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HomeMy WebLinkAbout015-98 Bandit Karts II - Shawnee - Backfile (2)GL-,,,'E-RA[- NOTE`,�, VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR 33 SCALE 1" 2,000' L.LJ Ln 0 CO 1 Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 N County construction standards and specifications and/or current VDOT standards and specifitations. Transportation (VDOT) Road' and Bridge Specifications, and Standards, The Virginia Erosion 00 including detention basins during ions and Sediment Control Regulations and any other state, or local * regulations PROPOSED CONTOUR 40 C -L L_LJ C-0 (0 Ln 0) 2. Measures to control erosion and siltation, ponds serving as silt construction, applicable. In the event of conflict between any of these standords, specifications or EXISTING EDGE OF PAVEMENT must be provided prior to issuance of, the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P V C- N N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT, EX C&G A1i2-E3r->FL Ln Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER cv-k \J E > 'r c CD 3. A permit -must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. y PROP C&G 1:2-7 A 1>1 1 Q) - Ln -C (VDOT) Frederick County prior to' construction in existing State right-of-way. PROPOSED CURB AND GUTTER Z U X 4. Approval of this plain does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R -4 V 1 C�7c-p­� L -C 3: < required under State law. shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, traffic floggers be in VDbT's TRANSITION FROM CG-6 TO CG-6R 1:� La NE > W(t-4 CH E 57E F?-- all control must certified accordance with A Wl--Fc�,F-T 7Z5 17 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T T 7 -A 7 > T M .9 q) 0 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation -A • {VDOT) to cletermine if and where' guard rail and/of paved ditches will be needed. The developer will be •EXISTING V4. Design features relating to construction or to regulation, control and safety of traffic may be to deemed �y VDOT. STORM SEWER EX. 15" RCP _P co responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to subject change as necessary (,-A- 10 V_ 5; Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP f- 7 11� < V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER I 6. An approved set of plans and applicable permits must be available at the construction site. Also, a all representative of -the developer must be available at all times. land use permits for any work on VDOT right-of-way, EXISTING SANITARY SEWER CH t7 [-'I' 1� pi 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER 1- < -� < N > Control Devices (MUTCD). arranged and held, by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE r) W _J > < '--� 0 contractor, various County agencies, utility companies and VDOT prior to initiation of work. E: > CY � 0 ci- 8. , construction limits of the roadway before placing All unsuitable material shall be removed from the0 PROPOSED ELECTRIC SERVICE P P CL I, a- • embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for COVER SHEET SHEET I FINAL SITE PLAN a- < 0- C) 9., All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours- notice for any EXISTING GAS LINE 6 SITE, PLAN SHEET 2 APPROVED < LJ- 0 LL_ <' 0 than TO will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE 0 > LLJ (D _J . < < < 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V& The Contractor will be responsible for maintaining adequate access to the project from the �LINE rUJ on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY < < 6 > Pr T 11'NI f H"IN OR f 4A 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall 'be maintained 'FLOW LINE a- 0 n ac: < 0 ILI- be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -------- 1` 0 < a- LL_ o PARCEL IDENTIFICATION NO, 64 - A 151B 0 12. Construction debris shall be containerized in accordance with the Virginia' Litter Control Act; no less than EXISTING POWER POLE 0 K 0 < Qf L- < one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING. TELEPHONE POLE STREET ADDRESS: VICTORY LANE Z 0 of ui 0 >_ , and at the end of construction. * 0 13. The, contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to TOTAL- AREA: 1,000 ACRES N 3Z entering public streets, and it is the contractors responsibility to 'clean streets, allay dust, and to take V1 0. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W1 TEE PROJECT AREA: Ofo'O ACRES whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W iT!w DISTURBED AREA: OBO ACRES condition at all times. CURRENT ZONING: M-11 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V1 1. Any unusual subsurface conditions encountered during the, course of construction -shall be EXISTING FIRE HYDRANT J CURRENT USE: VACANT sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and OT. Work shall cease in that PROPOSED ZONING: M-I sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved •�by VDOT. EXISTING WATER VALVE PROPOSED USE- OFFICE AND FABRICATION 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill, EXISTING REDUCER Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER w Frov'cl 153.0a, 0 - -Z 2 7 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V11 All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall BUILDING, SETBACKS'_ FRONT. - 15, W Z Z prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing p be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN SIDE- 251 25,51 4 33.31B, > Ir. utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-�-12) REAR: 25, W J 0- _J a - of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT tL sL 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL Frov'd Lo IU result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION PARKING SET5AC<S=, FRONT. 2525.62' A. t_ C 18, When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES SIDE: 5 1 23.11' 4 5.00' REAR: 51 C� tb must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development V1 4. VDOT Standard CID and UD underdrains shall be installed where indicated on these plans r permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING HE IGPr - ALL* &0' PROPOSED 14' ,ED project, The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING' OUTDOOR LIGHTING'.. PLACED ON BUILDING ( SEE DETAIL SHEET LLJ shall meet VDOT minimum design standards and is the developer'sresponsibility. 20. These plans identify the location of all known grovesites. Grovesites shown on this plan will be protected < in accordance with state low. In the event grovesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 OUTDOOR STORAGE; NO OUTDOOR STORAGE 15 FROF05EC) engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE OUTPOCIFz- 5(6tJc, SIGN VVILLE5C- L;�UIL_C:�ING AI4r_>W1LJ__ 5E IN z_'oMrL_IAN4116 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. W17H 7-c>NINIG cp-DINAt4r_E -Tr at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to by VDOT aU h� TP-AcH P�-erG-PTAe_Lec, t4,9,9UTC:��-Tfz;A$H FZ-E6EPTACLES PF2x,")Pc),-7EC>. acceptance of any streets, any required street sign,age and/or pavement EXISTING STREET LIGHT (NoTe-:* PC-P-PL.AtJNiNC-,e��amN4C-t4T'9 iF- TP-ASH BC-6(r-4S 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an / A c5,,--a M U LA-T 0 ON -57 (TF- I cWW 0 F2- (A/IL,. 56 Pet�u (P_eD proctor AASHTO-T99, ASTM-D698, or VTM-1 as app.licable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME 'SIGN + Tc, I F45TA L� L_ C-r_-PTA,-'(_E AND ENcL_c,7-UP_r_- A,757HowtA professional engineer and results submitted to Frederick County prior 'to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT ON7HI5� PLAw F.AR. CALCULATIONS PARKING CALCULATIONS geotechnical report has ben prepared, it should supersede the requirements in this note. SANITARY MANHOLE INDENTIFIER IS fz6aLi 1 P4--- C> = I -Q rp�,,\/= 5000 / I acre = 0.11 Required Office ; I per 250 sf 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating sf Fabrication Shop - 3 4emFAC'Y'=e5 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER & p--r- Sales Room , I per 2,-?,- sf in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Office = 500 sf = 2 spaces ENVIRONMENTAL FEATURES Fabrication Shop - 3 amp, 3 spares p Al 1Y FA 1 A EASEMENT LINE EX15TING 5a les Room = a00 sf spaces Water/Sewer: Frederick County Sanitation Authority CENTERLINE FEATURE ACREAGE Required spaces = f) P.O. Box 1877 (SOURCE ITE TRIP GENERATION 6th EDITION) � 12.0 FLOODFLAIN5 0 Provided spaces = 12 Q) Winchester, VA. 22604 USE VPD EXISTING SPOT ELEVATION LAKES 4 F'OND5 0 Handicap Farkin5 U ­� (540) 868-1061 + > PROPOSED SPOT ELEVATION 125 �UETLAND5 MAC 0 I per 25 spaces Y) Phone: Bell -Atlantic EXISTING 140 MANUFACTURING 3.82 TRIPS PER 1,000 sf 3.82 1000 X 5000 19.1 EXISTING TREE DRIP LINE .. ..... I Van Accessible SINKHOLES 0 Handicap Space Provided Y) - Q) -4 >, P.O. Box 17398 Baltimore, MID 21297 NATURAL S.W. 0 Q) DETENTION AREAS (301) 954-6282 PROPOSED 140 MANUFACTURING 3.82 TRIPS PER 1,000 sf 3.82 1000 X 5000 = 19.1 EXISTING TREE 15" OAK 15" PINE- Loading paces STEEP SLOPES 0 1 40,06-0 iF requireal C) MISS UTILITY 1-800-257-7777 per Power: Allegheny Power OAK I 12'X+9' Space Froviclecl 0 Q) P.O. Box 1458 TOTAL 38.2 VPD PROPOSED TREE WOODLANDS 0 4_4 Q) Hagerstown, MID 21741 > 1-800-654-3317 0 > Gas: Shenandoah Gas Co.' MiF-JI1MUM LAl­1054.A'I?(NG, A,F-C-A FR:;,VIPIfP Y) P.O. Box 2400 OPEN 17-FIAC6 PeaU (F2-C-.D (.0 Ac_P-,F_ = 18, 49r5 -;tzw F T Q) Winchester, VA 22604 5,7.7 % (540) 869-1111 Ac_F­6 e-- t D w x r­y i, i r, r-, Ct r, n. V Nr DR"O' oft V f G R r I C MAINON F, 4._� ell, Yf T'T Y7 fr to V�ti -L) 1 Horizontal and vertical control surveys were performed by Project Name: Project Number: I WATE R AND SEWP, LINES ARE TO BE CON,5TRUCTEQ IN ACCORDANCE 0, TH, 714,E SE PLANS. THE LINES SHALL 'tT (Year) MARK D. SMITH > 01-111 AD ALL RE IREME, T OF THE FREDERICk, COUNTY SANITATION. AUTHORITY. -- ONALLY' ME QU W, S 2. All elevations ore reference to (choose one) No.0,22837 P� and it Knrts II 2150 %%05 2. THE CONTRACTOR SHALL -COORDINXTE'WITH! AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. a. The National Geodetic Vertical Datum of 192 9 (N G VID 2 9). &J ID 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES. ON NEW LINES ARE TO BE COORDINATED WITH THE b. The National Geodetic Vertical Datum of 1988 (NDVD). AUTHORITY'S INSPECTOR.' c. Other (specify) to ii Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS, RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER 1-5 SIE1, T�411EY REQUIRt; 1) THE FRAME AND COVER TO RE PROPERLY 3. Source of topographic mapping is Shawnee District 3/3/98 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF dated THE LOT; 3,), THE DISTANCE BETWEEN THE TOP OF THE COVEA1 AND THE YOKE BAR BE BETWEEN 18 AND 21 Owner: Address, including Zip Code & Telephone No. [�C AND, ALL COMPONENTS OF THE, METER BOX ASSEMBLY 10,15E, IN' PROPER WORKING ORDER. IT IS 4. Boundary survey was performed by PROFESSIONAL SEAL & SIGNATURE P.O. Box 2614 THE DEVELOPER'S Y TO THE RESPOINSIBIL.11T HAVE E METER �- X ASSEMBLY INSTALLED, CORRECTLY. dated Sam Triplett Winchester, VA 22604 DATE: --3- 3- '5)0 5. THE S--,AN ITAT]ON NJITH-ORITY SHALL INSTALL ALL, WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THESE PLANS ARE IN CONFORMANCE WITH (540) 662-7711 THE, LOCATION OF THE TAP AND THE TERMINAI-IGN POINT OF THE LAI'ERALL ARE TO BE CuukD14ATED WITH THE 5. The application of the professional's seal and signature as required by the FREDERICK COUNTY STANDARDS AND Developer: Including Zip Code & Telephone No. AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES, MUST BE MADE AND FEES PAID. STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS ORDINANCES, ANY DEVIATION OR CHANGE Address, SCALE: N I A 6. THE SAN _1TA'nON AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR AND CERTIFIED LANDSCAPE ARCHITECTS RULES AND REGULATIONS shall be IN THESE PLANS SHALL BE APPROVED BY some DESIGNED BY: 6r-2-&::, AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. evidence that the boundary data is correct to the best of the land surveyors THE ZONING ADMINISTRATOR PRIOR TO 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXIST]ING MANHOLE BY CORE DRILLING THE MANHOLE. knowledge, and complies with the minimum standards and procedures of the CONSTRUCTION, JOB NO. 8. A DOUBLE CHECK VALVE BACKFILOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR said Board; the topographic information is accurate to within one-half of the Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC THAT GOES INTO A BUILDING. THE ASSEMBLY 15 TO MEET ASSE. 'STANDARD No. 10-15 OR 1013. contour interval, as shown. Application of the seal and signature indicates acceptance of responsibility for the work shown hereon. Greenway 151 Windy Hill Lane Engineering Winchester, VA 22602 IF THE ASSEMBLY IS, MOUNTED 105,111)t A BUILDING, A-� REMOTE READOUT IS REQUIRED. - (540) 662-4185 SHEET I of z4 I CD rn 0 CD (:6 LC7 0 c_ t� 0 z d m 0 Ln C\j CD c� Q lU Z_ 0 D lU + Q J MN L d. LD ZL II N Q u� Z W r- W Q� Q W Q -A W O / z 44L- O � U i '•�tJ GEORGE W. JR, 4 CAROLYN G- GLAIZE ZONED: MI USE: VACANT P.O. 71,')(0, PG. I-1-7I FIELD VEP-IFIED I PPaDP. lZ'� -3. 8" 21-8 I S' '5M- Z-A S" PAVEMENT _ - 3" aM- Z GG- 7 13' 1365E 5TvN E - o --_-- g„ Zl-E5, Bandit Karts 11 Erosion and Sediment Control The site will have about a half acre removed of topsoil and some cut and fill involved for the proposed building and parking lot on the proposed Lot 7 of Westview Business Centre. Existing Site Conditions The site is currently an open field that has a slope of less than 5%. An existing culvert under Victory Lane drains onto the northeast corner and flows towards the stormwater management pond on the property line of Lots 5 & 6 This drainway will be regraded to flow down the proposed property line at 1 25%. The 24" RCP has about 10.75 acres draining to it at 27 cfs in a two year storm This will require the trapezoidal ditch to have 3:1 sides, a depth of I.5 feet, a width of four feet and a grass lining with a resulting velocity of 2.52 cfs Permanent Stabiliz><tion The plan calls for permanent seeding to the exposed areas of the site. This will consist of a seeding schedule and mulch Stormwater Manayment The site currently is a vacant field next to the current Bandit Karts building on Victory Lane. Through the current advances in cloning techniques we will be creating another Bandit Karts to be placed on this site There will, however, as with all cloning techniques, be some details that will not be duplicated On this plan there will not be a need for stormwater mangament since the pond that is shown on the "Charles Ricketts" site plan and the "DMK Properties" site plan was created to provide for the development of this drainage basin Maintenance I The contractor will inspect all erosion and sediment control measeures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or improved immediately. 2 Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness Additional measures will be installed immediately where deficiencies are found 3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps or basins if utilized 4 Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process. Phase l I.The site will have the silt fence and inlet protection installed 1 The site will them be grubbed and construction may begin Phase 2 1 The permanent seeding is to be put in place 2. The silt fence and inlet protection may be removed after the final inspection -of Public Works Department WD W b8-A 7 \ ED Io P>P(NGG A ` ,. O �FA S C- tf C N T Note The Frederick County Department of Public Works will retain the right to add and/ F Zo or modify these drosionand sediment control measures during the construction process, �'GU�GUT LOCH ,--__.__ within reason to insure adequate protection to the public and the enviroment 0 _ j�pnP. �f P I2 x Iq-'GflNG. s �� FIGE E NG _ T � T N (SEE D>ETA r F WD b0001 fl 0 pF'aP pf'bPoSE D �N E SToR�/ M I `{-LNG ETA t_ 7 � �°•a Q' „ cl Q SI (7E WALK gLl I LD t N G 9 I. p00 A G f2- E S *, m F� �& i M 7-1- - CA Ili P 6 `p�q ' F T WA L S 5 9 m N/G -QFTN F.F = b�,. S ) X l-IMI7`� Off �Z INV.=(m81.� t� P I. N. 6<{ - ((A 1 N " Gl—EAIzING ANp �a. � GEOp -F, W.,�12. £ GAP-o(_YN G- GLAtzE . 45 00 b52 �, 1 P 9� �4Gta :. Se-- FT '0 ° � fz•A D (N G '�• � •�• � D. 8 D 5 PG . Z 15 - P o + 6' �F— PbP. Bu I I- DING FAIR I CATI dN� w s r ¢ 0 �Z p 00 LA S ECO \/AGA NT Wpop— l5" AI7S 1Z')<-t5' �+' tea. 5 �It Fo NOTE ".GULVEP-T IS To BE (NSTAL(✓!✓ D \ 6x X EX. 121P IzAP ��( RIGKC-TTS GpNSTI�UG LION AS AGREC(� T6 13'( Zo� �\ �O �'— IS I LOADfNG � _ ( SRAG� INM/ = g5. 3 V o�/Ct�FI oW CHAP-1,E5 (2tGK6TT9, FF-ED. Go• Pcjl31_IG c AND GREENWA`( ENG(NEEF2-ING) . P P +�z W..�5 �3.3 ' 9� PAP. INS/. ►N = 683. , i P INV. �7�. �� CON �" 21-8 t 4"CRETE PFLOP LINE fl GiE f2 V I G E VJ WD 1L P>`( FG 5A I 69 6�2 2 PAP' GG- % PpOP GG-C� �3 T' PIMP. g .t�f :G . ice•-AM,P .- - _ __... NOTE) To r3E , AAdiacent Areas The neighboring areas are either vacant fields and businesses 591-6 The soils information has been taken from the "Soil Survey of Frederick County Virginia" published by the United States Department of Agriculture The soils for this site n are the Blairton silt loam (3B) and Weikerts-Berks channery silt loams (41C). These soils 5 A b 5 G U L VE IzT have only "slight" erosion windthrow hazards -Bottom line from personal observation, P f "FILE there is about nine inches of topsoil and then your into hard shale Critical Areas ��p (0 There are not any potential areas for eroding problems F,88 Erosion and Sediment Control M 42 re5 6� The area of the site to be disturb is approximately a half acre, therefore, we feel that silt fence around the perimeter of the disturbed area, an inlet protection onto the t0 86 culvert at the end of the property under the sanitary sewer line that will be installed by Ricketts Construction, and permanent seeding and mulching „on the exposed areas will be C'8 enough to protect the enviroment There will be a note on the site plan instructing the contractor that they will be responsible for cleaning there trucks before entering onto (Ooo Victory Lane This proposed development will be utilizing an existing entrance and a " construction entrance would not be feasible There is also a note on the plan that lets the PpflPoSE D l DP -A I ILIA G E E A %`1 1,i1.,,,N T contractor know that the Frederick County Public Works Department can insist on a stronger E &`S measures should they deem them necessary . .r..a, E X . Zo ` '�-,A N . S E W . Fo42-Ge MA IN E S M 'T. -.. _ .z ml � m � _ P4 F `- H GE 01 r(V Z II Z � boo w Q II Z J ZQQ WVV Q �zZ \ _J 680 4 r1- O+oo + l +� 2 -. 1 �� . k::� r OEM •�•=�"=+�+w,o1 �"� a� /_ 'T1'u�r=..�raniw�Yl� A-- + tzx Wd �8S ('S -X GU FzP ,8"21B Tr✓ pI�C� i'� 3" eM-2 :iHAP-ED 1.5" 5M-24 H,ANDIGAP P-AM•P LOGATIoN 7o t3G- I 69 AE S M , 6� VEP1 FIG-D P>Y Vr.f:,T JiV t=x FIFE - Y H YDV-A N 7 **114.9TL. TU151146 ALL 401C►IErE4 T`(PICAL PAVEMENT WIIPENING AND PAVEMENT RET^(L— ( t--k oT -To Se- A (_ I - o / - • ' 3000 psi W/ FIBER _71r 4 �N 545E r PF o G� ^iay S � �l % -.;, rp�.9�� ,�.,Ell, 5 DEW LK SECTION 1 . -_ I A 3 r- f r I b8z. z GORE DR-I(_.L. MAr-IHoL-E (7AP DY FG S A E y; ' 1 xj "" N SA► UELT. JoAN E--TfztPLETT D. �. 065, ZONE •. M- I (J5C- : MAt-4UFAGTLI(itNG ANP c611reres To 9E 4H•r w!_LPrP 2'x �" LA NDSGA PIN G G,g I-G(I L--ATI ON `7 - wiTN rLAT61 66HINo W"V rP_INTS 1,,,rL" rC4Wu44N •1AwN * ALL MATE.( 4Ai _ GeVAL rLAN11IL7- 71`451ATemo — - - - - - - - - - PE�IMETEIz- I-u AA Be tz - 8'u16',K 1/4' 4TEl+L� `t6A7G9 TAP I[E6BIVE { 76 211 it 1/4•0 r• V10• (i• Nam. •T" NI•w4S I �) I GATG r0'fT �I tS" it V • 4016 PA it rafT4 It •MC t.ATi-N = 6tA6Ki Tf w1TM 01A4~04 GO. 'I /j PO&Ci OT1.. aroLuW#4 I DA46 I �,n,�.�...m.r....As»nnnr-,;..mas�.amanva.,w.�.w.mse�z•. 40XAv• 412" IV L PiJ L P"9TE 12 GA T E .17 F TI NOT To 'PGA L & e (z SPACES -- Ire_ (. Z- F RoN T vrl=Ylf TP-EE z o P- (L--3, wp WHITE DoGW�DS (I t� -ToTA (_ (A L L TP-C E5 SHA 1--t_ 13 E A Z - Z '/ z GA (_ (PCP- A-f TIME —F FLAN -CI N G ) t=L—-� Z Kview • plznP HEDGE (U5E GoMMc,H ot2 1, IT-it_C- t�t �~"s LEA F BoJCWOOD 3' HIGH AT -TIME OF F(-ANTING DETAIL- 3CAP-D FEHGE APCNJAP Imo}- SHR-u135 -TOTAL, p 3.S' ,l PARS" ©UMP'2 fCR PA D Fo4R<ING AREA PAVEMENT • ON c- � 14/I • BUILDING L-(GH-T pETAIL ( N.T. -,- -) Im 1.5" 5M-2A 3" BM-2 b" 21-5 BASE STONE ENTRANCE PAVEMENT SECTION (BA5ED ON GBR-fb ) 345 - 1 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2. EXCAVATE A i X i TRENCH UPSLOPE ALONG THE UNE 0I STAKES 6'WJc. PLAY 3 STAPLE FlLTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL ff tNTO THE TRENCH IN SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) . or ��///� POINTS A SHOULD BE HIGHER THAN POINT a. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source:Adapted from Installation of C raw and Fabric Fitter Barriers for Sediment Cnnirnl Sberwood and Wyant Plate 3.05-2 0 Z cc W W 0 W N O 00 N N � I C � N -J °, I 0 N LO c0 0 •d- a CD � OX F-� o' to cn L L (1) 0 a � � C Q) Q CT) L � w (n 0 Z w z Q � s N 0 Z Z W &s IiQ w I W N � W W Q r cn 00 a p N� � Q z�r'1 �� OD pli (24 W � � E-1 Q QO >� O DATE: 3/3/98 SCALE: 1 " = 20' DESIGNED BY: GO JOB NO. 2150 SHEET 2 OF 2 Gr-WERAL NOTES VDOT GENERAL NOTE3 LEGEND VICAITY MAP EXISTING INTERMEDIATE CONTOUR 33 SCALE 1" = 2,000' L-L.J 0 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR ----330 00 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road' and Bridge Specifications, and Standards, The Virginia Erosion C-D Q) N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 C: 0 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, The applicable. In the event of conflict between any of these standards, specifications or EX EXISTING EDGE OF PAVEMENT _J 0) 1 0) must be provided prior to issuance of, the site development permit. approval of these plans in no way plans, the most stringent shall govern. PROP E/P C- V-1 > = relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT EX C&G A 12-oc*?- , LO Ei:z Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER \J ff U) c 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G > 4� C: 0 L-Li § (" c- Ln (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER > Z -C 0 X 4. Approval of this plan does hot guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R V I CTZP­� < State low. shall be in accordance with the current edition 6f"'VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R ------- ---- --- - V13 IvVlt-4CHC-5�7E F-- LANE required under Furthermore, all traffic control flaggers must be'ciertified in accordance with VDOT's A I rl�c>f T I;__T 7 Z u) cn L_ %.- 5. The exact, location of all guard rails will be determined by VDOT personnel. "A Joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications! Section 104.04-C, EXISTING TELEPHONE LINE T PROPOSED TELEPHONE LINE T A -*55 1 T C- M a) 0 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation > (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may y be subject to change as deemed necessary by VDOT. EX. 15" RCP EXISTING STORM SEWER 8 C W V) responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to A Ap Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP < V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER LUA 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a - land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER C" T IN LA 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic i V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER < _J < Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE _J > > < 0 contractor, various County agencies, utility companies and VDOT prior to initiation of work. E > ry or- 0 C) a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P a-, LL. a - embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for COVER SHEET SHEET I ,FINAL SITE PLAN < 9. All pavement sections on the, approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time, VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE 51TE PLAN SHEET 2 APPROVED 57,//g 0-1 < :D < 0 0 LL_ > than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G DATE 0 LL_ C) 10., All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the < Ch -<J < _J I- on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance . PROPERTY'LINE 1`__ < < > 0 of M it F. ot P R, '�\,!R- 0 J C 11. All springs shall be- capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. Furthermore, access to other properties affected by this shall I be maintained . FLOW LINE 75 a- 0 7' '5 n cr- < 0 be minimum 6" diameter and conform to VDOT standard SB-1. project through construction. FENCELINE i. J, _J 0� Cl- w V) PARCEL IDENTIFICATION NO (o 4 - A - 151b 0 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING. POWER POLE 0 0 ch UJ Cn < one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and-- maintained on the site during STREET ADDRE55: VICTORY LANE L UJ UJ and at the end of construction. EXISTING, TELEPHONE POLE o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to TOTAL0 AREA: 1,000 ACRES entering •public streets, and it is the contractors responsibility to clean streets, alla dust, and to take y V10. All water and sewer lines within existing or proposed VIDOT right-of-way are to have EXISTING WATERLINE W/ TEE -C PROJECT AREA: 0,60 ACRES < whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W iTi D15TUR5ED AREA: 0_50 ACRES condition at all times. CURRENT ZONING: M-1 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V1 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT CURRENT USE: VACANT sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that f=1ROFQ5EQ ZONING, M-1 AND FA5RICATION sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE FR01=05ED U. OFFICE 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VOOT Inspector PROPOSED WATER METER standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER W 0 7 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall BUILDING 5ET5ACK5: FRONT: '15, 2 Z -Z prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical M1,101ximum density as determined by STOP SIGN SIDE: 25, 25.51 4 33,315, > < Z utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) REAR- 2 5' 11-35.51 Li CL _J OL of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT 1 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND�OR JURISDICTIONAL STANDARD AMP CONSTRUCTION ReQ,cl Frov'd result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PARKING 5ET5ACK5: FRONT: 25' 2 5.6 2' 18. When is letters from involved final VDOT approval. PARKING INDICATOR 51DE: 51 2371' 4 5.00' grading proposed within easements of utilities, of permission all companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES REAR: 51 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development V1 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 5 permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING HEIGPT; ALLOWED ; 60' PROPOSED - 14' project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way VDOT design is the HANDICAP PARKING OUTDOOR LIGHTING: PLACED ON BUILDING ( SEE DETAIL SHEET tJ 1- o 0 shall meet minimum standards and developer's responsibility. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected < in accordance with state low. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 �> OUTDOOR 5TORAC�.,E: NO OUTDOOR STORAGE 15 FROF`06ED Q 4 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to Unit total be PROPOSED BUILDING ENTRANCE 15�IG�4 WIL-Lbe e,'ePMPL_1ANe_F_ 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. and prices may obscured, 7, ( WI H FI2-r_-PEP-4CK C.CUWTY ZON-INIG f,)P-C;)1NAN6E at (540) 662-4185 immediatel of any discrepancies between actual field conditions and the approved plan. y V17. Prior to acceptance by VDOT of any streets, any required street signage and/or aLAT��� TP-ASHI P-ECE,PTAe' LC-5 1-4,947UTCz�-Tfz/45H P-EC-EPTACILF-S PFLz::>Pc>5,ED. pavement EXISTING STREET LIGHT (t,1CTF_, PEP -PLAT 4N(t46-GoMMC-NT-7 IF TF?-Ae7H 13C-6(r-45, 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an -T-ACZiJMULA7C-: ON 57(TF- I 47W64012- W(UL- 56 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + To INSTALL P-C-_CaP-rA6L6 AND ei,46L_c-7-up-c- A-7,7-HokAlt,-t professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT ..... ..... &? N 7H I P LA �4- F.A.R. CALCULATIONS PARKING CALCULATIONS geotechnical report has ben prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who" maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 Flpt,,V= 5000 .5F / I acre = 0.11 Reclulred Office:: I per 250 sf Shop or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER Fabrication Sa Ins Room : I per sf in Frederick County appear below. These numbers shall also be used to serve in an emergency condition, Office = 500 sf = 2 spares ENVIRONMENTAL FEATURES Fabrication Shop : 3 ernp. = 3 spaces T§ ID [7h A I(D'I "i, D A,TA EASEMENT LINE Sales Room = a00 sr = --I- spaces EX15TING Water/Sewer: Frederick County Sanitation Authority CENTERLINE FEATURE ACREAGE Required spaces = f) P.O. Box 1877 (SOURCE ITE TRIP GENERATION 6th EDITION) 12.0 FLOODFDLAIN5 0 Provided spacer, = 12 Winchester, VA. 22604 USE VPD EXISTING SPOT ELEVATION LAKES 4 PONDS 0 Handicap Parking (540) 868-1061 + > PROPOSED SPOT ELEVATION 12 5 WETLANDS RRIAC, 0 1 per 25 spaces Phone: Bell -Atlantic EXISTING 140 MANUFACTURING 3.82 TRIPS PER 1,000 sf 3.82 1000 X 5000 = 19.1 EXISTING TREE DRIP LINE SINKHOLES 0 1 van Accessible Handicap Space Provided Q) ­4 >,, P.O. Box 17398 Baltimore, MID 21297 NATURAL S.W. 0 Q) DETENTION AREAS Q) (301) 954-6282 PROPOSED 140 MANUFACTURING 3.82 TRIPS PER 1,000 sf 3.82 1000 X 5000 19.1 EXISTING TREE 15" OAK 15" PINE 'n "'J, Loading Spaces STEEP SLOPES 0 40,0050 s'F required rZI 0 MISS UTILITY 1-800-257-7777 per Power- Allegheny Power OAK I 12'><-�� Space Provided 0 U Q) P.O. Box 1458 TOTAL 38.2 VPD PROPOSED TREE WOODLANDS 0 4==i Q) Q) Hagerstown, MID 21741 Q) > .­4 1:1 1-800-654-3317 0 > 4� Gas: Shenandoah Gas Co. MiI_(IMUM LAOP15CAllf(NG AF-E:A ?P1r>VIPEP Q) --d P.O. Box 2400 1-0Ae.FzF6 Q) Winchester, VA 22604 57.7'% PPLo\/IPeC> (540) 869-1111 4-) C T��, tj "L; 1. U t U6 '01 ,)URVU fid"D` R U v�,IrORMA ON 0 7, TF J 1 -3, 1 Horizontal and vertical control surveys were performed 1, WATER .AND SEWER LINE'S ARE TO BE CONSTRUCTED IN AUORDANCE W -ESE PLANS. THE LINES SHALL, _1 TH THESE by (Year) MARK D. SMITH Project Name: Project Number: ADDITIONALLY MEET ALL RtOUIREMENTS Of THE FREDERICK COUNTY SANiTATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE W114. AND ARRANGE FOR INSPECTION 5,Y. THE AUTHORITY. Ti, EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW' LINES ARE TO BE COORDINATED THE 2. All elevations are reference to (choose one) a. The National Geodetic Vertical Datum of 1929 (NGVD 29). No 0 837 P,� 22 -Oandq, *t Ka,r'ts II 2150 WITH b. The National Geodetic Vertical Datum of 1988 (NDVD). Magisterial District: Date of Plan: (Month, Day, Year) AUTHORITY'S INSPECTOR. c. Other (specify) 101VAL 4, THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT I,,$- RESPONSIBLE, FOR, THE INSTALLATIOt4 OF WATER �METER 'ing Shawnee District 3/3/98 Ki MIETERS. 8fY0RE A, PERMANENT IS SET.' rF-iEY REOUIRE; 1.) THt FRAME A�N�D'LCOVER TQ BE PROPERLY 3. Source of topographic map p is 'ALIGNED WITH ITS METER SOXAND YOKE BAR:; 2) THE FRAME AND. COVER, TO BE SET TO 14 rINAL GRADE OF dated THE THE LOT; 3) THE DISTANCE. BETWKEN THE TOP OF THE COVER' AND THE YOKE BAR BE BETWEEN 18 AND 21 * 'TO Owner: Address, Including Zip Code Telephone No. \` INCHES- AND, 4) COMPONENTS THE MET I ER BOX,- ASSEMBLY WORKING ORDER. IT IS BE IN PROPER 4. Boundary survey was performed by PROFESSIONAL SEAL & SIGNATURE P.O. Box 2614 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER1,B X ASSEfivtI Y INSTALLED CORRECTLY. dated Sam Triplett Winchester, VA 22604 DATE: _3 - 3 - cf> 0 '5;, TRE'SAMTATION AUlTHORtTY SHALL INS -TALL ALL •WATER, AND SEWER SMACES THAT CONNECT TO EXISTING LINES. THESE PLANS ARE IN CONFORMANCE WITH (540) 662-7711 THE LOCATION, OF' THE TAP AND, THE TERM[NA TION POINT OF THE i_A FERAL ARE TO BE CooRDIUATED MTH THE 5. The application of the professional's seal and signature as required by the FREDERICK COUNTY STANDARDS AND Developer: Address, Including Code & AUTHORITY'S ASS[STAN1 ENGINEER. AN,,APPLtCATll0N FOR SERVICESMUST BE MADE, AND FEES PAID. STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS,~ LAND SURVEYORS ORDINANCES. ANY DEVIATION OR CHANGE Zip Telephone No. SCALE: N1 A 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FU.,RNISH­ T14E MATERIALS FOR- AND CERTIFIED LANDSCAPE ARCHITECTS RULES AND REGULATIONS shall be IN THESE PLANS SHALL BE APPROVED BY same AND MAKE THE TAP. THE CONTRACTOR MUST- MAKE APPLICATION FOR AND PAY FOR THE" COST OF THIS WORK. evidence that the boundary data is correct to the best of the land surveyors THE ZONING ADMINISTRATOR PRIOR TO 7. TIDE' CONTRACTOR SHALL TIC"IN A, NEW, LINE T0- AN EX STING MANHOLE 8Y CORE DIRILILI , G MANHoLE- N THEL knowledge, and complies with the minimum standards and procedures of the CONSTRUCTION. DESIGNED BY: 8'. A DOUBLE CHECK VALVE, BACKFLOW PREVENTION. ASSE148LY IS TO BE INSTALLED' ON ANY LINE (FIRE OR said Board; the topographic information is accurate to within one-half of the Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE'STANDARD No. 1015 OR 10113• contour interval, as shown. Application of the seal and signature indicates acceptance of responsibility for the work shown hereon. 151 Windy Hill Lane Greenway Engineering Winchester, VA 22602 JOB NO. IF THF,,ASSEMBLY IS,MOUNTED INSIDE A SU(LDING, A REMOTE READOUT IS REQUIRED.(540) 662-4185 SHEET I ,,, f= 2 01) rN� PAVeVC-NT ADbtT t4 v � w� - 0 D CSJ � z W + � Q Q th — eL � -> LD rL fl IU Z W \F\ 11 kolh I A pp-v p. I & ' --\\�, I , w E -1 I LA O �I m t1 d I � C e m P "- G� n i &`90 w Q �X a z WQ J Q T Z W , \S v i \ �-ZZ 68S z �W— 680 _J t` O+po �+ 1 +� (5 it AD5 GULVEIx-T In GEORGE W. JR. 4 CAROLYN G. GLAIZE ZONED: MI USE: VACANT D. J3, 7,5>& , [7G . I -F-7I ,'N Bandit Karts 11 Erosion and Sediment Control Permanent Stabilization The plan calls for permanent seeding to the exposed areas of the site This will consist of a seeding schedule and mulch. Stormwater Manawment The site currently is a vacant field next to the current Bandit Karts building on Victory Lane Through the current advances in cloning techniques we will be creating another Bandit Karts to be placed on this site There will, however, as with all cloning techniques, be some details that will not be duplicated On this plan there will not be a need for stormwater mangament since the pond that is shown on the "Charles Ricketts" site plan and the "UNIX Properties" site plan was created to provide for the development of this drainage basin Maintenance 1 The contractor will inspect all erosion and sediment control measeures after each rainfall and at least daily during prolonged rainfall Damaged and or deficient areas will be repaired or improved immediately 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness Additional measures will be installed immediately contractor that they will be responsible for cleaning there trucks before entenng onto where deficiencies are found (Oe�(O Victory Lane This proposed development will be utilising an existing entrance and li construction entrance would not be feasible There is also a note on the plan that lets the 3 Sediment will be removed when sediment volume reaches approximately one half of the PSE D (o F, P--A I hIA G E E A r✓ KA E N T contractor know that the Frederick County Public Works Department can Insist on wet storage for traps or basins if utilized stronger E & S measures should they deem them necessary E.X . Zo SA N . 5 E W . �o42GE t�tA l N E S M ' T. 4 Permanent erosion control measures include the establishment of grass on exposed _ surfaces disturbed in the construction process X _. _... now ., w..�,,,���'T_Z .r,..00 I.The site will have the silt fence and inlet protection installed 2 The site will them be grubbed and construction may begin Phase' X x X X x �� �I The � 2 The silt fe�ncenanseeding nietg iratectionput ma place be removed after the final inspection of >F / Wp WD �88 68 + �- PRoPvSED to _ TE -a Public Works Department y Pee 688 o T" ° ' �'g� C-MEN T Note The Frederick County Department of Public Works will retain the right to add and/ z'cuRaGUT Zo »,, '. -_ or modify these erosion and sediment control measures Burin the construction process, iO4 12 x I.- within reason, to insure adequate protection to the public and the enviroment D �FDP. sf• , �FIGE 4 G�NG. PAD A �/ ENGZ �' B. FP-1- LNG 5!W ^' I-Q5f1fzE �, FT N (SEE DE TA l L r X _ �\' L_ o 7 T , WD b�� D� SToR� - META L t Q �c.i i i_prN G Z I - � 9 I. OOoA A G f� E 5 m Y SI CE WALFG SM - zALr� m 9 9 9 W N f 'fit Ssz . F T ���TA, L-) 9 / P. 1. N . 64- <C i F= 6� s x L- I M 17 S o f � A !— E,9 fz L N G .�1 N D �` p I N cA r` GEOf�G= W. JiL. GAP-�1_�(N G GLARE 69e, 4ax� s62-FT) i C� FzA D ! N G �� D-F3. 8�5 PG. ZIP pbP. Bull-�tNG �tAQIGATIoN ;' o 2-oNE M- 1 _. _.... �.......t,... p� I-IGHT TYP. 00 U S E NT b w w wp ��� 3' rao,op-- . - VI/ ,ll, If 00ADS + tea. S I-tl R, �CNoTe ".GUL-\/EIZT (STo 56 INSTALLED IS I LogpING ,C, X EX. RIP -fzAP BY P-IGKETTS GpN5T12UC,TION AS AGf�EP To 13--( ( SPAGt✓ INV. = 85. 3 V o�/EF�-F1-�/ TYP. �o > -,_ c GHAR•I.ES WGKETT�i, FP-eD. Go. PcJ811G vV 3 Egg 0 d S AND GP�ENWAY ENG(NEERING) . �' „ W ..-„r -My 6a 33.31n'S' 1�P I N I N I I I �z _ Z5 p-. L ... �P o0 Lit �9 Pl�oh. 1 a 21-8 4" CONCRETE G!JPP E (2- Q ��,,,. •-�-- , 1 min m psi W/ F 1 BE R W 3 IF pvP . _ SiE12VIe—C V-4 ,,yD HNC E(— o �= - ,_,L. i 4" 2I-5 BASE 2 6 p pvP. C pG mr�m - . �,�_ .._._� 5:r"� +'. &TONE T I ON 2 _ PAP i II 3 g _� SI "iv --_ ..... W K C --- � ' DEAL SE 044T4 FIELD VEFL(FIED PPnP lZ'e 3. 8" 21-8 S'' PAveMENT g„ 5A5E T'iPICAL PAVEMENT WIDENING AND PAVEMENT DETA (L_ ( N 07 To 5,--A I_ E) 6eS 46 68E Project Description The site will have about a half acre removed of topsoil and some cut and fill involved for the proposed building and parking lot on the proposed Lot 7 of Westview Business Centre. Existina Site Conditions The site is currently an open field that has a slope of less than 5% An existing culvert under Victory Lane drains onto the northeast corner and flows towards the stormwater management pond on the property line of Lots 5 & 6 This dramway will be regraded to flow down the proposed property line at 1.25% The 24" RCP has about 10 75 acres draining to it at 27 cfs In a two year storm This will require the trapezoidal ditch to have 3 1 sides, a depth of l 5 feet, a width of four feet and a grass lining with a resulting velocity of 2 52 cfs Adjacent Areas The neighboring areas are either vacant fields and businesses The soils information has been taken from the "Sod Survey of Frederick County Virginia" published by the United States Department of Agriculture The soils for this site are the Blainon silt loam (3B) and Weikerts-Berks channery silt loams (41C) These soils have only "slight" erosion windthrow hazards. Bottom line from personal observation, there is about nine inches of topsoil and then your into hard shale Critical CS There are not any potential areas for eroding problems E88 � i n Sediment Control Measures The area of the site to be disturb is approximately a half acre, therefore, we feel that sit fence around the perimeter of the disturbed area, an inlet protection onto the culvert at the end of the property under the sanitary sewer line that will be installed by Ricketts Construction, and permanent seeding and mulching on the exposed areas will be enough to protect the enviroment There will be a note on the site plan instructing the lJ tnnunprpp tug U 0 W N to 00 Q N N d- 100 E N C) .� �N =� a� I fn o d� U � X t; to to ,_ L_ a4i a C> CT i c :3 w cn 0 Z z (Z Q � J 0 ` Z N z z W Z >Uj g Q 2 Q !1 a IL W W F- dJ to 11 Q r r �ZA V) 00 H No -� Z c) TAP BY FGSA En '-. cavrC. W .. � w�a 2" SM-2A ill_ ' ('7C f-I . IJ O TE) EX R-r3 W To eE S"21-B E-i3" 151-1-2 �o, CHAP-ED 1.5" 5M-2A H,4 NDI GAP (z-A M�P LoGA T o K -T e3 G- I 6� A- VEf�tFfC-� PAY T I !=x Flf2-E Y H �(PFzA Is -IT $•tiA'x 114' 4TEdL- rLAT61 Ti REGa1V E 4 ' Ni. ' T - ►tl l mr-S-F Co x fv" G 6 PA C ►O- T4 WITH 411.4~N Go I VV&4;P *TL. d0oLUW#4 CA46 stir ve 0 4~1111IIR.4TL. 7051NG ALL GOW-NEW-4 AND G60T`99f Tv BE '914II!1 W-F-LPtP wMN ILAT61 &eN(ND WS_J-/ l+ _WTS I rli« ItOlUbN *AWN 6evAlL /LAM KI it ALL. MATER•tAt. TO 1!5 t' TOLCAT e O Lis"0C Lz F INN T I 1 GATG ropsT VIt=MI t% e• Mt LATH a SCAGKS-r rf= f4 J ,dU I�i fiT E 12 GA Y E D E TA I L. (W-IT To 9e•A L.6 1 �( V • ellp^ P-o I. SA MU E_L_ 7. J C) A N E. -Tfz-I P L E T T D. �. g85, pG . -t3S ZoNE'. M- I (JSC- : MAN4UFAGTL1f2-IN G O Coll 21-5 BASE r T STONE PARKING AREA PAVEMENT SECTION (BA5ED ON CBR-(o) n lO/I6 EkJILDING LIGHT DETAIL (N.T.s.� 1"2 1.511 5M-2A E-+ 3" BM-2 � O 8" 21-6 BASE E-+ STONE ENTRANCE PAVEMENT SECTION E (115A5ED ON CBR-6) L Q Q 3.05 L�•al CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2. EXCAVATE A 4 X i TRENCH UPSLOPE ALONG THE LNE OF STAKES rtvr k IU - -III r 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH. flu - i ac 1U SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) r or I A/A \\\� POINTS A SHOULD BE HIGHER THAN POINT a DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Inuallauo_n of Straw and Fabric Filter BWrien fOf Seed n, nt Control Sberwo0d and Wyant Plate 3.05-2 ►®y M W �NQ � (D DATE: 3/3/98 SCALE: 1 " = 20' DESIGNED BY: GO JOB NO. 2150 SHEET 2 OF 2