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HomeMy WebLinkAbout31-00 Estes Express Lines - Stonewall - Backfile (2)ESTES EXPRESS LINES: REAR TRAILER STORAGE FACILITY ___*'ESS L NES PROJECT: ESTES EXPRESS LINES Pn REAR TRAILER STORAGE FACILITY ESTE- E /w/% AND SITE IMPROVEMENTS 900 BAKER LANE FREDERICK COUNTY, VIRGINIA o OWNER/ -� AL D "�T'0"4"T DEVELOPER: ESTES EXPRESS LINES STON EWALL MAu 3901 WEST BROAD STREET RICHMOND, VIRGINIA 23230;:�OUNTY OF A OFFICE: (809) 353-1900 EXT. 2325 Fmr_�R Ru'c__CONTACT: MR. KEVIN FITZEDE LOCAL OFFICE: (540) 662-2175 p APPLICANT: PAINTER-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 ENGINEER: PAINTER - LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 CONTACT: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 54-A-97A SITE AREA: 6.8702 Acres (Area has been adjusted for VDOT Roadway Widening) ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT M-1 LIGHT INDUSTRIAI, DISTRICT PROPOSED USE: OFFICE & TRANSFER STATION CURRENT USE: OFFICE & TRANSFER STATION ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS < 5.1527 Ac.) SETBACKS: FRONT: 75 Ft. (ALL STREETS) REAR: 2.5 Ft. SIDE: 25 Ft. BUILDING HEIGHT: 60 Ft. FLOOR AREA\LOT AREA: 1.0 PARKING: 1 SPACE PER EMPLOYEE PARKING REQUIRED: 5 OFFICE EMPLOYEES -> 5 SPACES 22 DRIVERS -> 22 SPACES TOTAL SPACES REQUIRED: 27 SPACES LOADING SPACES: 1 SPACE PER 40,000 Sq. Ft. LOADING SPACES REQUIRED: 13,783 Sq. Ft./40,000 Sq. Ft. -> 0.34 SPACE 1 LOADING SPACE REQUIRED BUFFER AND SCREENING: M-1 DISTRICT: NONE B-3 DISTRICT: NONE PROPOSED DEVELOPMENT: REAR TRAILER STORAGE FACILITY AND PAVEMENT IMPROVEMENTS FRONTAGE: 516.35 Ft. PARKING: EXISTING: "1 SPACES (which includes 1 ea. Van -Accessible HDCP Space) PROPOSED: 58 SPACES (which include 2-ea. Van -Accessible HDCP Spaces) (All spaces shall be delineated.) LOT COVERAGE: TOTAL PARCEL: BUILDINGS/STRUCTURES: 31,112 Sq. Ft. 0.7142 Acres PARKING/DRIVE: 192,829 Sq. Ft. 4.4267 Acres TOTAL AREA: 223,941 Sq. Ft. 5.1410 Acres FLOOR AREA\LOT AREA: F.A.R. = 0.7142 Acres/6.8702 Acres -> 0.1040 OPEN SPACE: 75,324 Sq. Ft. (25.2R) TOTAL PARCEL: 1.7292 Acres LANDSCAPING: PROPOSED FRONT PARKING AREA 1 Shade Tree Per 40 Lin. Ft. of Parking Lot Perimeter: (613.15 Lin. Ft./40 Lin. Ft. - 15.33 Trees => 15 Trees Interior Landscaping: 1 Tree Per 10 Spaces: (54 Spaces/10 Spaces = 5.4 Trees => 5 Trees Interior Islands: 5% of Parking Area: Proposed Parking: 13,475.4 Sq. Ft. (13,475.4 Sq. Ft. x 5� = 673.77 Sq. Ft.) LANDSCAPING PROVIDED: 20 Shade Trees Interior Islands: 789.0 Sq. Ft. ZONING NOTES: 1. EXTERIOR LIGHTING HAS BEEN PROPOSED FOR THE REAR STORAGE FACILITY. THESE LIGHTS AREA STANDARD SHOEBOX TYPE FIXTURES WHICH SHALL BE DIRECTED DOWNWARD SO AS NOT TO SHINE LIGHT ON THE ADJACENT PROPERTIES. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. NO ADDITIONAL DUMPSTER PAD AREAS HAVE BEEN PROPOSED FOR THIS COMPLEX. 01 3 oned� Use:Residen1i01 PIN= 54J-1- 36 -4 c Z M. Z�oo,�ss i Lp 1 3 >o A= 2.16' 111R=1 685.12' IV -01 . Q. JP Q' 0 INDEX TO CITY/COUNTY LOCATION O7 e14J \�9 Y( ,Ol 0 La "`� X11* h / �`0. e M011/OTL O HELA/l/T ,l/. RAOER P/N. 54-A-979 IGM"0.. v--1 USE.' 0ANUTACTUR/N6 A= 337.64' \ =14685,12' IF u A= 337.64' R714685.12' ,.. L4, Fps\ Q `W lc�01 I K/M£RL Y G. tl£NRY `-u- P/N.• 54-A-975 IGWEO.• 9-.3 USE.• LVT/C£/INARLrAW5£ i VICINITY MAP 1" = 2000' / K/MERL Y G. HENRY / HUNT/NO76W d/EA00W5 PIN- 54-A-97L PIN - 54L -? ZON£0.• 8-.3 USf:• VACANT IONED.• RP USE.• 70WvHOU5E CGH/PLflr P A I N T E R - L E W S P.L.C. 302 SOUTH BRADDOCK STF';EE SUITE 20' 1/I/IfJ 'HE,_,TEF,. VlCif`JiA 22601 (540) 662-5792 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-6 CURB & GUTTER CG-6R REVERSED PITCH CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS J. CMF CONCRETE MONUMENT' FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. or 0 DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT F.F. or F.F.E. FIRST FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HDCP HANDICAP HB HOSE BIB CG-2 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT 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 NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED, REDUCER R.O. ROCK OUTCROP SAN . SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P_ TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x79.31 EXISTING SPOT ELEVATION ^ TMAC SITE PLAN iQAP O D HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). se-4-1- 31-®0 ESTES EXPRESS LINES LIST OF DRAWINGS RECEIVED SHT. 1 /5: COVER SHEET & GENERAL S SHT. 2/5: CONSTRUCTION NOTES and DETAILS SHT. 3/5: SITE LAYOUT PLAN DEPT. of PL ',,.. `_NT SHT. 4/5: PARKING LAYOUT PLAN SHT. 5/5: PAVEMENT DELINEATION PLAN APPROVED FFiEDERICBC COUNTY, VIRGINIA ZONING ADMINISTRATOR DATE 1/5 FILE NO.: 991 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURPEN'T STANDARDS OF' THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND TIIF: RFGIII,AT lONS OF, 'TIIF: AMER iCANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF TIIF UOMMONWEALTH OF VIRGINiA AND THE COUNTY OF FREDERICK, VIRGINIA, WiiF.RF. APPLICABT,F. 3. IT SHALL BE THE RE:SPONSTRiLITY OF TIIF, CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRiOR TO THE COMMENCEMENT OF ANY LAND DISTURBING AC:TiVITY. 4. ALL EXISTING UTILITIES 11AVF BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE, NOT SHOWN AND SHOIILD RF. LOCATED. THEREFORE, IT SHALL, RE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THF. LOCATION OF ALi, EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND TIIF ACTIiAL FIELD CONDITIONS SHALT, BE REPORTED IMMEDIATELY TO THE ENGINEER, TFiF OWNER, AND TIIF: APPROPRIATE UTILITY COMPANY. 5. ALI, PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALT, RE THE, RESPONSIBILITY OF THE: CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE, PRESENT UN THE SITE AT ALI, TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY TJIF. SITRVF.Y DIVISION OF PATNTFR-I,F,WIS, P. L.C. AND BASED UPON Ii.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (211 FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FIIRPI I SITED FOR T111 S PROJECT. 9. ALI, RADII DESIGNATIONS INDICATE FACE OF' CURB, F,IK F. OF PAVEMENT, on EDGE OF STONE PAVEMENT, WHFRF APPLICABLE.. 10. THE CONTRACTOR SiTALL COORDINATE THE RELOCATION OF AND THE CONNECTiON TO EXISTING IITILiTIF,S WITH THF. APPROPRIATE UTILITY COMPANY, WHERE, APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALi. EROSION AND SEDIMENT CONTROL MEASURES SIIALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. AI,L WORK SIIALL BE DONE IN ACCORDANCE WITH T11F CIIRRF,NT EDITION OF TIIF: C'OMMONWF.Ai,TII OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. A FREDERICK COlINTY GRADING PERMIT IS RFQIIIRFD FOR THiS PROJECT. A PRE -CONSTRUCTION MEETING WITif THF. LOCAL PROGRAM ADMINISTRATOR IS REQUIRED PRIOR TO comMFNCFMFNT OF ANY LAND DISTURBING ACTIVITIES. 3. TiIF, LOCAL PROGRAM ADMINISTRATOR SiiALL BE GIVEN A ONE (1) WEEK NOTICE PRIOR TO THE PRE -CONSTRUCTION CONFFRFNCF., THE COMMF.NCFMF.NT OF ANY LAND DISTURBING ACTIVITY, AND TO THE FINAL INSPECTION. 4, ALL WORK SIIALL BE CONFINED TO TIIF DELIMITS OF CONSTRUCTION. FOR THIS PROJECT, TIiF. LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THF. EDGES OF PAVEMENT ALONG RAKER LANE. 5. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE. TTIAN THIRTY (30) PAYS. TiiE CONTRACTOR SIIALI, STABILIZE ALL DENUDED AREAS WITHIi: SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RFSPOI'ISiRT,F FOR TIIF iNSTALLATION AND MAINTENANCE. OF ALL EROSION AND SEDIMENT CONTROI, MEASURES. ALL MEASURES SHALL, BE INSPECTED DAILY AND AFTER EACH SiGNTFICANT RAINFAi,I, BY TIIF, SITE SUPERINTENDENT OR HIS REPRESENTATIVE,. ANY DAMAGED STPUCTURF,S SHALT, BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 7. UPON COMPLF,TiON OF CONSTRUCTION, AT.), PERMANENT EROSION AND SEDIMENT CONTROi. MEASURES SiiALI, BE LNSTAI,I,FD. AFTER STABiLIZATION, THE TEMPORARY EROSION CONTROL DEVICES SIIALL BE REMOVED, AS APPROVED Fly THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL RE CHFC'::KFD REGULARLY AND ANY DAMAGED AREAS SHALL RF RFPAiRED, FERTILIZED, REPLANTED, AND MU1.,CHFD, AS NEEDED. VEGETATIVE: (:OVER SIIALL CONFORM TO THF FOLLOWING SPECIFICATION: SEEDBED PREPARATION: A. SCARIFY THE TOP 1--2" OF TOPSOIL, AFTER THF FINAL GRADES HAVE BEEN ACHIEVED. B. ADD 3 TONS PER ACRE' OF PIiLVFRIZED AGRIC(ILTURAT, I,iMF, (140 lb /1000 SEED TYPE: RATF:MIN. PURITYMIN. GERM.(%) KENTUC'KY RLl1EGRASS 4 5 i h/Ac . 971k R 511 RHODE TSLAND RENT 10 ih/Ac. Q5N 65I1 K- 3 L TA1,1, F'FSCUE 27 I b/Ac . 95% A 5 1 ANNUAL. RYFrRASS 9 ib/Ar. 984 P5R MI►I,CH: i.5 Tons/Ac. SMALL GRAIN STRAW FERTILi7.FR: 1000 Ib/Ac. 10-10-10 P. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION{ EQIIIPMFNT PRIOR TO ENTERING THE PtiBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAiNTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALi, CLFARING AND GRi)BBING AND DEMOLISHED MATERIALS SHALT, BE PROPERLY DISPOSED OF' OFF --SITE. 2. ALL TOPSOIL AND ORGANIC MATERIALS SHALT, BE EXCAVATED TO THEIR F1111, DEPTH AND DISPOSED OF PROPERLY OFF -SITE. 3. ALL BORROW FILL, MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTEC'HNICAT, ENGINEER. ALL FILL, MATERIAL SHALL RE PLACED 1N LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GF,OTF..CHNICAL ENGINEER. 4. NO BLASTING SHALL BE PF.RMITTF,D WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTi1RES WI1'11001' PERMISSION OF TiIF OWNER. 5. ALI, LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMIM OF 6" TOPSOIL„ GRADED AND RAKED, PRIOR TO APPLICATiON OF PERMANENT VEGETATIVE COVER. 6. THE PROPOSED LAWN AND SLOPE AREAS SHALL, HAVE ALI, DELETERIOUS MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF -SITE. THE AREAS SHALL THEN BE RACKFILLED WITH SUITABLE EARTH MATERIALS WHICiT WILL PROMOTE GROWTH OF THE PROPOSED PLANTS. ALi, DISTURBED LAWN AREAS SHALL BE RESEEDED, F'FR'1'II,IZED AND MUC,CIIED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. NO ADDITIONAL WATER OR SEWER SERVICES OR MAINS ARE PROPOSED FOR TTIIS SITE. 2. THE EXISTING WATER AND SEWER MAIN AND SERVICES SIiALT, BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF CONTROLS FOR TTIIS SITE WERE INSTALLED DARING THE ORiGINAT, DEVELOPMENT OF TiiE. SUBDIVISION_ ADEQUATE CHANNELS WERE DESIGNED FOR THE ENTIRE, SUBDIVISION BASTED UPON A WEIGHTED "C" VALUE NOT TO EXCEED 0.65 FOR EACH LOT. THEREFORE, IF THE DEVELOPMENT OF A PARCEL. DOES NOT EXCEED THIS R(TNOFF COEFFICIENT LIMIT, THEN NO ADDITIONAL STORM WATER MANAGEMENT (S.W.M.) IMPROVEMENTS OR FACILITIES ARE REQUIRED. HOWEVER, THR PROPOSED PAVEMENT FOR THE REAR TRAILER STORAGE F'AC I L I'TY WILL EXCEED THE 0.65 "C" VALUF. LIMIT. DUE TO TIIF. PROXiMITY OF TIIF. ADJACEINT STREAM, PROVISION OF AN ADEQUATE CHANNEL, IS 'TIIF; APPROPRIATE SOLUTION FOR THE CONTROL OF THE ADDITIONAL STORM WATER RUNOFF. THE RUNOFF' GENERATED FROM THIS SITE WILL HAVE PASSED BY THE TIME THE. RUNOFF FROM THE REMAINDER OF THE WATERSHED REACHES THiS PARCEL. THEREFORE,, CLEANING OF THE EXISTING STREAM BE[) AND CHANNFL SLOPES WILL PROMOTE POSITIVE DRAINAGE. OF THE WATERSHED ANir SUBSEQUENTLY ('ONVFY THE RUNOFF OFF -SITE. ALL TRASH, DEBRIS, IINDERRROSH, AND DEAD VF,GETA'TION SHALL BE REMOVED FROM TiIE CHANNEL AREAS TO ENSURE THAT AN ADEQUA,TF, CiiANNEI, EXISTS. 2. ALL SURFACE WATER SHALL BF CONVEYED TO THE ADJACENT STREAM BY SHEET FLOW AND SHALLOW DITCIILINES, AS INDICATED ON THESE, DRAWINGS. PAVING: 1. ALi., PROPOSED AND EXISTING PARKING AND STORAGE AREAS ARE TO RECEIVE THE PAVEMENT SECTIONS AS INDICATED ON THE PLANS. THE AREAS SHALL BE GRADED, AS NEEDED, FOR POSITIVE, DRAINAGE, AND THE.; PAVEMENT SECTIONS SiiALI, BE INSTALLED AS SHOWN. TiIE STONED LOADING AREAS SHALT, HAVE ALi, "POTHOLES" REPAIRED WITH VDOT M21-B STONE AND ADDITIONAL STONE SHALL BE ADDED AS NEEDED TO PROVIDE POSITIVE DRAINAGE IN THESE AREAS. 2. ALI, TIE-INS TO EXISTING PAVED STiRFACFS SIIALL, BE SAW -COT TO ENSURE. THAT A STRAIGHT AND EVEN CONNECTION IS MADE. MISCELLANEOUS: 1. FIRE LANES SIIALL BE DF:I.INEATF.D, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALT, REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEIIiCLFS AT ALI, TIMES DURtING THE CONSTRUCTION PROCESS. 1 "o DOWELL HOLE PRE -CAST WHEEL STOP DETAIL N. T. S. (--- 8'- 0" FRONT VIEW 8 1/2" 1 "o DOWELL HOLE CONTINUOUS f4 REBAR v �I END VIEW CAR STOP X. PAVEMENT STRUCTURE STEEL DOWELL PAVEMENT DETAILS N.T S. EMTING PROPOSED 2" IM-1 A BIT. CONC. TRAILER STORAGE TRAILER STORAGE SURFACE COURSE -� 2" IM-1 A BIT. CONCRETE ` 3" BM-3 BIT. CONC. - SURFACE COURSE BASE COURSE 3" BM-3 BIT. CONCRETE EX. 6" 21-B- BASE COURSE STONE BASE 7" 21- B r.� STONE BASE COMPACTED SUBGRADE -y- _.�� I -` COMPACTED SUBGRADE --� F NOTE: THESE PAVEMENT SECTIONS SHALL BE INSTALLED IN THE AREAS AS INDICATED ON THE PLANS. EXISTING E1[PLOYEE PARKING LOT 2" SM-2AL BIT. CONC, OVERLAY SURFACE TREATMENT EX. PAVEMENT SURFACE------4- 17 EX. STONE BASE---� COMPACTED SUBGRADE-; PROPOSED EMPLOYEE PARKING LOT 2" SM-2AL BIT CONC. OVERLAY SURFACE TREATMENT- 6" VDOT 21- A STONE COMPACTED SUBGRADE- CONCRETE DITCH DETAIL N T.S. NEENAH R-4991-FX SOLID TOP PERMA-GRIP SURFACE METAL FRAME do ANCHORS 6" CONCRETE TRENCH HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND DROP PAD DETAIL N.T.S. 5'W x 8"D (OR AS SHOWN ON PLANS) Slope: As Per Plon 6" STONE BEDDING 6" TYPE "A" CONC. (4000 !PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) 22' METAL PLATES SHALL BE BOLTED TO CONCRETE BASE. N I �- -- 36" ---� HANDICAP PARKING DETAIL N. T. S. ��- HANDICAP SIGN 6� Min. NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. • 8' TYPICAL FOR VAN ACCESSIBLE SPACES do 5' TYPICAL FOR OTHERS. TOE REQUIREMENT'S FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER HANDICAP SIGN DETAIL N.T.S. 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP. GROUND RE SEP VE D PARKING IN VAN ACCESSIBLE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1 SET THE STAKES 2, EXCAVATE A 4"X 4" TRENCH I UPSLOPE ALONG THE LINE OF STAKES 6'4N i_ FL0w 3 STAPLE FILTER MATERIAL. TO STAKES AND EXTEND IT INTO THE TRENCH FLOW 4 BACKFILL AND COMPACT THE EXCAVATED SOIL SHEET FLOW INSTALLATION (PERSPECTIVE ViEW) z w N IY Z z w w O 0 Q- �j U or r Q) a 2 W iAJ 1� O o Q 0 z z z a J a. 0 0 r C)0 OD 0 u W O IY a d IL ONE V � - Z y N Z � _j Q Y ab WLhi F- W C W W LA. W O W Z Z O p U O O N N N (n (0 0) Or') N r a) N Ln I N � OD L,r) O (O C _I-N O O U j _0 0 i L 0 v lit W C 0 L t S 0.- 0 N O �+�AtiT H OP; `/� luoPUNTER l260 �`SSIONAL SURVEY: RITCHIE SURVEYS DRAWN: TGP f SCALE: N/A SHEET: N/A JOB NO.: 9910007 DATE 05/09/00 2/5 PLANT LIST ©�&/Za. 6> k 9,� SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARK / ��h �,rP?o ,off 20 RED MAPLE ACER RUBRUM CALIPER oBSy6'yow�q fro, S / 9 La &` ;0/ EX. POL V., lww% g, 0/moo 9 � EX. F. H. Assy. \ S si \S9J ?�ar S6 \ "�0�� / VAL VE \ \ F+ 1 O� �fP?0% J % S9 F '4 /4k�• 'S ql a'PA �,7 A. EX. F. H. S F\ q Assy . 1 SyJ 0°0 G �'�� \ F \ �� \ EX. WV LOT 3-8 l0� /• (�Dj EX. WM r' James J. Kessler p O,p�Ol 6B Joyce M. Kessler D.B.818, P.475 Zoned:RP a'PAacos S r Use:Res,dent,al / 6 / \ PIN=54J-1-3B \ �� �10/ sl Svie� o Gs \ / .oq�,�q E'-+- ljo,Qgcq� ` \ \ m ��0� ry\c?9�o�' A Go�� EX. POL / / C ! , F,Q Fq p,Q�?� % s S� s. 'P,o 6r / Sl yi 'QF 9 9 ✓0r0i % / / PROP :.;�F� ,o�, .r�F-4tiq� -40�, Cti 3 ' p \ / 001, � / / 40 x `�' �O , \ / NTRA IRS dr o ' P $ A=337.64' / / :: i � P " a' Z'P » / EX. PX. i14b/ q Sr r Fy c �`° A=01 19 02 LI �/o T=168. TfCE - ---�, y �,8,�ti, t R=14 .12 ,/ a K. / F 64 S9 F?. 16 CD=N3939'13»E A&" cOX% r EX. IME & ,< < A-12.16 / / S L PA VE fN f +` o EX FROST- F. A=00'02 51 / a a P PROOF HYD. $ T=6'08' IN 6 6.7rPPR�� NS9• l N Q . qo Nc.,' 4R685.12 C '5816»E °' c/o -�Q•= / Q�LC=12.16�q� S�qeC q� 4' 09 Iy EX. MH EX. POLE/ / !a� :�. ,I; AROp Sr'Q%P ��c TOP = 678.85 OUT-J SEW MH . f EX. SA . S Ah,4 C'O S S9S' 8" INV. IN = 665.85 N Nc NV. o O£'RO, �r \ 12" INV. IN = 665.77 674.8 TOP ® G = 67 j Fp \ 12" WV. OUT - 665.79 / / +, 6 ?: INV. IN = 66 . S.� ���? \ EX 20' WATER �' INV. OUT = 664_97, EX. GRAVEL DRIVE & �c. .1 �� STORAGE AREA EX. MH TOP = 677.27` 'kAw - _ "'--- - "`�-t ..,,, FX EX. LAN NG INV IN - 666. 58\ ,�% - INV. T - 6 6. EX. - `''`.. k OUT 6/ 58 \ T _ r_ 1 S6' S0 1p 0 PVC ,•, J' . s'4 , N a qpC E,r �M. ti` \ LLD..;�t�1r .. '� EX. FRAM£ cA /� CNC 11 , __•6,�� `-.__._ ' "':° ;`v... SHED 1 �'U •. ANp JIr `` ..,!TORAGE TAN! YZZ EX. POLE 9s. \�F'A O �LO � \ 4 � t rx,a�•,,.� '/ r� 74, � `?"7 4 ... x,� 675��� _ _ �,,, '*�' �l mod' D / ,.R 1 _ \J P , E TOPS X� SANW. M. S£ 671.65 jhr° INV. /N/�/�NT 662.93 INV. DUT` - 662.88 42 / 96'i \ s�FO V O � EX F.H. A ssy. \ / K/MERL Y 6 HENRY PIN- 54-A-975 O. B, 93 ,, Pg. 909 ZON£O.• 8-J \USE.• 0ff1C_FA,4REHOU5L'(� EX. ASPHALT PAVING MON07 0 HELMU7 M. RAOER PIN- 54-A-976 O. B. 'w,, Pg. 8i ZONED.• 0-1 US£.• ,VANUfACIUR/NC EXISTING TRAILER STORAGE AREA: EXCAVATE FOR 5" ASPHALT PAVEMENT SECTION. FINISH GRADES TO BE FLUSH WITH CONC. SLABS/PADS AND SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY FROM BLDG. EXCAVATED MATERIAL SHALL BE USED IN THE NEW STORAGE AREA. •:. - PROP. 5'Wx8"D 4000 PSI / FIBER REINF. CONC. DROP PAD EX, ASPHALT PAVING EX. MH � ut1 LIMITS OF PAVEMENT a; PROP. CHAIN LINK FENCE PROPOSED TRALER STORAGE AREA: INSTALL 7" VDOT 21 -B STONE, x�•�o 3" VDOT BM-3 BITUMINOUS CONCRETE, s'6?. & 2" VDOT IM-2 BITUMINOUS CONCRETE SURFACE COURSE. \ h OF CHANNEL VEGETATIVE UNDERBRUSH SO AS TO PROMOTE POSITIVE, UNIMPEDED DRAINAGE IN THE CHANNEL. , IWAZ Y 6 HENRY PIN.- 54-A-97L D. B. 971, Pg. 710 Z0NE0.• B-J USE.• VACANT 1..�\lJ L.1 AI11 „J OF CLEARING / Q EROSION & SEDIMENT CONTROL KEY / O Q- EX. SAN. SEW. MH TOP = 663.58 INV. IN = 656.50 INV. OUT = 656.12 EX. 190. 95'-12"0 P ( SAN. SEW. 0 1.042, / 4 -EX SAN, SEW. MH TOP = 666.19 8" INV. IN = 659.44 12" INV. IN = 658.52 12" INV. OUT = 658.49 HUNT1NO70N M£A00N5 P/N.• 54Z -2 O.B. 754, Pg. 621 ZONED.• RP USE.' TOiYNHUJSE COMPLEX 3.05 SILT/ FENCE__x 3.19 IPRAP RR WO ROCK CHECK DAM C� 3.30 TOPSOILING •�0 TO -- 3.32 PERMANENT SEEDING PS PS 3.35 MULCHING MV MU 50 0 50 Scale 1' = 50 f t 1501 0. O CL V W 0 Q O O Z Z CL O H W H J z a a` 0 V Z H � CK WH C> La LWF-W N W CL W cr W O L3 W W Z Z ~ 0 0 u w � V O 1� N �O U) r I I � N N � c0 tD V) v co co jj Y 01 00 0 .0 > In ,f? o . ° 0 m C L L QL x t� 3 _N t° N Q O a of P � PANiFER a 8260 SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9910007 SCALE: DATE: 1 "= 50.0' 05/09 /00 SHEET: 3/5 i 0'0 \ i \ 0 \� �( 0 / \ PAVEMENT LEGEND: EXISTING TRAILER STORAGE AREA:\ / EXCAVATE FOR 5" ASPHALT PAVEMENT SECTION. FINISH GRADES TO BE FLUSH WITH CONC. SLABS/PADS AND SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY FROM BLDG. EXCAVATED MATERIAL SHALL BE USED IN THE NEW STORAGE AREA. , (PROPOSED PAVEMENT SECTION: \ 3" VDOT BM-3 BITUMINOUS CONCRETE, & 2" VDOT IM— 2 BITUMINOUS CONCRETE \ SURFACE COURSE.) PROPOSED TRAILER STORAGE AREA: \ INSTALL 7" VDOT 21 —B STONE, 3" VDOT BM-3 BITUMINOUS CONCRETE, & 2" VDOT IM-2 BITUMINOUS CONCRETE SURFACE COURSE. EXISTING EMPLOYEE PARKING AREAS: GRADE EXISTING STONE AND INSTALL 2 VDOT SM-2AL BITUMINOUS CONCRETE SURFACE COURSE. :Z_ PROPOSED PARKING AREA INSTALL 6" VDOT 21—A STONE & 2 VDOT S-5 BITUMINOUS CONCRETE SURFACE COURSE. _ 3-0 I EXISTING TRAILER STORAGE AREA: EXCAVATE FOR 5" ASPHALT PAVEMENT SECTION. FINISH GRADES TO BE FLUSH WITH CONC. SLABS/PADS AND SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY FROM BLDG. EXCAVATED MATERIAL SHALL BE USED IN THE NEW STORAGE AREA. PROP. 5'Wx8"D 4000 PSI / FIBER REINF. CONC. DROP PAD I PROP. - -IGHTS (TYP } . PROPOSED TRAILER STORAGE AREA: INSTALL 7" VDOT 21-8 STONE, 3" VDOT BM-3 BITUMINOUS CONCRETE, & 2" VDOT IM-2 BITUMINOUS CONCRETE SURFACE COURSE. NOTE: ' THE EX. STREAM BED & CHANNEL SLOPES / START CLEARING SHALL BE CLEANED OF ALL DEBRIS AND END LIMITS OF CHANNEL VEGETATIVE UNDERBRUSH SO AS TO PROMOTE OF CLEARING POSITIVE, UNIMPEDED DRAINAGE IN THE CHANNEL. / / / / 50 0 50 Scale 1' = SO f t N al Z a L" ac Z stiff w Y W V_ � � N a I"V W��- ��o W Z Z u Qo o N V a 0 N N n Nt` u7 � I I L N N c0 0 o c0 (0 `n V .x p) 00 Q 0> L0 � C m N 0 L V Cl N X o3: zzs a N O o�" y! . PAIM No. 18260 O� G� ONAL SURVEY: C.I.: RITCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9910007 150 SCALE: DATE: 11 1 "= 50.0' 05/09/00 SHEET: 5/5 ESTES EXPRESS LINES: REAR TRAILER STORAGE FACILITY PROJECT: ESTES EXPRESS LINES REAR TRAILER STORAGE FACILITY AND SITE IMPROVEMENTS 900 BAKER I/ANE FREDERICK COUNTY, VIRGINIA OWNER/ DEVELOPER: ESTES EXPRESS LINES 3901 WEST BROAD STREET RICHMOND, VIRGINIA 23230 OFFICE: (804) 353-1900 EXT. 2325 CONTACT: MR. KEVIN FITZ LOCAL OFFICE: (540) 662-2.175 APPLICANT: PAINTER-LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (540) 662-5792 ENGINEF_.R: PAINTER - LEWIS, P.L.C. 302 SOUTH BRADDOCK STREET, SUITE 200 WINCHESTER, VIRGINIA 22601 (54(-)) 662-57g2 CONTACT: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 54-A-97A SITE AREA: 6.8702 Acres (Area has been adjusted for VDOT Roadway Widening) ZONING: RIPSINESS AND INDUSTRIAL ZONING DISTRICT M-1 LIGHT INDUSTRIAL DISTRICT PROPOSED USE: OFFICE & TRANSFER STATION CURRENT USE: OFFICE, & TRANSFER STATION ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE. MUST NOT EXCEED 75% COVERAGE (BUILDINGS & DRIVE AREAS < 5.1527 Ac.) SETBACKS: FRONT: 75 Ft. (ALI" STREETS) REAR: 25 Ft. SIDE: 25 Ft. BUILDING HEIGHT: 60 Ft. FLOOR AREA\LOT AREA: 1.0 PARKING: I SPACE PER EMPLOYEE PARKING REQUIRED: 5 OFFICE EMPLOYEES -> 5 SPACES 22 DRIVERS -> 22 SPACES TOTAL SPACES REQUIRED: -? 27 SPACES LOADING SPACES: 1 SPACE PER 40,000 Sq. Ft. LOADING SPACES REQUIRED: 13,783 Sq. Ft./40,000 Sq. Ft. -> 0.34 SPACE 1 LOADING SPACE REQUIRED BUFFER AND SCREENING: M-1 DISTRICT: NONE B-3 DISTRICT: NONE PROPOSED DEVELOPMENT: REAR TRAILER STORAGE FACILITY AND PAVEMENT IMPROVEMENTS FRONTAGE: 516.35 Ft.. PARKING: EXISTING: 7 SPACES (which includes 1 ea. Van -Accessible HDCP Space) PROPOSED: 58 SPACES (which include 2-ea. Van -Accessible HDCP Spaces) (All spaces shall be delineated.) LOT COVERAGE: TOTAL PARCEL: BUILDINGS/STRUCTURES: 31,112 Sq. Ft. 0.7142 Acres PARKING/DRIVE: 192,829 Sq. Ft. 4.4267 Acres TOTAL AREA: 223,941 Sq. Ft. 5.1410 Acres FLOOR AREA\LOT AREA: F.A.R. = 0.7142 Acres/6.8702 Acres -> 0.1040 OPEN SPACE: 75,324 Sq. ft. (25.2%) TOTAL PARCEL: 1.7292 Acres LANDSCAPING: PROPOSED FRONT PARKING AREA 1 Shade Tree Per 40 Lin. Ft. of Parking Lot Perimeter: (613.15 Lin. Ft./40 Lin. Ft. 15.33 Trees => 15 Trees Interior Landscaping: 1 Tree Per 10 Spaces: (54 Spaces/10 Spaces = 5.4 Trees => 5 Trees Interior Islands: 5g of Parking Area: Proposed Parking: 13,475.4 Sq. Ft. (13,475.4 Sq. Ft. x 5% = 673.77 Sq. Ft.) LANDSCAPING PROVIDED: 20 Shade Trees Interior Islands: 789.0 Sq. Ft. ZONING NOTES: 1. EXTERIOR LIGHTING HAS BEEN PROPOSED FOR THE REAR STORAGE FACILITY. THESE LIGHTS AREA STANDARD SHOEBOX TYPE FIXTURES WHICH SHALL BE DIRECTED DOWNWARD SO AS NOT TO SHINE LIGHT ON THE ADJACENT PROPERTIES. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE: BEEN INDICATED ON THE PLAN. 3. NO ADDITIONAL DUMPSTER PAD AREAS HAVE BEEN PROPOSED FOR THIS COMPLEX. OT 3- oned:R Use:Resideniial PIN= 54J-1- 38 -o Z � Vic. A= 2.16' 111R=1 685.12' =1E:1SARL\ A PRESS LINES ST'ONEWALL MAu' STE' AL DISTRICT COUNTY OF FnDE ERI K. VIRGI IA INDEX TO CITY/COUNTY LOCATION �o,U� j4j l9 )p�osi�°O'%p�oB \�'�:�'Q�o �°v•o�q 99 4tONOFL 0 H£LMUT Af RADER PIN- 54-A-979 IlS£.• MANUFACTURING' _____J F✓/L L- /.L- L// A=337..1 • 54-A-97A R=14685.12' ZM1, . ,N-1 '08�4„� 17 USE.- TRUCKING T£ROINAZ Fp1�"W _ r :01 S 'w� o— i \ I K/MERL Y C. h'£NRY `-u- PIN.• 54-A-975 IGWfO• 9_J 1JSE.• GAF/C£/WAR�HQI�/SE i VICINITY MAP 1 " = 2000' O V£M TRA/L£R ►RAC£ FAC/CITY `�4' � r ` 61 N ►�l )I 1 / KU/ERL Y G. HENRY PIN.• 54-A-97L ZONED.- 9 - J US£.• OACANT AINTER—LW'�IS. PoLorr U1'v'If JCHEST E F VIhMI'; 1'r•'��1 (5-40) 662-5 -7W 1 / YN71NO76W MEA00M5 PIN • 54L -2 ION£D.• RP US£.- 70WvH0vSE CGlI/PLEX / / PAINTER a No.18260 _� I I a) _40 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-6 CURB & GUTTER CG-61R REVERSED PITCH CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMI° CORRUGATED METAL PIPE * CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA, or 0 DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT F.F. or F.F.E. FIRST FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Go. GAUGE GM GAS METER GV GAS VALVE HDCP HANDICAP HB HOSE BIB CO-2 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT 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 NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED, REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP. or Typ. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x79.31 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). 'NAE SITE PLAN ' F'R VED ,qT 9 (:1D �� -cc) ESTES EXPRESS LINES VI AU G p °ZOnO LIST OF DRAWINGS DEPT OF PIANNI"1GIDEVELOPMENI SHT. 1 /5: COVER SHEET & GENERAL NOTES SHT. 2/5: CONSTRUCTION NOTES and DETAILS SHT. 3/5: SITE LAYOUT PLAN SHT. 4/5: PARKING LAYOUT PLAN SHT. 5/5: PAVEMENT DELINEATION PLAN APPROVED FREDERICK COUNTY, VIRGINIA ZONIM ADIIAINISTRATOR DATE 1/5 tl F NO-. 991 GF,NFMIj NOTES: 1. ALL WORK AND MATERIALS SIIAI,L CCNJFORI4 TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE 11F.01LATION.`: OF' T11F AMERICANS Wi'TII DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT c'ONTROI, SHALT, CONFORM TO THE STANDARDS AND SPEC I FICAT TONS OF THE. COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHF.RF. APPLICABLE. 3. IT SHALL BE THE RFSPONSiRii,ITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-2.51-7777 AT i,EAST TWO (2) WORKING HAYS, BUT NOT MORE. THAN TEN (10) DAYS, PRIOR TO THE (:0?4MFNC:F.MF.NT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES IIAVF BEEN SHOWN RASED IIPON THE, BEST AVAILABLE TNFORMATTON. iICMFVFR, THERE MAY BE, EXISTING UTiLITIF,S WHICH ARE NOT SHOWN AND SHOULD BF. LOCATED. TIIF:RF.FORE, IT SHALL BE THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCRFPANCIES BETWEEN THESE PLANS AND THE ACTUAL, FIFLD C:ONDiTIONS SHALL PE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED T1TiL1T'IES SHALL BF INSTALLED UNDF.RGROIIND. 6. iT SHAi,L BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOC:ITMFNTS SHALL BE PRESENT ON THE. SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED BY THE SURVEY DIVISION OF PATNTFR-I,F.WIS, P.L.C. AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (2.') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. R. NO SOILS REPORT WAS FURNISHED FOR TiiIS PROJECT. 9. ALL RADII DES IGNAT TONS INDICATE FACE. OF CT1RB, EDGE OF PAVEMENT, OR EWE OF STONE PAVEMENT, WIIF:RE APPLICABLE.. 10. THE CONTRACTOR SHALL COORDINATE THE RFLOCATTON OF AND THF CONNECTION TO EXISTING 1ITTLITTES WITH THF. APPROPRIATE, IITILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL' 1. ALL EROSION AND SEDIMENT CONTROL, MEASURES SIIAI,I, BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIViTTFS. Ai,L WORK SHALL BE DONE IN ACCORDANCE WTT11 THE CURRENT EDITION OF TiE COMMONWFAT,TH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. A FREDERICK COUNTY GRADING PERMIT IS RF.QIIIRFD FOR THiS PROJECT. A PRE -CONSTRUCTION MEETING WITH THE LOCAL PROGRAM ADMINISTRATOR IS REQUIRED PRIOR TO C("4FNC:F,MENT OF ANY i,AND DISTTIRBING ACTIVITIES. 3. THE LOCAL PPOCRAM A144INiSTRATOR SHAi,L 13F GIVEN A ONE. (1) WEEK NOTICE.. PRIOR TO THE PRF-CONSTRUCTION CONFERENCE, THF COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY, AND TO THE, FINAL, INSPECTION. 4. ALL WORK SHALL BF. CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, TiIF. LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIF,S AND TIIF. EDGES OF PAVEMENT ALONG BAKER LANE. 5. NO DISTURBED AREAS SIIAI,L r%E DENUDED FOR MORF. TITAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WTI-l1It; SEVEN (7) DAYS AFTER TIIF END OF CONSTRUCTION. 6. THE CONTPACTOR SIIALI, RF, RFCPOtIglSI F. FOR TIIF iNSTAI.LATiON AND MAINTENANCE OF ALL FROSTON AND SEDIMENT CONTROI, MFASiiRFS. ALL MFASURFS SHALL BE INSPECTED DAILY AND AFTER EACH STGNTFic'ANT RAINFALL PY TIIF SiTE SIIPFRINT'ENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRIiCTTIRF. S SHALL BE REPAIRED OR REPLACED BY THE END OF WORK TIIAT DAY. 7. UPON COHPi,FTT Nt OF CONSTRUCTION, ALI, PFRMANFN'f EROSION AND SEDIMENT CONTROL, MEASiIRF.S SHALL BE INSTALLED. AFTER STAPINIZATION, THE TEMPORARY EROSION CONTROL DEVICES SIIALI. PE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALi, VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FFRT T LT 7.F.D, REPLANTED, AND M(ILCHF,D, AS NEEDED. VEGETATiVE (-OVER SHALL CONFORM TO TiIF FOLLOWING SPECIFICATION: SEEDBED PREPARATION* A. SCARIFY THE TOP I"-?" OF TOPSOIL, AFTER TiIF FINAL GRADES HAVE BEEN ACHIEVED. B. ADD .3 TONS PER ACRE: OF' PIILVERtZED AGRif-01,1`IIRAi, LTMF (110 1h /1000 sf). SEED TYPE: RATE: MiN. PURITYIiA) MiN. GERM. (R) KFNTIICKY BLUEGRASS 45 Ih/Ac. 97% HC' lk RHODE TSLAND BENT i0 ih/Ar. Q5A 650 K-31 TALL FFS('UE 21 Ih/Ac. Q5A 651 ANNUAL RYFGRASS n )h/Ar. QR7 R5R MIILCH: i .5 Tons/Ac. SMAIJ, GRAIN STRAW F'FRTiLIZF.R: )0nc1 lh/Ac. 10-10-10 R. THE CONTRACTOR SHALL PROVIDE.. ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQ(TIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPCNSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALi, CLEARING AND GRUBBING; AND DEMOLISHED MATERIALS SHAi,L. BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL AND ORGANIC MATERIALS SHALL BE EXCAVATED TO THEIR FULL DEPTH AND DISPOSED OF PROPERLY OFF-SiTF. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL, MATERIAL, SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECIINICAL ENGINEER. 4. NO BLASTING SiIALi, BF, PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITIRAIT PERMISSICNI OF THE OWNER. 5. ALL LANDSCAPED AND i,AWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOTi„ GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VFG,FTATTVE COVER. 6. THE PROPOSED DAWN AND SLOPE AREAS SHALL IIAVF ALI, DFLF.TERIOUS MATERIALS REMOVED Atli.) DISPOSED OF PROPERLY OFF -SITE. THE AREAS SHALL THEN BE BACKFILLED WITH SUITABLE EARTH MATERIALS WHICH WILL PROMOTE GROWTH OF THE PROPOSED PLANTS. ALI, DISTURBED LAWN AREAS SHALL. BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: I.. NO ADDITIONAL WATER OR SEWER SERVICES OR MEANS ARE PROPOSED FOR THIS SITE. 2. THE EXISTING WATER AND SEWER MAiN AND SERVICES SIIALI, BE UNDISTURBED AND REMAIN iN SERVICE AT AI,, 11MFS. STORM WATER MANAGEMENT: 1. THE STORM WATER RiiNOFF CONTROLS FOR THIS SITE WERE: INSTALLED DURING THE ORIGINAL DE:VFL,OPMENT OF TIIF, SUBDIVISION. ADEQUATE CHANNELS WERE DESIGNED FOR THE ENTIRE SUBDIVISION BASED UPON A WEIGHTED "C" VALUE NOT TO EXCEED 0.65 FOR EACH LOT. THEREFORE, IF THE DEVELOPMENT OF A PARCEL DOES NOT EXCEED THIS RUNOFF COEFFICIENT LIMIT, THEN NO ADDITIONAL, STORM WATER MANAGEMENT (S.W.M.) IMPROVEMENTS OR F'ACILITiES ARE: RFQUIREO. HOWEVER, THE PROPOSED PAVEMENT FOR THE REAR TRAILER STORAGE FACILITY WILL EXCEED THE 0.65 "c"' VAI.TIF. i,TM1T. DIIF. TO THE: PROXIMITY OF THE ADJACENT STREAM, PROVISION OF AN ADEQUATE C1IANNF.I, TS THE At"PROPRIATE SOLUTION FOR TiIF CONTROL OF THE ADDITI(NIAL STORM WATER RUNOFF. THE.. RUNOFF GENERATED FROM THIS SITE WILL HAVE PASSED BY THE TIME THE RUNOFF FROM THE REMAINDER OF THE WATERSHED REACHES THIS PARCEL. THEREFORE, CLEANING OF THE EXISTING STREAM BED AND CHANNEL SLOPES WILL, PROMOTE; POSITIVE DRAINAGE OF THE WATERSHED AND SUBSFOUFNTLY cONVFY THE RUNOFF OFF -SITE. ALL TRASH, DEBRIS, TINDERPRUSH, AND DEAD VEGETATION SHALL. BE REMOVED FROM THE CHANNEL, AREAS TO ENSURE THAT' AN ADEOiiATF. CHANNEL, EXISTS. 2. ALL SURFACE WATER SHALi, BE CONVEYED TO TiIE ADJACENT STREAM BY SHEET FLOW AND SIIALL,OW DTTCiILINF.S, AS INDICATED ON THESE, DRAWTNGS. PAVING: i. ALL, PROPOSED AND EXISTING PARKING AND STORAGE AREAS ARE TO RECEIVE. THE PAVEMENT SECTIONS AS INDICATED ON THE PLANS. TIIF, AREAS SHALL BE GRADED, AS NEEDED, FOR POSITIVE. DRAINAGE AND THE PAVEMENT SECTICNNS SHALT, BE INSTALLED AS SHORN. THE, STONED LOADING AREAS SHALL HAVE ALL "POTHOLES" RFPATRF.D WiTH VDOT 421-B STONE AND ADDITIONAL STONE: SIIALI, BE ADDED AS NEEDED TO PROVIDE POSITIVE DRAINAGE IN THESE. AREAS. 2.. ALI, TIE. -INS TO F.XTSTTNG PAVED ST►RFACFS SHALT, BE SAW-C:'liT TO F.NSIIRF: THAT A STRAIGHT AND EVEN CONNECTION IS MADE. MISCELLANEOUS: 1 . FIRE. LANES SIiALL, BE DELINEATED, AS DIRECTED BY TIIF COUNTY OF' FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALT, REMAIN iN PLACE AND SHALL HE ACCESSIBLE. TO EMERGENCY VEITTCLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. PRE -'CAST WHEEL STOP DETAIL N.T.S. 8 1/2" 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE CONTINUOUS #4 REBAR J 8*_ 0" I END VIEW FRONT VIEW PROP. 6' GAR STOP EX. PAVEMENT STRUCTURE 5/8"008" STEEL DOWELL PAVEMENT DETAILS N. T. S. EXISTING PROPOSED 2" IM-1 A BIT. CONC. TRAELER STORAGE TRAILER STORAGE SURFACE COURSE 2" IM-1A BIT. CONCRETE 3" BM-3 BIT, CONC. SURFACE COURSE BASE COURSE 3" BM-3 BIT. CONCRETE EX. 6" 21-8 BASE COURSE 7.,� STONE BASE 7" 21- B STONE BASE COMPACTED SUBGRADE COMPACTED SUBGRADE - NOTE: THESE PAVEMENT SECTIONS SHALL BE iNST,ALLED IN THE: AREAS AS INDICATED ON THE PLANS, EMSTING EMPLOYEE PARKING LOT 2" SM-2AL BIT. CONC. OVERLAY SURFACE TREATMENT - EX. PAVEMENT SURFACE-` EX. STONE __7 COMPACTED SUBGRADE--- IMI.Iffif wj: 4 19-2 1 : 44, 4 ml, I R, SM-2AL BIT. CONC. OVERLAY SURFACE TREATMENT-- 6" VDOT 21- A STONE - COMPACTED SUBGRADE-- CONCRETE DITCH DETAIL N.T.S. NEENAH R-4991-FX SOLID TOP - PERMA-GRIP SURFACE METAL FRAME & ANCHORS 6" CONCRETE TRENCH HDCP SYMBOL (WHITE) SOLID BLUE BACKGROUND DROP PAD DETAIL N. T.S. 5' W x 8"D (OR AS SHOWN ON PLANS) Slope: As Per Pion 6" STONE BEDDING 22` METAL PLATES SHALL BE BOLTED TO CONCRETE ABASE � 1 N I 11 tom--. 36" --1 HANDICAP PARKING DETAIL N T.S. HANDICAP SIGN NOTES: 1 ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES, • 8' TYPICAL FOR VAN ACCESSIBLE SPACES do 5' TYPICAL FOR OTHERS, TOE REQUIREMENTS FOR BANK .FTABILI7,A TION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER 6" TYPE "A" CONC. (4000 PSI) 6x6xW2.9xW2.9 WWF (2" Min. CLEAR) HANDICAP SIGN DETAIL N.T S. 12" x 18" STD. 12" x 6" STD. STD. U-CHANNEL POST PROP GROUND RESERAD PARKING VMN ACCESSIBLE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1 SET T1IE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES 6'MAX. rr,w 3 STAPLE FILTER WIATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH ,GLOW 4 BACKFiLL AND COMPACT THE EXCAVATED 5011. SHE ET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAiNAGEWAY INSTALLATION (FRONT ELEVATION) I..l J F- 0 Z_ 3 Q tY u l•J O a d i IL r z w 0 to w W O a r V a Z LAJ o c 0 z a a � � � Q Go o O ©E I V Q � Z La La LL&J !- W Cie W Q Li. W LLJ Z O U O O (N 7 O N (A 0 0) T` N r U,) N d) I NN V) 0 (D C _� Y & O O U 14 U In O � on 0 s r S CL 0 ._ V) 3 F- N O i) 4�4, H of `�� G' PAM 18260 zslONAL SURVEY: C.I.: RITCHIE N/A SURVEYS DRAWN: JOB N0. TGP 9910007 SCALE: DATE: N/A 05/09/00 SHEET: 2/5 PLANT LIST N, \ 0/&i/0"- .a Ass F.H. , Y SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS 6,sPqo�,� 2 2.5" / bona /Ol 20 RED MAPLE ACER RUBRUM CALIPER \ G oBSy6,tiw�q \ S01/1 */,&, / B e �>,_' ' \ EX. POL Aso / O Old �h EX. GAS \ .0 / VAL VE \ F� \` QO hip"I � �g ; h \ gsoo A. to / OShP� Pj,or / / / _ \ .B 'Fi 6� 9 11-- \ EX. F. H. to P9� 0•,'` /F�r� yq \ \ \ Assy. a;0 EX. WV LOT 3-B lob l�A' 6rEX. WMJames J. Kessler pOoo 6Joyce M. Kessler S9 4 . �,, / .4( O li D.6.818, P.475 < AG�%Pa \ �� Zoned:RP �\ %S�esp� ��a�osf \ cF \ Use:Residenti0l g'/0' � 9 y % PIN=54J-1-38o \ ysc� �y�9� \ EX POL '0 'pt� 6i co. o Q 0 9 OQ i i \ � -o, �"O •`ram s, \ SO v 6 S6o yr' o�l04, \ 0 t \ / IRS & , �qe A F� o PA=337.64�,0eoti A=01 19 02» C/0Fti TEL E SSycy -9� EX. ASPHALT PAVING MONOFL 0 HELMUT Af RAOER P/N.• 54-A-979 0. B 593, Pg. 8.3 IONEO.• 4(-1 USE.- RANUfAC70RING EXISTING TRAILER STORAGE AREA: EXCAVATE FOR 5" ASPHALT PAVEMENT SECTION. FINISH GRADES TO BE FLUSH WITH CONC. SLABS/PADS AND SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY ' FROM BLDG. EXCAVATED MATERIAL SHALL BE USED IN THE NEW STORAGE AREA. 4: „ ° a w A I� ox, s �? ' it. m R=146W. 12 co vo0c Op CD=N3Y3913"E / �'p�� c�Re, F+ RON 82. CC=337.63' EX. IME & / / [F p' 10F 100 EX. RA 1/EL DRIVE ST- A=OO�O2'51" S L PAVEMENT'/° �. PROOIFOHYD. st Cry " ' �r� STO AGE AREA ;K • ._ / r IN= 6 6. 71 R��a 40 1R 11410 c e4_ .40 A C0 PROP. 5 wx8 D 4000 PSI / FIBER REINF. CONC. DROP PAD EX. MH 11 -'-;& Ach EX. ASPHAL T PAVING UU PROP.. IGHTS ,a (Typ.) TO PS MU,�: �`^ '~I5h`M LIMITS OF PAVEMENT +� PROP. CHAIN LINK FENCE } PROPOSED TRA LER STORAGE AREA: INSTALL 7" VDOT 21 -B STONE, A69, 3" VDOT BM-3 BITUMINOUS CONCRETE, r1, 2" VDOT IM-2 BITUMINOUS CONCRETE ,�16»E Q qo F a / QQ`��``, C/0 "� c �O�iT �� SURFACE COURSE. \ 'P � 80.93 � � +}� LC=12.16, �A (� PQ-�� SgON AR NS o, Q P �� 6 c �{ COO �°' PROP. 8' \ �0 TO PS MU / 9 0 E F .. . q ' p p CARSTOPS t., *+' �� Ex. POLE/ EXMHa Op q� UN V(Typ.) TOP = 678.85 NV. OUT= o EX. SAN. EW MH RpNOi�C to to 5t. O S 4�' 8" INV. IN 665.85 �r \ 12" lNV. IN 665.77 674.8 G TOP = 67° ROP. STRIPING FO /N V. IN = 66 . 80.93 12" INV OUT = 665.79 f / ��' 6 INV. OUT = 664.97�. EX. GRAVEL DRIVE & EST£S EXPRESS / £S FOR TRAILER 20' WA TER E,► �� STORAGE AREA 1.00 P/N.' ,54-A-97A PROP. 8' STALLS (Typ.) EX. MH .� h., EAS-SENT 6' CARSTOPS _ _ , �, O.B. 585,, Pg. 48 (Typ.) TRAILER STORAGE AGILITY 'a TOP 677.27` �` �L? +7 __ __ �1:� FX ��' �r EX. L A NG ZOWEO.' a! (T B. RX. E) E TION ^ x INV IN = 666.58\ "�'L " h USE, CK/NG T£RM/NAL P> a INV. OUT = 666.58 \ � _ EX. 196.,50'_12 m PVC /`/7�. -•-,C - pA �'c �E ,giPEA.• 6.B702 Acres ''a EX. FRAME OS 'r • Cq� / AN OWC / ' 64 EX. SAN. SEW. MH jq SHED L/M,o 0 S, V?-36 PROP. LIGHTS f / TOP 663.58 �ti \ \ �r.. -►. .�sl` y •._�- \ s S ,I. T INV. IN = 656.50 1/CNr LIMITS OF PAVEM (Typ.) TQ- PS MU N •+ 7 t INV. OUT = 656.12 ? \ E � PROP. CHAT K F NCE "'61 �ORAGE TANK F4ya p�T f 'i \ \ ,--l�TSt .,, . • _ .- �r ' a f . _. EX. POLE �9 \�F \ �yL r._ 2 ., Aru "`` 1 - , , .. EX 90.95'- 12' �° PVC . � � 1 S • \ �� 7�.` SAN. SEW ® 1.0422X �►-- 0G\ ''"'.� '- PVC / ar� Q \ f+�A7.Li(`:% l?6 M.. �. ... - _ _ SF y _ _ --- r �C a, 675. 66-Q EX 396.88--12 00 Pis _ �tiL �i �Lq tfp .25� ` ! 1� NERViC€�y. ^=- ..._ 0.3+.X . -... $AN. SEW ®V• 044,7+it - _......_ _ _ ^.+C3 f - _ _ _ _ EX. 0' SAN, . SAN. SEW. MH Y•� +,tr. '1 _ _ _ _ _ '- �`k, - 3` __ _ _.. .-__ EX. SAN. SE MH �' 1Y1 SE EN���� ,�. ? ,p f' M _ . ----- _ - _ _ xsr a�, `� TOP = 666.19 . . �fr .�► •6, ,� ? _ .._ ... •_._ ...-. ... ,. s.-•- _ ..... ..- --- TOP - 671.71 'i TO PS MU660.721 / INV. IN = 659.44 �` !y \ �' \, r r -z `• '' INV. IN - 8"„ SAN. SEW. M �`, �` fir INV. OUT = 660.75 12 INV. IN = 658.52 TO 671.65 x. 0 ` -+ro .. NOTE. 12" INV. OUT 658.49 INV. I� 662.93 .- THE EX. STREAM BED & CHANNEL SLOPES INV. DUB` = 662.88 � \: START CLEARING - - - p C3 / ..,,,• SHALL BE CLEANED OF ALL DEBRIS AND END LIMITS OF CHANNEL VEGETATIVE UNDERBRUSH SO AS TO PROMOTE OF CLEARING POSITIVE, UNIMPEDED DRAINAGE IN THE CHANNEL. / HUNT/NG'TON MEAODNS P ZONED. Rg 621 N. 4111����il. h USE. TOWVHOYISE C6WPLEX 11, ds, -� \ K/MERE Y G. HENRY Ex. F.H. \ \ P/N.• 54-A-97L Assy. \ / � � � 0. B. 671, Pg. 710 IONEO. B-.3 EROSION & SE/IMENT CONTROL KEY fflOERL Y G. HENRY USE. VACANT / P/N.- 54-A-975 0. B. 9J2, Pg. 909 \\ IONED.. 9-1 \ \USE.• OP-1011 i'AREHOUSE i 3.05 SILT/ FENCE X --X ---X 3.19 IPRAP RR W0 ROCK CHECK DAM Cp 3.30 TOPSOILING 3.32 PERMANENT SEEDING 3.35 MULCHING / 50 0 50 150 Scale 150 f t 6 iz Q. U W C) J Q 0 O z V Z c� LA >. W C] M Y - W V � W � lC Q cc H � H W r Z Z � Q W V 0 ar a O O N N 3 O N rM �N Q) r N tf7 to I i m N N o (O (O U 05 �t th tl1 v o ai 0 tt s 0 U QL X U7 _q) LL_ _ 1-- N Q 0 r4) a > PIINdtFR > 8260 '1ti.Sl/ONAL SURVEY: C.I.: RI TCHIE 2' SURVEYS DRAWN: JOB NO.: TGP 9910007 SCALE: DATE: 1 "= 50.0' 05/09/00 SHEET: 3/5 / \ 0] N, CL W o o \ / \ / / EXISTING TRAILER STORAGE AREA: EXCAVATE FOR 5" ASPHALT PAVEMENT ~ SECTION. FINISH GRADES TO BE FLUSH - / ^h \ WITH CONC. SLABS/PADS AND SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY Z W FROM BLDG. EXCAVATED MATERIAL SHALL BE USED IN THE NEW STORAGE AREA. 0 1 PROP. 5'Wx8"D 4000 PSI FIBER REINF. CONC. DROP PAD / Z tad A=337 64 / // —� ,�. &=01.19'02" / 3 R=14 .12 CD-N393913"E / '0 po �pRpN -PROP. tGHTS `t (TYp } / ��► Q o _-CC=337.63' / o A-00'0212.51 16 PROPOSED TRAILER STORAGE AREA: - D- T=6-.08 / / ' � p� . . . x / . . . . . . . INSTALL 7" VDOT 21-B STONE, 3" VDOT BM-3 BITUMINOUS CONCRETE, F- V Z R= 685.12 Op p�°'� s6?. & 2 VDOT IM-2 BITUMINOUS CONCRETE •58'16"E . . . . . . . . . . x O,! SURFACE COURSE. / I LC-12.16 / 00 op '1'0p . h (AR�OPS !! LaPROP: w �Typ. Z .4c Y Lai I= ¢ PROP. STMPING FOR TRAILER' .. PROP. 8' Sl`AilS (Typ.) + � W �-- W w N Q C W \ / CARSTOPS. x o o 'Q ,. (TYP•) - EX. -VEGETATIOIV : h' /LA W LA.b \ .•••�� x !`, "`•�' ^ j PROP. L1GRTS ��396 / W (TYp.) 16.46' 11.2.83 ' w V • -- a ct WOO 0 / N N NOTE: THE EX. STREAM BED & START START CLEARING CHANNEL SLOPES / / vt N 0) °' - N LO 'n ' \ \ SHALL BE CLEANED OF ALL DEBRIS AND CHANNEL VEGETATIVE UNDERBRUSH SO AS TO PROMOTE END LIMITS OF CLEARING N \ POSITIVE, UNIMPEDED DRAINAGE IN THE CHANNEL. / •° c \ ,c 'a) 00 Q V 1- qq It \ \ v� m c 0 EMENT LEGEND. \ /� o c _ o / EXISTING TRAILER STORAGE AREA\ / EXCAVATE FOR 5" ASPHALT PAVEMENT SECTION. FINISH GRADES TO BE FLUSH \ \ N O WITH CONC. SLABS/PADS AND SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY v FROM BLDG, EXCAVATED MATERIAL SHALL / / BE USED IN THE NEW STORAGE AREA. (PROPOSED PAVEMENT SECTION: \ / 3" VDOT BM-3 BITUMINOUS CONCRETE, y'fH o � P, n & 2" VDOT IM-2 BITUMINOUS CONCRETE SURFACE COURSE.) / �' . pomn \ PROPOSED TRAILER STORAGE AREA: INSTALL 7" VDOT 21 -B STONE, \ / No. 18260 o 3" VDOT BM-3 BITUMINOUS CONCRETE, & 2" VDOT IM-2 BITUMINOUS CONCRETE G SIONAL SURFACE COURSE. \ / / . � SURVEYEXISTING EMPLOYEE PARKING AREAS: ' ! RITCHIE 2' SURVEYS GRADE EXISTING STONE AND INSTALL 2' VDOT SM-2AL BITUMINOUS CONCRETE SURFACE COURSE. ` DRAWN: J NO.: TGP 9910007 ZEN', PROPOSED PARKING AREA INSTALL 6" VDOT 21 -A STONE & / 50 0 50 150 SCALE: DATE: 2 VDOT S-5 BITUMINOUS CONCRETE 1"=50.0' 05/09/00 SURFACE COURSE. SHEET: \ SCQte 1' - SO T r t