATTACHED TO THE RISER BY A CONTINUOUS MELD AROUND THE CIRCUYF00a OF THE RISER TO FORM A WATERTIGHT CONNECTION. THE PLATE SHALL HAVE 2' OF STONE, GRAVEL OR COMPACTED EARTH PLACED ON IT TO PREVENT FLOTATION. IN EITHER CASE, EACH SIDE OF THE SQUARE BASE SHALL BE TRACE THE RISER DIAGRAM. GEOTEXTILE 6' ROCK RIP -RAP F� 10, --i EMERGENCY SPILLWAY ELEVATION NTS BOTTOM OF POND I -T ELEV. 695.0 2'X2'X1.5' CONCRETE RISER BASE (N.T.S.) ANTI -SEEP COLLAR CONIYVERIICAi cou,+I m ae Or aNK wee As W /P( W" OW" R IS USM 1/r X r SLMIM NOTES FOR Ir wt 3/r DIMS IR BOLTS. 4- .V+C=ON r MSW AMO Moms OOWhX^= NEUL "�0 SECTION B-8 M,"„M ELEVATION OF UNASSEMBLED COLLAR 3. UNASSEMBLED COLLARS SHALL 8E MARKED BY NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. 1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH S. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL 1 /2" DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS, LUGS FOR CONNECTING COLLARS TO PIPE. STi,Pt-E Its WIDrN Nlhx 20,_0,��„-j PLAL E � MATTINC> t 11000 0 Z lr rI ` MIlJ pEP'TIIA BUUu W FPG E CROSS SECTION r4OT TO SCAC-E LEVEL SPREADER CONSTRUCTION SPECIFICATIONS l NATtIMG O PIE A NINIIMUH OF 4FT_ WJOE EXTENOINC 6 S OVER TH LIP AND IEUppeAI� GESS►HOOI LD OUTTvAWAIVOT JMII K ON THE LOYEA WGE . TMIE lNOOTMILY CUT SWANO OF SECURELY "EL IN PLACE WITH tX.OIlELY SPACEO HEAVY DUTY WIRE STAPLES AT LEASt 12 INCHES IN LElIQTH. Z, QISUP THAT THE LIP IS LEVEL TO UNIFOAN-Y SPREAO OISCMWGZ. 3. THE LIP SHALL 0E CONSTRUCTED ON U1401STUROF-0 SOIL NOT FILL. 1. A 10 FOOT 00je ITITO SECTION SPREADER TO S COTHLYTEO FRO" BLENO THE E OIvW i(N a+AN�L . OI1►RtlIENT OVe"10N AM 6RAOES . S. THE IKJ1 o" OIBCMA"It WILL BE OUTLETEO ONTO A STABLIZEO VEGETATED SLOPE NOT EXCEE01146 let. _. S. Sat) ANO "MCH THE.OISTUA8EO AREA INt+EOIATEL.Y AFTER CONSTRUCTION. 12-CMP W/1RASH RACK TOP OF BERM ELEV. 698.0' /-- EMERGENCY SPILLWAY ELEV. 697.0' �..- (5) 1.5' DIA. HOLES EA. ROW = ELEV. 696.0 10'X 11'X 0.5, CW 16 GAO 0 DETENTION POND PROFILE CONSTRUCTION OF A SILT FENCE ((WITH WIRE SUPPORT) 1 SET POSTS AND EXCAVATE A i X4- 2 STAPLE wIRE FENCING TO THE POSTS TR£NC►+ UPSLOP£ ALONG THE LINE OF POSTS fol 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G -4 Ii1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant DIAMETER WILL VARY SECTION A -A DETAIL 16 - CONCENTRIC TRASH RACK .AND ANTI -VORTEX DEVICE PRESSURE ors trr HOLES " STIFFENER BAR (SEE11 Zd --'DESIGN TABLE I DIAMETER % SPOT WELD ALL AROUND TOP HT VARY MINIMUM LAP Z/ SUPPORT BAR S;ZE "4 DIAMETER MINIMUM. BARS ARETO BE WELDED TO. THE TOP OF THE RISER OR ATTACHED BY STRAPS TO THE TOP OF THE RISER ISOMETRIC VIEW TOP (SEE D_SIGN TABLE). PRESSURE RELIEF HOLES MAY BE OMMITTED IF ENDS OF CORRUGATIONS ARE LEFT FUt LY OPEN I WHEN CORRUGATED TOP IS WELDED TO CYLINDER CYLINDER (SEE DESIGN TABLE). CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER TF,MPORARY/P -RMANENT SEEDING Temporary seeding where required will consist of the following: Annual Ryegrass Seeding - 60-100 lbs/acre 10-20-10 Fertilizer - 600 lbs/acre Limestone - pH < 4.2 = 3.0 ton/acre - 4.2 < pH < 5.2 = 2 tons/acre - 5.2 < pH < 6.0 = 1 ton/acre Mulching (hay) - 2.0 tonstacre Permanent seeding will consist of the following: Slopes </= 3:1- 85.3% Kentucky 31 Fescue - 128 lbs/acre - 133% Seasonal Nurse Crop - 201bs/acre - 01.3% Red Top Grass - 2 lbs/acre Slopes > 3:1 - 72.0% Kentucky 31 Fescue - 108 lbs/acre - 13.3% Seasonal Nurse Crop - 20 lbs/acre - 13.3% Crownvetch - 20 lbs/acre - 01.3% Red Top Grass - 2 lbs/acre 10-20-10 Fertilizer - 1000 lbs/acre Limestone - 2.0 tons/acre Mulching (hay) - 2.0 tons/acre STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70' NJ A FILTER CLOTH 6 MIN, I Al SIDE ELEVATION t2' MIN. 70' WIN. 9 WASHRACK i (OPTIONAL) VDOT •1 1 1 POSITIVE DRAINAGE COURSE AGGREGATE H TO SEDIWNT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MIN. SECTION A -A EXISTING PAVEMENT 3' MOUNTABLE BERM COPTIONAL) 10, MIN. EXISTING PAVEMENT to, MIN. REINFORCED CONCRETE incAin x•wc SECTION B-B TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-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 VR 625-02-00 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the COM nencement of land disturbing activity, and one week prior to the final inspection. ' ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintined on the site at all time& ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (includin& 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. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: All disturbed areas are to drain to approved sediment control measures at all tunes during land disturbing activities and during site development until final stabilization is achieved. ES.& During dewatering operations, water will be pumped into an approved filtering device. ES-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. nicrnkjucrT #6 BARE COPPE ONE 1 /2 X 8' GROUT RODS AS PER WE rl�� 'K0 AIUP BREAKERS 4EL IN 3 4" CONDUIT 2 GROUND EACH r0 PANEL LINE -- TO PANEL UNDERGROUND ELECTRICAL RISER DIAGRAM N.T.S. n e n (FRONT OF BUILDING) '""" �` "� i (BACK OF BUILDING) T FRONT ELEVATION SCALE: 1 /8" = 1'—O" T T LAMP (TYP) r- I_rr1 N -/ - ..,..- SCALE: 1 /8" = 1 ' —0" ELECTRICAL SCHEDULE (?T)" SYMBOL DESCR/PT/ON 175W DUSK/DA WN 4 LAMP TYP 40OW METAL 3 HALIDE LAMP TYP 1 ® 100 AMP PANEL BOX n T ,/- 3/4" A36 ANCHOR BOLT f PER SCHEDULE EMIENT INFORCEMENT 26 GAUGE METAL ROOF PANELS (PAINTED) 1013 WIRE TO BUILDING PANEL 6X6X10/10 WWF TYPICAL FLOOR SLAB -� A 4 MIL VAPOR BARRIER 4" COMPACTED STONE SLAB DETAIL SCALE: 3/4" = 1'-0" END ELEVATION 0'-8 SCALE: 1 /8" = 1'—O" �---1 FINISH GRADE d ,144 REBAR 'm 1 L 3'- 3" t SECTION A- .A AAXIMUM W 0 12" V.C., TOP AND BOTTOM NOTE: *** VERIFY ALL DIMENSIONS WITH BUILDING SUPPLIER'S DRAWINGS. BUILDING SUPPLIERS DRAWINGS SHALL GOVERN IN ALL CASES. REFER TO ANCHOR BOLT PLAN FROM BUILDING SUPPLIER FOR EXACT DIMENSIONS AND SPACING. NOTE: DRAWINGS INTENT IS TO PROVIDE FOUNDATION TO SUPPORT STEEL BUILDING FROM BUILDING SUPPLIER BUILDINGS. STRUCTURAL ANALYSIS AND INTEGRITY OF THE STRUCTURE IS THE RESPONSIBILITY OF BUILDING SUPPLIER AND THE GENERAL CONTRACTOR. FOUNDATION SCHEDULE DIMENSION/REINFORCING SIZES MARK PIER FOUNDATION A1,A2,A3,A4,A5 5 X 15 W/ (4)6"DWLS 98 4'- 0 X4'- 0 X 12 C1,C5,D1,D5 AND #3 TIES O.C. #4 EA. WAY B1,B5,E1,E5 ® 12" O.C. 82,133,B4 15"X15"W/ (4)#6 DWLS 56A 5-6"X12" # 4 E E2,E3,E4 AND #3 TIES @8 O.C. ® 12" O.C. N.T.S. FOOTING DETAIL W�NCHESTER, 'VA 2cc, ��j p I awj c v 67 .27 5) NEW FENCELINE co PROPOSED 0 1. 4 AC. LANDSCAPE 84 LUMBER CO. LANDSCAPE AREA ZONED B2 Q7 (15% OF 82 ZONING ��/ AREA = 1.4 AC.) PROPOSED 6' WOODEN STOCKADE FENCE 10 N/F FRANCHISE REALTY INTERSTATE CORPORATION (McDONALD'S) ZONED B2 P.I.N. 43—A-48B DRAIN FIELD N/F KREMIER I I AREA OIL CORPORATION ZONED B2 SO P.I.N 43—A-48 200V 'POL'c ____u 25 MPH SPEED LIMIT FOR RT. 83 61 EXISTING BUFFER �r000 ,5,�AREA .14" /7 ZONE UNE_ EX. PARKING � / r IOUTDOOR DISPLAY/ mmoml co L11�L I I I lo" w- "POLE APPROX. LOCATION__.,� IV OF FIRE HYD. EX 6' CHAIN LINK FENCE TO BE REMOVZ-D EX. LOLLIPOP SIGN 36 X 40 1610 0=0 EDGE PA VEM 2" w _181 POLE ROUTE 839 ZONED 1372 USE: RESIDENTIAL DVMPSTER FRONT VIM 6* STOCKADE FENCE DETAIL 000 Z OADING AREA 84 LUMBER COMPANY ZONED B3 200' EXISTING TORA GE SHED 8000 S.F. EX. 6' CHAIN LINK -FENCE 200' N 57*3756'0 W 599.859 AM0C0 0 0 84 LUMBER 4121 WASHINGTON ROAD McMURRAY, PA 15317 412-941-8497 NORTH RTF 37 SITE & 0 RR LOCATION MAP SCALES 1' - 2000' GENERAL NOTES: MAG. DISTRICT- STONEWALL ACREAGE. 4.98 AC, FAR (FLOOR TO AREA RATIO) .20 AFTER ADDITION ZONING: B-3 INDUSTRIAL TRANSITION DISTRICT) & B­2 INDUSTRIAL GENERAL DIST,) PROPERTY I.D. #: 43-A-,48A PARKING CALCULATIONS: PARKING SPACES REQUIRED (I/EMPLOYEE): 8 PARKING SPACES PROVIDED: 23 EMPLOYEE PARKING SPACES: 9 HANDICAP SPACES: 2 LEGEND __fol__ EXISTING CONTOUR-I'&2' INTERVALS _103— EXISTING CONTOUR-5'&10* INTERVALS —101— PROPOSED CONTOUR f OR 2' INTERVALS _105— PROPOSED CONTOUR 5' OR 10' INTERVALS x loax EXISTING SPOT ELEVATION +100.00 PROPOSED SPOT ELEVATION A& w4m SITE BENCHMARK 0 PROPERTY CORNER s PROPERTY CORNER WITH MARKER PROPERTY LINE RIGHT OF WAY OR EASEMENT LINE CENTER LINE —10* CMIP==�-EXISTING UNDERGROUND STORM SEWER AND SIZE —18' CM[P— PROPOSED UNDUMOUND STORM SEWER AND SIZE — 8" SAN— PROPOSED UNDERGROUND SANITARY SEWER AND SIZE 8' SAN— UNDERGROUND SANITARY SEVER AND SIZE 6' W-- PROPOSED UNDERGROUND, WATER LINE AND SIZE _6' W— UNDERGROUND WATER LINE AND SIZE --- I* G UNDERGROUND GAS LINE AND SIZE 0 UTILITY POLE E & T ELECTRIC AND TELEPHONE LINE STONE CONSTRUCTION ENTRANCE PROPOSED 6' CHAIN LINK FENCE WOO RIP -RAP ROCK PROTECTION 4* FIRE HYDRANT &A— SILT FENCE Vw IL EXISTING INLET (CATCH BASIN) W IL =%M PROPOSED INLET (CATCH BASIN) oft RL Tw CL rn EXISTING MANHOLE PROPOSED MANHOLE SWALE ARROWS FLOW ARROWS TRAFFIC FLOW DIREC71ONAL ARROWS Xt u c� 57 FINAL SITE--' PLAN ATE: APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR REVISIONS 10 DATE DESCRIP TION 84 LUMBER COMPANY 1 10/03 REVISE BUILDING LOCATION SITE PLAN PROPOSED STORAGE SHED RT. 839 FREDERICK COUNTY WINCHESTER, VA PROJECT INFORMATION SCALE I 1)=301 JOB NO SHEET 2 OF 5_ FILE NO DESIGNED DRAWN AIVIC APPROVED DATE .10/013/97 L111 FRANK J, AVBEL , JlW LIC-ENSE NO. 15859 10- ,84 # et n" ry� 1 POPOS D LA DSCAP [ 4v REA in OFF —SITE DRAINAGE LIMIT PROPOSED GRAVELED AREA 0.48 AC TO BE THE SAME DECiOUOUS TREE -PRUNE BACK 1 !4�" ON -SITE AS EXISTED AT THE NURSERY SPRAY WTTH AOOOi p! TO MANlJF M�S'IRUf."t10IaS-�' FOLIAGE is PFAMNT. DOUBLE STWAD OF 10 GAUGE OALVANM WIRE 11MISTETI GARDEN HOSE 3 GUYS OF 10 GAUGE TMASTED 2 1/2" DW-10' LONG CEDAR STAKE WITH WIRE 120• APART -AROUND NOTCHED END (r EXPOSED)-2 PER TREE TREE TURNBUCKLE FOLD BACK BURLAP FROM TOP OF GALL 2" MULCH 4" SOIL SAUCER BACKFH.L WITH TOPSOIL AND PEAT MOSS 3:1 RATIO BY VOLUME IN 9' LAYERS, WATER EACH LAYER UNTIL SETTLED 24' X 2" X 2" STAKE DRIVEN NOTE: WRAP FLUSH WITH F1' I D GRADE DECIOUOUS TREES OVER 1" CAL. WITH BURLAP OR RALEHALTK ASPTREE Wi 21 EQUAL 25 MPH SPEED LIMIT FOR RT. SJ9 POLE 6" FOR PLANTS UP TO 4' HEIGHT MIN. E" FOR PLANTS OVER 4' HEK:Hi MIN. DIAMETER Lip J. NEW FENCELINE JV w J� s�s s a JY 5' a o 6�y t`,�p tiC �` �, 18" TRASI i� 12" CMP RI R-4 RIP -RAP 5' X 1 O' X0. 5' r 6o EX. 6' CHAIN L K FENCE- 1 TO BE REMOVtD EX. LOLLIPOP SIGN 36'X40' POLE; 16'0 BALL SIGN 00 EX. PARKING - t ram• ��� OUTDOOR - 4fSPLAY/ >.7 / — - D,RA/N FIEL D AREA BETA/L � UMBER DUMPSTZ-, Lo HOME CENTER 17446 S.F. N oco 0 E WEIR -,07.0 LEVEL SPREADER 11-1 (SEE SHEET 4 FOR DETAILS) �O 84 LUMBER COMPANY ZONED B3 200' EXISTING STORA GE SHED 8000 S.F. E �W INJ I ICC srva EX. 6' CHAIN LINK FENCE POLE _ _ - 200N 57'37'56" W 599.85' EDGE PAVEM, aPOLE 10 W POLE 2 W APPROX. LOCATIO ROUTE 8,39 OF FIRE HYD. AMOCO SANE) LOCATION MAP SCALE: 1" m 2000' LEGEND ,) _ _ EXISTING CONTOUR-1'&2' INTERVALS ''' EXISTING CONTOUR--5'&10' INTERVALS PROPOSED CONTOUR 1' OR 2' INTERVALS PROPOSED CONTOUR 5' OR 10' INTERVALS x 100-00 EXISTING SPOT ELEVATION +100.00 PROPOSED SPOT ELEVATION AI. 1:34.m SITE BENCHMARK 0 PROPERTY CORNER p PROPERTY CORNER WITH MARKER ----- PROPERTY LINE RIGHT OF WAY OR EASEMENT LINE -- -- - CENTER LINE 18" CMP EXISTING UNDERGROUND STORM SEWER AND SIZE —18" CMP— PROPOSED UNDERGROUND STORM SEWER AND SIZE 8" SAN PROPOSED UNDERGROUND SANITARY SEWER AND SIZE 8" SAN UNDERGROUND SANITARY SEWER AND SIZE -- 6" w PROPOSED UNDERGROUND WATER LINE AND SIZE _6" W-- UNDERGROUND WATER LINE AND SIZE G --- UNDERGROUND GAS UNE AND SIZE UTILITY POLE -- E & T ---- ELECTRIC AND TELEPHONE LINE JI&I STONE CONSTRUCTION ENTRANCE �.......rI§gg8$ PROPOSED 6' CHAIN LINK FENCE RIP -RAP ROCK PROTECTION Q FIRE HYDRANT - SILT FENCE T EL 04V®� EXISTING INLET (CATCH BASIN) a. PROPOSED INLET (CATCH BASIN) W. IL QTOP EL O INV. a EXISTING MANHOLE O PROPOSED MANHOLE ----- SWALE ARROWS �- — FLOW ARROWS TRAMC FLOW DIRECTIONAL ARROWS NOTE: LAND DISTURBANCE PERMIT REQUIRED FROM FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY SITE WORK 0 10' U) O 2.5' 2 1 698.0 TOP OF EMB. ELEV. WEIR SPILLWAY INVERT 697.00 695.34 ELEV. ® 2000 CF/AC 695.12 CLEANOUT ELEV. ® 700 CF/AC CLEAN OUT STAKE 3 12" CMP 4'x4 1 W/ TRASH RACK ANTI -SEEP COLLAR <@6 DIA. HOLES �12" CMP 695.0 BT LEV. EVENLY SPACED - R-4 ROCK ENERGY DISSIPATER BARREL PIPE . HOLES @695.5EVENLY SPACED EMBANKMENT TYPE DETENTION POND/SEDIMENT TRAP DETAIL DET AILS ETAILS OF CORRUGATED .METAL N. T. S. TYPE: EMBANKMENT DRAINAGE AREA: 1.43 ACRES REQUIRED CAPACITY: 2860 CU. FT. AVS. WIDTH: 21' AVS. LENGTH: 157' AVS. DEPTH: 3.0' ACTUAL CAPACITY: 10,099 CU.FT. PRINCIPLE SPILLWAY ELEV. 697.0 PRRMCIPLE SPILLWAY-12` CMP W/ TRASH RACK - 16 GA PIPE. 2.5' LONG - (4) 3' DIA. HOLES EQUALLY SPACED -ELEV. 696.0 - ELEV. 696.0 - (2) Y DIA HOLES EQUALLY SPACED - ELEV. 695.5. 12' CMP BARREL -� t I 2' _ 1 CONCRETE RISER BASE N.T.S. NOTE. A 1/4" THICKNESS STEEL PLATE ATTACHED TO THE RISER SY A CONTINUOUS WELD AROUND THE CIRCUSMOCE OF THE RISER TO FORM A WATERTIGHT CONNECTION. THE PLATE SHALL HAVE 2' OF STONE, GRAVEL OR COMPACTED EARTH PLACED ON IT TO PREVENT FLOTATION. IN EITHER CASE, EACH SOE OF THE SQUARE BASE SHALL BE TWICE THE RISER DIAGRAM. GEOTEXTILE 6' ROCK RIP -RAP ELEV.698.0 ELEV, 697.0 - 75; - 1 L EMERGENCY SPILLWAY ELEVATION NTS J1 3 BOTTOM OF POND I ELEV. 695.0 2'X2'X1.5' CONICRETE RISER BASE (N.T.S.) ANTI -SEEP COLLAR NST�u ODUAR VKrH CORRU AIM YENW-AL OOLUR TO K O. SUC GAGE AS THE FWE rrrH WHIC" rt IS usm 1 /r r r SLOTTED HOIFS roll I r HMI. Sn� +_ i . + 4 . fi U] r BAHo swam slaw SLOTTED HOLES 6 COgMJ000 METAL _ Ca"W" yQp AT T C.C.SECTION B '- B SHEET wa m TO CORER OT a" • ELEVATION .OF UNASSEMBLED COLLAR S. UNASSEMBLED COLLARS SHALL BE MARKED 8Y NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS. 1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND SPECIfICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT 2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. COLLARS SHALL BE IN ACCORDANCE WITH 5. EACH COLLAR SHALL BE FURNISHED WITH TWO CONSTRUCTION AND CONSTRUCTION MATERIAL Ilt DIAMETER RODS WITH STANDARD TANK SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. 5s^pt E I nJ WIt7Tti MAx 2-0'- �MATTIN6 PL.AL E /'"� t ►-ti I a.� F I too,x) 2 117- 0.5 3.5 I 'AIN Perrt-t OvK) EV 9P& E: CROSS SECTION rLOT TO S C^L E LEVEL. SFPRE&DER CONSTRUCTION SPECIFICATIONS 1 � MATTINp p A MINIMUM OF 4FT. WI0£ ExTENOIHC 0 INCt�ES OvEa TH LIP AMC SURIEO a INCI+ES OEEP IN • VERTICAL T�N�1 ON THE LO�fEA EOCE. THE UPPER EO�rE SNOU1.0 BUTT AaAZNST lI�OOTIK-Y CUT SOO AMC 9F SECURELY HELO IN PLACE VITH CLOSELY yA,C= HEAVY OIJTY VIRE STAPLE= AT LEAST 12 INCHES IN LENGTH. 2. DISUM THAT THE LIP IS LEVEL TO UNIFORMLY SPREAD OISCHAA6E. 7, T11E LIP SHALL Be CONSTAUCTEO ON UNOISTUSBEO SOIL NOT RILL. 4. a 20 FOOT TpAHSITION SECTION VILL SEE SMOOTTHLYTMEM THE E OlVe"ION CHAMML. TO THE SPfiEAOEA TO OIFFVNW OINENSIOH AM CRAQES . 2. Tt! RUNOFF 0-ISCMAAYF VILL Be OUTLETEO ONTO A STAMIZEO VEGETATED SLWe MOT ExCEEOING 1es. -- i. lEEC AMC MUCH THE OTSTUFOEO AF1EA IM„EOIATELY AFTER COMSTMJCT ION . 12-CMP W/TRASH RACK TOP OF BERM ELEV. 698.0' - EMERGENCY SPILLWAY ELEV. 697.0' (5) 1.5' DIA. HOLES EA. ROW _ELEV. 696.0 10'X 11'X 0.5' 1sG'to0.8X DETENTION POND PROFILE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1 SET POSTS AND EXCAVAi E A i X4' 2 STAPLE WIRE rENCtNG TO THE POSTS TRENCH UPSLOPE ALONG THE LINE OF POSTS. / Cam✓ r FLOWI- 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC MO WIRE INTO THE TRENCH. Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant DETAIL 16 - CONCENTRIC TRASH RACK AND ANTI -VORTEX DEVICE PRESSURE t, _. STIFFENER EAR (SEE `'DESIGN TABLE) DIAMETER ,OT WELD ALL AROUND DIAMETER TOP VARIES HEIGHT WILL VARY ,•--- 8'' MINIMUM OVERLAP RISER DIAI,ETER WILL VARY SECTION A -A / ISOMETRIC VIEW SUPPORT BAR SIZE 1,� DIAMETER MINIMUM. BARS ARETO BE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS TO THE TOP OF THE RISER TOP (SEE DESIGN TABLE). PRESSURE RELIEF HOLES MAY BE OMMtTTED IF ENDS OF CORRUGATIONS ARE LEFT FUI LY OPEN I WHEN CORRUGATED I TOP IS WELDED TO CYLINDER I CYLINDER (SEE DESIGN TABLE). CYLINDER MUST BE FIRMLY FASIENED TO THE TOO OF THE RISER -rEMPO>QARYIPERMANENT SEEDING Temporary seeding where required will consist of the following: Annual Ryegrass Seeding - 60-100 lbs/acre 10-20-10 Fertilizer - 6001bs/acre Limestone - pH < 4.2 = 3.0 ton/acre - 4.2 < pH < 5.2 = 2 tons/acre - 5.2 < pH < 6.0 = 1 ton/acre Mulching (hay) - 2.0 tons/acre Permanent seeding will consist of the following: Slopes </= 3:1 - 85.3% Kentucky 31 Fescue - 128 lbs/acre - 13.3% Seasonal Nurse Crop - 20 lbs/acre - 01.3% Red Top Grass - 2 lbs/acre Slopes > 3:1 - 72.0% Kentucky 31 Fescue - 108 lbs/acre - 13.3% Seasonal Nurse Crop - 20 lbs/acre - 13.3% Crownvetch - 20 lbs/acre - 01.3% Red Top Grass - 2 lbs/acre 10-20-10 Fertilizer - 1000 lbs/acre Limestone - 2.0 tons/acre Mulching (hay) - 2.0 tons/acre STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. k •�,.�...�..�rtioein..,ea�e�0 FILTER CLOTH' MINI Al SIDE ELEVATION 12' MIN. 70' MIN. B WASHRACX I (OPTIONAL) L vDOT •I I I POSITIVE DRAINAGE COURSE AGGREGATE ® TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' MNt. SECTION A -A REINFORCED F_UNLKLJL 14' MIN. EXISTING PAVEWNT MOUNTABLE BERM COPTIONAL) to MIN. EXISTING PAVEMENT t0' MIN. SECTION B-B TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES MEN ES-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 ViWnia Erosion. n and Sediment Control Handboek and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must 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. ' ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-S: 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. ES-6: The contractor is responsible for installation of my additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-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. ES4: During dewatering operations, water will be pumped into an approved filtering device. ES-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. DISCONNECT #6 BARE COPPER ONE 1/2 X 8' GROUND --L- RODS AS PER N.E.C. — NO n n (FRONT OF BUILDING) �` Ivi"Iml- vv"" ' �" (BACK OF BUILDING) FRONT ELEVATION SCALE: 1 /8" = 1 ' —O" n 2 T3 1 4 5 ". (2) 30 AMP BREAKERS AT PANEL 3 10 IN 3/4" CONDUIT W1 #12 GROUND EACH SHED TO PANEL GRADE LINE TO PANEL UNDERGROUND ELECTRICAL RISER DIAGRAM N.T.S. LAMP (TYP) r— L_r-AI N SCALE: 1 /8" = 1 ' —0" ELECTRICAL SCHEDULE 0TY SYMBOL DESCRI10T/ON 4 175W DUSK/DA WN LAMP TYP 3 40OW METAL HALIDE LAMP TYP 1 ® 100 AMP PANEL 84X W 0 J a 0 J cr W a 0 n 2 /I" A ZC AAIn110R BOLT s' PER SCHEDULE EMENT INFORCEMENT 26 GAUGE METAL ROOF PANELS (PAINTED) 10/3 WIRE TO BUILDING PANEL 6X6X10/10 WWF TYPICAL FLOOR SLAB - d d 4 NIL VAPOR BARRIER -' 4" COMPACTED STONE SLAB DETAIL SCALE: 3/4" = 1'—O" END ELEVATION 0'_8.. SCALE: 1 /8" = 1'—O" r----t FINISH GRADE m 114 REBAR t0 1 L ( I V "-�, --- A. J AXIMUM �R ® 12' 0 C., TOP AND BOTTOM NOTE: *** VERIFY ALL DIMENSIONS WITH BUILDING SUPPLIER'S DRAWINGS. BUILDING SUPPLIERS DRAWINGS SHALL GOVERN IN ALL CASES. REFER TO ANCHOR BOLT PLAN FROM BUILDING SUPPLIER FOR EXACT DIMENSIONS AND SPACING. NOTE: DRAWINGS INTENT IS TO PROVIDE FOUNDATION TO SUPPORT STEEL BUILDING FROM BUILDING SUPPLIER BUILDINGS. STRUCTURAL ANALYSIS AND INTEGRITY OF THE STRUCTURE IS THE RESPONSIBILITY OF BUILDING SUPPLIER AND THE GENERAL CONTRACTOR. FOUNDATION SCHEDULE DIMENSION/REINFORCING SIZES MARK PIER FOUNDATION A1,A2,A3,A4,A5 5"X15"W/ (4)6 DWLS 'TIES8"O.C. 4'-0"X4'-0"X12" EA. WAY C1,C5,D1,D5 AND #3 #4 B1,B5,E1,E5 ® 12" O.C. B2,B3,B4 15 "X15 toW DWLS (4)#6 5'-6"X5'--6"X12" E2,E3,E4 AND #3 y ES 08"O.C. #4 EA. WAY ® 12" O.C. N.T.S. FOOTING DETAIL