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Home My WebLink About32-00 Whitacre Self Storage - Back Creek - Backfile (2)4 , B ;V (P g CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, lobar 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 carnpleted facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with , applicable Standards and Construction Specifications of The Virginio Department of Transportation, Virginia Department of Health, Frederick County, and the contract documents. 2. The en sneer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contruc�or 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" 1-800-257-777y7. 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 911 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 4� responsibility. i 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. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority, 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. •Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authorit 's maintenance department is ig 2" responsible for the installation of water meters through y P ?'� ,�H��'7' size. Before a permanent meter is set they require: , r� INDEX ., 1) the frame and cover be properly aligned with its meter box and yoke bar; 2) the frame and cover be set to the final :•• t" ,. ' " ~ '^ 5 ~. 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)-,�•` e J,,ems #,z f`-J4 all components of the meter box assembly to be in proper working order. It ,s the developer's/contractor's responsibilify ' } �` p,�t 44. r' s a to have the meter box assembly installed correctly. °cap . f� y COVER SHEET 5. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application Y' r' for service must be made and fees paid before work will begin. b) The Authority shall furnish and install y; ;_ ,4A s: 5 }'.', i;` •, - ° y - ` 3� ! ,��; 2 SITE DEVELOPMENT PLAN & PHASE 1 RTE. 839 IMPROVEMENTS all 5/8 , 3/4• and I" water services. c) For 1-112" and 2 services the Authority shall make the top and bring - 1f , ' ` . . s'f Y ' ,` , ; " fTa av , •. the piping o the property line. The contractor ,s o furnish and install t e meter vault assembly. The �r ."', : • , �"�; & °. , f Authority will install the meter. d} The Authority will install all sewer laterals. r , , • d- r t ° , x 3 GRADING EROSION; CONTROL &LANDSCAPING PLAN 6. When an existing water main is tapped for the installation of a new line: i +�r'.,Jv',.!-:,fi'.P,.e.,c/'-s.� , a} The Authorittyy shall furnish ail labor and materials to make the tap. b) The developer/contractor must: (1) make `�� s ,� P(< s' �, _ �.. •e, ,� ,� �� .,� _ a plicofion for tfie tap, (2) pay deposit (before work begins); (3) mark the location of the top, (4) make final payment i•,� ?' , %'a �v ,� '` w en the work is completed. tr . > " a •�. P,.',�.� j 4 SECTIONS & PHASE 2 RTE 839 IMPROVEMENTS 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 4" , Y-{ ", 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. ",�.re j, r `� f .! - e •,.„ A, .q h -� ° The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required, 'y : }4� -''� ': 5 PROFILES & MISCELLANEOUS DETAILS ' 9. All fire lines shall hove a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard N0. 1048 or 1047. A remote readout is required. . , t4t��P° €, 6 OFF SITE GRADING PLAN EROSION CONTROL r �• � ` � ` �' "� � , �' �.� ' I;, .'3� t', 5 -_' , �r t�` ' M1' �a �iF- f'`•ie i "'�' ; !, �,• � y. �z�„-,4.'i�.�'w -'l l As,t�a ld? y�a.�y+e $ ° 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from �t ,ram:" Frederick County. � 7 MISCELLANEOUS DETAILS ti w tit .„ .' ! Qs t 2. Temporary and permanent erosion qontrol structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period.`' f� a #s, .f'4 < arlrr • - °° y' `" 3. All erosion control structures shown or as required during construction shall be continuously maintained �, 4 :S � T �:. r}- �c5,• �;n� .•. •� q c_,j 1 - p throughout the period in which areas are denuded. Areas shown to be surfaced ore to have stone base W. 9 P 1 W f 'q.�(iq lF�lxrn' (eC ; `', lrr�,' °'>, a_ `4a;. ° +a4' !, ` ., r.:. ° 1, at the earliest possible date after establishinggrade, No area is to remain denuded or more than 7 calendar days ,� �� x r -1� fi ,r VA. ROUTE F&39 IMPROi PMENT5 PHA5ING when constructin ,s not in progress. 9 Y 4. Contractor to clean u and restore disturbed areas immediatel upon completion ofpipe-layingin the affected r P Y P p n r�try5. THE PROPOSED DEVELOPMENT WILL GENERATE AN ESTIMATED area. ..-�_ .i r. -' ---- `.• a,'s.=- - -y'-`' - ----- --' - - fertilized, seeded, All unpaved areas a the site which are disturbed to this construction shall for provided with 4' topsoil, LOCATION ALAP 330 TRIPS PER DAY. ADDING THE EXISTING USES ON ROUTE 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. SCALE 1"= 2000' F839, TOTAL TRIPS PER DAY WILL NOT EXCEED 400 TRIPS FIRE A RESCUE PER DAY. NO IMPROVEMENTS TO ROUTE F839 ARE REQUIRED 1. Burning of land clearing debris requires a permit from the County Fire Marshall, Burning of construction debris on Site is prohibited. OR PROPOSED WITH THIS DEVELOPMENT OF LOT 2. UPON 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street sign'§ DEVELOPMENT OF ADJOINING LOTS, IMPROVEMENTS TO ROUTE 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. F839 WILL BE REQUIRED. A PLAN FOR THESE FUTURE VIRGINIA DEPARTMENT OF TRANSPORTATION IMPROVEMENTS IS PROVIDED ON SHEET 4 FOR INFORMATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) PURPOSES. Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other J U 1 V E 1 ®o V state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications • or plans, the most stringent shall govern. AHH 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration ��p _ 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 OWNER , certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section DEVELOPER O 104.04-C. ROj r' k-DVA. MISLOWSKY, JR. Z 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change JO ANN WHITACRE TOMS No, 02064 as deemed necessary by VDOT. c) �, 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for 683 PAYNE ROAD 3082 SHAWNEE DR. A � 't any work on VDOT right-of-way. 0� . 6. If require 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 CLEARBROOK VA. 22624 WINCHESTER VA. 22601 �oF prior to initiation of work. esS/ONA LNG 7. Contractor shall notify the local VDOT ResidencyOffice when work is to begin or cease for an undetermined 7 length of time. VDOT will also require 48 hours ntice for any inspection. g Y PH.- 540-661--4863 PH.- 540-662-2270 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way throu construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment 8 ntrol 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. pp • Q Approved by Frederick County Zoning Administrator 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, 11 b is r t w • c l l f ford a S s o c i a t R✓ � inc. 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 shalt 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 Site Plan Approval Voli for 5 Years From Date Shown Hence Date 13. All roadway fill; base, subsurface material and .backfill of utility/storm sewer trenches shall be compacted in 6" � �p lifts to 95% of theoretical maximum density as determined byAASHTO T-99 Method A, within Plus or minus 2% of Engineers • �nC� Planners • Surveyors moisture for the full width. of any dedicated `.street right-of-way. At the direction of VOOT Inspector t density tests performed by a qualified independent agehcy shall be conducted as required in the VDOT Road and iNAL SITE PLAN Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and LID underdrains shall be installed 'where indicated on these plans and further where 150-C ®Ide Greenwich Dr. 200 North Cameron St. APPROVED determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-woy shall meet VDOT Fredericksburg, Virginia 22401 Winchester, Virginia 22601 °-DATEg� minimum design standards and is the developer's responsibility. l ^ PIGiv� 3a 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street PH®NE" (540) 898-2115 i�l-I®NE: (540) 66%-213� �r®'ei`it Number: s right-of-way must be provided to the VDQT Inspector prior .to acceptance of work. Unit and total prices may be j obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be FAX: (540) 898-2115 FAX: (540) 665-0493 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 'Sheet Number o1f 7plan sheets or as directed by the V.D.O.T. Engineer/Inspector. .• J 3 0 I 0 3 m 0 \ EXIST. 20' UTILITY EASEMENT x N/F s 4.-, ' PROVIDE 10 FT. SQUARE NOTCH TOMS IN FENCING AROUND HYDRANTS. PIN 75A-6-B-41A tp WwCT To EXIST. 8" TYPICAL OF 4 PLACES ZONED: 92 USE.' VACANT WATER MAIN. 1- FIRE HYDRANT ASSEMBLY' W 1- ARE HYDRANT 1- FIRE HYD 1- FIRE HYDRANT f a 25 FT. WATER cS) ASSEMBLY ASSEMBLY 6 FT NIGH SECURITY FENCE ASSEMBLY 1- JT. 8" PIPE T I k EASEMENT N • / , 1- 8 PLUG W- SET 3 BEHIND PROPOSED CURB. _ ( x I LOT ; --724 IR ,� ' T.G. ADAMS 777 PIN 75 -A - 6 I 94,1 ARKIN K ARK KI \sue•. X ZONED. B2 8+64.69 \ DURING PHASE 1 PHASE A L USE.' WWTP 1 GRADED TO SUBBASE ELEVATION AND BAS o . m o OF 8"-21 B AGGREGATE APPLIED. THIS EA __ _ 4 30 FT. WATER & MAY BE USED FOR RECREATIONAL VEHIC s p A A,_ SEWER EASEMENT ! 30.00' 30.00' 30.08' 30,00' 30.08' 30.00' 30.08' 30.00' 30.08' 30,00' .30 W. 45.00' 0.00' �.08� 45.00' 30,08' 45.OQ' 30 08' .: 45.00' 30.00 CE- - AND GATE WILL BE PROVIDED AS SHOO. 0 AND TRAILER STORAGE A TEMPORARY N - 25 Fy.FiM!C ,i - _�145AZ'.Lb"� FORCE µUN - _ �- / x x x -- V e"waT� a \\ // N n. f V rn ^ I '� � m � m u� Q `Cr-� .--� VN� NN �N�; / IRS � c� ry ..... y ___ j,(•)......... ... O - CJ N Y' N CV �- N W CV �) W N W W W / -i_�� z�^ W^_Wc� zCt� Z4ti�^ _ `r // IRS >- z 1 '� ``' p 25' INACTIVE AREA `� `fl .�. U 250 WATT HPS WAIL PACK, �\�G � ! '� + f i LOT SHIELD EXTERIOR FACING LIGHTS / " ��,/ST/' Y TO ENSURE NO OFF SITE GLARE. G +�i RT T P.4RTiyE,QSH/P �`' F z 1 ZONED. B2 75-A`20 9, °�' SSE. , , .Q 1 ° (To RAMIE j LOT ¢ OB 662 PG 6�VgC,gNT N ' F R�MO� U14D/NG / / IRS c f) ZONED. _ 8, 5M 9B . w 9TR. ?B 57. 68 .4B 0 STR. 3115 / / O B , S Y 3- 9 X20 PARKING SPACES TYPE: DI-i -',� TYPE: Ol-1 TYPE: DN-1 TYPE: DI-1 TYPE: 01-t TYPE: (ll-1 TYPE: 01-1 1.25 E R M= 751.OD ' RIM= 750.25 RIM= 749.25 RM1= 748.25 0- 747.25 s� RIM 746.25 / / / / + t1 ! / / Z g g 1- FIRE HYDRANT I I ° ARKN _ - ARKIN iN ARKIN / / Q ,%� `o N C7B�' ^ ASSEMBLYo 1 o0 00 `, 1 302 29' o 0 0 �`/ / X, _LN � r• N M "eel I (� f ( TEMPORARY CHAIN LINK , FENCE WITH DOUBLE- �, 10MC O C•6) LUM / + 0 20 INA 'ER SWING GATE. EAS / ( / • o PRov1D c-1 PROJECT SUMMARY V-•�t1T- 740.60 PROVIDE / / // TAX IDENTIFICATION NUMBER 75A-6-B-41 •a$� \ ` p BOLLARD ZONING B-2 y v' ,;'v ss.os Z IRF L ', o `� FRAME _ ._..___... _ .._ / CURRENT USE RESIDENTIAL/VACANT y w� ?3•� LOT 3 - _ �. I L3 iR o ( E REMOVED �/ PROPOSED USE WAREHOUSING (SELF STORAGE) 4 ul)1 LOT AREA 9.3377 ACRES •+� D O N �('� N N W N W N N �% �_1 . N Z W ^ z z � STR. /� 5'051 / FAR ALLOWED 1.0 V 00 x 30 FT. WATER & I < � ,� i� � TOP= 43.90 '9 / /5 O / SETBACK Z SEWER EASEMENT - .- _ _ / cS • tr S m cn cp cp cfl / "9sFF� WMH / / REQUIRED PROVIDED / + FRONT 35' 45'+ Y �N 45'07'16" x� u ( �� s / A91 + SIDE 55'+ (40') o0 I E 302.2E' I ° / Al 3000 30.0$ 30.00 30:08 30.OV 30. 30.00 30:08 `! 45.00 30.08 30.00 �{ ,H. g• PIPE PROPOSED PEDESTAL s REAR 40 + Y / MAX. HEIGHT= 35 FT. ,� / MAX. BLDG. HEIGHT 35' 24' (EX.) 15' (PROPOSED) I t A 1- 8 PLUG _ x STR.' MAX AREA-- S.F. 5 AREA DISTURBED 8.98 ACRES � `. '., • DI-28 MAX GATE VAL ,/ I-1 99.59'\� RIMS i47.60 / Uf2B = 738.75 OUTDOOR STORAGE AREAS NONE - -5. / ��`�``� OUTDOOR TRASH RECEPTACLES NONE x SADEGHZADEH ; _ _ E DETA�L MOHSEN THS� , _ _ _ _ _! �O / MINIMUM LANDSCAPED AREA 61,013 S.F. 15% J LOT 2 PIN 75-A -3 _ - - � I GENERATION LANDSCAPED AREA PROVIDED 158,312 S.F. 38.92% ZONED. B2 I WATER TRIP E / _ % Q • DB 639 PG 356 I \� - - - + TES BUILDING AREA _� _ _ �_ w USE.' RESIDENTIAL 4' D WAL x _ _ _... .:•,... � . ....•. •• � x TH 8 SITE AT FULL. D1=NEL0�'MENT ... ' .:' '. • ....: �z :........ :' T) 3 50 2 25 3 50 WOULD GIENERATE 330 T.P PHASE 1 PHASE 2 PHASE � ...� WHAREHOUSE AREA 6,7 3,6 6,7 i � � � I- PRQB. IRE HYMINT I o . tk FRA E DWELL .. v ' ' a CONNECT TO EXI5T. s �. T f [CONVERT .:. • .`�;•:.:.:.`T` / OFFICE AREA 2,088 C . OFFICE USE`: �c 8 WATER ARAM. \\ !� 20' WATER POLE MOUNTED HANDICAP --� I v ".:,:_�� / X PROVIDE CC-12 HANDICAPPED RAMPS AS (,I TOTAL AREA 38,B38 62,463 97,125 ^> ;` `' EASEMENT ACCESSIBLE SANS E1 (;tiNrDER I 34.94' N NG 15' CARP SHALL BE Fl D DIRECTED BY VDOT • INSPECTOR. g STR. 2A PIN STATION rn TH FLOWABLE BACKFlLL OR 0 j' FAR PROVIDED 09 0.15 0.24 � W J cc) TYPE: DI-1 �^ o �� i PARKING FUTURE WATER (SIZE 1 PROP FIRE HYDRM(T I--i' SUITABLE MATERIAL CONTRACTOR :r 1L1 W RIM= 747.83 I c_r` 12 NEW BUILDINGS AND EXISTING STRUCTURES SHALL r I 10 BE DETERMNED) g SHALL COORDINATE WITH VDOT SELF SERVICE STORAGE PHASE 1 PHASE 2 PHASE 3 TOTAL 4� ' x I P (C O < B.O.C.A. . < INV. OUT= 736.0 I oo rv. ! r% INSPECTOR. COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDING I 1 SPACE/ 5000 SQ. FT.) \ � 15 FT. PRIVATE = '�! , "� NATIONAL BUILDING CODE/1996.,.� UTILITY REQD. Y EASEMENT � SL - - - I ----� rn • 11• GRAVEL AREA CODE AND B.� STD. SPACES REQ'D. 7.4 4.7 7.4 19.5 ----- AiER E STORAGE UNITS SHALL COMPLY WITH SECTION 31 �1D STD, SPACES PROVIDED 10 6 5 21 LL W °° �-- - - ,WATERS OFFICE SHALL COMPLY WITH SECTION 304, - iWATERf - - wl--- I USE GRO HANDICAP SPACES REQ D. 1 2» o ':•f INV. OUT 733.50 HANDICAP SPACES PROVIDED 2 0 0 2 G 1 N I q I ( EC-1 rk ES-1 REQ'D. I STA TE FARM 2'F.M• �' 31 �• 7g' r �j _ CHANGE OF USE MIT IS REQUIRED FOR I I PARKING LANDSCAPING J \ > IRF * ` FORCE N,CONN. -" EXISTING RESIDENCE RtOR TO RENOVATIONS. I I z o Q MUTUAL INSURANCE ? N 25 44 38" E SEE DIET L $HT 7 I INV. OUT 734.70 PERIMETER TREES REQUIRED 7 (AT 1 /40) `� ; w z � P/N 7,5-A -2E x� IRS 15 FT. F.C.S.A + � : O ZONED: B2 44 47 WL2 150.00 SEWER EASEMENT I � � ' EC- do ES 2 REQ'D• ( o 2 w v � o w G 1341 IXISTING DRNN FIELD N SEWAGE PUMP STAR S SHALL BE ENVIRONMENT PERIMETER TREES PROVIDED 7 AT 1 t P = `-' "-' 03 w OB 841 P PUMP 1 t 14 INTERIOR TREES REQUIRED 2 ( / 0 S .) N cn � USE. pFF/CIE EXISTING WEl1 TO 8E � •DIA TO I ABANDONED I - ! GRINDER UM MOD S 2 0, 2 2, OR 2 A5 Q _ � FZS z c ABANDONED AND CAPPED _j J I �- ED o w Z FUTURE METER APPROPRIATE. CONT T JACK STATI0N DESIGN EQUIP, INTERIOR TREES PROVIDED 3 PER HEALTH DEPARTMENT RIM= 746. 1- 2' BALL VALVE tf) I w a o LOCATION REQUIREMENTS. I JT.»PIPE 2' PVC SDR 21 I C.O. 804-752-6335 )OR INFORMATION. i ; PARKING LOT LANDSCAPING REQ'D. 189 S.F. (5% x 3800) 6 - I 3/4" WATER SERVICE R s 8 8 e -- -- EXISTING FRAME DWELLING T CONVERT TO OFFICE 5 FT. SIDEWALK U (J TO ENTRANCE I I VA > i +NY. (124.21 3 1 2A 743.33 742.60 32.0 12 2,28 plastic I 3A 744.]0 743.53 80.0 12 0.71 plastic II BENCHMARK RS 2 NAkS /N WPP 1 4 f tT1 1B 735.80 733.50 155,0 15 1.48 RCP ELEV. = 726.56 2B 739.00 736.00 71.0 15 4.23 RCP W. (nNV. (721.39) 6.02) I I 1- 1 3B 742.05 740.60 68.0 12 2.13 plastic . 4B 743.25 742.25 60.0 12 1.67 plastic r ® IRS �`� ,° ? W (fl�7) I SB 744.25 743,45 75.0 12 1.07 plastic' ;IN �rt$ti IRF _ _ _ _ 5 "tbl t 66 745.25 744.45 60.0 12 1.33 plastic $ . - - r _ `�►1 - Sg'44 53" W 251.04' +/ . IRS -: 7B 746.25 745.45 60.0 12 1.33 plastic 813 747.00 146.45 65.0 12 0,85 plastic 9B 147.25 147,20 SSA 12 OA9 plastic f� + ROUTE 11-�- A +, t _._..__ ._ _. w .,__.-____--_.�.-.___ , _. _.._ __ __- ..__ .__ _... ___._ _ _-- ___.___ U.S. Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation $ Str, No. From (X10)cfs Inv, In Inv. Out To Elv. Type Throat(ft) - - - - p yp _.._ ,.._..._.__...._.....___ - __._ . _ __... _ _ ._ � __._...__-... .___.. _. _ _.._-..�. .5. ROUTE 11-VALLEY +-� - _ PIKE � VARIABLE WIDTH __ ___ . IA POND A 11.9 741.90 741.% 746.50 DI-1 (I Rf _ _.. _ ___ _ _ _ _.... eR a f 2A A2,1 4,6 143,53 743,33 141.83 DI-1 ,. , 'r .�, , t'Y J _ _.._.__ _ __.. _ ._._ _...__ . ��.._.._-.. ____ _.._. _____ - _ _. _._. ___ __.... _... - .. _... ,� ED. EX. SHOULDER--' -__.._.____. _.� _N. r POSTED SPEED LIMIT= 45 M.F.H. +� 3A A3.1 11 END 144,10 147.60 DI-2B 12' _--1._.._.___.. _.. ._ 1B BI,X 21.4 736.00 73M0 738.75 DI-1 ;� REF. ~ - 2B POND B 20.4 739.00 739.00 743.90 DI-1 s IPW FT' TO "WERV DRIVE U. S. ROUTE 11 AND VA ROUTE 839 3B B3,1 12.9 742.25 742.05 746.25 DI-1 (,.7R.4PH/CSCALE INTERSECTION IMPROVEMENTS TO BE DESIGNED 4B B4.1 11.4 743.45 743.25 747.25 DI-1 BENCHMARK 50 25 0 50 700 WHEN WARRANTED BY FUTURE DEVELOPMENT. 5B B5.1 9.5 744.45 744.25 748.25 DI-1 5&T DI x 4W 5*ff V6T•=' 6B B6.1 7A 745,45 745,25 749.25 DI-1 2 NA S IN WPP 7B B7.1 5.8 746.45 746.25 750.25 DI-1 (" IN FEET 1 inch = 50 ft. 8B B8.1 4,0 747.20 747.00 751.00 DI-1 ELEV. - - 7,33 48 o c,, 1- 2 PLUG I ILL:O I PARKING LOT LANDSCAPING PROVIDED 200 S.F. a I CONNECT TO Ex 00 FUTURE PRIVATE FORCE I RICHARD R. NEFF 11 x `� c MAIN BY OTHERS I ! � , O ; NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL la z o I I I & MARY ELLEN NEFF Z I FEATURES EXIST. BILL Y G. & SANDRA H F WI 75A--.6-B-12A ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE Q n I FL I ZONED: B2 I ; y ! MARSHAL REQUIREMENTS. � Z PIN 75-A-4 Z L 0 T 3 I 4/SE:• RESIDENTIAL ya ' a I NEW ELECTRIC do TELEPHONE SERVICE TO OFFICE OR WAREHOUSE TO w x ZONED.• B2 Q, i OB 522 PG 569 o N/F TOMS I $ i 0 i BE UNDERGROUND. USE.' RESIDENTIAL V . W. p25.29) I HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES w T IV D. 75A - 6 -8 - 41 B ( v I OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. x HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 0 ZONED 5-2 I o ° SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM USE.' VA CANT I 31' I►$ C PROP. LINES. MAX. SIGN HEIGHT= 35', MAX. SIGN AREA= 100 S.F. � DETAIL AT PROP05ED OFFICE I- f I NIT MA X 1 NO IND WDUAL STORAGE U Y E CEED 000 S (0 d Sect 65 C) Q x STORMWATER CALCULATIONS Culvert Summary Culvert Inv, In Inv, Out L(ft) D(in.) SQ) Type lA 74l 90 134 70 135 0 15 5 34 CMP - w W w o� V wo z W "+r �1 W SCALE: 1 "= 50 ' DRAWN BY: LIDS PROJECT NO. DATE- 6-1-2000 9B B9.1 2.2 END 747,25 751.25 DI-1 I SHEET ,2 of % I X 1 - - 8 WATER 752dab 1 RFCD1 lip - TC752.25 TC151.15 TC751.95 TC752.50 �O �' 153.00 7 152.00 752,00 55.00 - 7 7 C 752.75 1 7 7 1 0 4.1 _ . L'� N N CSC Lc')Z S�% �••� 1h CSC I� rw ,b li 1 x x Q � J J tom. � L , LL- ' S 1 1 � 1 1 QlsT� O N �� PTO M �j _s REM �DING 57. 9B 8B 57. 7B TYPE: DI-1 �� TYPE: DI-1 TYPE: DI-1 f` 7 T C 752.50 51,25 RIM= 751.00 RIM= 750.25 t 7 153.00 753.00 7 0 75 .00 152.00 752.00 752.00 752.0� 1 1.00 751.00 1.25 � 751.75 1.00 . x 752.7 _ 1 O IP 52.00 152.00 752.00 752.00 752.40 1 IPIYJ o 1- -- o L,3 R ' cal Lc CV CV Lc_l N C`J n Ln N \ \ � CV r- 7;I r- z LU --- _ �0 IRF- RIP RAP VDOT CL Al, 3'x4' (TYP. OF 4 ALONG THIS P.L.) k Mai. 8 WATER �---- h 0 6 FT. HIGH SECURITY FENCE SET 3' BEHIND PROPOSED CURB. F IN C 745, '1'] ILQ 46. 6.00 1 .F o \ V) LD 4 � � CL- IV-N CCJ Q �n `� !-' N � N '-n � U N �, V N c`-`\, � f n.. O 1 V J can r�� \J ■ 1 f a !s Z Z .... _.._ ...._ .- Z CSC r� 145,25 T C 745.50 �_� x x �= x N �� x x �= x x �� x x ...5 :• . .. ED s g� L " LL c ly c v fV N RGREEN SC\NQRE- _._.` PER ORDINANCE� N _.. , tY� 0 165-44.F.(1) mod, o 1 - EE DETAIL SHT. 5 OF 7 N - HE ENTIRE EVERGREEN SCREEN co 545 PLANTS) SHALL BE INST -� ART OF *: PHASE co ` 0 57. 35 TYPE. DI-1 .� 2, : �, =11 N RIM= 746.25 "' v c � a T C 744 50 � ,:.......� �,. i ado 41 'L � w 47. 147.00 747.0 ffoo 6.00 746.00 745.00 11.00i 65 44.E C 45,50 46.00 45.00 A, EC-1 744 "E-1 r 747{i0 d 74n cd RIP RAP VDOT NO b ' C PROM C-1 CL Al 3' 6' r �''' INV UT= 740.60 , r P 5EDIMENT TRAP / ;� c -WRAP VDOT CLf 1, 3'x6' � �'-r' irk .,elET AGE VOL.=526 C.Y.: 221 REQ D. v L5 � STORAGE VOL.=704 C.Y Y. RE D. • i x AINAGE AREA. Tfl B=3.3 3 ' FRAME BARN .��.___,�•'__. .e w� r (T BE REMOVED).. -- r " Y STR. 2B �-- Q/ .,� , /. TYPE: DI-1 74 .00 ,f TOP=743.90 r f Y- ' q ' WMH ' % o IP �, \ ••''' ; Z �oQ -' f o L.J o�ow 5� si9AP CSOWE � Q �o1woz RI RAP VDOT 741.00 30 5 0 30 60 o � a w CL*, /N Ff-ET 00 9` /P / 1 inch = 30 ft. TYPE: DI-2B T C 746.85 .�� 1�� s 5 TYP . 1- 1 RIM= 747.60 T C 745. �°� x i _ 747. - 738.75 .0 50, 749. 749, 748.00 [748 T 746.5 x 747.0LEGEND / p /nth ---18„ WATER T C 741.7 1�O Lv EXISTING STORM DRAINAGE &STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE T C 1 8.85 - A j/ c-r' PROPOSED CURB &GUTTER C O DRAINAGE Flow v l ?e'` V FRAME D W I d EXISTING GRADE r •4 V E � 1. I N d � 1� '''-' d� PROPOSED GRADE RIC 71INRzdn I ` d �...�-`cam., O CL A1, 3 x6 746 ,° PROPOSED EASEMENT AREA \ l POND A � � �s ` � PROPOSED SILT FENCE SF Q) U P SEDIMENT TRAP 5TR. ZA �42.00 �STORA VOL.=260 C.Y. 170 C.Y. REQ D. 43.00 x 1TYPE: DI-1 1P I CRY OR VOL.=885 C.Y. 170 C.Y. REQ D. 7 6 RIM= 747.83 r 4 , AG REA A= . AC. 1 I 748 748 - - 746 t-- -- • - PROVIDE ES-2 & EC-1 ,2 IRS INV.= 742.60 I RIP RAP VDOT CL1, 3'x6' 5TR,1A . I I TYPE: DI-1 RIM= 746.50 �s RIP RAP VDOT 744 57. 6B TYPE: DI-1 RIM= 749.25 TYPE: DI-1 RIM= 748.25 749.00 149.00 149.00 149.00 VTR. 45 TYPE: DI-1 _ RIM= 747.25t cnpl < X _Zd j { CONSTRUCTION ENTRANCE1® PLANTING SCHEDULE c RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION 4M1174CRE SELF STORAGE q Q T 7 0 GRAVEL ARE / STORKATER CALCULATIONS V 8 Cavert Summary Storm 4det Summary, and Sup Wet Depth A Spreod Calculatim <j } Cavert Inv, In Inv, Out LIFO DW SW Type Str, No. From Q(IO)cfs Inv, In Inv. Out Top Elv, Type Woaffl) V IA 741.90 734.70 135.0 15 5.34 CHIP IA POND A 11.9 741.90 741.90 74650 DI-1 OW PROVIDE ES-1 & EC-1 2A 74133 742.60 32.0 12 228 plastic 2A A2.1 4b 743.53 743,33 74723 01-1 w INV.= 733.50 3A 744.10 743.53 80.0 12 0J1 plastic 3A All 1.1 END 744.10 747LO DI-2B 12' RIP RAP VDOT CL1, 4'x8' _ > __- III735,B0 733.50 155.0 15 1.48 RCP 1B BIA 21.4 736.00 735.80 738.75 DI -I SCALE: 7 =30 2B 739.00 736.00 71.0 15 423 RCP 2B POND B 20.4 739.00 739A0 743.90 DI -I ! I PROVIDE ES-2 & EC-1 3B 742.05 740.60 68.0 12 2.12 plastk 3B B3.1 12.9 74225 742M 74625 DI -I DRAWN BY IDS 4 4B 743.25 742.25 6Q0 12 IV plastk 4B B4,1 11.4 743.45 74325 74725 DI-1 INV.= 734.70 _ _ �o,,ECT No. RIP R L1 6 X$� SB 74425 743,45 15.0 12 1.07 plastk SB B5.1 9.5 144,45 74425 14825 DI-1 DATE: - - I 6B 745.25 744,45 60.0 12 1.33 plastk 6B B6.1 7.4 745.45 74525 74925 DI-1 TE 6 1 00 S TO PROTECT 7B 746.25 7495 60,0 12 1.33 plastk 7B B7.1 52 746.45 74625 750.25 DI -I i I SLOPE FROM SHOULDER. 8B 747.00 . 746.45 65.0 12 0.85 plostk 811 B8.1 41) 747.20 747.00 751.00 01-1 SHEET 3 of % 9B 747,25 747.20 55A 12 0.09 plastk 9B B91 22 END 74725 751.25 01-1 BOTAWAL COW" wx sff SP%m Ouww o j OERC M PALIASW PIN OW 2' CX 0 6' h" AS SHOW 10 J L--- 86 FT. MIN. RIGHT-OF-WAY _-_ - ,�� STA: 4+72.32 END CONSTRU TION 50 VARIES RAME DWELLI I+ C I / e GRAVEL AREA 2»F.M. H 1 .1 F. 1 /4 .1 FT. -'. PROVIDE ES-1 & EC-1 j.. " ._ ". FT INV. = 733.50 -- + ' T RIP RAP VDOT CL1, 48' I r _ PROVIDE ES-2 & EC-1 1 �Q` I INV. = 734.70 EXISTING PAVEMENT RIP RAP L1, s'X8` �� ___ ___ ____ I TO PROTECT (6"21 A, 1 3 S M -12 E) \ --1 g r::.: I SLOPE FROM SHOULDER. ' 8 21 B 1 112 SM-12.5E (FUTURE) 3 FT. WIDE 8 21 B EC-2 REQUIRED 3 BM-25 3 FT. WIDE EC-2 REQUIRED .,.. F. A GGREGA TE L A YERS TO EX TEND 1 ' BEYOND EDGE OF PA VEMEN T 1.. I I � 44-•' : iOUTF F839 FUTU�P IMPO1/�MFNTS N.T.5. i i I! � I � � RIGHT TURN LANE TO BE PROVIDED ON ROUTE F839 IF WARRANTED, i I / ------ - - - --- - ------ ----------- --- 50' BRL _-----------__-' IRS It IRS T �, �► -�,�1 303 FT. TAPER �, �` ��, _-�, ----- -- l Y' TURN : NE CD �c�i qU •ROUTE -- r �........................................................ .. . ...... .. 11 _VALLEYP BWIPTH RIW) ("i ED. SHOULDER EDGE OF SHOULDER 12.00 IRS, IP I 0 - -INV. (725.29) WHITACRE SELF STORAGE STORMWATER CALCULATIONS Culvert Summary Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation, Culvert Inv, In Inv, But L(ft) D(in) S(%) Type Str, No. From QQ0)cfs Inv, In Inv, Out Top Elv, Type Throot(ft) lA 741,90 734.70 135.0 15 5,34 CMP IA POND A 11,9 741.90 741,90 746.50 DI-1 2A 743.33 742.60 32.0 12 2,28 plastic 2A A2.1 4.6 743,53 743,33 747.83 DI-1 3A 744.10 743.53 8010 12 0,71 plastic 3A A3.1 1.1 END 744,10 747,60 DI-2B 12' 1B 735,80 733.50 155.0 15 1.48 RCP 1B BI'X 21.4 736.00 735.80 738.75 DI-1 2B 739.00 736.00 71.0 15 4.23 RCP 2B POND B 20.4 739.00 739.00 743.90 DI-1 3B 742.05 740.60 68.0 12 2,13 plastic 3B 133.1 12,9 742.25 742.05 746.25 DI -I 4B 743,25 742.25 60.0 12 1.67 plastic 4B B4,1 11,4 743.45 743.25 747,25 DI-1 5B 744,25 743.45 75.0 12 1.07 plastic 5B B5.1 9,5 744.45 744.25 748,25 DI-1 6B 745.25 744,45 60.0 12 1.33 plastic 6B B6,1 T4 745.45 745.25 749.25 DI-1 7B 746.25 745.45 60.0 12 1.33 plastic 7B BTI 5.8 746.45 746.25 750,25 DI-1 8B 747.00 746,45 65.0 12 0.85 plastic 813 B8,1 4.0 747.20 747,00 751.00 DI-1 9B 747,25 747.20 55.0 12 0.09 plastic 9B B9.1 2.2 END 747.25 751.25 DI -I E U.S. RTE. II 12' SAW CUT EDGE /-Existing pavement 2' SHOULDER AT 1 ":1' REQUIRED EXTEND BASE 12" BEYOND E.P. 1.5" SM 12.5A - 3" BM 25.0 8" 21-B VA. SEC. 00 I 9' V 19' VAMNIN(: PROVIDE TACK COAT # CROSS SLOPE TO MATCH EXISTING PROPOSED GRADE EXISTING PAVEMENT --- -- EXTEND 21B 12" BEYOND BACK OF. CURB. 3' BM-25 (PHASE 1) 8" 21 B SECTION B-ROUTE 839 WIDENING SECTION U,5, ROUTE 11-�-VALLEY FKE -- o STA: 0+30.77 M a BEGIN CONSTRUCTION PROVIDE SA�VCI�T E' GE..._MN._SACK-..COAT - MAT�H EXISTING PAVEMENT ELEVATION AND -CEMENT DE. MILL OUT EXISTING ROUTE 83.9 TO PROVIDE MINIMUM 2" BM-25 THICKNESS AT EDGE OF EXISTING PAVEMENT. � II tv >0 0 CMP WITH 82 0 17: C o RCP MAY BE PR DED I OR TO ENSURE D NAGE TO ROUTE 11 DI H )T RIGHT-OF-WAY. WALL. M � I DURING CONSTRUCTION OF FT. WIDENING, THE CONTRACTOR SHALL NOT �$TURB THE LIMITED ACCESS FEN INS AND MONUMENTATION. CP 720 PHA5E TWO ROUTE 839 IMPROVEMENT5 1 7-31-00 REVISED PER REVIEW AGENCY CONAONTS J.D.S. R.A.M. 8-16-00 RMED PER r+ T_0NND5_ - R tJ. SCALE: 1 "= 30' NO. DATE DESORPTION BY CHK'D. old A. Mislowsky, rr O CERTIFICATE NO. - gilbert w. clif f ord & Engineers • Land Planners associates, inc. • Surveyors REVISIONS W.HITA CRE SELF STORAGE MISCELLANEOUS DETAILS PROJECT NO. _ DATE: 9�ET 0 GIST RED PROFESSIONAL ENGINEER 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: E-MAIL: 8 ord*1 5 IL cliff ord®1 bi red.comE-MAILw 200 North Cameron St.AND Winchester, Virginia 22601 01 PHONE: (540) 667-2139 FAX: (540 665-0493 liff m n .c . PHASE TWO VARTE. 839 IMPROVEMENTS FREDERICK COUNTY VIRGINIA L� OF 7 cl:� 0:: 1 750 r �`-- 740 co L5 � � i G ! -1-� 0+00 1+00 1� 1 it 1� I 7; 7; N STA. 0+90 Tq STA. 3+10 LAY PIPE TO 011) HIGH PT. ti co n 2+00 0+00 1+00 2+00 750 744 738 732 3+00 g ,t 750 74 73 73 726 72 DATUM ELEV ?'25 00 4+00 0+00 1+00 STORM DRAIN PROFILE5 � z > N Z LAI w L O w ¢ U m N w 745 '< "' a N W EX. GRADE N N '\ �, z PROP. GRADE I 740 `- -- - - -------- M FORCE MAN CONN. 735 SEE DETAIL SHT 7 2" PVC SDR 21 FUTURE PRIVATE FORCE u-' CONNECT TO EX. MAN BY OTHERS FORCE MAN. + N N L��5r 730 ----- ---- ---------------- ----- _ 0+00 1+00 1+00 3+00 SEWAGE FORCE MAIN PROFILE GRADE 36' MIN. Om REQUIRED 75 74 N �s o, a, DATUM ELEV 730,00 Ll N A M cV n n n 5+00 6+00 WATER LINE PROFILE5 735.00 � o 1-4a ~ �stt 25 �e W u . 750 In C3A 80 fT 12" PLAST ®0.71X C2A 744 32 Fr. 12" PLASr 0 2.28% PROVIDE EC-1 738 Cq 0+00 1+00 WHITE PINES OR LEYLAND CYRESS 545 TOTAL TREES REQUIRED MINIMUM 6 FT. HIGH AT PLANTING I 8' _ PROPERTY —�-�Vp WIF WIF—I u' wir war PROPOSED CURB "'� i� 6 FT. HIGH SECURITY FENCE EVERGREEN SCREEN SEE SHEET 3 FOR LOCATION 0+00 1+00 2+00 3+00 4+00 200 0 Q. 0 0 v w 95 O O z W W GRAPHIC SCALE 50' 25 0' 50' 100' 1 INCH = 50 ft. HOR/Z 1 INCH = 5 ft. VERT. EMERGENCY OVERFLOW PROVIDED ELEV. 746.50 (A) , 745.00( B) V.D.O. T CLASS Al RIPRAP 20x35 (A) 12x30 (8) ---�4'�-- / / / / 1 O O0 E PpN DES Nj`pN CLAY CORE r4� a; LO I Z Q S 30 r 12" TEMPORARY PVC STUB WITH DEWATERING DEVICE. REMOVE FOLLOWING SITE STABILIZATION. 100 YEAR WATER SURFACE ELEV. = 746.34 (A), 744.30 (B) —10 YEAR WATER SURFACE / ELEV = 745.55 (A), 743.26 (6) J 2 YEAR WATER SURFACE ELEV. = 744.62 (A), 741.84 (8) 3" ORIFICE AT 741.90 (A), 739.00 (B) (PLUG DURING CONSTRUCTION) REMOVE PLUG FOLLOWING SITE STABILIZATION PROVIDE CAGE TO PROTECT ORIFICE \---- PROVIDE 44' CONCRETE PAD AT -- 4 ORIFICE INVERT. DETENTION POND OUTLET DETAIL NOTES: EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 2% OPTIMUM MOISTURE. CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISTING GRADE. THE TOP OF THE CORE SHALL BE AT ELEV. 745.60 (A), 745.30 (B) .DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE TIME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOWING: UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PARTICAL SIZE: 95% PASSING 1/2" SIEVE. -3 48 1� J5 Bar E. F 100 psi Concrete Ilor 12" thick 48" � ANTI -SEEP COLLAR DETAIL not to scale 07 N � 8 (a o c' > C`-'Z W r p p' z Ir a zd z L e Cn Lu , N M � L > V w W L C O '-1 L. N V 4N N � w Cb DIQ ��>LLw oZ�Ow�'zLj00 wCL v� Z � q v1 CzC w � w "q k V ~ � O v ^� v W k SCALE: 1 '=50' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 6— 1-2000 SHEET 5 of 7 m Io . , I R S X i Is . nr § m � c v ,.d J 4- ~ 0 L] N V 0 P .. �I OID�>U- w m Y Q J �0 Wpd—�YOW '\,1•y Q tD 4 Z _ UO•— V1�— r Q •' W 00 O w o � v 6 o � o � W W w � � q W � � J r', O SCALE: 1 "=30' DRAWN BY. 'IDS PROJECT NO. DATS 6-26-00 SHEET 6 of i METER BOX and COVER SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE METER BOX (See Note) METER BOX COVER STONE CONSTRUCTION ENTRANCE '. trench width PR 0 TE C TION (WITHOUT WIRE SUPPORT) l ,8 in. Dior. Nonr Traffic A32HH - asru Traffic 32HH T 1. SET THE STAKES. 2. EXCAVATE A 4•X 4" TRENCH ,� 6" dia. schedule 40 UPSLOPE ALONG THE LINE OF Ir 24 in. pia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) • ' steel pipe filled wit 3' ENDWALL STAKES. MIN. EXISTING Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) ".: concrete and painted — 3' PAVEMENT yellow 7. A G'MAX. 5:1 `� Note: 1 /2" thick polyethelene plastic 30" deep C 2 ?:•:' (vertical crush strength shall exceed 3000 pounds) © O treated of ed with FILTER CLOTH'S F" MIN A MDOPTIONALLE BERM tap painted ue c8' dine , � •§N�x�� 1 •-fi" TOE OF FILL CUL' ER - meter cover encasement r II SIDE ELEVATION met 2" above :'n•`. fin. grade prior concrete pad 1'-6" sq. x 6" deep vanes as required to sodding 18" EXISTING GROL04D concrete a/ / (�-G/ _ L thrust block 70 MIN. BOLLARD DETAIL FLOWcorporation +-- x ,8"-21" meter b F.C.S.A T stop 3' sound bedding y meter to III I B VASHRACK 10' MIN. surrounding box a, 36'min. anglecheckvalve with drain valve , 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 45' g"min, angle yok I I direction of setting to be approved prior to instatlation TO STAKES AND EXPEND THE EXCAVATED SOIL. �^— ExtsT[NG j ball ,olve U type to' MIN. 1— screw t IT INTO THE TRENCH. 12 MIN • PAVEMENT o \ adjustable valve type K• copper box 36" min. I tubing, continuous TOE OF FILL 1 without joints From 2 ft 1 as required concrete pad 1'-6" sq. x 6" deep o a + a® moon main o meter 6" stone bedding ' 9• i / L VD07 e1 I ~� POSITIVE DRAINAGE 10, MIN. SILT FENCE o o COURSE AGGREGATE B + TO SEDIMENT locator peg g gg 2" min. - 6" max. valve me olu ed • //�• TRAPPING DEVICE -}.. METER SETTING PARTS --transition to meter to main DISTANCE IS 6' MINIMUM IF FLOW i I setting as required megalugs IS TOWARD EMBAfJh.MENT - / line meter yoke °rigid yoke angle check expansion curb & utter ~- MUST EXTEND FULL WIDTH sizeball valve valve �/ IIII IIII OF INGRESS AND EGRESS sae Y502 W4-223W HHCA94-323TD-G EC wheelcurl) {- Street —me olu ►� a �r ^+ FLOW / �� PLAN VIEW 3 4 5 8"x3 4 g g OPERATION � � � n •-Yn•., � � : ni.....; / • jTjl 1" 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 ) - -mum to be FIAII IIIr " v y of 6e above tops of base screw type 1_ MIN. 1" 1' Y504 BA.94-444W HHCA94-444TD-G EC-4 ` YT .¢ .t i : Yr.w- y •' S �� SM�I+ adjUStabk OPTIONAL STONE COMBINA TION ►II I 3" MIN T a_ i ` A• • valve box ;•• .. .r.:, : . , 'r:�,; •: one back of '•x'• — II INSTALLATION NOTES: Fv ,Il ' locator peg SHEET FLOW INSTALLATION— r MIN 1. Exact location of meter box assembly r thrust 18' to 24" to be approved for to installation. block -me alu s (PERSPECTIVE VIEW) pp prior or lv 16" solid block 1.0' 1.5' FILTER CLOTH - 2. Water service crossing street shall be o ' type, o (/or valves 12 and larger) encased in 2" dia. SCH40 PVC or SECTION A —A DI SDR21 piping. The piping shall run from a :. ,,,• :,? '; . 3/4" type K k•._. 6'-7" one foot beyond sidewalk, across the copper for A A ► ..' a street, to one foot be sidewalk. single meter h' ��\ nstallation 1%3/4" wye ,? ' � ++e« , �+' + • ' +r . 4 +r+ .e ` .+, • r mechanical joint FLOW �' swivel tee with + + • DUAL METER INSTALLATION ''� 6" branch 5/8", 3/4" & 1 " METER INSTALLATION II _ Figure 5 GATE VALVE FIRE HYDRANT ASSEMBLY 10( AMENDMENT NO. 2 - APRIL 1997 Figure 8 Figure 9 i POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE AMENDMENT NO, 3 - OCTOBER 1998 �VDOT /3• #357, N5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP D D TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B - B HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION) SOURCE: ADAPTED from VDOT Standard Sheets and Va, DSWC PLATE. 3.08-1 SOURCE: Adapted from In bUtion of Stier and Fate ie Filter Barriers fur Sediment CI�,1A, DW PLM. 3.05-2 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Con ol, and Va. OSWC Plate 3.02-1 ROCK CHE1 C'K DAM Sherwood dud Vy ut 2 ACRES OR LESS OF DRAINAGE AREA: 3r FILTER CLOTH (OPTIONAL) ES -I END -SECTION i2"-6C"PIPE ALTERNATF END -SECTION 12'- 60' PIPE �� ALTERNATE CONNECTION (DOWNSTREAM VIEW) ,.uD •,^d 2, •.'tt r,•s sfchons '•' Pay Lr4 r-_...4 - I+,e •w m a.frrr rind .ecr,on. Sprgdaloa syet W-wchom/ - :' Sapad ores on vd.tend-ream -- - t _ floe. _ -Die. .._ _ Canne,:rtx Section ,e, Ie i - - VDOT I%1 _ - X 'I- X1 I r Rpt f i ---- -- __T X _- COARSE AGGREGATE E concrete to be Concrete to be 1_ 400C PSI Min I 4000 PSt Min - -- - -` - FLOW A j 3' t_ PLAN PLAN I Toe plate W be punched to match holes in skv, kp. 3/8" go% bons Ij t� be turnlsnod Length of toe plate s W • 10" for 12'lo 30"dia. pipe 'fnd W r 2L'' - L 1 ReonFvrced for 36• to bV" alto. pipe' C ---t - 0 -- —ir- /" i , Fdge Skirt Section for 12" to 30" do-,, pipe to be mode in are piece _ I Skirt Section Skirt Section for 36"to 54"44a pipe m°y oe mo9e from two shevt: Irnea by rivet � of boots or Center lee,6o"may be canst,ucted In 3 pkce5 2 —10 ACRES OF DRAINAGE AREA. fay,a,�rc __ Conneror Seurt>n, Caner Plate and Tot Prole to be same seer tticktessas sktr+. �`---^ ooritifir A / 711,_ 1 - A �• --•_ --- - -} End-�teat:ani and fifhnps ore to t?t clu�l or nlum n,lR. alloy for U59 M'h like tape -- E -- -----D - -� r- E i r" f- 20eApprox SECTION X X END VIEW SECTION X-X END VIEW PLAN Where Frond End -Sectors are -----._...-_.._•----._..._._._ h--- - Approx 2i/'I AM. to be Seri wiM aaptalt j �j�T1�Yj f ji j t S ENp St T10N 11,E i0113--� - Z 4z :o, _ 4:(r Ap coalaf arxJ 5eved metal Coe. 1 I I I i I I I •� T tr�.�yy r�[� _. T- —r ' T Y -1� - ;9n 1 Fll.o CLOTH i1 gAA1 A 9 C D E � j�_ ),- {. jv. end sections do not nnell 3' - - -- le _t _ fig, to bd coated or paved 12" o" z-D" 2_?- or' 4- c_t- _2'-0'.� �i` T + _ '-S€ ''�..� (0 NAL) — s (DOWNSTREAM VIEW) 2a• 3 r 2 Ir i 4'-a• n �4 3fr I' 01 W-r r 6 I 5-D _ • -I 3e } . I f 5-3` 2r 10 9 t 8 �, r -r. _ �ti„ 2• - VDOT #1 _.._ T __ _ _.. - _ _-v 6* 0 �_.._. T COARSE AGGREGATE 42• 19" !4 3• 2 N• 8 2• 6t 6 ---- 3a 3' _ Tic a' TYPICAL C S SECTION j P L ROSSCTIN ae'-� i-_& f;'=ate" z 2' 2" , r- I ] rlr�hstae - _ g Y 3"3 2.94" 8 2 „ 6 _.._ _ Tom-_ ...': .'- SHEET TNiot�tss -- s' i GA .-_ ._ _ _ A e " . I - C .Toe ST[EL 4L[NiINUM i. 1_ Plate 6ii II s o -- ii os,v- -- '� _T oeo FLOW e e e41*1 z, s4 H Is• cxe .. -oso y e ' e x" so" Ze• e_ ____ e ` _-- -,--- - ------------ -- - - I , -�• 1 lei .061�._ -�_ _060T a 10 _SI 36 24 3 Nn'F vpe k,11.6 49: °"wo". an --Toe Plate -- 4i fir-- -ill 1)• 6• -4�.._ _.�! 4er� 4n6 Serlon Qec'9r' *Mori 24 _.... _..-_. _ tlw .It if tef cad.aeW ek,ch - • •,.. � __ .-.._ .-._ .__. • _....-.... � .. pli4 a7ST 12e 1 i SI' Iso 24 `�\�,.�• route th. dnrlale ftw .fw o,.---M0IN on IQ Center-mox. ---- _.._ _ _ me f4W r g hot .r be ,a,a.d et 3tY o64Y o - . Nr Tit' 9 sTl n Ise• CLASS I RIPRAP I 4i -oes -Toe tie ¢� Tic `ea e4 is I �.o,treence irie"eon o ELEVATION � e r 12 =7e_ so sal 06a' Y4 4� j070 too' to � DETAL 1 _ e lore' A" er u�: SOURCE: VA. DSWC PLATE. 3.20-1 FLARED END -SECTION FOR 12 — 60 METAL PIPE CULVERTS SPECIFICATION u n SPECIFICATION REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS REFEI?E-NCt. 302 VIRGINIA DEPARTMENT VIRGINIA DEPARTMENT 302 FORCE MAiN SEWER SERVICE ATERAL TRANSPORTATION �102 Oi u2 oe TRANSPI'ATATION n N.T.S. Prune codominate leaders - DO NOT prune terminal leader or branch tips FORD 81 � -d6 _ FLOW CONTROL Prune rubbingor FLAPPER TYPE SCH 40 PR£S"E AWN pOP WT VALVE �� S' 94G CHECK VALVE Y)x Svfel apereacn .on.-- n DETAIL I cross branches - _ Z �-21I r --.Radon !o e• as A ..rnclnq m nn riv .erg DETAIL 2 g DETAIL 3 9 EC -I PVC W.LP. X 1 1/4` CDR-21 PVC T 20 GRSSK�EET/E�D►�/X� OAS!(fiFD �QAPTOR GIP , •Ipan rn plarfl read, o, � 1 1/2- WL7nCttG:i - IRndue to be a - T_ \ L, Morin on plans, .2" / and f t 'i Ro6d - nWnat,rn i O 1 I h angles • c. a and ester / - - - a A f A .:_ Parunewo narrow crotch BRANCH �� I seal cc -al f i ¢ � �...` � , .6 � ,;,, � i A � __ A I DO NOT stake or wrap � l_1 I trunk unless necessary - Prune broken branches • - �• _ general backflll Remove all tops and labels I i j .:.. • h.. _ d // p ! i 11 /21 1 1 /2 M.I.P. X 1 1 /4 / X �� GoesN IIIE -m. .•. b..,b •...ti. ••e. °• -- - _L.�.. o t Ix t:1. SM-21 PVC R.O.W. ��p F i I d- • b. `ry r. - _ r /1L/M�r' I Vt� i US) Foe tM.) �` anal. _°� `— I ' �8 �j Prune suckers OR P.L. J - A. J [.am.•w Je�t�------- _ -i [.Dmtw-, .ro.nt SECTION .. C-`-.,y,..- _ _-�._.__ 9 C_; [,,. VALVE BOX °I C- Cut away all Bolin ropes ---sH r _�- � �P d 8'---+► -.F 8" Y 9 Ve -\ i-2•-3" mulch kept away from trunk r.urra etrn 'oP" 7 Ual.e as tia►nxne rood I M �� ... '1r -_ P. _,d...._-\ xP PLAN VIEW I \ �� ; I �12,4," carefully compacted E "'DEPTH rTect backfNl Remove top of wire basket Soil well to contain water //''• �x w TYPE PVC iA.I.P. (/ SEWER Centr.n c•oo. r rind., .tn o pe•oboic ��.. F O16"tk,-"+ v" , �1 r �6" NDED boc:kfill soil CI O SECTION A- A F...vl•x,ee - - cr G.ot.rnd• i_I.D_ -�`•� I� 'ems SECTION A -A r 9" DePl,I SECTION A -A rip _ Widen and score hole WON artiaYy backflll, water to�� •.vewn. ,�, ror uo. Poo mtmrouonf settle sod, finish bockfillinq �,( PRESSURE � 1 1 Z • , "+ems i/1 try Fs e►oic Cur+• _ --- „-�m•M+.' or .v°nd pipe, rise rp I [age of Shotdd., E flax wp• arc► arw mr kwy_r �•-�- �.}� rs \ p,g•_ �' •'�-�"�-'� - P1DT'E$ __..- s:: .n , ' �f�.. +.s'?,_; # ..,.� AWN .71/r�"-IL1 PVC �l ar Op,gnalrga [+n - $tiD. Ch tid -`m j' - - - r T,n.y h.. reu.ln,ron, c.ri•e..ar I:.. r. p_' 1.. pa.cnro tMl... h r...1 6" Noun• Rood.ay ------_..--. ,d,.en Si'd rc'nr �,ud rpr erusreo b.,�t .,m•/w: Area for water drainage s z wf- � corgi 1or.n .ith vooT galectf. piaote stone aggregate Remove contomer and col circling slope cko•.e• �"__ - - - - O -1. the `01-4, C. nq s.con•e•, e..e. n.w anon .., •r,rf ...n r ram."u .w» ..... nc Leave soled soil pedestal - do D - -- .real, area.. r." . w«,o.• n„ p10 .,<nnn.Ut, on ro D..•.tcmfdn....,n roots if container -grown, or as much p I Z NocrMo pie, rm.nl .hpe°a oU &911d 0 —._ . MI 3D — -- -- '�. a..., i Mgan n.u.. N D A R D not dig deeper than ball depth LV t,-, ncn ra suede C.onn.uton �w a.• le.r.pl nny .ubpnd. o--- W. _ --�•I -' �� burlap as possible if field grown �--- —o -- . .� . STA 5'rViNG CHECK WiT.. i ac o..i�+. r. co ... r Tiro- pavpmMt aWah � b. � itt.d in a ., Q �' •"'r° I �� TRENCH & BEDDING SUPPORT VALVE SECTION A - A ♦Redolcurb or nonOnat-or ca,b DD• �.• C a d gut,w iris. nor b• cenet.uc t�d I GaKa.ain Fame to be m Iatted Lads u,l wosran contra stun n mco,00me Figure 1 b•ye.d Mo R/w en• ..cfpi for 1 - G .nor Ih..pea l.auans DI hole 2-3 tunes root ball width .e.cem.nt p••Fon.• g 1 7-31-00 REVISED PER REVIEW AGENCY COMMENTS J.D ,. R.A.M. 3 Guioelines for Grade Change D w,•.n �t•d cm„nctkn .th ssondn.d ,�`'. — - ' 8-16-00 REVISED PER FCSA AND VDOT COMMENTS R.A.M. g cG 3 w Ca t, the <„ro •aa• m IN* l -.-- �,4 / r. 1' MIN. P ESP H G Standard a to be pd;tre,.d to rnotcn t•v Y� Dry ft E,1,s.• Voksn. 0-ir br. Y°.vnin 11&X ICook, curb conip,.folan rfO,rc A, le -- �im i _Y TREE PIANTER DETAIL J tefp, ;mar■ Mon 'Sao vppt a :: 3 : I,S.9 I Slundn.d CC12for Cub pomp adorer CkpeM 7 -. no se,* to br uua rinn 1,.e s,Tddrd SEGP,G'J p-B Ne dn�rn Isac'1Sa0 vpw ` s x e r -_"' Mien Ms dr a,ra rodricomot Cc n+mm�col. t.n. rk,.• IMn 5ar? veal 6 7 e z tnf tur Nn9 r.yu4 er.,.nte of onliclpo[►d h.o+y trot. dfrlic, D. C.,wde,atwn mound be Qveo is D,oDD..d NO. DATE DE�PoPTiON BY CHK' fld•wok To ' inr d e Uff Typed mdrem s•iwm on °inns cr ramai s,oe s Pal. "Wi- ,..dtn, Dnd Rath P �' H O REVISIONS i xapllo,•.a nodne may bo wed 1w • t, ono rt d cro"r,el, drt:.n nr r,owol sound h cut eectbn■ ,� aptiorol,ba6v In.y ,.Norte .o•Db`g cl a � 1 PROJECT po:lon of griller to pnc4d. pnndng of rioter - i t FI 4 _ gilbert w. clif f ord & associates, inc. WHITA CRE SELF STDRA GE DATE: A L� SPECIFICA )OMI old A. Mlslo sky, iJrz �-'-�c as.tae rxlETrToD OF TREATMENT- — REFERENCE STONE FOR EROSION CONTROL o CERTIFICATE NO. z CONNECTION FOR STREET INTERSECTIONS 2na, 3t�s JIHGNIA DEPARTMENT I jl MISCELLANEOUJSf DETAILS SET S07 AND COMMERCIAL ENTP,ANi✓ES a a5 0�67 Engineers • Land Planners • Surveyors VttCHA OtPMThCNT Of 1AN15t'MTATIaN _ _-_-�ZO3 OB - -- T?AN:iPURTAT101J It4.01 - - - GIS ERED 150—C Olde Greenwich Dr. 200 North Cameron St. J PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 7 Q ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540 665-0493 ^/ E—MAIL : clifford®tbi red-com —MAI w I'ff m in FREDERiCK COUNT) I/!RGINIA OF I q RIP RAP VIDOT CL Al, 3'x4' (TYP. OF 4 ALONG THIS P.L.) 6 FT. HIGH SECURITY FENCE 6 SET 3' BEHIND PROPOSED CURB. C6 L/i Vi _1� C) F. ... .. .... . "7777-71 K L, . I , , ", . 1� , I - , 1, x rrn 5E 2 F.F. C 7 111C 749,60 ' 1_.1" f745.60 60 752. 1 f\ '?-AL7 rAl j1- =752,1O 0 C:) 74 J 6.0M 75200 7 xm 746, C:� - '.., 750.00 A 7-5 -2. 0 �O 2.00 75100 751.00 x M X �Z 752.75 I 751.001- C> 753.001 35.00' 7522 30.00"\"� 40.00' 30.00 X. co z W 0 C) W • LLj m V) p Li "do C 2000' a: M Cm C> a- 9 UJI Q Q C5 C, Y" 0QQ _4 w LAJ I LIJ -- ---------- j, LO Q.) If) Ln Ln Ln Ln C",j Liz -Y I= El fs� fe B U) U-3 U-) Ln C111j LU to Q D- LU Lr� V) Cn L0 V) V) 47 745.501 LU Ln C,� LU LU o. _x > LL7 LL ram ram 14 - 0-). izi_` , =-, (3 ) f-- I x A `rk- r__ _<_1 - __ . x C��k < X X >� C:j j � -< x > EVERGREEN SCREEN R IRED; C=) C-4 C14 r x is C> C-5 CD, L-17 1) -t -.** C14 V 7 ` 7 C-1 I - 1:� L 10 1 PER ORDINANCE PARAGRA ICj A _> -.1 - LZ LK IF 16 0 5-44.F.(l) '�EE DETAIL SHT. 5 OF 7 V, C=) 00 U-) C) C3 CO F, THE ENTIRE EVERGREEN SCREEN X� 045 PLANTS) SHALLIE INSTA4 �s IN, 4 i *P* PA T OF PHASE ON AM . ... .... .... -ek S2 (10 X' DINC 4) _C < U -51 5TR. rob 5T T. 45 0 57. 3D 67. 9b epo &_ Uj _TYP E�-D.L- 1 M_'748,25 TYP_ : DI-1 > TYPE: DI- 1 PE TYPE: DI_ 1 I C 745 RIM 750.25 IT/C 74 b RIM= 751.6t 1 1 - ' - -\L 00 y t. TYPE: DI 1 - , . -5\, DI-1 RI F M-.,:; -7.51.25 RIM= 749.25 A= 747.2 RIM= 746.25 4�- oe:::::�75 1.00 .00745.00 �, j, r x 7� /DU,qU - P7��l 748.2 749.00 1749.0� 1 8.00 47. 746,00 745.00 Td, 5 070 753.00 mm 2.00 .0 0 5� 9E] 149 75ro 7.25 7511-T5,1 0.25 ')0.75 1,251 1.00 �9 x VF74511 6,00" B f 750,00 .0 749.00 748.00 V IN 57.00 751-00t.-, -7'1- 749 'M h2.00 '00 00 53.00 < n 0 Yj P a_ fi 0 k fir~ j 17 o� 4 752.30 RE YTE ME K T x C 752.30 7 V. 4(0)� RIP RAP SHOWN AN[, P _R IDIC, k- 0 DOT 115, Z ROME BOLLAMS CL A 1, 3' EDIMENTIR X/ AUT� - 740.60,/' Po" I Q ��; C4 00 �o;KSTOI VOL.=526 CY 91 0 D 4- D. 6h 75V00 RAPVDOT c� 1/ 1, 3,x6, 00 R RAGE VOL.=.704 -�Y" 221 R Q' r EXISTING FIRE AGE --- AREA, TO 8-;:�3.3 AC22 HYDRANT ASS�MBLY -Z 22 .100, loe w MQVED) \E V < �D LU C"! It IRFoa a "I < , Ln f • <N a a < X1 (n Q_.) "-,) L" tS�06 Ile LL W r. U-) >( 9 X -X X Q) LU C'� F. X > A- 9� RIB 1 TOP=743.90 M6 < CL as < r / s �,. I�qi ;ZVI, 4 X (n Ln I�si TYPE.- �'Dl- I A L < -760 'xlw , e Z Lia C) ,j WMH -3: z m < e"), /P z Lj Z 0 X LLJ LLJ 4LE Cp 5, jo (50 RI RAP AOT30 C) f 00 Efr "xi ;,"", 1) -1 11 1 1. -1 V,//y F 174 t7 'A inch 30 ft. T Q 7468b X' .,P(Pf DI-7,213 "14 RIM-;- 7.60 I C 752,00 738.75 x x 1/51.001 U F7_4qQQj WO 74 0 74gr F7T9_n_n_] 7 9 fln FXg-ni M CIA F775 1-0 n] F75_QQ_0T'�_-- /bo.0 749 Nm O '/ - "' r ,- r IM X 746.5 /51.00 C 751. x V 0_ I'll eT 18 WATER! I Q 741.75 K N TQ 74 331 �77 7 T < 7eR (-r RIP WVDOT X FRAME DWELLIN c L 'Al, 3.'.x6 POND A bi K, P 5EDIMENT TRAP 742,00 PL4iVT1iV0 SCHEDULE < KFCP > STORAG VOL.=260 ME TYPE: DI- 1 (� -f 1,70,,,C.Y.... REQ'D.) IP /,1 -7^ x/ ni-nlm X R# RIM 7 6 vu, A 4F o � Q� < t:7 'U _N 748 T 37 WHITACRE SELF STORAGE GRAVEL APE/ ) __ I - - - STORMATER CALCULATIONS -748 4vert Summary Storm Inlet smy, and Sup Inlet Depth W Spread colcutation. 746 Wlert Inv, In Inv, Out 1.40 M) SO.) Type Str, No, fron g(JO)cfs Inv, In Inv, Out Top E(v, Type fhroot(ft) 7/10 2"F 1A 741.90 734.70 135.0 15 5.34 CHP ]A POND A 11.9 741.90 741.90 746,50 DI-1 Q) \1XV 'A PROVIDE ES-1 EC- 1 1 743.33 742.60 32,0 12 228 plastic 2A A2.1 4.6 743.53 743.33 747.83 DI -I ��A 744.10 743.53 80,0 12 0,71 plastic -740 INV.= 733.50� 3A A3.1 1.1 END 744.10 747.60 DI-2B 12' le RIP RAP..VDOT CL1, 48' 2 73520 733.50 155.0 15 1.48 RCP IB BIY 21.4 736.00 735.80 738.75 DI- SCALE: I R F -2 & EC-1 PROVIDE ES 4 739.00 736.00 71.0 15 423 RCP 2B POND B 20.4 739.00 739.00 743.90 111 IRS PROVIDE ES-2 & ECil 4 742.05 740,60 68.0 12 2.2 plastic 3B M 12.9 742.25 742.05 746.25 DI-1 DRAWN BY. JDS INV.= 742.60 RIP RAP VDOT CL1, 3'x6' 4B 74325 742.25 50.0 12 2,00 plastic 4B B4J 11.4 743.45 743.25 747.25 DI -I INV.= 734.70 I PROJECT NO. 2 74425 743.45 6U 12 1.33 plastic 5B B51 9.5 744.45 744.25 74825 DI -I 5TK. 1A RIP RA L1, 6 x8 -1-00 A 74525 744.45 70.0 12 1.14 plastic 6B B&I 7.4 745.45 745.25 749.25 DI -I DATE: 6 7B 74625 745.45 75.0 12 1,07 plastic 7B B7.1 5.8 746,45 746.25 75025 DI -I _J SLOPE FRO -1 TYPE: DI- 1 TO PROTECT M SHOULDER. 0B 747X 746.45 65.0 12 0,85 plastic 8B B8.1 4.0 747.20 747,00 �51.00 DI RIM 746,50 L-.- -_ - - - .'1 11 - ; SHEET 3 OF= 7 1)8 74725 747.20 55.0 12 0.09 plastic 9B B9.1 2.2 END 747.25 751.25 DI-1 - 901AWA CAM m mw I sla TACM QU4NW MCM PAL(SM FIN OW 2%4L V 6'AW AS SHIM to E RIP RAP VDOT CL Al, 3'x4' � ° � � � � � � a 1. (TYP, OF 4 ALONG THIS P.L.) 6 FT. HIGH SECURITY FENCE R, o SET 3' BEHIND PROPOSED CURB. C/i C/i Vi 33� ci ai < 7.7 L < 'xRFCD\ 'x N 54 r AA It IN-/ t IL tic xz zz-- ZZ /A V r\kiN k.-2 F=i c�E 2 F.F. 752.1 t=.75� 'o 0960 T 75 IC 741601 7�1 IOU L=7521 746. Ix, xm A 7-552.00 -2.00 75100 751-00 750.00 x x 752.J5 x �. x` ;,\ 751.003.00 -0 753.00 - 30.00 40.00' 35.00' 30.00' X, z Lo w J 0 L'i j, CD 4 CL C> x, (D r = m 20.00'' C rL >- M \-JT C �753,75 �Jl rr 5E sx, C-> Co 0 LLJ V) 153.00 �x y 0 Of Uj L'i -3 m L'i Cl- L0 . ........ w Ln Lo Ln LLI Ln to x m cz� C) w W LAJ LLJ w C U-) Lr) F=q C") V) (11) V) V) InI Ln Y-) LU C_6� U-) Co 01 L-L ) -,,I- 753.2 C-4 UQ LU C7; j" �D LU 'j LU C--,j c) w �6 �D LU r--� x Ll Ln 7=4 5-.5 0 (n. (S) x e- _4 - -.- -, I x > > V.-)/ 5� Lr') �-- E < x x � i -- - - RX: < x __x cl,� < x C. ("N �ZL L LL7 x, x EVERGREEN SCRE IRERcv S9 1 = L 1 8 8 8 ycv 1. L-7 i LL_ C C, -1 LC_ w a PER ORDINANCE PARAGRAN\v�6 _ r, cV 1 C14 CIj r j:) Ir III 0 C> r- 00 00 C=) CD -441,(1) 165 CD qE DETAIL SHT. 5 OF 7 47 THE ENTIRE EVERGREEN SCREEN 7- CD Co C� ci Al PLANTS) SHALL, BE INSTAW _4 r (54 4DP4 Fp PAf T OF PHASE ORAM NE 0) (To I A I It. 4b C REP, DINC Co _5117 75 57. 6D 57. 9b 57. 35 0 SPOI PE: Di- 1%TYPE: DI 4- _j -1 Uj TYPE: DI-1 [TYPE: D1- RIM=` 748,25 W= 747.2, RIM= 746.25 A,- Co 'TYPE: Dk RIM 750.25 51.25 RIM= 751-60 RIM= 749.25 �50 x", 00 w x 10 CIS MA x rkqm 77 ? 2 7_48 00 752. 1750 070 Am F 9:9 47. 753.00 753, 0 75 UU �] rAA 747 7 0 F LAUP 51 LL4 : -.11 � - 1.00 0.25 0.75 Uo' b, )4�' I'll � I . 0� I . I . I �_11 6 5 Q 745;30 Q 744.50 ol/ xm Co x, rT7f1 _-7F7 r-(-%l 752.00 .0 -4� K / 001 749.00 748.00 4) 53.00 rF7 5 m"m 751 00 [mm I < > C Co 0 tp_ Yj X' NN /P IP 747,00 (L 0 I f 77" x f- . N� 7 100, ................. U 752.30 RE :ATE FIRE HYE T 0 _j �S SHOWN AN X x 1 ID tC-1 P r RIP KAH ROVIDE BOLLARDS CL Al, 3' -74 EPIMENT TKA X/ bi IT 06�,0, 000- kkG;KqTnR VOIL-KI5.0. (?,9,1 ry o').) 00 _R1P Mr VID01 3 x6' X, AGE VOL.=,.704 C�`Y (221 WR 00 X, V > EXISTING F E 3 3 V x IMAGE _AREA TO, B= AC HYDRANT ASS�MBLY E iRFME BARN V w 6 -) I 1 4ter" ►/' � ` _4' REMOVED r c_::: C V (TO -BE 1, 1 F,_I F,_1 fz�71 fa_7_�, IRF L/ t .t� � 5 "no A < Ln Poo < < Ln LLI Cal < Ln Lo 001� Ln t > Lt > U_ w _.si {/ "; i( J / I ', �,x x X Q) C-� X > Ln x TYPE''DI-I is C I T Lin TOP-743.90 4 k<,L�7 60 )0 0 V) Z 'WMH," rjo _<j 0 ULU oz U z y- ) C Lj z ov k-1) Uj RAP VDOT RI Jo Jo 60 Uj X >1 ,\. , 1 ".1 00 C 1) IN FEET I Inch JO )ft. K Q 746b 5T 15 T Q 753 U172B V \/1 '. .1 1, - �7z �1. "I YIr 1-1 I f �11 > x Rim-;147.60 738.75 7�n'nn 7� I C 752.� 0 /i 747.0 > R M-52O M 748.0 748. 0 0 752.00 752.00 74q x rn r '' / .r - -'rr rri X 746.5 LEGEND C 751,00 x Ty EXISTING STORM DRAINAGE & STRUCTURE .... .... \J� E .0 :� " 71. 8" WATER! TC PROPOSED STORM DRAINAGE STRUCTURE ........ z7, 0 Z ------------ 7--r---- ;\n"T' C $741 8 DRAINAGE FLOW ........ . ..... ............. T x" EXISTING GRADE .. ........ ... .. . ... EX. C\� "S PROPOSED GRADE ........ ... . .......... X FRAME MEWN X z 'F PROPOSED EASEMENT AREA 7- T 7L ,is_�_, N, y. x i CO. R _A1, 3px6.) -44 sx. RIP RAP'VDOT C-L PROPOSED SILT FENCE .. .... . ... ....... .. Sr V., FOND A IV r" ---- CONSTRUCTION ENTRANCE .... ............. TE P 5EDIMENT TRAP 14/.Vu v PLANTING SMEOZE F ... ....... ... V9 STORACi VOL =�60L�C.yi''fl.7-0,L--C.Y.,-REO'D. TYPE: DI-1 V RIP RAP CHANNEL LINING � �� 0z SILT FENCE INLET PROTECTION ....... .......... q , N". N, .1 /46 tNHIITACRE SELF STORAGE r GRAVEL AREI T 73 0 STORMWATER CALCULATIONS 748 Chert Smry Stom Wet Sumory, and Sup Inlet Depth and Spread Calculatm 746 !:97 mi rl Str, No. Fran 000)cfs Inv. In Inv, Out Top Etv, Type lhroat(ft) I W-v,fl Inv. In Inv, Out L(ft) D(n) SCE Type Alt R r -7 11 IA 741.90 734,70 135.0 15 5.34 CMP JA POND A 11.9 741.90 741,90 746,50 DI-1 14T 2A 743.33 742.60 32.0 12 228 plastic 7 V 2A A2.1 4.6 743.53 743.33 747,83 DI -740 ----1 L I IVI. 31� 744,10 743.53 80,15 12 0,71 plastic 3A A3.1 11 END 744.10 747.60 DI-2B 12' > RIP RAP,VD0T CL1, 48' ID 735,80 733.50 155.0 15 1.48 RCP IB BI.X 21.4 736.00 735.80 738.75 DH SCALE: 30 S-F, INV.= 733,50, IRF PROVIDE ES-2 & EC-1 ?fI 739.00 736.00 71.0 15 423 RCP 2B POND B N.4 739,00 739.00 743.90 DI-1 IRS 311 742,05 740.60 68.0 12 2.13 plastic 3B BA 12.9 742.25 742.05 746.25 DJ INV.= 742.60 PROVIDE ES-2 & EC 1 DRAWN BY: 'IDS 0 743.25 742.25 50.0 12 2.00 plastic 4B B4J 11.4 743.45 743.25 747.25 DH RIP RAP VDOT CL1, 3'x6' INV.= 734.70 PROJECT NO. 5 74425 743.45 60.0 12 1.33 plastic 5B B5.1 9.5 744.45 744.25 748.25 DH - RIP RA 1, 6 x8 DATE- 6-1-00 61; 74525 744,45 70,0 12 1.14 plastic 6B B6.1 7.4 745.45 745,25 749,25 DI -I 74 74625 745A5 75.0 12 1.07 plastic 7D B7.1 5.8 746,45 TYPE: DI NO PROTECT 746.25 75025 DI-1 SLOPE FROM SHOULDER. 80 747,00 746.45 65.0 12 0.85 plastic 8B P8.1 4.0 747,20 747,00 751,00 DI-1 RIM = 746.50 SHEET 3 OF- 7 90 74725 747.20 55,0 12 0,09 plastic 9B B91 2.2 END 747.25 75125 DI qO RA"o V 8 'D RIM= --747.83, OL. 85 C.Y. (170 C.Y. REQ'D.) 6 T 'E 'NAG \ ARE O A T27 AC. B07AWA CoA" W 0 %C%US PAL(CF4 PW (W ie/sv ciwd."r .ma y,..Mv.ru> a �a. aoem� r�<rvuriv..w� iH; iamx,. ri,tr..z:., y rn, �+ra.ar, i .,r Hi iy yy i rsv<ronrr inwnoxs�»�m� riiy �iur di.>. ii yv iiv y ...y r y rivoh 4 z ;..r .y.y, yG . "Y3Ny y✓a/yG � � h � � � � % � � tan pLi y /' ,.,y/ r q 4 i / y d y y <v/ ry / � � r / •r y 0. fir,. 'Xii air T„ � '�� ..'rr 'r,.;, di•✓.z�r y/.,. a.... s D 0 CONSTRUCTION NOTES GENERAL 1 The contractor shall furnish all materials, labor and equipment and perform all work includingrestoration for the P Y Y P .. P p necessary com leted installation of the utility systems and o11 other improvements shown or implied as necessa for the ( Q 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, 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. 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 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 existinq ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY I Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2 The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. ' _ i. xx --- 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in ,1 ,, ,r,`, '� _ a size. Before a permanent meter is set they require: f �" "" � ' �_ SH�E'T INDEX 1) the frame and cover be properly aligned with its meter box and yoke bar; 2) the frame and cover be set to the final Y. ` " f x - 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 fa be proper working order. It is the devela is contractor's responsibility ` ` �'rf' x � ` n r M Po ly P Pe n9 Pe / Pon Y C r -!, to have the meter box assembly installed correctly. COVER SHEET 5. For water and sewer services that connect to existing lines:_ - a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An applicationfor service must be made and fees paid before work will begin, b) The Authority shall furnish and install all 5/8°, 3/4" and 1° water services. cj For 1-1/2" and 29services the Authority shall make the top and bring °i + ^ i- , :!!' :. ��' 2 SITE DEVELOPMENT PLAN & PHASE 1 RTE. 839 IMPROVEMENTS the piping to the property line The contractor is to furnish and install the meter vault assembly. The �J' --_-__-- Authority will install the meter. d) The Authority will install all sewer laterals ` '`� " 4"� ' 3 GRADING EROSI' N CONTROL & LANDSCAPING PLAN 6. When an existing water main is tapped for the installation of a new line: _ -� ,r .,,,; / �,• .; • 1 ` ��. �r , f y ,., y • a) The Author i shall (umish all labor and materials to make the tap. b} The devek>per/controctor must: (1) make ;� *j'4.. `.1��• I application for t e tap, (2) pay deposit (before work begins); (3) mark the location a the tap; (4) make lino) payment ' w en the work is completed �' . .j I-, 4, 4 SECTIONS PHASE 2 RTE 839 IMPROVEMENTS 7 The contractor shall lie -in a new line to an existing manhole by core drilling the manhole. t " r' ` " ' 8. Any water service line must have a double check valve or RPZ bockflow prevention assembly, as required, installed ✓The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. ,, ,�." ; �_'•; "O r ' „ h `. r 9. AN fire lines shall have a detector double check valve backhow prevention assembly or a RPZ backflow prevention 1' ;s Pfri _ ,� ��'i �: t�°' aV 1 5 PROFILES &MISCELLANEOUS DETAILS P Y P ; j� j .t a assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required. ram* f r � . i : `!/ ' ; , r • - - - - --- r:,4'. 6 OFF SITE GRADING PLAN EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from ,V , r� , f r �^" Frederick County. % rI 5-• ti x t= 7 MISCELLANEOUS DETAILS 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia _{•(� -�' �- ``• ti Erosion Control Guidelines and local ordinances and to be utilized during the construction period. " ` +"' `,;,�� ! 1 ,/ �� y • '''' -- - -- - --- - --- - -- - -- - -- -- 3. All erosion control structures shown or as required during construction shall be continuously maintained. ,r throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed � fir•,« � L: y; •' • , h> at the earliest possible date after establishinq grade. No area is to remain denuded for more than 7 calendar days 4"f:° ""� r, ! . S ,� a5: �.� 1; lull. ROUTE F639 IMPROVEMENT5 PHA51NG when construction is not in progress. ., fj f 1i1ni 4. Contractor to clean u and restore disturbed areas immediate upon completion ofpipe-la in in the affected.�" r area, P IY P -laying t ,,.._.'_.f- gin. 7-„:._..:-.',__-____ I THE PROPOSED DEVELOPMENT WILL GENERATE AN ESTIMATED f5.ertilized, All unpaved areas a the site which are disturbed by this construction shall be provided with 4" topsoil, L0CA7ION AfAP 330 TRIPS PER DAY. ADDING THE EXISTING USES ON ROUTE fertilized, seeded, compacted and mulched. Seed bed to be watered and cored for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. SCALE: 1"= 2000' F839, TOTAL TRIPS PER DAY WILL NOT EXCEED 400 TRIPS FIRE & RESCUE PER DAY. NO IMPROVEMENTS TO ROUTE F839 ARE REQUIRED 1. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of construction debris on site is prohibited. OR PROPOSED WITH THIS DEVELOPMENT OF LOT 2. UPON 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs DEVELOPMENT OF ADJOINING LOTS, IMPROVEMENTS TO ROUTE 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. F839 WILL BE REQUIRED. A PLAN FOR THESE FUTURE VIRGINIA DEPARTMENT OF TRANSPORTATION IMPROVEMENTS IS PROVIDED ON SHEET 4 FOR INFORMATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) PURPOSES. Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other T T T A 2000 O O state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications J U lv or plans, the most stringent shall govern. �1 H Q� 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 afea protection manual. Furthermore, all traffic control fla ers must be O 1 certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section DEVELOPER OWNER 104.04-C. RO►*LID A, MISLONSKY,,JP, Z 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change JO ANN WHITACRE TOMS d NO. 020674 as deemed necessary by VDOT. QQ v I 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for6()3 PAYNE ROAD 3082 SHAWNEE DR. 3 t any work on VDOT right-of-way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the `, 10 a engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT CLEARBROOK VA. 22624 WINCHESTER VA. 22601 �� prior to initiation of work. r FS'StONA G 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. PH.- 5 40 - 6 6 7 - 48 6 3 PH.- 5 40 - 6 6 2 - 2 2 70 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 protect shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of 10. All wotc>n. �l erdiffordApproved by Frederick County Zoning Administrator 10. All wot�r and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and,bt �, � inc. 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. �2� /61 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. Site Plan roval Valid r 5 Years From Date Shown Hence Date , �, r,� , 13, All roadway fill; base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" AP If FINAL ..l•F . AI"' lifts to 95% of theoretical maximum density as determined b AASHTO T-99 Method A, within plus or minus 2% of m':' � �! ' optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector Engineers • Land Planners • Surveyors APf I�`1v F_D 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 underdrains shall be installed where indicated on these •plans and further where 150-C Olde Greenwich Dr. 200 North Cameron St. sn +--e Pla-,•. 4 39-0 determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT Fredericksburg, Virginia 22401 Winchester, Virginia 22601 minimum design standards and is the developer's responsibility. g g 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street PHONE: (540) 898-2115 PHONE: (540) 667-2139 Project Number' right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. FAX: (540) 898-2115 FAX (540) 665-0493 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 T on an accountt receivable basis. 18. CC-12 Curb Romps (Persons with mobility Impairments) should be constructed at locations as shown on the Sheet Number of plan sheets or as directed by the V.D.O.T. Engineer/Inspector. 1. EXIST. 20' UTILITY EASEMENT .1 I LOT S I I N/F f PROVIDE 10 FT. SQUARE NOTCH TOMS CONNECT TO EXIST. 8' IN FENCING AROUND HYDRANTS. PIN 75A-6-B-41A WATER MAIN I- FIRE HYDRANT (TYPICAL OF 4 PLACES) ZONED: B2 USE. VACANT P ASSEMBLY w cLu 1- FIRE RYDRANT 1- FIRE t - FIRE HYDRANT I I U? _25 FT. WATER ASSEMBLY :kSSEMBLY 1- JT, 8' PPE f EASEMENT ASSEMBLY 7' _ N 6 FT. HIGH SECIURfTY FENCE to w SET 3' BEHIND (PROPOSED CURB_ - 1-8' GATE VAL f� i } o �b T G. ADAMS I 1 1 - i DB 748 PG 18, k V: �+kti y>,�. \ PIN 75-A - 6 I 94,1 ° ARKNJ ARK K 3 ZONED. 82 ``s`�� • \ DURING PHASE 1 PHASE 2 AREA WILL BE " USE. WWTP 8+64.6g i e GRADED TO SUBBASE ELEVATION AND BASF •, - 30 FT. WATER & I OF 8"-21 B AGGREGATE APPLIED. THIS EA NAY BE USED FOR RECREATIONAL ' IC s _ SEWER EASEMENT 30.00' 30.00' 30.08' 30.00' 30.08' 30.00' 30.08' 30.00' 30.08' 30.00' 30.08' . 45.00' 0.00' 30.08' 45.00' 30.08' 45.00' 30.08' 45.00'.DO AND TRAILER STORAGE, A TEMPORARY NCE •- a ° AND GATE WILL BE PROVIDED AS SHO 07116 ?S f.N.EX�AC 's - 1 a45' E _ _ _ x x k 1 N Fy,' - 15t 1 - a _ R� m .n m Q�s N UNN UNr' �NN �� c� cNv tv N to cQ t<'� cv w cN w w ap w ^ w cc W r / S U v z + �17-..w�n .. ZW �c ZCS)•rUi^Cna �t co Q Q rr p [p / IRS Ail"� 1 =fl=-� �lJ �� E L_ s�� 5 =-� _ �iLL' m sp m m m m ` �l� 1�5 ?a p 25 INACTIVE AREA'�� 250 WATT HPS WALL PACK. \6 ��G �, +/ 1 ,QT & T O T SHIELD EXTERIOR ACING LIGHTS Q f''Q/�TNER EXl �-, TO ENSURE NO OFF SITE GLARE. 1 I ZONED. B �5_A-20 �'S'T/ I `' o FRAME 9. ;ZE GLOT 4 OB 662 PG VACANT I �, ' , (rD R� zoNEo a- STR. �g M0� WtR.8B 51R. 7B STR. 6B4B o 5TR. 35 TYPE: DI-1 ' TYPE: DI-1 TYPE: DI-1 TYPE: DI-1 TYPE: DI-1 f TYPE: DI-1 3- 9'X20' PARKING SPACES ��RW= 751.00 RIM= 750.25 RW=749.25 =.25 RIW 747.25 �' RIM= 746.25 + g �; 1- F1RE HYDRANT 1 ° ARK N - AkKIN IN KIN / / Floo,Q M co N ° ' + Q r__ oo oo � � � _N 45'07' 16" E ASSEMBLY -_�- 1 302. 29' 1 11J� ° TEMPORARY CHAIN LINK o Z - 10' CONC. FLUME � FENCE WITH DOUBLE- � (TYP. OF s) � � r o 20 W SWING GATE. i �. • 'o � \ ° PRO C-1 / / V n J PROVIDE= 740,60 iO PROJECT SUMMARY LARD 1 + CD BOL/ / / TAX IDENTIFICATION NUMBER ' 7'5A-6-B-41 ao 1 +� III_I',' � / ZONING B-2 L r7, I " 1 0 Z LOT 3 IRF `�? / CURRENT USE RESIDENTIAL/VACANT >1 � � "•• ... _... _. .;`F iNy )37.85 - \ o • _ ._.-....... ^.__..__- E REMOVED / ,. Q ° // / PROPOSED USE WAREHOUSING (SELF STORAGE) w \ N N Ctf o c i 51R ! 511 LOT AREA 9.3377 ACRES •� CIS j k z Z z z - 0y0 / / FAR ALOWED 1.0 C (A Z SEWER EASEMENT TYPE: 43. a40 is 30 FT.ER WATER k 0 < t= TOP-743.90 / �' ��, / AS S WMH / / RE UIR PROVIDED • FRONT 35' 45'+ 1' k� \ ' 191+ j SIDE 55'+ (40') _N 45'07'16" f 1 �2.26' \ `fit ° � r r r � / a1 " � 30.00 3 . 30.08 30.00 30.08 30.E 3a 30.00 30.08 45.00 30.08 30;OQ If A 8• PIPE PROPOSED PEDESTALS � ' REAR 40'+ I '• - 1- 8' PLUG - MAX. HEIGHT= 35 FT. o" / MAX. BLDG. HEIGHT 35' 24' (EX.) 15' (PROPOSED) x 51X 3A MAX. AREA-- 1 S.F. �, TYPE: DI-28 1-8. GATE VAL 1-1 AREA DISTURBED 8.98 ACRES TY"99.59 \ RIM* 747.60 / URe A= 738.75 ! OUTDOOR STORAGE AREAS NONE MOHSEN \ E DETAIL THIS ET . / 5 �+ /l ' OUTDOOR TRASH RECEPTACLES NONE k SADEGHZADEH 0 / ,` .0 J / MINIMUM LANDSCAPED AREA 61,013 S.F. 15X PIN 75-A-3 - - - - - - --�Tx•-E2 - - - - - - - -,r-- ,r�� ei6' LOT ) ZONED.- B2 I \ ' WAARI TRIP GENERATION/ LANDSCAPED AREA PROVIDED 158,312 S.F. 38.92X 164 1 OB 639 PG 356 I \ ITE, 6TM EDITION ESTIMATES I LNG AREA 1 PHASE 2 PHASE 3 t; ('SE. RESIDENT/AL J �� J� l 4 D I �• 5 .: '£ ,o k THIS SnE AT FULL DEVELOPMENTPHASE 1 k _ ,' WOULD GENERATE 330 T.P.D. WHAREHOUSE AREA 36,750 23,625 36,750 N \ i- HYDRANT o EX. FRAME DWELLIN OPO OD CONNECTT8' WATER O EXIST . \ N INVERT OFFICE US OFFICE AREA 2,088 c 20' WATER POLE MOUNTED HANDICAP k :' •: a�7 i ..., x PROVIDE CC-12 HANDICAPPED RAMPS AS • - '` U EASEMENT ACCESSIBLE' SIGNS El GRINDER I 34.90' 0 . ...:.:: ' .: ' _ `` TOTAL AREA 38,838 62,463 97,125 ��, rn NG 15' CMP SHALL BE Fl *DIRECTED BY VDOT INSPECTOR. ,I it FAR PROVIDED 09 0.15 0.24 W a �' to TYPE: DI-1 PUMP STMION o = r�,1s� FLOWABL BACKRLL OR 0 1 PARKING � b 4 b S ``' . SUITABLE MATERIAL CONTRACTOR 1 �i I �y,,, FUTURE WATER (SIZE 1- PROP FIRE HYDRaRI `I--c NEW BUILDINGS AND EXISTING STRUCTURtS SHALL rl w w RIM= 747.83 I cn ! TO BE DETERMINED) - :. ,! p SHALL COORDINATE WITH VDOT SELF SERVICE STORAGE P 1 PHASE Z PHASE TOTAL I k' INV. OUT= 736.0 I -" t; COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDING ' _ .. 15 FT. PRIVATE � � °o �;�„� � • / I INSPECTOR. +; (1 SPACE/5000 SQ. FT.) 1 UTILITY EASEMENT EC-1 REQ'0. _ _ �f I -� M 11' GRAVEL AREA CODE AND B.O.C.A NATIONAL BUILDING CODE/1996. STD. SPACES REQ'O. 7.4 4.7 7.4 19.5 "" Lt _ __ _ - - - - __ AIR I T E STORAGE UNITS SHALL COMPLY WITH SECTION 31 STD. SPACES PROVIDED 10 6 5 21 °° -- - - -+WATER _ _ _T 2 c OFFICE SHALL COMPLY WITH SECTION 304, i USE GRO { f HANDICAP SPACES REQ D. i INV. OUT 7M.50 I HANDICAP SPACES PROVIDED 2 0 0 2 N I \ -1 ►-" EC-1 do ES-1 REQ'D. 1� 10�q STA TE FARM 2�'u' F--- - 311- 79' FORCE NPONN. _ tri_CHANGE OF USE P MIT IS REQUIRED FOR PARKING LANDSCAPING J Y OMUTUAL /NSURANCE N 25 44 38" EEXISITNG RESIDENCE RIOR TO RENOVATIONS. p I rn P/N 75-A - R I 'y - p INV. OUT 734.70 I i 4x� �� c % 15 FT. F.C.S.A SEE DET L7 ZONED.' 622E 44 47 WL2 150.00 iR� SEWER EASEMENT ( / ) G (STING DRAIN FIELD �" EC-1 Ik ES-2 REQ'D. PERIMETER TREES REQUIRED 7 AT 1 40' o o w o w N - SEWAGE PUMP STATI S SHAL BE ENVIRONMENT ONE PERIMETER TREES PROVIDED 7 Q � Z DB 841 P 1341 EXISTING WELL TO BE TR.1A TO BE ABANDONED I Ili % INTERIOR TREES REQUIRED 2 AT 1 10 SP. _ 8 oN 6co - --- GRINDER PUMP MOD S 210 212 OR 214 AS ( / ) USE. OFFICE c TYPE: DI-1 APPROPRIATE. CONT T JACK STATION DES EQUIP. k 2 FUTURE METER PER WATH DEPARTMENT ABANDONED RIM= 746. 1- 2' Bull VANE I N O INTERIOR TREES PROVIDED 3 `� Q w o w °i LOCATION I w a o, rl c� REQUIREMENTS. 1 JT. PIPE 2' PVC SDR 21 C.O. 804-752-6335 )OR INFORMATION. I ! PARKING LOT LANDSCAPING REQ'D. 189 S.F. (5R x 3800) ,, - U 3/4' WATER SERVICE WAJI �► I • 4 '' I DETAIL AT PROP05EP OFFICE 1 k STORMWATER CALCULATIONS Culvert Summary Culvert Inv.In Inv. Out L(ft) NO S(%) Type IA 741.90 734.70 135.0 15 5.34 CMP 2A 743.33 742.60 32.0 12 2.28 plastic 3A 744.10 743.53 80.0 12 0.71 plastic I 735.80 733.50 155.0 15 1.48 RCP 2B 7B.00 736.00 71.0 15 4.23 RCP 3B 742.05 740,60 68.0 12 2.13 plastic 4 4B 743.25 742.25. 60.0 12 1.67 plastic 5B 74425 743,45 75.0 12 1.07 plastic 6B 745.25 744.45 60.0 12 1.33 plastic 7B 74625 745.45 60.0 12 1.33 plastic J ' 8B 747.00 746.45 65.0 12 0.85 plastic 9B 74725 747.20 55.0 12 0.09 lastic Storm Net Summary, and Sump Inlet Depth and Spread Calculation Str, No, From Q(10)cfs Inv, In Inv. Out Top Eiv, Type Throat(ft) - -- -- -- - --- . IA POND A 11.9 741.90 741.90 746.50 DI-1 Il 2A A2.1 4,6 743.53 743.33 747.83 DI-1 3A A3.1 1.1 END 744.10 747.60 DI-2B 12' • �' 1B BI.X 21.4 736.00 735.80 738.75 DI -I 4- 2B POND B 20.4 739.00 739.00 743,90 DI-1 s 3B B3.1 12.9 742.25 742.05 746.25 DI-1 4B B4.1 11.4 743.45 743.25 747.25 DI-1 BENCHMARK 5B B5.1 9.5 744.45 744.25 748.25 DI-1 6B 86.1 7.4 745.45 745.25 749.25 DI-1 2 NA lL S IN WPP 79 B7A 5.8 746.45 746.25 750.25 DI-1 / I / 7 �J Q 8B B8.1 4.0 747.20 747.00 751.00 DI-1 ELEV . - / ,33 `* 6 o 9B B9.1 2.2 END 747.25 751.25 DI-1 N 43 1- 2 PLUG I J 0 ! I PARKING LOT LANDSCAPING PROVIDED 200 S.F. ry c L I CONNECT TO EX 00 FUTURE UT REPRIVA�TE FORCE I �c 1 I RICHARD R. NEFF I Ia 'N ilk FORCE MAIN. I & MARY -LLEN NEFF j NO STEEP SLOPE WETLANDS WOODLAND OR OTHER ENVIRONMENTAL BILL Y G. & SANDRA H. I ! FEATURES EXIST. z ZI 75A-b-8-12A___ , ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE i FLETCHER } a P/N 75-A - 4 I ZONED: BZ I . �� , MARSHALL REQUIREMENTS. Z ti I Z L 0 T 3 I � SE.• RESIDEN TIAL `' �'� ZONED.- B2 a, I 1 b NEW ELECTRIC do TELEPHONE SERVICE TO OFFICE OR WAREHOUSE TO R_ OB 522 PG 569 I 0- � N F TOMS N O � j BE UNDERGROUND. w USE. RESIDENTIAL / I Nv. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES [��, co T M.I.D. 75A - 6-8- 4 1B I 8 i OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 V Q) I ZONED B-2 p I�; I , SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM USE. VACANT I it $ PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. Q, I I � CV71 N I N NO INDIVIDUAL STORAGE UNIT MAY EXCEED 1000 S.F. (Ordinance Sect. 165-44.C) 0 1-� ` 't. NV. (724.21 I I I C J S o 50' BRL BENCHMARK RS a------------------------ 2 NAILS IN WPP g I- } 1 ELEV. = 726.56 `' `� �' - rn j NV (71k7.67)NV. (718.02) NV. (721.39) IRSIRF,29'453" W 25._ S % I Ii IRS t U.5. ROUTE 11-+-,VALLEY PIKE l _ ._..__ .0 G - �LS. ROUTE 11- VALLEY PIKE �, - VARIABLE WIDTH K/W) t ED. EX. SHOULDER ---ice " F05TED SPEED LIMIT= 45 M.P.H. +° REF. �, •� GR,4PH/CSC.4LE IA38 FT. TO PR05PERITY DRIVE U. S. ROUTE 11 AND VA ROUTE 839 50 25 0 50 100 INTERSECTION IMPROVEMENTS TO BE DESIGNED 56W WTr 450► 1 5W D TAW WHEN WARRANTED BY FUTURE DEVELOPMENT. IN FEET 1 inch = 50 ft. w�^ o qw �r7 O � J q W SCALE: 1 "=50' DRAWN BY: 'IDS PROJECT NO. DATE: 6-1-2000 SHEET ,2 of i 3 0 I 0 3 c 0 PF ---18 WATER 752:00 6 752 T C 152 SO 1�l 152.00 s0 RIP RAP VDOT CL Al, 3'x4' (TYP. OF 4 ALONG THIS P.L.) --48 WATER ` ., 8 WATERS------ N CV N L ztSj� Z�Lri Z a _ a� fl Q x x p x�' x x QHe, EXISTIN, (10 R � �l(DlN 57.9B �fR.BB 1►� I I I I �i'I I � I I I I I I ilel.'s�.�•. I I � • • 7 I101 152.00 152;00 57. M TYPE: DI-1 RIM= 750.25 1.00 751.00 N LLJ N < x x x 57. 6B TYPE: DI-1 RIM- 749.25 51.75 _LO _ `L,^,\ N Li.2 1..�7 N N Lc-)�u Ll� .�- CAI < �� L3 ) N 'IF- x x z V J xx TYPE: DI-1 RIM= 748.25 749.00 149.00 149.00 749.00 57. 3A ' TYPE: DI-2B RIM= 747.60 CJ� N a C>UjN Z CSC 9 �Q� x x J�LL �EM 0 TYPE: DI-1 RIM= 747.25 Jss • 748.00 748.00 ?5 741.15 r� Cal 00 Z 1 LL -n RI RAP VDOT CL 1, 152.00 752.00 752.00 152.00 751.00 1.0 .00 50.0 749. 749. 148.00 748. C 151.00 -- T 746.5 EC-1 C. 751.25ff T Cor" 18" WATER Lis s -ro-I TC74.3 C78.85 -- J I I\ EX. FRAME DWELLING RIP RAP VDOT 44 1 T C 748.70 1 T 1 CL Al, 3 x6. ' 746 POND A 6 P 5EDIMENTTRAP 57. 2A STORA VOL.=260 C.Y. 170 C.Y. REQ D. x 143.00 TYPE: DI-1 RFcp 74200 /P DRY OR VOL. C.Y. 170 C.Y. REQ'D. RIM= 747.83 7 6 [*A[NAG , REA Aaw = I 748 748_ ___--- - - --- - - _ _746 t- _ it 740 - - _ �f PROVIDE ES-2 & EC-1 L2 IRS INV.= 742.60 RIP RAP VDOT CL1, 3'x6' I - 5T�.1 I * TYPE: DI-1 L.-._ 6 RIM- 746.50 1 I No 6 FT. HIGH SECURITY FENCE SET 3' BEHIND PROPOSED CURB. - 145.00 � a M ., Z O LD Z Cn 3 U O C-1) N �2 U N U-) -� (\j U CV e A A �LL1r` WL� Z CSC745.25 T C 745.50 O x x N N x x "•"""' ;''CERGREEN SCREEN QUIRED �-- PER ORDINANCE PARAG'6' Q N O a �� I I I 57. 3B TYPE: DI-1 RIM= 746.25 MAI EE DETAIL SHT. 5 OF 7 lo HE ENTIRE EVERGREEN SCREEN 545 PLANTS) SHALL BE INST fj 9 /01 ART OF *: PHASE (i f ,� 501 .. 00 lo �•'''te 6 0 6 . '' '_ ' :�Lj F ., .�ll ..... � T C 144:50 0•• •'1'••. O 74 . 746.00 6.00 746.00 145.00 145.00 145.00 / 00 45.50 46.00 145.00 _ 44.00 • ' / �'` cd EC-1 7 4 4 -1 �' x7 �o Pd -' 774 RIP RAP VDOT NP b PRO C-1 INV UT= 740.60 CL Al, 3 6 / P 5EDIMENT TRAP >, .� �' �'9GEf AGE VOL.=526 C.Y.: 221 REQ'D. RAP VDOT CL 1, 3 z6� �� ; / - STORAGE VOL.=704 C.Y Y. RE 'D. X AINAGE AREA OI B=3.3 I -.>RAME BARN �+ b .. .(T BE REMOVED) 5 14.00 � SF /''• TYPE: DI-1 TOP=743.90 / Y_ l a I q /.• ''• WMH •% W i � o - IP �, �. 3Z '��Z �C `9 + , r` O Ir o w 5� sAA CSCALE Q P-0 w o w / 747.00 30 15 Oi� 30 60 6 w �• 6 c U \�� (' /N FEET 00 (P / / 1 inch = 30 ft. 57.1D S� TYP . 1-1 z 747. = 738.75 0 C 741.7 �L B PLANTING SCHEDULE 90TAWA COW^ wx sw -%M a4ww QUEACl6 AILU67 ply ow?' GAL 0 6' NLYI AS SFK)MV 10 GRAVEL ARE/ PROVIDE ES-1 & EC-1 INV.= 733.50 , ! RIP RAP VDOT CL1, 4 x8 _ PROVIDE ES-2 & EC-1 INV.= 734.70 RIP R 8fi"ruLl 6rx8 I I S TO PROTECT I SLOPE FROM SHOULDER. I . i LEGEND EXISTING STORM DRAINAGE & STRUCTURE ❑ PROPOSED STORM DRAINAGE � STRUCTURE PROPOSED CURB k GUTTER DRAINAGE FLOW EXISTING GRADE PROPOSED GRADE PROPOSED EASEMENT AREA -_ - - PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION W4i1TACRE SELF STORAGE STORMWATER CALCULMNS Culvert Suwtry Stan Wei Stwy, and Slrp Iniet Depth ad Spread CalcUotion Cuvert Inv. In Inv. Out L(ft) DW SW Type Str. No, From O(IO)cfs Inv. In Inv, Out Top Elv. Type Throat(ft) IA 74190 734.70 135.0 15 5.34 CMP IA POND A 11.9 741.90 741.90 74650 01-1 2A 74133 742.60 32.0 12 228 plastic 2A A2.1 4 743.53 743.33 74723 DI-1 3A 744,10 743.53 8Q0 12 0.71 plastic 3A A3.1 1.1 END 744.10 747b0 DIA 12' 1B 735.80 733.50 155.0 15 1,48 RCP 1B BIA 21.4 736,00 735A 738.75 DI-1 2B 739.00 736.00 71.0 15 423 RCP 2B POND B 20.4 739.00 739M 743,90 DI-1 3B 742.05 740b0 68A 12 2.13 - plastk 3B B3.1 12.9 74225 742M 74625 DI-1 4B 743.25 742.25 6110 12 1.67 plastic 4B 1341 11A 743.45 74325 74725 DI -I 5B 74425 743,45 75.0 12 1.07 plastic 5B B5.1 95 744.45 74425 74825 DI-1 6B 7625 744,45 6110 12 1,33 plastic 6B B6.1 7.4 745.45 74525 74925 DI-1 7B 74625 745.45 60.0 12 1.33 plastic 7B B7.1 5S 746.45 74625 750.25 DI-1 8B 747.00 746.45 65.0 12 0.85 plastic 8B 1381 4A 747.20 747M 751.00 DI-1 9B 74725 747.20 55D 12 0.09 plastic 913 B91 22 END 74725 751.25 DI-1 � O O 44 "'y O � O V � � q 6241 j q o tZi 0 SCALE: I" JO' DRAWN BY: 'IDS PROJECT NO. DATE: 6- 1-00 SHEET 3 oF= 7 WHITACRE SELF STORAGE 0 86 FT. MIN. RIGHT-OF-WAY 50' VARIES I I I I c`J EC-2 REQUIRED A GGREGA TE L A YERS TO EX TEND I ' BEYOND EDGE- OF PA VEMEN T ROUTE F839 FUTURE IMPROVEMENT5 N.rs. i I II I II I I I 1N r, STA:4+72.32 END CONSTRU TION r GRAVEL AREA 1 B PROVIDE ES-1 & EC-1 INV.= 733.50 ■ • •A• DOi PROVIDE ES-2 & EC-1 INV.= 734.70 I RIP 6 x8' TO PROTECT ::1g f::• I SLOPE FROM SHOULDER. 4 I INV. (725.29) l� EX. 15" CMP j TO REMAIN STORMWATER CALCULATIONS Culvert Summary Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation, Culvert Inv. In Inv, Out L(ft) D(in.) SM Type Str, No, From O(10)cfs Inv. In Inv. Out Top Elv, Type Throot(ft) lA 741,90 734.70 135.0 15 5.34 CMP 1A POND A 11.9 741.90 741.90 746.50 DI-1 2A 743.33 742,60 32.0 12 2.28 plastic 2A A2.1 4.6 743.53 743.33 747.83 DI-1 3A 744,10 743.53 80.0 12 0.71 plastic 3A A3.1 1.1 END 744.10 747.60 DI-213 12' 1B 735.80 733.50 155,0 15 1.48 RCP 1B Bl.x 21.4 736.00 735.80 738.75 DI -I 2B 739,Oq 736.00 71,0 15 4.23 RCP 2B POND B 20,4 739,00 739,00 743.90 DI-1 313 742,05 740.60 68.0 12 2.13 plastic 3B 113.1 12.9 742.25 742.05 746.25 DI-1 4B 743.25 742.25 60.0 12 1.67 plastic 4B B4,1 IIA 743.45 743.25 747.25 DI-1 5B 744.25 743.45 75.0 12 1.07 plastic 5B B5,1 9.5 744.45 744,25 748.25 DI-1 613 745,25 744,45 60.0 12 1.33 plastic 613 B6.1 7.4 745.45 745.25 749.25 DI-1 7B 746.25 745.45 60.0 12 1.33 plastic 7B B7.1 5.8 746.45 746.25 750.25 DI-1 8B 747,00 746.45 65.0 12 0.85 plastic 8B B8.1 4.0 747,20 747,00 751.00 DI-1 9B 747.25 747.20 55.0 12 0.09 plastic 9B B9.1 2.2 END 747.25 751.25 DI -I c a� U.S. RTE. 11 12' SAW CUT EDGE Existing pavement 2' SHOULDER EXTEND BASE AT 1 ":1' REQUIRED 12" BEYOND E.P. -�� W 1.5" SM 12.5A -- PROVIDE TACK COAT 3" BM 25.0 8" 21-B CROSS SLOPE TO MATCH EXISTING SECTION C N.T.S. 12' 1 12' WIDENING � I VA. SEC. R7,E. 839 1 1 /2 SM 12.5E U VDOT CG- ��+ri�iiiiiiii PAVEMENT l_-____.... - --- 3" BM-25 (PHASE 1) 8" 21 B SECTION B-ROUTE 839 WIDENING SECTION -- -- N.T.S. �---- - M PROPOSED GRADE EXTEND 21B 12" BEYOND BACK OF CURB. RIGHT TURN LANE TO BE PROVIDED ON ROUTE F839 ; INV. (724.21) - _ 713 _ IF WARRANTED. I 2 .001 INV. (22.25F I p J 12.00 I E:. ( ( I IX REPLAC XISTING 30" CMP WITH 82' @ 1 0 I / - 35' OF QUIRED 30" RCP MAY BE PR IDED / { BY V..T. CONTRACTOR TO ENSURED NAGE fit _ _ IRS 24 I. I FRO XIST. 15 CMP TO ROUTE 11 DI H r EX. 15 1CMP �m - I TO REM IN LINktMAINS ON VDOT RIGHT-OF-WAY. v PROVIDE ES-1 I _-_ -- -- I REMOVE EXISTING END WALL. M OVIDE ES-1 NEW INVERT= 718.15 OVIDE EC-1 b3 INV (71802)- . • r INV. (721.39) EW INV.= 717.33 let, � #� INV. (717.67) t' " �^ _ _ s 30MP 718 ` ' r . i r>'VIP 'r��,� Z� /� / "r IRS +r'`'• '' 722 o �` a •,- �� {rah +� `� o o : CG 11 ti. o 5;4- _... DURING CONSTRUCTION OF-9,.FT. WIDENING, �X' �' � �' THE CONTR TOR SHALL NOT TURB THE LIMITED P 303 FT. TAPER 100' TURN NE -�---YALLEY F1 QUROUTE 11 ACCESS FEN I AND MONUMENTATIONt C -_ r ... ........ ... - .__ S0+-30.77 ^ BEGIN CONSTRUCTION NROUT 11 - VALLE Y PIKE ��, iARIMLE - WIPTHK AT W PROVIDE SAWC-UT EDGE - H'-a C CO r-, ED. SHOULDER MATCH EXISTING PAVEMENT ELEVATION N AND a%VEMENT ADE. MILL OUT EXISTING ROUTE _. o 839 TO PROVIDE iNiMUM EDGE OF SHOULDER 2" BM-25 THICKNESS AT EDGE OF EXISTING 720 PAVEMENT. PHASE TWO ROUTE &39 IMPROVEMENT5 1 "= 30' SCALE: O CERTIFICATE NO �jV&Jo0 A GIST RED PROFESSIONAL - ENGINEER - --. �7 0 7501 \,-- STA. 0+90 Tq STA. 3+10 _ LAY PIPE TO VOID HIGH PT. 740 00 G ! 1 730 PROPOSED GRADE 36' WN COVER REWIRED 75 I 74 s DATUM ELEV 730.00 O cv C9 17� O'� T O1 M1. n n n � � M1. n � M1• M1. n n 0+00 1+00 2+00 3+00 4+00 5+00 6+00 WATER LINE PROFILE5 75 1 74 1 73 73 I 72 72 750 744 738 732 744 738 732 O v�i I M1 M1 II N a 750 E3 C3A 80FT 7®71X C2A 32 FT. 12" PLAS C 0 2.28% PROVIDE EC-i 738 726 726 DATUM ELEV _ DATUM ELEV 72500 735.00 M1 M1 M1 M1 M1 M1 M1 0+00 1+00 2+00 0+00 1+00 0+00 1+00 STORM DRAIN PROFILES > � Z � N Ld m �5E N e O 745 .n W N EX. GRADEee N PROP. GRADE , L740 l— ----- -- ---- M FORCE MAIN CONN. 735 a SEE DETAIL SHT 7 2" PVC SDR 21 FUTURE PRIVATE FORCE CONNECT TO EX. MAIN BY OTHERS o N FORCE MAN. N N N alN 730 — -- - --- ----- 0+00 1+00 2+00 3+00 SEWAGE FORCE MAIN PROFILE WHITE PINES OR LEYLAND CYRESS 545 TOTAL TREES REQUIRED MINIMUM 6 FT. HIGH AT PLMITING 8' PROPERTY UNE -AV- A _ �— Fl ) -- -� PROPOSED CURB 8' M 6 FT. HIGH SECURITY FENCE EVERGREEN SCREEN SEE 5HEET 3 FOR LOCATION 0+00 1+00 2+00 3+00 4+00 0 0 w zC- a o z u, CC GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. V£R7.. EMERGENCY OVERFLOW PROVIDED ELEV. 746.50 (A) , 745.00( B) V.D.O. T CLASS Al RIPRAP 20x35 (A) 12x30 (B) Ej ppP G T1�N P�No oOI _ CLAY CORE 12" TEMPORARY PVC STUB WITH OEWATERING DEVICE. REMOVE FOLLOWING SITE STABILIZATION. 100 YEAR WATER SURFACE ELEV. = 746.34 (A), 744.30 (B) 10 YEAR WATER SURFACE z ELEV = 745.55 (A), 743.26 (B) J — 2 YEAR WATER SURFACE ELEV. = 744.62 (A), 741.84 (8) 3" ORIFICE AT 741.90 (A), 739.00 (B) (PLUG DURING CONSTRUCTION) REMOVE PLUG FOLLOWING SITE STABILIZATION PROVIDE CAGE TO PROTECT ORIFICE PROVIDE 44' CONCRETE PAD AT 4' ORIFICE INVERT. DETENTION POND OUTLET DETAIL NOTES: EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT PLUS OR MINUS 27. OPTIMUM MOISTURE. CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXISTING GRADE. THE TOP OF THE CORE SHALL BE AT ELEV. 745.60 (A), 743.30 (8) .DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REOUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE TIME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOWING: UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PARTICAL SIZE: 95% PASSING 1/2" SIEVE. —� 3 "�- A r— - 481 15 " RCP ' #5 Bar E. F 3000 psi Concrete collar I?" thick vI 48" ANTI —SEEP COLLAR DETAIL not to scale m Io Z ll��ii W W (n C) <3 g Z W S Z cr w Q af � � v a 0 r o0 00 a � OW4 .�Z `° .� >� O CID m • OD L O • c L N � � �N I +� 6�—§§ PA w �- y �OQ � > u- w GO Joawow �' _zV1 WUU ,- Z Qww v� Z � q C0C v� V v �y ~ O v V 0 n� °w SCALE-. 1 "=50' DRAWN BY: ✓. D. S. PROJECT NO. DATE: 6-1-2000 SHEET 5 of 7 --_ __ _ X x _ IRS�,- X r\l?- 0 V O Q � w w w � � q v '1 Cam' Q O SCALE: 1 =JO DRAWN BY: IDS PROJECT NO.' DATE: 6-26-00 SHEET 6 ' of 7 SILT FENCE CULVERT INLET PROTECTION 7— ENDWAL_L DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLEW T OPTIONAL STONE COMBINA TION 1 0' 1.5' vi' FLOW ;- 2 5' "VDOT #3, #357, #5, #56 OR 157 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. Jill 'I FLOW III Ili 4' 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. TT INTO THE TRENCH. 1-1 PLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) STONE CONSTRUCTION ENTRANCE 70' MIN EXISTING — A 3' PAVEMENT \� 5:1 FILTER CLOTH F" MIN I A MOUNTABLE BERM (OPTIONAL) i' SIDE ELEVATION ExISTiNG GROUND 70' MIN. T \y B WASHRACK 10' MIN. � f ln. MIN. A 1C MIN '- I"--- EXISTING - PAVEMENT � - -�uul 1 \ + �® VDOT •1 I POSITIVE DPAINAGE 10' MIN. COURSE AGGREGATE B + TO SEDIHENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW 12' MIN. ~— 3" MIN 3" MIH FILTER CLOTH SECTION A --A 6.-7„ + +t REINFORCED CONCRETE DRAIN SPACE SECTION B—B SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SI)i1RC6: Adapted Iram Imitation of Strn and fabric PilW Barriers for Sediment CmtrrllVL D= PLISL 3.05-2 SOURCE: ADAPTED from 1983 Marybnd Standards for $oil erosion and Sediment Control, and Va. DSWC Pete 3.02-1 Sherwood and lyant END -SECTION 12'-60"PIPE ALTFRNATF END -SECTION 12' 60" PIPE I ES I nab -4 on door and w l'arn 0110 and an O,dW e V - _f`_ iSP*dww Or, rdet aid-sectwd /5�01lM an iN/ten0•MCtUM-_ �,.: X }- _ _ X� E Concrete to be - E Concrete to be 400C ?S Min 4000 PS Min PLAN PLAN _ c .f. e_ a C a I bar or .leer{lifn 1lruatsr+t ..--_ t ..-�-� --� . `fMe fgbnc r.a,larin'�rq _--T _ .pNr_ I A A i SECTION X-X END VIEW SECTION X-X END VIEW END -SECTION OWNSKM _ DIAM. A f3 T C _ D E 12" IS" z-3' r-9" :iI4-- -44' ti n' fr - r r-9" 4 3-cf r I r_6•' ICJ I 4-0' -49'' I. V 15 3" 2n-R' 6 I 1 6" 2" 6rgT 6-6" 1.9y 1 -z 7'-Or 54' 2-3 S B-2 r 6" W C Pp. W91hs .1— un pane a1. _.._.. _._.:....r. •- ""''•� \-� on 3.r : 11 3 Ill imtror'a own' .. j-Qlllef, •D �M the 111ar"re dtLfn shn•r., . -'1 - /: - -' •f+f 'qM llh gtm .. be red.[!? J, ire aN«.nte n ts•eenaro 'D'. SLOPE DETAIL SRECFERENCE_ FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT of TRANSPORTATION O7 01 -___ v._ ZXl Sb eat epeloacn eawe Cc-�, !ROAut 'a be a. A cvlocbp w r .v. .Aare, an Dior.) (Red.$ to be ea jRoald ambnoLon i d'o.n on plans. 2" _T A "e- f SI'd�,iCG-67 j { 3 ��_ a- Goa A7 tH E_s.t b.' ' b• �' nnc _ �. OpbabC crow tin Cr.l. y_ �_ IF E.owitcm t '_'i L.panaron JI A _J �I '- SECTION C-C I'll,will" -e" 2 a• a, as --f YanYne .oadw" silo-, on tvpicei.ec. on PLAN VIEW Cemt•uct Creo. rr.uq.• wile o pm obusc cw rn Ed" of Shouid•1 r to tar a►ok Cw .. 6 x �'� �--- a' JDt:onatror li.•v - Menu Rbodray Slip. Chergs- '1 - -' - - - - - - 6-J - wfvn SVri. cc "is doa for ontrmu• built -� �- a x Iles. _ n con unc eon rith 001 or ai.cta. please •• stop. chat'. D m,• the ,oee.nq Y Y Ma+•er1. anemic nl Maib. ,-n cc led ' e0 11 for Strce, Cenn.ctloo to theCr'w k. I.rcepl not .'.grad• 1C't7+•. ah4 Iw t:emmar r"d Cn lr 91.11 anon raQ. .d inn inide na pavement wWy, can be emklea In ti rr;n the e.,t, Cate I SECTION A - A A Rat/awb err to+bnaoo. owe am eultor ondtnol be tMotruct" • borord the R;w fine a+coot rnr r.00<emMl p.r pesef Guidelines for Grade Change D when 11ed P caejunetkM eaA standard CG 3 or CD 7, the curb ,Fie. on INs standard a to be od'teated to ,MCA the Entronce Vokan. Devi ob* Ile-'Imr, r•x,nntabl. Curb corrlgvdhon lapn (•Wars w+a. 'SOO vp01 O % 1 / see to,,dwd CC12 to, C b Ramp den eig le be Medium 45DO.1500 VPD) 3 x e Y when the Mace- ,adi cannot ercommoaal. lee that 1111oI• Sao vpp, ; 6 Y e x the twainy rspuD er*ente of dntldpdted hodvy tract• IreflIC, consld.,aGon snood be given to atneoehp the a.vv th of odpce-1 proposed Ild..ah to 7 in ,T at•tlond lloeino -ay be wed Icr Ml, dares h cut eect�a+e. Optkcdl flu.lirle r•,dy r.goi,. . idlnq or o pw Con of putter to preet�ds poncQnq of eater METHOD OF TREATMFNT- FrrRlc! I --- CONNECTION FOR STREET INTERSECTIONS 501 AND COMMERCIAL ENTRANCES -A- VIR71'" DEPARTMENT Of TRMISPORTATpH _•---_.- 3.08 ES _? j Poy Line —T—Z ALTERNATE CONNECTION y- _ Did — - -gyp -- Connector :Ktlnn rhR�.1� -; - C __ l floe -- Toe plate W be punched to match boles n skvt lip. 3/e" sari bolls IV, be turinsned Length of toe plate ,s W+ to" for 12* to 30"dio. pipe and VI+22' L I Ree,fel/;ed for 36' to bon are pipe. Fdge Skirt Section for 12" to 30" do pipe to be made in ere piece Skirt Section Skirt Secttonlor 36"to 54"dio pope may be marls from two sheets yo'nea by fivet- Ing at bo111g or center hne,60'may be constructed in 3 pleces Cor.iector soct,on, Caner Plate and Toe Platt 10 be same sheet thlcknessas skirt End -sections and fittings we to be steel or nlurnindrr, ahoy for use rAlh like pipe r p - W----- - —._. 4 7 I _ L PLAN Where Fared End -Sections are 4pprox 2 t/e I lap! to be usini wdh anphalt �t ITTi ' Socc-lea aril advice metal Doe. 7fT rind sections do not need to be coated or paved - - " TYPICAL CROSS-SECTION PE SWET THICXIiSS _ OlArllal R a, ---_i '- -- -' _-' A b M y•L I w C - Toe ST[EL ALUMINUM Mica. ft t. I .I_ Plate -, T iT a•4v- - 060: - i ' -- 6T i• 21• 24' 24 t IS' ai4" .06o T e e Ee^ 30' 24' '--- ' 1 1111 a6e peOT • to 31 36 24 I 21 D64i .06 l0' le' i' 36 Ito 24� -Too Plate - -- ! --- s-. .�_t- - •e ..--r- ---•+r -24, 24 6 064 .060 W 13 ' 41 4e 24HOiN On..12' (:Miens --Mao Sri a0 24 --- �--. � ELEVATION F 4Y" - oe�a_ 1�: ios �r_isT 064' I .IOa' 1 10 2712 Tll. 90 1 24 3� 36�e 10t1r ..r IT lO l2' 84 toe Me 6 „ar,' _ 135 le' 3s iY' eT n4'- FLARED END -SECTION FOR 1211- 60" METAL PiPE CULVERTS SREFERENC°" VIRGINIA DEPARI-MINT 302 of TRANSPORTATION f02.02 DETAIL I DETAIL 2 DETAIL 3� 8 EC -I 1 o ` / A A Ale,t_ + + m A t I 1 - JT 3H--'- ' ; �f DEPiH FaW,t 4MrbxMe - - Ifor . SECTION A -A nab r- r 'sax SECTION A -A ++ nEPTn SECTION A-A•a.ep.tards,pu,raoo.<wwntun.IdMhons --. M: Uia"MI"• ,sr reyna ppe,nsl tar p'ea 01C! te.i Dal Y.er'.t._._ NOTFS rw m„MiDn V,ne rgpBlro l,t n. o.. "- D, to tpvarn A• peteehm _1.,dt W tro.mol ae eq setiedp•t coon• we.*. rorv.w .ion• ever. nc endwd: a "3Wt n a .o.c.Iled on, ow., roe/lrecliD! ,e Is be M etc n Corte w.M 01100 e , I . ro.,oii0e Fame iu be estutred undw erwa. connn slaw nmcadorc .,rr the .0KIthw1IM, 1 ory Rip PAP Rap R f , R ' GRO10.14 Rip _ap rebric Cie" I T SECT10N B-8 s Ua/ Typed Set"I snare an OWA ur ronmal see .roue, bolo, edtri, and "pit, d tla i, ditch ar 1,011101 gloved SPEC IF I CATION REFERENCE STONE FOR EROSION CONTROL ' VIRGINIA DEPARTMENT 2 45 TRANSPORTATION METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Do. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia Non -Traffic MC-30 (Frame) WITH RML- i -T (Top Gd) Traffic MC-30 (Frame) WITH RML- 12-T (Top Lid) Note: 1/2" thick polyethelene plastic 30' deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top pointed blue meter cover set 2" above tin. grade prior 18" varies as required to sodding corporation stop 3" stone bedding 18'-21' meter b F.0 S A �, y meter box surrounding box T, anglecheckvalve 36"min. with drain valve 5' g an •yak DCII Valve type K coppeir tubing, continuous without oints from Io main main ,icier. `6" stone bedding METER SETTING PARTS line size meter size yoke I ongle yoke tall valve angle check valve expansion wheel 3/4 5/8%3/4 Y502 BA94-223W HHCA94-323TD-GtEC-23 3 1" 3/4" Y504 BA94-344W HHCA94-323TD- 1" 1' Y504 BA94-444W HHCA94-444TD-G transition to meter /' '-' setting as required curb & gutter l Street N N to bacF of INSTALLATION NOTES: sidewalk I. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be Y i type Y encased in 2" die. SCH40 PVC or M ° h ° } - Copper a SDR21 piping. The piping sholl run from v a 3,14 type K n N one foot beyond sidewalk, across the co err for street, to one foot beyond sidewalk. single meter 1 installation 1"x3/4" wve DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure S AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 general backfill E„— 8„ 24" carefully compacted select backfill n. D. 6" stone aggregate STANDARD TRENCH & BEDDING Figure 1 Psi H OF L ald A. Mislowsky, -:Jrz O CERTIFICATE NO. - `� 67 � q 141 S ERED PROFESSIONAL ENGINEER _ concrete pad C-6' sq. x 6" deep I' L, - 7 screw type adjustable valve "J box 36" min locator peg volve megolugged megalugs to man thrust 18' to 24" block 8 x 8"x 16" solid block (for valves 12' and larger) GATE VALVE Figure 8 Prune codominate Iv_aders - �� DO NOT prune terminal leader or branch tips Prune rubbing or _ 1 cross branches DO NOT stake or wrap trunk unless necessary Remove all taps and labels Cut away oil baling ropes Remove top of wire basket — Widen and score hole Remove container Leave solid sod pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 tines root ball width TR86 PLAM DETAIL no scale Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2'-3" mulch kept away from trunk Soil well to contain water backfill soil -611, water to finish bockfilling lter drainage mrust DIOCk t 6" dio. schedule 40 steel pipe filled wit ' 3 concrete and painted yellow 18' dio. a concrete_ encasement MILLARD DETAIL direction of setting to be approved prior to installation 1 _ as required concrete pad 1'-6" sq. x 6' deep rr 2" min. - 6" max. stone to be minimum I screw type of 6' above top of base adjustable valve box 1P ' locator peg magaiugs-� I L v4 }t'•'• mechanical joint swivel fee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 SOURCE: VA. DSWC CIiJSS I RIPRAP PLATE. 3.20-1 FORCE MAiN SEWLR SERVICE LATERAL N.T.S. FORD 911-666 FLOW CONTWX BALL VALVE W�2' FLAPPER TYPE SCH 40 LOW PRESSURE MAIM OP NUT (QT67) S1MRllG CHECK VALVE 2 SOR-21 PVC � PVC M.I.P. X 1 1/4` SOR-21 PVC 2" WKEtED X GASKETED ADAPTOR CAP 1 1/2- CASKETED BRANCH �i 1/2' �1 1/2' N.I.P. X 1 1/4' SOR-21 PVC R.O.W. OR P.L. SW ADAPTOR @0 VALVE Box COVER C1 SCREW TYPE ROtADWAI Cox w/uo ueaEo P11C ItILGi+ASlCET'ED I SEWER ADAPTOR LOW PRESSURE 1 1 /2' MAW SOR-21 PVC wra SWiNG CHECK VALVE t