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HomeMy WebLinkAbout014-97 Bandit Karts - Shawnee - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - _ 33 - _ _ SCALE 1 __ Z o� �_____ o '0 00 1. Methods and materials used in they 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 Z (0 N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion �, o N °Na - and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 Z 0 c -- o .c cD u7 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a liable. In the event of conflict between an of these standards, s ecifications or PP Y P EXISTING EDGE OF PAVEMENT EX E/P �� 9, 11 a � rn 1 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 t21E`'. �-' _ > 1 N relieves the developer or his agenit of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT _ `n Control Handbook. V2. All construction shall comply I with the latest U.S. De Department of Labor Occu ational P Y P P EXISTING CURB AND GUTTER - - EX C&G - - _ AIzBoFL \ � °' c o 3. A permit must be obtained from tthe Office of the Resident Engineer, Virginia Department of Transportation P g 9 P P Safety & Health Administration and VOSH Rules & Regulations. PROP C&G m DR -� tzTE � � Ln t (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER y� p loco INDEPEN�ENGe ► a a X V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 �7 CG-6R -a � DFZIvE z z m Q 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. TRANSITION FROM CG-6 TO CG-6R = _ _ Y _ _ _ -1 -a required under State law. q Furthermore, all traffic control flaggers must be certified in accordance with VDOT's m VIGTop��( LN. iJ N R7e. �ZS � U) cn 5. The exact location of all guard raids 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 D `I' C D a W INGHESTEI2- % (T� E �, o N >1 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T m m 11�N C� AIPLPoCLT 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 EXISTING STORM SEWER EX. 15" RCP $ C D w V) responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary b VDOT. J 9 Y Y z, R r{ A Rb Virginia Department of Transportattion (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP C1 � b45 gvFFl,IG� V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER < R"C 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 mLust be available at all times. EXISTING SANITARY SEWERUJ SHEET INDEX 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 S Q �Q J cv > �2425262j� Control Devices (MUTCD). arranged and held b the engineer and/or developer with the attendance of the g y g P contractor, various County agencies, utility companies and VDOT to initiation of work. EXISTING ELECTRIC SERVICE o w > Q o E > o' W prior COVER SHEET SHEET 1 OF 4 O O a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P �Z� ® ��� a � Q embankment. V7. Contractor shalt notify the local VDOT Residency Office when work is to begin or cease for PLAN SHEET 2 OF 4 ru '�� ,� ..10-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 inspection. EXISTING GAS LINE - PROFILES AND DETAILS SHEET 3 OF 4 �' ®� a� � �' �° r °� o 0 J 0 � > than 10 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P Y Y g 9 PP Y PROPOSED GAS LINE c c �- LANDSCAPING AND SHEET 4 OF 4 >� � �- o w 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 EROSION & SEDIMENT CONTROL 4 < o w Q a 0 Q Q on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE �� > o o �� j6 9�� PROJECT INFORMATION piped to the nearest storm sewer manholes or curb inlet. The pipe shall 11,. All springs shall, be capped and pip in accordance with the Virginia Erosion &Sediment Control HandbookSec 3.02. . Furthermore, access to other affected by this project shall be maintained -- -- FLOW LINEOf z o a 0 z Q 0 Q �- be minimum 6 diameter and conform to VDOT standard SB-1. properties through construction. FENCELINE X X X # 9 X # X- X # Q Q a-_ J a' u_ LOT SHOWN L0T 3 - WEST VIE W BcuSrNE55 GENTER- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE O z Q � 0 N Q one litter receptacle shall be roviided at the construction site. p p V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS - z Q and at the end of construction. EXISTING TELEPHONE POLE b yW o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to T' # 3:entering public streets, and it is tthe 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 w ' MAGISTERIAL DISTRICT SHAWNEE Q 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 w 'T' w PARCEL IDENTIFICATION NO. &9' ((A1) 15-9 V- condition at all times. LOT AREA 1.00 AC 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 � DISTURBED AREA O.(4o ACES sewer lines. Information should allso be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that CURRENT ZONING M1 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- e w CURRENT USE VACANT 15. All sanitary sewers and water maims 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 m PROPOSED USE OFFICE AND FABRICATION SHOP standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w w z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER '� w- SETBACKS - BUILDING: FRONT: 75' PARKING: FRONT: 25' 0 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 SIDE: 25' SIDE: 5' prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be com acted in 6" lifts to 95% of theoretical maximum density as determined b P y Y STOP SIGN REAR: 25' REAR: 5' _� 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) � i W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT " BUILDING HEIGHT: MAXIMUM = 60 PROPOSED = 14, (Y 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 CC-12 AND JURISDICTIONAL STANDARD RAMP CONSTRUCTION result of his construction project within or contiguous to the existing right-of-way. P j 9 9 9 Y� Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to 9 P copy ,OR final VDOT approval. PARKING INDICATOR Al2 SIGNS: PLACED ON BUILDING 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 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 OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED 19. The developer will be responsible for the relocation of any utilities which is required as a result of his 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 H/C F.A.R. CALCULATIONS PARKING CALCULATIONS W shall meet VDOT minimum design standards and is the developer's responsibility. I- Q 20. These plans identify the location olf all known gravesites. Gravesites shown on this plan will 5e protected REQUIRED =-,. 1.0 REQUIRED OFFICE: 1 SPACE PER 250 SQ. FT. 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 vv�ithin VEHICLES PER DAY COUNT 100 PROPOSED BLDG. 5,000/43,550 = CATION SHOP: 1 SPACE PER EMPLOYEE 0.12 FABRICATION engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE SALES ROOM: 1 PER 400 SQ. FT. - 21. The contractor is to verify field colnditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. PROPOSED OFFICE AREA: 510 SQ. FT. = 2 SPACES 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 � PROPOSED FABRICATION SHOP: 3 EMP. = 3 SPACES EXISTING STREET LIGHT PROPOSED SALES ROOM: 800 SQ. FT. = 2 SPACES 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 proctor AASHTO-T99, ASTM-D698„ or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + TOTAL REQUIRED = 7 SPACES 11 SPACES PROVIDED �dl�.. �7 professional engineer and results s3ubmitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepalred, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT HANDICAP PARKING TRIP GENERATION DATA 23. Contractors shall notify operators wvho maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 1 PER 25 = 1 SPACE REQUIRED HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ENVIRONMENTAL FEATURES of excavation or demolition. Namies and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 EXISTING LOADING SPACES in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. ITE 4TH ED. FEATURE ACREAGE REQUIRED: 1 PER 40,000 SQ. FT. FLOODPLAINS 0 1 SPACE PROVIDED LAND USE: 140, MANUFACTURING EASEMENT LINE - - - LAKES & PONDS 0 Water/Sewer: Frederick County Sanitation Authority 3.8 TRIP END PER 1000 SQ. FT. CENTERLINE WETLANDS >1AC 0 P.O. Box 1877 Winchester, VA. 22604 V.P.D. = 5000/1000 X 3.8 = 19 V.P.D. EXISTING SPOT ELEVATION 12.0 SINKHOLES 0 (540) 868-1061 NATURAL S.W. 0 U l� PROPOSED SPOT ELEVATION 125 DETENTION AREAS W Phone: Bell -Atlantic EXISTING TREE DRIP LINE STEEP SLOPES 0 J E- P.O. Box 17398s: >15� �v y'% E� Baltimore, MD 21297 (301) 954-6282 EXISTING TREE ��`�� 15" OAK 15" PINE ="°��� �.._ WOODLANDS 0 �, U -+ �'' FCSA CONSTRUCTION NOTES w MISS UTILITY 1-800-257-7777 F-1 Power: Allegheny Power P.O. Box 145� PROPOSED TREE OAK SUR�%E O 'S CERTIFICATE- � � w �0 UD Hagerstown, WD 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines 1-800-654-3317 shall additionally meet all requirements of the Frederick County Sanitation Authority. I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS PLAT IS A PORTION OF THE LAND CONVEYED TO GEORGE W. GLAIZE, JR. AND CAROLYN G. GLAIZE BY DEED DATED MAY 4, 1993 AS RECORDED IN DEED Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. BOOK 796 PAGE 1471 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. P.O. Box 240(0 O Winchester, VGA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the W (540) 869-11 11 Authority's inspector. MARK D. SMITH, P.E. L.S. E- 4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch�g��r�, diameter SDR21 Schedule 40. It SHEET, COVER W or shall run 2 feet beyond the near side and far side T sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of �-- water meters. Before a permanent meter is set, they require; 1) the frame and cover to MARK D. SMITH Project Name: Project Number: frame and cover to by set to properly aligned with its meter box and yoke bar; e top the the final rode of the lot; 3 the distance between the to of the cover and the oke bar -0 No.022837 o_ IYANDIT KA 7 ��5858 between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer s/conctractr s responsibility to have the meter SS I Magisterial District: Date of Plan: (Month, Day, Year) box assembly installed correctly. OVAL SHAWNEE 4/8/97 6. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be Owner: Address, Including Zip Code & Telephone No. coordinated with the Authority's assistant engineer. An applicaton for services must be made and fees paid. PROFESSIONAL SEAL & SIGNATURE 11 S. CAMERON ST GEORGE W. GLAIZE JR. & CAROLYN G. GLAIZE WINCHESTER, VA 22601 7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5058 for and make the tap. The contractor must make application for and pay the cost of FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. this work. ORDINANCES. ANY DEVIATION OR CHANGE P.O. BOX 2614 IN THESE PLANS SHALL BE APPROVED BY SAM TRIPLETT WINCHESTER, VA 22604 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. THE ZONING ADMINISTRATOR PRIOR TO (540) 662-7711 CONSTRUCTION. DESIGNED BY: MDS Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 WINDY HILL LANE JOB NO. 5858 or 1013. If the assembly is mounted inside a building, a remote readout is required. GREEN WAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 4 INV. _ loBB.o � PP I 111 W � W o N PA VEMEH-T 4�HEPIUAl I—E 3" BM-2 1.5" SM-2A � ••� �:�� � OP05E1D aGGES�\ Om :/T \�1R PR �opoSEp HANON dIGAI'' 2" SM-2A 6" 21-87. Lu .. NOTE: PAVEMENT SECTIONS BASED Z ON A MINIMUM CBR VALUE OF 10t CBR VALUE LESS N. .. ROP. 44 T1-4AN 10 WILL REQUIRE A REVISED PAVEMENT SECTION. I1 > . • �3. 5 \ 12"X6" TAPPING SLEEVE£ VAW + �3. •_ TO BE INSTALILED Bit' F.C.S.A. WATER MN 21 - • n UJr'i o 111 W u 111�p A MF \ J 0 tll z \ 20 22 - Z 0 LLIN� - -� Q W U ow —1 W � _ 25 - Q 1U 11l Q z. EX. PAVED Lk ENTRANCE ZZ �tp > I �� � z 0 gENGH MAK-FK z&5 c7aUTHWE57 P� Fz SPI KE IN Po vV E Fz F'o L E p E. `(STEM �N3a3a� ELEV. Z. 6� 3'' PINE I W w I ~� A r, oGA Tto N ffX �{ " FoP-QED NtAtN \ EX. M .H. I.h s C EORC�E- UJ JR, 4 CAROL-T-N G. GLAIZE- V) ZONED: 1" 11 14 .)o \ pi'OP. G Lf'c i5 Z I I� a SWISS TIN I --� f— INV. = 682 6" 21-8 -,1 PROP TD OR \ 1 t LICsNT Cs CTY - I �P13g p A1) I �� I< LO ID V.�t J 12r- . LE MOUNTED �30 1.00 ,4CRE 5 Fz + 3.3 VA ACCESSIBLE /C SIGN j N� 2-OSED ONE -3-Z5 \ PRO ND FABRIGATI ORS4-IOP \ I� OIGE A 1=fo93.50 - PROP ��' L 7 ALrs Roo \ 1 / goo 5Q. FT. TOTAL = Ci poo �j62. FT_ \ \ I � � FABRICATION SµoP \ \ / I RAMP so. FT. \ \ pFFIG'r 51� 5C. FT. lX1 2 0'. PROP. I" - �-_•-- — / Q N LNG -'�Z _-- v t_uMWATER 1 � W. Jfi�. 4 G,4i�OL�'N C;. C;L,4f ZE o 1�,11' \ \ / ZONED: 1" 11 690 CUI7-5 OPENING � LA i 100 \1 i I \ c�v FUTURE BUILDING-; \ 1 1 1 1 r- ---� \ I I I FX . SCAN. 1" iH I I RIM=692.11 \ I I INV.=680.71 C� Z_ w No Lc) W (D 00 Z N �- N 1 N ° 00 Z c - c W ° � rn _J Q' 1 1 O N > Q = n r- Z o0 F u- rn cf) cf) _ Q) 1*;o/c o C :3 w cn 0 al w Q N J > > Q—O L� > fr af w O IL Lna_ Q BIZ o Q J ILL. O 0 0 L,> lL 0 � � w Q Q J> 0 > o X :E z Il 0 z�a-12� QoQ� o Q J !Z � V) 0Q 0' ���w z z Cn Q U �- IN 0 1A �� \ �aS. a 0 0 N o 0 DATE: 4/8/97 SCALE: 1 " = 20' DESIGNED BY: MDS JOB NO. 5858 SHEET 2 OF 4 STONE CONSTR UCTIO.N ENTRANCE /U' Nin �•Iliur. ►wvCNttwr 1 FLLTCR CLOTH Or MIN. I A Nl1.Jh'n"� sLItM �T 1LY11Kf SIDE ELEVATION CAIST{NL IiltLKJttD 70• NIN. 4AIHRACK 11114 I>A 10' NW it, R1N� LSIS11N6 - I MvcitcNr rfi 7- VDDr el I 1'uilll Vl LINAl/ftA6L lY' wW I:OURTC 11'-0 CIANTE 1Q sL D1N►DE TIIAI+tlll6 hiv VJICE MU57 LarLNO FULL MILITN or INGNLt;S Alto ECRtcs PLAN VIEW OPCItAIION 13' Itw. —T r MIN. X k"t TRcOr F1L L L N SECTION A -A,, IKLNFORCLD LLJNLMLIL SECTION B—B CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. Ser THIr S'rA". 4<. LXCAVA'TE A 4"X 4' TRENCH UPSLOPE ALONG THE LINE Of a MA, STAKES. I F�ow I- 01M ►rill rs+... �,►; ram.+ 3. STAPLE FILTER MATERIAL 4. BACK.FILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. m lilt � � �_ Ill' .•J.��. �- �'�i - t�, SHEL-T FLOW IN6TALL TIUN (PUtSPECTIVE VUEW) FLOW I A A POINTS A SHOULD BE HIGHER TfHAN POINT B DItAINAGEWAY INSTAL -CATION (FIiONT l:LrI:;VA'rlON) 1!�;T51P+A WATEP -- FoN D DETAIL_ NOTE: oWNJEP--WILL_ NEEpTo t-AA(NTA(W THE 5TC42MWATEf1- FbNP ANC To CLEAR DES! -5 FFLoM ITS INLET. 3 SPIL- WA Fri I YR . PEL-aASE (o8Z N Gb_ ' S/l� Zo' + M P -9-'X�" P -11 P- P-A P CG-12 PermrssiDle Toper curb he,ght down 900 Construction Joint to 0 at this point or Pay Line continue O! gM -_ -Irk6rL 1 ' CG 12 0 ablefullh where applicable IiT Pay Line CG-12 — CG 12 Pay L 1116 x 200 min Stars Q o 0 000 0 0 Van. witlln `co mr^ M'n va +i0ty side.a► QO0 300 min c - c f?Wvmum o V o, 90C Min c concrete cover 40 min o 0 0 0 0 $idlwOlt pr `o S+de colt $Doc! co Q Von. or $fdtwdo Spore Permissible Construction Joint ! moo n Po Line C -1 — • 16 200 mm its z Bars a 300 mm c-c TYPtCK kTERNAIE RADIAL PLAN RADIAL PLAN s/vvmum concrete cover ♦0 mm FOR USE A' APPLICABLE STREET For Cornmercio'Entronce IHeax Truce Traffic Anticc'ee COIN ECTI*0 COMMERCtAL see Stt> CV, andard CG-13 sheet Y 3 s0 AENTRAN":ES Per rrws srple 900 ro rotr Couction Jam 1800 AAi- i Its: � Vo, width Sidewolt or/--- o j b 1 . e� o o' E Sidewoto Space > C E o ee a h_ '. ' Sloe :i nm Mamu ISOMETRIC VIEW A� TANGENT PLAN Notes Curt romp floor tc be class 20 Concrete 430 WPo if precast, with ttt: resistant onlegor *electable warning surface covering the entire wiot- ^e ® 175 mm where S*a CG-3 CG-7 is romp floor Iramc floo• moo be precast at cost in mce' The detactQ•+ used earrvn shop. be P10--ded b on exposed o to finsP Po p y P 99'e9a ^w she -c- 2220 mr-, is the mrrxmun SIdt.Or Are* requirement to a+cted a mo-ir•ur- slope of 121 Flsred sides of curb romp to be poured monoeth.coly, .'t^. romp ftcr ace by 150 f Iw�th or w'-wool D., 'r strip) achieve o 12 1 slope using per mrssibe construction joint with req..•ed bo's St d CG-2 er- CG-6 - - 222' - H romp floor is precast, holes must be providtC for dc.e bons so tr+r:-- 12 1 Mo. 1"-'~'— adjoining flared slides con be cost In place ofte- Woct-,e^! of precas• 'o'-, 100 floor Precast concrete shoo be class 30 Required bors ore t0 be 016 x 20C mm placed 30C min center to ce- ie, Clang both sides of the romp floor, rrtd-depte of for% floor llr,n.r.„- 17_ mm WHEN THE ENTRANCE RA0WCANN:- concrete coves 4C min, SECTION A -A 4--r ABATE THE TURNING REQUIREMENTS -: 0; ^%71CIPATED HEAVY TRUCK TRAFFIC Curb romps ides tot meoe su'd and pa > a d for d+ the cont'oct ur>j prices eydroulrc s16 + _ min Bars a cement concrete sideway and Exposed 099regatt sloe.ol., c0mplete-r-;..:ce 3`' min c-c Pe'^vs srble Cor'struct,on Joint Cu+b/cWn oncurter slope transitions odjoce^! to <IrL ramps at �i v�tC S'�--.• 1. M-„-�.,., w payment 10r CVO/cWD and gBoutleti This item moy be When.. used In co-pincdon with Stolacya CG-3 or CC-7, the curb fore Cr precast or cast w place this Siondord is tc be adjusted to match the rnounlove MD conf'rg..r C'L.D' Curb Romps ore It, be located os shown or P•e Ww" o' as diectee L. the SECTION 8 B Engineer They ore to be pro,rded of mtersec,ans .here.!• an occess.r_.re routeDWlhm Nt right -of way of Nghwoy foci-ty crosses a curb r*,'?Waess of whether sfdewj& Is errsling, proposed o' norvawte^t They may b., c"set Limits of ex se^ e e wdle.au cc o9T g_t 'lion: pedesVw' voss.olts as shown on Wills or as directed by the thgr'+eer. tut should nol the located behind vfphlcle Bloc lines Erstmg light poles +!re Treatment Where e:G'- of s4e.11. or side.::* nytlronts. Orop 0"t►, etc we also effect plocr-win! space s less thor 222C •+'- [i Accessible route is defined as a continuous ur+abs+r we lea. stable, firm, end skp fits"lont pal' connecting Mocctstit>4 "r•+r!s o' c facility the' co be approachedwnlered and used by perso^s ..a mpb.-•y Impowmerxls SPE FERE o7- CURB RAMP REPFREK`=E 5G: (PERSONS WITH MOBILITY IMPAIRMENTS) ^d VIRGIN DEGApOf TpA`.-=jF'AT�... _ +� 4 - A r FL T`(p 16,A L EGTIoN V PO.T GiTD. GG- IZ GUP—C3 F-A tut P I h I&A 16B .p d- N I z Q N + N N � Z S Nf0"� 0000 -Z ,I = tli Z ? o N z N ? CL F. F. _ 'n 7 I X fl Q Ulm II �uTl = 4 �ZZ -'�,I(}I,�� Q tQ p t Z Z I] N I � „ n U) / PF2oP. �trAysr p p zoP E� o C3-1 P- h-A P a rpop. GLA�iS Z ' J \ tz I P- FZA P �( o. (o So • Imo'-611P�L o+� I z+ 6-10 � t:'12oF ILE SIN. SEW- EX-CEN�iIo(� SCALE I" = 50 HoRZ VEr--T. Lb X. W FIELD VEPZIF(C-P PRoF.IZ(�;- 3.67/c, ZA SaPAVEMENT " 8" BASE -,TON E ZI-B TYPICAL PAVEMENT WIDENING AND PAVEMENT D ETA I L- C I,J oT -Toe-, SGA L E cast iron cicanouf caP with brace plug having a Goun+crsunk-,qua re head - Pahe(lo (�I PA47Y-G5K (4") finIs(te� rza�e Pane -((a Mod --I PA65V -G1iV- (6" I Square GovLCrc�c Skid fad Zo "x Zo"x IZ"dcclo I Iag�rec�afc ixsse clean0d 1F scrz zl Scwcr main \Nye- its' bend (�"rit'onc beddin� NOTE: Where length oFservlcc lateral exceeds 75' o cIca vlouf assernb(y -,lea H be furnistied at the preFer+y kvne. SEWEK CLEANauT PETA(L. FIZOPoSED FINISHEP 6PZA DE z J X v v v LD W U` �I w 11 I LL OL " + N N N o ► o0 lC PrZ4:5:`FILE—fHFir, J6H EN7F-ANTE S G A L- E: I" = Zo ' H n Iz z. I"= Z I V E PzT (off Z r LU 6�0 ~ EX. GP -APE F Pwp GPzA D E 36" lv1 I N . G�/EFz II PP CIP. WATER- LI N E 6b P f!ZO 1= I I-- E 1L WLU I'tzvPoS E D WATE fz L I N E- T' II 5 GA LE (Hov-Z� I V6R-T QUJ +�+ s A C," a HANDICAPPED PAiz1-/,ING SPAG E 5 `(M 60l_ STANr�AP-P ALUM. HANdiGAPPED f AFzKING oiIGN -to P-EADI "RE5ER\/ED WITH IDENTIFIGA-TIUN SiM�yt . ELT To STL . TuBE WITH GADIuM F'LA-rEP NUTS I P.�t-T5, v^� AND WASHERS , Z4/z/108 5TL.-o91oe EXTEND IN -To GONG. FILLED PIP* WELDED WATEP-Ttfo"* -AP. PAINT P L iFw (o l l 8 " g L. A► ter Go¢ F E E" ' it — j PAINT Pl*-E E"AA—iE `(ELLov�I jl y`.r PA VEt./IENT 1 t g 11 5Z5 STD '57L . PIPE FILL--e P GONG. •I =7/� WITH LONG BARS EA WA`( for.• I 1 TH P-U P 1 P F- y. I a 1 I `-lv "G©NG. �A Sir --__..---- . ----- - ►--1 HANri'IGAPPED l�AIz�ING SIGN ANC? WAIZILING DETAIL. \ PLAPep •IDG I I o Mt,4c I M U M ILOr• IF wx " t5 L-Lf;S THAIli 4-0 IN. THahi THa eGL.vPC �P THE FL-AR[p SfC),E Si1/LL_L-NoT EXGEeC> I:IZ . G u IZ B PZA run. P DETAIL dUl DETAIL IGHT o A LIGHTING NOTE5 I. F;luIL-�1-1ING LIGHTING ZS' " I G H ( Io0 cP- 15o WATT) . Z. UISoP-5 1-,15ED IF NEEDED 71D MAINTA IN LIGH-r ot-i 51TE aN t_Y. 3. No PAF-KING LoT L-IGHTF NG PRoPoSED. Z W J 0 In W CD 00 L7 a> 00 N Z c - c'0 � Qy of I cV > �t Q = 'o i\ (1) N Z In o � W °- X r C_7 �L Ol In to C N � c � o LAJ V) L0 iw � J N cJ J > > Q'O Li00a- O ^Qf ern a Q �d _O Q J � O� O � Q > O L1 0 LLJ W Q Q J 1- > 0 > mi d J Q 0 Q O Q� LL- > � Q� O o W Z 1- Z (n Q O �- d * L` O * 3 Q o !� � o W L 3 U `*s w � Q � V) 00 V� o N o Q z O 0� PRo�� � w E- C (2) 0 Q > W r/1 DATE: 4/8/97 SCALE: AS SHOWN DESIGNED BY: MDS JOB NO. 5858 SHEET 3 OF 4 rFZvP�iE 4 -- 1, 6' HIGH E�lEF�RE1cN HEDG E I I N 1 M I � \ W D \ Hic Bandit Karts Erosion and Sediment Control Narrative Project Description The purpose of this project is for the construction of a 5,000 s f building and parking area with a stormwater management pond The property is located in the Westview Business Center along Victory Lane east of the airport Erosion Control Program ❑ Install silt fence ❑ Install construction entrance ❑ Clear and grade site Maintance Pry 1 The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall Damped and or deficient area! will be repaired or improNed 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 immediateh• where deficiencies are found m I 3 Permanent erosion control measures include the I1 \ establishment of grass on exposed surfaces disturbed in \ the construction process 1 Erosion and Sediment Control Notes 1 All vegetative, structural erosion, and sediment _ _ \ control practices will be constructed and maintained \ according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook- ' — and Virginia VR 625-02-00 Erosion and Sediment Control Regulations — I --- I 682 j 2 The contractor will install a construction entrance and silt fence prior to or as a first step in clearing \ I 3 Within seven days of reaching final grade, the contractor will install permanent seeding to disturbed \ \ I areas 684 \ \ 4 The contractor is responsible for installation of am \ \ f �F- L E'(I _AND G `(fRE 5 9 \ i additional erosional control measures necessary to \ Fop- F 12oo1TG�Fz TF2Ai LE F2- "' G I I / prevent erosion and sedimentation as determined by the \ oU \ SEE LANt7SGAPIN6 SGHEUplan approving authority D', / \ \ T�IL- E [2 �-68(0 5 A copy of the � roved erosion and sediment control \ STt9 GE (T E S M I r�1 I ►.�! u M Z - Z '/Z / plan will be maintained on the site at all times \ AP -EA GAI.IPEfZ AT -TIMEcF PLANTING 6 The contractor is responsible for drainage of all disturbed areas to sediment control measures at all 688 times — — — 7 The contractor will inspect all erosion control measures periodically and after each runoff producing \ — rainfall event .Any necessary repairs or cleanup to woman/ maintain the effectiveness of the erosion control devices will be made immediately - 1 � -- _ a I FOP. 3� HIGH LO oy EVER-C•�-FEN HEDGE4; C-7 2�L i CIA I r I / l-andscq�i ng �Gl�edv le -for �Greevi(nc� Tofgl) Lcy(clvlc� CY�ress for" SGreevt l v1g o�oUtd�' I�nds�q I i n WD MlhiwlUwl nCr o� Trcc5 IS Z-z'/z�� q+ +(GlVf 1V1G� F-3 E \ USEP Fe:)g ly-�' l-grl�scc+�ln� L c (cc� Ic1+Ions Ldf Areq = I. o A,!�_- �F� Pa r k4 riq Pa g e d A re4 = I o, 3 z 7 buIW1n� = S,GAO . Ft Tofa I = 1 -7, 5-77 17,57-7 = ZS,-�)-73 60% Pc-o�secl LandSc�l�d Areq Pcrrk�r�9 Peri rn��cr = I —1 Per 40 Pori vne�c r = �fi moo' = = I o Trees � u i red Pgr" r\9 Inferior- = ( Tree Per- (0 Sp4c_c5 = Z I ree5 To-Fal TrcP5 = IZ Tr�cs Goti►TRc>L z aw 0 1 L 0 0 00 Z N N i00 z D N cD rn w C) JCD N > Q = r- I Z c C: 't w� sLn W WX _ �LZ U) U) L L N O Q C U c C � o w cn LI w Q 0 J Q CL Q 0 (n W W Q J Q W J�> >a o L- >�rr 00 a_ ^Q��a �n a. Q a 0 a� Q --j L__ O Q �0>� Q Q> 0 >o�� z�a-� aOQLL_ a� Q 11' w C/) Q U-)Q O * } * 0 O 124 Q z � w E­1� DATE: 4/8/97 SCALE: 1 " = 20' DESIGNED BY: MDS JOB NO. 5858 SHEET 4 OF 4 GENERAL NOTES VOOT GENERA. NOTES LEGEND VICH-17 MAPz EXISTING INTERMEDIATE CONTOUR - - 33 _.- - - SCALE 1 = 2,000 i W o 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 -F"330 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion I C o N 00 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 I - o :E IN 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a liable. In the event of conflict between an of these standards, specifications or EX E�P ,171 � W -� � I °' PP Y P EXISTING EDGE OF PAVEMENT __-_ ___..._ __._._ .,_......- ._-__ __.__.. ...._._.. _._..___. per; L o must be provided prior to issuance of the site development permit. The approval of these plans in no way tans, the most stringent shall govern. '� >- = > ,I - relieves N the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion P 9 9 PROP E/P ,�?�� _ L N P 9 P 9 PROPOSED EDGE OF PAVEMENT -� f - AI2�FZ \ Q r\ Control Handbook. EX C&G a� a� V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER DRAvE 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations.` - - I W It PROP C&G _-__ i a (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER Z 1NDEP_ENDENGE i W c °' x V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CC-6R i� �` =�FzwE - 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is N VIGToF�,i . `n 3:: ►°' required under State law. Furathermoreaccordance ffic control the flaurerst mdustobeocertDiOed in work accordance withVDOT'sual. TRANSITION FROM CG-6 TO CC-6R Y N wirIGEST>cE� �--ANE--- i protection 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 ---- ---- Ir with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T m (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 '�° �� -� C 0 responsible for providingguardrail and paved ditches as determined b this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER - w Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP�9AR- V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER �uF 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 miust be available at all times. -_ SI^JEh�fV J p P EXISTING SANITARY SEWER � i � w 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 SEWERQ N ¢ Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the J > I > <'-'o contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE P E >o o CE 8. All unsuitable material shall be retmoved from the construction limits of the roadway before placing Sheet 1: Cover Sheet �,� Li- PROPOSED ELECTRIC SERVICE P P �0- ¢ Sheet 2: Site Plan Revisions embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for a o any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE Sheet 3: Previously approved site plan � ¢ � o 9. All pavement sections on the appiroved plans are based on a minimum CBR value of 10. CBR values less Of O ¢ inspection. for Bandit Karts for information o LL 0 > than 10 will require revised paverment section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G purposes only. F__ 10. All roadside ditches at grades of imore 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 o � o - - -� - - �,, ¢ ¢ o PROPERTY LINE on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance > o E :2 in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3,02. FLOW LINE Bd 1 �`' � I- J Z z a- 0 11. All springs shall be capped and piiped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained Y - R I ,� I (Di: A d o ¢ 0 ¢ LL be minimum 6" diameter and cornform to VDOT standard SB-1. FENCELINE - -F- -- - - -- --- Q ¢ -' � through construction. a- LL_ Q V) 12. Construction debris shall be contaiinerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 0 PARCEL IDENTIFICATION NO. 64 - A - 159 K 0 z W U'vi ¢ one litter receptacle shall be prowided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: Victory Lane 0 Z �, a o and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 1.00 acre 0- O * 13. The contractor shall provide adequiate means of cleaning mud from trucks and/or other equipment prior to T PROJECT AREA: 1.00 acre N o * 0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE -- - --�+ ---- _ _1__..�__.�__. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have DISTURBED AREA: 0.60 acre Q 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 '"�! INCURRENT ZONING: M-1 condition at all times. CURRENT USE: Manufacturing L 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsuirface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT PROPOSED ZONING: M-1 0 immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED USE: General Office sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ----�` t- -- -- - 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current PROPOSED WATER METER REQUIRED PROVIDED 4- V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector Q) standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement. of fill. EXISTING REDUCER------_R_. __..�_;. _.__._._ BUILDING SETBACKS: FRONT: 75' FRONT: 95' Z Q 9 U 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the SIDE: 25' SIDE: 26' 0 p� Dl PROPOSED REDUCER - --= w 0 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 REAR: 25 REAR: 173 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 maximum density as determined by STOP SIGN REQUIRED PROVIDED 5; ►� utilityverification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width PARKING SETBACKS: FRONT: 25' FRONT: 25' W �' P P HANDICAP RAMP (CG-12) of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a CG-12 AND /,OR JURISDICTIONAL SIDE: 5 SIDE: 5 P P Y 9 9 performed by a qualified independent agency shall be conducted as required in the VDOT STANDARD kAMP CONSTRUCTION REAR: 5' REAR: 140' � 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 l',, 5 final VDOT approval. PARKING INDICATOR ,A 0 18. When grading is proposed within ecosements of utilities, letters of permission from all involved companies 9, Q, INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading anti/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans F.A.R. CALCULATIONS PARKING CALCULATIONS Q development permits. P r�-� and further where determined necessary by VDOT Inspector. TEST PIT LOCATION k Maximum = 1.00 5000 sf Office / 250 sf = 20 spaces required The developer will be responsible for the relocation of any utilities which is required as a result of his Provided = 0.12 21 spaces provided project. The relocation should be! done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way 1 ADA compliant space provided W cA HANDICAP PARKING H/C I- m shall meet VDOT minimum design standards and is the developer's responsibility. Q a, 20. These plans identify the location o>f all known gravesites. Gravesites shown on this plan will be protected Q in accordance with state law. In the event gravesites are discovered during construction, i'ne owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE LANDSCAPING CALCULATIONS be obscured prices may Unit and total py . �� 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Interior and Exterior at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved Ian. �_ PP P V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement � �,_. 21/10=3 trees markings must be installed b the developer or, at VDOT's discretion, b VDOT on an EXISTING STREET LIGHT' 520'/40' = 13 trees 22. Controlled fills shall be compacted to 95% 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 by a registered account receivable basis. PROPOSED STREET NAME SIGN 16 trees required professional engineer and results submitted to Frederick County prior to pavement construction. If a levielan biota: geotechnical report has ben prepared, it should supersede the requirements in this note. ! J - - _ PROPOSED SANITARY LATERAL CLEANOUT �- ---�` -- 7 trees existing alive i Samue Triplet ?�'��.... 2 trees existing dead to be replaced This site plan was previously approved on June 23. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavating Zoned : M-1 �,� SANITARY MANHOLE INDENTIFIER 12 P 9 Y P P 9 i I Use : Manufacturing � � 7 white dogwoods proposed 4, 1991. This lot has been sold to Resource for (� or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement I 16 trees total provided Educators and has required an increase in parking. of excavation or demolition. Names and telephone numbers of the and operators underground utility lines j - This revision has the original site plan for info - STORM DRAIN STRUCTURE IDENTIFIER 18 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. j � j mational purposes and the addtional parking has 64 - A - 80 N 64 - A - 159 K ,l 64 - A - 159 M been shown the approved site plan known as Bartlett Realty -1 Inc j I one : M '� Geor n W. GMI ie Jr Bandit Karts 11 which shares access from Victory ZonedM-' EASEMENT LINE ------------------ Water Sewer: Frederick Count Sanitation Authority Zoned : M-I ( Use: Manufacturing Lane for clarity. N / Y Y Use : Industrial I 9 Use : Manufacturing P.O. Box 1877 I �" Winchester, VA. 22604 ; ; !' CENTERLINE 64- A - 155 I j � EXISTING SPOT ELEVATION 12.0 (540) 868-1061 � 1 Georga W. Gla lze, Jr i Zoned: M-1 ENVIRONMENTAL FEATURES Use Printing -,hop � + 64 - A - 159 L , PROPOSED SPOT ELEVATION 12 5 Phone: Bell -Atlantic ! p % George W. Glalze, Jr U P.O. Box 17398 ! Zoned e vacant ant itPERCENT EXISTING TREE DRIP LINE FEATURE DISTURBED Baltimore, MID) 21297 301 954-6�82 _ , -^ ( ) : z ��'� FLOODPLAINS +' MAR i��� EXISTING TREE ti -'r 15 OAK t��r`� 15" PINE LAKES & PONDS ,� � � � Power: Allegheny Povwer MISS UTILITY 1-800-257-7777 M "Jr WETLANDS >1AC fn pq Q OAK 0 P.O. Box 1458 �- SINKHOLES � �,_„I � � Hagerstown, IwID 21741 PROPOSED TREE 1-800-654-3317 Fire lane markings and signage: NATURAL S.W. � U All "No Parking" signs and yellow painted curb locations will be installed DETENTION AREAS O � . � Box 240 Gas: Shenandoah Gas Co. by field inspection at the direction of the Fire Marshall's Office. STEEP SLOPES U � co � >15% 7:$ Winchester, VA 22604 � Q) (540) 869-1111 WOODLANDS * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL U MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY co EuS CONSTRUCTION OTEs TRIP �# ENERATION AJ ���' � ��` ' ' � ,� Tx of 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. p ,� 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. Existing Manufacturing sharing entrance MARK D. SMITH Project Name: Project Number: Q) 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE Class 140 - 5000 / 1000 X 3.8 = 19 VPD's � No.022837 � Resource for Educators 2208 AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Proposed General Office Use SjONAL Magisterial District: Date of Plan: (Month, Day, Year) P 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 Class 710 - 5000 / 1000 X 11 = 55 VPD's Shawnee District July 7, 1998 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 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Owner: Address, Including Zip Code & Telephone No. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT T1105 North Royal O EXISTING LINES. PROFESSIONAL SEAL & SIGNATURE I Avenue 22630 DATE: 7/7/98 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE B R C, LLC Front Royal, VA THESE PLANS ARE IN CONFORMANCE WITH (540) 635-2956 __ � aq �� ��, AUTHORITY'S ASSISTANT ENGINEER. AIN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 9 3 6. THE SANITATION AUTHORITY SHALL TAMP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code & Telephone No. SCALE: n/a 151 Windy Hill Lane 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 Winchester, VA 22602 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO Greenway Engineering (540) 662-4185 �d DESIGNED BY: Oates 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. 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. JOB NO. 2208 c� <z IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane ,�� � �� 4 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 3 Bandit Karts II Erosion and Sediment Control a ,i Z Project Description � 0 tL The site will have about a half acre removed of topsoil and some cut and fill 5 - X in � Wvolved for the proposed building and parking lot on the proposed Lot 7 of WestviewLU Z Business Centre. FIELD VEFI-(FIED PPoP (Z LU `0 Z S/r Z� Existing Site Conditions W•< P.I .N. 6 - ((A)>-159 F The site is currently an open field that has a slope of less than 5%. An existing Q v GEORGE W, JR. � GAROLYN C3. GLAIZE _ _ 1. 5 SM Z'� I' culvert under Victory Lane drains onto the northeast corner and flows towards the °zz \ Z ZONED: MI - stormwater management pond on the property line of Lots 5 & 6. This drainwa will be z 7- S„ PAVE: B Po P PertY Y bS 5 USE: vAGANT _ ME regraded to flow down the proposed property line at 1.25%. The 24" RCP has about \ - - - 3' t3M- Z G g" g,9 ��E C' - -7 10.75 acres draining to it at 27 cfs in a two year storm. This will require the trapezoidal 8" -2I _ g ditch to have 3:1 sides, a depth of 1.5 feet, a width of four feet and a grass lining with a N \ - resulting velocity of 2.52 cfs. 'D 00 _ J Adjacent Areas Permanent Stabilization N I o0 6So N Ln T'(P I CA L PA V E M ENT W I DE N l N G The neighboring areas are either vacant fields and businesses. The plan calls for permanent seeding to the exposed areas of the site. This will U .� W `n consist of a seeding schedule and mulch. -J Q' I I (� 1- AND PAVEMENT P TA((- g CD CA it > � N ff' To SGA L N oE) Stormwater Manag tent � _ r (K The soils information has been taken from the "Soil Survey of Frederick County 73 nn np np _� a) IQ Virginia" published by the United States Department of Agriculture. The soils for this site The site currently is a vacant field next to the current Bandit Karts building on U C W o o-t It are the Blairton silt loam (3B) and Weikerts-Berks channery silt loams (41 Q. These soils Victory Lane. Through the current advances in cloning techniques we will be creating Q In IW '5 G LJ L VE P-T i have only "slight" erosion windthrow hazards.Bottom line from personal observation, another Bandit Karts to be placed on this site. There will; however, as with all cloning aD x there is about nine inches of topsoil and then your into hard shale. techniques, be some details that will not be duplicated. on this plan there will not be a 'n CD II5 need for stormwater mangament since the pond that is shown on the "Charles Ricketts" q q IQ Critical Areas site plan and the "DMK Properties" site plan was created to provide for the development �t'I of this drainage basin. 1W r z -----I � 1F ��� o ' O There are not any potential areas for eroding problems. °' do U) } (� Erosion and Sediment Control Measures Maintenance N o _" 1. The contractor will inspect all erosion and sediment control measeures after each �� > Z 87 The area of the site to be disturb is approximately a half acre; therefore, we feel rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be c � O 5 repaired or improved immediately. w fix 6 that silt fence around the perimeter of the disturbed area, an inlet protection onto the o �- (0 86 culvert at the end of the property under the sanitary sewer line that will be installed by 2. Furthermore, the contractor will make a daily review of areas of construction activity to U Ricketts Construction, and permanent seeding and mulching on the exposed areas will be y ty 68S insure erosion control effectiveness. Additional measures will be installed immediately enough to protect the enviroment. There will be a note on the site plan instructing the contractor that they will be responsible for clearing there trucks before entering onto where deficiencies are found. Victory Lane. This proposed development will be utilizing an existing entrance and a 5- � c� 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 Z Pf' flPo 5E D I o DF--A I NA G E E A 5 i= M 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. � Q O 1✓ X . Zoe SA N . S V�1. 1=o{LGE MA ( N E S M ' T. 4. Permanent erosion control measures include the establishment of grass on exposed z v surfaces disturbed in the construction process. �5 1-- 0 Z Z z I.. N X Phase l (� ll1 X v N 1.The site will have the silt fence and inlet protection installed. 2. The site will them be grubbed and construction may begin. �1 Phase 2 w w I� ZS. 5 X ' X x • 1^- 1. The permanent seedingIs to be put in lace. X x Y. 2. The silt fence and inlets protection may be removed after the final inspection of a 1 N N Q 'a --"----- Public Works Department. ? �O wD C�t3t3 6 - rL �A 5 M E N DPRINA G G Note : The Frederick County Department of Public Works will retain the right to add and/ or modify these erosion and sediment control measures during the construction process, p�P 16 I o z GUI�GUT \`- D. IOo ' within reason, to insure adequate protection to the public and the enviroment. W q1 GONC 9�W 'ICE W( ENGLo5L(P-E D • �'' Z �' B. I-. I- . T Q r r N (SEE DETA(t_� • ' X ��' WO b GFo P. p • GONG . N SToIz1� METAL DewA�K 9'c I I LD I N G �, I . bOU - -A G f2 S PAVEIvfCNT F- z" 5M - zA 5, 56Z. FT. ' l 9 -- N ADDIToN ml I i +a I- UL �Z- y„{ - CToTA L) 9 \D LIJ 5rx��2 �. F b �_ s x �-- I KA 17 5 o F `` ` �z I N V. = &e, I. oo P I. N. 6 `f (C A d I _ C/c •FT ul G l -- E A� I N G A N D G r✓oP-G E w e .1 �.£ GA r� L Y N G- G (_�{ (Z E cn °N° N o 00 �p D. F3. 8 D 5 PG . Z 1 5 9e, 4crx� ', �- FT) -0 C� I?A D I N G ° H G E ( _ A; 6'Iz- PPbP. Bu 1 I-GiN G FAt I GATI c'N) `n z ti 1-IGHT T`(P. w z 6� wb W C ) use: �AGANT z �� I P o \ t t bx Iz'x• + �0 5 �I, R� �CHrTe "GULVEF-T IS To B� INSTALLED (U + Zo' �p 5 LCAr-> ,6 X EX. IZIP - FLAP 13,( 12-(GKETT5 GoN5TP-UGT(5)N AS AGf2EC-P To �3 SPf11GC INV. = 85. 3 �' o�/ER-FI-QW 1 cS AND GLREENwA'i ENGINEERING��U1G v�loh-K•5, 1 v �z• - Z__r1- ba O Il INV. (07`'�. .. �. � � � u ��r- P __: + ---�� P�vP. I „ � P.S'' SrI-ZA ��� -�,-�. N 33.3�' �•y� 1'oFP INV. IN oo t. .• 4" CONCRETE W M COPPER- Z 3 6M-Z to 3000 psi W/ FIBER • Aw. � w �: 5" CONCRETE � 4- $° Z I _i3 SE E/IJ T �D li sERVIGE _ vl WD t.I� E•A o 4 21-8 BASE 3000 psi z # Z Pam`( Fe-- 5,A �`= _ 6 SH ED ACCESS .. STONE WITH M SH Q II N 20 ( - \ 4" 21-8 BASE *�"'`` SIDEWALK SECTION z u, � rPG�7 P►�OP CC'- 6 o , �- 1' V,4 - _3 8 I STONE a - o � �3 � I_. � � DUMPSTER PAD SECTION PFP-51 P . . -.. 1 69 6� v GORE Drtll_.lr MAf,IHol_E 8J W (7A P 6Y FG -i A W H.c.l-2-ANAP .�, Z„ To2" 5M-2A 1.5" 5M-24 � E-� (S E G I -I F. to TE) e i EX. GuRP Z/ -B a" 2 i - B - °r ,�°'° x W 14 / rE oo� woo 3 „ gM - 2 Z i ii ii i w � T/�.IG � � 3" BM- � I;.- Doti o 6" 21-8 BASE � � � H T E -x s W STONE 8" 21-8 BASE U) E-� �HA1,.Ep 1.5 SM-2A Z W HA NDI GAP �A MP , �� 5 5 �, • I-1 7-E PARKING AREA STONE QC V - ►,oGA Tlo�i -% 13G 69 AE M'-i". �/« _"`"'_ - poGwooDS �, PAVEMENT SECTION O [� VEF-fFIG-D P-> �/�-j _ _ P. I. N , �9- - ((A )) I S� {< Q E-1 (BASED ON C15R-6) ENTRANCE PAVEMENT SECTION FIELD INSPECTOR . SA MU EL T. JOAN E. -TfZl P L E T T � � U1 U) � REMgVE �xlsrlNG c��3 L I (BASED ON CBFc-Co) Q Q PG . �f-3S \J al U GG - U 5 C- : "A N CJ FAG T-.1 R-(N G �- W H . G . r-2-AM P 1992 3.05 I 1 1 Ill' I2 I 11► CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) y\ Q `j N 1. SET THE STAKES. Y. EXCAVATE A 4'X 4• TRENCH �- Z, • Q %% L UPSLOPE AIANG THE LINE OF 1zE[��-aL� 1qz �XI�TiN� r Ll l�- TREE L�7 PG% 2� �alSTAKES. T 6_� �14 � � O HYDP-A NT ��• r \ 9 STAPLE STAKES FILTER MATERIAL D EXTEND 4 THE FEXCA AND COMPACT OMPA T -..J 4 '11t.9TL.-ruOIAG ALL GOK. Fr--,O AND G6Mr61E4 To Etc 4H'r Wsi pep Z•x(a» IT INTO THE TRENCH. WITH rLAT61 6EHIND WEL17 rvIHT9 I'lrG" CAPU&N *AWN LA NDSGA P1N G G,q �-.GU L_A TI ON 7 * ALL MATEPetAt. GGDAL rLAN V.I. To I3e e"xB'x 1/*11 4T6t3l. I.U"E515 r- ME7EP- rLAT67 T/ G ICEEIV E o ,hI}� TS 3� X I/4a x fl'" FRONT IZ SPf',C-6S I n = I • Z to /-' IIII to 4" Ni. •T" HIHGGS GATG r0'fT View � i�G?' _ �. Z o b �14�1 r � I rco� � _- I• -Tl� � f ��� TFz�ES PPfl�/I DED �� 11 SHEET FLOW INSTALLATION III G'X G� GGDAC racTs I �- MK Lr1T`N tl btAGKiT� - - - - - - - - (PERSPECTIVE VIEW) DATE: ,3/3/9H WITH 011. ~041 Go • II II I I 01o.0 OTl.. coLU/dN I I I I I I ' wP WHITE DoGVV�DS I -ToTA l_� �� Io /16 I r or 5AIC I V I� A A i ' OW (AL-CCS -iHAI-l- 6E A z - 2 /2 �� SCALE: 1' = 20 GA(_(PC(z A7 TIME -F PLAN -LING -- --- I Tofl / 1 ; , view E3CJILDING L-(&HT DETAIL /i - IIII I�`��� rIFLOP. HEDGE (IJ5E GoMMot� 12-L-IT- LC- DESIGNED BY: GO POINTS A SHOULD BE HIGHER THAN POINT B. 1 tiros LEAF 5oxwOOD 3' H IGH AT TIME of F LA N-rt t4G N. T cam, DRAINAGEWAY INSTALLATION JOB NO. 2150 I (FRONT ELEVATION) duVP`1TEIZ GATE DETAIL PETAIL B0APLOFE94ff AP-CUND 1-1- SHfZur✓ss-roTAl sPAGeD 3.5 APART Source: Adapted from Installation of Straw and Fabric Filter SHEET 2 OF 2 N oT To 9a,n t.6 _ Df.1M i�Trr i? PAD - . - Barriers for Sediment nn ro Sherwood and Wyant Plate 3.05-2 C:n N 0 a.• I rX . z--" p-,K P I t\I V. 7. 3 � PP I Lo Lt a 11' 1-3 w EX. M H. Ir" — �— \ \ 11�kl \---- AI/ b d \�— &IaPq- 4� 1 \ 1 \ FzIP- F2LA4> Lo PA V E ME N TIL HEGPUL-E ` -- Wool 3" 5M 2 S 1�.�j 25 L5" SM-2A �5�-•i7 — G�py� _ P PAP 6 ¢ �. u RpPOSED A,GGS M P HANC71GA — — 6" 21-8 -� \ P�ohoSED � INV. _ • . -s 2 SM-2A II 5' o �/.(Ev 6P�1. �� :. •.: • ..: 6" 21-5 B \ PROP TD OR 6 21-8 1-- �. ...:. ..:...:• N,-2:}; •;:::':•::::':•:•':':•::' •:...ya ... �- LIGxH1. 4T Cx CTY - u� N a• • .. ..:. :':•. '.'.. ' ..• .• ... '.� 3..BM 2:• • L1/ ./ I . pK-Y• "G EoFzC� E v�'` �1 t2 NOTE: PAVEMENT ;SECTIONS BASED Z — Tl ':: :.•' ' ' ' of 5 :.. • .. �'I/ BAN �A- ON A MINIMUM CBR VALUE OF 10i G5R: VALUE LESS �� ` •'•' ,�Z 13 100 I HAN 10 WIL.L REQUIRE A LE MOUNTED 1.00 ,4C�E \30 y \� �•' ,/�• � REVISED PAVEMENT SECTION. n >_ -` may. 5 5 f2 �+ �3.3 Y4 ACCESSIBLE /C SICsN \ \ oi/Q �f + °° �3. N� �3. Z5 PROPOSED ONE S' °RSI-IOP U' / �3. 7 OFFICE AND F,4BRI G�4t l - PROP ` iRA L 000 60. ' A�E5 Rot \ FF : (o�p 0 Q. FT. \ 7'oTA L r WATER MH -. 6'� 21-. - Y H/G \ \ �— FA>�RiGAtION gµOP WM o N 2.11 $M- W Q 3A,9m 5Q. FT. RAMP \ 25= u co t \ l OFFICE r Z 6\ 510 SG. Ft. \ 2.0 - --1 — w \ 4` Z I'F P. PROP. 1Z — '� } - L1 �.' c. WATER � w } ( `� I r _ — — Af>PP�--X. l-oGATInN c_ EX �{ " F o FLG t✓ D Nt A t N P-IN. rc4-((A))-159F \ CzE01,G;E, UJ. JF. 4 C,AFOL''N G. GL,AIZE \ ' ZONED: 111 U5E :-,Y,4C,4NT I I I q Q ::3 111 wLU wwLlG p �- — \ —lillillillilloIt W F.H.9, A }- J Q� 1.0 VALVE I`► �� 1 r I I �-1 PFzoP. Z' I I t p- \— - GUiZBOPENING LID EX. PAVED Q IY NTR 4NGE �7 %z) \ \ ►z I � 1001, gEtJGH MA►zF< Z&5' SoUTHWES-f P-( 12 SPI KE IN Po vV E Fz PO L E ELEV. 682 1 1t I r l— 684 I 1.� / 1 — — 3" PINE / m / 1ly / r yI / PROPOSED ONE STORE' OFFICE AND MANUFACTURING 5U I LD ING FUTURE 5U I LD ING \ / w I F.F.=693.50 w I 1 / / 1 688 / P.I.N. G 4-llA))-1591 C�EORG;E W. Jib. a GAROLYN r-3. GLAIZE ZONED: Ml USA: VACANT 690 F— ----� \ I I I r:-lx . \ I S,AN. MN I I fzIM=692.11 \ 1 I INY.=680.71 Z W LWJ oN Ln 00 Z N d- N 100 N Z L.J -(o c Ln ° rn —J Q —> -t-N -EL T a) a� I Z c rn o � e LLJ c Lc) C.� (1) .e �� U)co _ Q) O Q �; c c D o w to u- w Q J ^Q >Q"o �ooa- �. tr � a- LncL Q `- a- o Q —1 `` af O oQo li0w Q 0 W J Q lY J I— > (� >oc� z z�a-Of <0<L- Q Q Jcr Q of Z U) < LLJ�0 Q •0 -F z ,o O+ � � o4- L i U W L y ` +. s W r � N O to 40 N N a o o 0 z Y00 pRo �E- w z > w O� Z q0 �o as >Q w DATE: 4/B/97 SCALE: 1 " = 20' DESIGNED BY: MDS JOB NO. 5858 SHEET 3 OF 3 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - _ 33 - -' SCALE 1 "__? �� _____ o LO °0a 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 --- 330 771 co N � County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion C_V�) �, o N N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 o :c (00 2. Measures to control erosion an d siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P 6� 17 v, 1 must be provided prior to issuiance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P �iEs. ;� �- _ > N relieves the developer or his argent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT L Ln r- Control Handbook. V2. All construction shall con I with the latest U.S. De Department of Labor Occu Occupational comply P P EXISTING CURB AND GUTTER - - - EX C&G - - - AIZBoF- \ o a' c o 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 m �R '' � w s (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER o00 INDEI9EN®ENGE e Q r X 4. Approval this does issuance by VDOT when such is V3. When workingon VDOT right-of-way,all traffic control, whether permanent or temporary, P P Y' CG-6 CG-6R -a ! DRIVE z cn Ln - r- Q �- a of plan not guarantee of an entrance permit permit shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R - - required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's F N VIGToP-�( Lr� RTC. 7Z8 cn v) L L_ 5. The exact location of all guardl 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 r y W INGHE57EPL ITS '` with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T rn .� .� AIPLPoRT- C � VDOT to determine if and whiere guard rail and of paved ditches will be needed. The developer will be ( ) g / P P V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP '� 'S'� responsible for providing guardlrail and paved ditches as determined by this joint inspection. Refer to be sub ect to change as deemed necessary b VDOT. J 9 Y Y EXISTING STORM SEWER -, R b. w V) Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP a uFFL ,' �� �GtL 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 bi 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 Q �¢ 1 223?� �,1 Control Devices (MUTCD). arranged and held b the engineer and/or developer with the attendance of the g Y g / P contractor, various County agencies, utility companies and VDOT to initiation of work. EXISTING ELECTRIC SERVICE P S o w �v> > j 0 8. All be from the limits the before prior ���, COVER SHEET SHEET 1 OF 4 ���� unsuitable material shall removed construction of roadway placing PROPOSED ELECTRIC SERVICE P -1 (S P �� ®,� 1-1W ,n a Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PLAN SHEET 2 OF 4 A, �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 e ® PROFILES AND DETAILS SHEET 3 OF 4 �5�'5 � `� o- „ a Q -' o p Q than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE o- a A�, ,, LANDSCAPING AND SHEET 4 OF 4 \`� S� �`� �\\`� tl �` o > I - 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 EROSION &SEDIMENT CONTROL ' �� � � `tad Q c o w Q Q I- >o 0 on the plans and as required rat the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE - - Q > o � ' PROJECT INFORMATION 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, to by this be FLOW LINE o z :2a a o Q access other properties affected project shall maintained be minimum 6 diameter and conform to VDOT standard SB-1. through construction. FENCELINE x * # * * # # Q LOT SHOWN LoT 3 - WE1'?TV(EV4 8cJ,(NES`i GENTeP- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 0 Z LU V) Q one litter receptacle shall be provided at the construction site. P p V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS z Fn Q c) � and at the end of construction. EXISTING TELEPHONE POLE W oN # ui a o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to \ 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 !Ti MAGISTERIAL DISTRICT- SHAWNEE Q ,- 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 w 'Tw PARCEL IDENTIFICATION NO. ((A)) condition at all times. LOT AREA 1.00 AC 14. *Notification shall be even to the appropriate utilit con an prior to construction of water and/or sanitary gy companyP / y V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT D& DISTURBED AREA D. (moo ACES 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 CURRENT ZONING M1 sheets, and connections to exiisting lines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q 9 Y 9 PP Y EXISTING WATER VALVE w e w CURRENT USE: VACANT 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 b VDOT Inspector P PP Y P PROPOSED WATER METER m PROPOSED USE OFFICE AND FABRICATION SHOP standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w-w Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER SETBACKS - BUILDING: FRONT: 75' PARKING: FRONT: 25' 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 SIDE: 25' SIDE: 5' 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 maximum density as determined b P y y STOP SIGN REAR: 25' REAR: 5' _U) � 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) i W 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y 9 9 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed b a qualified independent agency shall be conducted as required in the VDOT P Y q P 9 Y q DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL BUILDING HEIGHT: MAXIMUM = 60 PROPOSED = 14' 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 final VDOT approval. PARKING INDICATOR 12 SIGNS: PLACED ON BUILDING 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 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 P OUTDOOR LIGHTING: PLACED ON BUILDING (SEE DETAIL, SHEET 3 OF 4) development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION � OUTDOOR STORAGE: NO OUTDOOR STORAGE PROPOSED 19. The developer will be responsiblie for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way F.A.R. CALCUQITIONS PARKING CALCULATIONS W shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C ; � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REQUIRED = 1.0 REQUIRED OFFICE: 1 SPACE PER 250 SQ. FT. Q in accordance with state law. In the event gravesites are discovered during construction, th,e owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 PROPOSED BLDG. 5,000/43,550 = 0.12 FABRICATION SHOP: 1 SPACE PER EMPLOYEE engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ®�� SALES ROOM: 1 PER 400 SQ. FT. _. 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. PROPOSED OFFICE AREA: 510 SQ. FT. = 2 SPACES 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 PROPOSED FABRICATION SHOP: 3 EMP. = 3 SPACES 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" standard pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT PROPOSED SALES ROOM: 800 SQ. FT. = 2 SPACES per proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN TOTAL REQUIRED = 7 SPACES professional engineer and results submitted to Frederick County prior to pavement construction. If a 11 SPACES PROVIDED geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT HANDICAP PARKING TRIP GENERATION DATA 1 PER 25 = 1 SPACE REQUIRED 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ENVIRONMENTAL FEATURES HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 of excavation or demolition. N4ames and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 EXISTING LOADING SPACES in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. ITE 4TH ED. FEATURE ACREAGE REQUIRED: 1 PER 40,000 SQ. FT. FLOODPLAINS 0 1 SPACE PROVIDED LAND USE: 140, MANUFACTURING EASEMENT LINE - - - - - - _ _ LAKES &PONDS 0 Water/Sewer: Frederick County Sanitation Authority 3.8 TRIP END PER 1000 SQ. FT. CENTERLINE WETLANDS >1AC 0 P.O. Box 1877 Winchester, VA. 22604 V.P.D. = 5000/1000 X 3.8 = 19 V.P.D. EXISTING SPOT ELEVATION 12.0 SINKHOLES 0 540 868-1061 ( ) NATURAL S.W. 0 [I�AL SITE' PLAN PROPOSED SPOT ELEVATION 12 5 DETENTION AREAS Phone: Bell -Atlantic P.O. Box '17398 EXISTING TREE DRIP LINE STEEP SLOPES 0 /�wr ����r{_ a Co ` >' >15% � �� � E-i Baltimore, MD 21297 (301) 954--6282 �, rr EXISTING TREE � WOODLANDS 0 I<Z� , FCSA CONSTRUCTION NOTES `�� 15n OAK 15n PINE w � � MISS UTILITY 1-800-257-7777 � Power: Allehen9 Boxy "1458 Power PROPOSED TREE OAK SURVEYOR'S CERTIFICATE, W Hagerstown, MD 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines _ I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS PLAT IS A PORTION OF THE LAND CONVEYED TO 1-800-654-3317 shall additionally meet all requirements of the Frederick County Sanitation Authority. GEORGE W. GLAIZE, JR. AND CAROLYN G. GLAIZE BY DEED DATED MAY 4, 1993 AS RECORDED IN DEED Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. BOOK 796 PAGE 1471 AMONG THE LAND RECORDS OF FREDERI,CK COUNTY, VIRGINIA. M U P.O. Box :2400 O Winchester', VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the U w (540) 8691-1111 Authority's inspector. MARK D. SMITH, P.E. L.S. N 4. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2-inch® VAR SHEET 124 1 diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and far side O 6 w sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to o MARK D. SMITH Project Name: Project Number: be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the bar ,A No.022837 BA ND I T KA � TS 5858 yoke between 18 and 21 inches; and 4) all components of the meter box assembly to be in 0��2 working order. It is the developer's/conctractr's to have the Magisterial District: Date of Plan: (Month, Day, Year) proper responsibility meter box installed G� s'jO�ALW assembly correctly. SHAWNEE 4/8/97 6. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicaton for services must be Owner: Address, Including Zip Code & Telephone No. made and fees paid. PROFESSIONAL SEAL & SIGNATURE 11 S. CAMERON ST GEORGE W. GLAIZE JR. & CAROLYN G. GLAIZE WINCHESTER, VA 22601 7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5058 for and make the tap. The contractor must make. application for and pay the cost of FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code &Telephone No. this work.ORDINANCES. ANY DEVIATION OR CHANGE p P.O. BOX 2614 IN THESE PLANS SHALL BE APPROVED BY SAM TRIPLETT WINCHESTER, VA 22604 8. e contractor shall tie-in a new line to an existing manhole by core drilling the manhole. THE ZONING ADMINISTRATOR PRIOR TO (540) 662-7711 CONSTRUCTION. DESIGNED BY: MDS Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 WINDY HILL LANE JOB NO. 5858 or 1013. If the assembly is mounted inside a building, a remote readout is required. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 4 4- EX. M H. h 1 v) 2(/ � \v1roil P \ 1& a. Q Z 1 \ Lo \ RIP- RAP I \ PA VEMEN7 SG H E PU I— E — --- -- all21-8 w — / 3�g�8 -3 BM-2 Cj 1.5 SM - 2 A rJMT cfj Z j P� - ,, •-... � -. ' . � OPOSEp GI,A R M -- - h P` 0 \� E D 6 21-8 H - T P: PRoPoS 2" SM-2A IN11• = ,_ 682 ll\ llj I 5' ,.��o /\ RL �' � o 'I 6) `�-- (c" 21-8 __� e PROP TD OR j .- 0 -•'• L a.:�:• :---I(TT 0 L C�NT Cx NOTE: PAVEMENT SECTIONS BASED..:...•. ':`t•.•:• �Z. 5 ':: :.: ' �I/ ON A MINIMUM CBR VALUE OF lmt CBR VALUE LESS THAN lm WILL REQUIRE A 3::= \3sa' PR : '•''::. 9 �' : ;4L �3. �3 3 LE MOUNTED 1.00 AGRE 117 REVISED PAVEMENT SECTION. II > P -P3.5� 5 fz + �3.—VA ACCESSIBLEall IC -SIGN I z5 pPOSED ONE 12"X6" TAPPING- SLEEVE �4 # �X(} �3. N� �3. — \ PR D FABRIGAT� SHOP \ If TO BE INSTALLED BY F.G.S.A. �3• ��5 Roo OFFICE AN=693.50 - PROP �'V L / i i686 600 5 5 FT. \ ro TA L_ �iQ. FT \ 1 I LUM U )ATER MN - Q (o" 21 - • Y N/C \ P \ i 2 5M- W RAMP FAB ION SHOP \ I U WM \ AMF c SQ. FT. 25— BRl- L(� $ y1 \ 1 OFF I r- V W \ i 51� SG. FT. / 688 W N Z 2 2 2 al 2.� \ - -hL 1153 = — W Ll I 3 W cow . PROP. 1 �� , _ - -- _-- -j cn w 25 .�. - - !D�c�ut�.tE SER WATE °�i rr_ - �— — — —1 :3 I Q I— EX. PAVED I / GUIze o7EN1N6 QL ENTRANCE (P 7 -)Z) \ \ 1Yi U I W �ENGH MAFzK z�,5' SaUTHwES-f P-( tz SPI KE IN PovVEF2- POLE P E. S`(STEM *N3Q3ve ELEV. = 6`,) Z. 67) r::x Z--t'l (2 G (' I� I t-1 V. _ 6,8 7. 3 INV. = �BB.o PP I w O w w A rPPaX . Lo ` GATtoN E D (\A A( N r-:;ECfRGE- UJ Jib. 4 CAROL-T-N G. GLAI ZONED: 1'Ill USE V,4C,4NT \ I I I — — 3" PINE / m r / PROPOSED ONE STORY 1 \ \ I OFFICE AND 1"fANUFACTURING BUILDING FUTURE BUILDINCz \ w w I F.F.=693.50 1 r � / � I / P.I.N.64lCA))-1591 CIOi2CzE W. JR. B CAROLYN Cs. C3LAIZE ZONED: I"Il USE: vacANT Z_ G� W 0 Ln Z N -It N N D N Co W J I II' o I N > Q = Ln (� a� I Z c o � LWJ Q IWJ C) X CL �< rn w = (1) o a) 0 C o w cn L, Q O Q 0 W ~ Q J ^ Q Q'o > L>�� O O n- ^��a- Lna- Q �a-o �QJLL. Q O O O 0 > J Q < F— cf) > c� Z a-O :2Z d � Q O Q LL- Q cr a- U Q � wC/-)�Q z F- � w Z U� InQLLJ oN * 0 F- (090 \ E- > E O \ �E \E-, 1 � W E-+ W 5AN. MN I I RIM=692.11 I i INY=680.71 DATE: 4/8/97 SCALE: 1 " = 20' DESIGNED BY: MDS JOB NO. 5858 SHEET 2 OF 4 STONE CONSTRUCTION ENTRANCE ro' "era u,s f Irw ►A V G..tN t I \• � 1, r� I A FLLTCR CLOTH-,,Ir M,N, A t'WJFIn1r�l tNM {L11• T 1tYMl1 SIDE ELEVATION CAI37IN4 GNOuND 70' MIN. —� VASHRACK t01 MlK 1G' fw. l2' Mltl� LXISllrai, PAVEMENT vuUT eI I .-.-� I'0)If lv. W+Alra^" W NW COUNiC AQ(,kGQA7C t0 z. ulN►"T TRAPPING DCVICC uu>T [1fCNO FULL. w,0104 OF ir+GRLsS M40 EGMELS PLAN VIEW OPL' NATION 11' WN. SECTION A -A RttNFORCCD CONCRCTL +�'^•'• .r.... SECTION 8-6 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. 5E'P THE S'PAI Lb' 2. EXCAVATL A 4'X 4" 9'"NCH UPSLOPE AILONC THE UNE 0! STAKES Jill FLOW IIlihw+ . � Illi ry+ 3. STAPLE FILTER bLATERIAL 4. 13ACKFIL.L AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW I SHEET FLOW IN�i'TALLA'TION (PERSPECTIVE VIEW) FLOW /t t A POINTS A SHOULD HE HIGHER THAN POINT B. DHAINAGEWAY INSTALLATION (F'IdONT ELEVA'60N) 1�5;TdIzM WA TE P-- Fz rl D D E TA (I NoT15�: oWrQE.Pz-WIL-L NEEPTC1 MA(NTAIh,I THF- STcq-- V'/ATEP- PoNP AND To 6--LZAR Ff-CM ITS IN( -ET. 5 r SPIL q WA`( �V- low o Fi-:- - 1640 `(FL . R E S E I oYR . EL-ev = (Oez .v 4 Paz � N G b I ("8( I / moo' SrtGNAP � I P-1 P- P-A p CG-12 PermrssiDle Taper curb height down to 0 at this point or s 900 Construction Joint - Pay Lne w I — J — contrtue Ol fuNhWJo4nill h, .here aDDGc able, Pay Line CG-12 Poy Lr•e CG t2 t16 Ir 200 mm Sors 0 0 Vor. width o 300 min c-c rrwwnumo0 �p0 min M'r' Vor width side.A. concrete covr 40 minS;tlewolk or o 0Vo or Sdewow Spxe Srtlew0lk S oo Permissible Construction llpact Pa line CGww0ue16 . 200 mm C Bors 0 300 mm c-c TYPICA; kTERNATE RADIAL PLAN kf rhum concrete RADIAL PLAN cover 40 mm FOR USE A- APPLICABLE STREET + For ConvnerciolEntronce CONNECTIONS AND COAAMERCIA4 (Hee•y TrucC Traffic Anticpa ec see Stoneorc CG-13 sheet 2C 3 1C A -I ENTRANCES Per rr.s s ble — 9011 mr+ ,'�Consvuction Joint 4- Vor width Sidewolk or Sitlewotk n o > + Space I N oo ®N o o L' T� Slope T2 Mownum 1 '�x ISOMETRIC VIEW A TANGENT PLAN Notes Curb romp, floc• to be class 20 Concrete 130 Mrc if yecost) with sai;- resistant Integrar deteclobte worning surface co.r.,ng }r,e entire wilt' c' the romp floor Crarrtt flow rfty be precast or cost r place' The detoctat•e 175 mm where St d CG-3 Cr.-7 is used wonufg shoe+ be p•o-ded Dy on esposed ogg•egott fins* Romp. sha' -c- 2220 mm ,s the mnimu, ►•reed a mo.inrrr slope of 121 Ssde.on Mtc — �' uirement to flared tides of curb rompto be poured monoliths wsr,h romp cr 0y floor ® fw,th or .:•^opt b ffr strip) q 150 reachieve o 12 1 slope using permissible construction }oint wrtb rep.e•ta lows Si ci CG-2 212. If romp floor a precast, holes must be provided for dowe bars so ttis-' ce CG-6 12 1 Mo. adjoining floret sdes con be cost in place ofte• plocememt of precar• '=-4 t00 floor Precast concrete shot! be doss 30 Requ,red bars are to be 616 ■ 200 mm placed 300 1—center to crte along both sides of the romp floor, mid-oept- or raf% floor IMw►m,e, r m-n WHEN THE ENTRANCE RADUCANN-' concrete cover ♦C mm Z-0DATE THE TURNING REOLWEMENTc SECTION A A -1j%A M16 + 2 �: min Bors a or A*THC1pATED HEAVY TRUCK TRAFFIC Curb romps wsf be measured and pad for of the canr0ct unit prices ty Mydrouftc cement concrete s.dewalk and E.posed aggregate voe.3o completer-;.,xe "rr'' c c Pr^xssible Curb/curb and putter slope trorrsiUons odfocert to cwc romps oft 11"Cl-ltd Connstruct.on Joint in payment for cvbycwb and putter This item may be When used it corpmc Go^ with Stardord CG-3 or CC " the curb face r precast or cast ,rr place this Standwc ,s tc be adjusted tc match the mourat a curb conf-q-r ,•.- Curb Romps are to be located as shown or the pfms a as d,rectec the Engineer They de tc be prodrx. prodded at inlersechons wherer on occess•e SECTION B•8 rtwl![�withir. tr.e right-Of-woy of Nghwoy focetty cresses a curb reparSets of whether ssdewo► is e.rsbnq. proposed or no•+eriste-t They may be c"set o Limits of e.pesec Og, e e s,ae.ob 'rom pedestf.a- crosswolls as shorn Ier' IPW%s Of as directed by tf-.,e E-rprnter. -t bu' should not be located behind vehicle stoc lines E.st,ng fight poet lee Treatment where w-v, of s3ew0n or sidew::. hydrants, tres; wsets. etc wo Aso affect pio:ernert space is less tha• 2: t: m- �► Accessible rou+.e n defined as o continuous un0bstr wc!ed. stone, fret Mr,c .LT, Fes'slant pot• connecting ofl Occesfibe eleme,Ss a' C focil'rty Vw ew be oppr 0ocfsed. rtered and used by persons ■4r. r'not^•y rmpovments SPE REERFEI`Efv:: CURB RAMP 502 (PERSONS WITH MOBILITY IMPAIRMENTS) VIP IINt DEcA`'M='. 0; T:r. :_rF'ATJ'JI. N - '`1 .._ !v- . _ 203.o5 7'(PIGA L �GTIoN �/ao.T GiTD. GG- IZ GUI -6 CAMP (ICE I&A 16e m �t Z Q .p N N J # I +1 N � N � F.F. I � � 1 = 4 �Z �Z LU X ~it � � 4- ^V t Ii i z z N L I ve— �\ PIZo1'. GLA55I Q PAP E� "`o r?IP-F-AP i Ip-1 P- P-A P �( \ -- I 0+727 It, z+� 3tE� P�oFIL-� SA N. SEW - EX-TE N :i 10(4 SGA I.- : I " = So` H �F-Z LU X W FIELD VERIFIED PFZoP.3.6% SM-ZA S"PAVEMENT S" BASE SToN E TYPICAL PAVEMENT WIDENING AND PAVE M ENT D ETA 1I.-- C IJ IT T'o SGA L E cast iron cicanou+caP wl+h bras Plug having a Gain+ersunk 1,quare dead F'av►ella K&5de( PA-45V-G51C-(9"� f i n IslrT� rza�� l'cine lla Mu�el PA 6 S V -CS K - (b " ) �- -Square Govlcrc{e Skld Pad ZO "x Zo".r I Z"CICC� I I a9c� rega+c b� `dcP+ti 3") cleanof.l+ LPG sa n l +Q ry sewer main wyc' `fi5' bend p o0 7 fore be, lc Ina NOTE: Where Icngfh oFSCrvlce lateral c�cceeds 75 Q GlCamouf clssembly ,kA I( be furnigked of tote proper+y kvle. SEVVE l2 GLEANbUT i7ETA (L - -- P12oPoSED FIN17HED GF-A DE 6�4 EX . GFz-A DE 6DZ Z� �\ J � V p p 'Q fll W fl. Q >, q �I N N N 11L d- t + t + � o I o0 4-t P IZo F I L E -T H F-e .16 H E N71ZA N G- E- SGALE'. I" = Zo' H0IzZ . (" = Z' VEV-T. 6C9Z QO Ili 6�0 ~ ll1 \ - I -- EX. GP-AC?E PpvP Gv-ADE I 36" full tJ . Ge PF'oP b" WATER- Li H E II d 'C't PIZoFILE Cl W JP RoPoS E D °< Lo WATE Iz- L.1 N I- ' GA LE I" = Zo' (HoRz VEF-T� Q Uj 7A LN -.-I - `,r HAN4 ApED PAix4<1NG /lGE 5`(M- STANPIA PLP ALUM._�— HAtiIbIGAPPE(7 PAPzKING �7IGN -Ta P-EApf "RESERVED PARKING WITH lPENTIFICATI©N 5YME3oL &oL-T To STL TUBE WITH 3/8" GA[?iUt,A PLATED NUTS , F3oL75, VAW ANP WASHERS 2"/Z,IBS STL.Tt,1FSl= EXTEND IN-Tca GONG. FILLED PI1'-G?". PPtv�IDE WELPED WATEi'iTlc f.., " SAP. PA1NT I, i I PA1NT F- IF E5IA-sE `iELLov�/ Li PA VE►AENT I' a" ST(7 STL . PIPE FIL_LEU WITH I"q-" LONG bAR-5 EA WA-,( Tt-1 PiU P l PE I ' - !o "GONG . bfilli HAN1716:APPED PAIZILING �iIGN AND MA1211-ING DETA I L r \ FLA^CP •IDC I ►o "o4CIMUM n.otr'e IF "x " IS L6fS T-4 A#4 4-0 IN. THIN THS GLoPc Oil THE FLAO&C0 54P5 '504A L.1► N oT E X G,C e D I: 12. . C U IZ 13 IZA tut P DE -TA I L T. �I5UU1LLDI�N' &`LIGHT 17ETAIL- o A L. LIGHTING NOTES 1. t�(..IIL_t�ING LIGHTING Z5' P IGH ( I oo oR- 15o WATT) . Z. VI5oF25 U1iEID IF NEEDED To MAIN TA IN LIGHT oN SITE aN L-Y. 3. We5>FAF1-KING L-aT LIGHTI NG PF�-oPoSED. Z 1.1 o Ln L-Li 00 Z N �• C3 cJ N Z C ' C CD In (D L—I • � ED of N � N I Z aO+ C O O 14- L• 1 y s aIf) L-LJ x L:) C N Q r` to W fv O N T C > C C 3 W (n t00 W ~ Q J ^ Q N C] J � > Q'o Lr i CY Of o p a- ll) Q �< Q o o tl Ef 0- � -1 �1> - � cn >oo� Q Q O Q Cr- Q ��aa z_ [if w z (n Q C� i- o N *��o * � 0 � > o w L 3 U V' W o N 1Z11A �� f� ME 00 00 CD (v Z 0 0 �w L OQ Z Oq O N W U� �L I ' W DATE: 4/8/97 SCALE: AS SHOWN DESIGNED BY: MDS JOB NO. 5858 SHEET 3 OF 4 11 M Lo N X 3' H IGH E�lE� GREEN HEDG E I l-,andsc4Fing "l kedvle -fdr �jGrexehlno 0 '`;53 Tl-fQI) Lcylc�v�d CY�ress (for SGree0 ( vl� oCou I JC�tD1" f ra ( (c r- Sforct 9(!-- ) W D e 0Y Bandit Karts Erosion and Sediment Control Narrative Proiect Description The purpose of this project is for the construction of a 5,000 s.f. building and parking area with a stormwater management pond The property is located in the Westview Business Center along Victory Lane east of the airport. Erosion Control Prwam ❑ Install silt fence ❑ Install construction entrance ❑ Clear and grade site Maintance Program I The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall Damped and or deficient area! will be repaired or improved immediately N 2 Furthermore, the contractor will make a daily review \ of areas of construction activity to insure erosion \ \ control effectiveness Additional measures will be installed immediatelN where deficiencies are found 3 Permanent erosion control measures include the I1 establishment of grass on exposed surfaces disturbed in \ the construction process I 1 Erosion and Sediment Control Notes _ I I All vegetative, structural erosion, and sediment / •� '� _ — \ control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia VR 625-02-00 Erosion and Sediment Control Regulations 682 I 2 The contractor will install a construction entrance and 1 silt fence prior to or as a first step in clearing \ \ \ \ 3 Within seNen days of reaching final grade, the \1� contractor will install permanent seeding to disturbed \ areas cv 4 The contractor is responsible for installation of am i \ I'IZOP. L-E-iLA N D 6Y,�t2E5-9 \ i i additional erosional control measures necessary to FOP- 5;6P-EE N I N G F R Oc IT R TF2AI t_E FZ ST �1✓ I I / prevent erosion and sedimentation as determined by the TP� <5�p- SEE LANf75;GNG APISGH Dc_.1i.�= plan approving authority b \ \ Tf FOR �.elz SGREE`�1NG� \ iOro 5 A copy of the approved erosion and sediment control STo{ZAGE (TIC E S (N (MUM z _ Z '%z " I / ( plan will be maintained on the site at all times \ \ Ap-.F-A GALIFEF- AT -Ti ME-oF PL.AT(NG \� \ 6 The contractor is responsible for drainage of all 2�7' SRL I disturbed areas to sediment control measures at all times 7 The contractor will inspect all erosion control measures periodically and after each runoff producing \ — — — rainfall event Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices will be made immediateh PIMP. 'J' HIGH LID EVE12•C42-6eN HeDGE L \ wd ear l� i �N I f e (aw e r I ►� C�o�w��l F) rl ac} I< �-M (7- (e Min�wtun� (�:a(1'r o� Tres IS Z.{- + W e o f F LI vt f I vl G} . CV \ I � I I I l-�n�s��(n� C�Icc.�laflons I.- Area = 1. o Acres C -1-3, 560 �F+- L�nci Pcc� Arecs Ic t i rec = Z zl-' P4 r {4 vt,3 P4 A rem = I o , 3 Z. 7 GresveI Area bu1ld�n'� = S,Gvo . Ff 43 , 560 - 1-7, 5-7-7 = Z5 -73 zs,'D73 = Area Pc+rkir�c, Peri w�e+.fr- = I I gee- Per 40 ' Perri me+-c r = �t oo' - 40 = I o -Tree s �U i red. PCs r 14 r\9 I rt i-e r (o r = ( Tree Per- 10 ' `F = Z Tre e s "'"1 u i re A To -Fa l Trees Pro �r d ed = I -Z Tree-, ri 17 `7 t-1 Foo,: C� I -To F.-E USED Fe7)9 LAHDS6APING AND F�ps10N �WP ISEDIMENI �.otilTRc'L ' NAY z w No Ln i s CD 00 Z N � N � 00 C14 z � �- N �0) W o J � � rn O N > Q T- L� (D Z c N o -t w s� W -C v X c� Ln F� m Cf) U) = a� o k*V o w cn L� w ~ Q J ^ Q o > Q�0 �00 �. O-r' � �a_ Q �0-0 D Q J LL- Q O 0 O LA- �O>� oLLi>Q cn > 0 z w0 a QOQ� Q w � 0 Q� LLJlviw z z �Q�� 0 0 I) W W Q 0 o l O U E-� lx Q� o w H U1 DATE: 4/8/97 SCALE: 1 " = 20' DESIGNED BY: MDS JOB NO. 5858 SHEET 4 OF 4