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Home My WebLink About17-00 Revised - Quarles Petroleum (Land of Ron Simkhovitch) - Stonewall Magisterial District - Backfile (2)P V 0 C) r-.C,5,A, C0N511�!UC110N NOTF,5 GE�NF_PA, NOTE�5 F_1?0510N ANP 5F,I2IMF-N1' CON11�01_ NOTES N 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications of 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN jACCORDANCE IN A PUBLIC RIGHT OF WAY, the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. ` , WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST 2. The contractor will install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first rX11' 3I W E U a CD 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR THE BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE step in clearing. z INSPECTION BY, AUTHORITY. PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND 3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas. LEAVING THE SITE. S bi 0-� 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final �, •0 0 AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE inspection. �' z CDco THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED B3 OUT 7 d o TO ORIGINAL CONDITIONS. 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH 5. The contractor is responsible for installation of � additional erosion control measures necessary to prevent erosion and sedimentation as determined by - C"A CO "I-, W THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION the plan approving authority. , F-4 (� bt I CDI 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION 6. A copy of the approved erosion and sediment control plan will be maintained on the site at all times. ._.. �' o d- cn co Ln Ln OF THE PROJECT. 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE times. c r z \ w cv z z cv x I OF THIS SITE. 7. The contractor is responsible for drainage of all disturbed areas to sediment control measures at all c� w w O o � °O 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND PERMITS PRIOR TO CONSTRUCTION. 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to Q U� r4 U Q DISTURBANCE maintain the effectiveness of the erosion control devices will be made immediately. v �� CJ cd � 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND CD N GUIDELINES SET FORTH BY OSHA AND VOSH. 9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work. o w w w 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) z ~ I o' w w 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND EXISTING SITE CONDITIONS. �j� ��CK I U co10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY FT0510N ANI2 5F_12IMF_N1' CONTEOL, NAE?PA11Vr z CD CD UTILITIES REQUIRED BY THIS SITE PLAN. C 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE Project Description 'dCD Ln PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. z 1 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% The purpose of this project is for the development of an automated fueling depot. This development will also provide a regional stormwater management N ,� - w ~- DENSITY FOLLOWING METHOD 'A' OF TI4E STANDARD PROCTOR ASTM-D698, facility for the remaining acreage formerly know as the Winchester Drive In. 4-) w w AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER U1 z BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND Existing Site Conditions O CD APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL z w SUPERSEDES THIS NOTE IF PROVIDED. The site currently is vacant and covered with areas of gravel. The majority of the site drains to the northern corner at the intersection of Park Center Drive 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY and Martinsburg Pike. PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. Adjacent Properties 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND This project is bounded by Mairtinsburg Pike to the Northwest, Park Center Drive to the Northeast, CSX Railroad and Fort Collier Industrial Park to the VICINITY MAP SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC southeast, and Moore's Lumber and a residential parcel to the southwest. The site runoff will flow away from the residential property. WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND t„ ® 20 11 COORDINATE THE WORK WITH PUBLIC WORKS. Erosion Control Measures W5PON5113L-F, (-ANP 215-RAMVT CONI-ACI NUM F-E5 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF -Install diversion dikes and perimeter silt fence per site plan EACH WORK DAY. -Construct the pond and install the sediment traps QUARLES: CRAIG MCBRIDE (877) 444-3835 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE -Install culvert inlet and outlet protection NAME: CONSTRUCTION PROCESS. -Clear and grade site ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO -Clean and provide regular maintenance sediment trap EXCAVATION WITH EASEMENTS. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT -Install permanent seeding CERTIFICATION #: ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 Vn01' G�N� NOTES WILL WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. Permanent Stabilization 'SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650 EXP. DATE V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE. LATEST Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, including the stormwater EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540) w �I� MAE:SHAI�L G�N�� NOTES THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD management pond. g CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE 665-5643 � � AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND 1. AN INSPECTION BY THE FIRE MARSHALL S OFFICE WILL DETERMINE ra Maintenance Pro m PLANS. r p Q \\� w SEDIMENT CONTROL REGULATIONS AND ANY OTHER STAI(E, FEDERAL OR WHERE CURBING MUST BE PAINTED YELLOW. g SANITARY SEWER AND WATER: CITY OF WINCHESTER (540) 667-1815 = LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH S OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT �� 2. NO PARKING - FIRE LANE' SIGNS WILL BE PLACED ON THE SITE 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, &DESIGNER PRIOR TELEPHONE: VERIZON (301) 954-6282- V z Q SHALL GOVERN. deficient areas will be repaired, or improved immediate) p p y TO COMMENCING ANY SITE WORK. z O V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRiATION AND VOSH AT THE FIRE MARSHALL'S DISCRETION. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be ELECTRIC: ALLEGHENY POWER (800) 654-3317 l O U � p�OJ�C1' I�AI'A TI RULES &REGULATIONS. 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION installed immediately where deficiencies are found. - V3. WHEN WORKING VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, AS DETERMINED BY THE FIRE MARSHALL. AREA OF SITE: 1.3206 ACRES GAS: SHENANDOAH GAS COMPANY (540) 869-1111 w o WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH 3. Sediment will be removed when sediment volume reaches approximately one half of the wet stora ge for traps. CURRENT ZONING: B3 CD THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTfION MANUAL. PROPOSED ZONING: B3 MISS UTILITY: 1-800-257-7777 Q w FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN 11ZIP GF_NF_�A'r0N PAI�A CURRENT USE: VACANT,, Caf D ( V) J INFORMATION HAS BEEN DERIVED FROM THE TRIP GENERATION DATA ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) F •n�,,, -,` emu_ PROPOSED USE: FUEL STATION BUILDING HEIGHT ALLOWED: 35 MAX. w w� w w� = Q U ROAD &BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, PUBLISHED BY I.T.E. 6th EDITION. j e b, ` �sI �' 140V �F PI"' P BUILDING HEIGHT PROPOSED: 24' HIGH CANOPY F.A.R.: 64/57525 = 0.001 1 ' UM �= U z z CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS � r 1' �� 7 ,x. /`,a4- OPEN SPACE PROVIDED: 42% _ ' Q O DEEMED NECESSARY BY VDOT. � w c~n o \NA V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE: RESPONSIBLE THE DEVELOPMENT FALLS UNDER THE GASOLINE/SERVICE STATION BUILDING ~ Qf FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMIITS FOR ANY (844) SECTION OF THE ANALYSIS. SETBACK REQUIREMENTS WORK ON VDOT RIGHT OF WAY. FRONT: 35; SITE INFORMATION: O -' V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A THIS DEVELOPMENT PROPOSES FOUR FUELING ISLANDS WHICH WILL LEFT: 15 Q::� PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AIND HELD BY THE ALLOW EIGHT FUELING POSITIONS FOR VEHICLES. RIGHT: 15' ADDRESS: 1276 MARTINSBURG PIKE � ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, REAR: 15' TM54A - ((1)) - A, B, & C � VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO AVERAGE V.T.E.'s = 1350 BUILDING SETBACKS PROPOSED ZONED: B-3 C INITIATION OF WORK. PEAK A.M. = 102 FRONT: 137' V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN PEAK P.M. = 130 LEFT: 100' DEED BOOK 948, PG 247 WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. RIGHT: 137.5' VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. REAR: 77 ' V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINIMG ADEQUATE DEVELOPER: ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROOADWAY THROUGH QM�5 MV01,M, INC. CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN PARKING CALCULATIONS ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTFROL HANDBOOK, DRIVE-THRU FUELING CRAIG MCBRIDE SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED REQUIRED 0 SPACES 406 CHATHAM SQUARE OFFICE PARK BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONISTRUCTION. PROPOSED 0 SUITE 102 V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND ADA SPACES REQUIRED 0 MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. ADA SPACES PROPOSED 0 FREDERICKSBURG, VA 22405 V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PRO)PbSED VDOT (877) 444-3835 °' RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF 36" COVER AND, WHEN E POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. LANDSCAPING CALCULATIONS OWNER: 0 PERIMETER - 1 TREE REQUIR D 200TREES WNW 51MKHOVITCH E Q 5U12VF_Y NO1F-5 PROPOSED 26 TREES 2929 VALLEY 'AVENUE o INTERIOR - 1 TREE PER SPACE o U E 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A REQUIRED 0 TREES WINCHESTER, VA .22601 E FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES. PROPOSED 3 (540) 662-0909 °C V) c � p C v 46 co a� FREDERICK COUNTY PUBLIC WORKS APPROVAL �' 2. PROJECT BENCHMARK IS A BRASS CAP SET BY USGS ©N THE EAST '#G336' THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS, °' -0 o a Q SIDE OF ROUTE 11 STAMPED WITH AN ELEVATION OF 696.46' cn o � STEEP SLOPES, WOODLANDS, OR ANY ENVIRONMENTAL L FEATURES THAT WILL IMPACT THIS SITE DEVELOPMENT LL ;o Q) (OTHER THAN LIMESTONE OF COURSE) o > .� � a DIRECTOR DATE _ ..... _. __ ._.. _._ _ ..... EXISTING CONTOUR LINE: -' Ln L N SEAL AND SIGNATURE CITY OF WINCHESTER UTILITIES APPROVAL t - - - - - - - - - - - - BUILDING RESTRICTION LINE � V) °' a' °' a' h � f � EXISTING FENCE H OF I,,/�-V H F /� ��P�T o �i EXISTING SANITARY SEWER LINE �O _ " ? O �- C4 - o r � � N PLAN REVIEWER DATE u MICHAEL M. ARTZ v 0 DA 1 K. MICHAEL ➢ N N N W -w -w -w EXISTING WATERLINE No. 19 1 a. 028947 < co °' r PROPOSED CONTOUR LINE o ��, � � FREDERICK COUNTY ZONING APPROVAL �, z z z 0 °e - - PROPERTY LINE �qND �o NAL suR CHECKED BY: MMA 5'R PROPOSED RADIUS IN PARKING LOT D`�101(5 ZONING ADMINISTRATOR DATE SEPTEMBER 7, 2001 + 55-25 PROPOSED SPOT GRADE THESE PLANS ARE IN CO FORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR. CHANGE IN THESE PLANS SHALL BE APPROVED BY THIS SITE PLAN IS VALID FOR (5) FIVE FILE # E231 SLEET 1 OF 4 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. YEARS FROM THIS DATE OF APPROVAL J EXISTING ENTRANCE TO BE REMOVED. INSTALL NEW CG-6 AND TIE IN TO EXISTING CG-6 CHECK DAM IS PERMANENT TO REMAIN AFTER STABILIZATION PUMP CATION FH ORCE 2 F SE EW R NU :Ez N ::�i oa O >r O Z lNN=j z I J U ! Co I J y I W I �� I I z ww I i I I cD I I COL' w EXIST DI-5 TOP = 692.0' INV IN = 688.5' INV OUT=687.91 EXIST DI INV OUT = 688.25' f GAS LINE co TOP = 693.69 611 CONTRACTOR IS TO APPLY SEEDING AND MULCH TO THE BERM IMMEDIATELTY. THIS POND IS TO BE THE FIRST ITEM CONSTRUCTED ON SITE. MOOM' 5 LUMMIt ! & 13UILI7ING 5Lk PL IFS 54A-I -31A ZONE�b w t2ONALV FACKAIZt7. 5t2. i 54A-I -51 ZONE tL9 w VDOT NOTES: 1. SEE DETAIL FOR REQUIREMENTS FOR PAVING OF ENTRANCE, TURNING 43-A-35 LANE, & TAPER. AARON ZLICKr--WMN 2. STANDARD CG-12 CURB RAMPS MAY BE REQUIRED IN THE ENTRANCE. ZONr:t2 M2 FAt?K THE VDOT FIELD INSPECTOR WILL DECIDE IF AND WHERE THESE RAMPS 54' V L_ M f 3 MPH WILL BE LOCATED. AAV'f 4759 (YtW 2002)-- —0 0 — — 125'f OF 6' TALL WOOD PRIVACY FENCE TO BE INSTALLED ALONG THIS PROPERTY LINE AS PART OF CLASS C BUFFER SCREENING REQUIREMENT MOOM'5 LUMMP & 13UILI2ING 5WPL_1E�5 54-A-85 ZONF-t'2 133 UTILITY NOTE: 1. ALL NEW OR PROPOSED UTILITIES MUST BE PLACED UNDERGROUND. ---- �I 1 � II II 1 ! 1 1 r! �r rr rl 1 1 1 I 1 I I 1 1 1 II 1 TYPICAL SECTION OF TURNING LANE TYPICAL w HEAVY DUTY CONCRETE PAD o SECTION AT ENTRANCE w ' �- ROADWAY TAPER WITH SHOULDER w N.T.S. z � TYPICAL SECTION Z AT PUMPS AND OVER TANKS I N.T.S. v w o 8" THICK, 28 DAY COMPRESSIVE STRENGTH CONCRETE. Ile " I a 4000 PSI (3" +/- 1" SLUMP, 4%-6% Al.) WITH 1 /2" of 12' 14' VARIABLE d DOWEL BASKETS AT CONTROL JOINTS ON 20 CENTERS aQ 12' VARIABLE 4' 4' BOTH WAYS, REINFORCED WITH #4 REBAR AT 12" GRID. a 3:1 SLOPE (Max.) 0 4" 21-A STONE CONSTRUCTION JOINTS WILL BE FORMED &DRILLED FOR o CROSS SLOPE = 1 4": 1' _ ON SHOULDER MoX� ° ` ° 12" X 112" DOWELS AT 12" ON CENTER. FILL JOINTS. w III I Z CROSS SLOPE = 1 4":1' SLOPE 1 1' PE l z g cc 6 I I -III Sao 6" OF VDOT 21-B STONE COMPACTED TO A MINIMUM 1.5" SM-12.5D — — 1 X 2" IM-19.0 III —I I—u i -) I X 1.5" sM-12.5DJ _ 95% STANDARD PROCTOR (ASTM D698) =1 - I i-1 I I -III -I 11=1 i111 111-111- - Li 4" BM-25.D I I I I I; ,III-� I I -I I -III -III -I -� I I III I 11= 2" IM-,9.D I I —I I —i _III=i I I 1 I 0 6" 21-B IIII—III—I i I—i i i—i—i i I ;�"I o 4" BM-25.0 I I I I I1 I II I II 1 11 I I —I III III —III 6" 21-B ''—� I —I i I —III —I I 1 (� I I( I( APPROVED SUBGRADE x COMPACTED SUBGRADE X 12" w w COMPACTED SUBGRADE 3J• REMOVE f20' OF EX. 8" / INSTALL GAS PIPE STUB. INSTALL THE FH °MARKER JUST BEYOND THE RIGHT OF FH WAY LINE, AND BEHIND THE INV OUT = 692.29 EX 8 P OVERHEAD POWER LINES STUB ---. 4.WV �-----EX 12" WL to JV IN = 693.07 GAS MARKER 0' 20' 40' w WV CE CONSTRUCTION ENTRANCE DD DIVERSION DIKE SE SILT FENCE W/O WIRE SUPPORT ST SEDIMENT TRAP R CI CULVERT INLET PROTECTION RR RIP -RAP 54-A-36H FOI2f COLLIM GI2OLF ZONrt2 MI PLANTING SCHEDULE QTY. COMMON NAME 8 WHITE PINE 8 FORSYTHIA 8 PIN OAK 0 36 SUGAR MAPLE ) REMARKS MIN. 4' HEIGHT AT PLANTING MIN. 4' HEIGHT AT PLANTING MIN. 4' HEIGHT AT PLANTING TYPICAL SECTION OF HEAVY DUTY PAVEMENT FOR DRIVE AISLES r DANIEL MICHAEL No �028947 SS�0NA� LOCATION BUFFER SCREENING BUFFER SCREENING BUFFER SCREENING ROAD PERIMETERS & PARKING ISLANDS 2" THICK SURFACE COAT (SM-2A) 4" THICK BASE ASPHALT (BM-2) 8" OF VDOT 21-B STONE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR (ASTM D698) APPROVED SUBGRADE C-) CD�� z p-+ z ►—� 00 t z0 IZ 00 o rn a�CDr` o w I bt • �-+ w of I U w z N v o w z w X Q CD O 00 :�D > r� �- OLi m � N ro w 4-� Z Q C� LLJ r)Uc� 1 z o 0 'b c •cn z � Lij .o :� w � O � z w w Q w S � z Q O > I clef ollf Q �� oof z a- Elf CD z w ;o LLj LL z O = c� v cn w zzu ,L o F O w c~i) o = w �0 J ry Lw CD CD I Li i U) c Q) E 0 c w U E E 0� a V) E E c 46 U) 0 O 3: O a a) L U 00 > L ij v' o 3 a) > > o >� a) O ) a ) ° a) a. a J -0 Q) U) v Q) U) -0 (1) U) 7C) Q) (1] (7) p N 0 O 0 O 0 O 0 0 N w N N N 0 a) > 0 > O > O c; a� V) z z z o CHECKED BY: 7MA AUGUST 6, 2001 SCALE 1" = 40' SHEET 2 OF 4 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMHANKMEGlT FLOW OPTIONAL STONE COMBINA TION 1.0' 1.5' FLOW •VDOT /3, #357, #5, #56 OR #57 GUAKDt IA66KLUAlt TO REPLACE SILT FENCE IN HORSESHOE •' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC, 700 695 30'-18"ADS 1.0% 2.5' CLASS I RIPRAP TEMPORARY SEDIMENT TRAP SEDIMENT TRAP ANALYSIS: MODIFIED FOR THIS PROJECT ,' vARIAHLF• DRAINAGE AREA = 2.75 ACRES ORIGINAL WET STORAGE VOLUME REQUIRED ELEV. 695 67 cubic yards per acre = 184.25 cu.yds. = 4,975 cu.ft. P 0' 67 CU. YD./ACRE DRY STORAGE VOLUME REQUIRED 4,975 cu.ft. ry N VARIABLE 67 cubic yards per acre = 184.25 cu.yds. = 4,975 cu.ft. EL=693 SEDIMENT TRAP DESIGN MEETS VESCH STANDARDS. 67 CU. YD./ACRE = 4.975 tuft. 3' (EXCAVATED) FILTER CLOTH ORIGINAL EL=690. GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE« CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X 2.75 = 16.5' / DWDKEION % COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) PLATE. 3.08-1 SOURCE: VA. DSWC 100'-15"ADS 1.0% 100'-15"RCP CL3 ® 0.5% PIPE OUTLET CONDITIONS A A PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW L a 0 x -� d SECTION A -A FILTER CLOTH- KEY IN 6 -9 ; RECOMMENDED FOR ENTIRE PERIMETER A A 3do (MIN.) do PIPE OUTLET TO WELL wo DEFINED CHANNEL PLAN VIEW 1 L a o x -• d SECTION A -A T FILTER CLOTH KEY IN 6--9"; RECOMY%NDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER USING PLATES 3.18-3 AND STONE [tJN STON3. 3. d = 1.5 TIMES THE MAXDE DIAMETER, BUT NOT LESS THAN 6 INCHES. PLATE. 3.13-2 Source: Va. DSWC Plate 3.18-1 SOURCE: Adapted from VDOT Drainage Manual r cli schedule 4o a" pips tMed wkh oorrcr 1 1 and pakasd yellow T 1fr dLL conarals - encesernerx d6el tlon of satllrp lo be approved prior to kw&AWlion U es roglfed I r-ooncrelta pad 1'4r sq. z tr deep 685 2 min. - tT mex z <n Cn � a' Gorr (D> --� 680 w " c o ;� _j U a, stone to be nIft rran cv m 1 m ;n N m m N of 8' above top of o J 00 coo N I co w (n o. 1 (� I I o 0o coo 11 U')o 0o II ..tea; ;fie•• O.co O. N F- Z ef O N C~.0 Z.O N. N.� O_ •f •� Z Z 675 CD-Z O O J Z Z J Z Z CV C14 J :'.y..;•;:�..,.a• :. 0+00 1+00 2+00 3+00 roCTES !. THIS ttrM MAY dE PRECAST aR ;;AST Ih Pt ACE. !. CCNCKTT. rO tE 1Ar58 AJ +F CAST IN Pt,aC-E, 4000 0911F PRECAST J. C0w1NATION r.,IRB %. Cd;TT£? HAvV4 A RAMS OF 3GC FEE:t OR • fSS Uf.,GWS F'ALY ( ":JRa% &&ALL 4E PAC F-OR AS PAa1K, f •awilrlAV4A Cc.W3 $ I W Ilk I 4• �aR GE w1Tr STABLIM OFEN-3PA 0 LWAINA9 .AYTA,'W 301 .OW OF i€ URB N�T NID CUTTER BE OR{)t'TED PARAL�Ei TO TICSl. StAWASE C:1Y,Xt5ES Mt0 To 1W ot'P1H OF THE PAVEWiT. , S HIS CI:RO MAY Be' ;'V-D *W-M uE5It;N SPEED IS 40 MPH ^R I FSS ON RURAL 4"AYS Ar1D 45 MPH ''N 2' v LESS ri CE lfLAtD vA9AM k Sl9t1R9M: "}- AREAS J THE'W OESOH SlK YS AK 1 �XCETrM SFAMDARD Cr-7 15 Rf>.NREL i x f A TW BOTTOM Cs= 'HE Oft A►,IL i CUTTER IW cOWjT%CrEF) i .MA7 PARALL. TIC TW Sk.' E OF 'S MAra r "ED. 1 T!•5 AREA NAY _'0PC•f 1E AT -If OPT.'" THE CONTRA.CIO1T COMBINATION 6" CURB & GUTTER 105 502 'r+R!.,WA oEaAF.TtF.Nf aF TRMSPOR14TION i screw grpa edJ:tMabls value box � looalor marlwr FIf�E HYDRANT ASSEMBLY I- rtradorlbal wflh A' brarroh zxSt .tt pprtc n= R,r1�„s n ba o�: A,r >c•r` � nv�nHre � 'tnsn r' Vane' jAsw oM1' A -• 3U Cv _ .. , .. I. 7 ...L. "cr^ - t _.. ._ i+•--r-a aye iettr A J yr SECTION C-C PLAN VIEW r.,zr•,i-+ i5o7e cna�ar'c rr.v e aa•�t;:: ....... ' „ py?. -IC E ,YI �. 1A1 I�r Jr d rcr} ranr.Gi •C'p n^ry dn•.o •.v' -• lam' f .•.. - ba �ba„a-pn F. C MO .•. - x.o Fi wr t ,'1! +M-e +•--a 1,.. • l 'wt.14 fF'?r - .... t .._�_ ..-_ t� ::+the dopk,�S 5det.Mo M I r tnr NP 19 +� .+tt. SC ..nC.,`•f be r c,eo,ec 1G _D wtit^ ';t ,;G•Y s ir[s. 'or r t•atrc ei 6 «s Jt I .. Y ,• i MnnaV Gu"4n•rn2 f"p1'Jt •: V.n9"u�t1C S -A.A .c I-* RrW Sne :a.ctlpt and s.�R•nx rhea:rol on to Tok-_ 7 SECTION A A i�l�'rTlenf of r •; � M C t �• -r, r 1..� ,n car Guidelines for Grode Chonoe D '. oaOiP,t._rb t:• rork:nci=ate c_rb sd tur shoe❑C: be eoaato.;t te4 1 be.ond the P/w Inc a < W.. tSr f nbx:r +c•�umr IL w•zc-• u:,.,;.,,r 'eNra:ement ourDrs!s e :�� vt t it t. •, H_It, r tno' VPI1 C 'tY. 7, tTr s t...'t t ' r roLiut trcufb c n' y � . vh .Gs I." aP; - - - ire `atu,d r . :: •, R,m,. ..wd'ir I `t •o tc ,.6ed Rnn 1 �:�^dgr0. .il OUti %na fljvta.c :::I:v `. <. ::Sed '.,r .Ft' v t, rn cut sr.1 �n, i ,.. ..� +, :^.e r!V�y <r . wcn P'n9 or o METHOD OF TREATMENT- �crPF.ti CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES Ti-•n „1:.,=- , IEIT ARE IN AM •:'L,':hl- "EPe4 T,�^V' .; Akf'ir?c_e�.�.,• Prune out any dead or broken branches, remove all togs, labels, strings, wires, etc. from plan. 2-3' mulch Set top of root ball 2-3" Saucer ,5 equal to or 1-2" above grade. Remove container; use sharp blade to make 4. four 1/4"-1" cuts the length of ball and cut a 1 /4" X on bottom of ball; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead for broken branches. - Remove all tags, labels, strings, wires, etc. from plant. 2-3" mulch 2-3" Saucer Set top of root ball equal g d 1-2" � -- above grade. Remove rope do burlap from root ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PANTING DETAIL (NOT TO SCALE) CCD 0 LJ J L� cn O o CE O O [1_ of 3' TOP OF POND = 695.50' 100yr STORM ® 692.95' 10yr STORM ® 692.26' 2vr STORM ® 691.82' 20'-25' Z LiJ Lj Q a_ Li O W CD 0 LLJ STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A PAVEMENT 3 5:1 x: FILTER CLOTH 6• MIN. A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND I I 70' MIN. B VASHRACK (OPTIONAL) i � 12' MIN. �r \y i ~� `- VDOT MI POSITIVE DRAINAGE I COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION l 12' MIN. FILTER CLOT -- - - "-T{,r- H SECTION A -A T 10' MIN. EXISTING PAVEMENT 10' MIN. 3' MIN. 3' MIN. RLll�r URI.LL I.UIR.RL I L YRNlI'1 .)r NI,L SECTION B-B PLATE. 3.19-1 SOURCE: ADAPTED from 1983 Margland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 � CD z a �a z z 00 �0 00 • 1-4 bX c- O In ' (j) C0 Ln Ln Ln z z W cv x -< I o o 00 V1 o ^ m N y" I 0 {-Cif W O :!3 3:W CD cfl J (,t,.� zo0 ~ • � CD U) z N Li LLJ Prune codominant leaders -----� �- DO NOT pume terminal leader or branch tips Prune rubbing or cross branches W Prne narrow crotch angles and water spouts �--Prune broken branches �> 1 z Remove tags and labels Prune sucker Cut away all balling ropes 2"-3"mu Remove top of wire basket a \ ., • < % Widen and score hole w� -- Remove container and cut circling ; -'/^ """'-• �; roots if container -grown, or as much burlap as possible if field -grown cn Li W c� >L� CD F- 1t away from trunk (f, Q \\ \\ \\ Q:f l �� Z �:D w_jo Soil well to contain water zi Q z = Q U UW� Cn �oF t - UNAMENDED backfill soil W O ~ W (n W� -Partially backfill, water to settle soil, finish bockfilling O L� W Area for water drainage (pipe or tile could be installed) O Leave solid soil pedestal - do not (\ Li dig deeper than ball depth Di hole 2-3 times root ball width g TREE PLANTING DETAIL (NOT TO SCALE) TEMPORARY DIVERSION DIKE 24' OF 18" RCP CLASS 3 ® 3.125% SOURCE: VA. DSWC INVERT ® 689.50' a_ Q ck: a_ w w STORMWATER MANAGEMENT POND (NOT TO SCALE) CCImnacted Soil 4.5' min. --'•I ��PLT H OF MICHAEL M. ARTZ ➢ No. 1951 �AD SUR`1E_�0 `1 Hj P Pl 1 O DAN K. MICHAEL o. 028947 �0 eSSIONA� r ? c a) E -- In E O � () U E E O cn c Q) U a) 1` (D 'C C�3 O U z O 3 0 n a a o o a Q W t- •- a) 3 a) O >d -a- > a) 0 a) a) 0 a) _j a) rn a) V) a) a) (1) '> a) '> a) > (1) > a) Op (y O O O O O O 0 O N TE 3.09-1 W Q N N N r > 0 > 0 > 0 U tnzzzn CHECKED BY: MMA v AUGUST 6, 2001 SCALE: NA SHEET 3 OF 4 o i m p ! z V0 00 o. a u x TABLE 3.31-C TEIMRARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATF, NORTH" S( umb . PLANT SPECIES 3N 511 8/ 15 2/15 511 9;1 CHARACTERISTICS Acre I000 ft2 to to to to to to 4130 8115 11l1 4130 9/1 1if15 OATS 3 hu. (up to 100 lbs., 2 lbs. j X - - X - Use spring varieties (e.g., Noble). A( versa sativa) not leas than 50 Ibs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X X a - X Use for late fall seedings, winter Swale cereale) not leers than 50 lb .) cover. Tolerates cold and low moisture. GERMAN MILLET 50 Ib i. approx. 1 lb. X X - Warm -season annual. Die.9 at first a 'a '!#ilea frost. May be added to summer affixes. ANNUAL RYEGRASS` 60 lbs. 1'A lbs. X I X X X May be added in nuxrs. Will f-I&LIRM multi- ai-1 m) I mow out of most stands. WEEPING 15. lbs. 51h ozs. - X - X - Warm-seawn perennial. May LOVEGRASS hunch. Tolerates hot, dryslopes (Erastrostis curvula and acid, infertile soils. May he addled to mixes. KOREAN 25 lbs;. approx. 11h X X X X Warm lseason annual legume. LESPEDEZA` lbs, Tolerates acid soils. May be GgeALe-Za s i c ) added to mixes. " Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. May be used as a cover drop with spring seeding. d May be used as a cover strop with fall seeding. X May be planted between theme dates. - May not be planted between these dates. TABLE 3.32-A (Continued) CHARACTERISTICS OF COMMONLY SELECTED GRASSES c C l r COMMON NAME !2, „ iA S u e, MAINTENANCE REMARKS o (Botanical Name) v u .o 0 0 A F �° °C ° REQUrREMEN7S •� u c ,r E n '- Z v t: rib 1~ O a- o� > C E ->. to u f F v v> REDTOP (Agrostis alba) P C 5.8- 10 65-85 G F L PD Sm Will tolerate rx)or, Does well in No 6.2 infertile soils; deep erosion control named rooted. mixes - not for varieties. lawns. Low-fettlity Fast-growing. No WEEPING LOVEGRASS P FW 4.5- 14 65-85 F-P G L-M SPD 1.5m requirements; warm=season named (Evagrostis eurvula) 6.2 excellent drought bunch grass_ varieties. tolerance. Excellent cover for erosion control. BERMUDAGRASS P W 5.8- 21 7(-95 P G M-H SPD 1.8m High nitrogori Cominon varieties See (Cynodon dactylon) 6.2 hulled utilization, excellent used for erosion cement drought tolerance. control. Hybri& VCIA Some varieties used for fine turf. list. adaptedto western VA. ORCHARDGRASS (Dactylis P C 5.8- 18 60-75 F F SPD 625K Does best on well- Good pasture Virginia glomerata) 6.2 IM drained, loamy soil. selection - may be origin or grazod. Potomw KEY A = Annual P = Perennial ' C: Cool Season Plant, W = Warm -Season Plant G = Good, F• = Fur P , Poor VP = very Poor H = High M = Medium L - Law SPD --,Somewhat Poorly Drained MPD = Moderately Poorly Drained PD = Poorly Drained VPD =- Very Poorly Drained TABLE 3.32-B CHARACTERISTICS OF LEGUMES APPROPRIATE FOR EROSION CONTROL G G COMMON NAME g w (Botanical Name) 0 w 114 v ;' ro w c w 0 3 P C 6.0- 14-21 70 G CROWNVETCH 6,.5 (Coronitla varia) j V� SERICEA P W 5,.8- 21-28 70- F PEDEZA 6,.2 85 Zesped (Leza cuneata) FLATPEA (Lathyms P C 5..0- 14-28 65- G sllvestrus) 7_0 75 BIRDSFOOT P C 6..0- 7 65- G "TREFOIL. (Lotus 6..5 70 coriuculatus) TABLE 3.32-A CHARACTFRIK'TiCS OF ('01fM0NLV SELECTED GRASSES u- MAINTENANCE COMMON NAME E ` ' ° :3 REQUIREMENTS REMARKS u (Botanical Naine) _ - ' C7 C J w a.. > ro s' c 7 C E a Z 0. °) J• C �x� C E a J ^; a Ia v I in > Lj Butter suited for Ky 31 TALL FESCUE (Festuca P C 5.5- 10-14 60-95 F F M SPD 225K Low when used for erosion control arundinacea) 6.2 erosion control. high and rough turf �- when used in lau-n application. Sex TALI. FESCUES (Improved) P C 5.5- 10-14 60-85 F G ki SPD 220K Responds well to Excellent for current 6.2 high maintenance. lawn and fine VCIA turf. list. Nee& fertile soil, Excellent for fine See KENTUCKY BLUEGRASS P C 6.0- 14 60-75 G P ki SPIN 2.2rn favorable moisture. turfs -takes traffic, current (Poa Pratense:) 6.5 Requires several mowing. Poor VCiA years to beoorrie well drought/heat list. established. tolerance. May he added to See PERENNIAL RYEGRASS P C 5.8- 7-10 60-75 F F M•14 SPD 227K Will tolerate traffic. mixes. current (I A-Aium perenne) 6.2 • Improved VCiA ' varieties will list. perform well all M.AINTENANC.E REQUIREME N'TS REMARKS .S2 , t% > � � O p-T v on 0 �- VG M MWD 11.0K Dos best on wellrlrained Excelleut for steep, Penngift ,oils. Minimum rocky slab. Produces Chemung maintenance when colorful blooms in Emerald established. May need May/lane. Slow to phosphorus. irimulation is establish. Does best essential. when seecled in spring. VG L MWD 335K Grows in most well -drained Use hulled seed in Serec;ia soils. Low fertility spring; unhullod in Interstate rexluircrnents. Inoculation is fall. Very dme roofed essential. legume: Excellent choice for eastern Va. G L PD 15K Needs lime and high Tolerates acidic and Lathco phosphorus. Good shade wetter soils better than tolerance. other legumes. F M SPD 375K luoculation is essential. Gronvs better on poorly No Grows in medium -fertile, drained soils than most named slightly acid soils. legumes. Pex,r drought/ varieties. heat tolerance. KEY Annual P =: Perennial C = Cool Se:twn Plant' W = Warm Season Plant G = G(cu3 F = Fair P = Poor VP = Very ,Poor El = F ei PD = P ).rl Drained VPD =Vero Pour[ Drai Somewhat -Po Dcaini�d MPD = hioeieratel Poorl Drattt tx y Y. - 1ltjeditim L �'' Lover $pD , ..ly. .. Y Y _ KEY A = Annual P = Perennial C = Cod Season Plant W = Warm Season Plant G = Good F = Fair P = Poor VP = Very Poor. H = High M = Medium L = Low SPD = Somewhat Poorly Drained MPD = Moderately Poorly Drained PD = Poorly Drained VPD = Very Pt- Ay-Dmined TABLE 3.32-A (Continued) r14ARA(`TPD14ZTi9C fit f`nuAiLAnnn v cr■ ri-rinr v-.evtr..c- TABLE 3.32-A (Continued) CHARACTERISTICS OF COMMONLY SELECTED GRASSES 0 COMMON NAME a o MAINTENANCE REMARKS 3 T, (Botanical Name) e b v p w o REQUIREMENTS - a c' G a > 'F1 U a OCOT q~ j u v x :U B a E 0 a 0 V y Grows well in sun or Exceeds all fine Reliant, BARD P C 5.0- 10- 60- VG G L M%VD 400K shade and uill tolerate -fesc:ues in most Spartan, FESCUE 6.2 14 80 infertile soils; tests. Excellent for Aurora (Festuca improved diswsc low -maintenance Longi fotia') resistance. situations. Tolerates shade, dry Poor traffic FINE CHEWINGS P C ` 5,0- 10- 60- VG G L MWD 400K infertile soils. tolerance, IGs.s Flyer FESCiIES FESCUE 6,2 14 -80 fttch then other fine fescuets. ., Low to medium Spreads by RED P C 5.0- I0- 60- VG' G, 1. MWD 400K fertility requirements. rhizomes, tillers Long - FESCUE 6.2 14 80 Requires well -brained and stolons. Will fellerw, ° (Festuca soil. not take traffic - Victory Rubra) eery shade tolerant. �.: No REED CANARYGRASS P C 5.8- 21 70- G G M H VPD 530K Do not mow closely or Conservation named _(Phalaris arund,nacea) 6.2 85 often. cover in wet area;. varieties KEY A = Annual P '=' Perennial C = Cunt Saran Plant W = Warta Season Plant -G � GloW F = Fair P = Poor VP = Vera' Poor H = High M = Medium L = Low SPD = Somewhat Poorly Drained MPD = Moderately Poorly Drained PD = Poorly Drained VPD = Very Poorly Drained' G O ; COMMON NAME 0 Q' E ;q ar a MAINTENANCE (Botanical Name) u eo x Eo v REQUIREMENTS REMARKS > >, a tx�� c t- 3 Qoan y u ° w v � Ip F• VVV7777 C �ii '02 ANNUAL RYEGRASS A C 5.8- 7 60-70' G P M-H SPD 227K Will grow on most Virginia Suits. Do May be added into No (Loiium multiflorutn) 6.2 inixes or named not use in fine -turf established alone varieties. areas. as temporary cover in spring and fall. RYE (Secalr, cereale) A C 5.8-' 7 55-70 VG G ► L-M SPD .18K Will establish in May be added Abruzzi, 6.2 most all Virginia into nixes or Balboa soils.' Do not use in established alone fine -turf areas. for - late faillwinter cover. FOXTAiL MILLET (Setaria A . W 5.8- 10 65-85 VP G M MWD 220K Establishes well Mary be added to Common, italics) 6.2 during summer. erosion -control German Very tow moisture mixes or requirements. established alone. In A = Annual P = Perennial C = Coot Season Plant W = Warm Season Plant G = Good F = Fair P = Poor VP '= Vary Poor • H = :High M = Medium L = Low SPD = Somewhat Poorly Drained MAD =,Moderately Poorly Drained PD = Poorly Drained VPD = Very-Poprly,Drained U I v i r ; A,, ., ..i. .• r J Ala.,. e - � - -- - --- -- -•--'- -.-_..---.-._-_.__ ....,�,�. f . ,.....�: ..-.; .. �-----•------ ---- TRAFFIC_ , TOP VIEW 'x NTc : u ��1.m.- �,•.--.... �............. ..,... Imo. _ ... _._._._ � F - ._. 7 ELEVATION _ Ar9. ohfl• a.__._.= TRANSITION FROM GR-9 TERMINAL TO WEAK POST GUARDRAIL .) t +'�'• � F _ .. r, '_!,cam. _ - NOTES: 1X&+. ,, a ou'! :'It" Y• Y1�':.• TAPE APPLICATION SIDE vtEw PL �C't1C INSTALLATION - ' �. •At•r r 6 r. wJ. . �rL • i!/. ••f�nl.r�c. 'd:..e Iq 46 n'e.,. J r":-• 5• r::;• Sn�n :,-.,•'/.. " C.r D4 r.•'1T Silt )t •^C'M.lwarea _, a,'f: sttn _ t. •° :e't'•t Y'•Jot•�. ,,.rt NOSE.- COVER �?ef[e1A, rP:. ct`^r•ewlx{ Y1 t` }rW:1y. bfe p'n >y,ta+y. ,[ v o..e e.y,..et ea.:,.. `ten: - .. ,�, ,. ,• DETAIL r. A,r : a,. Jr c, o•�e.:+c-, 0-.oft I *I and ome, ,: we ale,. hJt 4•:l.n v,ren�-!eT:lalvt�rl•I J•+lle�l •I>T•: e/a'e 4„1•.t,: ALTERNATE BREAKAWAY CABLE. TERMINAL NO FLARE t'aqua l: r'? Nt 'i• .' 'j( :NMI^t:F' l :�H N.: SI '.Ir�„.t'Sr r.v:FL 4A C" tY1S y'•` .� y,r :,•t t r v.. o � i O v MICHAEL M. AR7Z 5o v MICHAE1t. 5 No. 4951 f 028947 Qq•07-o `ONAL r �„..� � L .,: .,.4 fir- ' ., il,.: •.)•r. .•:y.: , •• '�.-> .v . i . ' 4.... rv..'. �r /J'.i'.YIJ. s;r�;a I1 ll 11 tl 11 v II II �l J J Li v .J J Li GR-2A GR-2 9'JS r `oc• Sou:[.-,, • .' 085 n Par ipcc>q' r 2„:,virm e,atb:[s t'4-.'r-- eh rtw, wt nyr+'.�wa o,y nb -nn 4. 14I.t11!C ax 119 :u-Wur La:, •! tn: M MRt'1..O b( ty Lr y'%seer rY ltt,, at rem ^.W FAr.t•O:,tr S!C tt-et nr• 5C-tC-5 F_ gala's 91 grn. Ele v1. Fr,.+ ^+c ..rat. w rro•n floc. p •h!e o+a nfx n-..d ayd.me .te steel soy -01 Ot yy SUI':1" 1..o No r+t-+ GyNr•Ir Letts Iry to, S.o,3"c :A-2 N U:L •i+ . to, est: inn- m teat- au':o .st ara?W.e . RO' F'r•rr.!T n r I,r.• .i -.2 ly I.:rL •.r/.Tw1 46 0 _., . i?eet t �-t 7 - kcrE=�M�r. STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) sus - VOG?ry X PARNLNI Lf Tparl�aC1'!"ALIGN Jo ES; eT•tEJ1*1-C V''-:J. AL 5?1 Q4. - ... %?M T+fi5 i1{i T ARE it,` Me ,.7.i IE}" . 01 M ® a El �a z 00 Q- 00 Z � -� ��•-- W vim- 1 cfl I ►•� l� •��+ CrS . � o o to I •�w U�N�� }z- W N d LiO O Cf) r4 Q Q 00 U1 Cd Cn Vvi t� '- � 4-4 0 z - W t; C0 L �.J L0 In lNj �-( w t•.�1/t tY C _Z Q _JOf W ' CrCif U ' 0 QD �o� 11� �Jz 0 WtL �Z w __j =QU J US W OU tY U - of / tY (n of 0 to C 0 E o C U E.N. E C, O U Q ea E a r c L 't► E U 3 C °� m ' . :Z CIL t7.. ' �• � d n C m (n C M O .0 •i� 7 N m a. ,LC 6 3 � m � m, 0CIL J 0 V 0 m N 0 err >1.9> Mn > It m. ar 0 W eo N N N N N W CC t L `J 4)O > > O > O ei m to Z Z Z O CHECKED BY: MMA AUGUST ' 6, 2001 SCALE 1 " = 40' SHEET 4 OF 4 C V 0 F,C,5.A, CON5TRUC110IN N01�5 GFNF_� N01�5 F-P051ON ANt? 5Ft2IM�N1' CON1120L_ N01�5 N F.ND 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION 1. All vegetative, structural erosion, and sediment control practices will be constructed and maintained according to minimum standards and specifications ofT SEWER LINES ARE TO BE CONSTRUICTED IN ACCORDANCE IN A PUBLIC RIGHT OF WAY. the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations. CD WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ) MUST 2. The contractor wily install the construction entrance and primary erosion and sediment controls prior as shown on the site plan prior to or as a first \ E -XI1' �17 VV 1.4 z 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR 3. BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OFF WAY. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE step in clearing. -� ` �_4 a z INSPECTION BY, THE AUTHORITY. PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND 3. Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed areas. � � � � LEAVING THE SITE. 3 00 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS 4. The contractor will contact the plan approving authority one week prior to commencement of land disturbing activity and one week prior to the final „•� z o� AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE inspection. THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED t?QU1� 3% - O C D 5. TO ORIGINAL CONDITIONS. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH 5. The contractor is responsible for installation of � additional erosion control measures necessary to prevent erosion and sedimentation as determined by _- �w d- co "VIRGINIA the plan approving authority. •� w I �- I I O III THE EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION L4 l 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION 6. A co of the approve erosion and sediment control Ian will be maintained on the site at all times. copy �� p ' CD Cn cfl � `n 6. OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE to times. '� w X I Q O OF THIS SITE. 7. The contractor is responsible for drainage of all disturbed areas sediment control measures at all p g �� ® 11C 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. 8. The contractor will inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to + 4 U� I maintain the effectiveness of the erosion control devices will be made immediately. � �� c� O ^ 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND -•� CV m GUIDELINES SET FORTH BY OSHA AND VOSH. 9. The contractor will obtain a Land Disturbance Permit from the Department of Public Works prior to any work. 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) p ry w 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND w EXISTING SITE CONDITIONS. b �+ `� 10UTILTIES�REOU THE RELOCATION OF ANY F tP0510N ANV SF,I21MF-N1' CON1�0� NA P.A11VF �CK z O. C) RR DISBRETHIOSNSIBEEPLFORAN. C 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE Project Description LO PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. N •� z = w 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% The purpose of this project is for the development of an automated fueling depot. This development will also provide a regional stormwater management a w � DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, facility for the remaining acreage formerly know as the Winchester Drive -In. N w AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER ;=4 z BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND Existing Site Conditions O .` CD APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL w SUPERSEDES THIS NOTE IF PROVIDED. The site currently is vacant and covered with areas of gravel. The majority of the site drains to the northern corner at the intersection of Park Center Drive 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY and- Martinsburg Pike. PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. Adjacent Properties 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND This project is bounded by Martinsburg Pike to the Northwest, Park Center Drive to the Northeast, CSX Railroad and Fort Collier Industrial Park to the VICINITY MAID SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC southeast, and Moore's Lumber and a residential parcel to the southwest. The site runoff will flow away from the residential property. WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND COORDINATE THE WORK WITH PUBLIC WORKS. Erosion Control Measures M5PON5113LF, LAN12 t215-MIZPF_k0 CONTACT NUM13PZ5 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE. THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF -Install diversion dikes and perimeter silt fence per site plan EACH WORK DAY. -Construct the pond and install the sediment traps QUARLES: CRAIG MCBRIDE (877) 444-3835 - 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE -Install culvert inlet and outlet protection NAME: CONSTRUCTION PROCESS. -Clear and grade site ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233 17, THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO -Clean and provide regular maintenance sediment trap 18. EXCAVATION WITH EASEMENTS. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT -Install permanent seeding CERTIFICATION: ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 Vt�01' G�N� N5 WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. Permanent Stabilization ° SITE INSPECTIONS: DEPARTMENT OF INSPECTIONS (540) 665-5650 EXP. DATE V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, including the stormwater EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS 540 ) ( w r-IM MAI25NAL- 0-NF-PA, L� N01�5 THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD management pond. CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE 665-5643 AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND 1. AN INSPECTION BY THE FIRE MARSHALL S OFFICE WILL DETERMINE Maintenance Pro ram PLANS. pp pp \X_�\ Q w SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR WHERE CURBING MUST BE PAINTED YELLOW. g SANITARY SEWER AND WATER: CITY OF WINCHESTER 540 667-1815 ( ) = LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY NOTE: AN ON -SITE PRE -CONSTRUCTION MEETING IS REQUIRED WITH � � F-- OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT 2. NO PARKING - FIRE LANE SIGNS WILL BE PLACED ON THE SITE 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or THE OWNER, SITE CONTRACTOR, PUBLIC WORKS, & DESIGNER PRIOR TELEPHONE: VER►ZON (301) 954-6282 V z Q SHALL GOVERN. deficient areas will be repaired or improved immediately. P P Y TO COMMENCING ANY SITE WORK. > z V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH AT THE FIRE MARSHALL'S DISCRETION. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be ELECTRIC: ALLEGHENY POWER (800) 654-3317 LvCD > U 10:� p�0J�C1' t�A1'A OF LABOR RULES &REGULATIONS. 3. CONTRACTOR MUST ROTATE THE FIRE HYDRANT TO THE DIRECTION installed immediately where deficiencies are found. O E�j -> V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, AS DETERMINED BY THE FIRE MARSHALL. AREA OF SITE: 1.3206 ACRES GAS: SHENANDOAH GAS COMPANY (540) 869-1111 w : � i- WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH 3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps. PP Y g p CURRENT ZONING: B3 PROPOSED ZONING: B3 MISS UTILITY: 1-800-257-7777 U _< z THE CURRENT EDITION OF VDOT'S WORK AREAS PROTECTION MANUAL. CURRENT USE: VACANT CD c� 'n?II� owt2A11ON t2A1�A FURTHERMORE, ALL TRAFFIC CONTROL FLAGGEIRS MUST BE CERTIFIED IN PROPOSED USE: ' FUEL STATION U_ O INFORMATION HAS BEEN DERIVED FROM THE TRIP GENERATION DATA PUBLISHED BY I.T.E. 6th EDITION. ACCORDANCE WITH VDOT'S JANUARY, 1994 (OIR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 10�4.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, 45 BUILDING HEIGHT ALLOWED: 35 MAX. BUILDING HEIGHT PROPOSED: 24 HIGH CANOPY F.A.R.: 64/57525 = 0.0011 D Q0 � E- ~ � SZL _ U U w z z U CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. "j-,M]A SITE PDA :rra�� APPROVED RO OPEN SPACE PROVIDED: 42% �, w �� ,{ V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE THE DEVELOPMENT FALLS UNDER THE GASOLINE/SERVICE STATION '� t3�/a�� BUILDING SETBACK REQUIREMENTS o FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY (844) SECTION OF THE ANALYSIS. ='�� WORK ON VDOT RIGHT OF WAY. 5 �, F7 6fl FRONT: 15' SITE INFORMATION: V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY' OFFICE, A THIS DEVELOPMENT PROPOSES FOUR FUELING ISLANDS WHICH WILL PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ALLOW EIGHT FUELING POSITIONS FOR VEHICLES. RIGHT: 15 ADDRESS: 1276 MARTINSBURG PIKE Li ENGINEER AND/OR DEVELOPER WITH THE, ATTENDANCE OF THE CONTRACTOR, REAR: 15' TM #54A - ((1)) - A, B, & C 13::� VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO AVERAGE V.T.E.'s = 1350 BUILDING SETBACKS PROPOSED ZONED: B-3 O INITIATION OF WORK. PEAK A.M. = 102 FRONT: 137' V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN PEAK P.M. = 130 LEFT: 100' DEED BOOK 948, PG 247 WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. RIGHT: 137.5' VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. REAR: 77' DEVELOPER: V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR (MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH I�� QM5 PMOII M, INC, CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN PARKING CALCULATIONS CRAIG MCBRIDE ACCORDANCE WITH VIRGINIA EROSION & SEDIWENT CONTROL HANDBOOK, DRIVE-THRU FUELING SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED REQUIRED 0 SPACES 406 CHATHAM SQUARE OFFICE PARK BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. PROPOSED 0 SUITE 102 V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND ADA SPACES REQUIRED 0 FREDERICKSBURG, VA 22405 MAINTAINED ON THE SITE DURING AND AT THE= END OF CONSTRUCTION. V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT ADA SPACES PROPOSED o (877) 444-3835 Q E RIGHT-OF-WAY ARE TO HAVE A MINIMUM OF ;36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. LANDSCAPING CALCULATIONS a OWNER: o' PERIMETER - 1 TREE PER 40' 800' REQUIRED 20 TREESSU�Vr PROPOSED, 26 TREES WNW 51MKNOVII'CN 2929 VALLEY AVENUE U E F Y N015 INTERIOR - 1 TREE PER SPACE o 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A REQUIRED 0 TREES WINCHESTER, VA 22601 � `` E FIELD RUN SURVEY PERFORMED BY ARTZ AND ASSOCIATES. PROPOSED 3 (540) 662-0909 '� C 46 c FREDERICK COUNTY PUBLIC WORKS APPROVAL Z a- o 2. PROJECT BENCHMARK IS A BRASS CAP SET BIY USGS ON THE EAST THERE ARE NOT ANY SINKHOLES, RIVERS, STREAMS, O 0 -° o 0 Q SIDE OF ROUTE 11 STAMPED '#G336' WITH ANJ ELEVATION OF 696.46' cn o 3:STEEP SLOPES, WOODLANDS, OR ANY ENVIRONMENTAL • w FEATURES THAT WILL IMPACT THIS S1TL DEVELOPMENT >�.�� (OTHER THAN LIMESTONE OF COURSE) DIRECTOR DATE o a iv 01 CL I,rG�Nt2 EXISTING CON70UR LINE 0 -' vi °vi SEAL AND SIGNATURE CITY OF WINCHESTER UTILITIES APPROVAL °' > > > > - - - - - - - - - - - BUILDING RESTTRICTION LINE in PLl H OF 1 H F o�.-�0 EXISTING FENCE / EXISTING SANITARY SEWER LINE /"`� � ? U MICHAEL M. ARTZ v DA I K. MICHAEL ➢ w 0 N 0 N 0 N 0 N N PLAN REVIEWER DATE EXISTING WATERLINE �- "- - No. 19 1 a. 028947 Q L ( C PROPOSED COINTOUR LINE ��o� �oFg--orG\� FREDERICK COUNTY ZONING APPROVAL �zzzo -- PROPERTY LINE �No SUF'J FSS10NA� �6 CHECKED BY: MMA 5'R PROPOSED RADIUS IN PARKING LOT ZONING ADMINISTRATO DATE SEPTEMBER 7, 2001 + 55-a PROPOSED SPOT GRADE THESE PLANS ARE •IN CO FORMANCE WITH 'COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THIS SITE PLAN IS VALID FOR (5) FIVE FILE # E231 SHEET 1,. OF 4 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. YEARS FROM THIS DATE OF APPROVAL ------------- VDOT NOTES: CONTRACTOR IS TO APPLY 1. SEE DETAIL FOR REQUIREMENTS FOR PAVING OF ENTRANCE, TURNING EXIST DI-5 SEEDING AND MULCH TO THE 43-A-35 LANE, & TAPER. UTILITY NOTE: TOP = 692.0' BERM IMMEDIATELTY. THIS AAt20N ZUCKrI2A AN 2. STANDARD CC-12 CURB RAMPS MAY BE REQUIRED IN THE ENTRANCE. 1. ALL NEW OR PROPOSED INV IN = 688.5' INV OUT=687.91 POND IS TO BE THE FIRST ZONE�12 M2 pApK CF_Nl'F_P PPIVF- THE VDOT FIELD INSPECTOR WILL DECIDE IF AND WHERE THESE RAMPS UTILITIES MUST BE PLACED INV OUT = 688.25' ITEM CONSTRUCTED ON SITE. 5ME12 L-IMI1` 35 MPH WILL BE LOCATED. UNDERGROUND. EXIST DI GAS LINE AAVf 4759 ( Y1;Al2 2002) TOP = 693.69 o SIGHT DISTANCE _ INV OUT = 689.54' ®----------------------------- 120LYf_ 1323-------- ------------------- / ------ -- ------ ---- 519'�-------- 98.41 4.� AN?�R EXISTING EP Ln ocn 3 / STANDARD CG-11 56 -- EXISTING EP ---- -----= D -- v ENTRANCE - ---� 1 TAPER- --- -- co N, -----K IRKING / ��'F- ------ - 150' TURNING LANE - - _ - - - - - - S - - __ _ ems`__ 'R R 20' UTILI EASEMEN --8�- EXISTING ENTRANCE TO / / / / /6a - - - - - - - - A CK �-- oo. 6 \J� 0/ / BE REMOVED. INSTALL 3 / / / / 90 I TO BE � , S - - - A_ - - -h o �QO ��. �� sus - - - NEW CG-6 AND TIE IN l l l I I - - iN9ALL 19- 1p, �00 • `� l / TO EXISTING CG-6 / / J 1 ' GS • l / 96 15' of EC-1 9p $ ' 1' m • / / RIP AP 18" ES-1 D o 6' pvC 1 1 0 0 0 � 008 3 / / (ADS) INV=691.0' SDR-21 - 2000 GALLON CHECK DAM IS / / 6°'� D D 0 S l PERMANENT TO / / OIL WATER , SHED • / 3 I / /� EX. BLDG INSTALL 700' OF GR-2 GUARDRAIL I SEPERATOR Z o " 828 HIGH, •� / REMAIN AFTER / / / / /� 1 97 8 STABILIZATION I / 1 1tr) J TWO FEET BEHIND THE RIGHT OF WAY FOR FUTURE UTLITIES - I 50. p' 98 2 �;� 0�p,�� of ,� ' • ,: • . 0�� / INSTALL 100' SLEEVES / / // LINE FOR SAFETY BARRIER AT 1 - 12" C900 L ' h �, 98.6 R-,9, 6 �, � D • � 3 I J I STORMWATER MANAGEMENT POND. 1- 8" SDR-35 L=8' I J "� s ® C D TOP=698.3' I I N I �' os9 Z 45' WIDE s n / • 6�� J COORDINATE WITH VDOT FIELD 3 - 6" SDR-35 INV= 691.3' � 3 I1lLj 1 I INSTALL A 2' WIDE BY 2' DEEP INSPECTOR. INSTALL GR-9 AT END OF J i Ae FRENCH DRAIN IN THE POND BOTTOM. GUARDRAIL ON MARTINSBURG PIKE Io 1 Sys oo� 99 / LINE TRENCH WITH FILTER CLOTH 3 I AND PLACE #57 STONE.000RDINATE ALL SPOTSHOTS � WITH VDOT FIELD INSPECTOR. LI g B 4-I ~ ' I 1 ems. SHOWN ARE TO DRAIN MUST BE INSPECTED BY TOP=695.9' -- 1 1 THE TOP OF CURB FREDERICK COUNTY PUBLIC WORKS NOTE: CONSTRUCT POND AND INSTALL INV=692.4' I 9I , 1 „� �5� 9.4' / I I �I�►I��I / I PERMANENT SEEDING PRIOR TO ANY I 1 J �� 0 99��s�.r gg3J I -I V) I q l I I I OTHER LAND DISTURBING ACTIVITIES. I °' / I 3 I V)izl I/ I I 1 I + SS'R 0 PUMP 3 I I I / I 1 1 15' BRL ``'� 4? I I''' I I � NATION II - - _ - - HI I I I I ' 96 6 ,96 _ - - - - - - FORCE SEWER / I r ST(76�'IP� HERE 25 2' t-22' -N-5849' 12= W- - - - I I I r6 I I FUTURE DI-38 15' BUILDING SETBACK I I I' PARCEL A (REVISED) TOP=69J I I I INV=692.9.9' 1 1 1 3 I I 11 I i 19 I I 8.4547 ACRES I I I j I j W'II I I 9j N�z 3 1 j 1111 ZI II I J I PARCEL B (REVISED) 1 ,, IX xl" (DD I \1 I znZ I I I�� I I I 1.3206 ACRES I I (3�sNf� MOVIE SCREEN OFFER I L 50' ACTIVE B\ i J CC)�� z � 1 �m I� 1' Icu I� i Icu �--150' INACTIVE BUFFER CATEGORY 'C' BUFFER REQUIRED. \ X ors 1 1 LANDSCAPED TREES ARERTONBERDSTING MAINTAINED. I 100 11 , I c 00 [ 1 15' BUILDING SETBACK- z� EXISTING TREES AND VEGETATION PROVIDING BUFFER- _5' PARKING SETB-ACK- ly- �_-- 3 z I I I i� Moog' 5 LUMt3�t2 & PUILG i?INppLl{;5 54A-I-51A I M0012F_'5 LUM P & 13UIL-t21NG 5WPL-I�5 co w I (cD I ZON�b tz}' -- , 1_P-4 125'f OF 6' TALL WOOD PRIVACY FENCE ZON�r7 Z 3 1353 TO BE INSTALLED ALONG THIS w _ _ _ _ - - - -- - - I PROPERTY LINE AS PART OF CLASS C C) a l 1 411 I :Z BUFFER SCREENING REQUIREMENT " I 1 I ;� M 120NA1�t2 I'ACKAIZn, 51Z. � I I I I I 54A-I -31 w w l I I I I ZON�l2 w I I 110-15 TYPICAL SECTION OF w TURNING LANE TYPICAL w ROADWAY TAPER WITH SHOULDER HEAVY DUTY CONCRETE PAD o SECTION AT ENTRANCE J TYPICAL SECTION Z NJ.T.S. AT PUMPS AND OVER TANKS � � w N.T.S. I w o w o 8" THICK, 28 DAY COMPRESSIVE STRENGTH CONCRETE. a a 4000 PSI (3" +/- 1" SLUMP, 4%-6% Al.) WITH 1 /2" 12' 14' VARIABLE ° • • • DOWEL BASKETS AT CONTROL JOINTS ON 20 CENTERS a 12' VARIABLE 4' 4' BOTH WAYS, REINFORCED WITH #4 REBAR AT 12" GRID. U- 3:1 SLOPE (Max.) \4' 21-A STONE • ° `a CONSTRUCTION JOINTS WILL BE FORMED &DRILLED FOR o CROSS SLOPE = 1 4": 1' o w ON SHOULDER ox� 12" X 1 /2" DOWELS AT 12" ON CENTER. FILL JOINTS. III I w CROSS SLOPE = 1 4":1' M g CG-s I -� n _ SLOPE 1 ": 1' S�pPE l 6" OF VDOT 21-B STONE COMPACTED TO A MINIMUM 1.5" SM-12.5D - - X 2" IM-19.0 III -I a J=1 i i-� =III X 1.5" sM-12.5D - 1 95% STANDARD PROCTOR (ASTM D698) __ ____ w 4" BM-25.D I-1 I ; ,III, ; II I I=1 I=III-III, ; ,I �, ; I I, ; II I I III- w 2" IM-,9.0 I I -III -III -III -I 0 6" 21-B -III III -III- - - III I o 4" BM-25.0 I I I I -I I I -I I I -I I I -I I I -I I I I I I IIIII-III- ' '� I -III -I i I -I I APPROVED SUBGRADE 6" 21-B 1I- U U x COMPACTED SUBGRADE X 12" a' LLJI COMPACTED SUBGRADE �. REMOVE f20' OF EX. 8" GAS PIPE STUB. INSTALL THE FH INSTALL ° MARKER JUST BEYOND THE RIGHT OF FHp WAY LINE, AND BEHIND THE INV OUT = 692.29 EX 8'I STUB OVERHEAD POWER LINES --�-- . WV WV ----_EX 12" WL V IN 693.07 GAS MARKER C I 0' 20' 40' �.' WV CE CONSTRUCTION ENTRANCE DD DIVERSION DIKE SE SET FENCE W/O WIRE SUPPORT ST SEDIMENT TRAP CI CULVERT INLET PROTECTION RR RIP -RAP 54-A-36N P012>' COLI.,IF-IZ 61ZOLF ZONF12 MI \_j H OF Vi MICHAEL M. ARTZ v No. 1951 Cq ` y0 PLANTING SCHEDULE QTY. COMMON NAME 8 WHITE PINE 8 FORSYTHIA 8 PIN OAK 0 36 SUGAR MAPLE 0 REMARKS MIN. 4' HEIGHT AT PLANTING MIN. 4' HEIGHT AT PLANTING MIN. 4' HEIGHT AT PLANTING DANIEL MICHAEL No 028947 .oOF SSIONA� E� TYPICAL SECTION OF HEAVY DUTY PAVEMENT FOR DRIVE AISLES LOCATION BUFFER SCREENING BUFFER SCREENING BUFFER SCREENING ROAD PERIMETERS & PARKING ISLANDS 2" THICK SURFACE COAT (SM-2A) 4" THICK BASE ASPHALT (BM-2)' 8" OF VDOT 21-B STONE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR (ASTM D698) APPROVED SUBGRADE z ao h0 cl- Go I o +� LW I i �o o C�LnL r-- CAW z z N cal >x I 0 w w Q CD O 00 j I N 4-4 w O L Ln z o CD 'd CD Ln •� cn z - � � LLJ � w � � z w w Q w s � z Q o>�z w c-D 27 LLJ �z w CD w z = � (� Cn z w CD w V o = L1J ~ cl� w � w CD E o c Q) U E E cn c a� U a� L E E c c cn 0 it z O U 0 a_o L L :3 C Q) c 0 O Q IJ_J _0 Q) F__ 0 •� 3 a� > > 0 >�.�o D N � 0 C) a� 0 J 47 U) -0 N (n -0 N U) 7U N U) 0 > > > > U)irlrQ� 0-1 C3 N 0 O 0 O 0 O 0 0 N w r N Sri N cD N ai r` 0 > 0 > 0 > 0 U Q) cnzzzo CHECKED BY: MMA AUGUST 6, 2001 SCALE 1" = 40' SHEET 2 OF 4 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT L FLOW OPTIONAL STONTE COMBINATION _J2 h� FLOW .5' eVDOT /3, #357, #5, #56 OR #57 COARSE AGGREGAITE TO REPLACE SILT FENCE IN " HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Streets and Va. DSWC 700 695 30'-18"ADS 1.0% 685 CLASS I RIPRAP TEMPORARY SEDIMENT TRAP SEDIMENT TRAP ANALYSIS: MODIFIED FOR THIS PROJECT 1' VARIABLE DRAINAGE AREA = 2.75 ACRES ORIGINAL WET STORAGE VOLUME REQUIRED per GROUND 67 cubic yards acre = 184.25 cu. ds. = 4,975 cu.ft. ELEV. = 695' y P Y 1.0' 67 CU. YDJACRE DRY STORAGE VOLUME REQUIRED = 4,975 cult. r o? VARIABLE, 67 cubic yards per acre = 184.25 cu.yds. = 4,975 cu.ft. EL=693'A- (EXCAVATED)SEDIMENT TRAP DESIGN MEETS VESCH STANDARDS. 67 CU. YDJACRE - 4,975 cu.ft.It 3' FILTER CLOTH ORIGINAL EL=690' .. GROUND ELEV *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X 2.75 = 16.5 DIVERSION -� DIKE Wr COARSE AGGREGATE EXCAVATED / FILTER CLOTH AREA ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) PLATE. 3.08-1 SOURCE: VA. DSWC 100'-15"ADS ® 1.0% 100'-15"RCP CL3 0.5% PLATE. 3.13-2 c� z Cn (n ck� CD Ln w J 680 .�- M N >w> W m 4 4 ,-- rn m tf) N rn m m N rn Ld N � °o M ; M 00 II C cfl II CY) O O = II II ~ N Z Z O It ~ N z CD N ~ N (D+ > + + W > > > Z Z Z + W > > Z Z - + + W > z CD 675 CD CD J J N N _I 0+00 1 +00 2+00 3+00 NV I ES '. TfAS ITEM MAY aE "RfCAS' OR :MT N PLACE- R. "ON1,W't TO M (.LAbZ A,J R' EAST N PLACE., 44M M IF PRE AST 3 CCNteM4'laFf GAAB It GL'T VR I4A04 A 'RAM,5 OF 30a FEET OR ' L5S tin •AG FAC L OF QtF $4&L BE PAC F'Mt AS RADW C-1MBNATION ,, ,AS M ^.UTTER. ♦. roR •IS[ R9?M STABLIy'E.',^- OPEN-4 -D atMhACt AtiEA TttE 301oM OF rf CURB AW OUTTER Sae" BE C004TRUMO PARAL,EL TO TW SLOPE OF SUORASE S'ri'JMS AAD .O ' W DEPTH OF ,rE PAVEIKW,. S 'tee strte M,AY sF ;:SEC aM1+E,4 I}E5{GN $off0 IS AO UP" ^R -E55 ON RURAL AGHWAY5 NQ 45 MPH ^A __� -...:` c LE3$ °N DCVROPE w':Bµt a St."SAh ARFA�. tr THESE DES SPFF:tS APE / �10EF0& STANDARD ;5 R€�.)WEL i m I a r ,. TIE BOTTOM OF HE CAAR ANL CUTTER M►Y BE C:7N5TRt.ta TED PAnA;_V� Tr -w s, irF. oF rs MANTAeED. THIS AREA MAY aE •.iX:t:RE?E AT -!t OP?:DN OF THE QG IRAC:10rr 3?ECSFp:ATI(1N COMBINATION 6" CURB & GUTTER 7os �-'�` 502 V!RGt" 0fPAR'1_Jar (IF TRANSPORTATION, aT� PIPE OUTLET CONDITIONS A A PIPE OUTLET TO FIAT AREA WITH NO DEFINED CHANNEL PLAN VIEW �~ L a I 0 % y SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERO[EfER A A 3do (MIN.) do PIPE OUTLET TO WELL DEFINED CHANNEL PLAtVIEW L a -� o r. d SECTION A -A T FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED TOE REQUIREMENTS FOR BANK STABILIZATION FILTER CLOTH UNDERLINER (PREFERRED) GRANULAR FILTER USING PLATES 3.18-3 AND 3.18-4.""'--- 3. d = 1.5 TIMES THE MAXRIUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 SOURCE: Adapted from VDOT Drainage Manual !r dial odvx m 4o aleel and pakned yellow 16• dial ooncmte enceserrmt dkscUon of aattklp AID be approved pda ID frrOeNalbn as negtarad I r-calcrala pad 1'4• sq. X 9• deep aasw type adJllalabla vtahs bCK � boalor marbr nrac>tartloal Jorn allAllat trio afatlt Ir bm id FIRE HY e RANT ASSEf,IBLY I- I ''.. 7 x r4tt .�pro•t:.� xyr+a J.T,,:S ? De J*: N L.r ) f`P6fee 1 s:e•atn �e7+1_x -. 't v � qt1 r ij & I ' -. �: ..i.. __ `Y 1P. d \X; I t '. VI� - ): ^ [ P. L 11 ).Jr•�.s r[ t. ter; '`X �T,tW,,,� fi•rt to ^ A ,i -J _J i •' SECTION C-C PLAN VIEW ' n r IY: Af e� !wg rrlan:e rc@'f. Gnnot aGf .rtHA:•i0!a ._. r� _ c •;u e 5•�r- d .�:, tr ,�• ... „S • r.rxs oa'.,epaea least ... ^"I '��t ��?e_..a..- `� :ne" �� .. . � • t., +,,. rt• tt a :M ac ana.i'4 bt I:rrrr,nec t; ._ Mal *e -.0•a4 _ - ..._ �_ _ -. .... D tre MQr'C ee ,tptn St G-t -Wrc M: :cn we c'+ r'.h JDC'T !XL.3„!9, }BOAC'', .. _ n� .t-" f^.. TT ;,a [.,•-e. Y' t Min+v .-vve•+•an1 s•,a'ix cws': v. tee .. T M..,^ •r l,e ciiW .4"-e-'ep+ am to-xa-* tiaaa;.aftn rty�eea rma a,"e SECTIONA A t'a'-rYrVT�Y �t�r... iY be Guidelines for Grode Change D !Aadloc. ,p C• �amb',OOt:o" 'aG cp,ttv shCi--ot ua crr••t'r,:c ce. of vane tht P:"W ,ne E_a a . _r 'Jrt ,r'•r .. .. .. tr. t 3" + Ir u• fir.. •: fall). r,,.. 't tr. yr f,_.:t Me7�y. Sri:' '3'aMa d GC ca e.t--ed F, , c;.. ,7e _.d , .... r"v4'1'Vbe a-tY .. rit1U". +G>` ,ti Sete aad w.h 0-Oard .. tivn ;;r q.... ., {'P�,.;dw! C.., .; n3 0• r:,tr METHOD OF TREATMENT. � _ 'k • > CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES j - j4,g 'H:5 >nFf�T 4P£ It. AE(- NFT •i�"riiA 'P.FaK7M^y" i.t �ArrSr-aE'y-p� Prune out any dead or broken branches, I remove all tags, labels, strings, wires, etc. from plan. 2-3" mulch <\ Set top of root ball 2-3" Saucer 3 ' equal to or 1-2" .A above grade. Remove container; use sharp blade to make four 1/4"-1" cuts the length of ball and cut a 1 /4" X on bottom of ' ball; loosen compacted roots. CONTAINER GROWN SHRUB Prune out any dead or broken branches. Remove all tags, labels, strings, wires, etc. from plant. 2-3" mulch 2-3" Saucer Set top of root ball equal to or 1-2" above grade. Remove rope do burlap from root ball. SHRUB PLANTING DETAIL (NOT TO SCALE) 0 w w (n O O 0 _ O O 3' TOP OF POND = 695.50' 100yr STORM @ 692.95' 10yr STORM ® 692.26' 2yr STORM ® 691.82' 24' OF 18" RCP CLASS 3 ® 3.125% INVERT ® 689.50' - 25' 20' W Q 0- w w STORMWATER MANAGEMENT POND (NOT TO SCALE) STONE CONSTRUCTION ENTRANCE 70 MIN. EXISTING A -^3 PAVEMENT 5:1 FILTER CLOTH 6" MIN. A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION XISTING GROUND 70' MIN. B VASHRACK 10' MIN. _^ (OPTIONAL) .,r * � 12' MIN. :1z '� IN�<< EXISTING PAVEMENT T VDOT M1 I ~� POSITIVE DRAINAGE C' 10' MIN. COURSE AGGREGATE B TO SEDIMENT '- TRAPPING DEVICE " MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION A -A RE SECTION B-B PLATE. 3.19-1 SOURCE: ADAPTED from 1983 Maryland Standards for Sail erosion and Sediment Control, and Va. DSWC Plate 3.02-1 a z ►-� z ^ I 00 �0 00 w • 1.4 C:) ;., z O L1J r•+ W %Q c)- �- O Ln z z L cN�1 X I C::)�J W Q O C):� -< Q 00 rV1 C > � U M fY LLJ N 4--I LLJ fY Q W z O O 1-- C� P-4 3: LC) N 1 iJ ,c �w W Prune codominant leaders---<-�- DO NOT purne terminal leader or branch tips Prune rubbing or cross branches -- -� W < W Prne narrow crotch angles S _ and water spouts z Q --Prune broken branches O > I z Remove tags and labels- W J W F-CD U� Prune suckers O F- Cut away all balling ropes 2" - 3" mulch kept away from trunk C111 Q-\ Q z Remove top of wire basket 0 (_ :::D zLZ L,_ <1C Soil well to contain water Q z = U \ <C LL O n% ) ` UNAMENDED backfill soil W O W C I-_ W �� •• Partially backfill, water to 0 Widen and score hole wall �j� settle soil, finish bockfilling O -, W Remove container and cut circling 9 >vvi = ' +` '�: t'» Area for water drainage (pipe or tile could be installed) roots if container -grown, or as much��%-° O burlap as possible if field -grown Leave solid soil pedestal - do not LL_ dig deeper than ball depth Dig hole 2-3 times root ball width I TREE PLANTING DETAIL (NOT TO SCALE) TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC 4.5' min. t� �PLT H Of- MICHAEL M. ARTZ v No. 19511 00.No SUR`l�y_I Comnact.ed Soil T H;�O�`� , f� DAN K..' MICHAEL No. 028947 V\ 'SSfONA� 1 ? C a) E o C U E LE O Q L (n C C N U E L E a) C C li O U (� z O a a Y L a v O a ° 0 Q W (D O� v 3 > > 0 > 7 d .0 a) O a) a) Q L_ a) 12 W U) a) m a) (n Q) (n > > > > 1n Q� !Y O clJ O O O O O CDN o O TE 3.09-1 W Q �Iri�� N N N f� Q)l > O > O > O Q) U,Z Z Z 0 CHECKED BY: MMA v AUGUST 6, 2001 SCALE: NA SHEET 3 OF 4 Vo x TABLE 3.31-C TABLE 3.32-A (Contuwed) TABLE 3.32-A CHARACTERISTICS OF COMMONLY SELECTED GRASSES CHARACTERISTICS OF COMMONLY SELECTED GRASSES TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTH" SOUTH" PLANT SPECIES 311 5/l 28115 2115 5/1 9i1 CHARACTERISTICS Acre 1000 ft z to (0 W t0 to t0 4130 8/15 11/1 4/30 9tl 11115 OATS 3 bu. (up to 100) lbs., 2 lbs. n, X - X - Use spring varieties (e.g., Noble), Av a rtiva) not lest; than 50 lbs.) RYEd 2 bu. (up to 110) lbs., 2.5 lbs. X - X X - X Use for late fall weedings, winter Smile cereale) not Im than 50 lbs,) cover. 'Tolerates cold and low moisture. GERMAN MILLET 50 tbs. approx. 1 lb. X - X - Warm -season annual. Dies at first (W-aria 'tam io) frost. May be added to suminer mixes. ANNUAL RYEGRAV 60 lbs. 114 Ibs. X X X X May be added to ruixtb. Will Loliu multi l�ontm) mow out of most stands. WEEPING IS lbs. 5'A ozs. - X - X Warnrseawn perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes (Eraitrol curvifla and acid• infertile soils. May he added to mixes. KOREAN 25 lbs. approx. 11h X X X X Warm sill annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be -deza s i c ) added to mixes. a Northern Piedmont and Mountain rregion. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. c May be used as a cover crop with ;spring seeding. d May be used as a cover crop with ifall seeding. X May be planted between these dates. May not be planted between these dates. TABLE 3.32-A (Continued) ICHARACTER[STICS OF COMMONLY SELECTED GRASSES c C ro a COMMON NAME , 9 u u MAINTENANCE REMARKS :0 (Botanical Nat") o_ p a A 0. RE•Q'UiREMFNTS > m v 0 6 c � E� = L C C] Old v. y o � REDTOP (Agrostis alha) P C 5.8- 10 65-85 G F L PD 5m Win tolerate pclor, Does well in No 6.2 infertile soils; deep erosion control nanted rooted. mixes - not for varieties. lawns. Low -fertility Fast-growing, No WEEPING LOVEGRASS P W 4,5- 14 65-85 F-P G L-M SPD l,Sm requirements; warm -season named (Evagrostis curvula) 6.2 excellent drought bunch grass. varieties. tolerance. Excellent cover for erosion control. AERMUDAGRASS P W 5.8- 21 70-95 P G M-H SPD L8m High nitrogen Common varieties See (Cynodon daetyton) 6.2 hulled utili2ation, excellent used for erosion current drought tolerance. contml. Hybrids VC1A Some varieties used for fine turf. list. adapted to western VA. ORCHARDGRASS (Dactylis P C 5.$- 18 60-75 F F M SPD 625K Does best on welt- Good pasture Virginia glomerata) 6.2t drained, loamy soil. selection -tray be origin or gn zod. Potomac KEY A = Annual P = Pe.remial C,-Cool Seeason Plant W = Warm Season Plant G = Good. F• = Far P - Poor VP = Very Poor H = High M = Medium L = Law SPD'--SomewbstPooAy Drained MPD = Moderately Poorly Drained PD = Poorly Drained VPD = Very Poorly Drained TABLE 3.32-B r`trAWAr-r> FCT1rc nc UPM 1UF4Z APP•ROPRIATF FOR FROSIO:N CON'CROL 7.2 MAINTENANCE COMMON NAME E � ' C: REQUIREMENTS REMARKS u (Botanical Natne) = '. ,� .. J > C E _ A c, tY E E U � -•� J- U 7 U _ 4 � C > :1 a v < O - :� f `p Better suited for Ky 31 TALL FESCUE (F~estuca P C' - S.�- _ 10 14 _ ti0 85 F F M 5 SPD 5 ' 22. k Lo w when used for erosion control arundinacea) 6.2 erosion control; high and rough turf when used in lawn SI)piication. Sex TALI. 17ESCUES (Improved) P (1 5.5- 10-14 60-85 F G ki SPD 220K Responds well to Excellent for current 6.2 high maintenance. lawn and fine VCIA turf. list. Needs fenile soil, Excellent for tine See KENTUCKY BLUEGRASS P C 6,0- 14 60-75 G P M SPD 2.2m favorable moisture• o turfs -takes traffic, current (Poa pratense) 6.5 Requires several snowing. Poor VCiA years, to be co= well drought/heat list. established. tolerance. May he added to . See PERENNIAL RYEGRASS P C 5,8- 7-10 60-75 F F M-H SPD 227K Will tolerate traffic. mixes. current (1 �oIIum perenne) 6.2 • Improved VCiA ' varieties will list. perform well all fir• KEY A = Annual P = Perennial C = Cool Season Plant W = Warm Season Plant G = Good F = Fair P = Poor VP =. Very Poor H = Hi-'- M = Medium L S Low SPD = Somewhat Poorly Drained MPD = Moderately Poorly Drained PD = Poorly Drained VPD = Very Po6dy-Drained c MAINTENANCE COMMON NAME _ �' N °� o REQUIREMENTS REMARKS Z5 (Botanical Name)lei �� n 5 C P C ? qj p C > J S A O In p. o 3 6. A � i•- �, P C 6.0- 14-.21 70 G VG M MWD l 1.01K Dots beast on well -drained Excelleut for steep, Pen igift CROWNVETCH 6.5 soils. Minimum rocky slob. Produces Chemung (Coronilla varia) maintenance when colorful bl(x)ms in Emerald established. May need May/June. Slow to phosphorus. Inmulation is establish. Does best "s ntial• when skied in spring. SERICEA P' W 5.8- 21-Y-8 70- F VGy L MWD 335K (haws in most well -drained Use hulled seed in Serecia LESPEDEZA 6.2 85 soils. Low fertility spring; unhullW in Interstate (LAzli dent cuneata) requirements. inoculation is fall. Very dcalr-rooted essential. legume. Excellent choice for eastern Va. FLATPEA (Lathyms P C 5.0- 14-28 65- G G L PD 15K Needs lime and high Tolerates acidic and Lathco srlvestrus) 7.0 75 phosphorus. Good shade wetter soils better than tolerance. other legumes. BIRDSFOOT P C 6.0- 7 65- G F M SPD 375K luoculatiou is essential. Gmws better on poorly No 'f REFOIL (Loins 6.5 70 Grows ,in medium -fertile, drained soils than most named corniculatus) slightly acid soils. legumes. Prx,r drought/ varieties. heat tolerance. KEY Annual P = Perennial C = Ccxot Season Plant W = Warm Season Plant G = Good F = Fair P = Popr VP =Very .Pour EI = H •Medici n L =' Low SPD = Soirtt-_whsl''Poorjy Drained ;MPD = Moderately Poorly Drained PD = Poorly, Drained VPD = Very Poorly_ Drai n TABLE 3.32-A (Continued) C14ARArTFR1cTTrc nc f-nIkA&4nkn it ctt: r 4 y COMMON NAME 93 J6a, u MAINTENANCE REMARKS (Botanical Nance) p b �� o u o REQUIREMENTS � 'ob : fn C. 0 C; G y : E~ 3 Q w v; t �"o Grows well in sun or Excteds all fige Reliant, HARD P C 5.0- 10- 60- VG G L MWD 400K shade and Aill tolerate fescues in most Spartan, FESCUE 6.2 14 80 infertile soils; tests. Excellent for Aurora (Fastuca improved eiisease: low -maintenance Longi folia) resistance. situations. Tolerates shade,' dry Poor traffic FINE CHEWIN`GS P C 5.0- 10- 60- VG G L MWD 400K infertile soils. tolerance, lees Flyer FESCUES FESCUE 6.2 14 480 thatch than other fine fescues. Low to medium Spreads by RED P C 5.0- 10- 60- VG G fi_ MWD 400K fertility requiretments_ rhizoaws, tillers Lang - FESCUE 6.2 14 80 Requires well -drained and stolons. Will fellow.. (Fe stuca soil. not take traffic - Victory Rubra) very shade tolerant. 1., No REED CA NAR YGRASS P '' C 5.8- 21 70- G G M-H VPD 530K Do not mow closely or Conservation named _(Phalaris aoundinacea) 6.2 85 often. cover in wet areas. varieties KEY A _ Annual P-_` Perennial C - Caul Season Plant W = Warm Season Plant -G = G(xxJ F = Fair P = Poor VP = Very Poor H = High M Medium L = Low SPD = Somewhat Poorly DrainM MPD = Modcrately Poorly Drained PD = Poorly Drained VPD = Very Poorly Drained • --- _ _ __ __- �-,-.,-. -.�..-.. . ,.ems a, avv • ury veaAJV LJ G O li COMMON NAME 13 MAINTENANCE (Botanical Name) u 0 � a° REQUIREMENTS REMARKS > L)E 0tv Ix2 E_ x 0 ' 3 .� vi ANNUAL RYEGRASS A C 5.8- 7 60-70 G P M-14 SPD 227K Will grow on most Virginia Suits. Do May be added into No (Loliurn multiflorum) 6.2 mixes or named not use in tine -turf established alone varieties. i areas. as; temporary i `V(__ cover in spring and f d). RYE (Secale cerexle) A C: 5.3- 7 55-70 VG G L-M SPD .18K Will establish in May be added Abruzzi, 6•2 most all Virginia into mixes or Balboa soils. Do not use in established alone fine -turf areas. for. late falllwinter cover. FOXTAiL MILLET (Setaria A W 5.8- 10 65-85 VP G M MWD 220K Establishes well Mae be added to Common, italics,) 6.2 (luring summer. erosion -control German Very tow moisture mixes or requirements. established alone. EX 1, 1 A = Annual P = PerenniaJ C = Coot Season Plant W = Warm Season Plant G = Good F = Fair P = Poor VP "=- Very-Pgot" • H = High M = Medium L = Low SPD = Somewhat Poorly Drained MPD =.Moderately Poorly Drained PD = Poorly Drained VPD = Very -Poorly Dmi.nted •_• . . , � , •.. - . -!,.s� a F flaw• * `•a•r .. c••so TRAFFIC - TOP VIEW ._ ra,t .. •r •roe ELEVATION ax• 0 ^ TRANSITION FROM GR-9 TERMINAL TO WEAK POST GUARDRAIL j-+ j 1 Ai♦ • II , tit 1 i urea,. ��. �' NOTES: J .,.. �. r:l , . p,•,. _ cod _ •r.• .<: e.i1. �` r..•_: t -+Ir i! < e u1r0 , v. r�i: . } .! TAPE APPLlCAVON SIDE VFEW PLC SLUG INSTALLATION rblr-s , n P e le h•G tc µuS 1 1 C••.r�• ' Ail. L'.Om .J• .•+Li .•�.rK,l1�� j1 ,q 1•T le - i• 2l;.i .'1" •1 o-.y ..'O�. Yr� 71•� ire '.AT h. ... .1• i-:;. Mnu:a. ' (< 04nr. 3!1'+ ]a ^C•u, )C!�rCq t,. .• +'C6•f ay,v'.J .. )l c,r, a NOSE. COVER IN-t;ar� '+A,aitUa fP. ev e•y,ls<1,PW1 r krrrny .,�•c , >rmo-.9. a ea < ..a. ; ,n,/ .nm . ,, .•• DE T ANL !, /eau -.:p: : e! .fe,. •:. a,ne,:,c•, o-.,ri•11 ee. _r,t1 qt,•., ,.eannct,o, . '.J: ,..•:fen 1,/l:,, lee :,.'ltvldv:l +•0^,Jf 7l ••i •. � (ip•'! ALTERNATE BREAKAWAY CABLE. TERMINAL NO FLARE � S•1• a 1.: �`4= ' M! ':' :yt : Ne).3h:iF • J :Jk .'•a ;SS ;1.E.,rt•5( +r'F9 a tr[•raua yy •g .. }t.'•+!. c+(f1 A1L.A Y�.:MID,!.. L �a z �a z d ono J Vr �✓ � j- •�F-,alw tY F- V)totoU �-- O- O I L0 l V }z- :Z x I CK Q t= 00 aS U) cU) 0 co of Uj 4-4 Owt; Z H-- >`t �Z�O C •Cd F-4 PO C "N W Iw- i W Z Z w U-1 CK to I- J_ W Q - r_1 _J -I Z Q LaJ 0 Cr LO ce_ Nil III QZ �o �_j _-D Z W _1 0 W_t� _<0 � v zWY l Uj ` of _ U-1 U) Q U Uj of CD Z � J T Off' W Nof Q� (D �IiC1'1AEL � ,.., I I. I,1 l l. I I I I 11- ., l •,I I 11 II II 11 II 1( ll II J Li v Li !J v Li GR-2A GO-2 r.•,,xrlra a ol�;r, t+,:.- o-. F!a � see r, 9(,•.nr.:rin.e arT n-e -nn t �ol�sT•e'Sn nq ro t{rrc%:, . ant: M Merleo p, s•e L! y,.av 1�v iel7.'e if r,oSt ^.W r1M<+O.�Y: s-e er'-rt nC Jl! f5 F- sam..x nl fire, F.irne•1. Fco F:hce .:.a�•nl. M 6+o,n flat. .F ;a9:• rr.n "so<. ated 4a oa • &to suet roe ±0101 ]r"7 tw 02 .. t•.o Nv ru 7,:tr.ar.•ic Velt lxv. for B:OMY.!C ;P-2 •9 1220 ,-n•, for '>4: . �r•.aa c x •ass 1„a^ t.2: •!... an.:r rc 1.;1 3Q4o q v+o4tp!e Hp•F'r•*+,+.!:T •-.r 1.. ••r�l ..,:p cv •rj le,. tys, tO.re , 46 4 r rt'f �Flr�i•tp_ - _ F;rE�zhGf, STANDARD BLOCKED -OUT W BEAMGUARDRAIL1STRONG POST SYSTEM) SU. v,+Gr.0 ?i:NARi+/r.":I Cf iR.L`1:'iC0'At14tt :)nES�i :,'•rE.Ttrtitit •1^'.v, 1LL: C,+.Etiil'1Y4 7.* TltS ir.f,'i T ARE IN us, ,.TF,1lTS s4i n• ■ to C O E .�+ O tJ a�i E N C O U O m E an E 4> c _L_ tJ 0 •C c Z a, Y o c 0 ai Q. - o (Y a� to o3'®Q eta. VOL rtr tY ?' 0-0 '> :) (L rn cc 0 v-vvv•v J 0 m 0 m' , _ eu ar rb ar inXOfirW_ r 0 O N N N N N f\ ' n 166 f7i t� v > > > t) toZlla CHECKED BY; MMA . AUGUST fi, 2001 SCALE 1 " = 40' ' SHEET 4 OF 4 / / EXIST DI EXISTING ENTRANCE TO BE REMOVED. / TOP = 693.69 INSTALL NEW CG-6 AND TIE IN TO / INV OUT = 689.54 EXISTING CG-6 / INV OUT = 687.91 DETENTION FACILITY TO BE G/ LINE �•>" A ^ - I •o� INSTALLED AS PART OF PHASE 1 EXIST DI �t'a r r `Cl TOP = 691.96 'j'\ J INV IN - 688.26 \ POSTED SPEED LIMIT = 35 MPH TARGET \ Q' A=472.55' // //jai/ \\ - .\\\sX695.0 R=1869.86' B=N 3TO4'14" E C=471.30' (* AAt20N ZLIMIZA&AN / / EXIST.CONC. TBR\ ZOwV M2 43 A 31 ZOW2 MI ✓ / / 5I"IAM P-Q PAAF'NT CO., INC. TBM = BRASS CAP #G336 / F \ \ TqA x696A SEE DETAIL FOR REQUIREMENTS FOR ELEV = 696.46' MSL / / S- S� P� PAVING OF ENTRANCE, TURNING LANE, & TAPER / / ��/ f \ . \ \ x697.0 STANDARD OBJECT 0' 50' 100, 150' 701R \ \ \• p6, CG-6 �\\ !-- Sg CO ER CHAIN LINK FENCE TO BE INSTALLED ZIL irr VI�, 3 j \ �� x698.8 SEE SHEET 2 FOR GENERAL NOTES A EXIST. T EATRE p S SO / CG-6 SECURITY x 1.9 �4 g FENCE & GATE 5 � ST S r 6F ® INV OUT - 692.29Ul 1' WIDE CONCRETE STRIP (TYP)CFO \ \ \ �� TARGET 17 INV IN = 693.07 7.0 op ' / / �' o :.•:_ ARC ST T \ ZI / OO� i� e 4 C l , 7 \ 3 \ Zy J �, . _ _ ._.._ / MA . A T7 5 V r1 d f \ Z �d IS"Hr � , 77 h ` �`A�;5 170NA A2 IpAGKAM, 5R. TRIP GENERATION: �t,� �`'� ZCWI7 W SIMKHOVITCH PROPERTY: TRAILER STORAGE FACILITY 1. CATEGORY: WAAREHOUSE (ACRES) WEEKDAY: T = 52.368(XO + 121.288 X = 4.84 ACRES T = TRIPS/DAY X = N(0. OF ACRES IN THE SITE TOTAL: T = 52.368(41.84) + 121.288 = 374.75 TRIPS TOTAL = 375 TRIPS/DAY (WEEKDAY) 2. CATEGORY: GENERAL LIGHT INDUSTRIAL (ACRES) WEEKDAY: T = 42.223(XO + 263.112 X = 4.84 ACRES T = TRiiPS/DAY X = N(0. OF ACRES IN THE SITE TOTAL: T = 42.223(4E.84) + 263.112 = 467.47 TRIPS TOTAL = 467 TRIPS/DAY (WEEKDAY) WITH THIS TYPE OF FACILITY, THE ACTUAL NUMBER OF TRIPS WILL BE LESS THAN A NORMAL INDUSTRIAL OR WAREHOUSE USAGE, THEREFORE, IT IS REASONABLE TO USE THE LESSER NUMBER OF TRIPS. TOTAL TRIPS: 375 VPD TURNING LANE TYPICAL SECTION AT ENTRANCE Z N.T.S. -' 3 I O 1 12' 14' VARIABLE w 3:1 SLOPE H - CROSS SLOPE = 1/4": 1 CG-6 5" SM-2A -,� - -- --�I4� 0 3- BM-2 I -III I I I I, i t Fir -I I r 1 11-,111- ;111 11 I� I l l l_ 8 21-8 U x COMPACTED SUBGRADE - w I(Max.) CS` `, 43 ss sy 73 9Z,_ �lj \ 44 (s l3" \ qct/LF � o�FFcT F o Q 5, N UFF Fp \ �, R 00. \ N i / 6' TALL WOOD PRIVACY FENCE TO BE INSTALLED ALONG THIS ti PROPERTY LINE AS PART OF CLASS B & C BUFFER SCREENING REQUIREMENT M00W' 5 L.LIMIMP & � ALVING 05 • \ \ ' ROADWAY TAPER WITH SHOULDER TYPICAL SECTION N.T.S. w Z - w v 1.5" SM-2A w 3" BM-2 --- O 8" 21-8 U WI COMPACTED SUBGRADE U.T27-TIll " 1 1, � 1 1 1 � 41 1 1-1 1 1-I 1 1- III-III-I11 4' 3' �� / ,rho• V_<(54 A �6k1 Foler COG ER azoUr ZONEV MI 2" SM-2A (MIN.) 1% MIN. GRADE \ COMPACTED SUBGRADE 8" COMPACTED 21-A (MIN.) ON -SITE PAVEMENT DETAIL NOT TO SCALE VICINITY SKETCH 1 = 1000 &1:1 Tr,Y PAINTER Mo.1s260 63�qoa A. VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALT_ GOVERN. V2, ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DA.P4>MENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMIPISTRATION AND VOSH RULES & REGULATIO V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONOF VDOT'S WORK AREA PROTECTION MANUAL.. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5, PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY T!-#E ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC; ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 1 1/2" SM-2A 3" BM-2 y 4 ti COMPACTED SUBGRADE 8 COMPACTED 21-A (MIN.) ENTRANCE, TURNING LANE, & TAPER PAVEMENT DETAIL NOT TO SCALE A. idzo • e CONCf4ETE ! d. BASE F" SUBBASE rrf STANDARD CG-6 CURB & GUTTER (NOT TO SCALE) DATE z z 0 c� Y U cV p w w 00 m rn¢o Z mom¢ LI o a w z MLLJ F- LO REV1510N5 I .JOB #: 995200 FILE: DATE: 10/29/qq SCALE: I"= 50' 1 OF 2 PROPOSED 48.40' 1T RCP CLASS III 0 1.50% INV IN = 689.50 INV OUT = 688.77 / EROSION & SEDIMENTATION CONTROL NOTES: SEE DETAIL / NARRATIVE: / THIS PROJECT CONSISTS OF DEVELOPING 4.84 ACRES OF A 10 ACRE PARCEL OF LAND INTO A TRACTOR- 1. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE REQUIRED DURING CONSTRUCTION AND SHALL BE / TRAILER STORAGE AREA IN TWO PHASES. THE FIRST PHASE CONSISTS OF GRADING THE ENTIRE INSTALLED TO MINIMUM STANDARDS AND SPECIFICATIONS CONTAINED IN THE 1992 THIRD EDITION OF THE "VA. EROSION AND / EXIST DI SITE, INSTALLING A PERMANENT STORMWATER DETENTION FACILITY, LANDSCAPING AND BUFFER TOP = 693.69 SED. CONTROL HANDBOOK" AND IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS EXISTING ENTRANCE TO BE REMOVED. / SCREENING, A NEW ENTRANCE TO THE SITE AND TAPER IMPROVEMENTS TO INV OUT = 689.54 EFFECTIVE JULY 1, 1996, INSTALL NEW CING AND TIE IN TO / PARK CENTER DRIVE, AND PAVING AN AREA SUITABLE FOR PARKING 63 TR i RS. PHASE 2 ' INV OUT = 687.91 f EXISTING CG-6 / WILL EXPAND THE TRAILER PARKING BY 78 SPACES. DETENTION FACILITY TO BE _�° � A PERIMETER SECURITY FENCE WILL ALSO BE INSTALLED. AT FULL BUILD -OUT THE 2 THIS PROJECT MAY BE DEVELOPED IN THREE PHASES. TO KEEP THE AMOUNT OF DISTURBED LAND TO A MINIMUM, INSTALLED AS PART OF PHASE 1 / GAS LINE SITE WILL BE ABLE TO ACCOMODATE 141 TRAILERS. THE EXISTING SITE CONDITIONS ARE CLEAR ALL LAND DISTURBANCE FROM EACH PHASE SHALL BE STABILIZED PRIOR TO THE BEGINNING OF THE NEXT PHASE. ® AND GENTLY SLOPING MOSTLY TO THE WEST TOWARDS MARTINSBURG PIKE. A SMALL PORTION Of � EXIST DI 3. SILT FENCES SHALL BE INSTALLED ALONG LOWER PERIMETERS OF STOCKPILES AND AREAS TO BE EXCAVATED, AS TEMPIORARY SEDIMENT TRAP TO BE INSTALLED. TOP = 691.96 THE SITE SLOPES TO THE EAST TOWARDS CSX RAILROAD. SEE NOTE 7 FOR SOILS TYPES AND CHECK DAM IS PERMANENT / o DESCRIPTION. THERE ARE NO SERIOUS EROSION PROBLEM AREAS ASSOCIATED WITH THIS SHOWN ON PLAT, PRIOR TO BEGINNING OF ANY CONSTRUCTION STRAW BALE BARRIERS OR SILT FENCES SHALL BE CONTRIBUTING AREA = 2.236 AC. TO REMAIN ATER STABILIZATION\� c�, d� / " INV IN = 688.26 PROJECT. PLACED AT ANY OTHER POINTWHERETHERE IS A PROBLEM WITH SEDIMENT MOVEMENT AS NEEDED. BALES AND FENCES TOTAL_ STORAGE VOLUME = 8098 CU FT \ / / .g J I SHALL BE IMBEDDED IN THE SOIL 4 INCHES AND SECURELY ANCHORED IN PLACE AS SHOWN IN THE "VA. EROSION AND TOP IOF EMBANKMENT = 693.25 _ / 4� J� \ SEDIMENT HANDBOOK'. MAINTENANCE OF THE SILT FENCES SHALL BE AS FOLLOWS. TOP (OF OUTLET = 6 \ / © 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY 92 25 DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TOP (WIDTH OF EMBANKMENT = 2.75' // ,` / �Ji �0 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM BOTT(OM WIDTH = 5.50' 0 2:1 SLOPE / END RUNS AND UNDERCUTTING. NO EXCAVATION REQUIRED. ST TO BE REMOVED / /? `/ / D 1 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME EFFECTIVE PRIOR TO THE / // / SHOULDER TO BE GRADED FOR END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC AFTER CONTRIBUTING AREA IS STABILIZED. / SHALL BE REPLACED PROMPTLY. /\ i �h• _ POTENTIAL FUTURE H 1 ' TAPE LANE 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE A-472.55' � \ / � • ST �3' � x695.0 EXTENSION WITH 100' TAPER /• REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. R=1869.86' / \ / j / 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER B=N 39'04' 14■ E / , / / _ REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND C=471.30' \ / / / �"*. �3-A-35 SEEDED. / / v EXIST. CONC. \ _ x695.7 AAI2OPI �IZMMI 4. A CONSTRUCTION ENTRANCE IS TO BE CONSTRUCTED AT THE LOCATION AS SHONW ON THESE PLANS 43A-29 ZOW2 P2 / TBR \ .. ZOI I� M2 OF V D.O.T. N0. 1 STONE (2' - 3" STONE) 6 INCHES THICK, 25 FEET WIDE MINIMUM AND 70 FEET LONG A FILTER FABRIC LINER IS REQUIRED UNDER THE STONE TO PREVENT DISSIPATION OF STONE INTO THE UNDERLYING ZOWW MI / Q a SOIL. WHEN THE CRUSHED STONE HAS BEEN COVERED WITH MUD OR HAS BEEN PUSHED INTO THE SOIL BY �pM� CO-TBM BRASS CAP / i / .`O \ ��D, CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPLICATION. Zo x696.4� �G336 ' � � �, �� SEE DETAIL FOR REQUIREMENTS FOR S, \ PAVING OF ENTRANCE, & TAPERS 5. EROSION CONTROL STONE SHALL. BE PLACED AT OUTLETS OF ALL PIPES AS SHOWN, AS SOON AS PIPES ARE �o o°� 3 � � yy :s7 �3! m W e7 W 3r o ipj ELEV - 696.46 MSL / / SFjB T INSTALLED. Z 6. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO ACCESS STREETS AND AREAS UNDER CONSTRUCTION x697.0 STANDARD CG-11 7. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF ANY TRENCHES WHERE POSSIBLE. / `�70 c, ENTRANCE Z / // / S 8. DURING CONSTRUCTION OF THIS PROJECT, SOIL STOCKPILES SHALL BE STABILIZED WITH TEMPORARY SEEDING AND BE o ^ ,�� I PROTECTED WITH SEDIMENT TRAPPING MEASURES. (J c� G� �'2• O Y 9. PERMANENT SEEDING OF DISTURBED AREAS SHOULD BE COMPLETED AS SOON AFTER FINISH GRADING AS CONDITIONS PERMIT PERMANENTLY SEEDED AREAS SHALL BE PROTECTED DURING ESTABLISHMENT WITH STRAW OR OTHER MULCH. w 00 (V o 0' 50' 100, 150' \ 06• w � / / 70'R r ., \ 10. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER - �" x698.1 FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. EMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN Q LA_ 8 � CG-6 \ \S tiF 191 LONGERSEVEN DTHANYS T030 DAYS. PERMANENT AREAS ERMANENTTSTABILIZOT BE AT ATION SHALL)AL BE APPLIED TO AREASBUT WfILL ETHAT ARAIN E DORMANT(UNDISTURBED) LEFT DORMANT OF OR a m ckf * MORE THAN ONE YEAR. OD N_ IAP 51.00 fR 11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY AND SHOULD BE CHECKED JU Ye AFTER ANY SIGNIFICANT STORM. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHOULD BE FERTILIZED AND z p Q m CHAIN LINK FENCE TO BE INSTALLED g ''` x698.8 RESEEDED AS NECESSARY. m L0 o o0 z w EXIST. THEATRE S 0�c 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE o M o 0 CG-6 SCREEN TBR O STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE DIRECTED BY THE O \� '�l O LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION SECURITY 'j 1 x 1.9 OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. FENCE & GAT'E j � x698.6 r / INV OUT = 692.29 S0 WIDE CONCRET� P) 9 x /�/ram T q((F •- \ � ,�maxx o W / >0 / / I INV IN = 693.07 90fF�r`FSSol v SS01 /� Z S4 GENERAL NOTES: O 1. BOUNDARY & TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY SURVEY l 1 PERFORMED BY ARTZ& ASSOCIATES ON SEPTEMBER 7, 1999. V 2. THIS PLAT IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. A' 3. UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN. �]L. b� d \ \ o• / 4. OTHER RIGHTS -OF -WAYS OR EASEMENTS, IF ANY, ARE NOT SHOWN. 5. H.U.D. FLOOD ZONE "C" - AREA OF MINIMAL FLOODING. Z 6. THE EXISTING SITE IS CURRENTLY VACANT EXCEPT FOR THE OLD DRIVE-IN THEATER SCREEN. J ` VEGETATION ON THE SITE PRIOR TO REMOVAL WAS BRUSH, GRAVEL, AND SOME GRASS. 1L.� ADJACENT AREAS WILL NOT BE AFFECTED BY ACTIVITIES ON THIS SITE ASSUMING PROPER < S S r0�� COLLlep LIROLF 1. SOIL ON COMPLIANCE E WITH CLASSIFIED EROSION AND EDERICKSEDIMENT POPLIMOENTOELO MS, 2 TO 7 PERGENT SLOPES. THE FREDERICK C t2orwL12 pAGKAt37. 512. ' ,�� 1 � �o, �o - `� 00 ZOIr-t2 MI SURFACE LAYER IS DARK BROWN LOAM ABOUT 7 INCHES THICK. THE SUBSOIL EXTENDS TO A DEPTH OF 60 INCHES OR MORE. IT IS YELLOWISH RED SILTY CLAY LOAM TO A DEPTH OF 12 INCHES. BELOW THAT, ZOt�t2 I2I' �`+ / IT IS YELLOWISH RED AND YELLOWISH BROWN, MOTTLED CLAY AND YELLOWISH RED AND YELLOWISH o U STORM WATER MANAGEMENT POND OUTLET DETAIL N.T.S. 18•0 RCP OUTLET STRUCTURE- '.j__.___._.... _._. _._.._. _.. 'EXTEND PIPE TO EX. D1-3B STRUCTURE Inv. In - 689.50 Inv. Out - 688.77 INSTALL AN 180 ES-1 END SECTION 18*0 RCP, CI. NI 0 1 .50x Slope PLAN TOP off aEW ■ 645.10 100 Yr. WS.E.•b�b9 10 Yr. KS ■64B.4Z D max. I 5 "V* Z Z Yr. Y'l.■rr-■ m 1 I- I 46.40'-16NO RCP, 01. 111 • IBM APPROX. EX. 64ROUND PROFILE 1 \ , \ 6' TALL WOOD PRIVACY FENCE / CT2r ) 0 qC\ TO BE INSTALLED ALONG THIS N gv� �rFFR �F \ o ,? 5'R PROPERTY LINE AS PART OF CLASS B & C Sg. fF BUFFER SCREENING REQUIREMENT �P AAOO 15 L IB Yf ✓ X t I. 6 rc ZON�I� 02 " • PLANTING SCHEDULE QTY. COMMON NAME 61 WHITE PINE 61 FORSYTHIA 61 PIN OAK 42 SUGAR MAPLE REMARKS LOCATION MIN. 4' HEIGHT AT PLANTING BUFFER SCREENING MIN. 4' HEIGHT AT PLANTING BUFFER SCREENING MIN. 4' HEIGHT AT PLANTING BUFFER SCREENING ROAD PERIMETERS & PARKING ISLANDS BROWN SILTY CLAY THE POPLIMENTO SOIL IS DARK YELLOWISH BROWN LOAM ABOUT 5 INCHES THICK. I THE SUBSOIL IS EXTENDS TO A DEPTH OF 50 INCHES. IN THE UPPER PART IT IS STRONG BROWN CLAY LOAM TO A DEPTH OF 39 INCHES. IN THE LOWER PART IT IS YELLOWISH RED AND STRONG BROWN SILTY CLAY tN O LOAM. THE SUBSTRATUM IS MOSTLY STRONG BROWN SILTY CLAY LOAM TO A DEPTH OF 60 INCHES OR MORE. INCLUDED WITH THESE SOILS ARE SMALL AREA, GENERALLY LESS THAN 3 ACRES EACH, OF OAKLET, SWIMLEY, AND TIMBERVILLE SOILS. PERMEABILITY IS MODERATE IN THE FREDERICK SOIL AND MODERATELY SLOW IN THE 06O POPLIMENTO SOIL. AVAILABLE WATER CAPACITY IS MODERATE IN BOTH SOILS. SURFACE RUNOFF IS MEDIUM. EROSION HAZARD IS MODERATE. Z 8. ELEVATIONS ARE MEAN SEA LEVEL. CONTOUR INTERVAL IS 2 FEET. 9. THE 9.775 TOTAL ACREAGE IS COMPOSED OF 3 SEPARATE TRACTS THAT DO NOT APPEAR TO HAVE BEEN CONSOLIDATED O 1- V LANDSCAPING TABULATION Q S PERIMETER TREES: PARKING AREA PERIMETER = 1732.73' REQUIRED 1 TREE PER 40 LINEAR FEET Z ? ` Y,IkLTII 0 LTH p 1732.73/40 = 43.32 TREES REQUIRED l T Z � �� SEA ��' pf � PARKING SPACE TREES l � REQUIRED 1 TREE PER 10 SPACES Z Z O ^�, 141-TOTAL SPACES AT FULL BUILD -OUT MICHAEL M. AHT Z ''` 141/10 = 14.1 TREES REQUIRED n / v TiMOTH PAINTER 9 TOTAL REQUIRED TREES: 43 + 14 � 57 ].iL No. " N0.18260 86 EXISTING TREES ON SITE (>= 4" CALIPER) - MOSTLY LOCUST o/s��9t eVo, ,ADDITIONAL TREES PROVIDED = 25 (SEE PLANTING SCHEDULE) 1`03I3UI�� , £� D �U�� s� tONAL BUFFER SCREENING PLANTS l� A REQUIRED MINIMUM OF 3 PLANTS PER 10 LINEAR FEET�.- LEGEND DEVELOPED PORTION OF SOUTHERN BOUNDARY LINE (390.00') REQUIRES CLASS B & C BUFFER 0 CULVERT INLET PROTECTION PROPOSED CONTOUR 390.00 FEET/10 = 39 • .3 = 117 REQUIRED RE 1510MI &E-0 99.2• PROPOSED SPOT ELEVATION 117 PLANTS PROVIDED (SEE PLANTING SCHEDULE) �- SILT FENCE EXISTING TREE PARKING TABULATION: Cp CHECK DAM ST SILT TRAP TO TOPSOILING PERMANENT SEEDING MULCHING PROPOSED BUFFER SCREENING TREE 0 PROPOSED PARKING/PERIMETER TREE VCD / no, / s a° S , PHASE 1: 63 SPACES PHASE 2: 78 SPACES 141 TOTAL SPACES AT FULL BUILD -OUT GREEN SPACE TABULATION: POST DEVELOPMENT: PROPOSED: PAVEMENT & CONCRETE = 3.919 ACRES J08 #: 995200 GREEN SPACE = 5.856 ACRES FILE: TOTAL = 9,775 ACRES 5.856 ACRES / 9.775 ACRES = 60% GREEN SPACE DATE: 101:2glg9 REQUIRED GREEN SPACE = 25% 50ALE: I"= 50' i 2OF2 r