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009-97 New Image Graphics - Shawnee District - Backfile
GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - - - - _ _ 33 _ - - - - SCALE 1 "__? O� � _ ---- N o U0 ao 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 Z to N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion � a) o N Co during and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 _ EX E/P Z a o u c - co o c cD'n J 2. Measures to control erosion and siltation, including detention ponds serving as silt basins construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT - - _ _ _ _ 5o ti t-7 n, 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 �� E ' �/ of = > 't p g the responsibilities contained in the Virginia Siltation and Erosion relieves the developer or his agent of p g PROPOSED EDGE OF PAVEMENT _ L _ L Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER = _ _ _ _ _EX C&G - - - - - _ o Ahl3orz -0 °' 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. Y g PROP C&G m DF2. -' D ATE R . J C o It a`n (VDOT), and Frci lr_ 6k Gounfy Pr�o� fo Gon ruGfl�h Ih exi5+I' �qte IZIg f -of- VvGly. PROPOSED CURB AND GUTTER �' t� 1NbEPENDANGE °--o-a X issuance by VDOT when such is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R - z Ln Q e- � t- w 4. Approval of this plan does not guarantee of an entrance permit permit shall be in accordance with the current edition of VDOT's work area protection manual. p TRANSITION FROM CG-6 TO CG-6R - - - - - - -� - - - - - - - `" required under State law. Furthermore, all traffic control fla ers must be certified in accordance with VDOT's 99 D rn V�GTo(z-'( LN. c- N F-7E. _7ZS �, L. 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection wilt be held Januar 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C. Y. ( ) 9 P EXISTING TELEPHONE LINE T �- n -y- m -� WINGH65TEFz- %IT�AN $ a o a) >, with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE r r -� AtrLt�l�T 0 = � (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 d -� $ C :3 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 PROP. 15" RCP C3tJFFL�GK Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. -' 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 a 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 SEWER L Q J ^> J¢�o Control Devices MUTCD ( ) arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE o ' contractor, various County agencies, utility companies and VDOT prior to initiation of work. LI: > o o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE T P D O V E fz SHEET S H E E T l o F S a - n� w Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for �� o any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE s P L. A N S H E E -f Z o P Q Q o 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. PIP-oFI LE 5 AND PE -TA( L5 5 H eF E -(5 3 AND of S o o u_ p > w than 10 will require revised pavement section prepared b Greenava Engineering and approved b the owner. q P P P Y Y 9 g PP Y PROPOSED GAS LINE G c LAN DSGA P ING A N p Q o w > 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 - - - - ErzoSloN £SEDIMENT GoNTI�L SHEET 5 of S, Q Q o on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance to > 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 affected by this project shall be maintained FLOW LINE -� -- . -- -- -- PROJECT INFORMATION _J z o z � Il 0 a o a w be minimum 6" diameter and conform to VDOT standard SB-1. properties through construction. FENCELINE - X X X X x * X X X Q Q J Qr a_ tL 0 PARCEL IDENTIFICATION N0. 64-((A))-1591 1 �'d� 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than during EXISTING POWER POLE -a O> z cn Q UJ one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site STREET ADDRESS: z oN Q v and at the end of construction. EXISTING TELEPHONE POLE a 0- w o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to T TOTAL AREA: 2.00 AC # enterin public streets, and it is the contractors responsibility to clean streets, ally dust, and to take 9 P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE w �T r PROJECT AREA: 2.00 AC .„�.. 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 T' w DISTURBED AREA: 1.3 AG. "''` A�'SITE PLAT condition at all times. CURRENT ZONING: M1 .. � 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 e8a CURRENT USE: VACANT Fs APPROVED14. PROPOSED ZONING: M1'" 7 2��7 L 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 USE: v 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 9 w OFFICE AND MANUFACTURING BLDG 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 o 13uILDIN6 SETBACKS: FRONT: 75' PAP -KING SET(3AGIzS . FROM f�AC�R(W z� s standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w w SIDE: 25' FPvM PFzoPER7'( '� S Z REAR: 25' LINE 0- � 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER '� w V) contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN ENVIRONMENTAL FEATURES ' > 4-- prior to construction. The contractor shall inform the engineer of any conflicts arising from his 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) ` �� % EXISTING PROPOSED PERCENT W ° S of an dedicated street right-of-way. At the direction of VDOT Inspector density tests y g y P Y DENOTES LOCATION Of STD VDOT _ - FEATURE ACREAGE DISTURBED ACREAGE DISTURBED p 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND lOR JURISDICTIONAL 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 RRAMP CONSTRUCTION FLOODPLAINS 0 0 0 final VDOT approval. PARKING INDICATOR Al2 LAKES & PONDS 0 0 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES WETLANDS >1AC p 0 0 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site VI 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SINKHOLES 0 0 0 development permits. and further where determined necessaryb VDOT Inspector. Y P TEST PIT LOCATION NATURAL S.W. 0 0 0 Q 19. The developer will be responsible for the relocation of any utilities which is required as a result of his DETENTION AREAS 17- 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 STEEP SLOPES 0 0 0 W 1- shall meet VDOT minimum design standards and is the developer's responsibility. r 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected >15% 0 N in accordance with state liaw. In the event gravesites are discovered during construction, tine owner and V16. If required by the Iccal VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 WOODLANDS 0 0 0 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. P P Y F.A.R. CALCULNTIONS PARKING CALCULATIONS 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 � REQUIRED :.0 REQUIRED: OFFICE - 1 SPACE PER 250 SQ.FT. EXISTING STREET LIGHT MANUFACTURING 3 SPACES PER 4 EMPLOYEES 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 PROPOSED BLDG. = 12,200 SQ. FT. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN FUTURE BLDG. = 10,000 SQ. FT. PROPOSED OFFICE AREA 2,500 SQ. FT. = 10 SPACES professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED MANUFACTURING AREA = 9,700 SQ. FT. geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT - TOTAL = 22,200 SQ. FT. FUTURE MANUFACTURING AREA = 10,000 SQ. FT. 22,200/87,120 = 0.25 (F.A.R.) PROP. MANUFACTURING = 8 EMPLOYEES = 6 SPACES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENIIFIER 12 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement TOTAL REQUIRED SPACES = 16 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 BUILDING HEIGHT SPACES PROVIDED = 20 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. MAXIMUM = 60' PROPOSED BLDG. = 21' HANDICAP PARKING EASEMENT LINE - - - - - - - - - - - - - - - 1-25 = 1 SPACE REQUIRED Water/Sewer: Frederick County Sanitation Authority CENTERLINE NoTE�i HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 ' P.O. Box 1877 I. Nn oI.ITd STvt�rgGE �f'oPc�E�. Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 Z. FF;oPo5ED SIGN To 5F_ PL.AGED LOADING SPACES Ems-+ C_� (540) 868-1061 + GN EE�>L1ILDING . S' X -3 0, 1 PER 40,000 SQ. FT. OR FLOOR AREA 4 �71 PROPOSED SPOT ELEVATION 125 3. PF2o(•'oSED e;UTG>ocF- LI&H-TIN G TOTAL FLOOR PROPOSED & FUTURE 22,200 SQ. FT. 0 W > Phone: Bell -Atlantic TIZ-A F� F I G G E N E FZA-Tl 0 N C7A 7A _ EXISTING TREE DRIP LINE - ti• �s-^�-�^-^-'-'-"^^-�� �`' � SPACES REQUIRED = 1 oN �bING ' U P.O. Box 17398 E5 . HGTAGZ > SPACES PROVIDED = 2 W V) � Baltimore, MD 21297 (301) 954-6282 I T E -9 +h D . EXISTING TREE �� 15" OAK ��5s 15" PINE 0 C- W MISS UTILITY 1-800-257-7777 Power: Allegheny Power LAND (JSE I+62 MAN u FAG TU 121N G OAK i� Q SURVEYOR'S CERTIFICATR SURVEYOR'S P.O. IBox 1458 3. � 7hI P E N C7S P E F2- l o0o SQ � FT. PROPOSED TREE �- � M w U , I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS PLAT IS A PORTION OF THE LAND CONVEYED TO Hagerstown, MD 21741 1-800-654-3317 _ V. P. D. IZ , Z�/I, � x 3. s = �"(o V P D o l� GEORGE W. GLAIZE, JR., AND CAROLYN G. GLAIZE BY DEED DATED MAY 4, 1993 AS RECORDED IN DEED Gas: Shenandoah Gas Co. BOOK 796 AT PAGE 1471 AMONG THE LAND RECORDS OF FREDERICK COUNTY, �VIRGINI I C 3 Q4 P.O. Box 2400 T- p , i/� Winchester, VA 22604 Al_�' (540) 869-1111 MARK D. SMITH P.E. L.S. W (� SURVEY AND TOPOGRAPHIC INFORMATION a COVER SHEET T Fc. s . . A. G D N VTR U G-f I oN NaTE 1. Horiizontal and vertical control surveys were performed by K4AP-4H LEGGE I�;? !�>-7 O -' I. THE GoNTCAGTflfz SHALL GoofzDINATE WITH AND AF�ANGE FOP-INSPEGToN BY THE (Year) U MARK D. SMITH Project Name: Project Number: � i? 2. All elevations are reference to ( ) N0.022837 NEW IMAGE GRAPHICS A U THc�R(-r Y. choose one The National Geodetic Vertical Datum 1929 29). O 5747 Z• THE '7AN17A7Iot4 AU_THoFRlT'( MAINTENANCE DEPARTMENT Ili RESPoN51BLE Folz -THE a. of (NGVD b. The National Geodetic Vertical Datum of 1988 (NDVD). „�S�(,�� 9 Magisterial District: Date of Plan: (Month, Day, Year) INSTAL-LA-fFc�ll of WATER M676F-5. E3C-FORE A PEIzMANENT METEF- IS 5ET, THEY R_EGzUIFzE c. Other(specify) �'S 10 � ��,� �°�� 4 1)THE FR4ME AND 6e VEF- To 5E rKoFIE12L`( ALIGNED WITH 175 METEP- goX AND YOKE L ��%®���i% cry 6AR 7-THE FRAME AND GoVERRTo PEE 5ET To THE FINAL G(2APE of -THE L.oTj 3� P15TANGE THE -Tc�P -THE 3. Source of topographic mapping is ►vtAF�H LEGGE SHAWNEE 03 OS 97 / / THE PETWEEN of THE GoVER AND YOKE BAF2 BE BETWEEN IS AN7 ZI IrlGHE5 AND 4) ALL GoNIPoNENT5 aF THE METEF- 6oX dated FEE. I°»7 A55CMF3L`( To 5E IN F'IZoPEF-- vloF-Kit 4G oR.DEP-. FT IS THE bEVELoPEFZ MAR�FI LEGGE Owner: Address, Including Zip Code & Telephone No. CONTRACTOR'S FZESPQNSl81LlT'' To HAVE 7HE METER I3oX A55EMBL-( INSTALL-ED 4. Boundary survey was performed by PROFESSIONAL SEAL & SIGNATURE 11 S. CAMERON ST. 22601 6;0IZ9EGTL`(• dated I'7��-7 GEORGE W. GLAIZE JR. & CAROLYN G. GLAIZE WINCHESTER, VA. DATE: 03/05/97 3. -THE SANITATION AUTH�RtTY SHALL INSTALL ALL WATER AND 5EWEFZ �iERV16E5 IHAT THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5058 Ge;,NL1EGT To EXISTING LINES. THE LOCATION of -THE TAP ANP THE TEF?-MiWAToN r�o(Wr 5. The application of the professional's seal and signature as required by the FREDERICK COUNTY STANDARDS AND Developer: Address, Zip Code & Telephone No. p p p of THE LATEFZAL APLE To BE CaoRDINA-TED WITH THE AUTHoFzIT`t"5 ASSISTANT ENGINEER . STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS ORDINANCES. ANY DEVIATION OR CHANGE ,Includin g 360-2 MCGHEE RD. SCALE: NONE AN APPLICATION FOR SEFzVIGES MUST BE MADE AND FEES PAID AND CERTIFIED LANDSCAPE ARCHITECTS RULES AND REGULATIONS shall be IN THESE PLANS SHALL BE APPROVED BY CONSTRUCTION MANAGEMENT, INC. WINCHESTER, VA. 22603 DESIGNED BY: MDS �4. THE SAwTA71®N AU-rHoRIT`( 15HALL-TAP ALL EXISTING WA7EI2 LINES. THEY WtLL evidence that the boundary data is correct to the best of the land surveyor's THE ZONING ADMINISTRATOR PRIOR TO (540) 665-0693 FU1241,5,H -THE MATEFz4AL05 r P- AND MAKE -THE TAP. THE CoNTRAGTotz MUST MAKE knowledge, and complies with the minimum standards and procedures of the CONSTRUCTION. JOB NO. 5747 APPLICATION Fofz AND PAY THE GvsT OF -rHlS WnlzK . said Board; the topographic information is accurate to within one-half of the Engineer Certifying Plan: Address, Including Zip Code & Telephone No. contour interval, as shown. Application of the seal and signature indicates 151 WINDY HILL LANE acceptance of responsibility for the work shown hereon. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 0F 1_; �` t N � T �- A L-L Plzof'oSEP 1,lT(L-( T'IES -Cc� E3 E ESL A GE a AN,( UTIL-rr-'NF-Ees WHICH WI-IIGN Wo(�ILD �E GI�S�ING I--TE. 7Z8 To 5 E INSTALLED B Y PSI S H, JAG K OR- P�P-E METHoD WITH 3(c1' MIN. G0,VEFz- . i'A VEMENT �HEPLIl-E 8 " - Z.1 - C3 6 2-1 - B z" - sM- zA & 11 - z( - B Z(- t3 Pp-rMF s �LIBC. E SEA L- NoT� PAVEMENT SGHEDUI.E SHowN INNER E5A-7ED 6-->N A MINIMUti,f GPI (2- VA L U C- or- 10, f2 \/A L.0 E I-ai5 THAN to WILL tZEG:2uirzE A IZEV(-5eP PAVEMEN-T f,6-HeC>UL e . I EX. PAVED ENTFAN IZ" >< 6" TAPPING �iLEEVE ANP VA LVC To RE INSIALLED BY F.C.S.A. W _o Z N Q� ,i o w �-3 �F4 EX . IN ' &OD. & - BENCHMARK RR SPIKE IN POWER POLE ELEV.=692.69 I'tz0P 5,TAI31 L.-I Z-C- P SHou1�DEl2- I t`IoTE '. I GI�-H DE btTGH T� PLAIN ARBOR DRIVE ROUTE 1000 I 10 P.I.N. 64 - ((A)) -159F I GEORGE W. JR. & CAROLYN G. GLAIZE �l� l � \ L \ � ZONED: M1 USE: VACANT \\ \\ 61u \ � � o °' 1 1 I I F I I DRAINAGE AND \I C U71LlTi ESM'T. cli \1- - I � II � o0 I II \o I 4� 16" E 37 2.11 \ I — P.I.N. 64 - ((A)) -15 9I GEORGE W. JR. & CAROLYN G. GLAIZE ZONED: M 1 USE: VA CANT n — 25 BR CD Ln I �I Q h 25' I 122' �1 + ( 3 0 100 � / I t 1 \ \ I I I \ \ Q YI POLE MOUNDED 3" I Il I I al VAN ACCESSIBLE F a / I H /C S16N 1f / D PROPOSED ONE STORY 1 I \ I 1 /C I / Q OFFICE AND MANUFACTURING BUILDING 1 o L/-688_ F.F.=693.50 \ I 25 1. !6 m + �3,I'D`F C) GROSS FLOOR AREA to �3 F URE BUILDING 1,0c) \ I - w = 12200 SQ.FT.. b I u v 0' 11 ' 1 V 2114' o cV 1 /- I \ I X.SAN. M\N � ~ y �I H/C RAM F� I I N C- I 1 TAP= (o-iZ . I\ N t 11 1 I \ (�71 80. 7 (\ A oNN \oa 1\ %\LppI\LM0 rIT• ] - �io\ m I u Go-! G I,EA �- ,G �AdlLI�HT(NG A6, w WA f 690I 1o Z J 'IsBKal - -1 �"t, \AT6P-A �2M A Iva II I I I \ I �` �)Z.3 8 y Z 1 �3. + �3.`± + / 1� \ I THIS PORTION of Zo' 5,Ar�I. 31 �I. - 9 + /I I\ cat HI hlz -TG. + '�+ _ I,1vINT�rPE z ' + POINT \ I �iEWEf2 (F(�M t�f H. IoA i. P� �rS o�3 AcNDF° UG Zr�"f2 Qa 692 To EX. M.H. To6E At3ANDoNED I.5 �, o _ w T 2 Z \ a ':. w ," COPP 2.0 0 CRIES I / 1/ RVICF Q �_ X STD. : � . � •:. '.'. '.: : .' . •:..'. . '. '..:: � R- .. ., -S � / I I VC�Y>T .� - - . . . . m PP4f�'. Zo' WATERl-WE E�iM'T 690 0 J \ / / \ I P.I.N. 64-((A))-159F } .::... cG (2 1 n ... (u, PROP. 8„x� ,TEE , / / I GEORGE W. JR. & CAROLYN G. GLAIZE H.G �M �� 2 � r��. C`. W / �/AL-VE y 8�. ZONED: M1 / 1 I USE: VA CANT PR OSE GRAVEL / 3.7e I' <L j Pi�l'. t'RoP. \ i AN. SEWER LATERAL G o I I \ T.G. EX. NV = / D.I. 3-p> q) I )v INV. =68(0. BRL _ -PROP. DUMPSTER ENCLOSURE / \ (SEE PIETAIL-'k(EET 3 of �-) \ I \ \ I EX. IP"�p -- --- n G.o. 87- 4- / G.o. / \ \ V\ M� ._ ��� .... � - - - - \ ,o. - - =•�- c- = ... z.,G:o. - -_ - -S S G.o. \ PtzoP MANHaL-E # (flA S 1j lIiI pI••_ 1"v. / - - \3PINE PROP. 5EW/GE TGH OUT 7APT-E5F INSTAI ICED h cI . �J% \ \II �� ` \ F.G. 5. A. m x m r D D ------------- ------ - \---------- ----- I----------------------0 7,�GF 2 -- � --- POSEDDRAINAGE I _ I EASEMENT \\ y I \ \ El \ LOT �1 SITE \ \`� I \ \ I\\ I \� / 0 11 �-8D 682- 3" S4RUCE 690 BY \I�HERS \ II '�iO/ I co 1 6.9,9 \ I`Io VI G <�j < n L---------------` - -----\ \ -- I \\ I o(o \ \ II '� ---------------------�--------------- --J \ I /� LOT 1 \ \ \� � \ \6,96 I \ It 69¢ \ P.I.N. �4 -((A)), 159J \ \ \ \ \ STof-M wA f eFzL \ GEORGP W. JR. & CAROLYN G. GLAI\,v4 \ ZOAD: M1 \ I li \ \ NAG E < USE: V�CANT II I \ SAN.\ MH. T 1' 1 \ \ \ \ `n \ \ \ \ \ OP (687.36) a8cQ \ 3"' SPRUCE S1 \ \ \ \ \ I \� \ 08 \ RCP aE0 III SI N \ ��'•� I I \30 a \ . n N � 3p5 R=5000' �11 L=78.54' ���-�1 r\ \ Brick Wall I / / I N" o WV FH �698 _ 5 WV \ \ w w I / / DROP INLET R=570.00 �20' ater Line Esrnt \ \ <<<J I , 8" 50- w w c' w / TOP (686.31) L=60.82' I w �N738*28'33" �fJ w 130.00' " �— INV. (680.63) w w WV \ -------------- -��--- =- - / INV. (680.46) `<<� - - ¢` \\/ ---- - 1- 14.41= r N3 8155 6„W t5" RCP `— w ���� ' �� _w Wv \\ INDEPENDENCE DRIVE J/, ------ _ \ \ (VARIABLE R/W)�680 QL 3 1 Grass Median Yi ( (i I ( \\ �� -f 67 I 8 \ - / INV. (67&.84- -D ROP INLET \ - -676t TOP (684:14) TOP - -� _ JN-C.-(fi7.3:1� 678 \ \ ROP INLET ` / / /� / / L (✓ L ((✓ ((✓ (✓ INV. (673.19)TOP \ \ \ \ \ \ NV. (6861.15) 680_ \ \ \ 6 �/a a9 v I / - II C.� Z_ L.WJ No � l_►-J CD °O Z N 00 �c� Z c•° W co rn of I N > = -4- Q t� I Z 1 U) 0 o W c� Q X L� N O c c:> �L c: :3 o w v1 � Lli Q J ^ Q ' > a o Li ooa- ^��a- Lc) a- Q o Q LL- J O 1- O L-> Q L- O H LLJJ Z > 0 O Q 0 Q � Q 0 Ld��a � Z(nQUof Li Qj *� Q N W Q) N z 0 4 U L > W � u -4- L 3 ) 3 j + -4--- - -- V S W W �t w DATE: 03/05/97 SCALE: 1" = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET 2 0F S having a countersunka • Panella Model PA6SV-CSK o 14 V 1/ao`r������� 01M I I cleanout pipe square concrete skid pad 20"x 20"x 12" deep aggregate base ( depth 3" ) SDR 21 sanitary _ sewer main wye 450bend __r 6" stone bedding NOTE: Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. �E UVE Iz- GLEAN avT PI57A(L_ iPerl;as:V a. ' apex curb )ight down Constr.,cttan Joint to as at this Point of ccxtese dt fuRhel ht Pay' Line �900 Nin I " «her• catt•. 9 CG t2 a . 'TY tine CG-s2 Pay line CG-12 a o .c o 418 x 200 -ea Baas D 300 mm c-c 'M mum cameo'" 'o Var. 9 far width Sidewalk e o e t� Y2@0 min Min- Var. width sidewcot concrete cover 40 mm f ar >idewa& or Sidewolk Spade .... sPace .000 P ermissible Cxstruction Joint -2y L rue cG 12 ° 1800 u l % 200 min .01 Za Bias • 300 mm c-c TYPICAL ALTERNATE RADIAL Pk.AN, RADIAL RADIAL P L cnmum concrete ,aver 40 min FOR USE AT APPLICABLE 5'3EfiT � for Commerci¢LEntrance CONNECTIONS AND C04MFrtCAl (Heavy Truck Traffic Anticicctedl see Standard CG-13 sheet 20110 � A 1 ENTRANCES. 1800 90Wn.1 1800 P'ef missXwe. Construction Joint 1 � Var. width Boa ao S:Ceailt or n oo " 4 0 B S;dewalk N o q>,, NJ o 0 00�00 �Spoce I Slope 12-1 Oaoxvnum ISOMETRIC VIEW A-�-� TAANT PLAN Notes: Curb ramp Roar to be class 20 Concrete (30 MPo If precast) with sip - resistant integral oetectable warning surface covering tf)e entire width tt ;ne 175 mm where St'd. CG-3 CG-7 is ramp floor (ramp floor may be precast or cost in place.). The detactotx used- warning shall 5e provided by on exposed aggregote fiir r . Ramp shot -ot 2220 mm is the minimum exceed a ma:mrurrt slope of 12:t. Sidewalk Area requirement to flared sides of curb romp to be poured monolithicolly with romp floor 3r by 150 (with or without buffer strip) achieve a 12:1 slope using permissa'rc'e construction joint with required bars - St d.CG-2 2220 — If ramp floor s precast, holes must be provided for dowel bars so that or CG-6 127i Max. - adjoining Hared sides can be cast in place after plaeeeeunt of precast •orrp 100 floor. Precast camrete shall be class 30. Required bars ae to be 1116 x 200 mm placed 300 rnm center to -e_ter along both sides of the romp floor• mid -•depth of romp hoar. Minimum SECTION �%� 175 min WHEN THE ENTRANCE RADOCANNOT concrete cover 40 rnm. ACCO I(TATE THE TURNING REOUIREMENTS 116 x 240 mrrl Bars ti Curb romps w be measured and aid for at the contact unit rites •a OF MtT tPAfED HEAVY TRUCK TRAFFIC. P P P `+ydroulic cement concrete sidewalk and Exposed aggregate sdewcM. complete-in-;+cce. 300 m<•n c c Permissible Curb/curb and ygater slope transitions adjacent to curb ramps are incWed Scope t2 1 htaxiva�mtl Core&uction Joint in payment for ceab/curt) and P Y gutter. This item may be When used in can�aicticin with Standard CG-3 or CG-7, the curb face sn - precast or cast in place. this Standard i to be adjusted to match the mountalree curb conf'igur:ction. Curb Ramps are to be rotated as shown on the plans or as directed ay the SECTION 8-8 Engineer. They are to be provided at intersections wherever an accessmie route Owithin the right-of-way of highway facility crosses a curb regarless: of whether sideeale is existin'g, proposed or nonexistent. They may be offset Limits of exposed aggregate sidewalk from pedestrian crosswalks as shown on plans a as directed by the r-4nteer, but should not be located behind vehicle stop fines. Esisting light poles, Eve ® Treatment where width of sidexralk or sidewalk hydrants, drop aaets, etc. wlfl also affect placement. space is less than 2220 mm 0 Accessible route is defined as a continuous unobstructed, stable, firm sxl slip resistant path connecting alloccessible elements of a facility that can be approached entered and used by persons with morally impairments. SPECIFICATIONREFERENCE CURB RAMP REFERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) 502 504 VIRGINIA DEPARTMENT OF TRANSPORTATION I UNLESS OYHERWiS5 NZ5TIED, JAL DIMENSION 203.05 0 THIS SHEET ARE IN T R T` FI CAL &ECT I ON `; DOT STD. C ®12, CL�R AI - I FIEL-P VE►zIFIEr_> Srl PAVEMENT 8 BA--i E SToN E P, Pr9P. Iz' G Z _/o . I. S' SM- ZA 3r' 8M- z 8 i1 ZI- a 610 -I {b _ 9T J �•..� .ems � .. _ Y- ■ Y (+ HANDICAPPED PARKING SPACE SYMBOL. r-0 / P-Cy'r 000 STANOARO ALL110 --- Mt.ANLiICAPPEU PARKING SIr1N To AfFAD' "ESEQVED PARK.IN0" WIT" IF&VA INS V IOCNTfr ICATIQN 5YM0CkL. 1IC1LT 'VO STL �'UI9E WITI. 31A" CAOILIM Pt-ATtiO NUTG, BOLTS, 4 WA'9HFng QtoftS bA^V BC OROCREO rR'OM' C®O SIArr.Tw ♦TN AVC rV NA:S"'VI!.I..C. TN RM, QVS•as5-7717 7112I'fIQA S'PL TUBE CXTENO INTO tp CONC rIL L Eta P1PE 2'- O:' PR OVIOC WELOEO %0VATCRTIQNT CA/ PAINT P A L 0* 0110 "BLACK COrreE" 4.1^04T Plrsc BASE YELLOW I , I ----+ 1 •" A STO STL 0601f r11,LED3- r '1`{�4'ka�Y s. JI irk I NO µ 6-M•• LOFN40 BARS EA WAY TrrnU .rl.e 1 1. It , • �..� 1� r-*tt" CpNC. t9Al3E ,�-- --_ TYpIGAL PAVEMENT WIDEN LNG A NIA PAVEMENT PETAVL— HANdIGAPPEP PARKING SIGN AND MAizI-ItiIG DETAIL MAKIMUM !i-ore I F OK *1 1,9 1- •i'i TF• AA OTHe; FLRHc 54 6 PC 4iKA,L_L_NVT EXeeL1r> I:1.2 GU t2�3 {2-A KA P C7 ETA I L- T> 1 SUILOQ4,55, LIC*HT D15-TA►Liw P C-" L. L.4GNTIN� N�1'ES I. [3(JILDIIJG LIGH-PING ZoI HIGH (I�oF_ 15o WAT T Z, Vl5oR5 U EP IF NEEDEP To MAIN- TAIN LIGHT oN Sl-TE oNL_y. -3. No PA FW-(h46 I,oT LI'GHTI N G PP-�Po�ED . ' ALA- MATEfzIA,L TO E5 E TFeATe I=> _ 1 W MI- . tJ qN W W I A E EX. GP-ADE —� MPP-0GPPt P to Gas 62>5 0 b So L dl � o v (S� co a — co IL C13 r CID co 11 W LU _ z tI U3 w z z p z All a O+ Z�;, I STORM SE WE12 F;2z:>F1 LE 5CAI_E: I"=5o' HOP-Z. I " =. 5' VE12T. 6i!�l5 6190 Gas o I 2 et-_- P;2,oFILLE - PpoPoSEP SToF-M SEWe-Fz EX�EN�i6vN SCALE 1 11, = So° Ho-Z. l" : 5• VER•T. Ali 7 J Q � z p Z �L Lb Lb fl.J X J � 6� S N PPoP. GCZr4 E EX. GP-FPE I-JoiNT PIPE � � w,q Ea L1 .�-1 Nto w 3 w w -4 W > UJ F- X � + Q 1 + LU N - �. + o + I �' WATER- LINE PI215--,FIL-E 2.11K 62 F!t-,P!J T vu zI1A eoN —_ VJ F.-W PETAIL-7 BoAf0 FENGE.AP-cUNP r_1>UMF5_TES?- PA ( No-r Tn SGAL-E WX-8O.i -V,+14 *TEisL _T"Tz-.5T4PJtVcztV e-. �i wJ�_._S °'.-tar r•aGtE ro" i V' .e F; PA C TOTS .. Jwi�Tir1 '✓�1 r�T iP!G®p � . � �'1pLfi 3►Tl.-__I+.+dhL.Zllx/fN N r a rm � N � t J� 1- W t'- Ili All X y W W 6�5 I" W lore W � n Ll W N �" N �•- V 0 N i- �. Pi�oFI LEr TH R-U ENTP-ANGE I�E> ' •--=->~tV -tFl¢'Ttc;� �'® �>r��3 PF' .3i�7 E fr Pi D ��tii�t33�i1��`�:EL7ts��NT�•-•1r��* xvu�1� �,�wN Z t,&PAl .F.L A N K 15 7S 7 e-X -;I 4"4.X a y � ATJE -z;�15 T ._ -- - '--'Hr4rL J=7[TGFI � E�AGIC6T� L -u'J 12UMF57EF- GATE DETAIL- ( Nc>-r To SCALE Z t� 1 1 t 04 o 'n L . 1 (0 00 N c} N I ° 00 N Z c •- L_LJ J c I C 0 e} R R u� Big °- ° X LL n c L L N O > C:3 o LLJ Cn 0 J Q W ~ Q J ^ Q N J i j :; 6 LL O C O tna�Q O a_ 0 J a_,¢ Q O 0 1 �O>Fw- ��,� J.l J OJ F-> 0 Z , 0 X :E a- O < a- X Q LLJV)aQ 7 V) Q U * �LLO V) � a C:1 O :2 v � 0,0 Pgo I� H E- H > o f::) w �" �z �D ® z� W �i 14 E-+ W w Q DATE: 03/05/97 SCALE: 1" = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET 3 0 IFS (EN i IDA o � J J ��r✓ N (off 5 i0 p I l080 r �>> N l!� Z m 7 Otto 1t00 Zt-00 �1-'00 �--I-On S�f-Oo SAN ITA 12Y S E WEiz- pR-orlL� riGALE: I "= VEt2-T, ®! '--Lj N Lo 1 o O 00 � N I Qo �N a � o.� cD� of I �C LD => Lnr- o� a a -c Q� U X � H < � L i a� o c � c � w cn w Q 0 0 LU Q V) z J o Q Q 0 z O a N Q Z 0 V) W 'W Q 0 N� .: n oblnrl H w �r � �> o� w U?� Q w as z � � Q DATE: I-iolzZ . I " = SCALE: DESIGNED BY: Gv JOB NO. FSHEET OF S I'PoPo`�D BU.IL��NG (0�5 EXI�iTI►JG GIB-ADt= 00 Q � NI p �75 r � � � n g7 7 zZ � 5 ��o SA,t�IITA►z-1� LA-fE�A L P�FILE SGALE I"= 50' I-IotzZ. S' VER-T. P RoP. P-E LoGA TE D WHITE PINES ('�) ToTA l-) PP--oP SUGAR- K4A PL E rp-clP SUGAr:z- NtAP(-C- f SUGA IZ MA PLE 1 � EX. PINES \. To F3C- I- / R�ELoGA-T IV � II I{ > / C Z t� o Go In co L- ANDSGAF'ING CAI— LA7 NS z N L7 a) o �� I,FbP. m �' FARKING PA VE P A IF-E A Ia -114 SQ. FT -' a D°' o T. MAC \ \ GRa�E L A V- EA 13, 21-7 Sez. FT. Q =� nC14 \ \ -foTA l_ -2,'231 5;Q. FT. z n o� 3 — — pPoP. Q SUGAR- SUGAR — �- �� OU 1-DING AREA Plzofo5Ep IZ, Zoo y4. FT. W c a�X MA PLC- MAPLE I — \ - � F- � FUTLIfz-E (a o0o Sc1. rT f�co ) AN L o T A Iz E A - 8 -T, 1 Z o 5 6R . F T L c :3 f I \ G o w cn _ 6t:2EEN AREA F-EQUIF&D = Z1780 5r.�.FT ofz z-5 `` I ( 1 ,, / \ G t2 (✓ E N A f2- E A P P-o V I P E D EX. PINE ib / 13E 688.---// \ \ �- 12E (--06A7E LIMt-rs tNG I I \ \ A� D I I I \ GP-AdINr PAVEMENT i _ _ \ 6901 I I I EX PINES �To VIE RELoGATk�- J I \ I 69, \ 690, --- - — I I \ �- + IP \\\\ — 51F 1 I Nk .. \ FAf2-ICIN6 LC)T FERLMETER = ( SHADE TW-EE FE(z FT PA;z-I[.ING PEF-(METE-F- = -7/ Z FT. 1 <2 4o FT. ES P2-E,!;zUIFz-ED pAF-V-(NG I•-oT INTERIOR LAPING = I PEIZ- (d sPAGE5 = z TREES r> EX l sTl N C- AND RE L•oGATC---D ` rF--E E 5 = 11 TFz-E E 5 pR��oSED TR-G-E4i , I I -T12EE s To TA L- TFz-E E 5 r Ro V I D e D= Z Z TFzE E I� Q fl ►1 1 No-TE .1 FIZClF. SU G A F- Nt A P L E s = MIN GAi.IPER or } PF`c,P. REf� MAPI_C-S = Z" - Z'1Z" AT I'PoP. REhcAiC-D wr-IITE P(NES = tl 71ME of PLANT(NG �- _ Q IaTAL- TREES pP�PoSED = ZZ TREES Efz-o'511oN Ah117 '7EDIMENT GoN7Fz-oL © Z 0 In 0INLET I��oTEG-TI oN W OS(LT FENCE \ \666 �I 90 ------------ \ -----------------------------'---------------------------------�- \ \ I II \ 694 1 r� \6g0 I \ -kT�� -686 1 — u w w w w w _�---__---__—__—__-------- / J I i i / 68 \ \ ell Ir W Q f-' J II � Lu <Z W �� QJ Q EL W � W o►- ZZ � � w Q DATE: 03/05/97 1 SCALE: 1 " = 30' DESIGNED BY: IvIDS JOB NO. 5747 SHEET 5 OF 5 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR 33 , � SCALE 1 "_ _ z o00 _____ W o LO cD 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR - - - - - - -330 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion C-D �, o N 00 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 - Z a .E u7 2. Measures to control erosion and 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 _ _ _ 50 7 W 'Q, I 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 Iz1 E ' of >-- = > � N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Q = `n � Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational _ - - - EXISTING CURB AND GUTTER - - - - -EX C&G - _ - - - - _ _ - _ = = c- AKE5o� \ > W a) I 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 a . Z w : (n s ` (VDOT), and Freclen6k Goun+y Prioc' to con�lru�floh Ih cxis%iK,3 tte klig(nl- -of- V\14Y. PROPOSED CURB AND GUTTER D I� INbEPE t o GE w a X 4. Approval this does issuance of an entrance by VDOT when such is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG 6R z 7� , Z m -� DP-i �� i � Y; � � < of plan not guarantee permit permit shall be in accordance with the current edition of VDOT's work area protection manual. P _ -CG-6 TRANSITION FROM CG-6 TO CG-6R - - _ required under State low. "A Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C. ( ) EXISTING TELEPHONE LINE m � VICTOR'( LN. �� ;%/ rz-CE. �zs ;;A % o 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held Y 9 P PROPOSED TELEPHONE LINE T T m -4 -� � W INGHESTc-fZ rj �"�� A IRI�RT / s a) S with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation � o (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 a o ��� C� C � responsible for providing guardrail and paved ditches as determined by this joint inspection." �a Refer to be subject to change as deemed necessary b VDOT. .A g y y EXISTING STORM SEWER ^�: PROP. 15" RCP � �GI� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. ���s-L3uFFc 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 5 SHEET INDEX 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 SEWER s- Aa9 9��' A ~ Q �J N �� �, �� / Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE P �6° c� � � J > > > Quo > 0, a-, o 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE G o V E PZ S H E E T S H E E T o f �- � 91 o`,a- n a �` ,Q embankment. t /Z / CLO 9. All sections on the approved plans are based on a minimum CBR value of 10. C!3R values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE G P LA N `� H E E T o P �. c4b= Q o`� pavement than 10 will require revised pavement section prepared by Green:✓ay Engineering and approved by the owner. inspection. PROPOSED GAS LINE G G PT�FILE5 AND PE -TAILS 5HEE-T 3 of 9- �6 iI �' � �, 1'6F- o �LL_> O 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 - ILANDSGAPIN6 /AND ErZo91oN SEDIMENT GoNTrzoL j-� SHEET I 9 of ..� � `� �� Q tr _4 w-' Q J ~ 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 PROPERTY LINE - - - - .�� Cl)_ Q Q p > 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 z o o- 0 Q o Q be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE * X * X X X * * # # Q Q J W a_ w cn A 1591 PARCEL IDENTIFICATION NO. 64- (( ))- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE � z Q bi c/ vi Q" one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: IItiiAL SI€ "'I.,�"!v .. lY z � Q o >>- 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to enteringpublic streets, and it is the contractors responsibility to clean streets, olio dust, and to take P P Y Y and at the end of construction. EXISTING TELEPHONE POLE EXISTING WATERLINE W' TEE w T TOTAL AREA: 2.00 AC lr 1.�� P �69 " Y �y rS R •+ `, a 0 N w L t # V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have PROJECT AREA: 2.00 AC _DATA 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 W1 TEE W +Tr w DISTURBED AREA: 1.3 AG. condition at all times. CURRENT ZONING: M1 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 CURRENT USE: VACANT sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED ZONING: Mi sheets, and connections to existing 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 PROPOSED USE: OFFICE AND MANUFACTURING BLDG 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 O l3Ult-DING SETBACKS: FRONT: 75' PARKING SET�AGKS '. FRAM RoAdR(W ZCi standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to, placement of fill. EXISTING REDUCER w w SIDE: 25 Pp-opEPLTY� Z REAR: 25' S- 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER '> w - (n contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed m be compacted in 6" lifts to 95% of theoretical maximum density as determined b P y y STOP SIGN ENVIRONMENTAL FEATURES prior to construction. The contractor shall inform the engineer of any conflicts arising from his 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) _'Zz _ate % EXISTING PROPOSED PERCENT W of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT _ FEATURE ACREAGE DISTURBED ACREAGE DISTURBED 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL 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 FLOODPLAINS 0 0 0 final VDOT approval. PAKING Al2 LAKES &PONDS 0 0 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THEDICATOR NUMBEER OF TYPICAL PARKING SPACES WETLANDS >1 AC 0 0 0 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 SINKHOLES 0 0 0 development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION NATURAL S.W. 0 0 0 19. The developer will be responsible for the relocation of any utilities which is required as a result of his DETENTION AREAS 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 W shall meet VDOT minimum design standards and is the developer's responsibility. STEEP SLOPES 0 0 0 1- 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected >15% Q in accordance with stage 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 � WOODLANDS 0 0 0 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ®o 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. R. CALCULATIONS F.A.REQUI PARKING CALCULATIONS 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 � ED 1.0 REQUIRED: OFFICE - 1 SPACE PER 250 SQ.FT. EXISTING STREET LIGHT MANUFACTURING 3 SPACES PER 4 EMPLOYEES 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 PROPOSED BLDG. '= 12,200 SQ. FT. 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 FUTURE BLDG. = 10,000 SQ. FT. PROPOSED OFFICE AREA 2,500 SQ. FT. = 10 SPACES professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED MANUFACTURING AREA = 9,700 SQ. FT. geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT TOTAL = 22,200 SQ. FT. FUTURE MANUFACTURING AREA = 10,000 SQ. FT. 22,200/87,120 = 0.25 (F.A.R.) PROP. MANUFACTURING = 8 EMPLOYEES = 6 SPACES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating two SANITARY MANHOLE INDENTIFIER 12 or blasting at least (2) working days, but not more than ten (10) working days, prior to commencement TOTAL REQUIRED SPACES = 16 of excavation or demolition. Names and telephone numbers of the and operators underground utility Fines STORM DRAIN STRUCTURE IDENTIFIER 18 BUILDING HEIGHT SPACES PROVIDED = 20 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. MAXIMUM = 60' PROPOSED BLDG. = 21' HANDICAP PARKING EASEMENT LINE--------------- 1-25 = 1 SPACE REQUIRED Water/Sewer: Frederick County Sanitation Authority CENTERLINE NoTE�i HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 P.O. Box 1877 I. No oc-PTD ' ToP2�;GE j�RoPoSEx7. Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 2. PFRof 5SaP SIGN -To 5E PLACED LOADING SPACES (540) 8681061 + af`I JE!)LIIL_DING. S' X 30, 1 PER 40,000 SQ. FT. OR FLOOR AREA 44 `� �I Z PROPOSED SPOT ELEVATION 125 3. pPPoSED a1Tt�G2 LIGH-TIN G -Co TOTAL FLOOR PROPOSED & FUTURE 22,200 SQ. FT. O w U Phone: Bell -Atlantic T��► F F (G & E N E �A�` Ojl �A 7A EXISTING TREE DRIP LINE �-^-^-�.�„�^_�..f-^-��._.-����.�._�.^-^-� �►�CTl.1iZ-ES l3E PLAGEf� SPACES REQUIRED = 1 U 04 P.O. Box 17398 oN E?>U(L_bING . HGT = Zo SPACES PROVIDED = 2 >,Baltimore, MD- 21297 �� �1_yll, S i--� U) U) E-i (301) 954-6282EXISTING T E -I- f� E D . TREE ����� ` 15 OAK 15 " `1,.� PINE p WI Q MISS UTILITY 1-800-257-7777 Power: heny r L-A HP LJ 1i E 140 , MAN L1 FAG T U (Zl N G OAKAlleV x Q UZ w 0 SURVEYOR'S CERTIFICATE P.O. Box 1458 3• E5 -fRl I ENDS F,EF_ I000 �,G�. FT. PROPOSED TREE � (� W U I HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS PLAT IS A PORTION OF THE LAND CONVEYED TO Hagerstown, MD 21741 1-80 shown, 3317 U. P. �. Iz Z�/l, x 3. E3 _ �� V P D Z a GEORGE W. GLAIZE, JR., AND CAROLYN G. GLAIZE BY DEED DATED MAY 4, 1993 AS RECORDED IN DEED a o W Gas: Shenandoah Gas Co. P.O. Box 2400 BOOK 796 AT PAGE 1471 AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIP' ` 7 ""��� �-+ E-i U) W Winchester, VA 22604 V�, Ul (540) 869-1111 MARK/D. SMITH, P.E. L.S. � W W SURVEY AND TOPOGRAPHIC INFORMATION COVER STET' fr1rT 0 iu F. C. S. A. G D N 9 7 F u G-TI oN qdTE S 1. Horizontal and vertical control surveys were performed by MAP�5 H LEG<=,E 119`�>7 p I. THE GoNTC AGToR SHALL. GooPzDINATE WI-fH AND ARRANGE FOR INSPECTION B1� �"HE (Year) 2. All elevations are reference to (choose one) U MARK D. SMITH �' No.022837 Project Name: NEW IMAGE GRAPHICS Project Number: AUTHORITY. � � 5747 Z. THE SA N ITA71oN A uTHotzITY MfAINTENANGE pE PARTM E NT IS R-ESPoN51E3LE FoF2 -THE a. The National Geodetic Vertical Datum of 1988 NGVD 29 b. The National Geodetic Vertical Datum of 1988 (NDVD). O j , I s-q� � Magisterial District: Date of Plan: (Month, Day, Year). INSTALLA-TIaN of WATER METERS. 13EFoiz-E A PERKAANENT METER IS 5ET, THEY REaUIF-E I)THE FRAME AND Ce>VER To 5E PKOF'ERLY ALIGNED WITH ITS METER p_ox /AND YOKE c. Other (specify) - U� N�`NN - �'SI S� 0L PEAR Z) THE FPzAME AND GOVERTo F3E 5ET Tc, -[HE FINA L Gi2A PE of THE L_C T 3) THE DISTANCE BETWEEN THE TOP of THE GoVER AND -THE YOKE BAR 86 3. Source of topographic mapping is MA►�H I.EGGE SHAWNEE 03 05 97 / / BETWEEN 18 AND ZI IrIGHES AND 4) ALL Co_AFC>NENT5 vF THE METER BC>X dated FEI3. 1';27 Owner: Address, Including Zip Code & Telephone No. A5501AgL_`( To 13E IN ING ofzDEFZ. i7 IS THE 17EVELoPER MAF2�F-I 9. LEGGE GoNTFzAGToRR'5 PZESPo-T N5JE3(LLI`( To TR HAVE THE MEEPo5 x ASSEMBLE( iNTAL-LED 4. Boundary survey was performed by PROFESSIONAL SEAL & SIGNATURE 11 S. CAMERON ST. 22601 Go12REGTL�(, dated 1�')7 GEORGE W. GLAIZE JR. & CAROLYN G. GLAIZE WINCHESTER, VA. DATE: 03/05/97 3. THE SANITATION AUTHOR-►T,( -,HALL INSTALL ALL WATER AND SEWER 5EFzVI6E5 THAT THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5058 GeoNhIEGT Te- EXISTING LINES. THE LoGATIoN aF 7HE TAP AW2 THE TEPZMINATIaN E'oINT 5. The application of the professional's seal and signature as required by the FREDERICK COUNTY STANDARDS AND Developer: Address, vF THE LATEP-AL- APLE Tc t3E Cac�DINA-TED WITH THE AUTHoRtT-f'5 ASSISTANT ENGINEER STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS ORDINANCES. ANY DEVIATION OR CHANGE p Including Zip Code &Telephone No. 360-2 MCGHEE RD. SCALE: NONE AN APPLICATION FoFR SEPZVIGES MUST e3E MADE AND FEES PAID AND CERTIFIED LANDSCAPE ARCHITECTS RULES AND REGULATIONS shall be IN THESE PLANS SHALL BE APPROVED BY CONSTRUCTION MANAGEMENT, INC. WINCHESTER VA. 22603 4. THE �iftNITATIoN AUTHoFZIT�( SHALL -TAP ALL EXISTING VVATEIz LINES. THEY WILL evidence that the boundary data is correct to the best of the land surveyor's THE ZONING ADMINISTRATOR PRIOR TO (540) 665-0693 FURNISH. -fHE MATEPz-(ALB (=nfZ AND MAKE THE TAP. -('HE GoN-fRAGToR MUST MAKE knowledge, and complies with the minimum standards and procedures of the CONSTRUCTION. DESIGNED BY: MDS APPLICATION FoEZ AND PAY THE GoST aF-Tt•-1(s Wo�K said Board; the topographic information is accurate to within one-half of the Engineer Certifying Plan: Address, Including Zip Code &Telephone No. . contour interval, as shown. Application of the seal and signature indicates 151 WINDY HILL LANE JOB NO. 5747 acceptance of responsibility for the work shown hereon. GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF Z I c- L Li No Lc) W 00 N N"NO P.I.N. 64 - ((A)) -159F z o rn `'' °' — I GEORGE W. JR. & CAROLYN G. GLAIZE �� o I N rn Q = ZONED: M 1 �� \ \ � 'n I �o USE: VACANT �- \ \\ - z 0 L 0 \ �I P.I.N. 64-((A))-159I �, •� Q �, EX. z5-2LrPI✓, \ I I I I I DRAINAGE AND \I I CD S 44.541 g" E 372-11 - - \ GEORGE W. JR. & CAROLYN G. GLAIZE u` 0 U7IT( F_5M'T. _ _ \ ZONED: MI USE: VACANT , PA V E D �BRL \ \\ I o w c) ENANG( I +I i �I 25 PROPOSED �F" SCH. 40 SEWER LAT. x' f ALL UTILITIES -To I3 E PL A GE p LI N C7 E FZG f�U N C7 AN`( UTIL-IT'(NEEC7S WHICH W I -I I G N W oLJ L C�:) I3E Pz715- 77-8 To 5E (NSTALLED 81/ PU S H , JA6K oR- P�t2-E MTHoo WITH 3401' MIN. Gov EEz . IZ",, 9"TAPPING ,%__EVE ANP VALVE TO BE INSTALLED BY F.C.S.A. w N Q� 173. ` -t 5X . 18'' (To 66 I'f�_Mc PA VI-MENT 5GHF_PUL_E 8" - ZI- t3 P to - Z ZA ZI - B z" -SM- ZA ✓ " - : I - E3 Pc>UbC_C SEA L NaTe : PAVEMENT SGHEDU L_E 5Hc>Wr l WHEF-6 E3ASED oN A MIt�IIMLItif Gb(z- VALUC- or- Io 6_5fz- VALUE LG--S5 THAN to WILL IZEG?UIrze A FZEV(,5eP PAVetAEN-f �iGHCb(JI.E . BENCHMARK RR SPIKE IN POWER POLE ELEV.=692.69 PIzop- STA I31 l-I Z-E P - SHoul�bEF- - &P A DE DITCH T<D VI�AIN ARBOR DRIVE ROUTE 1000 I I / / I \ I 7 l �O 1 \ \ \ <� 9ro S �0' s \ I I \ ROP. SERVICE SAN. MH \ TAP TO BE 1 I RIM=692.11 NSTALLED BY I I INV.=680.71 F. C. S. A. I I I \ P.I.N. 64-((A))-159F GEORGE W. JR. & CAROLYN G. GLAIZE ZONED: MI USE: VA CANT , I \ 690 ( , PF2oP. SEPUVIGE TAP To (3E I NSTA L_L_ED by F. c. 5. A, I i I / 4, SAN. MH. TOP (687.36) \6 ,, 660 \ 30 , R61140 V T/ 8305) 6 W � 86 7 f X / i / — 6 W \ 680 6,18 30 RCP I INV. (676.a4- i �\ \ - � � /DROP INLE7� � - - - -6j � TOP (68<14) / INV.' (677.09) - - �- l 67L9680 IN, \\ \ \\ \ \�� W Q J N > J > Q'o >O0 a- �Q �M —CLo 4 Q J o F o> �o � J �> 0 a Q o Z > C) Of O a Q Q p Q > Q �``dof O v, t_oviw Z V) < Q N 11 z 6 o V > u w w r Q C DATE: 03/05/97 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET 2 0F - }- sanitary - sewer main It cast iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4") Panella Model PA6SV-CSK (6") finished grade • square concrete skid pad 20"x 20"x 12" deep f f aggregate base ( depth 3" ) cleanout pipe SDR 21 wye 45" bend S 6" stone bedding NOTE : Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. '9E W E IF-- G L. EA N au T d ETA i L_ Tapw :urb �e-q+t darn 300 Ptr^+ssble to 0 of IN* point or i Constr.ctwn Joint DG- Le+• Min. *MtMf�•r9ht CG-12 Pay +-ne CG• 12 T Pay Lr• Cv-12 vie x 200 ^aw r3as • o 0 0 0 0 0 300 min c-c -wun um o Vol, 900 Min. o +a width eoo ,200 nm ^ Var width sidewatlt concrete cow 00 mm o 0 0 o e o ao Vor or Sidewobc Spoc• o0o Permissible C;m4r;cllon Joint '�woq Space eoo M CC-12 WO 00 � e b 200 mm 600 bars • 300 min c-c T IPICAL ALTERNATE RACIAL oL lei Hnimum concrete RADIAL. PLAN aver 40 mm FOR USE AT APPI-ICA&E S-WET For CommercalEntronce (Heavy Truck Traffic Anlicc'o"e-M CONNECT ONS crap COuAE>r? al see Standors C.G-13 sheet ._� 10 A f I ENTRANCES - per nvSsitii&e 800 900 MM t800 Construction Joint e d 'dy. r,dtrl 0 55 0� e� • e Sae+aq or o y o * o^o ro > SrxraA I n o CSpace N O OO "6 �Slope 12 1 neaxvr,um ISOMETRIC VIEW A TANGENT PLAN Notes( Curb rorry ftoer to be ctoss 20 Concrete (30 MPo ,f Precast) with %.- resistant i+tegr3o selectable warning surface covering vne entire width 17S min where St'd CG 3 CG 7 is used. ramp floor rr� floor moy be precast or cost in place). The detoctade warning shall be provided by an exposed aggregate firish. Ramp shall -oI min a the mxvmum exceed a moxs+Im slope of 12 1. Sidewoik Area 2220 2220 ement to Flowed sides of curb romp to be poured monolithically with romp floor Jr by 4150 (with or without buNer strip) xniev o f t slop• using permissible construction joint with required bars. St i.CG 6 CG 2 ?220 - -' If ramp floor s precast• holes must be provided for do" bars so that 12 1 Maxim adjoining flared sides can be cast in place after ptacen wnt of precast •arp 100 floor. Precast concrete shag be class 30. Required bars are to be e16 x 200 mm placed 300 rime" center to center along both sides a/ the romp floor• rrid-depth of romp floor. Minimum 175 .mm WHEN THE ENTRANCE RADtICANNOT concrete cover 40 rrm ACCCsas00ATE THE TURNING REOLAEMENTS SECTION A -A OF ysTXFATED HEAVY TRUCK TRAFFIC. Curb raps wine measured and paid for at the contract uril prices war "Ydrou%c e16 x 200 min gas • ramps concrete %it"(q and Exposed aggregate sK*wc&. completre:ece. X0 R°`r c c Permseble Curb/curb and gutter, slope transitions adjacent to curb ramps are ncrvded Cor»truction Joint in Payment for curb/curb and utter. ,lope 12.t Ma: vrarm 9 This item may DO When used incon*kttion with Standard CG-3 or CG-7, the curb face an precast or cast in place. tNs Standard .= to be adjusted to match the mountabiie curb configuration• Curb Romps are to be located as shown on the plans or ore directed _y the SECTION B-8 EngteOrineer. They are to be provided at intersections .griever an occesscM rourthin *,'e riot -of -way, of highway facility crosses a curb regardess e of whether sidewdl is evisting, proposed or nonexistent_ They moy be offset o from pedestr:oe cresswdks as shorn on plans or as directed by the f"grlter, l�rrsts of exposed aggregate ssdewalk but should not be located behind vehicle stoplines. Existing �g rlghl poles, fie ® Treatment where width of si leede or side+oq hydrants, drop nob, etc. to also affect placement. space is less than 2220 mew Q Accessible routes defined as a continuous unobstructed- stable. firm and slip resistant poth connecting all accessible elements of a facility that can be approached entered and used by persons with mobility impairments. SPECtFICATON CURB RAMP REFERENCE 502 (PERSONS WITH MOBILITY IMPAIRMENTS) 504 VIRGINIA DEPARTMENT OF TRANSPORTATION UNt 5 'OTHERWISE NOTED. ALL N NSI 203.OS THIS SHEET IN T R T`f=1CALx SECT ION `/I DOT STD, CCU -1ii'2 CUi :5 1`'1 FIELD VEF-(FIEc> SrI PAVF-MF-NT 8 I BA`, E SToN E P hnP Iz' G Z. TYPICAL PAVI= MENT WIDENING AND PAVEMENT DETA II— ( NcT (0 4/„A -E 7• Io- �a W N I = [ T -11 • P 4 1 „�► HANDICAPPED PARKING SPACE SYMBOL I' -A r r-Cr'if 0e0 STANCIAAD AL_Ura t-IANOICAO'PII PARKING '51ON TC„-) ROAD' ..nCSCQVCD PAF%W N7" VdI T— ►A eM NIi 1i I0CfWT I r IC A T I ON 9y"0C)L, CIOLT '1 0 9TL TUetL WIT11 :) / A" CAOIU%A PLATED NUTS. POLTS. 0 wA9"EnS olog"o MAV RC OROCREO r'ROrvs II C a o 1SArr Tv ATN AV[ N NA S"V-'-LC. TN P•+ GIs-25s-771'r WIP74i0A STL TURC CKT[NO INTO CONC rILLCO PIe'C 2•-0" PRO'VIOf WCLpCD WAT[RTIOreT CA,► PAINT P e L OPRrls BLAC.c CO --EC PAINT nln[ lIA�C �CI.,LOw sIAVCw•=NT — H I 1wwo `,L•lysy`,�, I'tJ 1 '�-�, mow`IOINC 11' A tiTO 1TL ►IPr rrLLCO cur-,1� \ �� �O ',; ���%% rII[6.14" LONO BARS EA WAY TH11U ( 1 P I"", C ON C w A RC -- --- L_ HANDICAPPED PARKING SIGN AND MA121KING DETAIL IF •X •, 1�! LEES TWAO er TH L6 F: L-AMLCC) Sl 6 SHALt.1►hfoT EXG.CtD !�!Z GU F -F3 P-'A M P d ETA I (_ 1 1 1 o e/ ESUILOIN,55i LIGHT DETA I L- N �..IGI-aTING NEE i' � I. 6UIL-DIrJG LIGH-TING ZOi HIGH olz 1 So WAT T Z. V15oR5 LI eD IF NEEDED -To MAIN- TAIN LIGHT ON SITE oNl,`(• -3, No PA E 4 t-AG LoT (�IGHTI N G PP�PoSED . i' ALL MATE-FLIAL- TFI-e-AT e (� (0�5 A 0/ PRoP. C-G- I Bi AMEWGHN BAG KGP,5>U N D PP—JEGT I F NoT IN PLACE IN SUFzE A MIN . of lo' EG- ( -T `(PE A 15 INSTALLED . — \\1 U� W t PPvP. GP -A [bE EX. Gp-APE Xl .Z � Z Q II I J f- MAX. 3 I -� HW= b-,�' 1.-25 Io-(R F, 9c,P l GFL-ADE / �\ t;X �RAi - I pE i G- X. d- QD W � it 8' Z 4- 2 3 5ToP-M 5E WE F2- pPILC>FI I-_E � MIN.Y�lE(z----�--- I � 1- Jol NT PIPE FINE I I W + I -"r-- WATEF- LINE PF-c;,FII-E -76A L E ZIIx � .1 F9--vINT vIF-mot Z IIX /J Ia e w i s� 7 \ BETAIL.- B0AP-C�l FENCE AFt�`dND p(JM P5TE rz- PA v ( NoT Tn 5GA1-E ohm j'3L7d'.9V4w rrTE16I- YLATS") 7® CEGE IV E Le.Kv iTw-yi�6rj 11 O W 11 II j jit - Z - + 4 � 6�5 CST i N r a rm � N J 11. J V l"- t>; F- a W tt a a W X X 9-- ZL 6�5 - o _ a \ V 7_ bars W ur +I It Q + Ir TN F-U EtTP-ANTE ALE'. III= gD SF=r_9r-D_EE3icHaY WELMVI �!!T>ti.svlTE�_�EHZHI? �;tEL� ?vINTS Ilg&* �vUGH 5� W H I-E-Pkr- FLAN k5 u I I L':b'GEDAC rG,Tri 11 / —SAC"-" -S 15"GKETS 1lbri �TL _COLUMN I I sc.+ vE j I r Ia,I I ! I 11Z II I L DU MP5TE 12 GA-TE DETAIL_._ C Nc)T To S LE C.� Z W 0 In W Go N I _ 00 � N Z c •E W co rn J a' of I N > _ U7) T a� Q) I Z c U) o� Irl � -cIn IWJ u a X L7 � to U) Q) °, c > iT 1` � o c � w cn z 0 WW LL W Q J CV J > Q'O w > ct� O O to n- Q �a_ 0 _ Q � LL- O O IL > > w O owQQ QQ>0 Z >o�2 a O Q O Q � cni Iw-Cn�a- w 7 (/� Q U >01 Z * w O a *� i. - - o - z O r�O �v: 00 Pg'O�J DATE: 03/05/97 SCALE: 1" = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET 3 OF �{ I I I I I I I I I co PPZIP. I SUGAP- ;UC,AP2- / I I I MA PI_C i MA PLC - I I Li i + I --- + / ri I 1 ,Ex. PINE 1 BE I rC, FZ E L.OGAT E L�= +, P- c- I.oG A TE r�) WHITE PINES / / / t / / P'F•o P PAVEMENT / EX. PINES To I3E EX.PINE / \� v FzELoGATF,S -Co F3c- I S F2 \ — Ex . SL-IGAP2 MAPLE T NE X rI0C A Pam.- MA P L- e 3 � — I � J E'�10P. 12ED MAP'L•G- 4omm'. —:s� Il.1G�G��il I 3 3 w 3 I" 1p � o \ le oom a\ I I I \ _ I 1 / L tNG I I \ 6901, f P2pP �• E \ \ I MA P L- I~ 69 \ \ MAPLE 690, PP o P PF z-cl p \ I I I \ SF I \ I I \ 12ED MA PI,E PzED MAPIrE \ \ I a L \ I fit✓ D MA � L t✓ \ �u '�� \ ---- I _ I \`fir ii i \690 682—. L-AN17eiGAFIN,, ALGU t,A7 1)NS rAF-V-ING PA VE P A PLE A log -, 1+ :7Gz. FT. 6SA\1E L- A V- EA (3, ZI-7 Srz. FT. -Tv -T" A [- z 3 , 31 S Gz . FT. �LI IL-171N G AREA P P-V ro5EP IZ, Zoo Gi4. FT. FU-TUPLE (v , o0o Scz . rT -To TA L_ ZZ, zoo 54. FT 7c)TA L LoT A R E A = 8i, I zo Scz . FT. 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REL-oc.ATC-tom wHITC- PINE S = I t27A I- -7 1-e E- $ p P�PoSE D = NoTI- K41W -'AL IWEP- OP (O Z" — Z I/Z II AT Il TIME of PLANTING zZ TP--E-=ES E12o�loN At`t17 SEPIMENT GoN-rF-c:,L ® GONST[2UG-TIoN ENTP2-aNGE IP IN L-ET FP-oT66TIoN SILT FENCE `692- L------------ — I \ \ -----------------------------------------� / II \ n \ \ I \ 68 694, ,I it � \ \ \ \ I \ \ \ / // / / `•• L \6 \ V. �\ 00 \ / I \ I \ I — _• Imo— _� � \ 686 \6g8 \\\�\\\ 1 — (rf✓w �W / <`✓ W ,_ I c`✓ W W W W ' J/ J� �/ ' ( ✓ \ w r — -----——-- — — — — —_ ---- —� /` — — - — 4,00> - _ --678— ----_--- -------------.-_ - _ - \ //��// /�CAE✓ <((1 J C(() \ � -' / `-/ / � `\\ \ 680 / 7ell I � — Z W oLo 00 Z N I00 Z 0 c •- F4 �o ,n �o W ° J v' rn of I > Q = `n r, Z c o� a� i iW �x � U)a) u o = Q)>, �; c D o LLJ cn J 0 V) W IY W Q n z D Z Z N CIA 00 o N 0 — DATE: 03/05/97 1 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET OF �} GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR_ 33 SCALE 1-z o00 a B R o 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR - - _ _ _ -330 00 Z N � Count constiruction standards and specifications and/or current VDOT standards and specifications. Y P / P Transportation VDOT Road and Bridge Specifications, and Standards The Virginia Erosion P (VDOT) 9 P g - N I 00 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 --- °' ° N N Ln Z a E (0 N 2. L Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EX E/P i1 °'o, I a' ans in no way must be provided prior to issuance of the site development permit. The approval of these Ind plans, the most stringent shall EXISTING EDGE OF PAVEMENT _ _ _ - _ _ t; ' S� = > 0 relieves the developer or his agent of the responsibilities contained in the Virginia Siltation Erosion govern. PROPOSED EDGE OF PAVEMENT PROP E/P �`C ;� >- _ N � Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational P Y P P EXISTING CURB AND GUTTER - - - - C&G - - - - - - - - - - - AbR�� CD W a� C I 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. _ - - - - -EX - - - - - - cn § Q) o � s `n (VDOT), anci Frederick Counfy Prior fo GonS%rUGfloh Ivt exis+it�9 qte �Ig�f of- W4 PROPOSED CURB AND GUTTER PROP C&G D �� INt�EFENDANGE N o p U X 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG 6R Z R -� pp-(vC- -1 z m `- �- w required under State law. q shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R = _ _ _ _ _ _� _ _ _ _ _ _ - - < � � i VIG-To12'( Furthermore, all traffic control flaggers must be certified in accordance with VDOT s D m � LN. v) U) 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 7 a RTE.7z8 -� WINGHESTC-FZ 0 o with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T m �T�41) { -A T A ttzPotzT > (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 Q v o 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 __ �'� oti w cn Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP L1L1< 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER representative of the developer must be available at all times. land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER � SHEET INDEX 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 SEWER J Q J Control Devices (MUTCD). arranged and held b y 9 / P the engineer and/or developer with the attendance of the 9 o w -i�> contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE P > a' CK 8. All unsuitable material shall be removed from the construction limits of the roadway before placing 00 0_ ' embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE n (o V E S I-1 E E T S H E E T I o F G i a w Q �.w 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 s P LA N 1-7H E E _T Z o P o of Q Q wo than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE G G PI�FI LE 5 A N� DETAILS 5 H EE TS 3 AND-}- of F6 0 1- ow wo > Lu 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 LANDSGAF'ING AND ErLo51oN SEDIMENT GoN7F2ol SHEET 5 of 5 Q � owQQr J ~ > ' on thz plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE - - - - - N > oo PROJECT INFORMATION 11. All wrings shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall P P in accordance with the VirginiaErosion & SedimentControlHandbook, Sec 3.02. Furthermore access to other affected b this be FLOW LINES -� -- -- -- -- o Z Q X Q o w be minimum 6 diameter and conform to VDOT standard SB-1. properties project shall maintained FENCELIN(E X X X * # X X X X X through construction. Q Q � PARCEL IDENTIFICATION NO. 64-((A))-1591 _ 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE CD to N Q one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: z < w (!f Q U ' 13. The contractoir shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. EXISTING TELEPHONE POLE fY 6- oN # r entering publiic 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 w ' Ti TOTAL AREA: 2.00 AC PROJECT AREA: 2.00 AC R . 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. w PROPOSED WATERLINE W/ TEE'I ' T w tifTl= PL DISTURBED AREA: I. 3 AG . ` condition at gall times. APPROVED CURRENT ZONING: M1 ;, 7-71-7 14. Notification shall be even to the appropriate utilit com an prior to construction of water and/or sanitary 9Y company P / y V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT c8a CURRENT USE: VACANT sewer lines. Information should also be obtained from the appropriate authority concerning ermits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED ZONING, M1 L v 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 a w PROPOSED USE: OFFICE AND MANUFACTURING BLDG v 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER o EiulI-PING SETBAC!;4,__ FRONT: 75' PARKING SETRAGKS '. FhoM I2oAGP�(\&/ z� S standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w > w SIDE: 25' FPvM PI=oPE(2i'( + z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER '� w REAR: 25' LINE '. S : 0 \JN- 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 (� , 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 ENVIRONMENTAL FEATURES 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) _ EXISTING PROPOSED PERCENT W ° S of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LIOCATION OF STD VDOT ` - FEATURE ACREAGE DISTURBED ACREAGE DISTURBED 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND) OR JURISDICTIONAL STANDARD 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 RAMP CONSTRUCTION FLOODPLAINS 0 0 0 18. When grading is proposed within easements of utilities letters of permission from all involved companies 9 9 P P � P P final VDOT approval. PARKING INDICATOR INDICATES 7}iE NUMBER OF TYPICAL PARKING SPACES Al2 LAKES &PONDS O 0 0 WETLANDS AC 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 >1 0 0 0 SINKHOLES 0 0 0 ZT development ,permits. and further where determined necessaryb VDOT Inspector. Y P TEST PIT LOCATION NATURAL S.W. 0 0 0 f 19. The developer will be responsible for the relocation of any utilities which is required as a result of his DETENTION AREAS project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way W 11 shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C STEEP SLOPES 0 0 0 r 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected >15% N 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 F 0 0'> WOODLANDS 0 0 0 s engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE - - - - a - 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. '7- F.A.R. CALCULATIONS PARKING CALCULATIONS 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 REQUIRED 1.Q REQUIRED: OFFICE - 1 SPACE PER 250 SQ.FT. pavement EXISTING STREET LIGHT MANUFACTURING 3 SPACES PER 4 EMPLOYEES 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 PROPOSED BLDG. = 12,200 SQ. FT. 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 + FUTURE BLDG. = 10,000 -SQ. FT. PROPOSED OFFICE AREA 2,500 SQ. FT. = 10 SPACES professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED MANUFACTURING AREA = 9,700 SQ. FT. geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT TOTAL = 22,200 SQ. FT. FUTURE MANUFACTURING AREA = 10,000 SQ. FT. 22,200/8.7,120 = Q.25 (F.A.R.) PROP. MANUFACTURING = 8 EMPLOYEES = 6 SPACES 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 TOTAL REQUIRED SPACES = 16 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 BUILDING HEIGHT SPACES PROVIDED = 20 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. MAXIMUM = 60' I� PROPOSED BLDG. = 21' HANDICAP PARKING �f EASEMENT LINE - - - - - - - - - - - - - - - 1-25 = 1 SPACE REQUIRED Water/Sewelr: Frederick County Sanitation Authority CENTERLINE NoTEdi HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 P.O. Box 1877 I • No oe-ITb�- S�TC�AGE Winchester, VA. 22604 EXISTING SPOT ELEVATION 12 0 Z. PP<>Ft�SED SIGN -To E5& FL -AGED LOADING SPACES E- (540) 868-1061 + �! I3t lI L-DING . 5' >C �z `� 1 PER 40,000 SQ. FT. OR FLOOR AREA D ` E, " PROPOSED SPOT ELEVATION 125 LIGH-TIN G TOTAL FLOOR PROPOSED & FUTURE 22,200 SQ. FT. O W U Phone: Bell -Atlantic F F (G �7 E (� E ���(O N �� �/q EXISTING TREE DRIP LINE �.-^--^-titi.,.�_,..s_ti,._,.�._�-��-�_,�^- ^� FIXi11R-ES -Co L3E PLAGEC� SPACES REQUIRED = 1 ' SPACES PROVIDED 2 �"3 W U � P 0. B x 17398 Box oN T3LIIL_bING . HGT = Zo = E-, h Baltimore, MD 21297 �� �H " (301) 954-6282Fq I T E �" +h E D . EXISTING TREE 1 �- 15" OAK `� 15 PINE O W MISS UTILITY 1-800-257-7777 Powetr: Allegheny Power LAND USE I �{-o , M A N u FA G I U (2-1 N G ,,,,v OAK � Q W � U1 F W O � SURVEYOR'S V YOR S CERTIFICATE P.O. Box 1458 Hagerstown, MD 21741 3, a T121 I� E N DS P E IZ 100o s a - F T. PROPOSED TREE C� Z Z 1-800-654-3317 V. P1. D. - Iz , Z�/l, x 3. _ �'� V P D 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 a W Gas: Shenandoah Gas Co. BOOK 796 AT PAGE 1471 AMONG THE LAND RECORDS OF FREDERICK COUNTY, �VIRGINIA_."�, C) P.O. Box 2400 ` I p_, E, W co(540) Winchester, VA 22604 �MARK 869-1111 D. SMITH, P.E. L.S. �7 SURVEY AND TOPOGRAPHIC INFORMATION COVER SHEET T 0 t F. C.S. A. G 0 f4 `i7R W G-T10 t4 NvTE S 1. Horizontal and vertical control surveys were performed , by K4AF�iH LEGGE (Year) U MARK D. SMITH s� Project Name: Project Number:.����t I. THE GoNTRAGTflR SHALL Goo1zDINATE WITH AMD ARRANGE Folz INSPEGTIoN BY THE 2. All to N0.022837 NEW IMAGE GRAPHICS A,UTHc�RIT`(. elevations are reference (choose one) 5747 z THE `7A N 17A�1TIoN A U-THoR171( MAINTENANCE DEPARTMENT IS IZESPoN51BLE FoR -THE a. The National Geodetic Vertical Datum of 1929 NGVD 29). b. The National Geodetic Vertical Datum 1988 NDVD ( ) O(,� Magisterial District: g Date of Plan: (Month, Day, Year) INSTALLATIr�N OF WATER ME-TEEZS. gC-FoRE A PEIzMANENT F✓IETER IS SET THEY REGZUIRE �P�oX of . c. Other (specify) - UN�NoWN - S �s SIO n, �„�J'6 ®�� I)THE FFZAME HND GoVER To BE F'KoPEI2!_Y ALIGNED WITH ITS ME7ER AND YOKE NAL cu ��� �a ~`1 BAIa Z THE FRAME AND GoVEIz To 5E 5ET To -(HE FINA L G12A DE of THE LoT 3. Source of topographic mapping is MAF--iH LEGGE SHAWNEE 03/05/97 �® - n", , 3) THEE D'ISTANGE BETWEEN THE 7oP OF THE GoVER AND THE YOKE l3AR BE FeC�,. 19"7 BETWEEN 19 AND ZI INCHES AND 4) ALL GoNIPe>NENTS e5F -THE METER C3oX dated A550Mt3L1( To 5E IN PfzoPEI2- WoR-KING oR DE R . 17 (5THE r,>E V E LoPE (a � MARsI-I LEGGE Owner: Address, Including Zip Code & Telephone No. 11 S. CAMERON ST. 22601 GoNTRAGToR'S TZESPoN�il81LIT-( 7a, HAVE `THE METER- E6oX A59EMBL-( INSTALLED 4. Boundary survey was performed by PROFESSIONAL SEAL & SIGNATURE GoP-FzE,--TL`(, dated Ief;�7 GEORGE W. GLAIZE JR. & CAROLYN G. GLAIZE WINCHESTER, VA. DATE: 03/05/97 3. -THEE SANITATION AUTHoF1TY SHALL INSTALL ALL WATER AND SEWER 1iEFWI6E5 THAT THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5058 GoNNEGT To EXtST1NG LINES. -THE LDGA71aN of ?HE TAP ANb THE TEFz-m(WATIoN P'otNT 5. The application of the professional's seal and signature as required by the FR'EDERICK COUNTY STANDARDS AND SCALE: NONE Developer: Address Including Zip Code & Telephone No. g P p of THE LATERAL. AFz-E To13E GooFzpINATED WITH THE AUTHoRIT1('S A5515TANT ENG1NEEiz STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS ORDINANCES. ANY DEVIATION OR CHANGE 360-2 MCGHEE RD. AN AFrLICA71oN FoF- SERVICES MUST 56 MADE ANt7 FEES PAID . AND CERTIFIED LANDSCAPE ARCHITECTS RULES AND REGULATIONS shall be IN THESE PLANS SHALL BE APPROVED BY CONSTRUCTION MANAGEMENT, INC. WINCHESTER, VA. 22603 DESIGNED BY: MDS ; 4. THE AN►TA71oIJ oR AU-THI-T-( SL-T HALAP E ALL XISG R L TINWATEINES. THEY WtLL evidence that the boundary data is correct to the best of the land surveyor's THE ZONING ADMINISTRATOR PRIOR TO (540) 665-0693 FUR-Ni5H -[HE MATE12-IALS r FZ AND MAKE -THE TAP. THE GoN-TRAGTofz MUS� MAKE knowledge, and complies with the minimum standards and procedures of the CONSTRUCTION. JOB NO. 5747 APPLIGAT1vN FdR AND PAY THE GoST aF -T"Hl5 We:,R_FC said Board; the topographic information is accurate to within one-half of the Engineer Certifying Plan: Address, Including Zip Code & Telephone No. , , contour interval, as shown. Application of the seal and signature indicates 151 WINDY HILL LANE, acceptance of responsibility for the work shown hereon. GREENWAY ENGINEERING WINCHESTER, VA 22602 SHEET 1 0F i_; (540) 662-4185 N�TIF-= ALL UTILITIES -Tc , E>E PI -A GE p LI N C7 E FzG CAL! N D AN`i UTII--I-r'�N�EDi WHICH W�-IIGH Wo�ILC� �E G�S�(NG P--TE. 7Z8 To 5E INSTALLED 81/ PU 5 H , JACK oR- f�R-E METHoo Wi-TH 3401' MIN. GoVE('Z . rA VEMENT 5;- HF_Pd1--E 8" ZI- [3 F5M - Z Z I - B Z" -SM- a & II - 7-1 - E3 &It - ZI- 13 P�I►�-+E. s C�UBL E SEA L NaTe PAVEMENT 'iGHEDC.ILE SHcwN! VVHEF-e BASED oN A MINIMUt`i G6iz VAL-UC- ->E (o 6-er2- UALUE L_G-SS THAN Io WILL gEoUIIZ.E A FZEVI,iED PAVEMENT �iGHC�UI�E . i EX IAVe-P e NON I Z " x E5" TAPPING SLEEVE AhlP VALVC _ TO BE INSTALLED BY F.C.S.A. w oz� N Q� �►, o w EX IN L 9(D. (;�, BENCHMARK RR SPIKE IN POWER POLE ELEV.=692.69 Ptzop. sTAE31 I_- I Z-E P NoTE �. Gp-rL1DE DI-iGH �T� P(-2-A I N ARBOR DRIVE ROUTE 1000 I °I co ocol \ DfZAINA6E ANP \II o u7(L_(T'i E5M'T. of P.I.N. 64-((A))-159F GEORGE W. JR. & CAROLYN G. GLAIZE 61 ZONED: M 1QQ USE: VACANT � 1 S 44*5416" E 3 72-11 3" PINE pITGH OUT —PF?e?pw,-Ig INV.OUT (000. 04- I"1p O \ 7' P.I.N. 64-((A))-159I GE OR GE W. JR. & CAROLYN G. GLAIZE ZONED: M 1 USE: VA CANT Do'\ \ 1 \ IR--saB___ FUTURE BUILDING \ \ to �\ L-X . SA . NA\F4 . So. -7 m I I \ / p�M1TsoF um) I 6�ADIf4G I I 690I \ loo Ln -Av, — HIG4, I I I TNIri PoRTIN of Zo' 5Ar,J + PoltJT \ 156V4El2 ( Ff�M M. HI o A T 0 \ I To FX M H ) To �E A6ANDoNED. CRES I / P.I.N. 64-((A))-159F GEORGE W. JR. & CAROLYN G. GLAIZE ZONED: M 1 / ` I USE: VA CANT 87. 3 + i PROP. DUMPSTER ENCLOSURE i \ (iEE DETAIL Skl EET 3 of ¢) \ \ I I \ 6g G.o. \\ PizoP MAfJHoI (CA — — - — — — — — I PROP. SEW/IGE it �6 i-------------- ------ 8� \ \---------- //----- TK ---------- �� ---�� = +r \ I \ RF NSF �r �(�OPOSED \ I, -u u �i \ i \ \ �OCq MENT �— DRAINAGE \ �i \ II D EASEMENT I \ ID \� L� i \ \\LOT 1 S�E \\ i \\ IICn �' 3" S RUCEI 690 PROPO'S�DI BY 0 -1ERS \\ �� -- fi82— — I II ii i 692_CD CV "�'�\ii < II L------------------------- ----- L----------------J II -------------- ----- ----------------- II I \ \ LOT I ,69¢ \ P. I. N. �4 - ((A)�', 159J \ \ \ \ \ \ STo�M wA7 �r I II \ \ \ GEORGP W. JR. & CAROLYN G. GLAI�,�' I �� MANAGEMENTI/ ZOAD: M1\ \ \ \ ISN ,ANEE 6 9` em. �:� \ 3" SPRUCE K\R.00' rS54 \ \ \ \ \ \ I \ \ \ \ \ Brick Wall �698 _ I 1 I / \ / DROP INLET R=570.00 �20' ater Line Ism t \ \ \ w 1 (� w '✓ w �' w / TOP (686.31) L=60.82"I w N38'28'33" r� 130.00 _ _ w f - INV. (680.63) w w <�t� \��-------------- — —= =— 114.41 RCP _r INV. (680.46) N35'S8'16"W 15" — \\\ INDEPENDENCE DRIVE \ (VARIABLE R/W) \ / \ / I Grass Median it — — ®— —(� ( _ — (� i ( (� ) I \ CC —_--c—c----�--- // /Ld ' SAN VF TOP(684.5, —�- — — — — — r((lam ROP INLET (((1 IN (673.19 TOP (686.37) INV. (681.15) / / ti� \ /1 I Nnv �'L</ Gag _- I I I, II I i I •/ - / TAP T- e F- I N STA U_ED p5Y A . \I I \\ I \\ �68e I\ I \\ \ I \ \\ \686 � I \ /I 'I ZOO, x O/ I ®i \ SAN. MH. \ \ \ III TOP (687.36) \6& / A SEWER " ! '�� 686 8¢ \y W 0-- � \ o, —� f-—� \ \\ — — — — — — -- \ 680 30 'R.CP / DROP INLET I INV. (67&.8Z)_ \ \ — — -67 ' TOP (684�14) \ 6 \ \ \ \ iNIV, (677.09) / ` \\ \ \ 678`680 _ Z_ LWl No L0 W CD °O Z N •d- I 00 N Z O c•° �In W N }— — � Q = _ Lor, m I z 4- C U) o It I■ 1 U Q O X c N 0 0 >, > c C � o w (n W ~ Q J ^ Q o ' > Q O L� > 0:� cl:� ^��� Lna- Q o �aJo I- O I- W O o~moo Q Q O Z > � O aQQL Q > Q �WQ� 0 Ff�w Z (n < c) (1 Z }W L` p IL o *� Q N w � N z 0 4� L > u p + W -+- (Y + - W L 3 — � W Q N L DATE: 03/05/97 1 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET 2 0F S 004 cast iron cleanout.• with brass plug having a countersunk square head finished grade Panella Model Mimi I L-- square concrete skid pad 20"x 20"x: 12" deep I I aggregate base ( depth 3," ) cleanout pipe SDR 21 sanitary _ sewer main wye 45"bend 6" stone bedding NOTE : Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. ,9E W E F- GLEAN auT DETAIL Per"vss.Dle Tao« -urb -eight dawn � 0 Constr.,ii .Joint to J A tlk•,yoeH a POI Line • c 7M..n al rl he ghl n. WG:%A0 ..�.M+e ** abbePay Lr'e v )2 ld 200 -Tn 8ars 0c um 300 mm c-c -rrwrn o ,2:� r.vm vor width s;dewa0l concrete -over e0 mrn vor or Siderolk Space Permissible ::.nets ctlon Jointo Lne cc 12 00 s'6 . 200 m 800 A/� d U. • 300 - rn c-c TYPICAL ALTERNATE RADAL �_AN RADIAL PLAN ur+w um concrete aver AO .mm FOR USE AT APPLICABLE S-zFET For CommercialEntronce CONNECTIONS AND COMME4'-`K (Heavy Truck Traffic Mticic•Cedf see Standard CG-13 sheet NJ 10 A -e-1 ENTRANCES. 900 Minn Perr.vssoole _ '800 Min 1800 Constrxton :ant a a' vor width O are walk ar n no 8 i e o 0 o O j+f Spec I o ®OJ N 51ooe 12 T lb rimum ' ISOMETRIC VIEW n A I T ANC.E N T PLAN Notes: Curb romp floor io be class 20 Concrete 130 MPo if ;recast) with %,p- resistant integral Jetectabter warning surface covering tr* entire width ,1 •y romp floor lry-v floor may De precast or cost in place)_ The detactm+e 0 175 mm where St'd CG-3 CG-7 is used warning shoo be ;orov.ded by an a■Dosed aggregate fessA. Romp shoo -at 2220 mr+ is the minimum SidewMexceed o mo*.wn slope of 12:L Sidewalk Area � ideiwitof without twf•er strip) requaement to Flared sides of cvo b romp to be poured monolithically with romp floor or by 150 achieve a 12:1 slope using perm.ss,be construction joint with required bors- St a, CG 2 2220 — if romp floor a orecost. holes must be provided for dowel bars so that or C'. 12.1 Moir —""• odjo,ning flore4 sales can be cast in place after plocenioni of precast -s-q t00 floor. Precast concrete shall be class 30 Required bars ore to be •16 v 200 mm placed 300 mAl center to ;t.ter along both s.oes of the ramp floor, mid -depth of romp floor. Minimum 175 rre ftfN THE ENTRANCE RADICANNOT concrete corer 40 mm. ACCCW00ATE THE TURNING REQUIREMENTS SECTION A -A Cvb r p p +ytlroul.c 016 + 200 m.n gars 0 OF ANTICIPATED 4AVY TRUCK TRAFFIC romps wide measured and aid for at the contract urtit rites are cement concrete s.dewa•r and Exposed o9gregate sidewa&. complete-o-r_ce -00 mm c-c Pormss.Ne Curb/cwD and gutter sage transitions od)acent to curb romps are wowed Contraction Joint Slope 12 1 Ma=+�•num in payment for cfD/cwD and gutter. Thtis item may be When used in con}Inciion with Standard CG-3 or CG-7. the curb face on precast or cast in place. 1Ms Standard is to be odjusted to match the mountable curb configus,feo. Curb Romps are to be located as shown on the plans or os directed :y the SECTION B-8 Engineer. They ore to be provided of intersections wtf•rever on accesszeve routelwlthen t+e ryht-of-way of highway facility crosses o curb regardess e of whether s.dcwok is evlsting, proposed or nonexistent- They may be _+'set Curets o/ exposed a99regote sidewalk from pedestr m crosswc&s as shown on plans or as directed by the E^gneer. but Should not be located behind vehicie stop lines. Existing light poles.'re Treatment where width of s.dw%K* or sidewalk hydrants, drop reels, etc. will also affect plocement. space is less than 2220 rrwvL Accessible route a defr,ed as o continuous unobstructed- stable, firm and sip resistant path connecting aft occesslble elements of o facility that con be approached entered and used by persons with mob7Ry impairments. SPECIFICATION REFERECURB RAMP NCE 502 (PERSONS WITH MOBILITY IMPAIRMENTS) 504 WIFIGINIA DEPARTMENT OF TRANSPORTATION rM=OTHERwiSE NOTED. ALL NMENSIONS 203.05 N THISSHEET ARE IN T R T`fi FICAL 5E-ECTICAN `/:DC'T Z';)TIDr C�-12- C,#�8 R-A1�f= FIELD VEF-IFICC), S rl I'AV E-M ENT- 8 I E5A'7 E STc>N E y ] t — 1 O� l�l�• W H I T E _ 16___�\ HANDICAPPED PARKING SPACE SYMBOL 1'-6 r 1'•t'.i"r OLIO STArVOARO ALU'A . - .-- NAl`IOICAAPEC) PArwKINO 9100,4 To:) 1eCA0' "nESCnVCD PA R.rIN 7" \•/ITH ►suer lM• J I Q[NT I i ICATIOrV �Y..•DQL t�C1LT — i 0 3Tt" T Ver- W.Tll -1, tn•• CACrtJM let.AITCO NUT6, ROl.Tt9. A wA9rrFng .IONS MAV AC OI�OF.R[O rROnt it ' GAD 9Arr.Tvr •TH AVC rV NAae-1V".Lli TN lo- GIs-2ss-2,17 13 I 11'y7'11001 STL TVP►C CXTCNp INTO COIvC rlti 2'•0" PAOVIOC WCLCKO VVATE•e TIQ►dT CA► PAINT lix A L rr. Alitl BLACK COrrCIC ZI SAINT Poor f?1AgC YCLLOW --' l 1 11 .J ,I L.1 N AIMVC♦' �•^rT _ _ •apex i I'VI 0' 16 11 •!TL 1-I0-r rILLi wr— � COerC ; `' l la � O 1 I R1 e�le.`•le'- l0•r0 AArIS [A WAY TNr)U � 1 1 j �C I CONC wAgc — — --- L _ 1 --_— HANI7IGAPPED PARKING S1GN AND MAF2I-II\IG DFTAIL I -IM!1 t0 •x • } ►LAlli I I O 1 '• 1's "AK I MU M lf.orl IF -z ley Less TI-l.Aa erT~Tr904 1r ►�-L.A11C0 54G>15 o5#t^ L- L- N o T E-X CSC t b GUR43 F2-AMP dETA1L- 1 C V� SUIL 71NG LIGHT V 1-TA I L- W 0 live) L _ o• TYPICAL- PAVEMENT WIDENING AND PAVEMENT DETA (L— N oT (`e, t— E: LIGHTING N6'Tr::S I E5UIl-D1"G LIGH-TING ZoI HIliH (I oF- So wAT T Z, V15,ii USED IF NEEDED -(o MAIN- TAIN LIGHT ?N 2rrE vNL_Y. 3 No PA P-4 NG (-OT L(GHTI NG PP�PosED . ALL MATEP'IAL To E5 E TP-EA-T E r-::> I-U (`..t B I5tz- l��o PROP. C-1 E 6� n EX. GLADE 68S ��� 685 lU W _ -7 Z W Z 1 u � 0 STO(ZM SEWER Pi2oFI LE 50A L t'. I I' = 50' H 0 P-7- I"= 5' V E R-T. 79 pp.P or- / P J cc c �n w W W 1 X � � Z Zt'11 w ? lY Z_ It W 0 0 0 W No to . I i 00 Z N N _ o 00 �N Z c Ln W 'C rn J Q' I I N 't Q = U-) � Z C O -' Ln 1 1 C)a �x 6�5 clf r' � rn to to Q) o Q) > 6'> o o L� cn t0 mm o I 2 �t PF2oFILE - PP-oPos!✓D SToF-LM SEWER' EXTEN�i(dN SCALE I" = 5or Hoh-Z I" : 5' Iv/ E12-T. J Q 7 � p � Z Z W Ili LU x J EX. rpP-APE \ ------ _ it ---- I-JOINT PIPE N w,� o1 EFz LINLO (� J I , Q 3 w LD W > F- X + Q + N dJ a + + I t WATE12 LINE PF-cFIL—E -76A L E �rrX � 11 F X-r-siN To VIr-Iry l Z'I x 6 '1 View _ 1 DETAIL'- E50AP-0 FENCE Aim-INP DU M P'STh 12 PAP NoT Tn 5GAL-E N r a rm � N J� L I— LLJ r W W 0 Lb Il 6�5 V _a l� 1� N \\ ti Lb \ p Q N +- i + Pr I I-E -TN FLU ENTPAr`le--E 40 _9TL_�ual �L3.__oICNEICS _1RD�rr£IfE 1LSr �'D Sf� H aP Y�/ E L DE L> -�VrrrH_7UTE9_-1!i,Emni7 WFL'D lOiNTS 1•cGw KoIJGH SAWN G6DA!< rL A N IC 5 lei-D'X 114" tsTE E L- — _ 11-AT99 TO irEGG IV E _ -114-" it V'D" iie �2" 33IHGE�j I / GATE T I G•iL'LEDAC fO�,Ts— SArL.ATGH s OrACKETs WITH •"fI MA'�I H rA I it Lt'i frTL . L'oLLMN I I I I I I I DAS E - - stA v e 1 �IG,I c�lp,l I I I I I I 1Jz I I I L__J L--� DUI.MP57EF- GATE DETAIL- ( NoT To SGAL.E W Q J V N J > Q O W > i O � ^� f/ Ln a. Q a. Q � J Li �O O W Q > W O � —iQ CD Q j O Z >o�� a O ZQ O Q J � � Q T(nQU� z>WL':O 0 a CIA 11 I cn V _ 0 CN a r Ls" Q N --' z O Z �� coo �`° Pg0 DATE: 03/05/97 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 5747 SHEET 3 OF 5 Z W O 00 Z co _ N �r� N z o0 ii v.5 �L0 J Cn of T I a, o o L-Lj_c Lam _W -c U X L� �� FLai a 0 L S W o � T �> c - w cn 61 L� Q 0 LU O a _z J Q o IL, UJ Q 0 z o � N Q Z 0 U) W Li Q N a H n o ,z � 0 z O I�'1Y0� Pgp� � w � Q U1 W W O a � Q W DATE: S- Z7- �7 SCALE: DESIGNED BY: Go JOB NO. SHEET �} OF S I oA (Mo ) J J G� 5 N (off 5 r 1-0� 0�0 n p l�85 C�i h gs I/ b8o �80 Ep� (o%� W i b75 J Qr = 0 o+� Ifioo zt-oo 3t-a-� �{-+o0 5too SAN I -TA Fz`i �i E WEi2 1'IzpFILE SCALE I = Soy HofzZ I" = S` VEt2-T. 7c� I ('PoPo`�EP �L11(PING EJCI�iTIN6 GlzAD� � �P bay ��,--- ----- ----- ---' �p,� VER �� (� Q z �I of `}- b75 gZZ � � Ott l+� 5�41•lITA�'i LA�T�f2A L PI�FIL-E SGAL[✓ f--IotzZ. VER-T P RoP. t2-E LoGA Te P WHITE PINE i ('�) (oTA I.-) P P--OP 2 -1GA P- MA PL E f�P-aP �UGAI2- MAPL-C- o \ t�A FL \ \ Pf�vP. m P�Pl f'�I'' 'o SL-1GAl2- a) SUGAP- e7UGAF- M A P�-E� i MA PLG- MAPLE i ;' \ 41.. 4. �, + �- C� Z 00 LANp1iGAFING GALGu LATIDNS z N L7 0 W PARKING PA VE P A IzE A lal -71+ Q. FT. -J 6P-ave I- A P E A 13, ZI% Srz. FT. Q =� �N a ToTA �- Z3,'231 SQ. FT. Z c � c Ij oIt aUll-DING AREA PP-ot'o5EP IZ, Zoo �i4. FT. W o c °- X FUTUFz-E (a o0o Scz . 1=T C-Dco `� F To-TA Z, zoo SQ. FT, _ co W o -00TA L LpT A 12 E A = 5-7, 1 zo Scz . FT. 0 V L > 0' � o wm C- 2-EEN AREA REG?UIFZED = ZI 780 Scz.FT oiz Z5-/ `` GREEN A F2- E A � 1 + ; 1 I / 1 \\ f A RILIN G LoT PE R(M ETEfz = 1 SHA DE TREE FELL 40 FT P E R(M E TC- � = 7 / Z FT. l <2 4 o FT, 1 I 1 \, I PAIzKING I- T INTERIOR LAWPr ,GAPING = A to SPADES = z -f FL cam' 1 + I PE 6 E L _ — 688-- — — i E E S {� 1� I + �L, rzE LocA-re�W/ 1 I AND P-F LoGATC-D -TR-E E S = 11 TREE 5 I -f 5 I 1 I P��oseo TIC -ES = I I 7R-E M c s / I G L�' F I N D To -FA L- TR-E e- S P p-o V I P e D= z Z Tt2�E s AND -I GP -A aI N I = � / PAV EMENT � I I I P►2-CP. SU G �4 R rit A P L E S - � MIN. GAL I PER oP I I <> . / 690 , P �o P. P-E [� M A P l.. C- S - 7-.- Z / Z A T �EX PINES �- \\ �� PFbP. RELoC.•ATC-D W(-(iTE P(NE S / To (3E - l l TIME of PL A N TI N G EX.PiNES \v RELo6ATkCs i EGA i // J 692 \\ i i I o7 A !- 7 (2-E E 5 P P-o Po S E D = Z 7- -TR-� E S \ I I 690 Eiz-o�jlvN AI4P SEc>iMEN-r GoN7CZ�L C-oNSTlz-U ION ENTP-ANLE \ I I lP IN LET o T Ec- T ION O xSILT FEND E 1 + rti+ _ \ I O VN x \ 12ED MAPL-e; \ \ LII I \ I \ I \ \ CQ It i 692� i \ \ \ \ I \ I \ L------------ \------------------\- ----- ---- -a.� -----------� ----------------- \\ I \ \ I \ I \ \ 6, r II \ II \ I \ 69.f I ` \ I I _ w w— J _ w w --� ri ri I1 - - - - - - --- ------- -- _680 \\ \ \\\ 7-1 /// IIV \ \ r < \ II I 6 \f�• / / `\ \ \ DATE: 03/05/97 SCALE: 1" = 30' DESIGNED BY: MDS JOB NO. 5747