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HomeMy WebLinkAbout12-05 Convenience Store - Convenience Store - Shawnee - BackfileGENERAL NOTES 1. The property delineated on this plan is located along Route 522 (Front Royal Pike) in the County of Frederick, Virginia. Under Frederick County Conditional Use Permit #16-04 the owner of the property proposes to re-establish the existing development as a convenience store. The development plans include the construction of vehicular parking areas that shall be accessed by the two existing entrances off of Route 522. 2. Property Developer: Chul Kong 214 Dewberry Drive Winchester, Virginia 22602 3. Engineer/Landscape Architect: PAINTER -LENS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 4. Surveyor: Marsh & Legge Land Surveyor, P.L.C. 502 North Loudoun Street Winchester, Virginia 22601 Contact: Ms. Jaime Kong Telephone: (540) 664-3201 Contact: Mr. John Lewis Telephone: (540) 662-5792 Contact: Mr. Scot Marsh Telephone: (540) 667-0468 5. Site Data: Parcel Area: 29,156.64 sq. ft. (0.67 Acres) P.I.N: 64B-A-87 Zoning: RP Magisterial District: Shawnee Existing Use: Commercial Proposed Use: Convenience Store and (1) Single Family Residential on Second Story Main Structure Front Yard Setback (R.O.W.): Required- 35' Existing- 31.98' (grandfathered) Main Structure Side Yard Setback: Required- 10' Existing- 52.41' Main Structure Rear Yard Setback: Required- 25' Existing- 116.06' Main Structure Maximum Building Height: Allowed- 35' Existing- 30't Accessory Structure Side Yard Setback: Required- 5' Proposed- 44.39' Accessory Structure Rear Yard Setback: Required- 5' Proposed- 52.37' Greenspace: Required- 30% (8,746.99 sq. ft.) Provided- 49.25% (14,358.65 sq. ft.) 6. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 9.43'+ Parking Spaces: Convenience Store: Required- 1 per 200 s.f. of floor area. 1507.5 /200= 7.5 spaces S.F. Residential: Required- 2 per unit= 2.0 spaces Total Spaces Required: 9.5 spaces Total Spaces Provided: 18 spaces 7. Loading Space: Required- (1) space for 10,000sf of floor area Provided- (1) 12'x45' space 8. Handicap Accessibility. HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per WDOT standards. 9. Landscaping, Buffers, and Screening: See Landscape Plan 10. No additional exterior lighting is proposed. 11. Trash Receptacles: No trash receptacles are proposed for this site. Removal of refuse generated by this development shall be coordinated by the owner. 12. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance and Conditional Use Permit #16-04. 13. Storm water generated by this site will be controlled by overland relief to the natural drainage points on or near the site. 14. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. TRAFFIC IMPACT ANALYSIS TRAFFIC IMPACT: Data Source: ITE Manual, Sixth Edition Land Use: 852 - Convenience Market (Open 15-16 Hours) Proposed Gross Floor Area (GFA): 1,507.50sf TRIPS BASED ON 1000sf GFA: Weekday A.M. Peak Hour of Generator 1.51 x 32.60= 49.23 trips => 49 trips Weekday P.M. Peak Hour of Generator 1.51 x 36.22= 54.69 trips => 55 trips nfs WINNESTIM LPAXS17RV 'ax kd. *WTrnW2 Nov. 05 26H 84: 9 P2 Aupxi 2k 2tM14 Ms. Scan H. Kwig 214 Omberry Mve Whichener, VA 226M ! t: CUP 014.611 ftr RmitilitbillAike a t "17 Neaabec 649-A-67 Dew %k Rang, 7his ktur isevV01timt take+byd*RmdariftCesmryft d 6(S9PWVb0n 31 t* 100111figOO 24. 2004. Voer Coanlitional Use Pa mit 016.44 for re-estaNishing a legd* nwa ttsa/aoaveak MW store, was Wmed with dw eawditim: 1. All FrbdMd Zoving Oallinam mqWmwrft and review agenDy oawmw wWl be sad eaatplied wins at aft timm 2. PAW to operation of this knihm a miter ante plat q*wved by pfeaiwkk Ccmnty will be r"Wted. VrW and Fite . requiranieft will be addreand on dlrs site Plain. 1 No new sites ftfl be allowed. 4 ofexisft fteestarding kisinm alga► on the pvpmty will be alk iav& Sips siesll not exa ed 25 fasrt in sine atti 18 feet in iw-lght S. No rail 90o of gwAivo wild be dlovmd. 6. Arty on or modification of awls un "I nmutm apMrval of s few Conditional U;� Permit. If Von have say quftfifflu RpWifte ft% wtim Please fad fiw to call ibis office �naereky. , ............. I..." ........................... Zoning anif qubdlvidon Adminhftkw %4R(-1dAw cc: Wigan C, RMablfty areal Robot A.Moms, $bawdec DisEtW Piawnift Jow Andiiawii, Rawl P comatiawom of Rem CONVENIENCE TORE 623 FRONT ROYAL PIKE �SHAWNEE AGI TE' IAL DI TRICT FREDE' ICK COUNTY VIRGINIA GERALDINE H. SMITH PIN.- 646-4-3 f 622 FRONT ROYAL PIKE ` ZONED.- RP USE. SINGLE-FAMILY RESIDENTIAL DB.• 116 PG. 1394 GERALDINE H. SMITH " PIN. 646-4-4 I 622 FRONT ROYAL PIKE ZONED. RP USE. SINGLE-FAMILY RESIDENTIAL DB.• 116 PG: 1394 i� I l I JAMES W BROW SR. PIN. 648-4-4A ZONED. RA I USE. SINGLE-FAMIL Y RESIDEN AAL DR. 567 PG. • 552 1 I RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. CHARLES S. BEATTY ® & SUSAN BELLE BEA TTY PIN. • 646-A-83 J_ 602 FRONT ROYAL PIKE2 - - - ZONE. RP USE- SINGLE-FAMILY RESIDENTIAL -x- 9 AV S? I ".�' ✓AMES RAY GOODE, SR. z & PAMELA GAIL GOODS EX/S1/NG BUILDING 14 SHED I3 PIN. • 64B-A-87A Ila 615 FRONT ROYAL PIKE a ZZONE- RP USE. SINGLE-FAMILY RESIDENTIAL DB. 788 PG. • 1335 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL LASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE, XFMR WL ELECTRIC TRANSFORMER�� ®� WATERLINE WM WATER METER WPP WOOD POWER POLE' WTP WOOD TELEPHONE POLE C. !h%IS WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION ,d HATCHING INDICATES REVERSED PITCH �Q .021621�' IN THE GUTTER PAN: PITCH TO BE TRANSITION THE GUTTER OVER A 10'OLOENGTHT. (TYP). LIST OF DRAWINGS: SHEET 1 /5: COVER SHEET SHEET 2/5: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 3/5: SITE DEVELOPMENT PLAN SHEET 4/5: LANDSCAPE PLAN SHEET 5/5: GENERAL CONSTRUCTION DETAILS, EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE d t 0 7p_ ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO 2 YEARS FROM DATE OF FCSA APPROVAL �DINWFNREINCIE STORE 623 FRONT ROYAL PIKE AWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA l PAINTERmLEWIS, P.L.C. -- 116 South Stewart Street _ Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice®pointerlewis.com CONSULTING JOB NO.: 0411017 SHEET: ENGINEERS February 14, 2005 1 /5 Latest Revision Date: May 11, 2005 1 1 / III 11 ;� IIi 1 / I, 3 I \ I PLANTER I I \ \ \ I I \ ASPHALT L - I \ \ _ _ l EX. \ -_- _ _ - -- -- - _ _ --- I PLANTER EX GRAVEL — L DRIVEWAY - - EX. RIM= 729.70' 1 " „_•-- Ci EX. 30 II I • 6" PEAR (9 6" PEAR GRASS I( 1 rl EX. CURB ~ ~' _ S 88'5�21 E 194.38' E III r I I PKS = _ ��. - - _ _ IRF PLIi �_ �% EX. SHED L_ I/ TO BE REMOVED I \ \ EX. _ PLANTER I �— II Ii �3 I W� I i ���, � \ I1 I EX. FRAME I III I = I i 1 SHED I II I I Z I r �� 1 TO BE RELOCATED \\ I x 20' PRIVATE SAW. SEWER ESM'T _ L0 Q. 1\L (SEE LAYOUT PLAN)-- ca I I I m I EX I o ASPHALT T B.R \LOC OF P \ I \� / \\\ _ 3 EX III I I I I I wo, A N N � ,� II I 4i I I EX EX ; EX. CONC. I \ \ \ \ / �1AN1E� + I PAD GRAVEL I I I I I I I I T.B.R. C T.B.R. \ \, / l III � I I / I \ I RELOCATE METAL 1 Z I I I I UGH F POLE PER / fmp— ZS METAL POSTSEX. CU OWNER SPECT.B.R. �`APPROX. LOC.OF\EX. WM & LAT. MLPMET LTS _ GM \ 12 HICKORY T.B.R. EX. }CONC. �EX. CONC. WALK PADS ,y/p I 10 BE RECOINSIRUCTED (SEE LAYOUT PLAN) / I sP b M / I \ I F.F.E. (733.57) -- I h� v F.F.E. (731.21) �DE�- \ \ \ / I 05 1 I � JJ � C. AS/EWALK 1 I I � , TD VED \ / I Z EXISTING BUILDING ,e I I \ \ \ i II I / I ply I TO BE MAINTAINED I sAWC�LINEI I EXISTING SHED , Q MB 4 I I �' \,, C E -q"ALX TO BE MAINTAINED I } —� AND REMOVED I I ( \ \ i _ I CUT j ra. CONC. I I MB I I I F.F.E. (731.28) — _— 7 J \ \ I V I I EX. CONC. I I I i EX. If 1 Off, ,,, PAD II I EX. CU '�-- ` I / 15" HICKORY I I 1 14 12 HICKORY T.B.R. \ �, II � GRAVEL i ASPHALT T.B.R. EX PLANTER \ III I I I 1 I T.B.R. I 1 \ Ex.I I f I I EX. CUR / I I \\ GRASS ! \ I PLAEX NTER I III I OP ; I EX. ---imp I MSP - 7?9_ o\ II1 I I I PHONE I 0 II r BOOTH jj EX[ III I I i qGNI, �� �. — _ — — — — �15" HICKORY IRS II PLANTER I \ \ i 88#57;?t A� 194.38'— I --- �-- - EX. — - , 1�•EX 12" PINE III I I I I I �b BUILDING BUILDING r EX I � BUILDING I I I L.— � II i III I — ---- II I t1 III II I I I 10 } i l I GW j i / j ° 10" MAPLE !� 0 10 Scale 1" = 10 ft 30 Z Q Z z 0 a L � Z z� OJ UO lJJ Z0 Gj J W F_ F_ U Q Y� Z ZO �> 0g�a< z F w HUWOW�Z j�Wl—� X:WzZQ U C)OW�M ZZLLW Y U COj tf) Z N W (0 3 w LL J o�� o Cn N N N NI Lf) 3 N a; rn o o v J `�'`® �v w C U -" cc O �N o��o L W s U'v a � - ~ L? w Z Q a SURVEY: MARSH & LEGGE 1 DRAWN BY: PL-PLC JOB NO.: 0411017 SCALE: DATE: 1"=10.0' 02/14/05 SHEET: 2/5 � I�I((If,) IkI _ ( EX. \ PLANTER I I \til EX - / idol ASPHALT I� ----I EX. PLANTER !I ! -- f / I �1+ - - - _ I ._vt - „,�j•�l - / GRAVEL __6" PEAR / _.. DRIVEWAY ICY G / a00o I / / l ` I ` ` 1 ti_ _ '! "" 911- 21 Il `� 6" PEAR III _� ,3- j EX. RIM= 729.70' \ ! - ..... ,, G� ��� EX 0 iI I MAT SEX. TC GRASS X \ \ ! 23.45' �~� 110.21' \ C� E III ` _ S' 88057 � E 194. 38' � - - _ PKS �� _ _ \ y \ IRF �.. � \ - •`,� � � �.� � �..�� � � �� � �„� ��� � � ��,� � � � � ,� PLAIjI (E) w o I I V �t----Z���61 . 5' PARKING SETBACK h`A'0) I� I LE 0 M _, I ¢� 9.43 � _'�1 9. � ~ v~i o � I I \ \ , � TC/HP \ \ � ------ I I I W m 3 I I 15,R ,6R CG R O --- I k, I I CG4 R. �� I 10' BRL Q I I I b I I I I TC �p 729.90 RIVATE SAN. SEWER ESM T ' I I 1 TC \ I X. 20 P - ..:.:.:...:.:..:..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'......'.'.'..'.'.'.'.'........'.'.'.X.. ASF�H�4L PARKING AREA i w Q I rti \ __- n19gg�, F I 1 . ...... �,. .. r........ '.' .... \ - 1 �' 1'.'.'..'.'.'.'.'. I I o a I W I. S l :.'.'.'.'.'.'.:.'��':::...... \\ o o M APPR L� U 1 w 3 I ...... .....'. :.:.:.:.:. o o -- SEX. A :....................................... Q- a 3,...................................................... \ o x c. tz ' N I...... .'.'.'.'.'.7 �'.'.'.'.'.'........ .;�.p........'.'.'.'.'.'.'.'.'....�........ 730.70 EX 729.86 0 R 5'R TC/HP 5 \\ / < PLANTE� / � -� i I rc \ o o ,�klp• � \ \ 18.00 typ. 9 II I I I 00 �. 4.5R \�� / 12 PR. HC RAMP d O 730.80 O /� 729.50 \ f 1 730.60 ` / 729.70 TC �o j I I 3 j GG 730.4o y0' i 41 10.00� TC TC /\ �TC < o typ• LAWN 730.00' �1'�°' a�\5 R 2 i I I f MATCH EX. T/ 3 -{�j0 v TC 13.50' II I I 729.43t LO ''' z �21 % 730.90 a 9.00' \ 5.00' 5.00' j j 1'l P r�l PPROX. LOC OF0 a � ��� 4TC 34.00' 1' NDC 129 EX. WM k LAT. a 46.00' hy°sl \ 52.3T / !I i730.70 I i i1Jg691 I � 14" O -I j APPRX. TC C 6R y�> 730 \ i<X. FRAME f / L - Q I -- /lip 431 I 3, CON WA ` c CONTINUE SIDEWALK f � \ 3 3.2 TO PR. FC l ,OBI Q . SHED I �� / EX ICONC. RECONSTRUCT EX. WALK / \R D) i vv / P DS AS SHOWN. �i RELOCA SHFD ` \ J MATCH EX. MOUNTPARKING SIGN ON �8� 2 BE ND FC� \ __ \WALK ELEVATIONS I I BUILDING I l� i \ 1 N \ \ \ J\ I MSP z \ I I o --00 O / 730.40 e i \ EX. BUILDING o / D 73 cn LAWN '- ( 1' ND 1 \ � I I 2 STORY) F.F.E. (733.57) Q C D v F.F.E. (731.21) ` / jEX. DE a / ( --&A l ,' II1 A ���'' n MAINTAIN E)�. CONC. �31 �- / I v, WALK. INSTALL PR. lid 1st Floor use: Convenience Store _ 1 ��3��1 z \ \\ O j I ~ CONC. WALK ND • i- i ��� �� I \ \ � I 1st Floor Area: 1507.50 s.f. I , � �,� � .,, FORM (1) TEP DOWN o 1 ( EX. FRAME O \ - t . FROM THE EN � of THE 2nd Floor Use: S.F. Residential \ \ �o -- _ _ _ 9 �s} j I aM6 EX. CONC. WALK. I I SHED \ \ ��� j ( 2nd Floor Area: 1507.50 s.f. E �,,� �,,,oI \ N I "MB MATCH EX. TC I F.F.E. (731.28) r731.00 PS TO MU I I ' \ �� T h 61 \ \ Z 729.10t �(U� I EX. CONC. �3 / 1' NDC / O/�1 �CAB(I ]/�`j _ _ 3 I 1�2°��0 CONNECT PR.+CG-6R I PAD i I X ` 13 \ \ / \ El CA ! I I I + TO EX. CURB. MATCH _ `---�Ps1O Mu \ D EX. TC ELEVOON. I I I X `/ \ _ _ \ I EX. o V 34. 15' HICKORY J \ O X o 25.R s� ` ` < `�yo�l -_ o a / 730.90 l h��.zl \ v I I yr --'- - �. ��� TC 731.00 II IL N I i I I J l h�ael PR. 3' CONC. TC I , 5.5'R�O Mu LAWN WALK. CONNECT TO EX. WALK AS X � 91 i -0 20� < , by 91 I I \ 731.33 \ \ \ \ < c PR. 5 C WA _ G< 15 R TC _ / �LO 25'R i 15'R I I gel I I I / i CG R �� X h��21 \ \ \l 2� EX. EDGE OF CONC. Tc3o•oo /�v 730.25 2.11' � \ 21 C R L7 i I I I I \ i �29l 730.60 X p*A \ 15.49' v { X l i y, w TC TC \ \ 731.00 / IiI I II \ l t 3 I { u! 730.10 TC CD TC v I' II IC14 (D CONNECT PR. CG-6R � / ) � � � I - • I hyoel I (� \ � EX. CURB. MATCH �W x �� X 11�6e1 ASPHALT PARKING AREA O \ D v x FUTURE EX\ TC ELEVATION. 2 �<�2g�1 ` ° - J I DU S TEAR 10'R 47 \ \ I II i I I ---- ,7,2 .00� -,. _ 1 � � C B1� TC0.69 { I I I I Ps O Mu h29.26 \\ del TC MATCH EX. TC i TC 729.37 EX. I i I r i b \ 729.74 729.61 , \ 728.67t � o TC GRASS EX. I X �tfi c� � ' 728.50 \ TC 4 CURB \ I PLANTER II i I��Za. Q P 4 CURB 728.87 11 729.24 730.11 CUT o I I i I I I MSP 4 CURB CUT 7 4 CURB -' 4 CURB TC 29 T1' CURB CUT ,`� 'CURB CUT 4' CURB CUT / \ PHEX.ONEl16 M O 1I729.00 110.00 730.4 \ I I EROSION & SEDIMENT CONTROL KEY I eoo„ �� EXL ,-►� TtY6f�ld8d� CG-s, R CG-6 G- Tc I \ j i I I I I i i Slav w SIGN POST 25.00 25.00' \ 25.00' 10 BRL / \ I I 3.02 TEMPORARY STONE I i AZEV=7,29.14 511 \ 19.00' CONSTRUCTIONl_ III PS- c� I I ENTRANCE I I I �' SF i i1 10.00' --'� 5 PARKING ETBACK I --i-- - \ / 3.05 SILT FENCE I _ ��tl 1 SF -o- EX. \ It, ! ►�iI I I I 3 I I IRS i x lO l PLANTER I \ 3.30 TOPSOILINGDTOI �sl J I i2, 41 _ _ _ _ 72&70 �y I I I I I I I I i' 30.99 _ - CL SWALE N 88*57,21 lY 194.38- I109.80, tII 1 3.31 TEMPORARY SEEDING12' PINE EX II i 3.32 PERMANENT SEEDING I I I { 21 0 BUILDING i I I BUILDING iII 3.35 MULCHING Mu 3 I I o X �, � t\ �� J BUILDING I I I I L. 3.38 TREE PROTECTION I 1 � / � i O� / x l�g6s1 / j / / ,c l�'►-�6� � ,,- -•- I I I I I �,� I -- I IF Wir' 1 1�'�/ GW 10 0 10 30 ; ,f j x` J � j /' i I II 0 10" MAPLE / Scale 1 = 10 ft vOi o cry q) q) o a E 01 C� C Z", 0 0 � V � O 6 ` U � J wiiNI--I�I w J F_ F_ V Y� Z Z0�O 0a- Z�� }}w F HWC)Ix Z D U -z0 _ ZQ O w w UZZU W U �UMC14Z W U W 3 _ LL a_ ■ J a ■� N N E 0 �_ N vi w V j (V I 1 3 ° N co N N L cD Wv v a+ .CD o 'v J 200 1 (D 0 ++ N 0 _v `F- o Wco F-L°w Z Q a 0 N z J W Z)w V� 21 c) Ld O Z Off, CS ,11�`�IONAL SURVEY: MARSH & LEGGE 1 DRAWN BY: PL-PLC JOB NO.: 0411017 SCALE: DATE: 1 "=10.0' 02/14/05 SHEET- 3/5 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 14,285.88 sq. ft./2,000= 7.14=> 7 trees Provided Trees: 7 trees Required Headlight Screening: 3' high along Rights -of -ways and adjacent properties Provided Headlight Screening: 3' high evergreen hedge was provided along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 11,479.60 sq. ft. (x) 0.05= 573.98 sq. ft. Greenspace Provided: 668.00 sq. ft. (or) 5.81 % (1) Tree Per 10 Parking Spaces Trees Required: 18 spaces/10= 1.8=> 2 trees Trees Provided: 2 trees Buffers and Screening: No buffer yards or screening were required for this site. LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owners representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-36B of the Frederick County Zoning Ordinance. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE- 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. TREE PLANTING SECTION NOTE: PLANT SPACING VARIES - PRUNE ALL BROKEN, DIS WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS TO REQUIRED DEPTH ANI W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE AL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION X.; FIRE LANE CURB - MARKINGS (TYP.) PARKING LOT LANSCAPING PLANT LIST 730 I RP ZONING -- EX. BUILDING (2 STORY) 1st Floor use: Convenience Store 1st Floor Area: 1507.50 s.f. 2nd Floor Use: S.F. Residential 2nd Floor Area: 1507.50 s.f. KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 5 Acer rubrum Red Maple 2 1/2" cal. see plans CJ 4 Cercidi h Ilum 'a onicum Katsuratree 2 1/2" cal, see plans ICD 31 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NO PARKIN FIRE LANE 66" 30" if 717 — — — IRF f I --I o I (7)ICD \\ _- o \ CJ \\ I 0\ \ N I / 1 / v 79 l / 730 \ ` EX. FRAME / / 0 `SHED RE LANE CUR ARKINGS (TV.) / (R ED) / ' r PR. FLS z \ i EX. FRAME : SHED PR. FLS \ \ \, 15' HICKORY PR. oS \ o —o— \ CJ \\ \ N ARE LANE CURB- MARKINGS (TYP.) \� F 30 o a U CJ I \ I (6)ICD (5 / \ r AR 194.38'---�---- ,R ---- — ING 12" x 18" STD. FIRE LANE REQUIREMENTS: 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. 2. FIRE LANE DESIGNATION SIGNS SHALL BE 12"x18" WITH A WHITE BACK GROUND, AND 2" BLOCK LETTERS IN RED STATING: "NO PARKING FIRE STD. U-CHANNEL POST LANE". ALL OTHER SIGNAGE MUST BE APPROVED BY THE FIRE MARSALL. 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS OF FIRE LANE, AND WITH A MINIMUM SPACING OF 50' APART ALONG THE PROP. GROUND REMAINING LENGTH OF THE FIRE LANE AREA. SIGNS SHALL BE SET AT A MIN. HEIGHT OF 66" TO THE BOTTOM OF THE SIGN. N0 PARKING FIRE LANE "NO PARKING FIRE LANE" SIGN DETAIL NO SCALE 10 0 10 Scale 1" — 10 ft 30 QZ J a- U 0 Z b' w Flo U Q Y�Z W _W 0 ZOO j 0gciQ—' Z �W �LL HUXW Z � �WI-� U _ irZQ OWm Y UZZ� U monw W Z co3 W = LL W ■ U ■ J a 41ML)0 N 0) u)C6j _E N I N 1 3 N v •° a) 0) tD 0 CO °� .� W >�0� 1 j a) v W 0 (n 0s V a O •U) _ LL. W Z Q a 0 V) MEN Z0� J L1J �w Z0 oZ 211M c) Ld Amn �,1,T H OF `SN 11 US. kh. IONAL � G4f" SURVEY: MARSH & LEGGE 1 DRAWN BY: PL-PLC JOB NO.: 0411017 SCALE: DATE: 1"=10.0' 02/14/05 SHEET: 4/� GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE 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 ACTIVITY. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 4. AL L EXISTING V UTILITIES HA VE A E BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE 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 ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE VA ROUTE 645 (AIRPORT ROAD R-O-W). 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL_ MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL 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 GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. 54" 30" --12" x 18" STND. STND. U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESSIBLE rrrrKn raa-eoo tow-�w�r zoo VAN ACCESSIBLE SIGN 2" SM-2A 8" 21-A COMPACTED SUBGRADE TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE F GUTTER_ 6" ` EDGE OF GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE CG-6 IIir-0I Z-U COMBINATION 6" CURB & GUTTER TYPICAL CURB CUT DETAIL NOT TO SCALE NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" 1' #' 12- 6" 13_I 1 4b ' 7n s� CG-6R 1=� 61 9 2'-0" COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE �-AS SHOWN ON PLANS '.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . - . .1. . �- - - fl 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 3.5' (OR AS SHOWN ON PLANS) EXP. JT. MAT'L -i 4" CRUSHED STONE -' 1 (3000 PSI) 4" CONC -� 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN--\ RESERVED PARKING rdKn tror~noo row-�w�r mrE HC SIGN END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: HANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA NOT TO SCALE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE PROJECT DESCRIPTION The owner of the property proposes to re-establish the existing development as a convenience store. The development plans include the construction of vehicular parking areas that shall be accessed by the two existing entrances off of Route 522. Preparation for the construction of the proposed project will include the rough grading of approximately 0.6 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Existing Site Conditions The site is relatively flat. Stormwater runoff generated on the site flows from a high point near the middle of the site to either the Route 522 R-O-W (West) or to the adjacent property to the East. The construction area has existing asphalt pavement and gravel parking and access areas. These materials are to be removed. Adjacent Areas The site is bordered to the West by the Route 522 R-O-W. The northern, southern and eastern property boundaries are adjacent to single family residential properties. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Erosion and Sediment Control Measures 3.02 Initially, a 121w by 701 temporary stone construction entrance will be constructed at the location of the northern most existing site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the sift fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Sid & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.38 Install fencing around trees designated to be preserved. Use safety fence, silt fence or snow fence. Reinstall fallen or damaged fencing prior to the end of each work day as necessary. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormont for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 toms per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.ac 97 85 Red clover 8 Ib/oc 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along downstream perimeter of work area. 3. Clear and grub the work area. 4. Strip, stockpile and stabilize topsoil. 5. Perform rough grading of the construction area. 6. Perform final grading of site. Apply seeding and mulch. 7. Remove temporary controls after work areas have been stabilized. DUMPSTER ENCLOSURE & FENCE N.T. 2x6 TOP RA 1 x6 BOARD, FRONT & B) TOE NAIL E/ W/ 2-8d N, (EA. RAIL) 8'-4x4 POS 2x6 BOTTOM ATTACH RAII W/ 3-10d 1� (EA. RAIL) 12" DIA. P0: FILL W/CON( EXISTING ROADWAY SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) \ SUPPLY WATER TO WASH WHEELS IF NECESSARY. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 y, OR GREATER - --I ITT 11-I I I-IIIi.=� I I: �It - _ ' Ill. FILTER FABRIC SECTION A - A NOTE: / SPILLWAY USE NDBAGS, STRAW BALES OR HER APPROVED METHODS TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. r I Q ! O�O 0' FWW �� �� PLOY - _T 0 bi �M <D 16 _117 o 0_ A A WASHRACK 2"-3" COURSE K AGGREGATE fh MIN. 6" THICK t O� rse06 o� e ��o O DIVERSION RIDGE Z H V) X W 70' MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ONTO PUBLIC 3. WHEN WASHING ENTRANCE ISREQUIRED, ITSIHALL BE DONE GRAVEL N AN AREA TO AT DRAINS INTO STABILIZED ANAPPROVED SEDIMENT TRAP CONSTRUCTION SEDIMENT �/ 4. OR INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. EN TR AN CE�EXI T EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR WOOD POST �--� FLOT ---�- I l FLolf 110 FT MAX. SPACING WITH 117-1!-I I hl IRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC WQQD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF 9" MAX. (RECOMMENDED) STORAGE HT. .a •,V� •i I I~�" 12" MIN. 12" MINI- i 4"x6" TRENCH I - I I ((�- 1 -I I I— WITH COMPACTED I I III i i I I IBACGRAVEL II1= " STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 (/) Q)i�, m(f)Iri) J � Q LZ W 0U> Z�_ OWQ j-Z Of W �C/J Q ZIO ()ZJ Q Q gzL 0 l0 W LAi Z in 0 ~ UW U Q Y� W Z QZ���> ^^ < 0J�QJ Z W � w 1.L I1-U�� Z � �wH- O = O W OQ UZZUMU W �0 UNZ W 0 �- 3 W -' = V) LL U J ■ aN (1)0 pe, E ov Cl)` N u7 L0 � N N ° co (D O (I) MOO W ' L0 0 1 0 to c ° .~ E o W co 'v a� Z w Q a. O to Z J W �W to O IZ w� TONAL SURVEY: C.I.: N/A N/A DRAWN BY: JOB NO.: PL-PLC 0411017 SCALE: DATE: AS SHOWN 02/14/05 SHEET: 5/5 GENERAL NOTES 1. The property delineated on this plan is located along Route 522 (Front Royal Pike) in the County of Frederick, Virginia. Under Frederick County Conditional Use Permit #16-04 the owner of the property proposes to re-establish the existing development as a convenience store. The development plans include the construction of vehicular parking areas that shall be accessed by the two existing entrances off of Route 522. 2. Property Developer: Contact: Ms. Jaime Kang Chul Kong 214 Dewberry Drive Winchester, Virginia 22602 Telephone: (540) 664-3201 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER -LENS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Surveyor: Contact: Mr. Scot Marsh Marsh & Legge Land Surveyor, P.L.C. 502 North Loudoun Street Winchester, Virginia 22601 Telephone: (540) 667-0468 5. Site Data: Parcel Area: 29,156.64 sq. ft. (0.67 Acres) P.I.N: 64B-A-87 Zoning: RP Magisterial District: Shawnee Existing Use: Commercial Proposed Use: Convenience Store and (1) Single Family Residential on Second Story Main Structure Front Yard Setback (R.O.W.): Required- 35' Existing- 31.98' (grandfathered) Main Structure Side Yard Setback: Required- 10' Existing- 52.41' Main Structure Rear Yard Setback: Required- 25' Existing- 116.06' Main Structure Maximum Building Height: Allowed- 35' Existing- 30't Accessory Structure Side Yard Setback: Required- 5' Proposed- 44.39' Accessory Structure Rear Yard Setback: Required- 5' Proposed- 52.37' Greenspace: Required- 30% (8,746.99 sq. ft.) Provided- 49.25% (14,358.65 sq. ft.) 6. Parking Space Requirements: Property Line Setback: Required- 5' Provided- 9.43'+ Parking Spaces: Convenience Store: Required- 1 per 200 s.f. of floor area. 1507.5 /200= 7.5 spaces S.F. Residential: Required- 2 per unit= 2.0 spaces Total Spaces Required: 9.5 spaces Total Spaces Provided: 18 spaces 7. Loading Space: Required- (1) space for 10,000sf of floor area Provided- (1) 12'x45' space 8. Handicap Accessibility. HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 9. Landscaping, Buffers, and Screening: See Landscape Plan 10. No additional exterior lighting is proposed. 11. Trash Receptacles: No trash receptacles are proposed for this site. Removal of refuse generated by this development shall be coordinated by the owner. 12. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance and Conditional Use Permit #16-04. 13. Storm water generated by this site will be controlled by overland relief to the natural drainage points on or near the site. 14. Environmental Features: Wetlands- No wetlands have been identified on this site. Flood plain- According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on this site. Sink Holes- No sink holes have been identified on this site. Steep Slopes- No steep slopes have been identified on this site. Woodlands- No woodlands have been identified on this site. TRAFFIC IMPACT ANALYSIS TRAFFIC IMPACT: Data Source: ITE Manual, Sixth Edition Land Use: 852 - Convenience Market (Open 15-16 Hours) Proposed Gross Floor Area (GFA): 1,507.50sf TRIPS BASED ON 1000sf GFA: Weekday A.M. Peak Hour of Generator 1.51 x 32.60= 49.23 trips => 49 trips Weekday P.M. Peak Hour of Generator 1.51 x 36.22= 54.69 trips => 55 trips 1 ! W [ ND-e3 lPFtM S'tMY -AX K1. : 548rrJ-V= Nw. 05 2M 84: 3WM P2 Augm 26, 2xra Ms. saw H. Krig 214 ikvy tAvve WWdtnter, VA 2202 Rg: Carr #N-na 'brax a ttas-st sr e �, nge.t w .-67 DIM Me. bang: T9eis letter i3 tp wnflm3 actirm talt� ky the Cotmry 1#asrtl of � their ateamng oslAt 24. 2WM, Year Co Al ioml Use Pomk 0164W fax ttsweteblishing $ logdly non -con UWAMMMionoa NUM was approved with dw folOa" . 1. All FrWmUk Zca* 0milkisgm mgWrenwn%lath mvivw agewy mwnmets OW1 be aftemd mW oomplied with at all times 2. Prior to operation of tills badum a ft1hW ails pbe► alt}s VAW by FtthertcA Comay will be routed. VIXyr and Fire 114er" mmimmais will be addresnd axe this site plea. 3. No new e%sW be dkmW. 4, it*4mmit of CXWJM& fieestudhig buginm sngn on ftpopvty will be alkwat Sipssill ixu exmW 25 feet in siM W d 16 rM be height. °. No retil mfe of SWim w l be aflowed. 6. Any expe"on or niodiflaation of Oda use shear rmuim oppnwal of a sear Condifiow d [Ise If you have any quedlow ntigwdin this wtim p1mm fish Aec tm rAll this affilea sty, Zoning and Subdlvi" AdmIubtram MRG1d1W Co., Wiffi nm C. Roeenbbery eat Robert A. MoMs, Showam Distnivt Planning Cemmiszkmn lam Andarson, Rash Erne Coznnt4sm%s w of Revemm CONVENIENCE TORE 623 FRONT ROYAL PIKE HAW EE MAGISTERIAL DI TRICT FREDERICK OOWNTY, VIRGINIA GERALD/NE H. SMITH PIN. • 64B-4-3 622 FRONT ROYAL PIKE ZONED.- RP USE- SINGLE-FAMILY RESIDENTIAL DB.• 116 PG. 1394 GERALDINE H. SMITH PIN. • 646-4-4 I 622 FRONT ROYAL PIKE ZONED. RP USE.- SINGLE-FAMILY RESIDENTIAL D8. 116 PG. 1394 JAMES W. BROWN SR. PIN. 648-4-4A I ZONED. RA I USE- SINGLE-FAMIL Y RESIDENTIAL D8. 567 PG. 552 I I NAMF: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. CHARLES S BEATTY ® & SUSAN BELLE BEATTY �- PIN. 648-A-83 602 FRONT ROYAL PIKE ,2 _ - - ZONE.- RP USE.• SINGLE-FAMILY RESIDENTIAL 1' ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN' UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR -ELECTRIC TRANSFORMER WL WATERLINE Tg 1���. WM WATER METERY��� WPP WOOD POWER POLE cl WTP WV WOOD TELEPHONE POLE WATER VALVE (i. EW95 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVA11ON ` x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 16 .021621 1/8" PER FOOT. TRANSITION THE GUTTER �a5'S'J®IV OVER A 10' LENGTH (TYP). sy LIST OF DRAWINGS: SHEET 1 /5: COVER SHEET SHEET 2/5: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 3/5: SITE DEVELOPMENT PLAN SHEET 4/5: LANDSCAPE PLAN SHEET 5/5: GENERAL CONSTRUCTION DETAILS, EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE A PS t 69# ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL CGINWIENENCE STOR"IE 623 FRONT ROYAL PIKE SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA CONSULTING ENGINEERS PAINTERmLEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0411017 SHEET: February 14, 2005 1 /5 Latest Revision Date: May 11, 2005 / II - I I I2 I \\ EX ASPHAL T III I WWI , / ►I I IEx. I-----I�\ I PLANTER I I \ EX. GRAVER DRIVEWAY — S EX. RIM= 729.70' ` "'•' " . G EX 73p I f I I , / -. _ ... GRASS— � EX. CURB I III 3 I �\\\ \ - L _ _ S 88'57;?t " E 194, 38 /RF P� f I I PKS — •� EX. SHED L--� TO BE REMOVED I \ EXTER I - PLANTER EX. FRAME SHED TO BE RELOCATED I ESM'T 20 PRIVATE SAN. SE — i (SEE II LAYOUT PLAN) 3 — I I ( I I ASPHALT II II W I re.R _ _—EX o I I1-00 V5� II I \ EX. \ II EX. CONC. I / �LANTE� / PAD IIGRAVEL \ \ \ / I \ / I I I ,� ►� I I I T.B.R.^ T.B.R. '0, RELOCATE METAL i 2 I I l LIGHT POLE PER/ METAL POSTS EX. CURB / ) OWNER SPEC T.B.R. 1 1 I I (\ O APPROX. LOC.OF EX. WM A• LAT. / MP MLP t MLP I' `METAL POSTS MP —MP —_ -- __ e 1 GM 1 / o 12" HICKORY T.B.R. ! I I I ( lO EX. I CONC. B R �EX. CONC. WALK IIf I I I I ti I P�DS MP TO BE RECONSTRUCTED I I I I (SEE LA POUT PLAN) iI `\ 3 F.F.E. (7311.21) F.F.E. (733.57) X. DE /� i I f I I I I C. "SIDEWALK) \ \ \ 0 \ ) a TO R VED \ / I , EXISTING BUILDING I � I I \ \ \ TO BE MAINTAINED I i I sAW1rVT LINEJ I EXISTING SHED I 14 O MB I � I _ \ reE cu°EWALK I TO BE MAINTAINED \ \ \ \ \ I , W EX. CONC. � � AND REMOVED I F.F.E. (731.28) t III __ I I I I EX. CONC.----..1 1 _ I PAD OA TV C,q ! J. _ _ - - 3 I \ II I BLE I — I ( \ I p� EX. CURB '-� -- _ _ _ _ _t I 0 / / `, 15 HICKORY \\ \ \ - I I 12 HICKORY T.B.R. \ EX fl I I I GRAD TBR �I I I \ I I I 3x \ Q az- '2- EX._ ,- ! ASPHALT r.B.R ` r I \\ \ EX \� \ P�R BRI 1 \\ r EX. I I I I I I EX. CURB / ;r \ GRASS MP I \ I EX. I I 1\ I \` I \ I PLANTER I 111 i i \ I MSP PHEX.ONE I ---i MPO ` ` \ II i I I BOOTH IJ EX` 1 I I f I I I r S7GN t B MGN POST C II I I i i ELeV=7"..14 l \ " ! i I f I I 3 I I IRS --t--— �. — — �— — — ��. — — a —— — 15 HICKORY /l PLANTER I \ \ N 8815721 r 194.38 IRS'EX r BUILDING — 12' PINE BUILDING !r EX. , I �r l / , -..- -- I BUILDING i I I I L \ I —J �,i };r I ------ : I tit' II l II III � �; 10 ' I GW i i / I ° 10" MAPLE IiIII � EX. PLANTER • 6' PEAR 1 (0 6' PEAR 0 10 Scale 1" = 10 ft 30 mf AI rE 15.1c Y� w_0 Z 0 ZOFL25 00-(nQ� > z >; EE : IF-�Mw z J WI-- O =wZpQ V UZ;�� U w UNZ 0 0 co 3 3 = W Li. W ■ J a �o��U Cl) N � � j vi N N I 13 o ctJ co °; W a o,o o v J 4-j '`-�® 1 L N 0 w o .) �Wr- W_ -r- U CL N U t7 w Z Q a ke . ram. � JO a No. 21621 4SSIONAL O SURVEY: MARSH do LEGGE 1 DRAWN BY: PL-PLC JOB NO.: 0411017 SCALE: DATE: 1"=10.0' 02/14/05 SHEET: 2/5 NX0 EX. i II PLANTER `\, EX. dl I ASPHALT '+,�'�1�— -- ____ - - - - \ _ _ - - EX. I I ! 1 I W z I _ _ — -- -- -- -- -- _� 4� _ _ _ PLANTER �� W I _ X.91 {I { 1 / I I� GRL _-- +F-��A — —X-� --- DR/VEWAY 6' PEAR �-•- 1 / -� --/ _ — _ II ( 1 G " "•`""'-.--_.,,_,,, _ _ � ` OR� \ ` ` -- --_ ____ 9zly �-4�9i1 �-Cl'�• � `, .� ` 6" PEAR i-- ..,. i EX. R/M= 729.70 1 �• �1 t9 EX , 30 I I 1 `1y��31 //j ...� l�y��31 MAT ,1%X. TC GRASS 23.45' 110.21' PKS — — --- — — --- — — _ 805721 E 194.38' ! \ o I Cc 1i'— — — — — — — — lRF PLAIjl7i:R ''� l�Za III _o — -- — — ----- — _ LE w o I______�61 .5' PARKING SETBACK CI'A�� /I ,' I I �8, 9.43 , `1 1 9. -II O` J 730.90 Ps~PL�- I I cn o, I I TC/HP �O� Z W ° Q } \� 15'R �6R CG R _ - I I I N I v I I CG- ii I{ II I{ II II b 0Q III IUW II I p R- 712g91 X ►1 — T 110.21' 1o�RL TC 929!0)d PRIVATE ESM _______ _.m l N w0o I N o f II o (L � III II NQ 3i1 I i N III II � W I I Z ;III II 3 0-- I+III;=� bMSP I IIII NM8 MB OA n. - i III \ ► I III � I I I II 1 i ! III 1 I I I �Iil II II I I I � III 3 I I i II I IIII '} i I I I I SF II I I _ IIII /III ' II EROSION & SEDIMENT CONTROL KEY I t i III{ I I 3 �' 1IRS IIII -� f III � I� I � 11�a611 I III II I GIV I I I hl 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.05 SILT FENCE X 3.30 TOPSOILING 1 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING Ps 3.35 MULCHING Mu 3.38 TREE PROTECTION _ a 730.70 EX. I CONC. P�IDS MATCH EX. \ WALK ELEVATIONS LAWN \1 MAINTAIN EA. CONC. WALK. INSTAL PR. CONC. WALK FD FORM (1) 6" EP DOWN FROM THE EOF THE EX. CONC. WAV. --� I .rCA 2S Z D EX. EDGE OF CONC. i ' rnrtnirv� �iWv tm I 11r,,-. BUILDING I EX. BUILDING F.F.E. (731.21) (2 STORY) F.F.E. (733.57) X. DE 1 st floor use: Convenience Store r 1st floor Area: 1507.50 s.f. 2nd Floor Use: S.F. Residential �IL I� r EX BUILDING I I s ° 10' MAPLE I x ov a� EX. \ < \LAN17 / / f 729 / \ \ \ cn 731.33 \ \ \ TC \ \� .49' \ \ \ © II \ \ I p "' I x I I FUTURE \ J I DUMPSTER \ \ SITE a •1 \ 1 \\ I -- 1.00' 1 730.89 \ ----� EX.TC i \ \ EX PLAj I v GRASS I \ i PLANTER I 10' BRL / O l EX I \. � NTER I \ -T- — ---- BU EXING — — h E LI 12' PINE II I I BUILDING 10 0 10 30 i? Scale 1" = 10 ft � O O "INIAI� W J F— F-- V (� � Z _ LLJ X t% CD Zap C3:5�Q� }}w Za �iF �HOct Z ?�WHoU Z UC)WofM Y ZIiW U UMW W tD 3 W LLI _� J a04 to (M 0 (j N N I 3 04 0 W J `n LO 0 0 LO j N U +, V) 0 0 — t 0 W -c � CL 'v _ r 0 0 ~ 3 L` w Z R (L zt 0 ,s,G� "P111.SIONAL �0 SURVEY: MARSH & LEGGE 1 DRAWN BY: PL-PLC JOB NO.: 0411017 SCALE: DATE: 1"=10.0' 02/14/05 SHEET: 3/5 LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 14,285.88 sq. ft./2,000= 7.14=> 7 trees Provided Trees: 7 trees Required Headlight Screening: 3' high along Rights —of —ways and adjacent properties Provided Headlight Screening: 3' high evergreen hedge was provided along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 11,479.60 sq. ft. (x) 0.05= 573.98 sq. ft. Greenspace Provided: 668.00 sq. ft. (or) 5.81 % (1) Tree Per 10 Parking Spaces Trees Required: 18 spaces/10= 1.8=> 2 trees Trees Provided: 2 trees Buffers and Screening: No buffer yards or screening were required for this site. LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, ail deciduous trees shall be double —guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-36B of the Frederick County Zoning Ordinance. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE —DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE ---� EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING — 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL. TREE PLANTING SECTION NOTE: PLANT SPACING VARIES - PRUNE ALL BROKEN, DID WEAK BRANCHES. ALL SHRUB BEDS TO BE EXCAVATED OF ALL EXIS TO REQUIRED DEPTH AN W/ REQUIRED SOIL MIX. MULCH TO BE 3" DEPTH COMPLETELY REMOVE AL STRINGS, RIBBONS, AND TAGS FROM PLANT. REMOVE TOP 1/3 OF AL BURLAP FABRIC AROUND ROOT BALL. SCARIFY ROOTS ON POT BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION 4- PKS \ \ APR. FLS\` I RP ZONING 1 1 S 8805721 E 194.3 IRF 77— U o C AR I o \ I _ � PR. FLS FIRE LANE CUR C I I MARKINGS (TYP.)\` FIRE LANE CURB I `moo MARKINGS (TYP.) I °o I \ o PR. FLS O o a I 3 Q J ) LT_� LN )r "II r I I EX. BUILDING �� 3 +.Pi �� I I (2 STORY) 1 I 1 I 1st Floor use: Convenience Store • y I I 1 st Floor Area: 1507.50 s.f. 2nd Floor Use: S.F. Re � I I sidential r I I I 2nd Floor Area: 1507.50 s.f. I I I PR. FLS l \ '< I ` I I I � l rrr FIRE LANE CUR I I MARKINGS (TYP.) I � � r I i I � i I? ' r I FIRE `LANE CUR I MARKINGS (TYP.) r PR. FLS 1 i t � I 1 r 0 (7)ICD r AR / r r f� PARKING LOT LANSCAPING PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 5 Acer rubrum Red Maple 2 1/2" cal, see plans CJ 4 Cercidi h Ilum `a onicum Katsuratree 2 1/2" cal, see plans ICD 31 Ilex cornuto 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING M 1 \\ (7)ICD \\ �� J C > t / o CJ PR. FLS \ �29 730 \ EX. FRAME / _._ '30 \SHED / �. I / FIRE LANE CUR MARKINGS (TYP.) / t "r (R ED) / PR. FLS l PR. FLS \ o z \ �I EX. FRAME \ �— SHED \ \, PR. FLS `� \ I ` 15" HICKORY � o I PR. FLS \ \ 0 ` cJ PR. FLS ( \ \ A \ O N ~ FIRE LANE CUR \ MARKINGS (TYP.) \ Ri L_ [J]\� �o (6)ICD \ 729 o --0- " AR N 88'5 ;�1 '" A� 194.38' RP ZONING o CJ I I I (5 / - / I / / I AR / !R — — — — FIRE LANE REQUIREMENTS: 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. 2. FIRE LANE DESIGNATION SIGNS SHALL BE 12"x18" WITH A WHITE BACK GROUND, AND 2" BLOCK LETTERS IN RED STATING: "NO PARKING FIRE STD. U—CHANNEL POST LANE" 66" . ALL OTHER SIGNAGE MUST BE APPROVED BY THE FIRE MARSALL. 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS 11 OF FIRE LANE, AND WITH A MINIMUM SPACING OF 50' APART ALONG THE --------PROP. GROUND REMAINING LENGTH OF THE FIRE LANE AREA. SIGNS SHALL BE SET AT A MIN. HEIGHT OF 66" TO THE BOTTOM OF THE SIGN. 30" NO PARKING FIRE LANE "NO PARKING FIRE LANE" SIGN DETAIL NO SCALE ARO (; 12" x 18" STD. FIRE LANE 10 0 10 Scale 1' — loft NL Z g a w a a U N 0 Z 00 w J U WYF _M _Q Z 0 ZO�i3 0gy)Q< Z a }- - }w I- HU�� Z _J W F— 0 - =�WOQ UO IxMY ZZL�.W U UMW NZ W ULL1 �Q = W IX W IZ LL ■ V ■ J a.� O 04�o 0) N Vi N I I 3 N CD N v •� c° °� UJ J V)' o a © 05 cn o p W CD 'o — ~ L E Z L I 0 V) 11111111 Zcr- J W Dw Z_ Z� ow 06 .7j� O � J N C. L IS a No. 21621 o��sSIONAL ��� SURVEY: MARSH & LEGGE 1 DRAWN BY: JOB NO.: PL—PLC 0411017 SCALE: DATE: 1"=10.0' 02/14/05 SHEET: 4/5 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE 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 ACTIVITY. PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. IT SHALL BE 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 ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND THE VA ROUTE 645 (AIRPORT ROAD R-O-W). 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL 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 GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. --12" x 18" STND. 2" SM-2A 8" 21-A COMPACTED SUBGRADE TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE F GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE 6" .> 13 691 •• °' 6" 2'-0" --�' CG-6 COMBINATION 6" CURB & GUTTER 1' 2' TYPICAL CURB CUT DETAIL NOT TO SCALE NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) I 2. 6., 13 ` rt 7.e i (- ' CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE AS SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 3.5' r (OR AS SHOWN ON PLANS) EXP. JT. MAT'L 1 4" CRUSHED STONE -- (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN i I �I 1"1 RESERVED RESERVED PARKING PARKING STND. U-CHANNEL POST VAN ACCESSIBLE 54" rdan 3+oo-soo rr Sao-soo iow-�w�r m►� iow-�w�r �ar� ACCESSIBLE SIGN 11 PROP. GROUND SIGN E HANDICAP SIGN DETAIL NOT TO SCALE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE PROJECT DESCRIPTION The owner of the property proposes to re-establish the existing development as a convenience store. The development plans include the construction of vehicular parking areas that shall be accessed by the two existing entrances off of Route 522. Preparation for the construction of the proposed project will include the rough grading of approximately 0.6 acres of land. Grading operations will generate fill and cut material which will be utilized on -site. Existing Site Conditions The site is relatively flat. Stormwater runoff generated on the site flows from a high point near the middle of the site to either the Route 522 R-O-W (West) or to the adjacent property to the East. The construction area has existing asphalt pavement and gravel parking and access areas. These materials are to be removed. Adjacent Areas The site is bordered to the West by the Route 522 R-O-W. The northern, southern and eastern property boundaries are adjacent to single family residential properties. Off -site Areas During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork operations, the contractor may import materials as required to achieve final grades and specifications. Erosion and Sediment Control Measures 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the northern EDGE OF GUTTER most existing site entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rigihts-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Sift fence will be installed downstream from the construction area and maintained until permanent seeding has been established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective sift fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the sift fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. 3.38 Install fencing around trees designated to be preserved. Use safety fence, silt fence or snow fence. Reinstall fallen or damaged fencing prior to the end of each work day as necessary. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1 " to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.oc 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/oc 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 SEQUENCE OF CONSTRUCTION 1. Establish the construction entrance. 2. Install silt fence along downstream perimeter of work area. 3. Clear and grub the work area. 4. Strip, stockpile and stabilize topsoil. 5. Perform rough grading of the construction area. 6. Perform final grading of site. Apply seeding and mulch. 7. Remove temporary controls after work areas have been stabilized. DUMPSTER ENCLOSURE & FENCE N.T. 2x6 TOP RA 1 x6 BOARD, FRONT & B) TOE NAIL E) W/ 2-8d N, (EA. RAIL) 8'-4x4 POS 2x6 BOTTON ATTACH RAI W/ 3-10d I` (EA. RAIL) 12" DIA. PO FILL W/CONI DIVERSION RIDGE REQUIRED to I \�' WHERE GRADE EXCEEDS 2% m to Q) 2 % OR GREATER EXISTING PAVED °_ l I-_ 000 ROADWAY i_� FILTER FABRIC C SECTION A - A NOTE: SPILLWAY USE(EQUIRED. NDBAGS, STRAW BALES I C V SEDIMENT BARRIER ORER APPROVED METHODS I TONNELIZE RUNOFF TO BASIN C �c (STRAW BALE TYPE SHOWN) \ AS 1 0 SUPPLY WATER TO WASH WHEELS IF NECESSARY. V ! Q. I 7A Q �o 0 0 doh �'o Gao° q o ofl fs�U o�c j Q)j .? AY•• A�• A WASHRACK AGGREGATE COURSE N ('' ® MIN. 6" THICK `� N J Q8� a Q I I 0O z DIVERSION RIDGE in Z9 W 70' MIN. O Z PLAN II`_ W Q NOTES: j M Z 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- I'"- W OF -WAY. THIS MAY REQUIRE TOP DRESSING, (n (/) Z REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY 0 Z W PRIOR TO ONTO PUBLIC3. WHEN WASHING ENTRANCE IS REQUIRED, ITSIHALL BE DONE GRAVEL Q J WITH CRUSHED THAT DRAINS ION AN AREASTOIAINEAPPROVED SEDIMENTONE TRAP CONSTRUCTION gz Q OR SEDIMENT BASIN. 0 C) 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE /EXIT w W Ln J ZO LIJ ~ V W EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR ~ WOOD POST I� - FLOT W Z ,oR �- WY (n C �- ZOa.p; FLOW Ug�QJ _ w WO 10 FT MAX. SPACING WITH H U Of Z -t I 1-1 I I -III_ III IRE SUPPORT FENCE jZ _J U Z PONDING HT. PONDING HT. 0 W 0 cr M Y STEEL OR WIRE & FILTER FABRIC U Z Z W U WQPD POST ATTACH SECURELY UJ - 36 HIGH MAX TO UPSTREAM SIDE OF POST.0 M Z W RUNOFF RIFF (0 3 UJ 9" W MAX. U Q jr (RE MME S ORAGENHTD) _ 0_ in I I'- I _I=-iI��� �I 12" MIN. II " 12" MIN] I ! =1 I I EI I I I- . WITH"COMPACTED IF I I GRAVEL U BACKFILL I I ■ -III=- STANDARD DETAIL ALTERNATE DETAIL a. N E TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL n 0 rn o N LO •� NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" cV CV a-Qi 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE �p STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. o .- NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. •& o c 2. REMOVED SEDIMENT SHALL BE DEPOSITED W o v TO AN AREA THAT WILL NOT CONTRIBUTE 6. ATTACH WIRE FILTER FABRIC TO THE WIRE V) > � Ln SEDIMENT OFF -SITE AND CAN BE PERMANENTLY FENCING AND EXTEND IT INTO THE TRENCH. .� STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED a� y v 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. It U) O o CONTOURS TO MAXIMIZE PONDING EFFICIENCY. s •- W �cn SILT FENCE DETAIL WITH WIRE SUPPORT �. I.- � w NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 Q 0 to Z fY J W �w to 0Z EztEi c) LLJ TH OF v ffP o � J H N C. L I No. 21621 Lh'SIONAL SURVEY: C.I.: N/A N/A DRAWN BY: JOB NO.: PL-PLC 0411017 SCALE: DATE: AS SHOWN 02/14/05 SHEET: 5/5