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HomeMy WebLinkAbout35-01 Schrock Bus Terminal (Parking Area) - Stonewall - Backfilem m rn rn m 6 rn L n a L N Y 0 Cr Ln _m CU LD 3 0 0 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR --------- _33 ----" -- P4u SCALE 1" = 2,000' W00 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 ��. A' Z N �j 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 ��e / C� v N to N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR '�sT \; J�li IM�aeeN W v .5 " 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or EX E� t7F:Dl_E J Q' 1 PP Y P EXISTING EDGE OF PAVEMENT o 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® <G tiW Q = 5 - relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT EX C&G vP� '�- '` a� m 1 Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER - - =- Z C N co o� ; Safety & Health Administration and VOSH Rules & Regulations. LAJ °' r tn 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Y 9 PROP C&G t a (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER ���Te� � c a Q ! V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 ;G-6R h �' I^ C D �- f 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is �� _- m 1r shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R ---- --- - --- �- � � ,�• �-vILLE ,t Q' � required under State law. V) an Furthermore, olll traffic control flaggers must be certified in accordance with VDOT s / N �4 � January, 1 EXISTING TELEPHONE LINE T ----- A% /uTF �V Z °' 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held y, 994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T� A 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 EX. 15" RCP (VDOT) 9 / P P � w cn' responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER a T E Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP ' �� �y V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 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. required h local T i EXISTING SANITARY SEWER SHEET INDEX �.Q V6. If equ ed by oca VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER a J 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic o W �,�> Control Devices MUTCD . arranged and held by the engineer and/or developer with the attendance of the > a o ( ) EXISTING ELECTRIC SERVICE ,� > X contractor, various Count agencies, utility companies and VDOT nor to initiation of work. PROPOSED ELECTRIC SERVICE e - CO SITE PLAN SHEET 1 n a a 8. All unsuitable material shall be removed from the construction limits of the roadway before placing Y g Y P P o �+- a embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for �a r°o PROFILES AND DETAILS SWEET :3 Q :0 a any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE W < O 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less LAND6dAPING AND SHEET �t o U. than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE E,RbSION PLAN o `` o �-'' Q QQ I Q 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 PROPERTY LINE c~n J I->G o on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance > 0 in accordance with the- Virginia Erosion & Sediment Control Handbook. Sec 3.02. FLOW LINE - - -- - -- + Z z 2 a. W 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PRO !ECT INFORMATION J o Q oQ a be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE - '�- '4---`' �`--" - 4 Q a CL a cn 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than g EXISTING POWER POLE �- PARCEL IDENTIFICATION NO 54 - 1 - lA 0 z �`' ? Q one litter receptacle shall be provided at the construction site. g V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDiRESs: EN DRIVE Z and at the end of construction. EXISTING TELEPHONE POLE a ,0 11- p 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to ,T TOTAL AREA: 98 ACRES r] {# 3 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE JECT-AREA: 4 ACRES Q G 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 DISTURBED AREA: a ACRES condition at all times. CU T ZONING: M-1 }; 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 0JRRENT USE: VACANT V immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED ZONING: M-1 Z -2 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut SED USE: BUS TERI` INAL�F�� MA1tJ"(�NP�tc�/U_H z � sheets, and connections to existing lines. vicinity until are adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE 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 ® 15UIL121Wj SETBACKS: FRONT (IMBODEN): 15, 11® standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER -w- SIDES- 25725' 68.94'/12123' p' 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER REAR: 25' 332.19' (FULL SCREEN BUFFER) 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 P Y Y g be compacted yin 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN �` FRONT (I-81)- 15, 355.16' 9 � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width Ld � 1 utility verification and the proposed construction. P P HANDICAP RAMP (CG-12)./� of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENINES LWA70 OF STD VDOT w 1 tL dt 3 E 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by o qualified independent agency shall be conducted as required in the VDOT JUnONAL 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 stA CONSTRUCTION PARKtNCs SETBACKS: FRONT (IMBODEN): 25' 25S' ® is 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR 12 SIDES: 5'/5' 550'/83.12' w W 9 9 P P P P POCATES THE NUMBER OF TYPICAL PARKING SPACES � � REAR: 5' 106.11' (Fl.lLL SCREEN BUFFER) must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans 7}� FRONT (1-8U: 25, 283.00' development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION ! M 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING WEI�tHT: ALLOWED : 60' PROPOSED : 20' _ project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any. dedicated street right -cif -way W ® 601 0 LJ shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C OUTDOOR LIGL-ITII•r:'1: PLACED ON BUILDING (SEE DETAIL SHEET 3) I- 0 e N 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected tN `T i in accordance with state law. 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 STORAPxA: NO OUTDOOR STORAGE 15 PROPOSED engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ! 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. 77 F at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement -{�- markings must be installed b the developer or, at VDOT's discretion, b VDOT on an EXISTING STREET LIGHT Y 22. Controlled fills shall be compacted to 959� of maximum density as determined by method "A" per standard g y P Y proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered account receivable basis. P PP Y Y 9 PROPOSED STREET NAME SIGN professional engineer and results submitted to Frederick County prior to pavement construction. If a �� FAR CALCULATIONS PARKING CALCULATIONS geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating APP'1_ . VDdT .HOTC-57 SANITARY MANHOLE INDENTIFIER 12 16,200 of / 9.8 acres s 0.038 Required Office : I per 250 of or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement raintenance Shop I per employee I of excavation or demolition. Names and telephone numbers of the and operators underground utility lines a) `fHC` 5WM PicINb WILL. SE MAiNTA WED 5`('THL: ®wNEP- AND "THE STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. VIIaGINI�► pEF T. ®F ip$AN�P®�-FATI®N WALL NOT BE LIABLE FoR of rice = 3000 or ■ 12 spaces I AN*-( I._fATTL531F•5 F-eL.ATED TO THIS ft:PN®. ENvIRoNMENTAL FEATURES Maintenance Shop : 3 emp. • 3 spaces ' EASEMENT LINE EXISTINCs b) THI; OUTLET OP THE P®ND I�bEs NOT NEGATivEL'( IMPACT THE cd Water/Sewer: Frederick County Sanitation Authority FEATURE ACREAGE Required s aeee a P.O. Box 1877 _ �iTO AINAGE ��sTem w►TH(N 7HE VPOT P-IGHT oil WAr CENTERLINE z HE WI G OF IN S A "T A A 12.0 FLOODPLAINS 0 Provided sp cis 36 ,..� !l T FUTU P-E LSE N I N TC R T TE l-o(J E Ibl h/I `( F FEGT EXISTING SPOT ELEVATION cd ,d Winchester, 06 22604 --THIS LOT AND THs LOCATi®N �F THE GIONAL.. AHD. LAKES t PONDS 0 H n Parking (540) 868-1061 1 1 He Go �c G-Y° WILL i'A KE GA PzE 94oT T® D 14iLloze ANSI L �4 N ® PROPOSED SPOT ELEVATION 12 5 WETLANDS fPIAC 0 )per 2 spaces ��"', _ ._vVITHW...TWE._.INTt?R+ST�►TE . FIGHT of wA1(. SINKHOLES ® 2 Van Aeces3lble Phone: Bell -Atlantic EXISTING TREE DRIP LINE �-~ ` .� ^'-� ~' -` NATURAL 5111 0 Handicap Spaces Provided , �y P.O. Box 17398 .._. _-. .----._ .. ._._.. .. . _.._..._....._ ....._.-- . Baltimore, MD 21297 . �D5) �J"L DETENTION ALAS 0 ., (301) 954-6282 EXISTING TREE 15" OAK 15" PINE i a 0"4Ittl i�.f STEEP SLOPES 0 1 per 40,00fd of re uired U? O MISS UTILITY 1-800-257-7777 p q 1~ � � 0 O �159a Power: Allegheny Power OAK � .:� P.O. Box 1458 PROPOSED TREE (��- WOODLANDS 0 /�Db1"C10 NAL_ `_S/liD : D N w ►-a Hagerstown, MD 21741 ,V 1-800-654-3317 O U- W AUL = S L SFA(4,--S Gas: Shenandoah Gas Co. G?iq��, � .©' V P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 rt"vtAc� S'F - d2 d i FCSA CONSTRUCTION NOTES TRIP GENERATION ` DATA , , . � , _ O I• " ER S�'T t��z, TH o O 14 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL USE (SOURCE : ITE TRIP GENERATION 64h EDITION) 1PD V ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. Project 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. MICHAE S. STICKLE � Project Name: Projec Number v 1 II 030 TRUCK TERMINAL 81.90 TRIPS PER ACRE 81.90 X 4 ACRES = 327.60 1� I°Il 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE "d� LIC NSE �o Schrock Bus T G r / / /t / (� a 2131 AUTHORITY'S INSPECTOR. 0 031162 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER 6 ' Magisterial District: Date of Plan: Month, Day, Y f METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY TONAL _ I i ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Stonewall District �/25101 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 NOV 2 1 2( 01 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Address, Including Zip Code &Telephone No. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. PROFESSIONAL SEAL & SIGNATURE 621 Atwell Avenue DC-IT.OFRANNINGIDE Larry and Dorothy Ann Schrock Winchester, VA 22601 DATE: ? THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE Y y /�h1OI it E PLANS ARE IN CONFORMANCE WITH (540) 678-2871 ES AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. THTHESERICK COUNTY STANDARDS AND Developer. Address, Including Zip Code & Tel one No. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE g P SCALE: N/A AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY same,I 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: MD DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2131 11 1' Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 41 'E;1 v aD - 0 UD a c 0 Cu Y U O Cr z C„ 0 'INS/ 615.6' M rJ C o �� ID .E J F r{ • = > i t u 0 a (1,x rn to L v C >' c :3 C 7 LEI In U It FIRE M NK'5fj /NK LL NOTF FI R15 1_,b.-1E MPRKIH(� �` 51(,rNf>CcE j w f� LL N o P�RtC I N (,r w 5 I LrNS PAN D (� LLD v,/ ? j _ ' ! Pfs I N T ED G uRfS L.GGA-f IGt-15 W t 1- Ps'� IN'jTP+LL-ED �Y t=1ELD INSPECTION f'7 t� LL Ll THE bIREGTloH O1= THE (GfGeDRIGK G00t- T f a � FIRS MPRS+-ILL a J �' n w Q n w _ / a < wQ > C, L.DT (U--HAUt-) z �Q IT io 3P�c .� rr / j �� �-Q� �� -� E N� ��t�1�•Pq�N& t� i ►� ( 1,�. YeeIM�IZ p Z w �� Q ' / _ " w PFPHAI � <�?�0 �"- 4EAzl�o (n .� - • 7 TR�s R vt�p 2 1 ti I" WE Ex. M. w Top(iB2 I <y ' IL.t'f>✓>�i�R �',113I.atj 1D Q / N IN a � 1N6 i z ►- tilt S AtION /` �-3 w W z 6 J Z` ,gyp \ FAW 0 Q F j ` ) W j �`C(rfR'l, w W I_ LL p Ir O g o Cl �-rAti �,tM,� UaNc�4Pile� �ic No I:A�W60 AU_,Q4e,NW > 9J - _-- LANVr-XAPn� CAkL.WLATIO,,� - w m p e C, r r O kK Merr• - :� °�, _ / i' �' - - - Ttl� 54 -1-12 ( P iNGrr A ROCCO BUILDING SUPPLIES, INC. Z DB. 838 PCs. WI'r+v� '�� e� t 4, o IF dO"A 4 ZONE: M-1 I S' ; •� 14C 4, "I, 4k USE : COMM. i � J � '�T 's✓ � \ � 1 C � j ' I 1 I 5LO�s LINE I CsRADE FF= 91.8 1 I I I i i Q j I I ; STORAGE VOLUME REQUIRED (36,180 cf for 10 ac) Ehmation 9111111.01 . DRY STORAGE I Elevation e0.7 WET STORAGE SEDIMENT CLEMIOUT POINT Elevation INVERT -7S.6 Source: VA. DSWC. 30' OF 24' CMP • 1% Ex.eIWH - - 5,+- /, - n1 TOP= 6 0o. 02 ARCADIA MOBILE PARK, INC. INJ - 674 74 DB, 350 PCs, 481 ZONE: MN -I \ T'RAILLOR USE: MOBILE HOME PARK TRAILER /� • �( \ \ 3 D i \IPILL�AY 4 .400op i e`Ll F - + goo, d1I �N Plate 3.14-1 LIPE ProID mow bss --__ ►� _ bbo _ _ to VOL ■ f3o. 4- - — -- Via _ + is -'+./s � Z Z W o POND P15TAIt_ 'SCALE : It, yo' H04LZ I " ' S' v E P-T. ONSITE TYPICAL PAVEMENT SECTION NOT TO SCALE TRUCK / BUS / U-HAUL 2" SMI-12BD SURFACE COURSE 3" 5M-250 BASE COURSE 8" SUBBASE VDOT STD. CzR-21A COMPACTED SUBCsRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE 8UBGR4DE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTIOK Dt-pwa z � � ApI J ft Ah / /�. J NUMBER DELTA R FT A FT T FT CHORD CI 234'24'36" 50.00 204.56 9121 N 13'51'51" W 88.94 C2 68033,321, 2500 2' 1 11.04 S 63.06'31" W 28.16 C3 8739'14" 5623.58 84938' 425.50' S 0'00'24" E 848.5'1' 1 c' �iANiTAR•� vwER- E`M'T \�J EXISTMG FENCE fINV 6145' j , 4qq4 ' / ' a3 � T ` � '�; � f►Q � "FLOW. CMlvN4b 13.08 � � � �•S '' �• J� NAY W \ •iNV cxl'rtdr'iz3o' � / IL Z.l s• a �'N � TAP O Y Q'` ---- fry,•" \ � _ / - % � � F.-G..SA_ � / � \, oI. J r 9 x 6151.t' EAJI As J• I 3 \ a t � o,ucy 09-1 % — \ .�3400 mow own PROPOSED WATER - INE -_ i _.—._ — " NV` . 6"Y :�V-3 - _ ! - ------ -- .._ -- .. '�� N 5V2 3. 6 " 3�44�T .r.. 1 1/SOT NOTES WORM I = 50 `_-- r-� � PERT. 1" = 5' �3� �/ QD�N ORi�/E w b2.7e .W .= .t I. L_oCA71oN of CG-Iz HIL RAMPS To a- r I EX 0 STORM DRAINAGE ESM'T----- t5Y �/Ele-I F'IlSD DY �/Cx�T FIELD I NSPeGToR• . X. C WATE r.Ff.f -. • _. _ .__• *lowC-6-I2.4- 6A��� �.. ENT�►NGES SHOWN To f3E t3ull-T To DANIEL J titO INO \ VPoT STANDAP-D CG• H SPEGIF(6ATIoN5. � I Ex. WATOP- LINE ``� _ ,� \ EX.F.H, . 1�B_-�4. _ 3PJ8 y \ � __ _ -- ZONE : t -1 - E x . 0" W-r1I0. LING USE: VACANT D 4 M PLUMBING AND HEATING, INC VS. 602 PG. 281 \ ZONE: M-1 USE: COMM. L MICHAE S. STICK ,� 11 161 �01 LIC NS No. 031 162 �SSIONAL x d a �> i u Z �I � n7 � �D QD Z �U 7W O Q W � w DATE: 71Z5'ol SCALE: 1 " = 40' DESIGNED BY: JB JOB NO. 2131 SHEET 2 OF 4 PIPM / ' * � eox ooroi 3/1C /r Ir (20) t• it W ad Ford C3V r S/r /r p0 w"l F 24 h w. 0 mm2wtor *: r 3 (30 fin) it24 In. po. 30 mwAw w tuna.-12 #2 r (so fin) I al 24 ti, w It &-, 2 w * 2 _. ®®©Er.-jmmc7'wI Er►LU= Z,11M= for o z"nip G pETAI LL- BC " EEtfe-E. A F"CU M P — C hJMr%TCP-L. PA D .--- w,r At I'dp" f NAiKiTf to 0) cr) to _;i CV (�ri LO C: 0 M C\j C) Cr En M Cu LD M C:) NO A MC -A P1 A Moil LE HOM ff PA P61Z. 1 /3• 1 L. 7L doo, lie, 14 AEl.e7 e, Ve e t�. -T e7 165-48.2. Truck or fleet maintenance facilities and truck rental and leasing facilities, without drivers. [Added 6-9-1993; amended 2-7-19951 Where allowed, truck or flee-. maintenance facilities and truck rental and leasing facilities without drivers, shall meet the following requirements: A. In the M-1 Light Industrial District, truck or fleet maintenance facilities shall only be permitted in industrial parks. B. Truck or fleet maintenance facilities may have fuel service, provided that it is limited to one gasoline storage tank of 10,000 gallons or less and one diesel storage tank of 10,000 gallons or less. C. All repair and maintenance operations shall occur within a completely enclosed structure. D. Outdoor storage of parts associated with repair and maintenance shall not be permitted. E. Retail sale of fuel shall not be permitted. F. The Planning Commission may require additional buffers and screening other than those defined in § 165-37 of this chapter. j % ,� ' i / 47 Its GA7E&PP-Y OPUFFIEF- FU�L- 17e— FL-E E N A. tA. -to' H C>F- z +j v e FLT. 6 e)E-F-M 2 Lv t4 6 lc>-2- - 6C-r,>AFL-TFLeE.:-S �v W n. - AND FL L151i P 7P-E e 5 W k-TIA. Vi MA. Schrock But Terminal Erosion and Sediment Control Narrative The des is bated in the 11" Law Indestriel Park at the end of Imboden Drivwnte P M1 P on of this project is for the construction of a bus twffkirW for Greyhound and private charter vVL This narrative will be for the building, proposed entrances, and perldoll ares. The As Daww* a an open &M. Them are so pontla, walsettis, or for"s. There is an ad" drainage assentew am the northern end southern edges of the prop". The adjacent properties we owsead by Rocco Building Supplies, lnc. , Arcedut Mobile Park lac.. Daniel J. Trevistino, and Interstate & 1. 1111116 The soil conditions were When ftm the USDA Sods Survey. The soil on this site is Berks dwAWY lik loam ( 0 113 ). This soil has moderate erosion hazards end moderate to severe to a wbm excavated Q1JlWdAM There am no my critical arias on site. Fnim nd Sediment Control Measures • IVAW A fenot • IN" construction srttranoe with wash to& • hutall advert Wet and outlet protection • install a sernpwary sedinwrit bum • Clew and prodit site Once DWMnCbM is COMpifte, the ~ Of SWONed round will be covered with a shinimurn of four inches of topsoil Fertilizer, seedin& and a blanket of Wow will then added 1. The 00MUMM win inspect d 411060" 1111111 'control meastires alter each rainfall and at bust duly dur* prdoyed reiinlitll. Darrialled and or defisient men will be repaired or Wpo 2. FunhwumM the conlwboir win snake a d* review of areas; of construction earAty to IMMUm MOM control dhchvensis. Additional mosourve will be uwAIW immediately whoe delkincies we found. 3AU conarmoir win rt•nova accensubted ark in the sediment basin wbanam the level OPPrOWms@dY one half oftba wet storep volume. 4. herunent ereM011control sequourge iodi the arAblishrnent of cans on oqx)sW Kirbm 4111111bated in the coestruction proom. - 1. The dft win have A air hem rowelled. 2. The owatmoction amerce with wash rack will be built. 3. The construction of the sgdinwtt begin will take piece. 4. The sies will be cleared - and Waded. S. The new entfM, will be constructed. 6. Upon ftel oompletiott, the a" win have all pennansart sod stabdumion in piece and all MWSCbors by MW*ctr-v Vacies completed, then the remaining erosion and enditnent con" swesures enty be removed. Now: The Frederick County Public Works end Enommn Depanatent win retain the nak to add and/or modify deems ePa in end sedinment control nmoures during the 000111truction process, vAdb to enure protection the public and arsv. I I 1. Topsoil win be spread at a atinineunt depth oii 2. Pulverised WkukurW investor will be iaoofpofatsd into the soil at a 6(92 bs per 1000 of ( 2 on per scre), 3. Fertilise with 10-10-10 at a raw o(23 be per 1000 if ( 1000 In per acre) .4. Said mix will consist of 67% Kentucky 31 Tel Finesse end 33% Red Top Clover. S. Strew nwkb will be applied to at s@WW anum, at the rat of 35M lbs per acre end sechoild with cutback, or enad" asphalt applied at a fete of 200 pkm per me. 5EPIMENT 5A'91H ACFLE5 x 13+ IYA. a z 1 3 +0 I . d -T -r S. � Ono FleQUIPLEP WE OFzA G 6 -ED DFL 30 -4!::�ALj,,eULA-T1afA'5 L A M215e APING EXTeNoFL PAP -KING 1,_aT 7P---=- I- fliff FL -to' FEFL-(MeTe Fr-) 101to -, -to a 16 TFL-EE-5 Fi-C-6zUIPL-C-P \ -' j``-�� \ I i \ %i z;rC- N 57FA6,6 P-eaUIPLeP Z5 Oret-A e7PACe PPVViPC-D r 'n.-Tn&Z - 3. 1051 7. TREE PER- (o e7PA 6� E -7 D pp 1lH7EF-IoF- FAFL-KING L-oT TF2 -14 Mout-1 FL -3 16 - 10 -j FLi P 7FLee5 R-e-Qu(FLC-r-> or PAP-w-it4r, 1.-07 L_AMPS,/,AFEC> 7-z FT X 5 */6 112-7. 7 5Q - FT fa-EZZU I PLC- D 7( 1<g N ToTAL -T"E,5 ILE-auiP-eD = 20 7 la-e C- 5 16TAI.- -rp-ee5 ppnvtoeo 2,,o T Fz-e e s INV 11-1061313, INV Ct-(-,�31.12' -rr->TA L-) 144 PpLoFt:)5EP WH(715 DoGWoo C> 5 ToTA 1- l?F2z1Fb5eD 45UGARL MAPLE 6 -ToTA L-) /(06c.tD e) -rc7A 47 -Tr ALL ?BEES -c-ES -To E5E A MiNiltAUM -7 $1 0 Loe ri L. I r— r_— r­- -TIME PLANTING . ­777�PF�oP HEDGE (USE AZALEA - 3' HIGH AT TIME aP PLANTING '7 H FLU F�, 5 707A L- SPA CEP 3. 5' APAPILT �'��� ; - ` \ i,�� r-_14&(HSeFL4 N G NOTE A LAND t>l11TUF-R!*4Ne,-F_ P612-MIT M J5T BE- 05TAi t-4F_P Be NOP-r-- A We G014d5TA4_jG710N Ac-TIVi-rY GA E)GG (N ON -17H 1 15 MITE - j 55MP Plaw;F. TFLAFFII --r I T01 f��O Z F POW A IMPoW fNvrrtQ.613.p8' / \ � .. � (TYP.) � \ -+!4 out=61z?e' - \ 4 � .Y LA arm x 651's, \1V C- Pp V pp \7 0' ST0110*1 DF�JNACE E3MT- 4_ C14 0 V) 00 ('14 9 N C14 C . L0 QD 0 (14 T_ u') C 0 0 -t L U-) -C C) CL x to < 3 (1) 0 > CP L- C :3 C :3 LJ U) 0 LL _j Lij 04 > > 0 > 0 0 Q� LA_ a- < 0- 0 < LL_ 0 0 LL_ 0 LL_ 0> LLI < < > < 0 �2 > 6 W z 0 0- z M a- (h o < 0 LL_ Q� _j < a- G_ to 0 ter LLJ Ln < z F- z tnQU 0 N Lj LL: 0 7 z 7 > a w Uj 7 U) zi :z lu IL IX fro $NLTH 0 ICHAEL S CK EY �� S. � LI(NS 0 No. 031162 �SSION AL 77� 04 0 > 04 24 E- E- z T U Z W� 4 E­4 Z W 2L4 z 0 ,� U W � � C/) DATE: -7 (2":5 1 0 1 AIM I Nq ENT IN Pry L— L_ E two 1L_ M 4-*' 151L-r FENGE \1 , TH 1 S SHEET 70 E;E- U S E t7 FOX. SCALE: 1 40' PPLPTff,:5_Ti,-_*I \\\LAMP5CAP1N&At4V E FZ,05�10N- DESIGNED BY: JB 4.?'_F_ M_ 5ED- - SCDI MITxf4 LP 7 15Acp(r,I _ -Cc-*457FLUe,7ne>N ENT M e- E �jEPINEE NT CONT;ZOL-m ONLY O \ JOB NO. 2131 SHEET 4 OF 4 (A W7 m M rn M m 0 M L Q L U_ N Y U O Q m ru CD 3r 0 0 A NOTES L VDOT GENERAL NOTES LEGEND VICINITY MAP C.")GENER EXISTING INTERMEDIATE CONTOUR -- ----_ _---- "`'' -.._..33 �� SCALE 1" = 2,000' U WW o o'"o � �P , Z N � 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 �y ' N 0N0 o County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion PROPOSED CONTOUR 40 R j 'fit �'i IMdoDEN Z o c - O (10 W 2. Measures and Sediment Control Regulations and any other state, federal, or local regulations EX E EX E/P T J pF.t�!_E W _� a' I Q1 to control erosion and siltation, including detention ponds serving as silt basins during construction, be to issuance the development The these in applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT - - S�, �cr q �j �.. _ y 0 N must provided prior of site permit. approval of plans no way plans, the most stringent shall govern. PROP E/P wV t�,�G /, .� _ to relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT �� vP�, �, I Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER ^! EX C&G �� _ W t o 0 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P 9 9 P P Safety & Health Administration and VOSH Rules & Regulations. PROP C&G 7��� Gt W C X VDOT Frederick Count prior to construction in existingState right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTERV4114�I'"�E CG-6 'G-6R /L DCLO _ '- 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance ,with the current edition of VDOT's work area protection manual. P TRANSITION FROM CG-6 TO CG-6R=-------- - -- - -- .. '�r A' t,E Q' � required under State law. � v I ' w t- �( �VF 0 a1 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held Furthermore, call traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T?" T ��� _S% P-�U ® w\� �,Z T� �' GO IQPI a Qe j with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation �/y� (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 - EX. 15" RCP r`� �v' ? Je<Q� 4 w cn responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER r'-P PROP. 15° RCP 0 ' 4i 17 E Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. -'r ,'' �, �y , V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 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 - SHEET INDEX W -J 7. barricades or flagmen should be in accordance with the Manual on Uniform Traffic Warning signs, markers, g V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER - s a o J N > w ... Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE P > M a- contractor, various County agencies, utility companies and VDOT prior to initiation of work. COVER SHEET SHEET 1 �0 o a 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE Q -P SITE PLAN SHEET 2 'n a- a embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROFILES AND DETAILS SHEET :3 a o 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 Ea LANDSCAPING AND SHEET -� o o ,� a o ii > than 10 will require revised pavement section prepared by Greenway Engineering and approve by the owner. inspection. PROPOSED GAS UNE EROSION PLAN , i- d p o w Q Q 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 PROPERTY LINE rr N a a p o > on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance j P Y 9 _ z_ o ac 0 o 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 - -- - - -- - -- ) PROJECT INFORMATION J o' Q M o a o a � _J W d be minimum 6" diameter and conform to VDOT standard SB-1. ° through construction. FENCELINE - y - A > - o_ c`' Q W 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE '0 PARCEL IDENTIFICATION NO. 54 - , - iA IMBODEN DRIVE � 0 o Z - W vi W in a c3 one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE 5TREET_AD12M.5S: k ,.< s & y z o '� UJ * `` O 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to TOTAL AFEA: St ACRES * 3 enteringpublic streets, it is the to dust, to take EXISTING WATERLINE W/ TEE eTe PROJECT AFEA: 4 ACRES �'r' 4 ri� 2- Q and contractors responsibility clean streets, ally and P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have - ,f,� 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 -+" �'-i �'- -- - DISTURBED AREA- 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 V11. An unusual subsurface conditions encountered during the course of construction shall be y g EXISTING FIRE HYDRANT cBa CURRENT 11SE: VACANT ZONING: M-1 a 40 � 2 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 PROPOSED p OSE; Bt,tB TERMMAL�F�eT N�Ai,N�AN sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE W 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 ® ,> R®q'd Prov'd BUILDING SETBA:KS: FRONT (IMBODEN): Q o 1- standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ^_ SIDES: 25'/25' 16. The location of existingutilities shown in these plans are taken from existingrecords. It shall be the V13. All roadway fill base, subsurface material and backfill of utility/storm sewer trenches shall ' PROPOSED REDUCER �" REAR: 25, 332.19' (FULL SCREEN BUFFER) In F' W contractors responsibility ty to verify the exact horizontal and vertical location of all existing utilities as needed to construction. The contractor inform the from his " be compacted in 6 lifts to 959� of theoretical maximum density as determined by STOP SIGN FRONT (1-SI): 15, 355.16' 841 9 prior shall engineer of any conflicts arising existing 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) �-` �� 17. The of any dedicated street right-of-way. At the direction of VDOT Inspector density tests OF STD VDOT DENOTEs LTONRF"M CG-12 A0 JURISDICTIONAL �� d• Ot Q developer will be responsible for any damage to the existing streets and utilities which c^curs as a performed by a qualified independent agency shall be conducted as required in the VDOT STANDARD P CONSTRUCTION -� V 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 PARKIN* SETBAI"KS: FRONT 01" 160DEN): 25 255 5.50'/83.12' 0 C j� final VDOT approval. PARKING INDICATOR 12 SIDES: 5'/5' N N 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES REAR: 5' 106.11, (PJLL SCREEN BUFFER) z must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans TEST PIT LOCATION FRONT (I-81): 25' 28300' a permits. and further where determined necessary by VDOT Inspector. ,.� BUILDING W I_: �_ ALLOWED : 6®' PROP03ED : 2®' 19. The developer will be responsible for the relocation of any utilities which is required as a reM J of his V15. The installation dedicated W m 6) 0 project. The relocation should be done prior to construction. of any entrances and mailboxes within any street right-ck` way shall meet VDDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C OUTDOOR LIGH°:'"?" PLACED ON BUILDING (Si_E DETAIL SWEET 3) Q e 6 N 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required b the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 OUTDOOR NO OUTDOOR STORAGE GE 15 PROPOSED p ,� h engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE -°- 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. 71 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT 4r 22. " " Controlled fills shall be compacted to 9590 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 , proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered P PP Y Y 9 account receivable basis. PROPOSED STREET NAME SIGN + professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT 1 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 APP'� ' V®oT NOTES SANITARY MANHOLE INDENTinER 12 16,200 or / 9.8 acres = 0.038 Required Office : I per 250 of 1'laint.enance Shop : 1 pe!r employee ,V 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 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. a) TH(!- SWM PLIND WILL De MAiNTAINED 131( THE ®WNEP- AND THE VIFGIHIA PC STORM DRAIN STRUCTURE IDENTIFIER 18 Office . 30oo or :e t2 spaces -FT of TRAN5roXTA1Tl®N WILL NOT I5E LIA13LE ERR ANC{ MATT�R5 I�I.i1TED TO 7H15 pbND. ENVIRONMENTAL FEATURES Meintenance Shop . 3 Crop. 3 space 3 , C...)14 b) THE oUTLET oP THE POND DeEs NOT NN=GAT1 VEL1( IMPACT THIte EASEMENT LINEEXISTINCz cd Water/Sewer: Frederick County Sanitation Authority ,iTOFLM pp-,AINAGE 5-,(9TEM wiTHIM ')-qE VDoT FL-IGHT of WA'% CENTERLINE FEATURE ACREAGE Required spaces /g 114 P.O. Box 1877 Winchester, VA. 22604 Winch star, V �� "'CHE FUTi.(P-E WIC�ENtNG OF lNT1rR5TATE P�tJTC al P�/tAY AFFECT EXISTING SOT ELEVATION 12.0 FLOOOPLAINS 0 Provided spaces 3ro C � � . 'TH15 LOT AND THS L®GATI®N of THE FLeGI®NAL POHC>. PROPOSED SPOT ELEVATION + LAKES t PONDS 0 Han ParkingC� 1 2 spaces � r. -«� i d THC GoNTR,Ae_TofR WILL TAKLE GAF•E No-T To ®IepTUP-15 ANY LAND 12 s WETLANDS ielAC 0 per V Phone: Bell -Atlantic WITHiN 17HC- _.INZEWSTATE FLIGHT of w^-(. EXISTING TREE DRIP LINE �-- ^` �' ' NA�i'U�LEg.W m 2 Van aces ProNibl Handicap Spaces Provided � v� � � � P.O. Box 17398 __._. _.__.__ _ .... N 'd +' Baltimore, MD 21297 f� t aJ�-: DETENTION AREAS Loadln� N A (301) 954-6282 MISS UTILITY 1-800-257-7777 EXISTING TREE �;�r' y. `y ~may 15" OAK 15" PINE STEEP SLOPES 0 aces 1 per 40A O of required pO Power: Allegheny Power PROPOSED TREE OAK r'��_ }£15�® WOODLANDS 0 `~ ,_., U P.O. Box 1458 Hagerstown, MD 21741 > C1'1 V 1-800-654-3317 O Gas: Shenandoah Gas Co.•� _ q SPJAtS P.O. Box 2400 Winchester, VA 22604 S U (540) 869-1111SFl�cr��� S d FCSA CONSTRUCTION NOTES TRIP GENERATION DATA TH �70VEB �511F,F, T o ® a : (SOURCE ITE TRIP GENERATION 6th EDITION) � � 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL USE VPD U ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. MICHAE S. STICKLE y Project Name: Project Number 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 030 TRUCK TERMINAL 81.90 TRIPS PER ACRE 81.90 X 4 ACRES = 327.60 '°�i� IOtl�ll Schrock BusTerminal 2131 v l 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED VV:ITH THE LIC IVSE P(o. o AUTHORITY'S INSPECTOR. 031162 Magisterial District: Date of Plan: Month, Day, Year 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER SSj®SALE METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Stonewall District ��25Id1 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS Owner Address, Including Zip Code & Telephone No. THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE 621 Atwell Avenue DATE: 71-7621pl 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Larry and Dorothy Ann Schrock. Winchester, VA 22601 EIV RECEU THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WiTH THE THESE PLANS ARE IN CONFORMANCE WITH (540) 678-2871 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer p Address, Including Zip Code &Telephone No. ,)4,+� �,i SCALE: N/A AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY some 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO DEPT OFPLANNn!GA ,..r_,-u1 i 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: MDS Engineer Certifying Plan: Address, Including Zip Code do Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB N0. 2131 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 co rn rn r\ 0 Lo L Cl 0 T N Y v 0 Cr v� N rn STORAGE VOLUME REQUIRED (36,180 cf for 10 ac) Elevation • a=.'0 DRY STORAGE DEWATERING DEVICE WET STORAGE�� SEDIMENT CLEANOUT POINT Elevation �,ftD b INVERT -75.6 30' OF 24• CMP . 1% Source: VA. DSWC. 1 bs5 bbo 1 675 Otele, I+rx::, PvND DETAIL_ TRAILER WOW 000 Plate 3.14-1 I 'I� lce:lk = ram(. I o YOL ec. GMP G?b� 12.IFsGfs (A 2.75 •o M > n Z � Z 2F-ra� e76A Le I.lolm2 I " ' S' V E R-T. ONSITE TYPICAL PAVEt' IENT SECTION NOT TO SCALE TRUCK / E3U5 / U-HAUL — 2" SM-12.5D SURFACE COURSE 3" 5M-25.0 BASE COURSE 8" SUBBASE VDOT STD. GR-21A Ti I I I— I I I I I 1- COMPACTED 5U5GRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF (6. SOIL TE° OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRICTION. Dt� t _EX Gft4DE I 3' MIN COVER i ; I ' I , bw § i i Q ' w m � u. , LU , c0 Jw:(L -J _j Q Cl nX z� z�d 0 _w .4 54-i-12 ROCCO BUILDING SUPPLIES, INC DB. 838 PG. 98 ZONE: M-1 USE: COMM. { I I i 5LD6 LINE M)p GRADE FF = 918 I I � � 1 w +} W1 N N =J a 4t I w- I I 1 I w 1 ± I I , i M 1 LL i > (� z w w -- r Q W 2+00 3400 PROPOSED WATERLINE IIW . 6ad.l' I / po T NOTES WORM 1" = 50' ! VERT. 1" = 5' Ty-• 132 ' ��MgODEN D121 VE I. L0GA71oN OF CG-12 HIG RAMPS To EX ��� wA-rFO- 5�( VEp F-(ED SY vc>oT FIELD INSF'eGTc*L . _ �x T•>ct: -2. ENTP-ANCES SHOWN To F.3E- PsU(L.T 'Tc�' s •.. VpoT 5TANDAP-D CG• H SPEe-(P(6AZ'I6>N5. EJC . F. H . TRAILER - 54- T&r: 6 412 ARCADIA MOBILE PARK, INC. I"�' 674 ¢* ►NV - 674. 74 D8. 350 PG. 481 ZONE: MH-I \ USE: MOBILE POPE PARK A"POK . (•oC/1'Tio61 E X $" WATT- LW15 D t M PLUMBING AND HEATING, INC DB. 602 PG. 28I ZONE: M-1 USE: COMM. NUMBER DELTA R FT A FT T FT CHORD CI 234'24'36" 50.00 1204,56, 91.21 N 13051,511, W 88.94 C2 68'33'32" 2500 29.91 11.04 S 83'06'31" W 28.16 C3 8'39'14" 562358 84938' 42550' S O'00'2d'' E 848.51' INV 675*1 _ 1 t' e7AN I TA V- / riEVJFR- T EXISTING FENCE k f \P131 xSNr f INV 6145' "wes EX. M.W. Top To e(-eV ' bB2. c FIRE M NR6H � L-L_ NoTF r1 R15 �-ANE M,4-7_KIN6T � 51(,TNf 6rF- j fft,LL- No Pp'RKINLr" `(I✓u-eW p)t- I Fi -1' ED G URf� LGGAT (bN 5 W 1 L-1--• W5 IN'1�TALLED BY FIELD INSPEGTto+-1 )AN-T THE bIRE�TIOt-'i Or- 'THE FIZEDRIG.K Colt-}T`f r1mr-_ MPRS+-IP�L-L i rJ 7 .0 LD rn _J Cn I I C n' {, , IS n. x c v c °' 'V CT C C 7 : LLI (0 V� J (t IA- 11. Q OJ n rt a - L� w Q ow' Q of —1E f) L.N ✓JCS 1 Nam, �r '�-/ I`.D a C 0 Q ,� LV e,xrtzl or- rA� � LoT I "f P-t� 140 f✓ �. A I M 0 z_ �L Q ' `'' w Z_- 1('Q' ~ �I 22sf 2.2 J LLl z J W O �- ]� Pb �'I N K-ta�1 t,�T� �• "f O'tjA�, — U U U Q I`-' Q Q Q / � SM CX.�RY- µ1AR� ' �'COTR'l, w . W �' w i I.ANC,,zAPINb CAcL C,0LA-II oNV:�) _ ~ W m m m i w _ Z- r rONe► C. 0�, . . i ly n ,,00p p rt T�S',T tJ' .• ��b, L r�'�' ,��� 5 G.b. J� a NlvMdsb'13.o8 S4g'''V r + Nat•Y TAP Vvl' OF X 671.43' cc �/ � s � EX1�0' STORM DRAINAICsE E$MT' Hie-FLAMPDANIEL J.uOe INC ` IN, \ \ ----,_ _ ..- --- ..-- --ZONE.- M- I -. -- USE: VACANT u 41''J MICHAE S. STICKI 11 1° �o I LIC NS No. f{,�,�'� 031162 "" ; ION AL DATE: 7/Z5jo' SCALE: 1" - 40' DESIGNED BY: JP JOB NO. 2131 FEET OF 4 OD Ln LF) LD L Q a C O Q w 0 U m v 0 CD 3 jCD \ J METM X WDWARE � WEf B *t sox" com 3/� /I /-r (20 wm) 2 to in. nen ord K ford C32H 1' S/lr /,C (20 Wer+) f 24 b w W%j--, *2 1' 3 (JO *rr,) fOd 24 in. For w. a wd *2 t' (50 Vn) 24 in. w • ItMt-, 2 top Id * 2 aao�ia���3� --112UMCi F-L. P^ P .--- 11+•itwdp• • OWA&"To a A Pe -A P(A Mc;,5ILF- Home PA P-V-- 3 8 CP ltwie> 4-'A7C-&aFLY "e,"' CiUFFE-F— FULL. e7,- F-E E N SCALE I t0' H C)I'- Z - -+j V E- F2-T. C- r,>A Fl- TF2-E E5- Schrock But Terminal Erosion and Sedunew Control Narrative h*4 The site is located in the Baktr Law tnduwW Park at the end of Imboden Drive.71le Ptqpuw otitis project is for the construction of bus terminal for Greyhound and private charter trips. This narrative will be for the building, proposed entrances, and parking area. The site currestly is an open field. There we no ponds, wetlands, or 11brasts. There is an ou" drainage essement on the northern and southern edges of the property. The Adjac" properties we owned by Rocco Building Supplies, Inc., Arcadia Mobile Part. Inc. , Daniel J. Travistino, and littervitate 8 1. AQ& The "I conditions wee taken from the USDA Soils Survey. The soil on this she is Berks chamm y silt loin ( 01 B ). This "I has moderate erosion hamdo and moderate to severe wetness when excavated. CdtkwAm There we not any critical areas on site. Erpsion md Sediment Comol fenoe • Install eonstn,ction askance with wash rack • Install culvert irdet and outlet protection • Install a somporary sediment basin • Clear and grade site Once construction is complete, the won or exposed ground will be covered with a ainimum of four inches of topsoil Fertilim• wI and a blanket of unw will then added MAK� I. The contractor will impact 88 erosion and sedinser.t control measures after each raiiM and at low duty during prolonged rainfall. Damaged and or defietent areas will be - mpaired or improved immediately- 2. Furthermore, the oDritroctor win 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. 71 ooetraetor will remove accumulated sift in the sediment basin whenever the level approninately one half of the wet storage volume. 4. Parmanamt erosion control moseures include, the establishment of grass on exposed our lsoes disturbed in the coratruction process. 1. The site will lave all silt Anne installed. 2. The oonKruction entrance with wash rack will be built 1The oonstructionofthe nditm basin will take place. 4. The site will be deI and Waded, S. The new sousitoes will be constructed. 6. Upon 111nal completion, the site will have all permanent soil stabilisation in place and all inspectiors by respective agencies completed, then the remammg erosion and sediment control measures may be removed. Note: The Frederick County Public Works OW Engineering Department will retain the right to add and/or modify these erosion and sediment control measures during the corstruction process, within reason, to ensure adequate protection to the public and amioumm. L V 41 ce7 9 165-48 2 Tr"eL- or fleet rnnintannne-= fnr;lit;=e and tr"r-L- rental and I ,c5i G P I NA E t4 T 5A �1 N. TO ACFLE'5 x 13+ Yet-3 = 13 +0 -d P-EZZU1FLED WET 1�7'-rOFLAG6 - 40DO Pulp-ED Dp-y 5TC>FtACF- - I go nc> 36 I e6o �'+. 1, L A 14 Ple—A FP IN 6 GA Liee, U L A -T I e9 H 5 EXTfl%iC>FL rAF-14ING I-OT j7p-ee PEFFL -to'F1C-FL-(MF-TP-FL-) 16 TFr-F:E-17 FL-C-62UIFLI P-C-ZZU(FLr=C) elFeN SPADE OPEN --;PAGE PPOVIDC-D f -D.-TntZ - 3. 1Q>51 2- lf,ILlc)I11L PAP -WING L-0-r I TFX-E PER- (0 e7PA6-E-,) ...... ..... leasing facilities, without drivers. [Added 6-9-1993; amended C> 7PLE-P-5 l2-EQU(FxC F4 P - -3 1, 2-7-19951 ---- - --- or PA P-wt4r, 1.-07 LA NP5;e:�A PE t�, Where allowed, truck or flee-. maintenance facilities and truck rental and 2-2-, 55-q- �,a.F`T. X 5*/6 112�7. -756Z,FT P-E-9ZUIF'LC-:C> leasing facilities without drivers, shall meet the following requirements: A. In the M-1 Light Industrial District, truck or fleet maintenance facilities shall only be permitted in industrial parks. E- TOTA L PLe 5 P,-E-.&z u I P-e r-> = 20 7Fz-e e -TF2-e e 5 PFNp\jt0e(- -TP < -To TA I- 7-o B. Truck or fleet maintenance facilities may have fuel service, provided that it is limited to one gasoline storage tank of 10,000 gallons or less INV and one diesel storage tank of 10,000 gallons or less. E rl> F IN V- Do(;V V400 r_> 5 -Tc>TA L) C. All repair and maintenance operations shall occur within a completely rpsoF1b<5EC> WHITE DoGwo0C.> 5 Tc-;,TA L- enclosed structure. (a D. Outdoor storage of parts associated with repair and maintenance shall 11 1k S C-,vAF?- MAPLE -TC>TA L-) not be permitted. E. Retail sale of fuel shall not be permitted. ID C 5 107A L— F. The Planning Commission may require additional buffers and screening other than those defined in § 165-37 of this chapter. HO-Tr- ALL -TREES -To E5E A MtNIll ULit 2.- 2- '12- A L I PE FL A I E o F PLANTING . H e c> a c (U57E- AZALEA - 3' HIGH AT 6z> liAFLX�o W lTkA V- TIME OF PLANTING H FILU R, 5 707A L- 3.5' APAPLT r- t4 Is. NEEHmG f4o7,6 6--c'"'Pu A LAND Jt>I'5,TUF-f!*4Ne,- P612-MIT --r- A N'Y" M -1'5T L36- OBTAINED Be Fi5lP — e-0 W,5TXU,:::--n ONA c TI V 17 `r -,� A III A4 VG:� (H z7N I H I C5 IF e PD Fllas� r. TFLAFF(B Tor-, - 6 ev, F PI A F1141xoW (TI'P. -KV OUT 11 30 IN vslea 51.4 Pt> X IEPS1131 — ------------ Irli"1191". N, C> 000, 1A Pb IN r Z dolm 0ST01QT1 DR.4NACiS nMT _ - __. ! \ -- __. 1001 \,2 --Imp 0 00 (0 C4 04 r,,q (N .2 C 0 QD Qn T- Lr) -0 Cc Ct) C -c tn X 7; < LL- 0 kkva IV > 0) L. C :3 LA V) 0 W -j < 0 LLI > > 0 > 0 0 Ltd Ch LL- 0 < 0 LA- 0 U- 0 --� LL) oQoQ V) > 0 Z W o < 0 -jQ. ct Vl LLJ < V) z 0� LL) z < (-) 0 LLJ ILL, 0 FN- 7- 7 > 11.1 a: ju W W to 41�ALTA OF v 5 MICHAEL S )11 ' CK1 -d 01 LDNI S. SEONlo. 031162 4&:10NA1 le - Lft� E. > z a �_ z �D 0 -A Z 0 E— IN, ....................... IN 11 1, \11, 1. -- - -.- -1� —aft-p%e-7m 5E:r;Pimet4T e-em-rPt;,L- L-Eae(-At> __- __ ___ _T N 1 S SHEET 7013E'U5EC? F O IZ 32111&1111111111 &IsM (Soil-I@WW" rPt�,"Er,) 5IL7 FEN c-t 1. Topsoil wUl be spread at a minimum depth of 4*. F!"I'EP MP4.4,AINENT e7 NN, L A N n S G A P I N G AND E K0'5� I ON 2. Pulverized agricultiwal limestone will be r r F n i into the sod at a of 92 In per—_ E'Pd POSE D __ oU TLET pp9TEGTi �N \ \ I ODD of ( 2 um per acre). E5ACft-I 3. Fertilize with 10-115-10st a role of23 be per 10W of( 1000 lbs per airs). Ppem-se P. - c4c*s7F-u6-ne>N FNT--AWe-E EDIMENT CON TFE01ita. ON L.-Y .4. Seed mix will consist of 67% Kentlucky 31 Td Fosew and 331% Red Top Clover. S. Straw mulch will be applied lod neded areas at the rate of 35006sper acre and anchored with ciabeck, or wwWW aiiplak applied at a rate of 200 gallons per axis. DATE: -7 (2,C5 1 0 1 SCALE: 1" = 40' DESIGNED BY: JB JOB NO. 21 1-7, 1 SHEET 4 OF 4