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HomeMy WebLinkAbout27-04 Dawson Industrial Park - Office Warehouse - Back Creek - Backfiled / r Nuuarmr/ra uii NNvi¢"• :xreaa�, NicruioNayanhrN.iirr //fir/ riVs/ - J s✓/ii / ... /ry %f N,v' , f > r/nsaawii. .ma a/r'/i' nrciru•,au„Nv � r / P ✓r/.N: .; rVl.VvsV/ /irr �'/lrVtiii / ,:• r ./V /ViSVi/rY/v;r/ VV)Virs H ViV• rVa' %/i-.ii. ,% /�/: ir: r/.� /.V/%' ./ /. ,Wr N / % /ram" ! N d . � d ////,ll////,///N1///f/////per ✓ly/ � r / / �r"r'�" b // �yY//,v/ J 6 / I N •W y 1 % / d /7 / 4y 2, y % 3 '/i 9i � ? ')y 5 / G .✓ /Lr ! / E i G, � /� ., d � rr / - r. o ./iy , �. 4q art✓ i Y �. ri r �?.. G' is L i• •0r/� y 3 � � � '4, r r / • „ /'. � s G S � � 4 d /,i : 1 � y r j g ' d y d S i �t ?' G r ? :/ /y /n/ � (. > � f. r d �' r r d i!'Iram:n 2 i 4i ✓ / r. � ��. i d. �. /ArrietGiii,; yr / / / d % r r � oiiiuui � f�. ! drii.:rn/. 3,, r r :rr .; r. / / S. �i//.. q 5 ! !, 2 G i � � / Y •34 f % i G $ y d ,;. :i K✓. 1/ / .'rral, i ti. G %r ?' / 1. . . 'A d' �. r i � � P 4, v. , r r v !p '% hL 5 i ,/ 4. S � ✓ N. Gj ry. 'di, f dfj., Pi•. ! Nr �/ 3 r r � / p � irr. '✓i N.xuu/ „ri r • :. J 6 / f / �. � ... .. •.. u, P ., d 6N r �.r ., irr „ %/. N yin wu. raa�+' c✓r /..% as a<- :v eeNaFrN p// Vu � rir)- i djar > �/V) /L/U� SD/ G/c/ V mar ,Ia Qj ✓M/ /./,b/%% 9 r%19r' � /,N /%. � � �r//N �,i'S/N .aU ryVN� /N/ Gr.NV,vV $ `ry/iN.nr' .. LrN•• '�%m %W/r) �f/n � c� ,cL � /i % .cN wa;r .r�fi'rrr' ,/d d /,% y � � 1 CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the b in accordance with li f r I n specifications for all work to e completed facility read or use. Unless otherwise noted, sec o A Y Y Virginia f The p it ini Department of Transportation, a Ircable Standards and Construction Specifications o e V g a Department of Health, Frederick County anitation Authority and the contract documents.g 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field, by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4, Any unusual subsurface condlitions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All graainq for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation, EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in whicch areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in 1pro ress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection byy the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a waterti ht plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the Plug eighteen �18) inches above the ground. The top six (6) inches of the post shall be pointed green, Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permonent meter is set they will require: 1) the frame and cover be properly olignel with its meter box and yoke bar, 2) the frame and cover be set to final grade of 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 contractor's responsibility to have the meter box installed correctly. 5. The Frederick County 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. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap.. The contractor must make application for and pay the cos of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two2} years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S, Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04- C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-wa . 6. If required by the local VDOT Residency Office, a preconstruction conference must be 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. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time, VDOI will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of o construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work, Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement markings must be installed by the developer or, at VOOT s discretion, by VDOT on an account receivable basis. 18. CC-12 Curb ramps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. r. , • ` y ,� ",. ,. "'..... :;. � ,; .,��,. "c;... 'r\ .' I �., III }► -1 s t h 3 i N t , f � rV NZ,;.r it7.tited. f-rci h T0PI._1I I190r 4� ilr flr�'4 Tet. F`furlurt�.nl7s t�rR �4F4T.tU��o.r_•r,tz1; gilbert w. difford • i •' - Greenwich Fredericksburg, Virginia 4' PHONE:• i ,i898-215 Vicinity Mar) Scale 1 "= 2000' M. dsSOCla.teS, fr, Surveyors •i North Cameron Virginia•• iy r,• rig• SHEET INDEX 1 COVER SHEET 2 KEY MAP 3 j SITE DEVELOPMENT PLAN 4 GRADING & EROSION CONTROL PLAN 5 DAWSON DRIVE PROFILE 6 MISCELLANEOUS DETAILS Owner/Developer: C. BRUCE DAWSON 1 - INDUSTRIALRIV 1 0 A DRIVE WINCHESTER, VIRGINIA 22602 PH.: 540-869-3951 FAX: 540-869-4988 i�;1 At S 1I' ' PI--RAf4 "WVED 5,2 Approved by Frederick County Zoning Administrator l ° F Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: Sheet Number. 1_ of 6 P�A H pF� ALD A. MISLOWSKY, NO, 020674 fJ! II �! ) t ! N 1f (! tf i\ ,�• ) i_' "r t p T.M.,A-801 f_ LEGEND.- o �, ! J J 1Jtltlltf J OI IRF tittifitII�! '. '` �-" BLACKBURN LIMITED PARTNERSHIP III f/I ! f/t f / I !fl ifdj/! 'r� I f ( f JI JI rS / f ( ZONED: RA �. t J ( 1 f I r / f �,r11 IRON izOD FOUND � � I r:. USE: AGRICULTURAL f ( 1 i / d � 1 ! / i i!tlIllllfJl �{~ `!x � � - ..._.. --�•- _ VDH MON. CONC. VDH MON. ' ,al f t J !# (( / �I J #(1JdJiili 971.42 , N41'25421 �' fJ ! 1J f ! / J tJt !(!Jt%! 4S r /� ` _.__ - _ _ _ -_ __ : __ -� _ _ _ i i J M1Lilai124�i 1 A, �.h 6 �i s .A ; �✓� 0/H UTILITY LINE ft ! f i f ' �` / 11gj!� fJ i{ JIIPJJlfI �J '7"`.� -- •- �:_.. _. r�'rrµpt�.-,t......A,.I...h,-A.-1,..,•t...�'.."".,�1...%e.-h-•r?-„a,,..+*..A-x...'..."t..,AHh...�.✓ti..�'<_r.s�•.'•..A.,.."..,,t�a.1�,.J-. l t ! l! I d d t1llJIf!])° Q r ! 1 .- , '�WOOPLINE J 1 ! / JI I/ !Jf fflill f I fI } f ! I J I / / fl ff i iiIljJ ( �� All °r � _,_4 � it it 1I111( 1 i - � - EXI5TING FENCE �' t ~- 0- � •. .•, c3 .••. - _ 407.84' f i I 171 /� � I f (111i! l'i ! t i *3i I ^: � �` ••• "^ i^ � € !i , `' 1 ► ° / 1#tJ/tlq i ; ! i f t �� �� .may : • ..F I f Y IfJ f f r 1 r )tit! 14 ! !! t tl f r +! ! i ti�� i � �•r,, ffi I f � � � � � J , IIlItJf!#(1 ! ! °''� { � ' ,, � � •� '--�- ,, . y.,, J �-- lii t I t f fill fli/lltt ! E �9� v.� �,3 i-`;=• �`/ Jit ! 1 ! f ! 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LOT 3'-' if lttlll". i t I rr4 ! i 1 / 11t1J°tell ! ! f r}J :'ter It I i { ZONED: M1 9 • VF - fit l' 1 !l l� f rllrftrt}i!f lr € sl � JIf 11 / t J f J,'ri{!ill'lifl)I11/1 1/ j! } r USE: VACANT = ' . :.., 'l 1I J ' f 1 0/111lifl111 1 �l/I i � �4 TMP 63-8-3 _ I I' •. f! ! / ' l l I t! l 1! I O 1 s t r ! J 1 t lI/i,l I, f 11 { 14.6128 ACRES -k'- f!I1 JlIfi f! I OhIJ / 1 ���' f t f l 1 1 % 1 /NIJI i i l I � i t � •,� i I 't ! r I(1!f'1JltlIJ ! lilt t ! J 1 (lllitit { l t { - • f i ' IIi!!i { I ! f l + ,` O _ _ _.. - -n M f P J ! J if t ' 1111II Jlt t 1 t t f J! Ii J y^�` `t rV'• by 1 -n X 1! 1� 1 II i f!Ji till f{ t J ._ 1f tl / l �tJlitJ! Il � ((� /lJ11IJ'lditl 1Ii/Il !f {{ fl/ f ' lJlIfIlIfJl}j}Jliltltii f� {) ff f! k J(1i 'Orn f 11111111t1 1 t l If i t f1lIMI[l a f { { f J 1 °° ) � ~~~ - ; :� rr�s � ..• � Z f! f! r I tfIligt11r!liifl f t Il! t } ! 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I I I M �.. -T_ _ t l tit�> fill l € _. w __ -- _ - THIS PARCEL � �. r.. + -.-.�# ' � � •,�, I t. :U � 1 ......._ � �•. � 1 l!I 1 ft ( rl � l €i?f{1r't i t i f•' rr WOODS It ftttlt i € J� ° .-� I.. _ if I;11t (t 3 / ,° , - & B R U S H / _ �t f i l€i7?i I I rr' t}. t�0 �� 1 3 •l. s.. t t l ! f ! 1{ tIf ' REQUIRED ES- 9 ' C ° r i p C l: lip i J it it fJ11 € € € - i f I i It t ! r r ._ °`) % /w. OUT=783.50 I - I I - _a �� - ., ,1 J Ilr i ! t 1 'Iffili i€ J ° .w.. 1 \.e r Q_ x r - r 1If lilt I I t i ± t If f jl i ! � / �' � - �s � W Q, t I •, -•-i ___- t l Ift t J if it a filtitill Il{ f I r f Pt){)l{Pf i 1 f ./ ! ti t �� �,.•-" j ;•��� f:�� � .._... _.._ .� r ! ! t t t I l f t I l)I1fit I Irl f i I I '±lift! t { 1 �tjt111jf { { 1 ti 1 t P tltt f f EXISTING DETENTION POND If tt i I J ! I rr r-` I t 1 ( I f !rJ .�.�� Aft_- 1 r I f ) I ) t ? t t t ! !r 1 r� r'' t� 'i ,•. Ill { II i f !� f{{fitlli i 1 ° rf / i i ± ! { t'fr±l, J I 1 r rr° } in.awrae6�►� _ �5 f -. •z • i 1 I rc a m ! s 1 �✓r LOT #1 X 1 Z.7�97-7_ACRES _�•____� ,. Z.ONE,D: -M1 USE: OMCE PHASE 3 MAX. BLDG. HGHT.= 9 F'T'. PIE 2 € I € 5, tf so. FTonx''g Imo, BUK TIGHTv 35 IT i t € i EX. (TaffICE' MUII`IG F. F. FLU, 790.50 1 -t 11,18m S0 , FIRST ?�mm. 1' s YU41 B,iLTT1 TIG HE[GhT = PA Ft". 0 1 ILL ::'ji F 4 f vs. MM f f l € i' { fit tI f € J { 1€r1 f i t ,I t _ i I€-- _ -,x _ - �- _.,� �_� __ _► !+ --fi _ -- i tit If I ? i � _ l 1 �~i { ! f 1 j f f f t (€ f � I., �+.�--• �. � ��a�.� � � ,_; i ) %..1 .+..a..1`„.PW-27717 ' i �} ! .3 ,� h A h l�. �:_Oi__.t.1+,.1,..+Y•.,7'-„A.,-^-�`J4'`%"� �- t t "\ �,,.1 €Etidid VDH MONK r - -- __...__flr_ _" - ; �" _- _ �._ - ._._..._......�.._'ati _.._,._. ,_-.._...�-_.......fL?..ti ..._._, t...t-°,...I.i•-..��>"i•-- - - � � ` � _,... - .•;�!'!r..n+... .. it � ,'�` � f �µ _... ' .C7�... ••�.,„' ... S43°08'28"W - "�".e "OL-0Ww V0.4.9. s)O• r , _..-_.....-. _ J- F - t _ -� ,.. -.�, __ t _ t _ �__ - , r___ xr_--s .• m-ra r._ - -�.� _ w - -.- _ OAP 10 ri. . SHAC3Y ELM IZ � � ,€ P05TED 35 M.F.H. 5FEED LIMIT i ' YAK 5ECONDA 11651Y ROUTE - _ -- ;;- _ 3 - _ x rrr-?y xa;^ . •v.. - rr _ _ =e _. r r- . .. o m t� `. v 1 ¢ �r Tr s i• .__ _ _ _ _._ h� _�_._. _ - _ _w _ _A1��A�i.�•Y1Fl�TH"'� ry \lO� i' "k3 ' ff r { 1 4 ' , i 0 ( -. .....,.. ..._-. -.._. 90 r ..- _._..._. ...., ...- ».._.- ...,. -." ...•. _....« »"...- ._.. v _... �...... " •.. ..\ ._. _.. �f r ^- .-..... -, ..,» ._ - - nv 7 d t € P It i I ? f!J I ' '_ -y y-,�y^✓,Y• �Y`r r r ( w Y"� -.rf �e 1 _ ;fl , tiY��` Y r •t r' /i"�_ - t�� .� �� �r/`'7 t' _ _. _. --- , , %' �, ' ' , / _ SIGHT DISTANCE=5QD • - 1 v r / �' 5 - 0' y,/' S1GHT DISTANCE .a till € 00 /° A �`� f r 1 € 11 fit t it .{ 1-11 3 QG h 01 7 Oj PROJECT SUMMARY -PHASE H and III TAX IDENTIFICATiON NUMBER - • - - -- - - - • - _ _ - _ _ _ 63-8-2 ! TOTAL PARCEL AREA ------------------------ 5.95 ACRES ZONING....................................M1 ADDRESS DAWSON DRIVE CURRENT USE ------------------------------VACANT / PROPOSED USE •--------------------------- OFFICE/WAREHOUSE EXISTING LOT AREA------------------------5.95 ACRES DEVELOPED LOT AREA ........................ 5.95 ACRES FRONT 75' 107.5 ! _ I gib" SIDE 25' 101.5 I REAR 25' 160.0 4- BUILDING HEIGHT 60' (MAX.) 24' i - OFFICE AREA ------------------------------- 50,000 SO. FT. 4 STORAGE/MAINTENANCE AREA ---------------- 6,550 SO. FT. TOTAL BUILDING AREA 56,550 SO. FT. DEVELOPED LOT AREA ---------------------- 2.57 ACRES (PHASE 2) N DEVELOPED LOT AREA ...................... 3.38 ACRES (PHASE 3) TOTAL DEVELOPED LOT AREA ................ 5.95 ACRES - LOT AREA DISTURBED ---------•--------•-•-- 7.15 ACRES :- FAR ALLOWED .............................. 1.0 - FAR PROVIDED .............................. 0.19 MINIMUM LANDSCAPED AREA ................ 25% K796 S.F. LANDSCfAPED AREA PROVIDED--------------- - 86,112 SO. FT. =� -E-d_ PAWING REgl11REn PROVIDED PHASE 2 PHASE 3 PHASE 2 PHASE 3 S fyll OFFICE (1 SPADE/250 SO. FL) 32 48 WAREHOUSE �`-'--- It /EMPLm`EE) 8 12 40 60 42 59 TOTAL IQD -r ' 63- A-58A TOTAL SPACES REQUIRED -----------------------100 = CENTRAL COCA -COLA T1�D� SPACES 2 2 121 2 ' BOTTLING COMPANY, INC. i 3 3 �. LOADING SPACES 1 a 905-• PG`568 r r,�--f)B- r f' ZONED: M1 r PARKING LANDSCAPING . USE: VACANT PARKING LOT PERIMETER -.....-•--------------- -1250 FT. . I PERIMETER TREES REQUIRED---------------------31 (01/40 FT.) PERIMETER TREES PROVIDED---------------------31 INTERIOR TREES REQUIRED - .....................11 (01/10 SP.) $pp-' INTERIOR TREES PROVIDED .................. :.... 11 TOTAL TREES REWIRED-------------------------42 -_.-TOTAL TRES PROVIDED--------------------------42 ✓ PARKING LOT LANDSCAPING REQ'D---------------- 1,570 SQ. FT. 0 5% rr' .- PARKING LOT LANDSCAPING PROVIDED ............ 3,516 SO. FT, � ` EX. UNAPPROVED PARKING,­--__NOTES: TO BE REMOVED j` . `'-1.. ALL SIGNS INSTALLED ON THE PROPERTY Will COMPLY WITH THE - REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al17.1-92. 4.N0 STElEiP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. _ . 5. ALL nRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FiR MARSK41 REQUIREMENTS. f 6. ALL UTILITIES TO BE PLACED UNDERGROUND ✓� `-J.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPE OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:21 ;� fJ 8. HANDICAPPED ACCESS SWILL MEET ANSI 117.1 SECTION 4.1 r t 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 60. MAX. SIGN AREA= 100 S.F. PLANTING SCHEDULE V\ - - -BOTJWICAL "�, WNW NAME SIZE AT TiME OF PLANTING SPACING QUANM QUERCLNS.,PALUSTRIS '�. PIN OAK 2' CAL 0 6' HIGH AS SHOWN 22 AM MU RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 13 KORNUS FLORIDA *FLOWERING WNW 2' CAI. 0 6' HIGH AS SHOWN 4 .`n AFX CRENATA *ur HER HOLLY 36' FRIGHT 4'-0' O.C. 115 �` rr SING REQUIREMENTS ALL DISTURBED PEAS NOT PAVED WILL RECIEVE AT A MINIMUM - -" 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: { 2-3 LBS. MART N KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL YE PER 1,000 SQ. FT. i 10-120 LBS./MULCH PER 1,000 SO. FT. 1 '4 FERTiUZO04 REQUIREMENTS TO BE DETERMINED BY ONSiTE TESTING P%FORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LI E SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. 1TE, 6-m EDiT104-ESTIMATES *is BiTE AT FULL LOP! WOULD GENERATE 349 T.P.D_ L 18E CODE:110 11 1 / t i t T.M.; 63-A-57 T.M. `163-A-61 L. GENERAL ELkCTRIC COMPANY ' s ` ZOigED: M1 1 USE: MANOFACTURING REVISION TO ORIGINAL SITE PLAN SP-54-00 rlr rl€ ��R.4�H/CSCAL�� 60 ,r0 0 1� 60 120 ( 1I1d fE& 1' `inch 60 ft. � I \ / i 117_,� ::� 10_7> IC, Q w cn �w- w � Q c� Z Q = z O o o z o a- CD Li 5 tl1 z v) Q o Z cn m W cn C' ¢ o cy � o cw' = O � w w (1)w o w U) o z 0 Of o C) w 0-L,_,00 o w a_ o LLJ cw o 0 U 0 0 V) w of w 5> of > w Or-'W > w �CD CD �0000 � --- QN C,A �'`• N N N r) CIA 00 N �t tf7 1� Mm M •rl^ <O 406 411 > LL 0) w m OD L C C 0- c ats J 4"' m *Poo 0 w Qp rri ~ v J >LLw 4 J \Y O J .1 $ z xw Z w owv mow r c� o cn w .) C) r0} c� LL. z Q a Q v , aw``' IL 00 SCALE: > "=60' DRAWN BY: JDS PROJECT NO. DATE: 10-12-00 SHEET 2 of 6 Culvert Summary Storm Inlet Summary 1. FIRELANE MARKING SHALL BE PROVIDED AT ALL 4. PLEASE NOTE THE REQUIREMENTS IN TABLE 602 OF 54' R/W (DAWSON DRIVE) Culvert Inv. In Inv. out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. out Inv. In. Top Elv. Type L feet FIRE HYDRANT AND THE F.D.C. THE STRIPING IBC FOR EXTERIOR WALL RATINGS OF THE 1800 S.F. 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 - CURB PAINTING AND SIGNAGE SHALL MEET THE BUILDINGS TO OTHER STRUCTURES. 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -36 8 REQUIREMENTS OF THE FIRE MARSHAL. 5. DESIGN PROFESSIONAL LIC. IN VIRGINIA SHALL SEAL THE 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 DI - 1 - 2. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 3B 6 STATEWIDE BUILDING CODE AND SECTION 311, S(STORAGE) AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE/2000. OTHER OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 CODE THAT APPLIES IS CABO A117.1-998, ACCESSIBLE (SOILS, CONCRETE, STEEL ECT.) , 4». ,�41': �' , 114":1'_ 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 3B 10 AND USABLE BUILDINGS AND FACILITIES. �, ,. 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 3B 7 3. ALL REQUIRED EGRESS DOORS SHALL BE ACCESSIBLE AND 8 796.5 792.5 152.00 24 2.63 CMP 8 - 796.50 - - ES - 2 - AREA OF RESCUE CAN BE UTILIZED ON THE LANDINGS 4• 1.5~ stil-12sa 25 �r GRASS SHOULDER 9 793.90 793 80.00 15 1.13 CMP 9 - 793.90 - 796.17 0► - 1 - AT THE LOADING DOCKS PROVIDED THE EXTERIOR WALL a• 2r-a IS FIIRE RATED PER SECTION 1003.2.13.7 EXTERIOR AREA UD-4 TYPICAL C8ext 788.3 788 10.00 24 2.50 RCP 10 788.00 787.80 - 793.50 DI - 1 - FOR ASSISTED RESCUE. CG-6 CHANNEL UD-4 & COMBINATION UNDERDRIANS 10 DITCH A 787.8 803.0 78150 796.5 182.00 540 24 - 2.36 1.20 RCP GRASS TO DOWNSTREAM DROP INLETS. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. ONLY PHASE 2 WATER AND DITCH B 792.5 790.5 190 - 1.05 GRASS SEWER LINES NAVE BEEN TYPICAL ROAD SECTION - DAWSON DRIVE 54'NR/W- 1641 TPD 25MPH APPROVED ON THIS PROJECT. w w 73' 18RCP �CL N) @ 1.037 PROP. ELEC. 4" COND. 20' VERIZON VIRGINIA INV. INV. IN 797. 0 OUT-� 796.85 0� n.; or- c; 0 z 0 U w z z 0 U w U O Ljj o W J ck I a � �LAJ z "c z o 4' CD � J Z 0 0 O � LAJ 5 Q c) ¢ J w to U Z Z w C/7 w t _j Q � ir ���¢ Woo I�I w-U co W Soo �,wf3 w> V) w 101�: O o w a w W z W O r•-- w w w w 0- 5 EASEMENT ES-1 REQ D EACH END o 0 0 0 w o 0 v `fi�(�•'r 1 •f , �"" r^°.`•. '"••.. `..�, �'V'\,��r .,� �. 1.---•.,�, h R � �~"t �``s \1'� fit' r��"•!'r�h' /^..!' �'r•a\ .'t!"• /"...,., � Q _.` V �,,""`Y` �..»'` �r.•-"«�;.--..Y t:�"`�( �''�c�..w•'� .,�'.."�` �°."'S� }�.--`4 .,�,'' '� ``tR .•,t•-`"' '��". � c 1� � Y ''� {`' �'; L'" ,_,�'""'`� a,o`•`� Y j,•- ,� �._ .Vr . � 1�,.�..,�,.. J .t,._.,,1'`,,,..,�! 7, , •'fir � Y v'- t � , tl�'_�-',�r Ym-.'' �..�; \ t,,_ .��/._ `� . �� P -� `�`�`� , '���'° I �� � �� � ��� ALL SEWER LATERALS W W W w z W w TO BE 4 DIAMETER a } R f R _ `i " g y /�,� (`['��/V _$ %tt`. �•.. �. �`PARl��FJ 1...JCIDRSCaK._%t•..r'`-_....�'e../�-..✓��'�.....rf t.._../ `...,.+'\,�.,.... �`'^....•'�\•...., iw. rt......f •ti_+"`- 4.,. -....i ....s s_.. �...�•`'t..... .-. �•...w`^...�•/�•✓� ......+f ,.,.+ �,,.,..•• �. .� ..._.. ° 1......__.....,`•._.f L...>..`+.../r t,....= �..„.✓1....r._.,.''. %� \ `.,,._,.f-4 .�t� r'�\ ,+'�,•.,:('. ..T«ti �^ ,+•..%_w✓'tiw./\ "'w.✓�,✓ ...._✓ t...•s "+.....,w,,..... ...% - �" TE - UNLESS NOTED a �. 699 38 N 00 � M M M r TI I Q�% J I I , �.a i w 0 I O cal � ' 25' B.R.L. 75' 18" RCP CL N) 1.0% - �.. f z ( y INV. IN 798.75 25,a 23.9 _ ; ; OVERHEAD ELECTRIC SE TO Q g INV. OUT-, 798.00 1800 S.F SHED " ` F SHED ' 120' VERIZOO VIRGINIA EXISTING SHED TO BE RE�OCATED ES-1 REQD EACH END 1800 S• I EX. MAINTENANCE BLDG WATER OR SEWER r`r. F F = 800.50 i I EASEMENT NO PARKING AREA (IF REQUIRED) j� SERVICE REQUIRED SERVICE REQUIRED I UNDERGROUND WITH DEVELOP - FUTURE - TELEPHONE PEDESTALS AND RIPRAP-/ USE: STORAGE r _ _ -USE: STQRAGE: ; ; MENT OF PHASE 2 IMPROVEMENTS. w--,. . C> g TO BE RELOCATED AS NECESSARY. �- ( i i f _ ___N 36 SPACES AVAIU�BLE_ w_ ___.. _ _ - I, 00 k ? I i t IX. CONC. I I `� y tfi w r 1 r\ I PROP. TELE. PROP. TELE. 6 TRENCH DRAIN I I 6 I TRENCH DRAIN; I PAD I � As > LL PEDESTAL PEDESTAL i REQUIRED / / ISM• w v ' I I I ( R� UIRED [ >~ ( i ? GAS TMKS 1 R O P05 E {� IX. PARKING STRIPS 1 1000 GAL i .'� � �Q 1' � w EXISTING PAVEMENT AREA TO BE OBSCURED DUWNPSTER PAD / UBL - I L0 I I ° o w U t 4 BARD FENCI W/DO E I > g g LOT #2 I�.79"?7 I ! PRO-F.H. ASSY. R PROVIDE PHYSICAL BARRIER TO SWING GATE AC� I QPROVIDE 2 BOLLARDS ` o N� `� � PREVENT VEHICLE ACCESS TO UN - PRO►. STR 9 PRO-F.H. ASSY. I I I k" z Z o �N I 5.9�-��, �� A�, J' DEVELOPED AREAS OF THE SITE. TYPE: pi-1 PROVIDE 2 B(MJ ARQS / / z0NEP: M' `k W : Z `f' c (TYPICAL OF THREE PLACES)co (- %o/ I i15E• OFF[CE'r_. a C>! w RIM= 196.17 � cn � O `'-' � { 1 p• r- � r- W c f M I I I TMP 63-&-1 � ,. � W� z �� � j i i o I W I / X 12' I , r y �` O fL < O Q - - - - - - W x 20' LOADING AREA - - - - - - 80' x 20' LOADING AREA �� ' _ cu I I v a ~ w w d L z� � - - J l- - J �, i ES-2 AND o o ``' cn EC-1 REQUIRED �, a W� o L' O • I &a x 20' LOADING AREA - - - - W x 20' LOADING AREA - - - - z W i I Ql_ OfQ CIIIQ � I I L - - J l- - _ TRENCH DRAIN ( '- I Uj o o n ,�,� v) OVERHEAD OVERHEAD Oven M OVI AD ovERHEAD OVERHEAD ov ffM WMEAD a N - - - I DOOR DOOR DOOR DOOR - - DOOR DOOR DOOR DOOR �� i ;� I T ° 4 on A fV0;iI AD OVERHEAD OVER10D OJERt AD OVER M OVERHEAD OVERHEAD OVERHEAD OVERIM OVERHEAD }� I N Cl Wcil o © o a (a Im y ; m DOOR DOOR DOOR DOOR I DOOR DOOR DOOR DOOR I DOOR DOOR 2 f I I 5! I ' w w w w w w w w l ROOF DRAIN I cr cr (� I 1 N 2 00' CONNECT TO I I _ - ___._ ..___.._ __ I_. W ds E. I1ZO OSED I EXI LNG { E I I o �, j E T 0 9{ I EXIST. STR 10 � 6 I o o I o f�� I. 3 PRO 05ED OFFICE/W I`'EHOU5E PRO OOED OFFICE /W I�'EHOU5E EXI TING I � I � I TYPE: of-1 N � M Q � � � � � �w� { v I �4 ct� kr> �t o �r a r, OFFICEIW REHOUSE 10,00 5Q. FT. OF1=ICE/W REHOUH 10000 50. OFFICE REHOUS NJ 1I� i °D; �-L- I �A tY I_ 10,0 5Q. FT. F.F. 4.33 F.F. 03.33 FT. z ,II%'.,.r{ r ' I 10,00 5Q. FT. 10,00 5Q. I N I N F.F. 4.33 I F.F. 03.33 I F.F. 00.33 a Q }g + _ 77 ,. k t�1;I �.�r {1 c I A 1 ' f POLE MOUNTED HANDICAP PARKI G i - -- YCEYl !°Y �I GSIG(V 9- r A 10 x6 STOOP j -✓ ~ j�-I SIGNS INSTALLED PER VIRGINIA cN / 16� » » Y o J TYP. OF FOUR STATE Co SECTION 3 -99.1 t "' ; 7Ft ►' { T AR I N - 8 21 B 2 S M - 2A �' Z a DE SEc 6 � , ��, ,, � , I I FRON, � K G � 3 �� w Z \ A I I I (TWO REQUIRED} 4' SflNER UTERAL I I j I.,,r I I ! f I 1�_w o z - LOCATE TREE PER 0 ER N I 4 REAR LOADING AND SIDE DRIVEWAY = 50.00 50.0(i I F.D. CONN. 50.00 -�w 50.00 g W. �, I �' `� ! ,> _ > Q W I I �.�� �.�, ., , :• ' �.�, �.�, �' ONE 6' SEWER LATERAL TO ENTRANCE 8 21 B 3 BM-2 ; _: ; o o ECL - • - �0.00 50.00 I f t c I _ t61.9 I WILL SERVE ALL UNITS (OR APPROVED EQUAL) ��a✓� :.. • 4 1 �• CONCRETE . .. •• i TYP OF FOUR WALK iI i I; k r`II„ t i I CaJ VIRGINIA I 1 RIZON RG I 0 O O [ •tip J I 4 - 1 .. a-' " i. _ Z _ I may... 0 � S [�yAiJC:: V I .. - . + • :,; .. -, .. • . '..,1. LIB - l- r > ., EMENT 20 WA IX S LAID T 2.949�. V i ! car PRO DE o AC ESS! LE � I �. 28 I N LA AT 2.15% , O S P C U AND S �, , E EME T H NDIC P P KIN 7 B..L. 75 �.R.L PH I I Y ICA - 2 T _ A ES BAR IER 1 sP S _ _._ _ _... I r I I a, PRO-F.H. ASSY. 8 $ 8 ca I CONN CT TO I j 1POSED SEWER L� �--- 18' PROVIDE ES- i PRO. SS ,uAIVHOLE 2 [ $' 8' j_LI PRO. STR 1 p i I _ ; 1,' 6 DI CL 50 0 100% EXIST. SEWER MH 1 (" V PROVIDE 2 BOLLARDS w _ N PRO. STR 3 INV.=79555 �� I IN--793.45 8 �' Rll 798.40 ( EXT.QSEWER E AND RIM= 795.00 `) N ^ o TYPE 0I-1 IN PHASE N i Plj I I' C 1 REQUIRED INV. IN- 78720 2 { { 1NV. OUTIM.2 I I O JNV OUT- 787.00 PRO. STR 5 t i I RiM- Sol. 5 N I 9f ,�, I - l -- ` PROPOSED 6 ; SEWER LATERAL ,� w I I EXIST. STR E { TYPE DI i _ 1: ` S 3 20' WA 8 S C S ?a _ 1 a - - - 1 `� ; , III IANERT W AT BENC1! 787.8 EST. RIM= 801.70 �\ ( _ 1 `S A E 4' W 1 S P C S �„ 1 34.5 1 I NV. 790 ES I CORE DRILL NEW 1NVERT j ASE NT Ji_PP Q0 _ KQR K S r CG- i T .,� ,._r3jj"�� ! ............. .... ......... •.... .... `, �'. £)° E,'7 t."1.' ..� T� ? ?-l.5'�7 ._J.i ;..- ..:. ,. t. C .,..i'4.. L^„) .,,,: C ...'4.. ..,s:��'7s� «,Y•.. ....5 � �3'"J'y�i'i°.0 � '�` +�„ .r �'7 tiJ' %�`.'.-" �J.J r�»".7 �''.� ...A 1 � g.g. 8 S S � : � __ r7,rr -•,, t _..._...._.....__......._ __.._...__..__..._._. 238 FT, - 8 0r S! WER @ 0.65% -----_ C2 82 Ff - �" SEWER 0 2.15% W - 2i I DRAINA�U IXISTIN .1 - .. - ,�::: - �--' 28 W - - - - _ -- _ ` � "' - -TTOTAc LENGTH , FASEf,IENT .-- -- - ........... } / : 8 h� CG-11 EX. CC-11 --------------•--- .............................. •-------------_. ...•--•_-•-•._.........._---'-•••"•---•--•'•••-••.......--•-----'•-'. '•--•••- I _.... .......... ..... ........ _ _OP _................._ _ _ _.._.__._.__...__..__.._... _.................... _.____ ___. _____ __._ ___._..____._.. __ __ _ __ __. _ _. .__. _ _. _ _ _._._.._...___._.___.____.._.___.._.__.________.._...____._._____._______.__..___..___.__.__._...... _.___._______.____ __. .•_ _ .... ----- n - ......................... _ E X D A WS O N ... + = = = - -------------- - N __�.�r__---- ..�-.�_:: � :_____._._.::_--_-�--:._._._ ::----- --err--------------------------------------------------------------------�.�........._..------------.._..---.._..__....._._._..---- -.. _--->�-&-- - -q� ,qp ,q�► a ...••-•----...•--------•--•------'-------'---•........................•.--•------'•-.-•-•-•...__._..... _... �. E_'JJ.#--11R13I� - IXJSTTNG 8 PVC SEWER ----------- - > » •: .:.: p 1-AIR RELEASE VALVE PROVIDE BARRIGADE c EX. C8 EXTENSION 1 29 W :�i .... } :: c- _ -- - -- -- - N -- -- -- --- -- - ---- • -- =" PROPOSED 10" SDR 21 WATER ,/_1' , v l\ - w IX1SIING 10 SDR 21 WATER MAIN::::::;:_.__10' w 14 w 10' w 10 w 1 w_ .._ ._.__o, +� _._._.___.. _ �.____._... _...______.__._.._._.� ,,.,__ ___.._---- _- _. ko I, o PRO. STR 7 PRO. STR 4 t-1o'xcATE VALVE PRO. STR 6 EXIST STR 6 WATER EASEMENT t �` PRO. STR 2 TYPE DI-38 f I �� TYPE. Dl-3B 2 JTS. lO SDR 21 TYPE. DI-3B 20.00 w RIM= '802.95 ME- DI-3B CRAPH/CSCALE 1-80 GATE VALVE TYPE. D1-3B RIM= 801.62 EXIST STR 8 SEWER � FOR REMAINDER OF " " RIM= 802.95 30 15 0 3o 60 RIM= 801.62 TYPE DI-38 PLAN, SEE SHEET 2. 1-10 x6 TEE � � I `. 1- F.H. A SY. 1-F.H. ASS -jW/G. 4 & TEE wLcATE v LVE CG-12 HANDICAPPED ACCESS RAMPS i I I" " 1-10"._ GATE VALVE ! " 1-10 x6 TEE 45 "', .. - I ) I SHALL BE PROVIDED AS DIRECTED BY (iN FEET J . 2" JTS. 10" SDR 21 i i `� i inch = 3o ft. 1-F.H. ASSY. 10 �1F VALVE k 1-10 JOINT 1-10" PLUG ! THE VDOT INSPECTOR. W/G.V. AND TEE PIPE. PLUG PROVIDED IN PHASE 1. TYPE.• DJ-1 I } RIM= 793.50 DO v� q � Q, o � o� 0 q O j 0 v � °w SCALE 1 "=30' DRAWN BY- IDS PRO..ECT NO. -! DATE: 70-12-00 SHEET 3 OF 6 Culvert Summary Storm Inlet Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 - 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -36 8 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 DI - 1 - 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 3B 6 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 3B 10 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 36 7 8 796.5 792.5 152.00 24 2.63 cMP 8 - 796.50 - - ES - 2 - 9 793.90 793 80.00 15 1,13 CMP 9 - 793.90 - 796.17 DI - 1 - C8ext, 788.3 788 10.00 d 24 2.50 RCP 1;0 788.00 787.80 - 793.50 DI - 1 10 787.8 783.50 182.00 d d 24 2.36 RCP ' I d I DITCH 4 803.0 796.5 540 d - 1.20 GRASS Dt CH/13 792.5 790.5 190 - 1.05 GRASS d ; V 71°� t � . to • / � )� � � - r.'i 4• \ l P+-- GARAGE CULVERT CALCULATION DRAINAGE AREA �rt3 'AC c _._S---- 0 75 I(IN/HR) 6.0 T(C) 8 MIN Q(10)CFS 8.3 USE 18" RCP @ 1% HW/D 1.1 ok Q(FULL)CFS 10.2 ok LEGEND EXISTING STORM DRAINAGE & STRUCTURE ........... ' - 11 PROPOSED STORM DRAINAGE & STRUCTURE ............ PROPOSED CURB & GUTTER ....................... DRAINAGE FLOW ................................... EXISTING GRADE ------------------_._--------- .... , .. _ PROPOSED GRADE . . . ........... . ................ . ...,�-�. PROPOSED GRADE -PHASE II ........................ OUTLET PROTECTION SUMMARY CULVERT RIPRAP APRON APRON CLASS LENGTH WIDTH C8 1 8' 4' C9 Al 4' 3' C1 1 6' 4' ROOF DR. Al 3' 2' DITCH Side Sloe Min. Depth, D Lining, L A 6:1 12" GRASS B 10:1 12" GRASS PROPOSED EASEMENT AREA . • ........ • • ... • ...... _ _ - TEMPORARY SEDIMENT TRAP F1___ PROPOSED SILT FENCE ........................ - s - AREAS TO BE RETURNED TO CONSTRUCTION NTRANCE -•................ ',t FINISHED''GRADES SHOWN d � ; FOLLOWING", SITE STABILIZATION. RIP RAP C3WrNEl LINING ......... ............... ` � ' O �, GRASS LINED DITCH SILT FENCE INLET PROTECTION ALL' O - 1 ` ; IW OUT 798.00 , PROVIDE EC-1 `e \, I 25 S.Y. CL Al _ n SEDIMENT TRAP ti ......... ES-,,,1, EC-1 REQ D `, I' 8" THICK 4` CL N. RIP RAP PROVIDE EC-1 , ROCK FILLED Cf f6e!( DAI�. - - - • - • • - • - • _ - - .... lit RFCD '; 25° S.Y. CL Al f` V 8 fiHICK ,' INV OUT - 796 55 W U4 ES-1 EC-1 REQ D PROP. D. DRAINAGE AREA RONDKt ....................... - ~ �~``�. `� INV. IN - 797.50 ' ' _wr__r__w-wr_rrr___rr� " ' CL Al RIP RAP 4 COND. ES-1, EC-.l REQ'D �. CL Al RIP RAP P > ,�• r r f ' :/ ... .r /• �\ r per, a - \ 1 "`"'i. �� a ti 1 \ ! \ r^IV �.�"'\i'"""� '�f" ^`w• 'M��./`Y. ._ /"W'�;t'."'\� �. f•--,.-...,�i...,, ,;i r 1�'',.•",j ..,``;r''_",`/ �"^".'.r�_."1 /,,"" ,,ice ''•.`�'t./'\ ('"�`f f� r� er y. A P i --•t, •Z•-_ f -; -r -•f _- b• ----_ -- p _ _ -- � -_ .../\.-..� !TEL.r.�`.,�..•` ` .,1 •\+�..• � /- --� \-- --- --- • - { -i. � _ a� a a, a �, d A { P f �� � J'ti. a �..._ �,.v �..�.._..r`'��.s _,1 . }e _ _ 99 00 __,•.- 19 8 _ I } } -.,. 41- FCD 7�0 ,! ,;�� ? 'i f f P ==-- 1800 S.F SHED1800 SFSHED _ I EX.!'`MATM-IENANCE_BLDG T c,$o2.70 _ .- ____.... .____ __ _..._..___.__ � _ ___. __ _.. ---_ _�_ ____ __ ___...__ __. -. ____. 8 __..._ FF ELV.- 801.90 .. F.F! - 80C. 50 �_00. 3" PVC i r 4 !� ( _ _ - 801.90 BUILDING HEIGHT- 1V_ �UILDING HEIGHT- 18' INV.=798.99 II 4 \_ 1 INV. 7N.99 802.85 PROP. TELE. } H PEDESTAL ZL .i i i 11 /d f� 11 T r� PRO. STR 5 TYPE 01-JA RIM= 801.70 1 6`41'29"W y� M • I = I 'l g T C 803.20 2C oe' '} WA -� E ' i _ T 80.0 I� TC804.00 1 � 1 A tf 4t TC 3. 80 65 t � � I icR 804 Mp -' 802 l �C f _ , I 1.. -f-- f - 4 i 4 o v i 802.65 802.25 -. _ Ii f� i r 1 I I - 6' TRENCH DRAlN i 6 TRENCH DR41 1 - INV. IN- 798.75 ' ES-1 REQ'D REQUIRED + REQUIRED I I I 73 18 L N) RCP (C0 1.03% Z z 0 75 18 RCP (CL IV) ® 1.0% o J t 0 c� CIO N I Qj N2 Fx:1 1�; p 00 00 - fwo. STR 9 ! ?._ c'- 4 T C 80 10 T C 803. 0 co • ... TYPE.• DI-1 ,.. �T 8 3.40 1 C 801.10 T C 800.50 RIM= 796.17 798 J ! ` ' T C 7991.40 T C 798.67 T C 797.50 r i T C 802.25 T C 797.35 w T C 799.44 i , T C 803.6J •-'.- � T 191.00 N 792.50- T C 804.75 T C 804.7:5 T C 803.67 C 791.40 T C 796.75 ES-1 k4D 803.25 T C 803.75 _ 803.25 T C 796.75 EC-1 REQUIRED d 1 n " T C 803.75 - d ' d , OVERHEAD OVERHf1D OVERffEAO dJERf#AD _ OVERHEAD OO � d } I 804.30 Dona DOOR DOOR DOOR 803.30 _DOOR INV. 793 MIR" OVERHEAD OVERHEAD OMMEAD k OVERHEAD OVERHEAD OVERHEAD OVERHEAD = OVERHEAD) CNERf1FAD I I d I DOOR [MOOR DOOR DOOR ( DOOR DOOR DOOR DOOR T C 800.66 DOOR T 800.66 796.17 DOOR d 1 `4ROPP5ED EXlSjTING IEXIST.- 'Ta� STR G ]0 PRO_�05ED OOFICE/W REHOU5E PRO 5En OFFICE/W REHOUaE EXI NW: of d OF ICE/W�P%EHOU.5',EOFFICEIW�f�1=H0U5E O FiCE/W�1D,Do 50. FT. fi�EH0U5E 1o,00 �Q. FT. F.F. 4.33 f f ----------------10 �1D_ _�Q._I•----------------------------- --------------------------------- � -� =,- _� _ 1Q,QQ .col ---------------- F.F. 3.33 1 D,DD 5Q. FT. 1 F.F. 04.33 f F.F. 03.33 U NI #2 F.F. 000.33 U NI #3 UNk #1 i T C 799. 4 SU LATERAL T C 800.00 1 t I 1%.00 \ W.W I ? +f d. CZ) w -- w 50.00' 50.00' - _- 50.00' S0.00' w .j: W I d' �( : - r C 02.50 F ' V I '-•ti I i I •C- 03. I ; 1 -3 •d C 3.75 T 801.1 T C 00 C 7 9.7 1 C 798.50 A d r 4 It,t I RFCD ' - I T C 79 0 s ,. rti T C 802.75 PROM -1 T C 0 25 �p PRO. STR 1 C 799.50 �'' d ., PRO. STR 3 INv 55 I TYPE: DI-1 , ( d -1 AND . T C 802.85 �j RIM= 798.40 %- PfIASEn Tc+.2o d:- - T C 803.60 TYPE DI 1 T C 802.25 T C 0 .75 _ kC 1 REQUIRED << • RI = 5 I C 797.50 t; I EXIST. STR T , 803 EAl T 250 ; d T C 80( e.z .1 i i 1 80 < :r PRO. ' d 802.95 fffffft��ff•f_�ff•i�s�r�=,.rrf•,f��f�ff• _�""rw�~' =�r� ��f�s•f�17��'� ! ram.MM i ` �►•..���.�.ra�w�wrw�n:.�..�+� �r�w.�i4��`i .. .. ��f�_..-�f�lff•ffff•f���'�ffr�/f•f�ff•if�ff•f{r fff��ff•f-we:..:.. � � ' 11 fir; e p II la i ,. • DAWSON (� 4 s. . END PHASE 11 ROADWAY got __ _ r ... -_ EX. CS EXTENSION' f - - - - -�- -- - _. - - w 1o' w ' 10' w w 1a' w --------------------------------------------------------- ST. STR T PRO. SIR 4' aRAPH/GSOWF _-_'-- PRO. STR 2 PRO. STR 6 ... TYPE- DI-3B TYPE DI-3B = _ 788.2 TYPE.' DI-3B' _ _ -__ TYPE.• DI-3B RIM= 8(11.62 EXIST STR ..8___ ---_ _ RIM= 802.95 30 16 0 30 60 -' RIM= 801.62 ' , -- ------- I inch = -To ft. 1 4 PRO. STR 10 d I =' RIM= 793.50 t i :2 ME <1 Q Q Q < d m QaQoo own a- crff�� N w U) = � o z Q a_ z Lj W Q ZC) W re o c� w ¢ v z ZLij r� �Lo CL <WQ;CD U7 Z Z J c� W Q w Q Y CD ¢acnQa¢¢ � w w a Z (n S !- H lL (n w Fw-• O U _ > w O o � U) a � w ¢ p Q o CK LJ �O � w z z o w O cr w w r a f- 0 0 0 0 0 0 0 0 w W w w w w w w w w cn cn V) cn cn cn U) co � S 5>> 5 5 5 5 FF � ce Or w U0 cx� CD CDWW a O C,O Q O O N\moo a t 1 Q N r7 Lf) Co ��f \ N N I O N I) 0) co ('t N r7 d U-) co r- •� Gp .•� t^G o > LL ✓10 L C c of c .o J O • LP W 41* nu n>U_ �GILN►q p J 0 0 i,,t mow Q1(_0 z ON Uj �'-- Z i Q �O ELL o U CL �N 0 PVQf of It �wq � � W � W SCALE 1 "=30' (DRAWN BY- JOS PROJECT NO. DATE: 10-12-00 SHEET 4 OF 6 cost in place access door, centered in top (see note 1) varies 2' max. at property line (see note 2) roadway box 2" type K copper tubing (no joints N from main to curb stop) saddle with corporation Ford FC HH 77 HC-158 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts stop ",-solid support blocks water main under custom setter ball valve curb stop 6" stone bedding with FIP ends, with 2" gate valve operating nut 6. NOTES: F 1. Access door shall be by Holliday Products ■F or our approved equal: 8" a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1 R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping, The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. 804 792 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 concrete pad C-6" sq, x 6" deep screw We adjustable valve box 36" min. locator peg valve megolugged megolugs to main -megolug - eve � y;, A X•^c i t, ri•. thrust 18" to 24 block 8'x 8"k 16" solid block (for valves 12' and larger) GATE VALVE Figure 8 c ! o W Z Q <.W ' i C1 cTiI w W Cr i t ItZ ram•' �__�__ i ' }Z11 eery co __J S.< I W I S ock��Qd LLj i I '•i0ll, 0 G i +� I t►r { t t./. 58 v� I J I i '_, (•; i I I'll %� %4 'L'i " I i�� I } I + tr r iP rt +�Ri ' Aaf." r �: t„v : ;_i;yG L i f`i L!i i'rf'>_rjf % fl` = j t j i :•' _ 1 a I I rn ! 3 t 7 f 1 f P ! j{ 3 ,_._..._.__.._--- ---- _---- •.____.._.._..._.._.._.. _.____...__.,.__ ..._....._._ trenchl width as re uired concrete �r7 CM1 O cC� (n � g ad - II + Lr) T.G � O 6 Gi m m za" mAi rrn 6" dia. schedule 40 steel pipe filled with - concrete and painted yellow 18" dia. concrete encosement DETAIL stallafion " sq. x 6" deep locator peg tchanical joint ivel tee with branch FIRE HYDRANT ASSEMBLY Figure 9 i 450.00' VCFK�. HIGH ' OiNT ELEV =1 804,13 0 i§ HIGH PINT STA = 0 058.35 L0 JIVI STA = 745 P'0 ELEV = 806.04 Q W ` =' K = 86.20Uzi s V.S.D. = 3391 I PROPOSED SEWER I STA: RiM= 7 23.30 (37' R 02.25 _ w� INV. 0 = 793.25 +�, �� z I j PROP. G E, 1$" RCp®1 e75% CZ--103 FT i rmTAl. STA 4+96 1 -10 x6" TE�{ 1-F.H. ASSEMBLY 1 ; r _.f'y) _ t �_ _ - "' r. J � _ wl•- �VJ�f�:1- & TE _ I ` i • lull T3 8 R_' �: 2) 9 es ff }} ! v. a �vt P, t Fr. I )/Ty{ f-'ltlfr Pf1bra CONTRACTOR TO RELAY EXISTIN( / i PIPE AT 2.157 780 A � ? r ! "IC 5 • 1 1 i i fir. 1 in r il1 I r-:ice � 1�)'�__�I �-i• I# I ��;'I � i �?icr.� 768 r Jj I Ty i r_:. DATUM &Et V 765.00 \ \ , \ ' \ N 0 Lr-) cq 0+00 1+00 2+00 o � O � Q W t Q) () i 7 I) i I i 1 I il WV- '10I t "if,UQr- it i rf i C it - C 1 J _1:._ a _..___.__.. CSC Ill ot b by�gt oeted t SDR SDR 25 �sketed bell 45' bend bell ad4fer 1 r 2' locator peg 'i< Y 9: '�.{. 1 .`.t�' % • i •:`•. :,fN',�. v�i: `t.: '..�:3.f�r: X minimum x�v,1 H.G:�.'w{'` rf -CTr% i'}. `.,';. 'J.� �! •t":.:t•��".^�cL�'.L�r. 5:.>r�DnMrr`;,S'L y;iyti t r;ice 21 gasketed ' pipe and fillings a 35 8'x4" gosketed bell wye S(l B' Mir?. cover with Yeen GRAVITY SEWER SERVICE LATERAL Figure 15 PHASE IIi - NOT (PART OF THIS CONTRACT NOT APPROVED FOR CONSTRUCTION BY F.C.S.A. I 1 >Z W ^ I t ( O -I- R c`03 r 7 4J �i II ko i CIOo °Ea PROP. TR. 14 CL 0 +� j....- ---- STA 104 �5.41 (2 Tif � I CL 2S z i RIM= 80195 j INV, iN =j 797.40 o Laj it i ( NV -. 7 7. I.OUT 9 20 1-11 EX. GRADE L u j ' (TO END PHASE 11) i STA: 8+58. SITA 7+41.79 i-AiR RELE E VALVE 1 FiRE HYDRANT?ASS'Yt LOCATE AT F IGH POINT 11-10 GATE VALW ( OF WATERLINE 2;-JTS PIPE (TO END PHASE 11) I 2" DOMESTIC SE STA +28.71 1-10"J(6" TEE 1-6" jOATE VALVE 6" FrRE SERVICE C"Il 00 V di i� ©O Co co Q 00 O Q 00 O h oo 00 34-00 4+00 5+00 6+00 7+00 RROFIL E DA TrSON DRIVE SCAL E 1 "= 50 ' HOR/Z "=5' VERr. STA: 10+85.00 1 1- FIRE WDRANT ASS'Y. 1-10 X6" 1',EE 1-10" GAT' VALVE 2J.-TS-f0",rSDR--2.1..__,-__. 1-10" PLUS nnnarnl N,.�Inrnl arefully, compacted backfill STANDARD e TRENCH & BEDDING Figure 1 ct. PROP.111 SM. STA 1 92.81 (3.9' Rt) - A A TYPE: 3 TH �QT-4 RIM= 1.70 ! I INV: Otr= 797e80 -----._.._i i !� c0 tl O t� r1 d N O� co ' 00 O O 00 oo O 00co O O CO O O N O ao oo N 00 00 co co co CO ca Cc 00 8+00 9+00 10+00 11+00 12+00 Df -t sitar mr le lxA^•"iva wot[s ' fu t1e�Y fen Sid S-r, »�_J'lb.I.eep nW ,WO,d dews, <uiro N:D'. ra errata depin Jw �.-_..�., SIwad a-rA cabr 12"tte'. Mra!(•0i"MON+A fNama111beewled e Mnssya I a tvD n.rrSioa dtrls f rrfMfsr I ^-..._, . �• V,. _ h. nntp onsntt+ro df rrctetroh adhva b re i A M E �,� � ; 1 .N,�'S^WRr .roo•+1 t/MN N:bded M!tP. Mka 1>Ie ra lM d.a ir-ts-abe 2e' �I.t ctV+weta i t,r iv'ali. r Tnr rw •tar be n.-I o, a 1I, tkce ,.I_....._... I ,N rail n ubar GarNM be! Cbi, A} Ea a•carr 5•e 5n.fr InSae *�„ 1_.., po if` Cecn•dn 1ta•^, do er 5xndonla art toe NNd - Ca iM [r'f.r bi 1 M Mf 01'Yred ila^, the Ir,tlrl a! M0 0 /. - SECTION A -A rouaa: lone by at mr fN,c+a.. nDa `n'd•n.anr1 t ete.K�pratrrole uy fa nff.rnyln9 pJfaafef C"e ,,p s�`F�----Y-Y e� n:!trnf armnnven. w•,!,Md.wt,.:�,ce t'y'r<c.>„t.of!o. {_2•_-......._-^.. ram 4•m cmarnonl. PLAN ,.. s"sDaarn Gv"u. 6 npamx i2` Heil eY i"A41 d eY ", to DIM . tqw P. IC+We RfmG.re? G-C Mea pb<Ddk en anI. osN.aenr CONCRETE QUANTITIES FOR MIN irF_PTH d4 tgsrea rV.rtvG,Yy,Me r"mldibsWc4• rw..a: hoeb "rn fi"•x1Y C'oftR MtnWre btml!sgYc'ctlrto rre.•nr '2'c pp • 1.eAaCLWs CA"!s fwna�+yre.rf•ea•+rrrr„ataroa•r*+t saa+s cn h vi nwY1 0+ qo; r"r.s fiats .rre, sHrtr"+•nf :5'eDrc are • 152e Wd. crMN1. •.' P.110 s d wino n !re .Hy " Tye test !m eas rer d,o.Oa3 :ach,r;ean.r 4 Nlwld tlwwlo2"fe"races naT6■ �'Gar.-a-oft 152aCuYa. Co+*uNe r,.af ar pq Yen be :.�,de; nnit twkn F:a er' _n Fmf"dra CNih OnerW.d f_IV Ie vukhd sa Narfsd T. OW-3,4 24 ww- tell M Ta. W"Gr s1 ehf flew.+ae inn• 01rtuCr P.. � Adda4ee Colt proddrr!etal tot of owl, '. 25t'GTION SYt,24••"i�•`5SMi10N edSi :RON 2•-e• .#, NOTES 'Sig .top_••_ L.uq ro b. '.-. "� 1 � ?� N7 cigrrCM .+dhMf of orahaa0e. C "Yoe oe e W rIwean nt Ir• FM7 nwr, wMH,vMe M NM tr.• .ran r_.�w-,....Ooeroro+ �' Inns a nnrr. human. d1 can!re 1k11tl .AEM fi6'J bt '- Barn R.tw L Iorr� C n(hXFnE I ird" iv ,r STEE �T -•=$ w�8'" •i SECTION C-C z APPROXIMATE WEIGHT SECTION 8-e 0 A4 Rdl r Y ara1 Y>' 763 1 •.11:w DETAILS OF COLLAR AND GRATE SPECIFICATION S_TAi�DARD DROP INLE -T REFERENCE„ 12-24 PiPE MAXIMUM DEPTH CH) =10 233 VAGINIA DEPARTMENT 302 104.01 TRANSPORTATION Di-3A-38-3C ... e's,roee.w.."eD+»ta.Ip Gr we. nL CW mm+a•aae;DGrt v of 5e'J'i a4hro uf`af•'f" 40ta1Na'Q Ymterbl! IC p•gnl NIr4ro■M. Yearm,p,.An}•. {'Wdatl CGd»n, t.a etr. n••W1 h Wr 10te . r_mm<ott ,vls,! e.am.non.bw •, ei x�c s y ( •.. f3ocr N 5'Aft..�.r>-.`.1-.. -�^'�( 1 r- s ��, rter anglN r We! rNai• a Com ••"1 � 3� .1 T ( Eje• ` II !i! ' ��}-j[- }}�}r' ra � �a.b.••ae.M.,rz' - L._.t e e" a•-• z,b-i.+ i�.FM• 'tt q�SL i;L,A11.5 __. t �.e- _...:�-� of .,a»Y•e,r...� 'A.. 0..•-w.L aNea r� _i �E..M�Mfe GarM� ry' M Lnr<NGvrMr .Lr. r3 nM Y tatim"t�i F Y•n Cv a .,rn „ntmW CV,. wW i. 1s N ta. he.tfw p,.rll �y�, 1 .-�� ! _> } PLAN •-6 �•-• _...4�''YM....•�_� 9ffy,r Th.. a.a rOf b DPnMn, e, .!•ix Nx MI hba"tim P'•tf i•••.••.__..._■e1•u%__......_. YM S J .% , oDOW m.T ro e.,.e a n.!n a+a gnth � -I�fK.�1t--�'•--M E a-� {■ t� -•� I I I 8I■ �---'r•n'•---•� sccraN e B ------- yr--`=,._ .•.. .__ ., .Jilt' y •� oa ,,. * Typ• A w,. w••1 .roe M ".a Ga'd OCG-)Hanna. <, 2' `t tf•nw.•.. _J FRONT ELEVATION TIP.R d1rDJ rrm b. w.0Nh f �,"�:% We• Ne:. -2 a rH co-c 1--f. ._ � em Dmtla »NOW. Y M atallJ � 1.- « ",,,,AhNcs tz:•t v. ern P4'A ne�xal eJ by YAMIaM Orgla t'+n nw Lcvlwr 'anuYSbfa TO•r W. Mfae ��',�1�' al.m, pretf i atNK , f :'n•n lA e. )hvMf Prrta pti •l Aid rlM n t {.�+�n: ,Mf.ah t� -. Yw.Yn r-n na ' Nnrn. f4rra A p. taN,. r"n,wtNA ":e, crrmre n" • IY or � *.vna r arrant M *a nM w ... , fN � : a✓•Y. NG f"e' e. ; :'. o a ar.•a N bG:NdOw+ A IN dn.I tlMwn a r'1 Y"r •.n1 ✓4a"G Yell D" ••!aiMh M (i. kl lx' N .sue do O."I .1 n.n 1"'ell! G,a..b•.}a^b•ry Grub tgyal rGKln a:t4»d IYM1 •. r• e't• n e•-"-(e•i• YU Yr� ra e0.wbfr a+d amMdla pl Y,e•n ..• Yr•t 2d [ atria a W.ttWr. SECTION -4 A -A Di-3A Ot-30 r AeM re» Z M is vs, .n spa e•» W., III a h"«e••na t--r'd-- ta•..a»•! ,I "» a"•.d x tttar•r. win ss"DY aw le•f as ms d e. w ae a1«ro d *d.rar m.a.",,t.•.e. .. r. re ... Am »e teer.w 8 iA WNEN u LD Ta •N- CA 0. dNUH:w wrfrn On fM ftYNGb. tea Wh,liq of aK DI -al a•AbJAGLNY TO Gtn1e weA h•r. me m...r M ,a< ea,leil D,D1 q ry lop Of h• nn.c,u.. hDn N' Lwr'. a W r Ill a•Mn.Mlm••ame.a"slf bAy taea,,•ptMe ar-'ODNf a:Mfnf :rt:Yd amlwme WtIHGut WTT[e Inyl Yt Orel: ,:.rnn•d er In! GkHaG?a itbm G,11 :Y.Jitn,a aMa Yla .t wN n .•b- Wpm, .ail a r.Ht %. 1. a tnxra r• taln" .u, a.rehe <w• Tla n.awq W a.o-h+a tm, w "u.. Sheet ;of 2 STANDARD CURB DROP INLET SPECIFICATION R! FE RENGE 12"-3p' PIPE MAXIMUM DEPTH (H)=8 __ VIRGINIA D-PAN nAE:NT Q f04.OS_ TRANS RTATION 2'R We Mo. A t, •', ' '• A .. ' x' A. w �•''.n A'.}'" The bottom of the curb and gutter may be constructed parallel to the slope of sub- -_.6 -- _ 2.0• - surface courses provwed d minimum depth of 7' is This urea troy be co fate maintoined. at 1M optlort of the contractor This curb is to be used when design speed is 40 PAPH or less on Rums highways and 45 WH or Note: Lomb. curb 8 putter hovF,g a rodus less in developed t.: ban ti suburban of 3W or less (along Lace d tarb) shod areas, be pelts lot ras 10101 Gornbirwllon curb 8 gutter. This Rem Hwy be txecast or cost in ploce. Concrete to be Class A3 if cast in ploce, 4000PSt If prerast. AT REENCE COMBINATION 6" CURB Et GUTTER 1U VIRGINIA DEPARTMENT 502 TRANSPORTAnOff 20L03 ➢A1mfvM�_ . . Y. ,Z . . ••) "'^+�.� .7XGnoM eAraYWr.J StAv dR_It _ I.raP„Ij4 '•-^ NCF /{v^rryp:le �- tla i'- ---rCM d sti,.w ed $rrtrCal er n ro nbcfisv AEsr.fs ztr rradrraf ",rus WW PAVED SMOUInER SECrION NOr£5 UNDERDRAIN OUTLET 1nniAnd' "'vpt uartrFn. DETAIL a d, a nwaa M'e r P, ,�, Vu--i 1 rNrf�Jt Wa S/al Araww+a a OdJ ken k.'n y� wN rinda a Muwf.•ttE Pb+e a io=f.! mkdtae Or " d satyr wt. wrore m,.rreemAne mn ro en atM,ss G i'ta' laay. 4r ! bn^t/C 0 n MG a.MR _ I �'���- Po` a p'7 Rtvau' w m P7n c.arld Rd! S(!I!➢t'd'r Y I� y(n,r lvatwry a/'Na mry dv (r. hMT d r I !a SW INK a!, uffne 6' GNKa CM A}Y ra Jla^crcih TT•rrT•>• 1 M kky min ;Jva'!nt" MdM4l aa.•t Mrb < enrin.a+ Ax4'ede t irr°t �!tti_ _ A eGA.l IA a In iAVs'r. $he/nWrs at1 M dr der efYyta ely stir/ nn,,&~0 Y•ar Afunl Noe A."p•Awrd � �� p➢Ia fultrG.f a pNrbNred rn ,rsarearn vt/n ItY aex aatmye ftYAldfa d VnhYlr+i 4'+^^ #A68arerNe bdnpr Favk .- r(aY.0 MMa Gen !lnYtMt rrov! M aw7 atn,rnst Gnlrta leak WMd( MatavaG• rwu Rq.Y1a.fDNJC nvn! rruD tarnn,ry rrcv.M ;n u.tlrdrd" yMrf m� by Serer Mre•.SMrc 4'tfNtrM �Q....1 wet«v'n, !1 Y.n lee ran d dcltWr :Ayr SJg.-aCa fkMla' M M {.brse7 d gefd Md d 0;1 oa aw, Grain lnsraAr;uu aG•r!ry raPt ew0 UTTER SECTION _NM rno 4f* 0rat a"•.'1 %: �.1„11MM.-u" aIs aLiRB LONGITUDINAPERFORATED PIPE Nm ON-�P£.R. rORATrD OUTLET PiPE TY,x or Plot erualinp Serenph ta V-151itr" _.4r vxrrrrod aef ow I= raam_4o++.7.6 +L■N _ eaMere .... IrEi? `esop`- wg,� aaa Cat Mrinnl Flew _ YdW - _ IfQJ _--�, S,rocM ebYPiC ! Ca•Gyxer PC, re Alfrna-Y,25A Atf4Ta NP5i -, -TYR+ pr POD.....�._. CnJSN S"Grq'A t!K/fF rhT .,_!lie•.....__- wJ. Erb. Y:n•nsev era A1�•n!! r1bM _ r2ap Naa Safaln WaYM IJJ. 3 i,_ Stxun mrr PE Trl ➢Sr ea 70 W,:•ee t Is W. rdC.- I'.h1llen• • faVNrfvat wma TNnMas 0.1. Wiwi 0DDXff!a rn AS`k Dow a 52 If.wfvl •ecblpd A•Mtp disba0 M fManrM my. ._..-__.._- .._._......____.._.______.___ STANDARD PiPE UNDERDRAIA1 IM FOR PAVEMENT EDGEDRAIN to,"MNIA WARWNr Er TRAI5PaWAf4X 'Q U C� t- f:I: cr: or-- > C/i C/i(nU)C/) 0 I I O Q � Z �vzz WL5wI-,ww 0 o o o a Q ¢ Q cn co cn vi Ci U O U C..i U_ Lf Li LL_: a-,._ � W W W W W W Cl- a- Q. CZ.. tZ Ca CQ C�) O Q, W W W W W to a Or-, 0:� a-- Q_� Or-1 t' (Z) �I p O C7 N N i N i N N N H L '--• N � rh Ct7 ;�pp o •ems >% • 1y(•1Y), i U_ •� W 40 co C W•C( bL rJ 0 � 0 C V \� INIA �o _J 0 o w `Q1 X U 0 U) J u' v cWi C O 00 V O %v O O O v q U W W LZ SCALE: 1 "-50' DRAWN BY: J" D. S. PROJECT NO. DATE: 10-12-00 SHEET 5 of 6 SIL T FENCE CUL VER T INLET CONSTRUCTION OF A SILT FENCE 1 17 FT, 1 (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE ROCK CHECK DAM �, PROTECTION 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH ,- ow,00 (t,;aan UPSLOPE ALONG THE LINE OF 2 ACRES OR LESS OF DRAINAGE AREA: LX ENDWALL STAKES, 70' MIN. EXISTINGt'* + , PAEMENT , SAWN 6'MAX. A 3 S:t eatros 6-t' Laic. StW[ Fog DIZ010a TED (AREA_ —III= a' OKWO) DEPTH a ORIGINAL GROUND FILTER CLOTH MOUNTABLE BERM f / fi" MIN. A grq a ELEVATION (OPTIONAL) 3' o HEIGHT VS. WIDTH REQUIREMENTS 4- 5 0a4 B0LT5 TOE OF FILL �� �- �� II �I SIDE E L E VAT I 0 N (OPTIONAL) CI.) TH W MESH ( SM COW CULVERT �-- 4, 4' Imo law 6' CONCRETE $Ue w/ 6 6 A °a A o / / OPTIONAL Sup rrAW GREASE IaSORPraN) L EXISTING GROUND r, - o - FLOW r r / 70' MIN. (DOWNSTREAM VIEW) ORIGINAL Z. GROUND II� _ III B VASHRACK 10' MIN. # °' - ELEV. VDOT 1 ,E r' EmRrSioN Joan AT _- I--------------- ---_.___.-_- - 4 COARSE AGGREGATE FonTe+c � INc -.III= 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 6 COARSE AGGREGATE ICI— _ _ TO STAKES AND EXTEND THE EXCAVATED SOIL. kDO ' MIN. « 1, O MIN EXISTING FLOW ?� 3 6 ,III I— I I II 1 i l�l I I- I 1 1 IT INTO THE TRENCH. �— III- II —I -III=III III PAVEMENT (EXCAVATED) - o � SECTION A O IU-(Y (2) 6' lXJ1CRETE �(� -I I _ _ _ _-I FILTER CLOTH TOE OF FILL ( 1 2 FlL1Lo Post v -i i-iTi-i i i- CLASS I RIP RAP 1 —III—III—III—III—I o + - G I~� POSITIVE DRAINAGE 10, MIN, SILT FENCE a o /� COURSE AGGREGATE B + TO SEDIMENT VICE CROSS S l OUTLET DISTANCE IS 6' MINIMUM IF FLOW _ / 2-10 ACRES OF DRAINAGE AREA: IS TOWARD EMBANKMENT - - ✓- . I `� MUST EXTEND FULL WIDTH PLAN .VIEW t;=;?i"r�tcr=:y�.�a,•;•S +�? A II , II OF INGRESS AND EGRESS PLAN VIEW FLOW �" - OPERATION ) l,', iWrrr,. u r• I'-IY v ����,,, �. '' � DIVERSION / rr>•r _ / / 10 1/' 9' 'Sr `r�v �.l ,;ti"r'j ` �' J, ^ t I»Zs k.+''V•'`t\!+'m+, DIKE r LLL�^�"���••�-✓�� / IIII� 11'LO /' 2' MIN. 8« pr .: i•}T:. ;, :"ter ':'. V.:(,<%r�FtM'��+�i;'.1fi�^;'�•vjf..:Ci%��. in.+.�_ 1 ai. •''. 'w'`'`` �Rr J OYENSIONS WY VIM �O:.J•'. '�•ti '`: )r:YY 't J'.a 4, �',fky�i�$.!K OPTIONAL I -- 3• MIN. `- .�, .s• s�`ktT T .��. `^-�"``��s��t �;,r �a .s,r_ I NAL STONE COMBINA TION a —11- III ❑ o /iii//� ,:�:: "'� .• .. ��;y�:::,, ,.�� �?,;p�� �..�. ,�.,., k..... ,,s. ..�^.:. `.; �1'� ,i .'T.V���jy�M'.r•'.•R�d'1�F•:M1Y �K.o.. SHEET FLOW INSTALLATION - 3" MIN. FILTER CLOTH 3° / // / ' / / / j �, ' '' • ?" (PERSPECTIVE VIEW) „ (OPTIONAL) S[6 _I l AelE MILL was +l cowrnETE T,0 S o1w+E TNo CLOSED EDtfS��N COARSE AGGREGATE 1.5` FILTER CLOTH �._...; ((DOWNSTIZEAM VIEW) STEEL ileac tz) zr La+c are coos CLOTH SECTION A —A FLOW 1 1 1' W wELDL EXCAVATED �Qa A A 6'- 7" VDOT #1 ALL JOINTS AREA B \\� COARSE AGGREGATE FLOW h' t � `i + } * t COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 2.5' \ .' + �! +. •,�' ';.;�. .�)'+' �'+'' r.' FLOW � ®�M►"vrW� I cJ�IM� TR� \\ �y 3 azJOE a�E �NOOCTO •SCAL.E 2 _ III g y1 D (ccac. trawl) FOOTING p 6T C tONG l S/e" SP VDOT rya, j(357, /j5, j156 OR57 COARSE AGGREGATE CLASS I RIPRAP POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE 1' Ll BETWEEN tletwaS TO REPLACE SILT FENCE IN " HORSESHOE WHEN DRAINAGEWAY INSTALLATION SECTION B — B CLASS I RIPRAP FRONT �LEYATION HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION) SEDIMENT TRAP A SOURCE: ADAPTED from VDOT Stondord Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: Adapted from ]ioWlItUm of Stray and Febfic Filter Dmiere for Se-diment Control,VA DSIC P1A'IE. 3.05-2 SOURCE: ADAPTED from 1983 Maryland Standords for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 STANDARD TRASH ENCLOSURE DETAIL OUTLET WEIR LENGTH, A 12.0 15.0 Sherfrood and lyallt TOP BERM WIDTH, W 4.0 4.5 — -- ES-2 _ RIP RAP TOP WIDTH, B 3.0 3.5 ALTERNATE CONNECTION cc r��e �a n pp un. GRAVEL AND WIRE MESH Pay Line cwt f dsfue robn CG•12 END -SECTION 12°-60°PIPE ALTERNATE END -SECTION 12"- 6O" PIPE ES-1 ? Poy1he - _ 3a _PWWsaoara .twoopancaws. DROP INLET SEDIMENT HEIGHT TO OUTLET BOTTOM, HO 3,0 3,5 CoAtJrudlM JNnr Nub and on wallet end-eectiont DIG. Dies. - - - - tlAt - - - B J e PCY o.w Nub Ind woulitl erW.seceom _ �an��tar seatian Tnr.ad.d P - - - - - - - - - - ,� .�. �.'•o:o• HEIGHT OF BERM H 4,0 4,0 So;got erdm;NN and_axibna i - �, e,,d �.`.�.�.� FILTER ' spigot end on tuattrWsecnans-- - C i 4Un ""'f'• �Vr.t WA Rod t Z T - �` -Pq ud CCrI vor,wtaln SrdavWr Car I /* I I 1 or Slabwort sp ce _ Var. w ' PJrMJJaDN [may X X X -r -- --- -- - - aWt lug rat.4, u- a sr,,r Wn CLvtruxtm .Mrs V I I Z� Shy P un CYr,2 E 4000e1e t be 1 - - - - E 4OOOC1e t Min. 1- 8 - t I ga . --------- I TYPICAL AL FERXATf RAP'AL Pr,W }-- -- - - - � � � ANCHOR BOLTS (TYP.) -.,� - I g� FQ4 USE AT APPlICAH(f STREET --2" THE SIZE,SPACING,AND QUANTITY Troll prate to be punched to match teaks In skirt lip. 3/8°gate. boss ) g Lana 1 cr CONNF.CrtONS AND COMMEAC�At 'F tWy ronwedwCNlj old ) SMALL BE AS REQUIRED BY PLAN PLAN - tabs furnished. Length of toe plate is Wt 10"tor 12"to30 dia.pipe and W+22" RADIAL. PLAN poW Car�/l' ER7RwCEX weesfoIaderuck o-u $hW203iO MANFUFACTURER'S SPECIFICATI❑NS, L I Reinforced for 36' to 60'" dia. pipe. 418" MIN. GRAVEL -MIN. DEPTH) Edge Skirt SeC)ioni for 12" to 30"des pipe to be made in one piece. ` #3 TIES @ 12' Skkt Section Skirt oiling for 36eto rl54"die pipe may tr made from two sheets japed by river' Q nQ or bolting on center Iine,60"rmy be constructed In 3 Daces. tp �d RUNOFF WATER $ #8 VERT. BARS OR '80,� ' 3v _..z. 3`/ PrWsfawe ti ___, Connector Section, Caner Plate and Toe Plate to be same sleet thicknesses skirt. 6.8 ►'t4 onsfru[trm,bfN .-.. WITH SEDIMENT + 5 # S VERT, BARS f End -sections and fittings are to be steel or aluminum alloy for use with like pipe. O' C sMN fobrtG reintgr r A -�.� 20 ox. ,d' 1 _L °• W _� Slda-wt r Q �• �o� o�•o - •-`,,,rA A��T L S, "r s +` • - ;c e•Qoo coca° I II -- Il- _24r I~ D i --E - — Li Li Li D - -- i' - - E --� PLAN Where Flared End -Sections ore SECTION X-X END VIEW SECTION X-X END VIEWA to be used with asphalt i' pprox. 2 yx: I Slope _ EN cooled and caved metal oioe, - _ _ A _ _ C_-_ end sections do not need EHD secTloN 4 4'-1 0 to be coated or paved. A--1 TANGENT PLAN e I I �I II I I I I WIRE MESH SECTION A- A (11AA1 A B C p E - ISOMETRIC 12" 4" Z-O Z-O" 4- Or 2- Or - -I j V" FILTERED SEDIMENT + 15" 6" 2-3" r-9" 4-0" 2-6" a WATER ANCHOR BOLTS (TYP.) I 2 ,r _ ;• ter»leresrd.CG-J CG-7 h used. NOTES THE SIZE,SPACING,AND QUANTITY Ili Sr 7 3 I'-T 4 0" 3' 0" 7 I /: 7'-fis14Wnl w CIO .IV fllNf rant ass A-3 Co•cra+e! AI r exsllwlMA7Prul arlN w r SHALL BE AS REQUIRED BY 24 3 7" 7 6" 5 I" 4'-0' - • _5 ltiiT Slas.wr vsd rywax Aors wv a derxrowe wwnnp a.firo cedarrq fro rr darn r(lin raTo rwr ro rlOv °ge • _Iva _ r.Nhr.11hdadfrsfrlW acNeveotPtargpe wxanr wstJndoetTrodelododawor npsnv/DeAra/tledtyone,,pvedoMapore MANFUFACTURER'S SPECIFICATIONS. 30` I'-Q' 4'-8 1'- 6i" 5'-0""- I- 5- " -I I . - - TYPICAL CROSS-SECTION T Srd.CG.2 _,- r.f RNJARwnosronrorbpedoma./mmsrgoeaIPA 4' 36" I'-3" 53"_ 2'IO" t3-I 6d 4` -1 I =-- r �'�DRANSM e,ys;y My, FWad rides r o b rasp ro to paw.d na•W1J*oltr .11n romp ftocr or sy uslrp W- 42" 19" 5 3" i II" 8-2" 6" - -2 7-0 p SHEET Tt• WSS _ _ -- WssatNe cohslrrctlart lwrr.hn required bars 7- pA A e H L W C B Toe 49'2 0" G 2' 2" g-2" T 0° 3-3 -3 9- EL AWMINUM 1 n rasp / av rJ (rarosl,rdeJ vsr be palled rr dwer Dart w JIM os/d Jnp /fared 12• 064� I •T�- - 4_ Plate side eon m cast In pbae orlW poaeme"t oI Of So" raga door. PrsaM rn &Ie A"I 54' 2=3 5 2-s4' o-2S' r s" T a6o 6 6 6• 21• 24• z4• D. adaa Ae. SPECIFIC APPLICATION 1 0 9-0 -' --- 2• H ,a 064 - —060• 7 6 6 26• 30" 24" SECTION A -A rNa Item my to Repulrad Dora at to be Na5 , 9pb[nd I'cadr to carer wasp Darn sloes d rro rap --- i r •- ',-----------�`•- n 1 IB Oise.060 9 10 6 3I 36 24 pecvA r cost In prom flan, Wd9g7n of romp tax. Vlfu mad«'/ate oar IV,% S�pgmer-c-'j'�e z1• ow' 060• io' rz' -6 36 4z -i4'� 78" ca —Toe P10fe •s , a Bons o Ir CAN ra..pd win Os *4 F, o oro yard rr ar Its cwwrod rail Or rr lydraAlc Coma-r >- Cy 24' . 064 .060 to to 6 41 46 24 Cac/rt Sldrwt ad E,posed opprepofe sfderdt, awrolre-lnploce THIS METHOD OF INLET PROTECTION IS APPLICABLE PrdJJodt covtn.t/on w 8 #8 VERT. BARS OR NOTE Pia lerplha shown on pion ore - .064' .075• 12' I6' e` 61' eo 24 Skw tPlMorlra,oe •ailir Curel"O and gwor aktoe froumam vj"v id ova rapt we lw old in pays'" WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED. w= � 5 # 5 VERT. BARS based on End Section dawn shown Holes on 12' Centers -Max. rrcwwcw0oro pJr. BUT NOT WHERE PONDING AROUND THE STRUCTURE I on nw 10 If the contractor arxtt 36' . 064• .073' 14 19 9 72 36 +«+•.n"« �•,e, o, �>n �'r M." use the Nlrnale design spawn on . 064 . 106 16 2 1 I 69 e4 36 �' "'" ---- wh." used In carllunc0on wNn Slondad CG-3 r CG T, the curb fad an INa Stordrd lJ -- - -- - the right,lerglM will be reduced by ELEVATION 49" .064 1—Ke le` 0 12 7i) 90 2 _' - . • ' • . ---�---1-----• to d adlusted to m in fle mcvxoWis cwb cailpurorlm. _ _ MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. w #3 TIES @ 12' adf.«<e n d;m.nean'o. y4 Loa 1 30" 12• as' Io2• a6 SECTION 9-8 ■ A%slby route Is defined of a carYlrww Cwe Rasps a! to be weeded os Stowe o, the or Enytow. c1 0�" Waro r oar Olreaed rro rNxl6dlru•Jed, slwMe,!lrJi 0r1d rdp raslslaN they ra b W pra/ded d INWsaN/any whWevr w acw r rdAe 01 wnNn 1/a rrpn,Y 80 « /.ta3' le' 3 r2' 87 114' 36• b' Ua,7J or f,pasyr ogP'-DOH slda.•dJ R'rn carecYl+rD W oaceaslda Wms'YJ N e way A o NpArOy ladepp uosw o cvro (eraardless w .MW sl ,M !a a+lslfrp SLOPE DETAIL u u SPECIFICATION Witty 110 COA to aaoroocred, Oda, and P'aaasad r u e,rsrry7ny exy be Offset rots pedaslrton cr1=11a as is as pdnJ FLARED END -SECTION FOR 12 - 6 Cl METAL PIPE CULVERTS REFERENCE • rrso1 whra .ldA d slda.wt o alaawat Went Jy WSOU ./M si Nally lepvlrar ys r as alreeted Or fro rwwtr, nA sAadd rat a wowed txtNnd wNate om lines. spoca ieaJ iron 77'' f f.rsnrp rrgn pass, Me Ndrons, drop their. &V-0 dJo effect pouamw. SPECIFICATION VIRGINIA DEPARTMENT'302 CURB RAMP • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE CONCRETE 3500 PSI REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTSsKd"a 302 VIRGINIA DEPARTMENT 102 02 TRANSPORTATION (PERSONS WITH MOBILITY IMPAIRMENT S) xrrarcc AGGREGATE. TRANSPORTATION 102.01 20ID9 VIRGINIA DEPARTMENT Of TRANSPORTATION `AJ Re.raed 4-06.93 LIGHT POLE BASE DETAIL - — ----- - SOURCE: VA, DSWC PLATE. 3.07-2 ' CG-It Street approach same (Radius to be os A swfocing as moinnne DETAIL I DETAIL 2 DETAIL 3 8 EC - (Radius GRA VEL CURB INLET SEDIMENT shown on plans) ') roadway B 8 FILTER Prune codominoie leaders DO NOT prune terminol C — (Radius to be os -- leader or branch lips `` Rodiol mbinotion shown on plans) 2" o xa L A curb and gutter 411 9 A _ A _ �J _ �. Prune rubbing or T i A-1 I t A - "���_i- -- cross branches ( St'd. CC 6) i>j J D s �s I een 1�_`/� I � I Ie ( p a D,. a.• p.7" O Up o -i_ -_--Prune norrow crotch angles 6" ti 6•• Class A3 (H.E.S. ti,' ' �• b. 's.---------- - � �B , Ito � and waterspouts OptionalFiow Line Concrete •,• . DO NOT stake or wrap -- 3H trunk unless necessary �- Prune broken branches Exponsion t Expansion Joint L 3H p B Remove all tops and louts A Fi -I SECTION C-C H P 3N �� / Prune suckers Note Width "B" 2'-0" or as Malnnne roadway shown on typieoi section. ' ; Cut owoy oil baling ropes 2"-3" mulch kept away from trunk PLAN VIEW DEPTH H -1• _ De�1i ' GRAVEL FILTER• Soil well to contain wafer Geotextile 9' _ ,__�, =. 12" Remove top of wire basket Fabrc _ robticGeotolife g' Geotextile•,• RUNOFF WATER WIRE MESH SECTION A -A Fabric Fabric SECTION A -A 9" DEPTH (il Contruct Grade changes with a parabolic curve. SECTION A -A H•Dfamtter for round rise for pipe arch and cox height, + FILTERED WATER Jy D rewewlts span for box culvert installation � UNAMENDED backfill Soil ' ##r•+ ++T,+a <l '�• Partially backfill, water to NOTES 4 + Widen and score hole wail For multiple line Instanatlons Dh litmon D is to govern the protection outside The channel _ +++++ •y settle soil, finish hockfilling width y S +h� �.ar..r++ . On any Secondary Roads Me specified on plans, on erosion cis trd stand Gorda ro ce TI �II IIII + ,a i r 10' Porabolfc Curverequ•,m11'-��+c' - � Edge OI Shoulder S % Max. --•-".... D endwdl or andseclbn is spaclEiad on phns,conatrudbn Is to be in accordance with + O or Optional Flow Line Slope Change - - Mn3D Detail 2 shown above. _ + # + + " T "' Areo for water drainage �- -p w• _ - Remove container and cut circling _ _ - - D Qt # +« + , Leave solid soil pedestol - do Z Mairtrme Roadway - - - - - - -- -- - _. _. _ When St'd. CG it is used for entrances built p`o SEDIMENT II # �#, roots if con toiner-grown, or as much in conjunction with VDOT projects. pleose + #++f,* not dig deeper thon boll depth Ej Slope Change r - D note the following' P ) DD* ► J _ burlop as possible if field grown �I ~'`^`^-...,,,` O CONCRETE CUTTER D *W Mainline povement shollbe constructed �Qpo 12" CURB INLET Qwith the Fabric to io installed under all erosion cmlyd stone in accordance � 40' Akn. for Street Connection to the R/W fins (except any eubgro0e � Qd with the specifications. 20' Desirable for CorrmercidEntr. stabilization required for mainline [I 5' Min. pavement which con be omitted in O 9 Dig hole 2-3 times root boll width the entrance.) SECTION A - A y MIN, aEPTH ♦ Radlol curb or combination curb Dry Rip flap Rio Rap SPECIFIC APPWCATION Geotextile and gutter shainot be constructed Fabric Class 2' Z beyond the R/W fine except for SECTION 8-8 Class 11 3' THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS TREE PLANTER DETAIL replacement purposes. WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE no scale INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED Q Guidelines for Grade Change D when used in con)unctlon with Stondord AREAS. O CC-3 or CC-7, the curb face on this Standard is to be adjusted to match the • GRAVEL SHALL BE VDOT 13. #357 OR 5 COARSE AGGREGATE. 1 11 -22-00 REVISED PER F.C.S.A. COMMENTS J.D.S. R.) 3 Entrance Volume Desirable Maximum mountable curb configuration. 1* use Typical Section shown on plans or normal side slope, bottom width, and depth Q of channel, ditch or natural ground. 2 12-18-01 ADDED LIGHT POLE BASE DETAIL AL W High (more than 1500 VPO) 0 Z 3 Z See Stondard CG-12 for Curb Romp design SOURCE: VA. DSWC PLATE 3.07-8 to be used with this Standard. Medium (500-1500 VPD) 3 Z 6 When the entrance rodticonnot accommodate Low tress than 500 VPD) < 6 g the lurniny requirements of antlelpated heavy SPECIFICATION truck trttic, consideration shouldbegiven to REFER NC STONE FOR EROSION CONTROL H 0 No. DATE DESC increasingthe depth of adjacent roposed - F sidewalk to 7 inches. VIRGINIA DEPARTMENT P� L 245 of TRANSPORTATION 114.01 Optional ctione may be used for entrances 14 DI1 // SON IND) In sections. Optional flo- gilbert w. elif f ord & associates, inn. tlarline may require warping of a portion of gutter to preclude ponding of water, old A. Mislowsky, J O CERTIFICATE NO. sK"�"'�" METHOD OF TREATMENT— U 0 674 �"E'�"`T Engineers Land Planners Surveyors LOT ,� and CONNECTION FOR STREET INTERSECTIONS ' lT6 4 502 R ISTE ED 150-C Olde Greenwich Dr. 200 North Cameron St. MISC�L/ Jfil y AND COMMERCIAL ENTRANCES PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 L VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 ENGINEER PHONE: (540) 898-21 15 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 FREDERICK COUNTY E-MAIL : clifford@lbigred.com E-MAIL wciiff mnsinc.com 801 K5 _. 25.0' PROPOSED 1800 S.F. SHED ' F.F.80190 PROPOSED' S.F: 8HE6..- F.F. 800.60 PRDPOSED GRADE rr- PROPOSED PAAMENT 795 i i ryr ` % RC UW ler P 1.Ob . C EXISTING GRADE rr , -, -- WT.() RCP CLIV r j r r _ PROVIDE E- 795 - -._ ` _ 5S C A ll PROVIDE EC -1 8' THICK ' 25 S.Y. CL Al 789 8' THICK r pvc SDR __ 0 LLJ C) 21 wA7t R N o � n — 00 ca of or�o Lc) DATUM El 717 o 790 Ld N N>_00 z LJ cy 00 II 00rn r r o 6' PVC SDR 21 w Li II �1 U) (If z O . . Z — z — `� `D" o I > z w z — oco .� ?� N- 00 to LLJ Oit I N:O w : 785 W_ DATUM ELEV 0+00 0+30 0+60 0+90 1+20 1+50 784.00 U'> � O rn lci Obi O .0 O O O d N 798 792 Z a Q o � 786 DATUM ELEV 780.00 c CD PROPOSED GRADE o a ' CV a0 O •— r� U W Q z. o + U O N 00 I LA s 8NCI- +� QD +� f- 0 N }Q J w Or CD n- cr� CO cp N N L6 4 r7 0+00 1+00 2+00 FIRE HYDRANT LINE -SOUTH e+00 804 798 792 DATUM ELF, V 790.00 0+50 1+00 1+50 2+50 3+00 co CO r7 N M 00 00 00 00 co 00 0+00 GRAPHIC SCALE 30' 15, 0' 30' 60' 1 INCH = 30 ft. HORI? 1 INCH = 3 ft. VERTICAL 1+00 2+00 FIRE HYDRANT LINE -NORTH 3+00 I— O LLI Z J o � 0 fA Z w 0- trLLJ o 0 z W w o O OI— 00 w w bi w cr_ cr_ o 0 Q cy) N r- d' i Ov O AL W C C�( co c a� ,.d J O • pmod opq to > w 1 `N I A R J O -i Z 3 Z� O w d O w F r wow x r � �Nt L,z a w IL oQ 0� SCALE; As SHOWN DRAWN BY: ✓, D. S. PROJECT NO. DATE: 5-17-01 SHEET6A of 6 3, 4, ar re ✓,r �rir a. r, ga / � / .in f / / rf, •a 4 4 4 4r /rv. '>a /N YH//: F//r GF:/i/oN//' ..N/r' yq.rr / 4//rrr.' /'iN•/ // .0 � � /Nr � �/. � h � u/, /iqi/' � � a/rr' JirN'• T r b �'"� i �� rwG lr F/i,� � r/.i 9 CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss Utility" 1-800-257-777y7. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed of the earliest possible date after establishing grade. No area is to remain denuded for more than 7 cole .dar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must to posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick Count Sanitation Authority. The contractor shall coordincte with this agency and arrange for inspection byy the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 1 Temporary termination of sewer line shall be plugged with a waterti ht plug. The ends of the laterals shol' be marked with a treated 2x4 post extending from the Plug eighteen ?18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly olignel with its meter box and yoke bar, 2) the frame and cover be set to final grade of 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 contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location f h n r f h lateral r coordinated with the Authorit s assistant c o the tap and the termination point o the atera are to be co y engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay, the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. 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. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of- 6. If required by the local VDOT Residency Office, a preconstruction conference must be 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. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadwayy fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-woy. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridgge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 18. CG-12 Curb ramps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. Pi-it'Ite d &0' 'i l Tt_J P 0! f 19 a TNAdJ 7'C e' r PY chfcti6hs �vkn7r,7,7. to Vicin ity Map Scale 1 "= 2000' OCTOBER 12, 2000 g ilbert w. clif f ord Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 0. c 0117'7 & associates, inc. • Land Planners • Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SUEE'T INDEX 1 COVER SHEET 2 KEY MAP 3 SITE DEVELOPMENT PLAN 4 GRADING & EROSION CONTROL PLAN 5 DAWSON DRIVE PROFILE 6 MISCELLANEOUS DETAILS Owner/Developer: C. BRUCE DAWSON 110-A INDUSTRIAL DRIVE WINCHESTER, VIRGINIA 22602 PH.: 540-869-3951 FAX: 540-869-4988 PEA H f7F mor. / ALD A. MISLOWSKY, J NO. 020674 �. Approved by Frederick County Zoning Administrator r f Site Plan Approval Valid for 5 Years From Date Shown Hence Dote Project Number Sheet Number 1 of 6 -e- l /1 1 j 1 rt 11 l" ( '..1• + 1` _ ... J Y Q !i v I 1' II tIIGrI 1 t r \ �~ tl i1 pp ,f f HbfII �.. 1 t� 4 O ,',;��'� ♦ / 1 f"i 43 t LEGENiJ♦ /I l / 1 i l rI r ri"'riJ'`t j ,� "`l ' " ,°r 1-yo Q T.M. 6A A-801 ' / A-- , \ t"` r s / e l r /I / 1 1 11 fif r ! , 0 . ,.; ,.� � / \, a I ` f/ I ft' ' I I irltrrii/llI _� �_�-' ; BLACKBURN LIMITEb PARTIEfSHIP = ,:''� , ' �o`' m Q Q Q Q `� `� !1 j i Il % l i 1 Jl llr I I r d� c� rr c- Cl I r � l' RF jr/ 1 , /1 tI 11 l// ilii�?iri! ZONED: RA r ;,J / w - - , IKON ROn FOUND ; i// / ! / '1 ./ ,r.-.S � � 0 fr t 1 if i i I / rtlh/#/i l ' l ��a USE: AGRICULTURAL � �' '11 ,fi,' _..f' �p��� !1 1 I1 r / f 1 1 Ilu1/ftIItl 1 ,, ,.�_ _ �-- N--,,-.'� +ter"Yr,- ,, I l, j I I 1 llfr'11t1, VDH MOH. CONC. YDH MOH. It 1 / >! i , �/Ifl11 / c SL<� / 971.42 .v ^ �r s+� z.,,t,,.,C `',� Y-/y,..,,� V-v� �'Y ter_. IF fIlt 1 7 , fr I 11 / / ! ! rI It f/ iI r/ r,/C P�;//A/4/ r �a -" N 41 °28 42 E \...__. • ,...,,\-&-A-A-."- �..-,'-.��'8� ? •� I I-J I j I / I , 1 / 1/ltlfl1, 1 - _.... _ , . ._._.._ . , N41'2;42 F rw �,. t a ,,,. _ r - t ! �- w . ti� _._.... it f 1 0� I l / jltlJrNjP .-� �� a� .s.--? - - j J tL� ��r ' 0/H UTILITY LINE / — — — — — — ___ _ .. _ . _ _�_ , / _ - t / �,.. I 1 f _ _ _' kY ter. 3.. tad /�- - . _ _,_ I t Ilfr:`rflr y- L' t, h_.Ar %.� _h mot.. 3 k 4,u!I I / I / , I 11` / II1t /Ili I `__ � "-k--l'-A-k.,-,.._,, -k-.,'-t-."-., >",,*._� \ --- ---- , . _ ' _ _. __ -. _ _ ._ __ PROJECT SUMMARY PHASE II and_ III1ff 1 / r / ;tllffl'1 t .- \ -/--------.. _--- -- - ---. _ ..�_::... TAX IDENiIFK;ATION NUMBER - 63 8 2 >"V , l I {I 1 1 1 / , t1111ftIrlif I � r` '7_RIV ' - )- 1WOODLI NE= - - AREA ACRES fr/ / r ' `i! i Il1i i f 11, i1 tl � (� � 9- �. - `" TOTAL PARCEL 5.951fI I /' j r / !!/I if1111f I I, - �� - - „ - \ >3 _� ! ZONING--•-••----------•---------•-•----•--M1 a t l f Ill{lJll f 1t �_ } _ _. EXI TI /� FE !1r t i 1 I r/ / 1 I' 1 / ;'r f/ 111 ttllfl'' i / 1 1 - j 1 FT �l �' !�.. 2� /; - E�� �� _ _-._. _. ADDRESS DAWSON DRIVE w 5 NG NGE !lit f r 1 // j f Itilll!1I I I i ! I f F I 4- _ L1jT / \ i t l,l I` 1 / l l I / Ill t1I1f l I 1 1 1 ��, \ - - , '' ! // CURRENT USE - VACANT co tw- { I1 1 , / t I f / ftrrJitl;{; ; / f 1 „� \ r PROPOSED USE OFFICE/WAREHOUSE f J l f r "" 1 t�j 1II1lllfl I l f f / t y �ts., +;,; ��, m i n �i f ; l f 1 fY I / jriilll It�fi It r 4 / t\ `\ - _.#:: 0, ` •:� 7� , � �- � EXISTING LOT ARfJ1---•----------- 5.95 ACRES Z � o zctf _ o !1r 1 11 J I i ljll l /I/11 I I ,�''`+ I \ - ` s_ ; _ _ _ .r _ r _ - DEVELOPED LOT AREA ........ . ............. 5.95 ACRES 0 0 a- Ca n i- ll t l / 1 r IJt/!//ij I I i / I I / \ _,. : - z zLIJ !1; J f 7 1 ' fl/II/rtlifll I r f I l \ 11 1 I 1 ttrl'r1lr 1 1 1 / 1 # - `� _� '� • ,<. { __■_ ,, �/ SETBACKS RE IRED U a z M //,f 1 1 X 1 // lltlllifl/ft I I/ r t `-- ~~ _ (10 - I l t J/ `` 1 ' ' = . L. // FRONT 75' 107.5 � 55 W `z m x C, a /It I l f / / I•► I lfd11 roll / I I I I `s 8 1 J0 `'` 'o 3, -. :� t lL Q cn � Q c) rft I r • l f 1 r�lrftlllri ! 1 1 /i �1 11`'°�•, `` �-, # ,, ��. I ft ,gip, SIDE 25 101.5 z o �- .1 r i I 1 ! _,- i / / r r, I Mil, 1 II i ct, # 1 / p . , ti •... - f REAR 25' 160.0 � � 2 d c) t- /l / I It .- - I I /thrill I r/ I .� I/ r I t I •� JL'i i I 1// / t 111 llfl{rI I I j r -Li f-- \ r• i-. ! w �� � r O w r C) C) / n q Z�z'— J f� () CO II ; IIJI�fiI, 1 t / , I ; -- f y ••••• y < i t- BUILDING HEIGHT 60' (MAX.) 24' w cw o w o 0 /.. �l C) / � �; i ± % J ! / rj/ l �l/I�� 11 � rj II / t' f �, qt ?e ' �-} `' .'t: 11 _ ��',� Q= d o - t i ``� �.uj JN l 1 �! r��r I M 1 1 t d • * ' • : z OFFCE AREA 50,000 SQ. FT. w z a� o tl 7 1 I '�J ! I7 ! o •••■ • .,..;:: nn., - Si / NTENANCE AREA Q FT 0 0 o w J I 1�- I (ir.•j it I !I 1I r / j - o f y� c>,� �, ••• • a 1 �...:,,; . 1 11l 1 f1 1 ! I �' !,s, 1 tI ll ,,j, ll; I f r , 1 _ , t;.fr 'Y j q ORAGE MN 6,550 S o ``' w Q 0 �1i r / j�� i / l rltit tIII;'f r f 1 r1 i }c, _ _ `':- } _ } �\ TOTAL BUILDING AREA 56,550 SQ. FT. w a W UJ f I J ' j rl / r / 1.1C 1III i 1 I l J n , c) �, _ � v • ~ 1I I i 1 ' ' '�• ' f l I I # 1 I �, ,1 I I J i j I I c� -r I, - - j f , __ r - DEVELOPED LOT AREA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • - - 2.57 ACRES (PHASE 2) w � w W � � O �L f t i `� / ffil111 ftfr 1 L 11 fl��� // _ �\ - o r,.,....,;� r - _ 1 I I I I r �. / l t1 I f I I I Jr'r/ .�-.. , _ DEVELOPED LOT AREA 3.38 ACRES (PHASE 3) Q Lij /II i 1 / /// {l1Jt11111 I / 1 + 1 r / \ i oo 0 •� y. PCs ' oortiI i r r1 / t t1t1111r' l rt t ! j ; I. ,� j // r\ \ - • I I ? � r ;. ; �: �•'et �� _ - d, % TOTAL DEVELOPED LOT AREA 5.95 ACRES o \ o 0 0 r� r, / 1 l / l JJ/ 111j I r - s V ' I -- '' o 11 11 "! /I/ t rfI1I1r1J11l11 I f "'►' ' \ REED .._.. ACRES _ f11 r/ / >tliltlllllt 1� {t I Z i t .r �'L j;, t, X x j - _............... LOT AREA DISTURBED 715 N oo N , 1 i 1 /j / !. j 1 I I I >., F„. _ i FAR ALLOWED 1.0 III i r t I f f 1 f1 Il f, r j 1 r{ 11 1 ni / r q 1sa cs ,� --.: :. I 7 N N N '- in 11 l I 1 rrJr/tIIIt 1 1 II I r �' / '\ q Q r� / FAR PROVIDED- 0.19 111I i ! li, � I 1III if pup, I Ji I ' 11 I / I --t-- r\ s -: , ` V • 1 i �.. -i _ MINIMUM LANDSCAPED AREA - 25X 64,796 S.F. 9 r 1 r ! ; r{ 111 1 % ifif' fi 1 ! ,1 / {tJflilfliit i1 1 / t� I<;� ; \..- LANDSCAPED AREA PROVIDED -------•------- - 86112 SQ. FT. JI tf11• l r 1 f 1 I 4 t r tq � r �'� �� f �. .� Z N� �r !r� cD III t i 1 1 / 1 # it i It I11t1; 1 1 I 1; 1 I \ e , f'i♦ •�• � � . PARKING RE i PROVIDED � g Al 1 tJ 1 11rt1lllij I l +1 f PROP. LOT 3 ` -? •-• -- - u Jr 1 t II 11 ! I I I IIt, i I , t, f I I / q I u -'- s. PHASE 2 PHASE 3 PHASE 2 PHASE 3 v 8� r. I , I I1111111! 1/ 1 ,' :, 11 I 1 I ..\ ZONED: M1 0 "p r OFFICE ! u ( # I I l t = 0; I• - '� 1 SPACE 250 SQ. FT.) 32 48 *ON id �� <c I'll 1 t 1 f 1111f1 1 f a I I ." ' ' ' USE: VACANT :€ �" =v s, ( / ) I/ I l i I / I/ fl IL/f I I i t! 1 l u. 4 a•. s ! I I I I i 1 r 1 1 r11111If11I. 1 I �r r I 1 -; /f fi r l illnrljfi/1 i I't oI I I TMP 63-8-3 s I WAREHOUSE ap =I is % _ fr:; -' U f l l l I l 1 1! % I t 1I/t I !\ _ : x• {-: .f 1 Et I OYEE 8 12 0 -•• ! 1 / IfI I l 1 I Ififtlltlf II 111 ] I i i i c' v �� 14.6128 ACRES ' • '• . • ' . i � � (/ ) ,� �. ; .,,A 1. ! rIl IJ rI II 11 >r 1 t II 1' 1 i Irr itf i {' II ,r j 11 ,' r \, ` , � .. " - , - - - `� N TOTAL 40 60 42 59 L U- I M I ,;.. t l r 11 111f'1111 1 I I •� 1 II I# 1 I I I ! 111I11111ti1Jl 111 :� ; q _� :-------- r� W - - ............. - "�� _ � - O �n� �•• �'' TOTAL SPACES REQUIRED - 100 � t 63 A 58A fill I I 1 !1111.11111if I 1I 1 1.1 I �_ �• : a p� w '' ' IrrI;11/1 r i i, -'r• I '- '`--_—_.--- � — CENTRAL COCA -COLA 1 I 1 f ° 1 o i l tr•II+1 1 r 1/ f 1. I I r .-�-� TOTAL SPACES PROVIDED 10140 1 f/ / 1 I I ' t I l 111 III' f 1/ , if i // ` -1 \ 20 -HANDICAP SPACES 2 2 2 2 t I ' r l / -v �- � `n X �"+ ., BOTTLING COMPANY, �LNC. LOADING SPACES 1 1 3 3 °° • /it I 1l t r J 11111 I# 1 11 I / �"�' `� I I ;:' «..� OADI as Il "t r 1 II/111ill 1I 111 I /11 / / _ V -," ,� r . 1 't 1 1 I I , ( (n f?B 905 " PG- 't 11 f 1 ! f li JI1fI If I 1 �I1 c?� /r y �� `R t' ...� - I I � ��i'' I I', r 1 ' I i 1111 / 1I I 1 # 1 P., �ry ! - ( CD 1 / I I i II' d 11111111 ,1 # I I t / l ` `1 t�i \ . r i 11 1 1 /if /,rill 111t/ I I. 1 # I // _�--'�''� .� I _ _.. ( ZONED: M1 s- . �, , t `�' r'' PARKING LANDSCAPING If I 1 I , 1 �` - �y -_ _ _ ; '. -.. , • .� w ;; 1 // USE: VACANT PARKA L M --••-•••-•------__--- 1 t I; 1 I Illlffllf; i## /I :_ 0 C f 1 ! rtllrrI 1rj 1 1 /; r ;- y.- ti , . � :�?: . z; - i , / as �� - 1 NG OT PERT ETER - 1250 FT c 11 f 11' 1 I 1 11 /111111 1 # 1 # ill / / I, .,• ,.v .... I. iv . q, lit I! i /' I '1 ;1i,11111i11 1 i I ; / I / , _ J r/ �,' PERIMETER TREES REQUIRED - 31 (�1/40 FT.) 1 1 j 1 17Il1rlfr; r f f //; L. N t 111 I 1 r I . PI P11t1 F11 I I t / t / .' ``. \ i : _ .H; PERIMETER TREES PROVIDE 31 c " I fJ t t ,' 1 I�I {Ii!L t i i 1 I r • t / ,e -t ,' ", , , \! j •. = f INTERIM TREES REQUIRED D .....................11 (®1/10 SP.) I! I I f f / 1"I"I.fIf11� I I 1 / t / f \ \.,' : . ! I t . , INTERIOR TREES PROVIDED -11 1 1 j i 1 r f1/JIt #1 #o t r / r I i s r a. _ -80� "_ J 1 1 t J 1 ! r 11t1111I10 I 1 lj t - / \ ` \ 1 ... - _r- `--•---------•----•----- I11 J r r 1 r1111IrI1t1 i ! f t 11 J {"" l `, ` 11 \ I `A �` _. __ �� v '! I - I L 1�9t!' i I + III / ) \ ` '. - _ -,- OTALTREES PROVIDED .......... 0 1; i l i r '� t'JIf11)1 1 r 1 III I 00' C3 .� " - - ��- _._ ' j _T 1 n j N; ' f/invil1! I # t 1 / r 8 ,.�/ `' \ �r \ _ -° . -'y PARKING LOT LANDSCAPING REQ'D. _ 1,570 SQ. FT. 0 5% � {<< i I l �I J II'1F7T7Ir 1 i I qJ//// y, / \ _ , r \ �1 ` = � � .� PARKING LOT LANDSCAPING PROVIDED - • 3 516 SQ. FT %* 1 r r1flll.tliI I ; ,_i"/' I 1 \ ) � rn ". _ ♦p" m N 111 I f r 7 1 Jlifillll l , I Il , 3 / \ \ t "- > \ e. 1 � >< .1. r ,. _ rr�l 1- N 11J 1� i 1 I I i 1111t1;I1 f t I /,' s r \ ° ' ' "'` ,""/'"y _ _ ~ - - _ 4 EX UNAPPROViED PARKING..•- '` NOTES: u 1 f ,.±r ' ! 1III1{llfl f I I, I \ ..w \i� _ •I `rw+-• `, V i 1i 1 I _ fI� t ; f 01/1111 I 1 I / i / �.-'• _.W __ i \ 1 \ .r •., ) - :_-' - :`"--- _ - _ { TO BE PEMOVEL; ' C "' 1 I L I ' r 1 jllrjrlJtt 1 1 I �/ I, �-' �,r '` �C _,7_, _ __ .. 10 U U 11 f I r J r t ;j )'1111'liI i I 1�� r �� Ff � : •• . I --' " �_. b.y. _�� 1..A �SREM NTS OF E FREDERICN THE P PROPERTY ZONINWILL G ORDINANCELY WITH . s S) (a o 11 t / 1 �.J'r f111111/Jr # I I (J /A,. "t' r # 11 I (r' � _�- y °..- _ - ?: ✓L a1fl l I1 rv� f� 11Iff1rflI 1 rI ��. t v F o 11 1?' +V f 1/li 11{ r _ I I co;;! 1 �, �j `n `_ ! \ 11l , I7 - i - Ij I i if f111f 1 i f l t 1 . `- i ` r \ _ `. I I i I r, �'' ` , `•_ 2. All LIGHTING IS TO BE CONTROLLED TO PREVENT OFF-SfiE GLARE. / \ 14 may-• Z 1 IIIIJt 11l I , I 1i�>, / i r% \. � / r 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA 49Q z Id 11 I # ; r j1Jlr11;Ir / I I i ' + I I . q '.r vti `r I 11 -� ? /° AND A117.1-92. VQ -� 1 1 f ; 17 Jr1J1!'I11 1 I I 1 \ _ :. _ o i i-- L� 1 / ' : ; .. cam _- � cj I--- 11 I I I ; I 1 t11111t, I ' , �I GO U� I 1 N \ r'` PRO. STR 10 — — — — :s _, cfl j w c/� 1 i l I i i r r 11111111t 1 I I I i I I , ` `, •\ - - _ TYPE: DI-1 a 4. vw _ : . - =_ 4. 1. 0 STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL to � > i W ,z I 1 I f 1 1111tr 1LI ; 1 'S' I ; - { i FEATURES EXIST. o 111 r i I I 1 11/11 t 1, f I 1 1 I I ` RIM= 793.50 I . - .z v >v I I l t r oa11t I I I l I 1 O / / q \ -._- _ _o d # t + 1 I ``> I MARKED AND POSTED PER FREDERICK COUNTY FIRE � I -, _ t T I 1 fit t t 1 ; Rl ftlt 11 I I ,I i "I �. / \ -' __ _ w ._ I., MARSHALL REQUIREMENTS q �. f \ tr -.. b. A i 11 j IIIIIIIII# # ` I r'l „�,_.-.-_ �'N C� �, L1_ 1f t ' .f '• , \• , f'fl - t ! =7 - " .,_ _.._ _ __ �43"Jl c32"-W f _ � " q N 378'C10n. `' J t__ c,� i i I I 11 f! 1 • r I I I / � 1 `I $ r a ' '= 1, ; try ------------ ---------------- - 6- ALL UTILITIES TO BE PLACED UNDERGROUND r 1� (/1 1 I I t", > r r 111I f# I a I r i f, `I I,." e =`) q� a.�� ' t '! \ __\ `} >. 1 Ir / 1 :Y, ! r I1 f I i I i ! r �1 -- A _ __ _ _ _ I 1 - • -' _ -- - 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES Y -� 1t I1' IJ 1t JII I t I .1 - I i t, __ .-_ �- ___ �~_._-_ _ t' ��_�.__- :` 1,IN ✓.' /J N z oa _ _. 1I11 1 # I " r l 1fl off 1 f I 1 I € it r1 ` I I \ , ..__ t _I t J. f 11 ' \• _. /, OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1: o } N a jr o w I 11 / f' f� i IiJ 11 f T 1 1 �'1 / f r 1 1 �, It I ,' LOT 1 ''`:.'a l 8. HANDICAPPED ACCESS SHAM MEET ANSI 117.1 SECTKN 4.1 . a , ':� r to z 1ii ii I J rI 10110ll I f I I i i ' / r - __ o r1 i t -_.x _-_ `"� - _ __ -- _ # X� f = oo oL ! / ! �`. I 1 i I -% t � 2 7 77 ACRE _ _ 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM r `'% . - d N 0 U- Z i 1 11 tit r r �. THE YLAR-20 0 r f _ _ r o w If t I I # , / ! , WATTS PIAII� C41fS 9 1 ° \� r P P. N SIGN H - 60 . IG AR 1 F � r_' RO L1 ES. MAX. EIGHT- MAX. S N EA- QO S 0 rI fI 1 # � I i•lif1T#! , r � �� r i � 1 3 I I "`- _-'i� _"� ,,, �.,�,,:,. _� � -_ �_-. ,._. .., _ �\ �' q � ^� v w � � � 1i1 iI I t r 11111r 11 I , f tr .. - _ / � \, G FOR IMPROVEMENT. TOM -NTH 651 i ► I ? 1 - ,,,. r r --ZONED. M1 \ .< q W ' S it t 1 # I 11111r111 I r e,l _� __ r ` 1 ? __.. I ' ,, � .__ _ F • USE: OFFICE _ q \ PLANTING SCHEDULE �1i 11 rI I II # 1111.Ii i # I I _,_ _ / .. SHADY ELM R�4D) ANC ROUTE 37• I t ► ( - _ L. I . , t 11 ! tlr11 ! 1 i -- - --_. f I 1 t �- 11 i r _ _- _ i fit It 1 r i ,fill rr ! i ll . , -o _ ; r I I _ _. 1 - _ TMP -63-€3-1 __ i _ __ THESE ICI pROVEMENT5 MAY FURTHER _IMPACT -.__ _ _ 1 o - i11 1ri i! f I iI tl�t!I1/I I I I i :�I ,/ I/ , / \ �' o 1 f r 1j ; i f l` ! f i ri t i t r i �,. `� ,'� _ _.._ i c THiS PARCEL �... I g _ i - _ ¢ • � _ \. - i TIAS r III ? /!, s' s. 1 !a t - I } / I i ' ill Ill f ! I 1 I / ` __ /` q !1 - ` r 6,zm SQ, FT, ,Tula I f 1, I t f r t / i 1 ill 1f t I # # 1ltr l ; r ► 1 t 1 _ ---- - ( — �- 4 1 11 4 1 111 1 1 1 ;1; / t � •, I ( I t _ . �_._ _. \ _ t MAX,UCNx. UGIT1'.= &5 FT: I I I I --- Jill/ 111 /" I/I g iifllif II r i�( ;'' W 0 0 D S ) i �- ( i i, EI �. f _� _ ___ i I r1 1 f 11 J1#1.1r + ? I I f ?� , o. _ __. ,v --' I _ _s'I _ -''1FAS III \ 1 III r & BRUSH t > - ..,.1 t u i 9 11 11I f q' ! iI rfltTJ I I 1 jtf / q i7� `"� 1 l i q I , •. � © i S L IPA -, `- ', 'y 1 , i' 111 1 Ii f / '`` ° 5, ,�0 5. F'i O�ICTs I# I I I f r t#ri r 1 r r ,f� # �, �-1 and fS-1 � � � � � _--___ �, ,� �.� r ., I MAX���� BT�t� T;[tt13' = 35 T -- -BOTANICAL r COMMON NAME SIZE AT 11ME OF PLANTING SPACING QUATINTY WERCII,S�PALUSTRIS \` \ \. PIN OAK 2' CAL. ® 6' HIGH AS SHOWN 22 01 ACER RLIBRIAf RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 13 KORNUS f1mcl FLOWERING DOGWOOD 2' CAL 0 6' HIGH AS SHOWN 4 a u, I , CRENATA 'F ,21* HER HOLLY 36' HEIGHT 4'-O' O.C. 115 1II - s f rI r 1I 11 11!#1#r'f r 1 l �l "!/ / � t �\ ROUIRE17 "x_ I.- �� I `� r� rac' ; I W . __�__` ._ :_ _. _ _� _-_ ¢ i ?� r t 1 't r 111111 1 t / _ _ w t `I VAN. OUT-783.50 �.. I �' f'*, - I r' ? ' r 1 q ill I I t t r 1 T1111 ! I / _ __. --- - / 1 , o = II - / t SEEDING RE UIRE�[ENTS ►t I f ! ��»»•�, I 11I ! I 1 It1fI11jr i I ; ,I / - -- �_ Q + I fill I1 1 I /j e ,-' - a: ; I ,• rt__ ' �. ODIC.TJ6.}it'� ) ---, f t 1 I i r 1 r lI t t r i d 1 i / 1 t / Aga � of .-_-_ --__. ,,1 1 - M `� 1n� _I --- � $ 1' �,%. V` 7,0 i•50 t �, PAVED WILL RECIEVE AT A MINIMUM 11 1J1 # 1'1111, # 1 t r - � _, _......_ 6 OF TOPSALL DISTURBED 1VREAS NOT�{� -'ter-i __ { � ,1 '" ' P { OIL AND BE SEEDED AS FOLLOWSr� � f � �' p ���� ��:� � �-- �• - ! -i 11 B•., 5 �O �', T'1R�1` } �S?s1r 1t / 11 11 l r 1 i I% - I I__ x_ _t : `-' §1. 3TOLI Vi11TG TII TCiNT= t4 �. ` r r 1 fIII t -' '' ^'' 1 - '_.-__.__ \ ( `, �t o !!! q � �r ' _, 1 o 1 ``\ 2-3 LBS. MARIpN KENTUCKY BLUEGRASS PER 1,000 SQ. FT. I i � 01 �{ i i I � I It tI I I I i �,, `� � � ,� �> _� �._.__.> _ I � I ---' � ,,. m I \. 1 LB. ANNUALiRYE PER 1,000 SO. FT. rf 1 r r#rrr1N ! f! � 1 s, 1, -'_ ,, 4 Iii t 1 1 # .... I I moll I I ' ,' i t t� _ \ #; o � - _.-- - - / \ 70-120 LBS. /MULCH PER 1,000 SQ. FT. I I t # f t1 (1tl;# t --_ ,\ , � _`�1 r \ t I x ,` I 1t t rI 1 1 / ill 1 I ,. - EXiSTI NG DETENTION POND -1' ., , >. 1 1 t I r 1 I , , r r ) ; \ F ., a . _ . �. L � , 1' I U . / x f L - �, •w.- ._ t `, FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE is L r 1111t1,, 1 j _ / { 'r:n_ ,.b 3 r,1 ; I f I 1, 1r Ilrr7l 7 I � L ; ; I I ,. �� ; -., _ �, �� I.....__ •J-1 ' �� fi:`.� 4 f� ` #t r I r I I i, 81 i TESTING PERFORMED AT TIME OF CONSTRUCTION AT A IIr t I i i 11, I II r . ! I 1 . I>> - q q I i I pp / �, M =t+ a . Ct , ���' �, _ I `! MINIMUM L1ME SHALL BE APPLlEO AT 70-120 LBS. PER 1,000 SQ. FT. Ir i 1' I, lrrl j ; i , \ ; A F,;. , l I� I/ t ) I 1 I \ ill I I r I 1 i t f r 1101 I, i � �'' I € {� _f _� I } �f I /if / # I I 1 r i f r 1 t, , / # ; ! N v` PHASE IIa`t�d Ail TRIP GENERATION 1 I I • I f# 1 1 1 I f i f I r t l t I / - �; - _�..�._..._..�.--_- q It I y. I , f i it Ilrtrt rI f 1 ! r' 11 Sao n. awwae rxae. I..�s ~" I O I li l t u r` # I'll f r , ; t1 f / - I - -_ � : � ¢} - -� __ p i`fE 6n+EDfiiON ESTiMA7'ES !i I j - _ f 1 # 1 r! IIlIe r s / F -� R, ~ - - -I I. r r WOULD GENERATE 349 T.P.D. __ " .I --____ _ -j _._ __. "; r 11 ! 1 i n. i i Will? I I\ L r _. _ __ _. ! , q r; ,- USE c } ODE: 110 Ili i I §I I i i Ilittl I I �`�_ - - 1 -��.. � i -. - , ' � _..m � I I� _ I r 1 1 t ar t�.w� r L. Lr -, _. .,L� _ - - - .a I ,_ - - - - - - _. - - - - - - - ,`'11- - A\- 1 I y r- It t 1 ;t # �r'itr��� e - 1 I r / 1 r 111Irli v_� / ` ) r_p, r11 "''`'��; � � �v r vv ,t _ t 1 q; � `,, 1 Iii,_, ! I1 t' +i#t1II - ` , A.1.,4��,.._x�.\������,.�r•"U' - 1 `1 - - - I1 - ` - \ J r I 1 1 ;1 -1 — -i! rp[--- -- �-�• - -T 79 \ ` \ t 1 I I t ' / _.._ # .•_-__ -... f _ _ _ _.-...___.____._ _,1,_ g ._w,_.__ •- - _ 0 ~ _ _._ \ # 1i r r i 1 t VD H M ON f �_ _ - - --- ----ls 9-"--- _ : - = w-=�- - _ - _ _..1_5� - _.. _.___ __v- �__ . - __ _- _.-_.....�.�,,...•1.. __..._ .........iJ .A.�' .,�.. mot...#. .�_1_1_1'.-.. .�.�,...,�1-....�- _.....•.._..J-`••,.�.._...e. wy-••.- u — i �'�"" ,.t ;,, a. rs._. .. .-r _.!.1._ Vf ..-_....�•_ _... El m •$,. (i �... _. r__ --- I j I � i r i { " r r n - - .- r' cft drw 1 F" �- -" a _ y • \ s� 3 r \ , 1 f � I + + 1 r i S43 08 28 W as° ° i `, 1 . t� to l ' .. ;$00 49 • i/ 4 0. V -,, -____ q .._t 1, r l 1 1 f 1 �_ ._ 1 r �' f 7 f 1 _ _ ._. _ ` _ µ - -4-`� =- _ _ _ _ _ _ _ 1 t 1 } r t I 1 f i ' r __ . ._ _. _ ._ - - _ _ _ - _ -- -• ••- - - _ _ - _ � - � - --. 1 �, � � _. ..- - _ .w_ _:_ . L_ _ --- �y i� \ F �w l I 1 i ! ) 4 t 1 r I t # I i I ._.. ___ -•--. �_. ...._ __.._ _ _ . _ _: � � -- --- _ _ _ _ - _ - _ __ _ _ i _ _ , . __ -..-. s ..._ _ _ _. c _ - - c - .ol 7 �i jo %�7 ._.1....1.._ L.LJ..t_I...l... _ ...Lt_ w_:t-.."'j.._-...�:'r. -- -,' �W.,�sxs;•_ac......_o.aa., rn�: w ...._.ta._._....,...�... �;,�_..._._....aa.'.�._^:^____��••��::__..��..��,,.._�x_.__ 3_.._�a_._..��'a '.."-y.,�a... c� n*�•� ------------------ ::':I =- ­ - -- -_TM _..a� .." „ / w 4 - T J /�A �.'� el V ! •� .-•• -�� 11_�"_�_ Sq ti, �`, T ''. =^, _5H Y E VM , �`,.w. yam.'., -,t -_ •:`. ..iY�;^. W-y ,Fr "V""i �_-,-•�F = "="i�.s ,' P05TED;35 M.t'.H. 51'EED LIiyIiT \ NDA IzOUTE 651 - w`' ,� _ I YAK SEGO kY ___. _ _ r • a ---. - _ __ �. -� 11 -' i _..�._._... .•.-.- --�_._ ._a..- ts''/� - -r.-. err=r-'::r�-*.-_+-•:-•..-�.:._,J,----n.__'•--v'•- -rr---•rr-•>s....w :ter•...''"' i `y 4 - r=.F-�`P=="J'�'",,,�,.n� ...�y-�, r f .,_,.rr.... _--1..•1-+.•.rl� __........�ii ._.` ..<` :':..-. .- .....-. _.. _.....�.. .._ __ 2r- �^-r^^-w"S�—xt—s:."•."-�?_""":T----•-.•- _ 1`' "`` • .. /� �, �� j� � _..-,-...� �;� . �.,Gs,..^sL._ . /fit T�'d b., �♦ � l,••. 1 I i 1 i �' _ _ _ _ _ _ ._ - - _ _ _ _ _ _.-_...,.- -_. _ .. _ r u r ' _ . ~ _ _ - - i11✓•� •��il,D" -__ Ir dada" x \ 1 O I ". t I I I ' } . 1 _�_ __ ._._ - _ __ __ _ __ _ _ r - w �. .- ~.� _. w 1% 121 .41 ��" , , I I CR.�4PH/CSCAL,E , frl I / t i jlll I `� . _ ._ ___ ._. _.__ __ -.�90 _. - �__ _- - -w _.:� _'_� __-_.__ - - - � w_ rw_ __ _ ; r-� __ _ _-._ __ __-__ �, � ;- T ;... a \ t T.M.q 63-A-57 / [ 1/ f # f ,., 1, w � �� 1 / 11 1 / r f 1 r I rrI ; �� -N- {; r ., �y,r ,, ,,, rv�r-v v^v k } � ..-A -- - _ . o a :_. �- --- ;�: Rw r 0 , j • "\ T.M. tq 63-A-61 / / 5 /i/ / 1 ! fl i I T itri t f'yr �f V C'`` ," _-_ t. ._.._. _ r Yv,-\ • ` r `f/-' I 1 K `.l" �� /Y %`j�j "-V /. �\ I I If, 1 I 111 1 ,,. sf/ ,.f \'.. `\ti ` _ 'rI/`,n I ; ,w_;nss 'DISTANCE=S F'I'' •,., ', GENERAL ELECTRIC COMPANY 4 :-, �_ _ IG /� 1�__ i I tf1?tr;r ( 1 l r �. /r 1 t; �C' /!tl FEET 1 1 I t t`jt I t �, / s / </, Y' I t ,` , r ZONED: M 1 1 1;nci'60 ft.i fi 1 1! Iq 1 co 1J/ /f 1 \ t I 1I1 1 1 I I I 1 loll '' / 'I USE: MANUFACTURING .:J II , 1 # S / i 4 1 r t ijr I } 1��,�,/ / �' ,i f t �p1. � ,' ` Y, "� \\r \ I _ ) //1 ) I t f F i1t 11 / / / r :; t i 1 i, 1 11 r I�t t q i , t 1-co-_ I I I \ �g \ / ,3- REVISION TO ORIGINAL SITE PLAN SP-54-00 t rr-I . -rr � 4- � , I �__ � tr� - _'`i I N cn , n O q 'N ti t b L1 R j w k q j W W SCALE: 1 "= 60' DRAWN BY- ,IDS PROJECT NO. DA-M: _ 10--- /.Z -00 SHEET 2 of 6 Culvert Summary Storm Inlet Summary 1,. FIRELANE MARKING SHALL BE PROVIDED AT ALL 4. PLEASE NOTE THE REQUIREMENTS IN TABLE 602 OF 54' R/W (DAWSON DRIVE) Culvert Inv. In Inv. out L(ft) D(in.) S(7.) Type Str. No. Inv. In Inv. out Inv. In. Top Elv. Type L feet FIRE HYDRANT AND THE F.D.C. THE STRIPING IBC FOR EXTERIOR WALL RATINGS OF THE 1800 S.F. - 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 - CURB PAINTING AND SIGNAGE SHALL MEET THE BUILDINGS TO OTHER STRUCTURES. 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -36 REQUIREMENTS OF THE FIRE MARSHAL. 8 5. DESIGN PROFESSIONAL LIC. IN VIRGINIA SHALL SEAL THE 18' 18' 3 796.0 795 193.00 18 0,52 RCP 3 796.30 796.00 - 801.15 DI - 1 - 2''. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 3B 6 STATEWIDE BUILDING CODE AND SECTION 311, S(STORAGE) AND SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE/2000. OTHER OF IBC SHALL APPLY TO THIS TYPE OF STRUCTURE. 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 CODE THAT APPLIES IS CABO A117.1-998, ACCESSIBLE (SOILS, CONCRETE, STEEL ECT.) , = 1114":1' ,_ /�`• �, 1` 4 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 3B 10 AND USABLE BUILDINGS AND FACILITIES. .:.:.:. .. . 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 3B 7 3. ALL REQUIRED EGRESS DOORS SHALL BE ACCESSIBLE AND 8 796.5 792.5 152.00 24 2.63 CMP 8 - 796.50 - - ES - 2 - AREA OF RESCUE CAN BE UTILIZED ON THE LANDINGS x " 1.5" SM-1250' M1 GRASS sHouLaER AT THE LOADING DOCKS PROVIDED THE EXTERIOR WALL x' ¢ e -25 9 793.90 793 80.00 15 1.13 CMP 9 - 793.90 - 796.17 DI - 1 - ''"�' 8" 21-B C8IS FIRE RATED PER SECTION 1003.2.13.7 EXTERIOR AREA UD-4 TYPICAL CG-6 ext 788.3 788 10.00 24 2.50 RCP 10 788.00 787.80 - 793.50 DI - 1 - FOR ASSISTED RESCUE. CHANNEL UD-4 & COMBINATION UNDERDRIANS 10 7$7,$ 783.50 182.00 24 2.36 RCP TO DOWNSTREAM DROP INLETS. DITCH A 803.0 796.5 540 - 1.20 GRASS ONLY PHASE 2 WATER AND AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. DITCH B 792.5 790.5 190 - 1.05 GRASS TYPICAL ROAD SECTION - DAWSON DRIVE SEWER LINES HAVE BEEN 25 MPH - 54'NR/W - 1641 TPD APPROVED ON THIS PROJECT. w w 73 18 RCP (CL IV)1.03% PROP. ELEC. 4 4 INV. IN 797. 0 ' 4" COND. � 7- 20' VERIZON VIRGINIA INV. OUT 796.85 d d Of 1 <c �� <t r m Mi Vi Of o ri z 0 c� w z z 0 U W c.� w W M J O I Q LAj L` `- w Z w Q w a:: a_Q o J Z o O 8 w ::E J H W co Q W U') U Z Z W U) W ~ Q�� -J Q W Ir ��N�Lij oo _j 0 U �oC)Uw�z w o W OJ 3-- w W U: O o W w CL w a_ z LLJ o w V) w w . c tD cwn cn cn v> cn v> f ¢ 4 Y ! f \ ti{ y ,{ --• r . r r ti. �' 0 l r / r 1 y r y, \,. /' r^, r'.. 1 �� - r b d lr t ti f / /' �: yr �•',, d ~� f v f :� : ;' `� t \ `, e�y / . �' ti %__ / " r -` r ..... r S 0 k e W r" >> w 5 5 5 1 . ~� ---,, CJ8.4 j' , ,_�,--,, . _y, y ALL SEWER LATERALS r, -- w w w z w w , A . TER 1t,-w,hPARKiNG'` SEiBACK,e; r .. _� , `..,..,,. ). _� u.�.� � �....j _ q - i ,._1 i - '- ..; .� �..,..' �•._.-� L..,.. , `...,..• \..,-'` .. '.. d./'i ,.% ,,..• .....� .-. ...- - ••,..,. ...,- ✓ `. ...,..✓ ,,,.. .✓ ..... �.•; �-..a•%',._.fAS-....•/\.... ' \._ °H ._.- •y.,%' 4_...:�r ..,,,.> ,.�......_ __... _.... 5.,.�._••....A \...::.�` .._, tA; d...! 'iF� � t ...J ..._•r�.�// •..�1 ..L,...,� ' \.,..,..��✓� .....,r'+...�,....,.'" .:,,, O TtLt TEL , TEL •' .:� -, , . _ _ - _ a M_.,4 _.__ - i UNLESS NOTED. o C \ 699.38 f N I U, { i I N Q Q N N N ' 25' B.R.L. 75' 18" RCP CL N) 0 1.0% _ , - ' J CIA _ ' , OVERHEAD ELECTRIC SER*E TO z N INV. IN- 798. 5 - 250 23.9' I g I� °�- 798 °° '� F SHED ; 20' vERIzoN VIRGINIA EXISTING SHAD TO BE RE OCATED I 1800 S.f SHED 1800 S. LJ ES-1 REQ'D EACH END EX. MAINTENANCE BLDG _.._. _,_•___. NO WATER OR SEWER F.F. = 800.50 EASEMENT _ UNDERGROUND WITH DEVELOP t FUTURE PARKING AREA (IF REQUIRED) j� SERVICE REQUIRED _ SERVICE REQUIRED I �_ Q •q I _ TELEPHONE PEDESTALS AND RIPRAP-/ USE: STORAGE _ w USE: STORAGE." , MENT OF PHASE 2 IMPROYEMENTS. { i o TO BE RELOCATED AS NECESSARY. '- --'I- I �- ._L- I `/V as U I ^ J _/ 146 ( jil < SPACES AVAILABLE _ .__ _ _. _ _ _,_ .. I I w $ w I } �______.. - ___ ___ __ _ EX. CONC. I I } >• I 1 I I + ! e � PROP. TELE. PROP. TELE. 6" TRENCH DRAIN 1� 6 TRENCH �RAI i PAD 1 ' ' ��� > u_ �'s ( / I; , w � .� PEDESTAL PEDESTAL REQUIRED ! ' ` I ' i REQUIRED d !! f s r w 1 �-1000 GAL S , O v ? z w PROP05E EX. PARKING STRIPS i iGAS TANKS n m I o J To BE OBSCURED DUMPSTER PAD W/OPAQUE �,„QT #' EXIS'MC PAVEMEW AREA BOARD FENCING W/DOUBLE- I i I i '� I I ~ N w • �r g g LOT ##2 cr I PRO-F.H. ASSY. a • r a i PROVIDE 2 BOLLARDS R PROVIDE PHYSICAL BARRIER TO SWING GATE 2.7977 ACI`' E%5 c� of co = ( i 0 w - PREVENT VEHICLE ACCESS TO UN- c� I ..m, cn w 5.9499 ACRES DEVELOPED AREAS OF THE SITE. PRO. STR 9 PRO-F.H. ASSY. / t I I I a,mli z czn� W2 O m (TYPICAL OF THREE PLACES) TIPS D1-1 PROVIDE 2 BOLLARDS / V / oo ! } ZONED: M1 I i w o w Q c RIM= 796.17 I �oo wJ r I uSE: OFF�cE I, -, o U- o Q I� �'OL o < w '` - --- --------= a ( TMp63-S-1¢v,_ Jw�z�¢ < :2 z o m U' ^:< oar moo o C L<J < x 'x 12' I ; I w' o , o ad Q o " Q J M &0' x 20' LOADING AREA - - - - - - 8O' x 20' LOADING AREA '� _ I I w W N ry 1 1 > v v i i - - - - J e� 2 ES-2 AND 1 I W x 20' LOADING AREA W x 2O' LOADING AREA L----- - z I m U o W w o o EC 1 REQUIRED # `-� o � � w � " r O - 1 ¢ � <c 17Uf3mm OVERHEAD OVERtUD OVERHEAD < 4 I w w F •e�•1 OVERHEAD OVERHEAD OVIFRHEAD o"nAp L - J ck TRENCH DRAIN C9 '- i n i i w w p wow 00 , ! DOOR DOOR DOOR WOR - - -- - DOOR DOOR D OR DOOR i { I 0- ~ U .�,� i -;, OVERHEAD OVERHEAD OVUHAD OVERHEAD OVERHEAD OVERHEAD OV4�iEAD OVERHEAD OVERHEAD OVERHEAD :•i aJ U I 90 4 i� opoomon o i 1 DOOR DOOR DOOR DOOR I DOOR DOOR DOOR DOOR I DOOR DOOR , I 5'� ! +- I 5 S 5 5 5 > > • C A { 2• i i w w w w w w w w m 2 00' ROOF DRAIN 5 ( CL w� cC w w w rr 3 •� WA R ! F'IZ 0I'j0 5 E I EXI 5�T"1 hJ G ! STR 9 I E I s ! �, �, f+ W q v CONNECT TO I _.._.__._,_.. _ _,.._____..__, _1._. . �, i E T + EXIST. STR 1O o o� o o a o o r I ,? = I f ROM05ED OFFICE/W REHOUSE f'ROM05ED OFFICE REHoU5E EXI TING I � � � f TYPE DI Q oo'� o � of I till ' 8 z +il \\ I i� N I 1 I �°+- -' OFFICEIW f�EH0U5E 10,00 5a. Fr. OFFICE/W I2EH �0,00 5Q. FT. OFFICE/VIl ' I �; o OU5E f�EH0U5E I I I �, N o to >U-W 1 D,0 5Q, FT. F.F. 4.33 F.F. 03.33 I ! �° x sl "� m 10,00 5a FT. 10,D0 5Q. FT. I �� 4.33 F.F.F.F.a '� x F.F.M - .'EMN� .1 ES1GN I D3.33 10'x6' STOOP POLE MOUNTED HANDICAP PARIr<I G I, 1 _ y SIGNS INSTALLED PER VIRGINIA I W N �� I��� •: j I I » n J x o I ; TYP. of FOUR STATE CODE SECTION 36-99.11. s t�: 1 ( FRON PARKING- 8 21 B 2 SM - 2A 3 z z � �, 7`I ,+ + (TWO REQUIRED) -74' SEINER LATERAL I I __,; I I o o w �r v o w �.��•�- LOCATE TREE PER ER I -- REAR' LOADING AND SIDE DRIVEWAY w �� �w� 1 I I 50.00 50.00 I F.D. CONN. g I N I r Q c�, c� z �o.00' 5o.oa' I w w TO ENTRANCE 8" 21 B 3" BM-2 r a W - - �' -•. .. -.�`�.. `- 50.OQ' S0.00' :. I I f i � WILL. �ERVE� UN�I�� o W . t 101, 9 I i (OR APPROVED EQUAL) �a =_ 4 CONCRETE WALK 1 = 4 r� i 1� I I I s . I r l TYP. F O FOUR N _ I I .- i I r N - 1 a - • 4. I •=4• 1 0 RIZON VIRGINIA 1 I y - ei •• 7 I I- Q EiN I I , EMEM 20 WA1: ( I PRO DE V AC SS! LE EX S LAID T R -' -- 2.949�. i 3 9 I ' __ __ _ -_-- 7 B. L._ __ _` . _ _ ...-._ .. ,__ __ ... _-_ S.P C . _S ._ ,PHY _ICA I E EME T �` H NDIC P P KIN 28' I UN AND LA 'AT 2.15% €' `I a ! i I 2 S A ES BAR IER _ _- __ _.. _ . _. _. ._._ _ __._ 1_`_- S p . _- S _ » _ _ I 1 ..,. _ 75 B.R.L _ ._ _ . t ; I PRO-F.H. ASSY. 8' 8' I_8'- I I g' g' g' PRO. STR 1 I6 CONN CT TO I PROPOSED L�'' EXIST. SEWER MH 1 s PROVIDE 2 BOLLARDS (-"'"`'-' PROVIDE ES-1 W PRO. S.S II�ANHOLE 2 N---�-1 o i IX T.ISEWER 13b 6 DI CL 50 ®1.00% PRO. STR 3 INV.=79555 � � w I RIM= 802.25 N � v ( i r�_1 O RIM- 795.00 N I o `-' INV 1N=793 45 8 RIAI= 798.40 ,�, SEQ i i AND INV IN= 78720 2 TYPE D1-1 IN PHASE 1I ( ( ) IM/ OUT=793.2 SEC-1 REQUIRED 801. 5 � � I i t i INV. OUT= 78ZOO PRO. STR 5 .{ I I ,� w s i i EXIST. STR ' w ; 3 ,�� PROPOSED 6" SEWER LAIERAII ! TYPE DI-JA ,� g 8 S C S 1 S A E (np) _ _ -- 'I INVERT IN AT BENM (7878 EST.) I ' 20 WATE - W 1 S P C S PKUWVL I RIM= 801.70 ('\ 1 ( _ NT N 34.5' 1 I INV 790 `w' CURE 11RltL NEW INVERT t 4 I LAMK SEAL ADAPTER � QR_ N LCG s ,, 1 i +r`s ) t •- r s ! s 7 ^ i .. 'ey 3 »e �. .... a .... �i . ' ,.. :a.. m . .. � t< c ........ . _ . _' • • _ _ _ ✓ ... b` ,.. _.+ .. ... �.. a w ..} „JT 4.. T . ^q.. LL�� , • v rr s,... ,,:m .s.. n..... _ .;.> W { r 5y a r3 ^ I S. s,5A.+a . S i ..,9 d a:. ♦ , ^y ,_• � .,. ..R ... ...,Pw'. � s.� .., C`.1 .>> �' �.-, U 3 ..� -„� .... ,; t. , : >. l �" � .-..- u. •-.. � P ' � . .. a „"Y w "t,^ 7 M . �_ i ' � � i. I �>., •C } :::_:__ 238 FT. - 8 PVC 0.65� - __ :::::_ :::-- :-:: ::::._ �- �-- := :=� _ -r'46 O8' 28"W -` _ � I -._ :::::::----- !� _ "- -' � C� 82 FT. - �"T SEWER 8® S2S 5� `� ' � 2�'I DRAINAGE ::.............. - - - - - - - - -1TO AL LENGTH EASEMENT A ='R 8 4 CG-11 I EX. CC-11 I AND IN PHASE 11 PWG �1 "' r ._, s 3 •mot r Tom_..... j g(�� Qj�.� jam. ._.._____.•_. •_ .. .. ... . .............. :'__ ._.__.__ .__.-...'_. ___._______.______.._ _:::':::: fYUIL_._Vti1�YLV_:':::::. _______________ _ ___ __....:..:_...__.____..__...._____._._.______._.____.._._____.__.____._____ ______________•.__._...____-____ �O i r_� .max_ ON : ''.:......'_' .: E X . D A WS r._.... .,► r rl _.VSL.F3 .---- R••r.GW__.._....-•---•----------- ----- ------•- -----•---��_._..__._._._...._...--•-----••-------..._._.......---------•--.....JIV_....._ _ _ _._. _.---• -•--. ..-•- - - --- -- -- ---- -----•------....._..-------•-----•--- .____..-- ---- T. 8 i -qq�� tom! N `------- .7C�Gi tiv SN .. o0 ..__ ... W----••..................•• . _:::::_ : ' :_ �::::::::::::::::::::::::::::::.::::::.'_ :::::__.:::__:::: --... --- 5 4 W 2 5 :::: Ems_. _R�_ :.:::_:.:. =_ IXISTING 8 PVC SEWER _--------------------------...................................................... .::__ ::_:::.-:::::::::::: _ : _ _______ .....__ .�.�1.... :_:_::: ----------- =-218T:: _...:_:-:_....... EX. C8 EXTENSION �� ,��„W ��---------- - ---- --- --'-• ;; - � - 1-AIR RELEASE VALVE - - PROVIDE BARRICADE -- - -- -- -- -- - -- - - - -= PROPOSED 10" SDR 21 WATER `r -- :::.:.::. = :: Q `-• - D(ISTING 10' SDR 21 WATER MNN low 10"w 1aII i w CG-11 - - -- -- - -- -- - --- N -- ,+-- - , 1 me r r co, PRO. STR 7 1-10'xCATE VALVE PRO. STR 6 EXIST. SIR WATER EASEMENTPRO. STR 4 TYPE- TYPE. Dl-3B W t 1 TYPE,• DI-38 2 JTS. 10 SDR 21 PRO. STR 2 RIM= '80295 TYPE DI-38 CRAPH/C' SCALE 2 GATE VALVE 1YPE DI-3B RIM= 801.62 EXIST STR 8 20.00 1-10"xs" TEE I ''IM= 802.95 3o is a 3o sa RIM= sv1.62 SEWER FOR REMAINDER OF f 1- F.H.FH. A Sy. IYPE:• DI-JR 1F.H. ASSY. aN%G. 4 TEE W/GATE VALVE- Cc-�2 t wDICAPPEO AccEss RAMPS PLAN, SEE SHEET 2. 1-10" -GATE VALVE ; ; ) I SHALL BE PROVIDED AS DIRECTED BY ( /N FEET) 1-10"x6" TEE 2" JTS. 10 SDR 21 + > inch = 30 ft. 1-F.H. ASSY. 10 GATE VALVE do 1-10 JOINT PRO. STR 10' 1-10" PLUG i ; r THE VDOT INSPECTOR. • W/G.V. AND TEE PIPE PLUG PROVIDED IN PHASE 1. RIME 793.50 ch Z O � w 115 � �wq 0 O j LQ �+ o O � k SCALE: 1 "=30' DRAWN BY: IDS PROJECT NO. DATE: 10-12-00 SHEET 3 of 6 Culvert Summary Storm Inlet Summary LEGEND Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798.40 DI - 1 EXISTING STORM DRAINAGE &STRUCTURE 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -313 8 PROPOSED STORM DRAINAGE & STRUCTURE - - - - - - 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 DI - 1 - PROPOSED CURB & GUTTER • ..... ... ... . . . 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 38 6 DRAINAGE FLOW""". """-""' .'-"" ' 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 EXISTING GRADE ' ' ' ' ............ . .. . . . ......... . __..•Y5p J - _ PROPOSED GRADE DITCH Side Slope Min. Depth, D Lining, L A 6:1 12" GRASS B 10:1 12" GRASS 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 3B 10 ' .. - "" 1..................... 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 38 7 PROPOSED GRADE -PHASE II - - - - - - - - - - - - - - - - -- 8 796.5 792.5 152.00 24 2.63 CMP 8 - 796.50 - - ES - 2 - PROPOSED EASEMENT AREA .......... TEMPORARY SEDIMENT TRAP 9 793.90 793 80.00 15 1.13 CMP 9 - 793.90 - 796.17 DI - 1 - C8ext\ 788.3 788 10.00 + 24 2.50 RCP 1.0 788.00 787.80 - 793.50 DI - 1 - r` 10 } 787.8 783.50 182.00 ! 24 2.36 RCP ``DITCH h 803.0 796.5 540 ! - 1.20 GRASS` blTCH/t 792.5 790.5 190 t - 1.05 GRRSS ' r i 0 PROPOSED SILT FENCE ... - . ... . . - AREAS TQ BE RETURNED TO t CONSTRUCTION E - ® t� FINISHED ``GRADES SHOWN 'ENTRANC`, ® �` t RIP RAP CHANNEL LINING FOLLOWING" SITE STABILIZATION. 0 GRASS LINED DI TCH O SILT FENCE INLET PROTECTION .. I .. ` 0' OUT - 798.00 � �; PROVIDE EC-1 1F, SEDIMENT TRAP `' ES-,1, EC-1 REQ'D !! 25 S.Y. CL Al ,, .......-.-_. CL Al RIP RAP PROVIDE EC-1 !! 8 THICK RFCD 25`,• S.Y. CL Al ROCK FILLED CHWK DAI- ....................... 8• THICK r' _ } - W w /v_`,\y, INV. OUT 796.55 PROP. ELEC.___\ DRAINAGE AREA RINDAKt .................... ..----------------------- INV. IN -� 797.50 CL Al RIP REQ'D 4" COND. _ _ ``} CL Al RIP RAP C-1 D � ES E REQ , / .r , ,r'.,rCL Al RIP, RAP .'. • /� �t ��f-F',�fS` 3 Y Y i'/^ Y �' f Y -, ll,c ` { Y •i I! '! � lY _ _ - • _ - _ _ • • - ----------- 1) At 'Th x --..._ �__.✓ -� ITEL 'ILL- 99.00 2 x SOO.10 / / j Z RFCD y 98.90 18DD S.F SHED -J- it +j ,- 1 18DD SY SHED EX MATM-ZEN_ AN_ CEBLD - G } r _ # t �T C' 80230 - - _... __ _ _____ �_____ _ ~ _ _ -___ 802 __ _ __-- . __. _. -BGYt ___ 3- Pvc F. Fi: - ___._. _ _. _ . _ �_ _.. FF ELV 801.90 F - 80 50 '. - � r , r � �'' INV.=798.99 � t $o1.9a BUILDING HEIGHT- 18--,_ r-- -8- UILDING HEIGHT- 18 S,._ y N✓{ v INV. 798.99 1 • i �- ! 1 f ■ 1i Cal �. r 1` 1 PRO. STR 5 TYPE: DI -,TA RIM= 801.70 EX. RIP RAF° i • } _ f r i X r 1 i _ 802.25 � lit : • , OI TID.ZZI , } t : t _ 6 TRENCH DI RA PROP. TELE. } INV. IN 798.75 _ 6 TRENCH DRAIN ; I ! REQUIRED PEDESTAL } ES-1 REQ D } !` O ' REQUIRED 73' 18" RCP (CL N) ®1.Q3% Z Z 75 18 RCP (CL IV) ® 1.0% ,-� c ! . , 0 o __j w z i (MUj CL z..; C> a- D N2 N I 4. p) T C 803.75 T C 8'U3. 0 l� ... TYPE. D1-1 J 41 co T C 80 10 T 8 3.40 T C 800.50 R/M= 796.17 1 798 1 rl � �' TC801.70 + •� cn ° - 1 C 798.67 _.1. 1 C 799.40 g T C 803.20 w + T C 797.00 792.50 +� v + T C T99.40 803.67 T C 803.67 C 791.40 T C 796.75 N A- ES-1 ,AND I I c ! T C 804.75 T C 804.75 � ' 803.25 - 803.25 EC-1 REQUIRED 5 i T C 803.75 �� T C 796.15 J i Li1 C 804 75 t T C 803.75 i _ r ! I 804.75 OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD ' HIEAD OVERHEAD -- . }` 804.30 DOOR DOOR DOOR 803.30 DOOR DOOR DOOR DOOR INV. 793 OVERHEAD OVERHEAD MM-AD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD - OVERHEAD OVERHEAD I I + 1 I 1 DOOR DOOR DOOR DOOR ( DOOR DOOR DOOR DOOR _ I T C 800.66 DOOR T 800.66 196.11 DOOR 1 I € r .. i I 1 t 12 00PR O M05 E D I �XI sjTI N G I 1 _ ,, r , EA ' l �9e o EXIT. STR 10 N PRO 05EP OFFICE/W REHOU5E• FRO 5EP OFFIC�/W 1��HOUs� EXI ING }} I � 1 TYPE: QI-1 , I 1 ' I •` OFFICE/W�REHOU!H 10,00sQ. FT. OFFICE/W�1zEH0U5E 10900q sQ. FT. OFFICE/W REHOU$E } I T So .7ot`t - -lo 0.0_ _�Q._I -------------- F._F. _ 4.33 .-------------- '`' -1 - -- F F 3 33 '1 --------------- •------ ------ :.- ------------ --.x----.-- a as � ar�_------ ----- F.F. �o,00 s�. FT. t I } . ! t T C 804.00 F.F. 4,33 U # F.F. 03.33 UNI' #2 F.F. 0.33 0 3 I I U �" 5 ( U N l' #3 U N Ji" #1 Ik T C 799. -11 1Es �•r i TC800.00 i s='A �(( ' 50.00' 50.00' 50.00 50.00 I t o f r _ 50.00' 50.00' - 50.00' 50.00 - 50.00' 50.00' C 803.65 -:- f .j e ° I _ T C 802.50 2 _ T C 800.13 rn iC80.3 0 .: . -C 0- 25• ';': 3 . 2.w. ! 3 - 3 C 03. 0 - � `, T C 798.50 ► C 3.75 f + T 801.1 TC .00 C19.7 RFCD ! -n I `�- ' I TC79 0 T C 803.10 PRO. STR 1 + 1 T C 802.75 T C 0 25 O 1 C 799I- 1.50 I T ` `; PRO. STR 3 PROW 55 1 I _ 098.4U 1. ,\ I ; -1 AND C 802.85 �j o, _ _ PHASE II � Q T C .20 � � ! k :C-1 REQUIRED p TYPE DI 1 T C 802.25 T C 0 .75 / 1 h Q U 802. 0 " T C 803.60 ••• � � II •�, _•. ,, T 80:.35 STR I T 803 0 i T C 80 T C 80 . T 2 U I _ - 1 TC 8 � r� Ca� �m, �t .. ....,.r , .lJ _ �.�.._...._ _ �C � ,�� �� r , S.S. 2. ec gp2 END CONSTRUCTION OF CULVERT C3 1r INV.= 795.54 Q II' y�, _� IF HLPT�4.13 DE ES- 1.1 ' as V .. -;`, E X . D A WS 0 N 3. 00+ - 0+ 00+6-------- 804 A. 7+50 00+9 - - - ---------------- - 5-4 00+ oo+ = %` 5 400 UVN 2 5 M P i END PHASE N ROADWAY -.got 1, - Ex. C8 EXTENSIONZ ' to` w �to• w 804 w to' wZ w ��, T '801.70 T :C 80 - - -'' --.�.. - - - - - - _ - - - - ----- - -_ -_ PRO. STR 7 - ( ! _ PROPRO. S7R. STR b ... _ I = 788.25 /^t RIME 80 9� TYPE Dl e4 L�RAPH/CSC.4LE _ PRO. SrR 2 T}'PE DI-38 TYPE DI 3B - (P 2• - TYPE.• DI-3B RIM= 801.62 c' EXI$T, STR--- - - , RIM= 802.95 30 1a 0 J0 60 - RIM= 801.62 --- - -- DI-3B J ` i .."f'-~ ^� _-- ------------------- ____ '- (/N FEET) :' ---- ----- =--------------------------- ------------------- I r inch - J0 ft. 4z;, '} `PRO. STR 10 1 TYPE DI-1 r RIM= 793.50 + �� ���Of U Q I Q 0o m a' Q a o 0 � cl, bi V Fes- Fw- = C) m 0- z m Q OLLJ C)w CD 0 z a wLA-i= N ��Q>¢> CD (n z z cn J (1) Z z d W M Q w C�, <C Y vZ a V)Wz 0 0 0 0 0 a_ Z (n W 5 f- f= t, cn w F- 0 C)Q W �p w C) W � a o W> (n o Of w w CL cI Of o ww z z p w o LLJ I.-� t1J F- 2 F-- cl- 00 o� w o Lw uw Lw w w w (n V) � co V) (� to (n (n S S j> 5 S 5 5 > w w W w w w w w L � W W ftf cif fi C) o CDp r� 0o W ono o I of o 0 0000 M Q N °O O d� CD\N \ N N ( d N I) to �- r T T '•q ^ .. •, oD U o t 0 > LL •� O 0) w m 40 L C C al rZ c co W v v \�G } N ► q J O lit U,_ (� Z � Z rY 0 owe mow Qcro z _ coo 13 Y Li (V (� lL Z 6 w 2 c c' 0 (1f r�^ q O � � q SCALE= 1 "=.30' DRAWN BY: Jos PROJECT NO. DATE= 10-12-00 SHEET 4 OF 6 CI X zg � � � � cast in place access door, centered in top (see note 1) varies 2' max. at property line (see note 2) roadway box 2" type K copper tubing (no joints N from main to curb stop) saddle with corporation Ford FC HH 77 HC-158 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts water stop `- solid support blocks main under custom setter ball valve curb stop 6"' stone bedding with FIP ends, with 2" gate valve operating nut NOTES: •.d 1. Access door shall be by Halliday Products or our approved equal: I,, a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO, 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 804 t 1 1 i 792 �� (( ") ! V ! ! U- I I i ri•7 -r I t r i I I�� � � � �� !i♦ I � t concrete pod 1'-6" sq, x 6" deep screw type adjustable valve box locator peg megalugs thrust 18" to 24" block Ct r' 4, t Ii� l ',, L 1 .. 1°J - AI 36" min. valve megolugged to main -megolug 8'x 8 x 16' solid blocx (for valves 12' and larger) GATE VALVE Figure 8 concrete thrust block trencwidth as Teluired 6" dia. schedule 40 steel pipe filled wit "''% 3' P P ft: concrete and painted yellow f r;: 7' 18" dia. ;�. concrete r'r^ encasement BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pod 1'-6" sq. x 6" deep 2" min. - 6" max. stone to be minimum I screw type I of 6" above top of base adjustable valve box locator peg megalugs I FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivel tee with 6" branch I I 450.00' VC z I ! HIGH ' OINT ELEV = 804.13 0 0 I + HIGH rOINT STA = 11+58.35 LO I :- c� PIVI STA = 7+125 " w j P'VI ELEV = 806.04 i K = 86.201 z j V.S.D. = 3391 PROP SED SEWER MH 2 I STA: 7 23.30 (37' Rt) 01 � g RIM= 02.25 Rf �+ �, ��' C 4 1 INV. 0= 793.25 1 r\ "'� off... I Os CC Z Qr, s 7 Cl t\ Z O •• I PROP. RA RO . G E _ ( :-----I n 1 36 MIN. COVER FROM i WATER MAIN TO FII (SHED GRADE I cz_103 F v LENM ( ( 3✓' I 4 9 STA: + 6 q 11";r 1 ,' I �" " ,iJ 1-F.H. ASSEMBLY 1 i�� 1 f _TEE 71 r; + Vrr P ( 1. ;' 4l t-`•�ti ,. S t c f i�t s l�� ��ti j Y�� i-?i Pi 1�1!"'t'4 lO.`r{lam<.. - - r-A. CONTRACTOR ✓TO RELAY EXISTIN( PiPE AT 2.15% j c I+iA` /p ____._._._ ! _ r t l ! I i I I { , I r.- � �. ✓ _ i C� t i i t S j 768 _ i 1 1 C I l DATUM kTEV - N N 00 I\ /1 T4-'',L"fw �._....-.-_ %'t R r ------------ r y fA_ 4a r} i •-< _ f I 1.1 i1 f li I I I low_, I SDR 35 1M 1 ol SDR 211 �aketed 'by gaeke ga bdl 45' bend 60 adapter \ lacftar peg 2' `k- D 11 gosketad pipe and rrllings t X4n bdl wyc SCWM(•[l41a wed C fOp Y" m91. Myer .•;tn reen GRAVITY SEWER SERVICE LATERAL Figure 15 - PHASE III - NOT PART OF THIS CONTRACT NOT APPROVED FOR CONSTRUCTION BY F.C.S.A. orefully compacted backfill STANDARD e TRENCH & BEDDING Figure 1 E � I ( ( I 1 j i[� UJ � I to O 0 J ( I { O Cn OI� i «, a� LO " 00 PROP. TR. 4 a S3 I �; o .� 11 I STA 104 �5.41 (20' Rt) i o �_ _ t CL Cn N T i RIM= 802.95 PROP. SM. I, u o z_ o tNV IN = 797.40 i STA 1 9Z.81 9' Rt i i INV. OUT 797.20 I (3$ ) Q` `' ? it EX. GRADE I TYPE: -3A THROAT=4' i ( i I . RiM= 1.70 j I- i I i 45. °j INVr 0= 7s7.80 i l -1.06q -(TO END !PHASE 71) I STA: 8+505 StTA 7+41.79 1 1-AIR RELE E VALVE I LOCATE AT IGH POINT 11_ FIRE HYDRANT IASS'Y. OF WATERLI 1;-10" GATE VALV'i I 2!-JTS PIPE (TO END PHASE Ii) ' 1 STA:7+28.71 1-1076" TEE 1-6" GATE VA 6" FIRE SERW, STA: 10+85.00 I I- FIRE HYDRANT ASS'Y. 1-10"X6" THEE 1-10" GAT VALVE 2 JTS: 10 rSDR 21----_-__--. 1-10" PLU' 765.00 CQ �O a-) N C-0 N o0 Lit) d r� r i � N 00 � l n N `� O rt c� Ct t� N �} CN COCfl N Cn CCU O �O O cT 1-. T--_ r7 O <t Q0 �t 00 O N 00� 7 00� Ct 00Ui Ln t� 00� 00 00 CJ N 00f� �� �� 0) t� rn0) CSi a7� 00 N Ch LCj C d N fy� h01 � ,� ,� I\ C� r� CS1 1\ oa O O °°cc ON O O� OQD O O oo °O O O °o co 0000 O O ON ON O O c° 00 00 O 00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 PROFILE DA TrSON DRI VE SCALE- 1 "= 50 ' HORIZ "= 5 ' VERT- 8+00 9+00 10+00 11+00 124-00 DI -I srwt dnroM ma,ld•a NOTES nlyS nMb srd T-I. p4 trIX 11 de+d F:r In. _ y i�� r• _ I >r r?"Un.weo nets rAmn,rm d•G+n ao,e N KS' ra ir•ata d.orh .• na _y.._-r- L SrOlkOrd at•t4. 1�! x } 1r • �VZ1 Nn. W1W s(kc Coo u+Chrd sM irn 11. htrt W".d E 8 S 6 Carr Ir rK<crMre hod SlOegn•d ilR. r9•,. 7F• r;Mr,f �•-----...� "_ �r n �k . -d'4atY.4ti'k-nls!ma andGk<rna Y1 nehrm'! ncdbvdt t1 Re 1W14-4 11,I.; llm ih!M Wit• G,G to lM&10 Y �y � � � ti,„ �� •R ht-tl`-lTA 2f Intl to"+Pllr. q1 TN, P- •rgry tw ve X# br w n C/c<b %G ad ­1 n a• anaK w ,Gee Clots Ai far ga<otr S". Rl.e.l ;e S0 A y i_..- ...._._s.._.-. TrG'Wa�rra'.:01 in- Gn N S%Mlptts a+rf![•MI!Md =0. r Gn 1M PI's. wi'I Gb 1neTXld ItG^I IM,•,trl pr 1^q 0/- }) SECTIOhf A -A hnaa+Gn,e tsp N+ts srru<+re.I:on'N'aaw,s ors pe a.",id plyry bflrpunp,01, 4 GM ,••c • s �• 7-Y 9;, r,:!"m avn+nscrn •lrai be d.wr,,;,•er M d< cal•nrer ..-.�.y_-_....._... ,rbm bald 411.,s. PLAN •. t r'Sm4dn Devdl 6 opprm Iz' M P4 rf.M . ". d ►le osHl V,4 • nVw RpT If aRl,AN.0 e•Cs"It-<bd tr III Gra G-1Z CON„RETE GOANTIT7[S FOR ON t>F:.PTH re bat<+ d', "htv.ft r wrl r/re lwcer. Y w.ea fiat• rrh i2'c4ul,mf 'G_ haaae MOG 0 OtfAIIctl! 10 Iw,n•M 12'1 arc. POe• 1140 o.Tdt C-11 Nd1 W Ytp•<n.Yh nv mo- ra roYeNal lMh% cx,n, vi mesh o, aN,: ,w 0- art•, iH06"01 ;S-roc 7M - I S"arl Cv.Td1 CGa<aT I a pardb4 a w 0 r+ It• !b. " T*, tes, fa r.nmd•+ wbe da.003 n<h,aamba 4 hMud 6m 00G 2't4'Medl MW154 13 <oK. d'o+- �a20Cu ' C" s<ro 1rvpV Wrt'nw '>bl M:.•sbNnM ate t'e hr Mh ho NOet C1014 oMMMd rv"'IT 10 un,10d S"SteNvd T n1-3.4 '2'4'-a-m- IDIT CL Tat. C.-O. mS snae.t outld• Gf elrucvw Add 04" Cv Tdt Per odatid.dl Not N 000%, .._.-_gtllnaMA 1. n 'E SiCTON ATgE4- •}-•- 'SFCT1aN CAST :RON 2•-6' .N "oTFS p_,^•� -rr s1•-- (Area ,G a Crr rrawM1 _- - Ij hcNy. ._.f jt A7 GIYrMM N ads Cf aMRGJpa. C nw!nq tse anba+wnl nl lee F.rq nett, S.Gy ✓b SaDSIirY1•d fo RM tea' ,rho vista .bt•x nary a• r aKa a.rn e_ iiUUii 'l }v4'S•W 9-1 (Xt�t 4749, tt }'-_ 1 f ;.; T � 4�L i SECTION C•C T zf APPROXIMATE WEIGHT SECTION 8-8 nelF-Rawers Tar UST tRop UAY Ail era• ,rS I ,s rt. DETAILS OF COLLAR AND GRATE SPECIFICATION SNDARD DROP INLET REFERENCE, 12'-24 PIPE MAXIMUM DEPTH(HWO 2a3 V'RGINlA DEPARTMENT 302 104.0f TRANSPORTATION cd.orrw Vim. be•a..d Di- 3A-38-3r- ,<.e'rrode,ww'•ervor•,r q"uC waaabeN M,P,wIb•aa'aamr ,,, .9r er de•37 G,auee ��•... EdJJ"r'+q <M<•!I! rG (N•HG, Mt111.^aM. cr ta'cnaNrdb}..-atublru /pf g..l, i:nnKKrr .rrMl b 4n1 Yon I ~ Cylmaan E!oG,1„r. JeMt•- e'2c.: \ { I �_,?SK4 U S%1B!+t>:,`.7�.. -. I �r ��}1J1'MM/lw.yy'. •r. ,,�--ro, dNgIY df w.l rm.. Y cw. / ` q. •. srd C-Z, �� - ,=' �Fy.4•» ''iit'i /f Nnhea�Yr�WN,•,a.l s •Sax,H!WIw-ro_ddASrl,eYde. wt•ea_vMMl.na..•tl:raTx1cRM+'nawaWYov a..w.rHGGr•.W .wgn_..._.tu« _wrrD1_r_n Ml1w m..-'_ d_1'a<I T.<1 'Ectn� _t�.nrrr... r..lr<1,,t. xa'pdIaeNs?rIba�afse•reltAd'�A_i ttNr-!ytnGM%1tI_mnar an<T I4+<.nInMr 9 tmmIMn1t 'ret •ce-eeeYvIo'tlt.all.l6..Id•a;:tvNMn.;errefi»ad nrYVaU �� ra1,r3 _.eM_w-Wat , q__.P• NM��r!'f� l-r'.R,r9na-I_Y_1 aInrW.�« t.'a _.e,:.v-WtWT.n.-T•de_g«r«Nl;a _- statIdr'nlss1tWnn-nm� akrGmd''t'in-arva-Nroinur a'Fn_w1v<LTR...PuaMl.r6,a_:e.r.s b+e.U.sArd- ns _t CsIXW.ea +_arlaer.I•ar._aeC,3a,- l^!GAtrc•.b+,-YIvtWnn,'.G,I;t.e!'eI-aY'noa.ew•btL„TadrrwrH"lMNeay."''r_N Oa.�fyara•e .Nsr'. a•nIf•NMs}•.Wa_ ,•Iiadr ..ra u.lar_f«mla,-'.,.b Se_lMb_IM_Wr4+^..x.•..s,!4.n!n.e_•l_rcr ,„r +as� I...nwndnI�lsa_4NrDd.nN.dlr...V<na.-.�+rcr•.dIbel•1w_' rtiY yf•.+wrr'waV-•dl.:wa «l-M a, hsear.a+eNi_tho,dnit w:nM.%r•..a 4aiyIMw1r_.ppded_+tR.ra'n+r t..a_bt.-r,rag.ry�.lNr"M.rsl3n»t.awns«ra..wW.Pe vG�.n•tMcrww.'m-+ei .n_,da.ar,.,.•rMn oNGva.e.MT "ewreet.NeA.yI' owast.nN^.e Ifatrn'+aS;de•ae +kIeNsaCC.r. alab•SAraraArSe.-d+0r+ wrtnp-Iroa+t•nY3.•M2+oa eN'<s NDw<aamraYwr N aYnGeralrtvwpCnmwaa �1Ir *^l-we",r� l••-eawna-r'+«w tit-Gw4anr-errl'aL!r S-WM ._'es,.._',._..-.ut_- •' .Yr-ajafr. • -!rTlt iC!)'., ari{� .itaI.k aA�n'fwYtttwr�(a Ce•--I w-{Re. r1�9<,a.�a,f,i.0 damaR'.t.-.•">M�IFrw_�2 'qJR.w ahrtG� lr'Pvrr- phrA..u�,rwwot� 'm a_k «dEIaL3� Nse ba2NaSt PLAN wCTIOM 9-8 aRNELEYAYIaN •d 4Nw -144It-my el- r YN C -a> SECTION A -A V-3A W-33 -_ J - •}}�¢la 2-I RY TO E" *tTHGWTTR....... m Oba141N Shoot I C.•w• • • go N ef<vraa O .2 STANDARD CURB DROP INI.,SPECIFICATION= 12'-30e PIPE MAXIMUM DEPTH (H)=8 VIRA A PARYFA NT 104-OS TRANSTATION 9 ..• - ; A f 'd�'••'.•.'4.' A'. '-a .p'.'.' .'.A .'.. - A ''A�-' V -•� Tha bottom of the curb and • J„_-�-_._ Quit. may be rcnatr.0.d parallof so the slope of tub- surface courses provided a --e'--- •h-- ----2r-0'-- minimum depth of 7' it Thlf alea entryI>e rancrclA malnloFned. of the option of the contractor this Cato ie robe used whop design speed is 40 MPH or loss on Rwo highways and 45 M?R w tdote: Carts. rAYb d plfrer navhg p radius toss in developed t,ban s suburban of 3o0•of less (rAorrq face of curb) shill oteos. be pow for as racial Comainatlon curb 8 gutter. This do moy be pecan or earl in ploes, Concrete to be pass A3 if cast In pJOCe, att. 4fx)QPsf d PeerSPECIFICATIO COMBINATION a CURB a GUTTER _REFERENCE - 105 VIRGINIA DEPARTMENT 502. TRANSPORTA110N 2a103 vnvn>w+Sap-tilt �... i �-r��-_e ,._ ,.,••.ti Steprdn I t' r-" -. -,JX G•osr rAla'ltwret �_�"'`_ .<asdo'e./b aa•da. re.•rk• ___tf4yt d need Srrr.Na! ,rn s+dafG:ai <Cr,rs .lets h PAVED SHOULCER SECTION NOTES •'--•"--..`-`. •_. G/tevDrltlS arob"Mlnedaneaa<5' UNDERDRAJN OUTLET mJrornr Pnx AlARKrr? OCTAIL alm7+ a vMvd an na r n . raG w t1tM d:l[yGR fMlrf21fA,S.40! Ma hrn a o Oaa NCP NiR / +!al rMtld 1Y •'Srr MR'wnlrr ,sie wunt xe b to lrlAiexO AfWf.•f[a PPofe 3Wf r iodt •kbptllnr R "v Y ltN.k%dMrn JY M'N _/1 ���� th7 RwRd 1 w!.n t*#'caartar yrra rev"s*aY P.ds m tetra ++*'�+-._.,_,_�"tl_�.:•:� /LO {' ♦b• w n scv'!arr u• .,sr+o""� w�iGne• prc I' -`/ •yam RWr $fS, PCdf P r rN dl,.4n.Of d 757.+.! S 6?J0.S title J Mr.'rtro NXY , tJramfve arT«.d dnvrrn.o 4 ,n.tw.•n T LT:T:'LT:�'• JTT gyp. �P.•J='_ - 51.Y../'1N D In 4d !Y RCrS•ta Lv w2.gT 11M f2n Y.nwad 54.vq•Wa _ � {turd �!q,_ _ fn✓rr. d:n»Yore'.! _ 37 h. tilt Sne/ fear Wv pwes ro be JFA0w o troll !Kq gvtp enr- 1.41-) I ga.Gnrda fn RGtYOaSG! vnA Inr -ON Haneak nt'votetd a tletil!rnf afw' A*f, "lnd nar<yr rOerh ... sfnc•.d pI«ee SfR !N*_.1'avl prodh d•R'.SNe toter fiUbid.l'>lY!<,1Ul, «tor• b eaq xtl+rtltaS D'Ud .v NnX a:Ml?`#M na,d fk nswdre, r,rrc� dq hD 1 _ w c, P •n. rT via Ab r.1 d W arrcae /q'a•. .5<d!<T MTY.ebM $rdyrlt!,/ {L SId1y'dda MTLrkL NalY M M payd d wdrd Mr If ar Graa+ora'n lrrsrMai:A'd tcrrhy fpoWfMa wrR•• wrrmaxn /t rho _.... rroo DM NArIkG sfrldwa o m yV�- �- CURB Mt0 GUTTER SECTION rt;raom a r•A rorron-. LONGITU&NAP_ PERFORATED PIPE _T____,_1V0N•PERr0RA7"EU Otll-LET PiPE (-""---"- Tam Of Plps crosxry srrerpn - - lia T_ WSlue Ymfr!bd tse• am mg c� - Cvr AtrdrLm N 'Uplar s,aanroTFtir 3 Car ypRO rL. • ■ _ A4S!rra MS470 N•P32 -. - -- --- - - type Of J'Ipe CNldfy h1 SrferpA _ - IR5/fF v bled Ctav A7]7 pp Satdh W,w l'SL' JIJ ($3 s4aTn lydn re - .�, Yn rst ►.__ _._.. w PSl.. _-..._._.,..,_-___,..._. __�___.,__� . Ro9 rnuntlt IIIM /•Kndt,-.__-___._-_ • Wat TNtonuts fwvth s, R R TWW f a'dfn7 ly ASTY D 09 a 52 dliel fi s •r carrdd Aaro dtR.11d 7n rma'•,R« ,v.y. STANDARD PIPt. uNDERDRArN FOR PAVEMENT EDGEDRArN _a. ITA';rXfA p@PA4IY[Nr [W' TAMSPWTAr'q• �- I�I(/7I�ItnIN m 6 !j C i C5 C.O 1 I N d Z o O UJ W W tzi! W a o g o 0 C) CJ O GJ C� V to }'•� to Ln Lw W W tCL W [� C1. C3. C1, Q.. O 4=1 w w w w w fZ Ce CC CC re O O _ �tl OI` oi'oOj Q ON N ^ N C^7 1 I I I I N N N `N- O ro- N n tt � O h Uy IDS •i" > � yO�� VJ � s+•s tom% • C � J 100 �1 • 4" pow 3 WISM OVA bA �>tLW A � 11. 4 21 a `p a O o 1�.ILIJ �Ow r Uo wNz Li C� Ls- - v v a O� - Z 1� slA�1 l c le _ •� r q O (� C� W W k SCALE: 1 "=.50' DRAWN BY. J, D. S. PROJEOT NO. DATE: 10-12-00 SHEET 5 of 6 _ 17 FT. SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE R 0 CK CHECK DAM 1 1 (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE W PROTECTION 1. SET THE STAKES, 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 2 ACRES OR LESS OF DRAINAGE AREA: — ENDWALL STAKES. 70' MIN, EXISTING 4" 4, soo0 at�r�! n p = A PAVEMENT 1'r 6' RDllpl SON = 8'MAX. I 3 5:t II%sO D" tone. ISLM roe oPtatl[z __EXCAVATED AREA ' I —III_ DEPTH n 4 e', e' PRUTID) ' L -•- ORIGINAL GROUND MOUNTABLE ELEVATION FILTER CLOTH-"6" MIN. A (OPTIONAL) BERM 3 Tywk) o � HEIGHT VS. WIDTH REQUIR M NTS i TOE OF FILL CULVERT r =- I (� FILTER TERj i_�`' �`� IIII SIDE ELEVATION (OPTIONAL) //�� s'. C tg00 RNL s' CONCFETE SUB N/ 8.8 A � A O G�f - (� EXISTING GROUND - / sue AnNnzT txstsE ) t' 9 (DOWNSTREAM VIEW) 11 FLOW r- / I' 70' MIN, ORIGINAL T GROUND � i ELEV. III III T B 10' MIN. VASHRACK VDOT 41 12 'DA. D�Nl" .qra At --- — L -- - - - 4" COARSE AGGREGATE � root►1c a ')"D 3. STAPLE STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT COARSE AGGREGATE TO STAKES AND EXTEND THE EXCAVATED SOIL. Iz' MIN, 1, O MIN EXISTING FLOW ?' a b -I II I I_ I I I I I�T71FILTER IT INTO THE TRENCH. �— PAVEMENT (EXCAVATED)SEC'iION A o O Ill o' � (2) s- CONCRETE� CLOTH TOE OF FILL 12 �' `�`D `°�' 1 I I I —I LI—III-1 .. •• r--Iirl—r i I r, I--, , CLASS t RIP RAP o / / VDOT Et) I ~� POSITIVE DRAINAGE 10' MIN. SILT FENCE o o �/ - �j COURSE AGGREGATE B i TRAPPTO SE INGEDEVICE 2-10 ACRES OF DRAINAGE AREA: //// �^ CROSS SE U DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT - - . ��,,•' IIII I1 �_.. ,. MUST EXTEND FULL WIDTH ,.�ri5>a•'.'� A II OF INGRESS AND EGRESS PLAN VIEW ` FLOW PI�W VIEW � r��.><,,•. OPERATION 7'-6' ra4��,`l..�^yfitio.•,��i"� �•� I C 1 er } r i' .fit u ' DNERS ON to I/ 9' DIKE ./ IIIII PLO IT 2• MIN, 8" DRA4 011 .••�':.arl�:y: `":" ;:i,fl:4�, - 0ia.1F` 4i'lu;'2•'a.: rn MR Sam IS wv YEW )*'. ��.}• �.hrl:t Y:. Vs �:l rl; '`a:.5.•:+,; ' t.rkr •,-vr�..n,: `SvO",a,;. �`4u.,n-`%�'^ OPTIONAL STONE COMBINA TION ul -,I. QRMUMD>n3" MIN. 3' _ CCMECIIONS y .+.�.Mr. •' (�i.�F�.:��" y?I"•f'°�'I;�i''*'tiI'.`'�.!f.• „ a `c,.::•ari�'C,rj. rill El SHEET FLOW INSTALLATION` 3" MIN. AetF fF9L 1utEs w FILTER CLOTH /// / // '` ` , ,:• (PERSPECTIVE VIEW) (OPTIONAL) rmlcx 1 1.0' 1.5 10 LOCK CAYESO*1 oKH h1.0, _;- I FILTER CLOTH (DOWNSTREAM VIEW) - 3 AM CIOSTO 3/8'Po�TNS' AGGREGATE I` SnEt (1) 4f' IOf+C 3/9' RCOS FILTER '� SECTION A — A + l r saracEt T CLOTH A PLOW A 6 -7" VDOT �(I u 9+Op tKtD AREA EXCAVAT� COARSE AGGREGATE TRI W1 FLOW COARSE AGGREGATE SHAM BE 4DOT 03. #357, OR 05 / 2,5' �� \\ FLAW 2. \ ... t '{+' "'+a•. y 49 s' r�JDE ® TEM VESOSEE.DIMMT TRAP; 3.13-2 Z.1(CtsiC. AprtON) COKIYETIE ' g�f0 NOT TO SCALE fooreq 11 gf-f ID IC N H 3/E SP / POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE 3, Kn EEN BOWDS _ •VDOT jf3, a357, J5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP -CLASSTO REPLACE SILT FENCE IN - HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B -13 I RIPRAP FRONT ELEVATION HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION) SEDIMENT TRAP A B SOURCE: ADAPTED from YDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE Adapted from Indalletion of Strap and PeWc Eter Bahm for Sediment Co➢troI,VA I1S�C PIATB. 3.l1<i-2 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 STANDARD TRASH ENCLOSURE DETAIL OUTLET WEIR LENGTH, A 12 O 15,0 3b�'*� end "t TOP BERM WIDTH, W 4,0 4,5 Es-2 ALTERNATE CONNECTION ccrx Tope cwbrdyrdawn GRAVEL AND WIRE MESH RIP RAP TOP WIDTH, B 3.0 3,5 Una 'o°Ir Iafff.Ntil P" HEIGHT TO NUTLET BOTTOM, Ho 3,0 3,5 END -SECTION 12"-60"PIPE ALTERNATE END -SECTION 12"- 60" PIPE ES -I PoyLM - SO -Pe vssodi r •o rCPN4 DROP INLET SEDIMENT Nub end a+aullet and -sections Oia. DIa. _ _ - - - _ e11A LavtrudMn uNrr aq.' e Hub end m oull.t end -section carx,eator st"ttian _ _ _ _ _ u_ _ _ _ - -� ,,� �����' HEIGHT OF BERM, H 4,0 4,0 Spud end on iW end-wliorn - - ---- I _ CZ; -It Nj QY O�P rc /S00w d m inlelvia vi c ms C I TnR�od.d — J Pg Ud E - Y PW U" W+z Car h' vr.l Wn FI L TER J - -- el or S Ilde.01 Spi" ____.____ _ _ _-_ --- -- VOl. N01 •n' PMR/JJODN (�+ X I x ( x ° ' X _ scs.lw de at oo Tv r.4 MfA Cowrie w JOIN P u CF12 ConcTej xnar JI " o� I- 4000le to n. - - - -- E Concrete to I—B----I d� TYPICAL RADIAL -2' THE SIZE,SPACING,AND QUANTITY I 4000 PSG Min. , 4000 PSI Mln .o.e r t3 � ANCHOR BOLTS (TYP.) --------- - _____ v R 0 -.,• - - FOR USE AT APPetCA&E STREET Toe plate to be punched to match holes in skirt rip. 3/8"garv. tolls it J a 1I" CONNECTIONS AND COYYERCu1 •Fur Co-il£Nrorwv PLAN -PLAN Reinforced to be fur.rnished. Length of toe plate is Wt 10"tor 12"1o30"diapipe and Ylt22" RADIAL PLAN 1 en ENrRAwES sr: fed �fi l JJ J SHALL BE AS REQUIRED BY L for fu to 60"etas pipe MANFUFACTURER'S SPECIFICATIONS. ' Edge Skirt Section for 12" to 30' dfo pipe to be made in one piece. +18" MIN. GRAVELe(12"MIN. DEPTH!) #3 TIES @ 12' Skirt Section Skirt Sedionfor 36"lo 54"Idle pipe may he mode from two sheets joined by rival- A --1 ing or bolting on center line,6.0"mny be constructed In 3 pieces- rd 4d RUNOFF WATER 8 #8 VERT. BARS OR J` PrWsSo" ,�+,f Connector Section, Corner Plate and Toe Plate to be same atleet thickrxssas skirt. _ 6•0 - �A - 4 _ Cornrrucrtr�Jars � o- ` .r WITH SEDIMENT + S # 5 VERT, BARS faErk I _ SEb ENT 1 _ } r- 51.e1 /obno nedg d ;-- _ -�-- FJrd-sections and fittings ore to De steel or aluminum allay for use with like pipe. y- �- 1 A ee 20'ADprox. Bsre w�na Q •d' ! B I -24' -1- �. `• '' -_ T d Damao 0, o W----1 'G 5lduval •.�: j o,o• a, o, e _ _ o �- ---D E i--- D ----- -� I•-- 1 ~ T L 51(— SECTION X-X END VIEW SECTION X-X END VIEW n —_ PLAN Where Flared End -Sections ore "' o: o• to be used with 'as halt I' pTTTTTTM pprox.242:I Slope y •e'o.o?' --skpe lzJ Yo,lewt E cooled and Daved metal Dil - _ end sections do not need I 1 I III I I I I I I SECTION A- A END-SBCIION DOK14SOMS 4 4'-I _� to be coated or paved. ; A—� TANGENT PLAN sa DAM A B C 0 _E 3 ' _� • rsavE7Rac SEDIMENT + WIRE MESH W 41 7-Or 2'-0" 4-Or 7-0' 9�- j vl£w FILTERED —ANCHOR BOLTS fTYPJ WATER IS" 6" 2'3" P9" 4^0" z6" _ I• �7•rMeSrd.CY.JMir 1swild. NOTES ( THE SIZE,SPACING,AND QUANTITY 18" 9" 73 I'9" 4O 3'- I �: - I rGIsrreanl— cmb. farwa msA-Jco"irer AeI eoosnrlmLlprgl oNrN a I SHALL BE AS REQUIRED BY 24' 5-7' Z-6" a -I" 4'-0" ` 6 t Lx �d••o/r'r'd - r.�r.rwAa deem°a'°wmnnR w%`.oecwe lnrrr tan yll�erororrou f, oar roy"g. MANFUFACTURER'S SPECIFICATIONS. _ 4e _ leNn r rllM/ d/fr Lr/p7 a ere d 1Pi Lqw x-art cr crow In pace! rre dal ode rarNr,p 1/erf be prrtdw by an d'im d opprepare 4. 3Cl I' U 4's r- 6-i -0" SECTION = g_ y I - TYPI'CAL CROSS-SECTION d•�.P __ T-� ffNJA Rdap slob not e,cw.d a mo,rmm S, or IPJ. T AWT 3e I'- 3" 3'-3" 2'-IO " W ° 6' d 4 -- 9 - I f °Lid eJJ c Ne.. - Flared slam d ern retry, ro b. polo rwrntil w/IA ra<ap ruor or A• ustro pr- 42" I-S' 5-3' 2'-II" e-2" -6" SHEET THI WS3 OeAFTiSlaAe g . ,. Wsaaorecowrunra+/dnwnn.eplrw ca s _ I _ f- DIAL A B H L W C Toe STEEL AUSMINUM N rasp Itor Is Fredsl,naas mst be Wadded rr doer burs so IM odlaNrq flare! 7.0" 6'-Or 2' 2" 8'-2" 7'-O" _ _ 3-3 -3 8-0 I" 'T i' �_ Plate sloes can be cast to pbcn air dacwmrY d rew.st loop Iloor.Precnacorcrete JlMi -- -- - 54' 2'-3 -5 2'-sir" a-2y" T-s" -T 12• .064' 060 6 6. 6• 21, 24' 24• b. oars A4. SPECIFIC APPLICATION - 1 -0 - - 8-0 I 2' i H 15.064" - .060' 7 0 6 26" 30• 24' SECTION A -A rrss Hem ,w to Ryd.d Dori r* to b. No.5 , 9plored I •tors ro call a" ban sfdm d fro roan -- T----1J - .-----------+• - 1 q I le . 064 .060 a 10 6 3I 36 _ _24 /recv4 r cots In ploro. llou•- nvddgcfn d romp era. WNm"m arrlere mr 1 /t'. Sb2Vdtt �- C— — 13 — 2t• 064' .ow 10• l2' 6 36 42 24v C✓b ro sof win rb .eafW10 Ord gold fr d Its caVrod usl yrka fr tydfa/IIc Camas % 8 r -Toe Plate •5 • s'Rars o n THIS METHOD OF INLET PROTECTION IS APPLICABLE c5 x4" os4 .oso to +3 6 41 48 24 Ldcrr.5rdraroroff.pnsedoppregdesl0e.a+•ccr�Nerelryae w 8 tt8 VERT. BARS OR Prr,vudae caw"�""' WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, 5 # S VERT, BARS NOTE: Pip.I"pllis.noonmparu are ,0 4' .07e• I2r f6e e• sl• so 24 slowttJvaii/Ie.e Wtr Cure/arb rw p9 "11"Iff ns ddymento "It ruapr reIr4kided m peymr+ $jJ'f NOT WHERE PONDING AROUND THE STRUCTURE _ bo$ee «, Enasectan eaign shown licks on 12' Centers -Max. . osa• . 075• a Is s 7z• 36 ---- fr pwblaub aM gaol. NIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE a on 4d oneconrrdefor.ulcts Tu''�.B :T-o ` bus. the Nlamale doeiyn shown on .064 toe t6 2 1 I 69 04 36 -" ^,`' �"-"•""r— -"�"- WAn used M em/urcrlon with SIOMrd pC-! r COT, r" Dario lad on !Ns SfwMord is w -- _ the r oijeNIhs will a reduced by ELEVATION 411l 064 --109 I6• 27 12 78e,-- 90` 24 • • , . • _-_—..}__.- w to to odfusted In march Ite mawraae orb oa a wdlm TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. I 1 are d4fu a in dimenlan'D', s4 t08 I 30• 12' a4 102• 36 SECTION 8'B • AmWitis route Is dWlfW oe a co r/m" Cwb ROAVJ re to be leafed as 0O.A on Its prate r as dfred.d by Ifs Enynrs, Q o7s" #3 TIES @ 12' w,obflnMhd, Labk. ffrn oro Lip reslslaN Trey re to br pra10e0 d JNrJadlottf wrmar w oac.ssdas tads m wr/Nn Its r/prr d- 60 /.138• 10• 3 12• 87 114' 36• Yd4 uetitJ or £spmM op ."s J10erwN Fen ca-ro Ihv al aawsla4 st.asrss d a 4 d o NpArq /octllrr Uausu o taro r dlacs d wMrsv ydara! is a.ls/tnp St )PE DETAIL 11 H SPECIFICATION rrea yry we r d sldewdt r slda.de faclily 7d Can be odprooded.edrrd rid A wised r ro",l�eN. rw ,ray " offset roe pedmttlon crasswaed ar Jfxwn M poor spdoe lr /e, rAM used El' prsau rem ,roNily lnpa/,as•Yi r of dffii,~ tv Ito Ef#,il bN sM,ld M to baored MNnd y"de Skp !Ines. FLARED END -SECTION FOR 12 - 60 METAL PIPE CULVERTS REFERENCE S E,IOV"polexfo-eryaons.drrolN_rs.rc.willaradffedaodnrr- GRAVEL SHALL BE VDOT I/(3, ;<{357 OR �/5 COARSE CONCRETE 3500 PSI SPECIFICATION VIRGINIA DEPARTMENT 302 - i ssrorcucr e REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS w CURB RAMP xrzaE.rc AGGREGATE. 302 VIRGINIA DEPARTMENT 102.02 TRANSPORTATION (PERSONS WITH MOBILI7-Y A?PA1RMF_NTSJ }pz sw LIGHT POLE BASE DETAIL TRANSPORTATION 102.01 2nsn9 vlRutvu o£P.wru£Nr Of TRANSPORTA7Kw Raised APB 9] -- - --- -- SOURCE: VA. DSWC PLATE. 3.07-2 Street' Cr.-It %Wfoc approach same DETAIL I DETAIL 2 DETAIL 3 EC-1 GRA VEL CURB INLET SEDIMENT (Radius to be as A svrfoclnq os molnline 8 shown on plans) roadway 13 B FILTER Prune codominote leaders DO NOT prune terminal <Radius to be as - leader or branch tips C Rodiol mbination shown on plans) 2" 4n ` 9 _ \ curb and gutter / A _ A A } - - _ Prune rubbing or ( SVd. CC-6) �� -- A Mitt 1 i � _ _.1J�-� cross brooches ,fj r ! ao 0 $ I • D.. • p.• • �' 7" C7 o Prune narrow crotch angles 6" „ g• Class A3 (H.E.S. p •� ; s •' �. b • p' -- --• -- - •- - �p _ � � - and water spouts Optional Flow Lin Concrete ._ .-+ 8 B DO N01 stoke or wrap -'`---- " l - 3H trunk unless necessary Prune broken branches Exponsion 1 Expansion Joint L 3H Q o B Remove all tops and loWs SECTION`! C-C A � d M .;.__.. P 3H Prune suckers Note: Width "B" T-O" or as Mainline roadway shown on typleelsection. i Cut away all baling ropes 2•-3" mulch kept away from trunk PLAN VIEW DEPTH H Geotextite 9• `� •,•• _ Depth 1 1z- Soil well to contain water GRAVEL FILTER • Remove top of wire basket Fabric FabricGeotetits �---^.f->rN� t;eotextile•'• RUNOFF WATER WIRE MESH SECTION A -A Fabric Ij Fabric SECTION A -A 9" DEPTH SECTION A -A FILTERED WATER • D reprewrfs spun tar box culvert Installations r Construct Grade changes with a parobofic curve. H• Diameter for round pipe,ris• for pipe orch and box height. �+ +$ UNAMENDED bar-ktill soil NOTES + ++ + �+'� '' Partially backfifl, wafer to °+ Widen and scare hole wall settle soil, finish backfilling For mvaipb line Insta]lonons Dirernron D is to +++ govern the protection outside rM channN+ 10' Parabolic Curve On any Secondary Roads r18teIIa110D IeaUlrlag KOHdn Canted stone where M + + , I r:: 5 Edge of Shoulder S / Max andwall a endseelbn is specdnd on x+ # - 4 or Optiona!Flow Line Slope Change - -- Mn30--- Detail2 shown above. #++ + + Area for water droinoge ptans, construction Is to be In accordance with F + , + I C) r b _ -0— _W._- o # + _ Remove container and cull circling Leave solid soil pedestal - do f' ZMain�ne Roadway - -- -' - - - - - - -- - - - -•. _ - . When St'd. CC-11 Is used for entrances built OSEDIMENT II — � � roots if container -grown, or as much not di deeper than troll depth (� S %Max in conjunction with VOOT projects, please + 9 Pe P Slope Ghonge (`" ""-`-� 0 note the following, DDe #pQ _ i++r++ burlap as possible if field grown r CONCRETE GUTTER 12" \_ (� * Mainline pavement slat be constructed CURB INLET 40' Min. for Street Connection stabilization the Ron fine (except any eubgrod• Geotextile Fabric to be installed under all erosion canard stone in accordance slabAizotion required for molnlihe with the specifications. Q 20' Desirable for CommercidEntr. pavement which con be omitted In f-7Q 9 Dig hole 2-3 times root ball width 5' Mn, the entrance.) - C / o SECTION A - A Y MIN. DEPTH Dry Rip Hap .D Rep SPECIFIC APPLICATION .� ®Radld curb or combination curb Geotextile ! and gutter shoitnot be constructed Fabric Class! 2' = beyond the R/W rine except for SECTION B-8 Class If 3' THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS THE PLANTER DETAIL O replacement purposes. WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE no scale INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED o Guidelines for Grade Change D When used In conjunction with Siondard AREAS. CC-J or CC-7, the curb face on this Stondord is to be adjusted to match the • GRAVEL SHALL BE VDOT /3, #357 OR 5 COARSE AGGREGATE. 1 1 1 -22-00 REVISED PER F.C.S.A. COMMENTS J.D.S. R.A Entrance Volume Desirable Maximum mountable curb configuration. Use Typical Section shown on plans or normal side slope, bottom width, and depth Q of channel, ditch or nofurol ground. 2 12-18-01 ADDED LIGHT POLE BASE DETAIL ALW Kgh (more than 1500 VPD) 0 % 3 / See Stondord CC-12 for Curb Romp design SOURCE: VA. DSWC PLATE 3.07-6 to be used with this Standard. Medium (500-1500 VPD) 5 3 % 6 % When the entrance rodlicannot accommodate Low (less than 500 VPD) < 6 g the turnlnq requirements of anticipated heavy truck traffic, consideration should be given to SPECIFICATION REFERENCE STONE FOR EROSION CONTROL NO. DATE DESC increasing the die of adjacent proposed 204, 303 i H o F sldewotk to 7 irtchee. VIRGINIA DEPARTMENT 245 P� In cut sectsflowing may be used for entrances M cut sections. ! TRANSPORTATION It4Al i DA WSDN IND� Optional flowlirte may require warping of a gilbert w. clif ford & associates, inc. portion of gutter to preclude ponding of water. old A. Mislowsky, J CERTIFICATE NO. 0 �1, 1j1'502 V Engineers Land Planners Surveyors LOT ,2 and S?f Cf ICA)tON REfERLNCE METH 0 D OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES D PROFESSIONAL 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 200 North Cameron St. Winchester, Virginia 22601 MISCELLAI� VIRGINIA DEPARTMENT OF TRANSPORTATION ENGINEER PHONE: (540) 898-2115 FAX: (540) 898-2115 E-MAIL : clifford@lbigred.com PHONE: (540) 667-2139 FAX: (540) 665-0493 E-MAIL wcliff mnsinc.com FREDER/CK COUNTY _ - r f I 801 4 4 25.0' ` PROPOSED 1800 S.F. SHED F.F.801.90 00 F.F. 800.60 PROPOSED GRADE I PROPOSED PAVEMENT 800 __._. __ 1...,__...__ __ — — — — — — — — -------L�.. _ �� • � � �\ � � 1 g" RCP Cl_►V 795 ��� �' 7 5' 1.04 % 18 RCP CLIV EXISTING GRADE �� ,-- E•� 795 �_ _ .__.... ,, __._M t u_ �:. _:-_ L_._..._ _ „_.�:_' ____.. ___. _...__. _ _ .._ _ _ 25 S Y CL AT �• PROVIDE EC-1 8° THICK �. 1 Y. CL Al 25 S: __.._ ___._.__ ._., � ! ,__.- s ! 8° THICK J. i pvC �R o _(.. 21 WATER j FAIN s o i , L,, ATM �1�Cy DAT IM F 777 J - i _. L - y f _.. j- - - J _._ ; _ _. - W �z�� __ - ui Z CD �_ .__ _ CC � Q a II cocn( a 6" PVC SDR 21 j i W o u ~ W '' ± w — 1 z i ►— z UD c� w 5Cn z cis w Coco .� 2z R 1 N ?� Co, I Zlc�i., I _ — j Z U.31 w II Z;z W,— O Z j Z w — 785 _ DATUM ELEV 0+00 0+30 0+60 0+90 1+20 1+50 784.00 O) O to N t'+ �t 00 Oi W Uj O of O ao N C" rn lf-) rn co rn co rn pO OO pO o0 oO 798 792 Z >Y a I b I 786 DATUM ELEV 780.00 I � W c, a CV - 0 Icl� LAJ N d O Z f V b 4 N co W SEr3 0 0�- C7¢ + 3 Q M O n grn Q N � v CV La.l G✓ W O 00 (b CV cV Lri 4 Nj M 1-i ^ cy,> Cr) 0+00 1+00 2+00 FIRE HYDRANT LINE -SOUTH 790.00 0+00 0+50 1+50 2+00 2+50 3+00 00 CO lli CV n �["> 00 CO 00 00 00 00 0+00 GRAPHIC SCALE 30" 15, 0" 30" 60' 1 INCH = 30 ft. HOR/Z. 1 INCH = 3 ft. VERRCAL 1+00 2+00 FIRE HYDRANT LINE -NORTH moil 0 O LJ � 0 fA Z w tZ OC 0 W o z LLJ w � Cl Q 0 O 0 w 0 w c/) 1?i w ('' a o CF) N oo 0) 0 CIS O C C hh� C O • cl w Ad v�J LL>LLLW J - Y O J Z Z O 3 tr � wd� �Ow <(D Fw-�Z Z Q ��tY2W 6 0 d Q 00 _ � r0 q � v W W SCALE: AS SHOWN DRAWN BY: J D. S. PROJECT NO. DATE- 5-17-01 SHEET6A OF 6I