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Home My WebLink About51-00 Adelphia Cable (at Eastgate Commerce Ctr.) - Opequon - Backfile (2)o..,.+.F., ww ..emu I r,..va+� vv� w,w ,gnWu aw.,vu, o wn,wuviw ryun .nvrn ry w wn5..c nw- apphgoble Stgndards'and, Construction Spec>ftcotions :of Thergna Department :of Transportation; Virginia can documents. Department of health Frederick f✓oidnt�, and ttie 2. The en !near has Attempted to locate exrstirig subsurface utilities; however, such may exist that are not shown, The contfgciot shall' exercise care rn this ,wark so as to,!said damage. to any utilities.. Any damage shalt be the contractor sresponsihilr The cantrbCtor"shafl-no#ify ail utility companies.72 hours prior to construction. Coll "Miss Q,tili ' 1--'8flQ- 57-7% . ttyy Th o tr t h 1 re' 3, e c n ac or s, a be sponsible, for oil construction stakeout„ All dimensions, elevations ond locations .shall "be verified m-the field by each contractor 'ot to be.Innin' the worn. The Engineer will approve all cut sheets. An apusugl subsurface canriI ions ;ell, 6untered during, �e course of the work shall be immediately brought to aft Eri inset and or ,t'Pe.. 0ivoer the : enkion' of the ,..,9, / J. Contractor to obtain, at his expense, dll permits required of this work and shall faithfully adhere to the ,permit conditions imposed. gCg4igg for improvements to be confined to the project !tell. Any work performed offsite is the Contractor's responsi ility . 7. Cptshoit,`s'i shall be submitted to -the inggineer for approval prior to ordering structures and start of construction. All cutsheets should show exists rou d erevoti:ons at cente ine f utility,, r r rig g _,n r1 o structure o road, and offset hub elevation.. . FREDERICK ;COUNTY 5ANITA ON._ AU� iQRiTI 1 .Water and 'sewer lines are to be constitucCed in accordance vAtb these plans: The lines sha11 additionally meet all requirements of xhe Frederick Coq' Sanitation. Alithoriiv. i The contloetor shall cooAinnaee ptfhi, and arrange for lrispectian'by, the Authority. 3 act toCa#ipns of wafer °tired setter serviees n new. Tines ore to be coordinated with the Authority's inspector. The S 4, tiori Authrir: `s maintenance d' ; rtrnent is res, le to the. installation of Wdter meters through 2° in " an. itY eQpr p s�ze.'_ Before a permoneirt meter is set they:regmre; it the frame .and cover be' 'pproperly 'all- gned"with its, meter :box and' yoke bar, 2) the frame and cover be set to the final grade. of `the lot;. 3 the stance,oetween {tte'top.'a, ^the heaver and"the yoke bar be between f8 and 21 inches;,brill 4) all components of he M414"^box, assemb to tie in ro el' warlun order. It, is the develo er's contractor's res otisibilit to have the. peter box.. assembly ,idstdlled�Correctiji:• p p g P P y 5. .for"woter;ond seer serwaes thq't:conn91,'to einstfrig ines: a ., The. locgtion of the :service- lateral is .tq 5e coordi��gqled with the Authority's en ineerin assistant: Ana application - -foes bal*0 'Must, be made :and fees .eai>f before work .w1t_:b in., lb) "the Authority shall fum sh and install p� aft 6'.8a a3"4° and 1°!toter^ services. -rdr• t-' nd .� nvi 1 % .� � i � 1/2 a •, 2 se ., ces t}ie Au�ority shall make the tap and bring the f?tpmq o .the grope line. a can actor is o furnish am iiiistal) t e me er vault assembly. The AutFantrf of install the meter. d1, The Authority will install all sewier laterois. 6. When an existing. water main is..iapped for the installation qf' o,'new line; a) The AA it,y shall famish od labor and materials to make the `tap. b� the devetoper/contractor must: (1) make a plicatioli. for the top, (2) pay deposit -(before' work begins),'(3), marlc•the locgtion of the top; (4) make final payment when tire: work is cornpleted 7: Tf� aoiitrCictor sfwU tie-in a, new.line,to on existing mahhole•by core drilling, the manhole, 8. Any water service line roust, hove, fl double :check Volvo or RPZ backN,,# prevention assembly; as required, installed_; The assemti shop `meet ASS, standard N0. 1016. or.1013 .A,remote readout is .required: A, All .fire . s shall have a detector double check voNe backkffaaw „preventon assembly of, a RPZ bockfiow prevention assembly as required. The assembly shalt met. ASSE standard` NO. 1048 or 100, A remote readout is required EROSION COtd'ROL 1, A Land Disturbance Permit will be required prior to initiating ..any site work. This .permit can be obtained from Frederick. County. 2: Temporary and,, permanent erosion control' 'structures and methods to :be in accordance, with the. Virginia Erosion 'Control Guidelines , and local ordilhahces and to be utilized during the construction 'period. 3. Alf 'erosion control structures, shown. or- as required during construction, shall be continuously maintained throughout the period in -which areas Ore denuded. Area's shown to be surfaced are to' have stone base installed at •the earliest' possible date after establishing grade, 'No area 'is to .remain denuded for more than 7 calendar days wizen construction- is not irl ' progress. 4., Contractor to clean up and restore .disturoetl areas immediately upon completion of pipe. -laying in the, affected area. 5.. All unpaved areas of the site which' ore disturbed by this construction shall be provided with. 4" topsoil, fertilized, seeded, compacted and mu'1ehed. seedbed to be watered and cared for as necessary .to provide a good lawn quality gross cover: Areas not graded sholf. be disced, leveled- and seeded. to achieve lawn conditions. FIRE_.& RESPU- 1. ,Burning of 4drid afearinq debris requires'© permit from the .County Fire Marshall. Burning of construction debris on site Is proKi`Nked; 2. Access far emergencyy. vehates must be maintained of Alf times. during construction. Temporary street signs must be pasted as construction begins: Contracctor, rnu5t• ensure that parked vehicles do not impede access to fire hydrants Fire Hydrants are not to 'be obstructed at. on y time. VIRGINIA DEPARTMENT OF TRANSPORT.AT�ION t. All work. on thisproject 'sholl conform to :the latest editions of the Virginia Department of Transportation (VDOT) Road. 0d .Bridge Specifications, and Stoodafds; 'The Virginia Erosion and Sediment Control Regulations and an other state, federal or local regulations applicable. In the event of con•'fGct between any of these standards, specifications or plans,, the most stringent shall govern. 2. All construction aholi comply with the.-Iatest U,S..,:Departrnent of Labor Occupational Safety & Health Administration and V6SH"Rules & Re ulotlons. 3. When working 'on VID , right-of-way, all'traffic control, whether permanent or temporary, shall be in accordance with the current edition of V.0.1 work bred protection manual. 'Furthermore, all traffic control flaggers must be certified in accordance with VDOT s January, tg94 (or latest edition of) Road & Bridge' Specifications, Section 104,04 G. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VbOT. 5Prior to iniiidtign':of work, Contractor shall be responsible for acquiring all. necessary VDOT land use permits for any work on VDOT right-of-way. & If required by the local VDOT Residency Office, 4 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 �nor to initiation- of work. . Contractor shall 'notify the"loco[ VII)OT Residency. Office when work is :to begin .or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection.. 8. The Contractor will be responsible for maintaining adequate access to the. project from the adjacent public road- way throw h construction and mointerionae, of a :construction entrance .in. accordance with the Virginia Erosion Sediment "tontrol Handbook,, ,Sec 3.02 " "Furthermore, .access to other properties -affected by -this project shall be maintoined ';t'hrou �h' "Ebnstruction, 9. Contractor steal► ensure adequate drainage, is achieved and maintained on the site during and, at the end of construction.. 10. All water and sewer lines-vithin existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under •roadway drginagge facilities. 11: Any unusual subsurface conditions encountered, during the course of construction shall 'be immediately brought to the dtfention, of the engineer and VDOT.. VA', shalt .cease in that vicinity until an adequate design can be determined by the engineer ond approved by V.D.O;T 12. All undercut areas. and• borrow mattend sbalj' be inspected and approved by VDOT Inspector pe'ior to, .placement of fill. 13. All. roodWq ,tilt, base, subsurface tnatenol !tell backf111 'of unlit Jstorm sewer trenches shall be compacted in 6" lifts ;to 95% of theoretical max moqm density .as `'determined. by UHTO T=99 Method A, within plus or minus 2% of opti »um moisture for the full wrdttr of `any dedicate�h street, right-ofrwo . At the direction. of VDOT Inspector density, tests -;performed by a qualify. dependetht pgencjr shop be conducted as required in the VDOT Road and Bridge Specifications: A copy of allests silo}} :be subptitteg to VDOT prior to final VDOT dpproval. 14. VDOT Standard Q. and UD" underd�a)ns shplT be installed where indicated on these plans -ond further where determined 'necessaryb u DQT Inspector., g p ny g shall ° meet VDOT t5. The installation'f,,an entrancs and Madb xes within a dedicated street ri fit of way dhio' ym de n standards and ti1e developers res onsibilrt , _ l6. 1f require' by, the local VOOT Resideric Office, copies of all, invoices for materials within any. dedicated street right-ofTway must be provided td th °Gf7OT, inspector''prior to accepptance of work. Unit dnd total::ptices may be obscured: 17. Prior to acceptance by VDOT of any^ streets; an reguired street signsge ond/or pavement markings must be. installed by the,deve�oper or, at VDOt's discretwn, by VpOT on'dn account receivable basis: 18. CG�12 Curb Ramps "(Persons with , mobility, impairments) should be. constructed at locations as shown on the plan: sheets or as directed by the V D 0'.T. itr'i�mneek/Inspector. I.UfIUICIUfIS 'rlutf✓U `Ull Ulu CuSlYulu lUUill111fillt; 'l tfllt f 'DILC. U5 Ful l Ul Rezoning # Pp 02-97 and Approved Au ust 13, 1997 g 1. A thirtyfoot 30' wide road efficiency buffer along both sides of Tiasker 'Road landscaped ( ) y with a double :row of evergreen p!anis four. feet 4' minimum in height will be installed by the undersigned. The road efficiency buffer may be: used for ri ht-of=way expansion of Tasker g y y g Road.. 2. A traffic signal at the interseQtion of Tacker Road and. Front Royal Pike (US Route 522) and the expansion of the left turn lane from northbound Front Royal Piike (US Route 522) within -nine 9 months of an . west :onto Tasker Road will be constructed by the undersignedO official notification by VDOT. - n travel lanes along 3. Additional right of way for tits construction of lanes a d/or a g Tasker Road will be provided. by the undersigned to VDOT .at subdivision stage. 4. A traffic, impact study will be conducted using VDOT procedures for each site development use proposed within the Eastgate Commerce Center at the, time of site plan review. improvements to Tasker Road will be constructedby the undersigned as -required by VDOT regulations for the predicted traffic impacts based upon the speciific proposed use. Notification of the existence of tihis proffer shall be provided to each lo)t purchaser prior to or at the time of each lot safe. SHEET INDEX 1 = COVER SHEET 2- SITE DEVELOPMENT PLAN 3 GRADING, EROSION CONTROL & LANDSCAPING PLAN. 4. RAINVILLE ROAD -PLAN & PROFILE 5 SECTIONS & MISCELLANEOUS `DETAILS 6 MISCELLANEOUS DETAILS SITE: PEAR APPROVED ( Ii • II II II Ii I1/oz- 00 FUTURE Il EMA# PRof'. sE1NER i�11. 2- RIM=706.50 I INV.IN=698,65 I \ INV. OUT=698.45 0 4" F.M. INV.=699.33 i 2' F.M. W. AT TOP OF BENCH r 1- 45' GASKETED , BEND BY HARCO. I i I I i i DONALD D. RAINVILE ZONED M 1 USE: VACANT l PIN: 764-53A i I i 1 PROP. SEWER W, 3 RIM= 705.60 INV. OUT= 699.60 PROJECT SUMMARY 1 �- i J TAX IDENTIFICATION NUMBER 76-A-53 (F} _ CI} ,fl I PHASE TINFE i CLIMATE , , I ' C �tE �O TROLLED RU11 D11 �i I ZONING B-3 i ! 10,000 SQ. 11 50' ` 52' KTI'i�I+�T j ' I CURRENT USE VACANT ' \ GB PROPOSED USE OI110E/WAREHOUSING _ 1- 12'x8' TEE f3TlG. TCI A"'. To N/F I'II,S`E rryilsl:R _ 1- 8' GATE VALVE I i �l J S & W L.L.C. ,i FS, 697.00 5l 1- FIR ASS'Y.--`--- ____--- _ __ ZONES 9-3 � F IO,41X . FT. � DUT=69 �- TO HE.. RE!_OCA'ED WHEN _ __ (-1�tf'tt=Si$R E 1�i1T�: "fl, GRT. 1D F�?'. "Q F ` ; / ` " am f S-1 t3E UiR �� PROVIDE R� I P ED \ I ( PIN: 76--A-53E -- ___ __ .._._.. / 1 FRONT 35� 147.42/80.22' i ' Poo f WaIER MAIN EXJED) ,� .__ A__... ,_;,�. _.._�. _ �. _ / / SIDE 15 133,50 66 FTa' \ tC-1 1- 8 GATE VALVE _ ,�. ___. ; REAR 15' 160.0' 0 7.11% PRASE if 2 „T 0 r4 SDR 21 _''�1 F11111RE FiRE HYDRANT / o I'�, 1- 8` T'tUG LOCATION .(RELOCATED - ` // r BUILEING HEIGHT 35' 24' U - ' FROM CORNER) - _ / /�� \ \ LOT AREA 4.74 ACRES _�-`�' �`� _.. - U 1-f'D - _-, AREA DISTURBED 4.8 ACRES 1 !� 2 UNAGE _ - �/ \ FAR ALLOWED 1.0 EASEMENT / , \ OUTDOOR STORAGE AREAS 19,090 S.F. OUTDOOR TRASH RECEPTACLES YES 7 _ - --i w �_, _ 5 ab 4 7 yy - - -r _ y I \ C ��, \ IO NIMUM LANDSCAPED AREA 25% 51,619 S.F. � (� -' `- - \ � �•. --- _�. _ --------_.,� �" ` ' _- \ \ LANDSCAPED AREA PRROVIDED (Phase 1) 43.5% 89,775 S.F. LANDSCAPED AREA PROVIDED (Phase 2) 34.8% 71,775 S.F. Pam_ 7+12.81 ; -y �`z �_ _-`_ _ .'_`_"------- 1 - - _ _ - _ fl \ \ y� \ '�5111.Q1-ABEA --� -- -� w �-� _ _ _ -_ __-__ _ .-_ _ _ _ _ \ PJML1 BAVE-2 Ur R ---- _ `' --- - -_ -'` 1 \ \ WAREHOUSE AREA 12,543 18,000 _ U MURAN 1- 2' :TALI_ VALVE W --- \ 7,797 �0 �AN�� dRll�' - - - 1-- FORCE. MAIN CONNECTION � '` ---- _._. --- OFFICE AREA 2' S 21 00 tom' .RiG - _ i \ \ � \ ---- - 1 f. ��- -� TOTAL AREA 20,340 38,340 •., A - __ _ (SEE- DETAIL SHT. 6 OF 6) S3 '�---- -.�-""---._..` \ \ - I f Fw,----._ _�'\ 2 ,\ PROF. JiR 2 "� \ FAR PRQVIDETi 0.10 0.19 -r-f-fFM.�- +oo TYPE: DI- i `i'_---- --� FM. --'`-" S4 ' RIM: 694.65 w 5 05 ``-� - FUTURE WATER MAIN EXTENSION 3+00 ..-_,� 7 E INV. = 691.25 0 - 21 F �. (1 SPACE/250 SO. FT. 50.2 I -` -�-_-'_...'_-------� �.�., -•_._' .y.f--_._.. 1" 622.8 ' OFTICE SEWAGE PUMP a -- - - "`�---1 �1tWV ++00 GRINDER STATION S3 - T ) -:$E . SPECIFICATION - l7JTRANCE .0 BE INSTALLED UUPPON I j ' R.R.L.°- _ `' t ' 44w;1 ,` `� 3 - 3C, r <, .., TI115 E�" f EICrEN51QF1 0` WAANTO MANOR OR. -� = h,. f - WAREHOUSE SPACE/EMPLOYEE) 25 (AT FI[.L DM- OWI ) - W - - ,. H-._t _ ' 'DROPOSEP PMESTAI SIGN _�....�.. s+0o 1 _ STAND SPACES 75 2 05 MAX. HEIGHT- 35 FT - `"�S �I� STANDARD % 6 S U C S �� _"----- _ "t HANDICAP SPACES 4 6 i VIAX. AREA= 100 S.F. - - _ 1 p O 1 ll �' _ REQUIRED / ) I I ' 13' DRAINAGE{} � �"""`-- +� ''-" _ LOADING SPACES 2(1 4C,00Q 2 - \ \ - " �' O- 2'' ��- '�''�- �tie� TRUCK PARKING D 25 M Ens ENT Pl�t'?P. S?R. 3 ',..; _ -M-- s94.5Q - - - _EtVTRANCE F'�c_ I ____ -- --___ - { f``1 CONCRETE FLUME. TYPE: DF�1 g 7 � ?.. `�F,y,��„_._ 7+40,3, _.- _ _ _ -_PROVIDE ALUMINUM GRATING RIM= 693.�5 50.00 " ti; ", - -- _-- _ PERIMETER TREES REQUIRED 45 (AT 1/�') 36' ,PA ENT I BERM IN THIS AREA IS REQUIREC OVER FLUME, SEE DETAIL - ty, ---�..._� _ q., -, j -. _.__ • -- - - I TO SCREEN i}1E PARKING AREA ` �r' '�''- 1 PERIMETER TREES PROVIDED 45 I i SEE: NOTE. SSHEET 3. _ PROVE E-2-` I 1-2" � VALVE INTERIOR TREES REQUIRED 13.6 (AT 1/10 SP.) 3' RI Hi�-0 -'WA f I - __-- S.paces { �� " «7 __ _ - 1-JT. PVC ST>k 21 INTERIOR TREES PROVIDED 14 I 20�W ``�� ,, -•`•; �';;;�' � 1 -._ .._ _ 1-2' PLUG. 't' 2,065S.F. (5% x 41,291) 4.s ,�.� - � PARKING LOT U�iDSCAPING PROVIDED S F �. ..::. ,� 45' 6' WATT.R N 5,29 20' WATER 4 SF ��__;____.-_ Al 3 FT. MINIMUM COVER I N) STEEP SLOPE, WULMDS, WOODLAND OR OTHER ENVIRONMENTAL r EASEMENE 80 1rw x 141, 1.20 1 12 x6 TEE 113.15' - _=�"`- `''___._� 'Qmw r ` FUTURE FIRE HYDRANT FEATURES EXIST. -1-� 6' GATE VALVE - ALL FIRE LANES TO BE MARKED AND POSTED PER FTIDERICK COUNTY FIRE INSTALL UPON EXTENSION OF MARSHAL �.; - - - --1- flRE-I♦YDRANT ASSY�v ' - WATER MAIN WITH MURANTO � ELECTRICIREMEILEPHONE SERVICE TO 4FFf� 0R WAREHOUSE TO CHASE TWO O N510N AREANEW ' .` �` -` 1 c �_F1HE _ GATE VALVE ` _ _ __ _ _ _ ___ MANOR oRrvL. _ POLE.. MOUNTIED HANDKO PARKING '� BE UNDERGROUND. r 3 DOMESfiC WATER ---- SIGNS INSTALL} PER VIRGINIA IiANDICAPPED SPACES AND ACCESSIBLE ROUT`.S MAY NOT HAVE CROSS SLOPES 1 2 x3' REDUCER- - - � - _+ -' STATE CODE SECTION 36- 99.11. C_� OF MORE THAN 1:50, 111E ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. " - SIX REQUIRED) ,.. ._.��.._- _._ r•;_._ � 1 1 i METER ( } ' = 30.00' ---- _ . . 20.00 HAND�APPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 �TjTJJ _� `,.,\ �� - �� o �f. I SK�1S- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM �'R0 05E D QF-�fC �/WAREH�I SE ��- PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA 100 S.F. INN, IN= 700.00(4) �' � *-% - \ N �C v� O - 2©,OAKJ tltX.� 1. \ " � -_- __ C,� f ' ALL CUTDOOR t1G'NT FIXTURES SFW1 BE SH1F1.0ED U) �! ° I).t,. �� ti Z 0 ENSURE NO OMFE GLARE r-SULTS. a - o ti - - -�- SECOND PHASE - 1a,Qao . 'T. \, ,. Y �_� _ _ _ � ,WNIFKOF. 51X 19 9 ' _ -- ;; q PROPaSED SITE AREA - �4.74 AC.. `\ Q - 00 q ° `� POND TYPE r -1 \ J �► -� _- 3 o; TOP = 687.80 �Y -� ' 1 ASEIdF]JT -- �° F.F.:LEY.- 69C.50 ,• �* - �, � oR�1cE= 8 0W � PROVIDED VDOT CG-12 HANDICAPPED RAMPS PROP. SiR. 7 _ �. CG-12 f- T1PE: ES-2J-(1YPICAL} `� AS DIRECTED BY VD07 INSPECTOR IN THE FIELD, INV. IN= 701.00 > ` �° -- LOADIN'G � OCK DOOR - : � _ - - _ � __ , -rz c\ z�, _PROVIDE E5--2 � I N/F LSGEND20'xf - '-�-«- ?Z �,� • --- _`---`- �.\ �\! _- \ `AND ECWR{ HT" .� RUN L.P. CNED B-3 PROPOSED CURE & GU1tER T - - - 1\ Si. VACANT N F _ - -SLn IN: 76-A-53 PROPOSED cL�Re &REVERSE cJT11R / WRIGHT'S RUN L.F. � ..-. � \ _.---•-�-``� 1, �'�;-, ---- ,� �' � o f x � � PROPOSED srANUARD PnvEn AR1 (s' 21e/1' su 1A) L: ZON F - / J WATER ="3 _ ' v+ f.. PROPOSED HEAVY DUY PA1FIi AREA (8' 21R/3' BW/1 1/1' SM 1A USE: VACANT ii ' -- 1 - �� 1 - _- -- -- -- . _ _ ' ---. ; --_ t` ---t GP. SIR. 8_ PROPOSED CONCR:t a�eA PIN: 76-_.A-53 - _ - : -t- � '` � s,`P ' ~ . � � -� .= , . -, A �. - �. :.,�.� . ,, I t . �. 160.9' - F�l�. S 4 R. 4 ,0 1 ---- l- ;f '�? '---.�.� - » Ri�M-- 689.50 - --..- • . 1 PROf'OS1U CRASS AREA -� N 1 7 S l7 C � s C \ GR•AVEL 0- U 1 OOK-\- PROPOSE G EASEMEM AREA ----- -- \v 1--1-- - \ \ 1'`• 1 �(�fll� 1�I�GC1 /.� ZONIM; 30UNDART _- Z3- - -- DUMPSTER PAD -• �_ i UTILITY PEDESTALS E A.�A n 4' r '&V \ �� 100 Ij OF 6 FT. EXIS"ING STORM DFWNAGE & STRLK:TJRE GATE VALVE TEE \ MARIAL ONLY . R �. OPAQII . BOARD FT:NCE s T- FIRE HYDRANT ASS'Y: N 4:11 \° 1 R * PROPOSED Stc'>Rii DRAINA� E & 5'RJCTURC ERPAVE ASPHALT REQUIRED SUP .. .' �.,, , -_.. PROPOSED WATER INN-••-�°--t w--•---- WITHIN VDOT RIGHT--OF--WAY. �� f C7 00 - PROPOSED FIRE HYDRANT . -- - + �t N S P. S PROPOSID GATE VALVE & E30X-04---.+ W --- 1 O)STING SAN. SEWER AND WNHI)L c t PROP. 20' !)RAM O •% F� \- \ 15 B.R.L �? - ,�'� �q PR01'OSED FORCE MNN SEWER AND MANIK)LI -y. :, . . q1 ZIJn NE.� B- 3 " ,.PROPOSED UNDERGROUND ELECTRIC SERVIC[ ---1 ELEC �- X � 't ea �.,. aas et:c �� ,,,. Try �.n...n..+Mr.- .w.aw.n,R, rs.,......r,r +•+ �;.w+..wwe�•-_ „c w-,Al�..�.�. ..,......- tea' e�M�.Mal...w...-�e.....,i..Mr.,y r , ' j " ' ' PROPOSED UNDERGROUND TELEPHONE SERVICE ----� TEL I----- s ZONED M --- I N�15818"W �O,-yam- 566.17 �`��, '., TYPE: DI-1 -_ N/F NL1N BUILDINGS Sill COMPLY WITH VIP,GINIA `� PROPosFD CAS SERVICE Z PROVIDE ES-2 RIM:- 691.25 WRIGHT'S RUN ' P. \flzop. '5UNIFORM STATE WIDE BUILDING CODE AND SECTIONS f' HIGH CHAIN LINK FENCE-o-----o ---o- 1 - AND EC-1 ,, TYPE: DI-1 304, USE B 'BUSINESS) `AND 311, USES STORAGE) PLAN7I.N� SCHEDULE ZONED .M-1 RIM= 6a000 ` , � �------- ---- 1 • 2' ALUMNUM GRATIN, 32' WIDE 4 x 1 l/�- NOT(�i CAST IN PLA(.'E -� % LENGTH AS REQUIRED MATCH EXLSTiN CURB ELEVATION FM4ER SIDE ,4 NOTCH CURB 4' x 1 1/2' BOTH SIDES I- CONCRETE CURB AN FLUME 4' 21A SECTION �''HRU CONCRETE KIN. -- 80TANIC.4L aWMON AAM£ _- 9'TE A PL4NTI/K SPACING-- OUAN777Y ACE? RPlBRUM RED M4PLF 1 ' (AL. O 4' HIGH AS SHOWN 22 0 OUERCUS PALUS7RI-5 PiN a4K 1' C4L. O 4' HIGH AS SHOWN 32 CORN115 i100WZW_ rZONERYNG OOGN'OW I' CAL. O 4' HIGH- AS SHOW'V 5 0 -__ JUN/PERUS NII�f,YN" EASTFW RED CEiMW 4 FT. MIN. HEK•Hr AS SHOWN - 30 0 ILEX CRENATA _ HE77 H01 L Y 36' MIN. HEIGHT AS SHOWY - 41 G'ubwt Summary Stmm Inlet Summary Culvert Inv. In inv. Out L(ft) D(in.) S(%) Type Q(des)cfs Str. No. inv. In Inv. Out In In. Top Ely. Type L 1 684.90 683.7.5 154 24 0.75 CMp 11.1 1 685.20 685.00 694.50 Di-3C 4 2 687.50 685.10 94 18 2.,55 CMP 9.5 2 691.85 691.65 692.50 694.65 DI - 1 - 3 690.45 687.70 187 18 1.47 CMP 7.2 3 - 690.45 693.75 DI - 1 - 4 684.2G 684.00 33 24 0.61 CMP 10.0 4 684.70 684.20 691.70 DI - 1 - 5 687.00 684.70 142 18' 1.62 CMP 7.6 5 687.30 687.00 690.00 DI - 1 - 6 688.75 687.30 125 15 1.16 CMP 3.9 6 689.50 688.75 691.25 Di - 1 - 7 701.06 697.50 14.9 15 2.35 CMP 5.6 7 - 701.00 - ES - 2 - 8 687.00 684.00 40 15 7.50 CMP 10.0 8 �- 667.00 689.50 01 - i - 9 683.OG 682.00 80 18 1.25 CMP 6.7 9 68,3.00 .683.00 687.8 Di - 1 - DITCH A 698.00 6,52.00 450 - 3.56 GRASS 1.1 USE: VACANT Uf OTHERELKAA COI THAT APPLIES I ISMIU CAK A117.1092, P:N: 164-53 ACCESSIBLE AND USABLE BU"LDING AW, FACILITIES. .30 15 0 30 60 \ SEWAGE PUMP STATIONS SHALL BE ENVIRONVIEI''f,, ONE L- ---- GRINDER PUMP MODELS 210, 212, OR 214 AS IN FFU > APPROPRIATE. CONTACT JACK STATION DESIGN EQUIP. I inch s jo ft C.O. 8G4-752-6335 FOR INFORMAIKK _7 i 08 01 01 REVISED TO REDUCE: BL.DG. TO 113' WIDE _6 12 :q 00 ADDED REDF_UCE:R PEER FCSA -- TF41P OENERATTON - 5 12/20/00 REVISED WATER METIER _SIZE- _4 12 16�00 REVISED TO PROViDIE ES-1 TO_6g' RCP ITE, 8rHEDMON EST'11MATES 3 12 '1/00 REVISED PER PLANNING COMMENTS- TH93 SffE AT RILL.. Df-=/ELOPKAENT 2 1 �/00 REVISED PER FCS_A COMMENTS R_- --- _ WOULD OiENEATE 292 T.E'.D. 11/24/00 REVISEO PER AGENCY COMMENTS--_�_-_- USE CODE: 715 AND 150 _. -_.- -_-- _. -___ _---.---.-_-__--- _.--_ __--..---.- 'NO. DATE MEK 'RP )NI _ FtE VOIONS `�� gilbert w. clif f ord & associates, ine. AD.�'LI ILIA CABLE zRpr>bId A. Mislowsk , Jr. O CERTIFICATE NO.0 q-- o cq 74 Engineers Land F lannere 0 Surveyors SITE D► 'VE1;OPI�IEN�' PLAN �y , I r EGISTERED 150-C Olde Greenwich Or. 200 North Corneron St. PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER PHONE: (54-0) 898-2115 PHONE: (540) 667--2139 FAX- (540) 898-2115 FAX: (540) 665--0493 E- MAIL : clifford0l bi red. -ornE-MAILff0rn in o FRE=GERfG'K GGUNTY %fRGIN, SAA RAM JDS RAM JDS RAM- -RAM _- RAM - RAM -- _RAM _ 13Y CI-IK'D. DATE= 8--9 -2000 E OF I r%r, 6 s f i LAJ + 1 1 1 i f I 1-BLOW-OFF 1 `� 10' 1-12" G.V. ,' 1 i W f 1 I i - - 1-JT 8" PVC SDR 21 � � `: I- 1-12PLUG i -110004 t l I G 1 WGH TS RUA' L_ P._- PAM Olds i I i D9 719 PG 641 I �u i , i10 j I � I 7 .. 1- _F.H. ASSEMBLY 7 / SnXAGf s�u us i I J 9LOT LLJ 1 �►� I I 1-12' TEE w 1- F.H. ASSEMBLY lw_1 I o + , -a' GATE VALVE 1` ENO PHASE 1 WAiER .- w - PROPOSED j + :' I 55 F. 8• we SOP 2' c _ -12• CATS VALVE d EOX I 1-12' PLUG DRAINAGE ESMT. 1 r_ 1 t-E.H. ASS Y. To BE Q E.. FH. ASSY. / iIEIUATEp W4iEN WATE, 11AN1 i�cTENUEJ) J r i 1-JT$. 12• W.N. YQ/_ 0 /� -� a-zeaw r� , -' i-8' GATE VANE N �.�✓ s� r- �_._ -- • law t-BLOW-OFF Aa3SEMBLY wr OUT-Q7 00 I 2- JTS. 8' SOR 21 w ' _ ► _ _ _ £L£V..rayAy RELOCATEPRASE 2 0' 1- 8• PLUG IN EX. 2 WATER ESMT. ` - 0 1 + / 1 .. c ' ' J ' 'f ' 690 1 —4' PLUG ''� + -4 G V yr- ........ Im - 1 _ 2` 00__�RN _� _ - 69 k6 _ PROPOSED c--_-- �- _„ -- — -�� ____ RAINGI k0 ` '-------, EC-3 WITH CHECK DAMS 1 -- - ---- a �' i R-700' j -� �.- 100 FT. C TO C ' 16L, LwOR 21 sm I1V H•697 (14 — _ .p_ —I L I I ntu �:ur=sse.9a -'e�- � J — 3 _ _ _ _ I I I tq - - _ _ -_ " ' S o 4' F11r''r� 20 FT. SEWER LOT 12 �JGt - ` -- _ ' EASENEIVT. I L07 13 8' WAIETOSTUB-- ND 1 .�� - - `t -22 1/Z EL - -- - - - - - \l _ - _ 3 -8" PVC SDR 5 CONDUIT` _... - SEWER L07 1/ I J - SDR 21 �ww�t s EACH CONDUIT TO BE 90' �. rluN LR _� �\ PROP• g--�2 `- EX Eta TO 5' �7os.60 SPACING TO BE 2" O.C. UAW ZOMEp Mt � FUTURE f1=7-69 BUOND SEKR �'� '�� i4� WITH 2'X4" PAINTED POST. � �A� 1 �-' NY. lk69N.65 IN.. OWT"899.Qa- . 76-A-53A ENTRANC W. OUT-f a,4s I caNrt�croa ro ca0ratow,>< wni �' E t OWU OF Exi t aN s,rt x>l+AtD C. RN" LE iNfff TO OWC7 DWrE1wr �C; ZON D 41. END PHASE 1 EWER `-- �/ USE; 'IAl'.ANT I PR VIDE 2 X 8' PVC SEWER U 0. % 704 PIN: 76-A-53A 1 - Ir PLLC RAINVILLE ROAD EXTENSION BY OTHERS. CONTRACTORS TO COORDINATE UTILITY INSTALLATION WITH VDOT (CONTRACTOR AND APPROPRIATE INSPECTOR. SEE VDOT PLANS FOR REQUIRED E&S MEASURES. LOW POINT ELEV = 705.26 LOIN POINT STA = 6+09.98 I 150.00' VC, — PW STA = 6+ 10 H1;H POINT ELEV = 706.99 PO ELEV = 705.11 I-- 0 HIGH POINT STA = 8+20,71 --I 60.00' VC (0 C,0 PV! STA = 8+50 0:: A.D = 2.00 o v cr z it � r\ o PVI ELEV = 70i'.51 (1-4 cc o K = 30.02 vi A.D. _ -3.2E o <n rt ^ . cncr_- w U U = 45.71 K U J coC0 W w ``' W SEWER MANHOLE qp _ RIM- 706.50 400.00' `�✓C INV. IN= - 00.00(4� -- ----- — --- - - - - - -- - - - - - -- - -i- ` ` _ _ _ INV. OUT= 699.60 „ N co � 11 i 1 36 MIN. COVER _ _ N m LOW' POINT ELEV 696.29 --------- -- - -- _._-- - - ---- - - c , 05 __ __ 1r r__._____. ____ _._ __ . __ ___ .__ _._ _____------.-_-_--- 70_� � �` to - ,_,- � o _,_. 1 -- - __ LOW POINT S - 14+34.17 r _ �' �, PVINSTATA 14+50 5z � — I � - - - - -" ' Z S D - R 1 I IPVI ELEV = 693.83 STA 4+00 I -� / ! _ STA 8+62.34 _�J 12 CLEARANC A.D. = 4.95 EXIST. 12 GATE V VE r 1- 12 x8 TEE EAST. BLOW -OFF S'Y. STA 75 - V REQUIRED K = 80.84 E _ _ ------ - ---- 1- 8 _G.ATE VAL - - _ - _ - - -- --- - _ ---------- -- --- -.. 70(i 7-------- -- -- -- - - - - - -- - -- - _ _ _ --- - - - --- - - - -- -- .._ - _ -- - - - -- - -6# T -R --- _ _ _ - - - -- - - - - - _ . _ __ _. - -- - - -- _ _. _. 00 - STk 3+78.91 8 WA STUB STA A G L 15' R.C.P EST. NV.=700.1j FIRE HYDRANT 0 18C Fi. 8" Sp 35 SEWER 9 U ,53% `' 2 2 FT. 8" SD 35 SEWER 0.50 _ _ \ S R S`A: +54 AT ATERLINE k 8+93 60 ____� �_ 2 15" R..P. EST. INV.=698.73 1 12 x6 TEE 4 ,,- 1 6 GATE VALVE STA 8+98. 0 S O _-- - - - - I ----- - .__ . - - - - - - - - - - - - - - . _ _--- 69 5 - ---- -. - -- - -- „ "`:::. _- --- ---- ------------ _ --- --- .- _ _ _ _ --- - _ - t fiRE SERNt i 1 2" M -- - '-9+Bfi?5 _ _ ---- ----- - - - - -- - - - -- - !_STA 6+76 ! 3' DOMESTI . WAR 15 CMP (C7) r R C MA I 1- 12 TEE V, N 1- 12'x8' FtDUCER STA 7+38 1- 8" GATE HALVE 2' SDR 21 F.M. g 1- 12" GA VALVE r + h F. CONNECI ILL SEWER TB EXISTING 1- 8' PLUG Oc r` � ST 14+ 19.51 I 9 , 1-12 PLUG (WATER) j I 1- 1 ' GATE VALVE 00 585 _ _ _ _ - -- _._ . _ _ -. _ - ---- - _ _ - _ __ __ _ _ _. _ _ _ _ -- --- - - _ _. _ _ ___ -- -- -- -- - - - ---- _ _ . _- - - _ _ _ _ _ . _ - - - - + -- _ _. _ - --_ --- -- -- -- - - -- - - _ __ _ - - _ - - - 1 W-AFF {REIBhAT@ F#M ; 1- 12' SDR 21 1-4' PLUG (FORCE -MAIN i 1-4' CATE VALVE 1- 4' SOR 21 i t . 680 i 575 - --- -- - - - ------ - — --- - -- - T rn t� rn M r\ rn 00 C) f\j ^ t ^ '0 C[+)� o N et cp u7 o U O < p O C) O O O Ci O 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 RA.INvILLE ROAD PROFILE • GRAPHIC SCALE 50' 25' 0' 50' lOC" 1 INCH 50 ft. HORIZ. 1 INCH = 5 ft. VERT. 00 rn� n ^ n � Q) O 10+00 11 +00 12+00 �1695 i i �lo, 690 _ 685 IW In I U ---__- - -- -_ _ 680 (p b I �h 675 M 2.6-A7 coCO � M `r�V't � n u.� c0 cD b Icp . c0 cp (.p 13+00 14+00 15+00 16+Ot 5 1 22 01 ADDED CONDUITS AT STA 11+40 RAM — 4 12/20 00 REVISED WATER SERVICE TO ADELPHIA _ RAM 3 12 18 00 REVISED CULVERT STATION 6+50 RAINVILLE ROAD RAM _ 2 12/2 00 REVISED PER FCSA COMMENTS _-- RAM 1 11/24 00 - REVISED PER AGENCY COMMENTS RAM l�N�OI� gilbert w. elif f ord & associates, Inc. RAINVILLE ROAD C A'117 ��--- E�plr»I�n pylon PLAN &PROFILE 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: }540) 667-2139 FAX: (540) 898-2115 FAX: �540) 665-0493 E-iJAIL - clifford®1 biared.com E-MAILE-iJAIL clifford E : aw tiff mnsinc.commnsinc.com GRA VEL AND WIRE MESH DROP INLET SEDIMENT FILTER TOP Ot- BERM= 690,00 ELEV. 688.60 OVERFLOW PROVIDED —a ��J-- —'` I\\ I j 18* MIN.--{ /--- GRAVEL•(12"MIN. DEPTH) VD.O.T CLASS Al RIPRAP 10'x30' ve c� cu MN P� CLAY CORE DETENTION POND OUTLET DETAIL 6 TEMPORARY FVC STU3 NTHOFWAIERINC DEVICE. REMOVE FOLLOINNG SITE STABIUZARON. �- 100 YEAR WATER SU WA(l ELEV - 68(i 83 10 YEAR WATER 9MACE ELEV - 687 78 — 1 YEAR WATER SURFACE ELEV. = 685.90 6M.00 i — 8" ORIFICE A,T 683-00 (PLUG OWNG CONSTRUCTION,' REMOVE PLUG FOLLOWNG 9TE 5TABUZATIGN _—PRONOE" CAIT TO PROTECT OIRi10E -- PRO'ADE 4 h4' CONCRETE PAD AT • DfdF'CE 1NYERT El(RUVKMENr TO 8£ PLACED AND COMPACTED IN 8' UFTS NO T0P',0L ORGANICS, OR STONES GREATER THAN V DIAMETER ,71ALL 8f USED. MATERIAL SHALL IE ;OMPACTED TO 95% OF MAYM NI DENSRY AT PLUS OR MINUS 1X OPTEIAAII MGsw. CLAY CORE '0 EXTEND 5 FEET tfYOND ENDS OF FMBAWMENT, AND 1 FEET BELOW ,"XISTWG GRADE. ME FCV Of THE CORE SHALT RE AT REV 688.0C .DEPTH or CORE TRE1404 15 GENERAL, ACTUAL REQUIRED DEPTH SHOJO BE DETERMINED 8Y SOIIS SPE^IALIST AT THE IK OF CONS RK RON. MAYINUM SLOE SLOPE 1s 1: 1: CLAY CORE MATERIAL SHALL MEET 4 FGYLOWNG UNNYD CLASSIFLCA TIOV SN, SC, ML, MH, CL CR CH. PARTICAL 9.T 95% PASSING 1/1" SIEVE. PROPOSED MFI J2 r RIM =7D6.5 INV. IN=698.65 708 i ItiV. OUT=698.45 d F M INV _-FQQ 13 0+00 1+00 3'�-- %5 8* E.F M psi Concrete Star 11" tW v I_ -<— a8" AIV TI-- SEEP �'OLLAR DETAIL not to stole RUNOFF WATER WITH SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR p5 COARSE AGGREGAT9. SOURCE: VA. DSWC PLATE. 3.07-2 — SHEETS OF 4' X 8' X 1 /2" EXTERIOR PLYWOOD OR EQUIVALENT 11 4' 11 1 it II I TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC r_ 6" 1 RISER CREST ELEVATION POSTS MIN. SIZE 4" SQUAPE CR 5" ROUND. SET AT LEAST 3' INTO THE GROUND. a' BAFFLE DE TAIL �— 4.5' min - Cmmnant-P(i 'Snil PLATE 3.09-1 2 5' 1 12' VARIES RAINWaE ROAD 9 (R.O Wi VARIES) MATCH EXISTING PAVEMENT VDOT CG-6 PPVEMENj 1 AJINIA1(JM EXkS�kNG 1/4" ----'lam r �- 1 1 /2' SM 12.51) 3' BM 25.0 ". 8' 21 B . SECTION_ A SECTION AT PROPOSED ENTRANCE I 708 I h' o EXCAVA DEPTH 4 I I I II I I ORIGINAL GROUND ELEVATION HEIGHT VS. WIDTH REQUIREMENTS ORIGINAL GROUND ELEV. COARSE AGGREGATE (EXCAVATED) ~jl_ IIII=III=111 r I FILTER CLOTH I I-III=I I �'I=III—I —lil—ill—1 l—1 i CLASS I RIP RAP CROSS SECTION OF OLI R ET < •- ;. ;" DIVERSION DIKE /////j/ /� COARSE AGGREGATE�/ / CILTE LO EXCAVATEDARE COARSE AGGREGATE SHALL SEDIMENT BE VDOT #3, #357, OR #5 ® TEMPORA � I TRAP; VESC 3.13-2 NOT TO SCALE SEDIMENT TRAP OUTLET WEIR LEMGTH, A 18.0 TOP BERM WIDTH, wt 4,0 RIP PAP TOP WIDTH, B 3.0 HEIGHT TO OUTLET BOTTOM, Ho 3.0 HEIGHT OF BERM, H 4,0 RAINALLE ROAD v I� 02 + o w d z M w U STA• 04,58.48 3 12" SDR 21 WATER MAIN ,i 1 - 12' x8 TEE 1 - 8" GATE VALVE 96 x I 1�ckf J I I � 8' SDR 2,1 w 0 vti cp M 0 STA 1+13.57 1-F.H. ASSY. 1 -8" GATE VALVE 2 JTS. 8" PVC SDR 21 1 -8' PLUG 90 -- --1--- — o I I q+00 1+00 WATER MAIN FROFILE FUTURE MURANTO MANOR DRIVE GRAPHIC SCALE 0' .30' 60 1 INCH = JO ft. HOR/Z. 1 INCH = 3 ft. VERT1C4L P-q Z m m L¢LJ i O O U V can can 0- d o cn cWn �W(J O O FQ � cv Q fV N IZ CNI 03 I cv 406 0 •� > 8 LL N O fA w m m Go i N C C cC U C cd J O • 00 cN� P•y L N 2 11 W 00 u-W 01�J0 Z [Ytr0w �NZ o L�U I [r� � oq �O Pq r G v v Q SCALE: DRAWN BY: ✓. D. S. PROJECT NO. DATE: 10- 70-00 SHEET 5 of 6 3+00 44 6+00 7+00 -- Ford FC HH 77 HC-15B CONSTRUCTION OF A SILT FENCE 2" custom setter SILT FENCE CULVERT INLET (meter by FCSA) trench width PROTECTION (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE cast in place access door, as re aired standard centered in top flat top for 6" dia. schedule 40 1. SET THE STARS. 2. EXCAVATE A 4"X 4" TRENCH (see note 1) 4' diameter +� UPSLOPE ALONG THE LINE OF manhole--r:: c ENDWALL STAKES. _ 70' MIN, EXISTING varies 2' max. • ' , steel pipe filledpointed \ A PAVEMENT concrete and inted sA, 6'AMX. 3 s:1 atproperty2) e (grade yellow ': 7' ...*fie 11--6-0 FILTER CLOTHS G" MIN A MOUNTABLE BERM 18` dia. (OPTIONAL) C �roadway box concreteTOE OF FILL . `- i /4 3' riser section encasement CULVERT -� / /E II SIDE ELEVATION 2n tyre K copper _ � `��---�� II � - tubin no joints � for 4' diameter concrete pod 7'-6" sq. x 6` deep G from main to cJ manhole concrete / EXISTING GROUND o - 70' MIN curb stop) _ thrust block BOLLARD DETAIL with cutouts T III III B VASHRACK 10' MIN. r} S 4• wIIR mi mks` rS saddle with col oration 3. STAPLE FILTER MATERIAL 4. BACIFILL AND COMPACT p;Adirection of setting to be approved prior to installation 0 TO STAKES AND EXPEND THE EXCAVATED SOIL. 12, MIN," II O MIN EXISTING water stop solid support blocks screw type IT INTO THE TRENCH. f PAVEMENT under custom setter adjustable valve main box 36" min. I ° ball valve curb stop 6" stone bedding TOE OF FILL as re uired concrete pod 1'-6" sq. x 6" deep + with FIP ends, with VDDT gi ~� POSITIVE DRAINAGE 2" gate valve I 10' MIN. operating nut locator valve megolugged L - COURSE AGGREGATE TO SEDIMENT to main TRAPPING DEVICE SILT FENCE o o B + l�9 Min, - 6" max. DISTANCE 5 6' MINIMUM IF FLOW / _ I 6„ - megoiugs -I IS TOWARD EMBANKMENT MUST EXTEND FULL WIDTH NOTES. ^ •. ^�- - - IIII ,Ill OF INGRESS AND EGRESS - PLAN VIEW — megolug r' et',- `• a� �•:. / OPERATION L FLOW / / — 1. Access door shall be by Holliday Products - screw type or ouir approved equal: - - stone to be minimum bl J. PWW / 12' MIN. - • - - Y •"•"�'"`' " « of 6" above top of adjustable i 8" i) in non -traffic area model no. S1 R3030 Tv •y -'�-' �,.;� •; '. A, • -t . r• 1 b°se valve box OPTIONAL STONE COMBINATION II -Ili ) r,, - :~ :•s: i:rx'• locator peg 3 MIN b n traffic area model no. H 1 R2424 A' �:r Otte 2. Water service crossingstreet shall be encased SHEET FLOW INSTALLATION 3^ MIN thrust 18" to Zs' n 6" dia. SCH40 PVC or SDR21 piping. The block megalugs (PERSPECTIVE VIEW) CUTOUT DETAIL piping shall run from one foot beyond sidewalk, or valves 11 solid block 1.0' I.g' FILTER CLOTH typical across the street, to one foot beyond sidewalk. (for valves 12" and larger) A. I A :# SECTION A -A ��' A A � B FLOW + mechanical joint + + •+ swivel tee with —� 2.5' + ++�+• .+ : ,� •tom, ' 1 1 /2" and 2" METER INSTALLATION _`" 6" branch Figure 6 AMENDMENT NO. 2 - APRIL 1997 GATE VALVE Figure 8 FIRE HYDRANT ASSEMBLY AMENDMENT N0. 3 - OCTOBER 1998 9 Figure 9 I "VDOT �3, �357,5, /56 OR /57 COARSE/ AGGREGATE cuss I RIPRAP POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE 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 SOUBca: Adapted tom InetaUshon of Stray and fabric Filter Harries for Sediment CaotroOk DSW PLtTK 3.05-2 SOURCE: ADAPTED from 1983 Maryland Standords for Soll erosion and Sediment Control, and Va. DSWC Plate 3.02-1 � d tn�le d J� � p + wals u� oltwise dnded ; R 0 CK CHECK DAM Shernood and pant dal be set 18 trin alive grade in e,�ent areas cc,r-� --- rr.rr w, rdpr ,a.n _ square slid pod 6' thick - PooAVANY, tar emu;- $ I l 2 ACRES OR LESS OF DRAINAGE AREA: rwwh a r,rx A.rpM A2 'Tp i ._Pr Nl,oer. rhre oviii _ manhole Ij^ "111 LowrucNtn.wrr/ g,_, -.. .- / �`:a.r �F CpItrOCIOf t0 grail( It Caller n place w Th o y r h 1Av [t".+t Une cc vJ• .trim Srdc,ou car« r o. m •S' Wn Y O r r Ir 0 4 bolts (3/4' dare) _ 1 c-tmr:rvl�o>"..aa0n `3 odoment nngs (11' max.) 8 _•�`.-- .,,.a _ bar rrI`i A[I[lwu[ RA&W Prw i FILTER CLOTH 3' •-ei0 �r_6�- foR us[ Ar *-PLcA r SrR[ET Max1rCt CV*WcrxA"5 AAp M0,10[RcrAc F. cawea. rJare�r.•e ' (OPTIONAL) -- ------ --- Yrarrc,r fmnW £XI4.wCY S:. !H•w1 r,uu 7rarr,r Mrklporat I • • ° RADIAL PLAN car r Ir e ,« uJ xk vac c_G 13 ,rwtw riT.1 Aa — - Es-2 a DOWNSTREAM VIEW END -SECTION i2". 60" PIPE A, TFRNATF. END -SECTION 12' • 60' PIPE Es-' ALTERNATE CONNECTION ( ) Ptry uM._ Da - . _-.. i� � — Nsrb Yet o, ou tMl.rsd s,c liar, NsE v+d m ou'vr OW - t•ct4w - --....�.. - r Lee - A •E- � � - •sogN.,e m . 01 W .seearn � " Sp,go, gra m r•es ersd� ,ectnln -- - ._ Qie t4 ,�d - � � Concrete AS1MC-150 - �f iI nr+v„oae 12'10 16' VDOT 1 I 1 - - _ - _ I:anr+eUa Bechar rnr•rea.r I` __ ; - - 610 -� -}--i0 roId _ 4t�0 p9 e �( (�) -- - - C fibd _ -_ * - - - 301 mastic applied COARSE AGGREGATE } --- . - - 1 I- - — - belwten Is o� E 4000 to to be L - - - IiE Concrete to btr _ vY. d o, c-_ - --sraocw j��Idaar,w r •^f•' _ eons; 6, e, eria sided joints I 4O(i0 ?s Mn 1 4000 PSI Mn _ ..._ _ Sreeaa" �' i oq o.Rmoypu°bra a 4 \ 30p1uw1 FLOR 1 M --- I -� -- 3' \\`� / •'' • ` � • � � joints ore to be PLAN PLAN \ Toe plate to be p -- -- - punched to rnatch holes m skirt 4 3!e" 90h bogs •° to be furnlshed tength of toe plate is w- lo" for r2'to SO"dto-.pipe anrt W t 22" A ---� TANGENT PLAN e� !-- C -- D--� ----- Rea crd +or 36" to 60' dlo. qpe. wrinbk \ rS,itrEx RAC -- Skur1 Secttnrt for 12" to 30' du pipe to be made in one piece vow ; Skirt section i Skut Secitonto, 36"to 54"din pipe may oe morle from two sheets ,,rued by I1Ve1 L — Ope to mange 2-10 ACRES OF DRAINAGE AREA: ear a.,eNi �!•rrare X�.W-1 C4T !d r,r,4 Grp or balrrrq on cealer Ime.60"may are aons,vcted ,n 3 pieces, onres , camectiort to he +dare I of r ,,� / \ • N•.rw ✓• ra.lp /tea' b h , A 3'screN ( ,y„ d yrsJ,ll �l n LrOru�,ren Nn' y flexible s✓eCSe I Connector Sect Ion, Carer Plate and Toe Plate to be some sheet thtcknessas skirt. Snrw ,vee.,,;r„r ro a.rwow .ennro Arm care• ar enrfF`';, Me r ,w rro m« .ye let.. ne torc _ --- -- -T --f - -. Iran v ..ehai,vro serjl ocNa• • m, to ,r.cd„ d can M pbceA ire 4M „e'• .rid ..� I •, I - - -- `� '. Ria. Lid-secg0lns and fittings ore to be steel or aiumndm alloy for use wi'h like pipe 4 W. ,v ,r°" oe a''� 4 °n "r'naed OM ,Ai in eft Conti to a f I A 1 �' sracc t F - - -- - /nr,n Raab wr v r. arc J J..r . T ,v. s rv, a 3'-0' min C, cod - = a _ m .a pare o are smooth transition in to out, x— rt _�jX War 'anw b Dt PXt8d e,xxvilrrcpry rirn tod* /rca,• f 4 s.,A,V ar _ max. I - I 20•Approx. �p� --r_ /•• nv s°orr roru.urrkn lye+rn rp,e,rar trr. for all conneCtlMs {, a• p .) t--_ E .� .. _ _ ._ p . _ I i- - -- -I P w q . - s — — - '' `fit .. ,r a w w,°.J ,a .o-w tons w ,ro •dldd r aw ' 1 d I <TKh-Mal 8• SECTION X-X ENO VIEW SECTION X-X ENi1 VEMf r ,rarer inn r w,r rn osoc• a(W kd"R "ar Dr"St rd.1D rAo• Prem,r rmr ,roA -" -ti pp -_— — I w an„ A 4, bottom of E GTI ..-. PLAN Where Fwrrd End Ssctans are ^r.�'`• '- +. i ' s : OR ellev as ({�,» . _ n rrrf{{��((►7T-�T�•�yytt--{f'T�Y{!YT { Appro,. 2 V2 1 slope SECT ION A A r.•rs rro• eq a RepAree ow, a. N er ApS . s gave r' o.er to c.r i oknp darn sAde, d rro rJav t0 lam Channel .. +S,•�:; •.�', _._ . 5�,�.. �. �.y. _ _ r0 u swth a h21t r 1 ' 1 ' , {' I 1 I i I ' 1 ' i l.xo,r or coc In par• rhea. Mo ar�Prr d rJap Ikv. +vWmuw ruverr met r %1 '1L>•�A ••"'!!A t� d ENo-s�rla+ Ix r�sloNs-- ; qI_I coaled and Dwedsr"etol poe FILTER CLOTH DIAM. A 9 i C 0 E ' l 1 fi cwo rwRm .!u a. ,.,, wed wet a J rr, u u. cm.«• ww ar« , ra snit $eJicn.5 do not need •5 , BAve.lr -T-�.--'-Q lrrble Srow..n ary t. Mar auec re�wr °• -- „ _ �__ • to be coated ur sued. rased aDwwo'e ,roermr rwa.re paa a (OPTIONAL) 18" K 7 2'-6" i I 2 II 4+. 3-fig, -s,roa rr�w.de.e - fff r bl ✓w rrmr,nhn ary laden ro n D rwgm a .lrcwu M Dgmen r P ° i" wrprwrp B' • k 9" 2 (-9" 4-0" V _ j ° -Q - -!g 1' 4 �� 4 =•— _ (DOWNSTREAM VIEW 'r- - . - Y. I ._ __�_-_____ __ -_,__ - - rMwsrar-r..0 . Nia a•n rgve�,wraw orbit orb /tin on revs SrsWe a 1, / 2r4" 9j" 3-7" 2-6' 6'-1" W-0" rr I - \ ) -- .. �"- _ w^ I I I, 6 fred1lnq tone 3Cf f'-(r W-6" r-T " : 6 1 5-0" �r JA r r I ,fives vx,n� _ _ _ d c n �"y ,,•A' SL CTIVAI l� %� � �� role 1, J! ed m y carn.eu. C✓D Roars, ,y• ra are bczasd o, 11wn m No ruse or os dJrrJed Q rh �rplrrr. -3' S 3" 2'-IO d " v oe �_ 1f - �''� CROSS-SECTION r i"'r, Wpu-r,i a• «sw•, aroma .% a rd * f doh c, s,A, Jkcw/ r•�w era„ d . iw , seal/ 1, 9.40"0r� _ � 7 " _ ._ _d _. ....._ _. .._ "o""' u"h, .°°"° °°p'pYe'r°`d warn wr•sean a hd.Wd.CA -d JW'WS•d >v'tn•+.is+.n. pent COARSEAGGREGATEAGGREGATE --- + TYPICAL CRO d [ s 4e -2" P�-2 0 - 4 roy , a IAd rut r,rr/an 42 1 8" 5 3" 2 11 8 Z" 6" I—q-' I -_ -- -._. ____ ♦ A s o .n ! ,raw a, o ,bw war ae ,ov .rrn . as mr c + s I ie M !In•ar•av, era ty rro C,ylrw,hrr,ra.w M a a<� .nre•r°""w ,� Rrre, • _ - OtwEkSvliie -00M Ay, 0-40 - fir@ Alr&"s a yo rr ors •fc. r,w arm d/•ct AW.-V. 48' 2 6 0 2'2' 2" �7"0r • -7 ¢ pre SHEET TMbaESS B• _ ----- ---- _--------- -- _... .. _ -__-_c _ - -. ____---- _----- -----_ ._ --- _- --_ _,_... NOTES : i. Pothole sections shall flare on external bptllg d ored 6tutastic ester proofingpea to installation. 1- _.�. .. _i - a 6 H C T w c -roe aA stECL ALVMINUM her. j z ra e2�f1(� RAMP 2. If odustrnent ekvatan exceeds two +,c[rs use concrete adustment r s with a extenar coal of ' r tAd., f.T . IY 1_ Prate rrrrwr a ) f n9 n9 6�r Ir 350" 3- -- -. ... �i -. __ --- bAtlmost¢ wrier oofi - ?7 FLOI/ _. _. T rz' 064' .060, , c' 6' 21' ! 24' 24' m. 3' --_ T- - (PFRSONS WITH MO80 r /MPA/RMf-Nl SJ yr 3. Foal adjusbrlmt d manhde frame be shims and rim -shrink grad. H 13 61 .06o 7 r" e' n' 30• 24' ..•- a --- ----a -- - .T - ---'t ': ----- --------�, - 1 IDS or:a oii' a l0 31 t 36 r4' Xff,p vrrlCAiAQfPARlY[YT o• rRMSPORI NGA Sac 4. Skid pod to be placed alwnel manholes located in madders d roads. z1 os4` oaT ro` .. s sac , +� ; 24` - --- - --- -- ___ . _ .__.. .-.._._ 5 Fat top casting shah be used on shallow mthole (6 ft. or less) nstdbtions. 40 `E psp• lengths Harr m wet-s do - Toe Plate 74 06+1' ..___._. -i0 •... ..--- -,-. .,.. ,-.,_.,_-.- --r-.--•- _ -.. bosad m End. Session a,.qn ,nrqn - """`7 �\ on e•a ••I ,t Ins rma oc ar •lens L '-'- --- - ?T•/ 064 xTTa• r'A Ir 6' st" 60 24 - •n nee h. o,.no•• despn ,la r or Hales an 12' Centers - Max _.. STANDARD CLASS I RIPRAP 3r 064 iris• �+ I s etr rz se• DARD �+!� � . _-_.. ____. _ _.. _...— rM -q1 *Nth. r0' M .edund tr --- �c g 2 1 064' - IOeT_. !6~_ . 2i'� II" B6T 94 t'36e I n. ddler.unnd••enWn a' 4r 064 N)D Figure 1 ELEVATION Is- 2r a tee 90 ' 2 a — --- — — -- -- -- -- --- -- - — ------ --------- ----- - SLOPE DETAIL 1_tio' a :o€;, .' .. t46 Is?�. is* - 30� Ile s ,r 11 ` T _ � J drop valve box SOURCE: VA. DSWC PLATE. 3.20-1 SPECIFICATION FLARED END -SECTION FOR 12 60 METAL PIPE CULVERTS sPEc1141,1Ca' 2' SDR 21 REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS REFERENCE finished grade cover narked sewer FORCE MAIN SEWER SERVICE I ERAL �,�� codahmate , ,g Da NOT pane terminal 302 VIRGINIA DEPARTMENT VIP TRANSPORTATION GINIA r 302 W� kI.I.P. X N.T.S. -t leader or branch tips iRANSPORTAT1oN 102.01 Toz.oz gas keted adapter FLOW COKTROL Prune rubbing or C1 SCfewtype roadway box FORD 811-666 cross branches BALL VALVE W/2 FLAPPER TYPE SCH 40 2" Ford 811-777 ball valve with 36• 2' Ford BII-777 ball valve with �E MAIN OP NUT (OfT677) SWW CHECK VALVE 2' square operating nut (QT61) 2' SOR-21 PVC IX $v«I 409,0wh Soros ~ —' Cc-n DETAIL 1 2" square operating nut (QT61) - min. 1 1 �4a 50R-21 PVC � DETAIL 2 DETAIL 3 EC -I I� M.I.P, X Prune sorrow crotch angles tRo6�, •a b• as A ,✓lac4•q of n•erew B �e Cl screwtype 2w �rTM X ADAPTOR Cr,� DO VqT stake a wrap Ord water Spouts .ha.n - - 2 SDR 21 road y box 1 " eM•+ \t F' -� r (:(' war 1 /20 trunk unless rlecessa y Pure broken branches — 'Rados to be o. �CASKETED 2" o ( / i� Remove all taps and labels � Raald liar Scare end queer ►i .. ._ ._ _ -r .._ _ �- �� t 4t'd CC-6) ¢/ T 8 L * D _ ,; Ii I I A l- �__ /' A I Prune suckers L ,D e • / W. e I - - - - - - - - I I I s so 1 / rut a/ II baling 2 3 mulch t k � f ' C � t;. �, 1" r . ._ I - _ 1 1 '1• � i i �'.�` M.I.P. i 4w r away a bark r mu kept away from run t:.. e, . • `. ' 7 _ - t U SDR/ 21 PVC R.O.W. sW ADAPTDR �� e, Go„ U [N.E S. e•s s. �•'•b, b. -� --__ - -- IOpftonmrsor LA4,, Convete - I 3 - 6 Sal well to contain voter --- M.LP X I' OR P.1. / E.DT.o"�te�, support valve gasketed adapter VALVE 80X Rermare tap or we basket \ I ------- E"ponsan Jwnt i 711-__. --'t A J ✓i SECTION C-C �- 3M---� �! �x9 a box with brick COVER rarer.: vein 41 I I -� UN MENDED bocktill sal e• 2-0" or a, r,wdne roodrq 1 I ►----- 2' SDR 21 .tiger an ers,rear,e<•�,n H \ ' I -.3n Ci11 SCREW T'Y-PvEe.�sRtOnADWA Partially backfie, water to PLAN VIEW I BOX W/UD L MEUD vrdeen and score hole wall settle soil, finish facktilling ;` - + IN —LINE BALL VALVE _ —�---1•J— aPrH �4 SEWER FORCE MAIN SEWER I PVC^`SKETED lul.1.P�. X G Cen.t•urt tieae r-aryl, tits o earabµc curve. �,sp,K^1MB v t t rieow.nln -- `1ri �T�-.1 ----- ADAPTOR Leave slid sal pedestal - do �ke0 for water drainage 3 q' r000ts if container- grown, or as much SECTION A -•A .tin( FfieaK..ble SECTION A -A REerrxve container arid cut Girding not dig deeper than ball depth bwrlo as possible if field grown SECTION A -A .n•w"e•rrs upon br rw, r✓rYl mgnohon, RTN 1lSYI PA�'�l`/1� 1 1/2� D D� 9 la' F.daot[ Cury M• Cnmhe':� '.ir rde,lfl prW sine Wr D'ee arch Wrd par hergl,l WrS PRESSURE W_ _21 Ea9e or Sha•d•r ( 6 e tole fl -._ .-_- IeiM'M' NOTES when St'd. CG-tt 4 shad A. .err sonc•, bug fa nul,ya iw• ,n,ro Sarum. Pw r+um C n 1c oo.rn It. waI•<t•an outs;d. .M rro.+"•1 et uoi.k•.• Rnr;drw - - - - - - - - - - - -• _ - - _ t .•din cwl a'q (sets 2-3 times root boll width y e X yam,,_ n cu.jursc tbn silh v00T wujec l.. pboae run• •rotor, c , ' �• -- _ fl rwl. the ref ��fee�,/•� SIeD• r- • - .- ` - •e"•e' .nI are S. n•d,••v'N•oas Jnt.tat•o. rp•„,. efr,raanrr ro b. etca_rwsu ..•n r back Ill • fl X S 4ornti,• Sov.m.nl ,hoe b• ccneoucl.d __ ra•up.• , general ,a ►en ra Street Connvctbn Wit 313 •o Ire R1w 4•w le.c.pl •,Asg ride _ --D - / \ 2 sea.^ abc,• n v 'Po Jntrti CHECK VALVE Q • •1nNi,ot— r Q ed to mw•h. _ _.. 'd.Q� - �.__ 7Vrr VR� t ♦�� 20'0.,i „tile her Convn•r rid Entr.' nT _ W. - V' pws,mert .Nch con e. o 01•d n s 1/in 1M .ntrenq l 1 ',�r T� PIeN!'ER DETAIL ro xole +p } O.D WSECTION A A . rtaeAn.p w cnmperotian ewb a� / 8-8" -- and Ile• •Isdlrrot air cen,lruc led t •` Q beyond Ilia R1w In• e.c•01 for .11h the f•pr,r rc oe r.IJrad uror o�� .arm cd,rd sson• .v, _ ___.— _ __—__ _ raClar ernenl in o<cw dance D urpasse rdh trig ssxclKahas - Guidelines for erode Change fl �� Cs r wren rNe . <anjunrton .,In s+ardn•e 24" carefully compacted B ,5 Y % /- 'A select backfill 3 Ca 3 rr CG 1, th. curb roc. en 1.0 1,' \ N. DEIeTN Q Stondwd n to a• odretea to �otch trig I -j Dry R,p Rap � PP Cnlrenc• L'eerm. a•,iobr. 1De"_ rrso,Antdd. curb coMigv.1bn cumN U lign Irv• Non M00 VPO, o r 3 1 5.. StstAord C, 12 !or Cu,b pomp d.uyn b. rNk 11ie standn,d SECT" B-s Gies N - 3 6•' 2 12 2 00 REVISED PER FCSA COMMENTS RAM hNdn,m r3oo-tsoo. vpo> 3 x e 1 What, the e*Ge•,r. ,ed+rahnot eera,nrroddt. °-D. 1 11 25 00 REVISED PER FCSA COMMENTS RAM ln+ rl•ts Vwn "r, vPOI i 6 y e z the 1✓Nn reeui •rnanis of ehuelpetee h.a,y - 1 NO. DATE DE8CRPTION -- -- — — BY CH REVISIONS Irucs liar• Ice ean,lae-span .beutd be riven 10 8. . P j H O .ncr.eA:+Q tM OepM of gripe"t Dregn•ee • d' irk d 7 col! ♦ ,„e TyFwd .decrier shewn W DIM, or na 91 Seri. Pope, bottom sndth, and dw,^ . e+ •� XODtbral nes.F» trey be ware fir enb air e, ar darvvl. dd<n a ran•a1 q.ca:a. (` In C41 ,ect;ims 6" oplbnalll.A.. nay ..e•. .npnq ale stone aggregate = '� PROJECT N O Do•Can al getter to ►rer,4rSe DonJrq of warier SPECI1'ICATi0N -- STANDARD i . . . . ADELPHIA CABLE K METHOD OF TREATMENT- _ gllbert w. Clifford aesoclate8, trice REFERENCE_ STONE FOR EROSION CONTROL_ : TRonald A. Mislowsky, Jr2 DATE: CONNECTION FOR STREET INTERSECTIONS _ 3-oa; 303 - Z VIRGINIA DEPARTMENT TRENCH & BEDDING o CERTIFICATE NO. 10-70-0c of 12-) so; AND COMMERCIAL ENTRANCES 44 TRANSPORTATION (�rl401 Fi�}�re 1 v 020674 • • y MISCELLANEOUS DETAILS Q vvtcnMA COMMERCIAL L TRNtSRORTA N 203.08 - __. 1 - 7 E freers Land Planners Serve ors t^ - REGISTERED 150-C Olde Greenwich Dr. 200 North Cameron St. Q) PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 v - ENGINEER - PHONE: (540) 898-2115 PHONE: (540) 667-2139 • CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform aft work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for oil work to be in accordance with applicable Standards and Construction Specifications of The V,rginia Department of Transportation, Virginia n f Ili Frederick contract documents. Departure t o Heat , ede c Canty, an+f the o t o docu en s 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The controctor shall exercise core in this work so as to ovoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility 1-800-257-77 . 3, The contractor shall be responsible for ail 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. 2My unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility; 7 Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans. The lines sholl additionally meet all requirements of the Frederick County Sanitation Authority 2. The contractor stall coordinate with, and arrange fa 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 Authority's maintenance department is responsible for the installation of water meters through 2* in size. Before a anent meters set require: 1) the frame a permanent be property dgnedd w� its meter box and yoke tor; 2) the frame and cover be set to the final grode of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. it is the developer's/contractor's responsibility to have the meter box assembly installed correcNly. 5. For water and sewer services that connect to existing linen a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work 0 begin b) The Authority shall furnish and install ail 5/8', 3/4' and 1' water services c) For 1-11/2' and 2 services the A4Ahority shall make the tap and bring the piping to the property txie. l�he contractor is to furtiish and install the meter vault assembly. The MAh6rity will install the meter. I The At�larity w�i71 install of sewer laterals. 6. When an existing water main is tapped for the installation of a new line: I h labor i T r 1 make a The Authors shall fumes oN abo and materials to make the t b he dev b r coot actor must. ma . y e pe application for the top, (2) pay deposit (before work begins); (3) mark the location of the top; (4) make final payment I hen the work is completed. 7. The contractor show tie-in a new line to an existing manhole by core drilling the manhole 8. Airy water service line must hove a double check volve or RPZ bockflow prevention assembly, as required, installed The assembly shall meet ASSE standard N0 1015 or 1013. A remote readout is required. 9. NI fire lives shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remate readout is required. EROSION CONTROL 1 A Land Disturbance Permit will be required prior to initiating any site work This permit can be obtained from Frederick County. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3 Ail erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earnest possible date after estoblishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -toying in the affected area. 5 All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Deportment of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-c. 4 Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-wa . 6. If required by the local VDOT f�esidency 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 erior to initiation of work. /. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9 Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12, All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadwoy fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Stondard CD and LID underdrans shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector, 15. The installation of any entrances and madNxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developers responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 18. CC-12 Curb Romps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. r J 'r..',, f ,�,.' � c�,•.. ,,:t;-� '",,. ...s:, .rt•�,r'f'� �I`t �b � �..'� - - r,. .. ry � t' t� a 1 �! `:r.. f. '`. /.•'i`�-�. 'r':.�. \:::' \'� `-1+ +....^aK'� it � }. �.. .�� ., ',},. yr'' r., V y. r r' _✓ill 4 /f} t• a f .'• �`�''�: ��" � �'. ,..... ''< .:� ,.. , � X 1 tee. 'r, � } �.. _ •+C..; � ,�r°Fa ' i 1 �. `/ -. ''4ir ♦-5...:," - 'fir r s •'a r - �• _ � lye y`, _ , . J ' +�..., �'} ,-,. 1 �� it , 1. �r� ffi _ ,� �.} . �, -• i, ,+c.. �;' {e a �^ ,,•+ � r " -+ _�,.r y � " ''tin,: .� �k .�.s ,;t �"t .o l� •.-- f4 `�'. `y. it• i _ 1 '�"Y 1 5 �T,.IF.....<;. �f.. �7 � � J ',1 '• '.� �� s. i .. � .,t . ; ,• f` :, ' � � „- � ,� , it , [ ``t . ~��.1�✓"..-+.., a. k _ _ 1 r-`- lit t. S 1 S �rr ' i t '; �titi x � +• a / 1 .r4 � r•• 1� 1 It t 1i e a +'" e w 1 Tilt f �• x • l % R V 9 i;n '�^t. v"'r`' , �?' � I •` _ - h,'�-s/ `-�1.� i' M � / s •r ` �� rE_[� ~ l � ��. '. ' ..*° l s yy ram'`~ f ,�i .� .,°,wy�;,..�,,,, as �s ^ � : r'' t• � ✓ 1 a 1. ,. •.�.` .. I.r'r f f•Y .' �'� 'A �.�+ .. / ,� .f{•,r t J:. r 4. 1"�.r.,; . 4 }fin ,�r '�; `Jd .� - �,..�' sy�ti• j �, � "?+:: �f - - ./.', . II .��, �-t.. , lir' q 1 kphd. T'R'•' f 4" A. '{ •....s-� a ,' `'v t .1 ;. ,.� J ../.r ,r. y.. i - l +,,�/- -:•,,;air .t a r"' • „"• i. 1. `1_ `r f t`.- `T ' ♦ •_r�J ''•!'t .R air ` ,i "'� �• r• r. , V a... _ ✓. 3 . 4. W. j`J-�•J j.-. fr s .�: •i.. --ail { {• , ` . r a rl i tAIa i, ,toy\ i�f '+, �Ta / �- 4.r1� �\� �'�,.RiO �' `^ g" ' 1!r i 'J .'4-. r! •.s,�"43t. .,,:,fin. � 1:'�. 1,�, .f . ,X •I.. ��- ;�•C r ;{: - _ , ` ! 'r ! ' 'c.i9 i` "l �.r'- +,� +`t �.\ �,1 �`r-. , , / r 'r ~.-+',.-- � �..r � I •;' , ✓i r r. a r � tF �''�i} � ,,. /, „n�, ..: rr .Nab._ ,I -.mob . •.,,, >, :' •' J // �,� �jYyrn / //. it_... ;5, ,.lA'' •�$rJ. r•}\••� 4 �']yfJf _ 'i S{�pY, ty t - rt1 S _ :fS •''C... J 1 - � {J\�jtpo+ A<. � •'�'f .. . ,/ ",•�., •t/ 14 ✓' t Y' `•'' ., / ♦ •t�• �� .•is '.� V , 1 +ti, l �R 1 ,•,`�. � ''�M �s '`,.•i}�iP1':e - .�.\ ♦� L+7 ;. r,L •'� {i� �., 4 f l --\ • �'• t ! ..., '�' `\ ( � � � - Ka `yam / .��, \ ^^' , _ ��'X.'4'F• ! i}j, ''7,^? + Piirite o>ri T�PC7I 1- a 0T,ei fro actions to Po.c.ornj LOCATION MAP SCALE: 1 "= 2000' OCTOBER 10, 2000 gilbert w. dif f ord Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 • Land Planners d8SOC1StCS, inc. • Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 Conditions Placed on the East9 ate Commerce Center Site as Part of Rezoning #02-97 and Approved August 13, 1997 1. A thirty. foot (30') wide road efficiency buffer along both sides of Tasker Road landscaped with a double row of evergreen lanes four feet 4' minimum in height will be installed b the 9 P () 9 Y undersigned. The road efficiency buffer may be used for right- of -way expansion of Tasker Road, 2. A traffic signal at the intersection of Tasker Road and Fronit Royal Pike (US Route 522) expansion and the � a Pik Route 522 p nslon of the left turn lane. from northbound Front Royal e (US u ) west onto Tasker Road will be constructed by the undersigned within nine (9) months of an notification official by VOOT. I 3. Additional right-of-way for ',he construction of turn lanes nand/or travel lanes along Tasker i Road will be provided by the undersigned to VDOT at subdivisions stage. 4. A traffic impact study will be conducted using VDOT procedures for each site development use proposed within the Eastgate Commerce Centerr at the time of site plan review. Improvements to Tasker Road will be constructed by thie undersigned as required by VDOT regulations for the predicted traffic impacts based upon tlhe specific proposed use. Notification of the existence of this proffer shall be provided to each lot purchaser prior to or at the time of each lot sale. SHEET INDEX 1 COVER SHEET - -_._-------__.. SITE DEVELOPMENT PLAN 2 3 GRADING, EROSION CONTROL & LANDSCAPING PL0 4 RAINVILLE ROAD -PLAN & PROFILE 5 SECTIONS & MISCELLANEOUS DETAILS 6 MISCELLANEOUS DETAILS DEVELOPER ADELPHIA CABLE P.O.C. LARRY WHITEHEAD 1039 N. FREDERICK PIKE WINCHESTER, VIRGINIA 22601 OWNER ALAN HUDSON (WRIGHTS RUN, L.P.) 2800 SHIRLINGKN ROAD, SUITE 803 ARLINGTON, VA. 22206 PH.- 703-820 -2500 Approved by Frederick County Zoning Administrrotor Site Plan Approval Valid for 5 Years From Dote Shown Hence Date ` x IDN-AE'SITE Kffl APPR"D,`,1 E fl LI H OF XRONALD A. MISLOWSKr, JR. Z NO. 020674 riECEIVED AUG 21 2001 "IEPT.OF PLANNINGIDEVELOPMENT Project Number: Sheet Number 1 of 6 1 11 /25/00 REVEISED PER PLANNING STAFF COMMENTS RAM ■i Q S I i I l `♦ I1 II I! I! I1 !1 Ii �02.00 II � 1. FUTURE I r EM. AN� L--- it PROP. ;SEWER MR 2 RIM=706.50 I INV. IN=698.65 I INV. OUT=698.45 i 0 4' F.M. INV.=699.33 2" F.M. W. AT TOP OF BENCH � 1 1-- 45' GASKETED BEM) BY I-IARCO. i I i 200' ,� I �3L'II DING #4 r ' I I � PHASE;' ?'%R.IJE �F.F. f'LIMA'T1t; C0!�Tf�O��T3I�TI�1;dC 'r IOOt}0S697,J0� 5()' 52' �I✓T � + fI tit. G e I j t- 12'x8' TEE 8; 0G. F.fIGHg 1,0 'wE N/F { I'USE .h AR i 8' GATE VALVE r. otff.00 I I �PV�R-3i---------�_---�_ -__- ZONES 3-3 ; 10,400 SQ. FT. j OUT_ 1- FA ASS'Y. - w.-- I bLDG, IFIGRT: 1.0 Fr ES 1` • 1 i \ = _. -69, _ (TO BE: RELCCAA'ED WHEN �� PR*bE PIN: 76-A-53E --- - -- - -- RE UiRfD 1 i _ - i WATER I+WN END®) a \ � tC--1 1- 8 GATE VALVE" 0 7.111. \ 2 ,;TS, 8 SDR 21 FUTURE FiRE HYDRANT ' PHASE (i � 1- 8 PLUG LOCATION (R10CATED i o "� FROM CORNER) 20 FT. DRAINAGE \ EASEMENT / \ 1 _ FC _ 7 ~\ 2.81 TUBE 1W�RANT' - - - 1-- 2• E3A11_ VAt-vE w _ _ IX FYI S.aR 91 r / _ 60' T R& 1 FORCE MAIN CONNECTION f Rit"f� DONALD D. RAINVILLE 36 P�, ZONED M1 USE: VACANT II 0' RI �-WA PIN: 16-A-53A -'~ I I _I iI ; fa I hO°' I 1 1 PROP. _SEINER Iki. 3 RiM= 705.60 INV, OUT= 699.60 INV. IN= 700.00(4') 1 1 1 , � PROP. M 7 11PE: ES-2 INV. IN= 701.00 ,1 Z 1 ,1 N/F WRIGHT'S RUN L.P. ZONED 8-3 US[: VACANT PIN:76--A-53 p ,1 flL SUPERPAVE ASPHALT REQUIRED -- WITHIN VDOT RI(*,*HT--OF--WAY. t+oo \ t.-vF-WM) (SEE DETAIL SHT. 6 OF 6) PROP. 5X 2 -�'-`-----+F��- 2+oo -.=> �., TYPE. I)I "..., RIM- 694.65 "--- ; FMf--� ""'�-=,...._,,,��S45'05'•47,,E INV. = 691.25 a " ------ _ FUTURE WATER MAIN EXTENSION \`\ SEWAGE PUMP 2�-� 21 FORCE 622. GRINDER STATION RCE ilbq�y �+DO - .�- -- - - ENTRANCE TO BE INSTALLED UPON `�--- � SPECIFICATION I 35' E1 R L �- _ -`�)' i ) ..`_tC :'�4 �'�.`,, .., .; �. THir'- Cw� %� EXiENSIOIV ..fly MLiRANTQ I�hNOR I)K. °RUPOSED P DESTAL SKI „. -r - - 5+00 - - -> MAX. HEIGHT:z 35 FT. - I VIAX. AREA= too S.F. ?_ 6 s a c s - - - Fx - _-_ ` I ------ MOP. _ - i PROP. 15 DRAINAGE - ' �( I EAS VENT PitOP S1R.3 --_ RIM= 594.,50 ANG I+00 I I (:ONCRETE FLUME 'TYPE:.Dftt sr' �' r�; ; ;-- I PROVIDE ALUMINUM GRATING RIM= 693.75 . 00 _ - I BERM IN THIS AREA IS REQUIREC OVER FLUME. SEE DETAIL I I TO SCREEN THE PARKING AREA000 PRO1IlDE ES-2 I I I SEE NOTE SSHEET 3• -_ _ _-- -- -AND EC-1 1-2 Oki VALVE 1 , T-5 Spaces t °" - 20' W R 5 1-2'. PLU SDR 21 --� --- �FASEi�I , WATER V a 20' WATER • . _ T • --- - - .-- ---- - �,P DI�OVECE 45' 6' W MAIN -- I I - --� - - % - Al 3 FT. MINIMUM COVER . EASEMENT ___- ' • 1 0' - ° _ - ° 1 2 0 I I �� . u '�., 12'r x 14'h 1- 12 x6 iEF _____�...-•----- • QR►�E IN --_._. 1-� 6' GATE VALVE DYER W DOOR --- FIJTURE FIRE HYDRANT INSTALL UPON DaB610h OF f -1 •- FIRE iiYDRANT AS$'Y y I -4 --- y� �IATER MAIN WiTH MURANTO �'�J$E SERVICE ,ATE va�vE d� TEE o W FHA5E TWO EFAN510N AREA ___ _ �.- MANOR DRiVI . ( tl " POLE MOUNTED HANDKO PARKING ' DOu WATER --- SIGNS INSTALLED PER VIRGINIA 1 2 x3 REDUCER - g �- - - _ -' ! - STATE CODE SECTION 36--99.11. 1 1 1 • MAR r..- (SIX REQUIRED) 30.00' - 30.Ot)' _F _ 20.00' - FROP05ED OFFICE5/WAREHOU5E. - 5 t- J-J Q. - I N 1 _ --- FIR5T PHA5E - 20,340 50,R ��------ �� - �-- F.D.C. ' z 5ECOND PHASE -18X0 5af:Y. { t�=�.5 - - D�N11ON For.51L ,9 J 1� PROP05ED 51TE AREA • 4.74 AC. �__- - POND m I TOP:= 687.80 �-- 20 WATER ---- +- X a- ' ORIFICE= 8 DA _ASE�iE1rT --- F.F. MY. 696.50 1 �`s -__ CG-12-- -<�- X r I (TYPICAL} - LOADIi O:DOCK DOOR_�- \� - - PROVIDE ES--2 I I N/F 20' 22' •` ------ - ---- - --- �' EC-1 'c- VAMWRI HT S RUN L.P. - ---- CNED B-3 - _ SI_: VACANT _ -_- I 1 , ' � •-�= r i � 'ti. -- --�-- ! .r IN: 76-A-53 i 0 WATER WATER - �� 'I ----- ----- -- -. - •) \ L ''" -) `p• - ^ PROP. S1 R. 8-_ S� 1 1 1 -•`�' \�� ... ..\: .- _____ - - -�-TYPE: DI-1 E I - 1 i 1 : �" 4 O I RIM- 689.50 jx _may I�.� 17 s ac s GRAVEL OUTDOOR REM-= '. i ' \ -• ' •ice/--J ,° Vf \ \ . 5TORAGE•AREA - �_ `€'' , NON-HAZARRCau�3.. a_ DUMPSTER PAD 1 . 1- FIRE HYDRANT ASS'Y. o \ \ \- 100 OF 6 Fi. \-� �` \ •MATERIAL -ONLY R i' OPAL U BOARD FENCE GATE VALVE & Ta M `ct°i h"� 1 t S 00 xr \ I PROP. 20' DRAM ,� :.aaiae Ti 'iP Q F�iIT N 15 B. R.I_ �. o". ZONED B-3 �_ ✓' . . iiiiii - _ -,:. .; • �..�+..•-- �:.,��. .. � _ ..�_.�r... � .• .r +w.�w�.�.�.�• tea; _ �rw�r•*- �.�..�sr••s •ss.wa.+..« ' ' .. 2 N51'5a' 18"W PROP 1R. 566.17 'i 1 4' x 1 1/2• NOTCH CAST IN PLACE MARCH EXISTING CURB r ELEVATION EITHER ,4LUMINUM GRATING, 32- WE LfWH AS REQUIRED �- NOTCH CURB 4' x 1 1/2' BOTH SIDES COW:RE'E CURS AM) FLUME 4' 21A SECTION �7-IRU CONCRETE 11UVE 11 11 1 1 ONE M --1 PROVIDE ES-2 - AND EC-1 PLA.1W77NG SCHEDULE -- BOMNIGIL ---- COMMON NAME -- 9ZE AT PtANnNG SPACING - OUAN777Y 22 (,(•}�^�� `( ACV? RUBRUM &D ANPIf I' r.4L. O 4' HIGH AS SHOWN '•''j"" OC RMS PALU.S VS - P/N U4K ---- I* r.AAL. O 4' H16H AS SHOWN-- -32 - 1 CORNU.S fZORILW_ FLOMERING D00492AD I' CAL. O 4' HIGH _ AS SHOWY -- - 5 ® ✓UNIAJRUS MMN" F�IS7FW RED CEZbW 4 FT. MIN- hCAWr AS SHOWN - - - 30 - ILEX CRiMrA _-_-- HE77 HOLLY --- ,T6" MIN. HEIGHr - AS SHOWN- 41 G'ulwt Summary Culverr inv. in Inv. Out L(rft) D(in.) S(Z) Type Q(des)cfs 1 684.90 683.75 154 24 0.75 CUP 11.1 2 687.50 68.5.10 94 18 2.55 CMP 9.5 3 690.45 687.70 187 18 1.47 CUP 7.2. 4 684.20 684.00. 33 24 0.61 CMP 10.0 5 687.00 684.10 142 18 1.62 CMP 7.6 6 688.75 687.30 125 15 1.16 CMP 3.9 7 701.OG 697.50 149 15 1.35 CMP 5.6 8 687-00 684.00 40 15 1.50 CMP 10.0 9 683.00 682.00 80 18 1.25 CMP 6.7 DITCH A 698.00 68200 450 - J.56 GRAS> 1.1 TYPE.a_1 N/F NLiW BUILDINGS SIIfI!1. COMPLY WITH VIRGINIA RIM== 691.25 WRIGHT'S RUN L.P. 1-1 S -- UNIFORM STATE WIDE BUILDING CODE, AND SECTIONS ZONED M-1 RIM= s90.00 TYPE: 304, USE B BUSINESS) 'ANP 311, USES (STORAGE) o. USE: VACANT OF THE BOCA NAfIOtiIL BUII.6ING CODE/19 6. P:N: 76-A-53 OTHER CODE THAT APPLIES IS CAK A117.1092, G'A.4'�fi�/G' SCALE ACCESSIBLE ANC USABLE BU,LDING 440 FAC LI1>ES. ,30 15 0 .30 60 SLWAGE PUMP STATIONS SHALL BE ENVIRONhitK, ONE -- ----Muni GRINDER PUMP MODELS 210, 212, OR 214 AS IN FF_E7 APPROPRIATE. CONTACT JACK STATION DESIGN EQUIP. I inch - 30 ft. C.O. 804-752-6335 FOR INFORMATION. Storm Inlet Summary TRIP GIENERATION l---- Str. No. Inv. In Inv. Out inv. In. Top Dv. Type L fTE, 8TNED1171ON EfErnMATES fH93 SITE AT FULL DEVELOPMENT 1 685.20 685.00 694.50 01-3C 4 WOULD GENERATE 2Q2 T.P.D. 2 6.91.85 691.65 692.50 694.65 Di - I - USE CODE: 715 AND 150 --- 3 - 690.45 693.75 DI i - 4 684.70 684.20 691.70 DI - 1 --- z 5 68 7.30 687.00 690.00 Dr - I - gilbert w. Clifford & amociates, 6 689.50 688.75 691.25 DI - 1 - o iory6ld A. Mislowsk JrY CERTIFICATE NO. g0 f Engineers • Land Planners • Surveyors 8 - 687.00 689.50 Dt - 1 - REGISTERED 150-C Olde Greenwich Dr. 200 North Corns 9 68,1.00 683.00 687.8 DI - 1 - a, PROFESSIONAL �I Frodericksburg, Virginia 22401 Winchester, Virginia 1n_ ENGINEER •_41- PHONE::: (540) 898-2115 PHONE: (540) 66' PROJECT SUM IMY TAX IDENTIFICATION NUM%Y 76-A-53 (F) ZONING B-3 CURRENT USE VACANT PROPOSED USE QI-T10E/WAREHOUSING �[N_QK5 MOD PROVIDf� FRONT 35' 147.42/80.22' SIDE 15, 133,50' REAR 15' 160.0' BUILDING HEIGHT 35' 24' LOT AREA 4.74 ACRES AREA DISTURBED 4.8 ACRES FAR ALLOWED 1.0 OUTDOOR STORAGE AREAS 19,090 S.F. OUiDOOR TRASH RECEPTACLES YES MINIMUM LANDSCAPED AREA 25% 51,619 S.F. LANDSCAPED AREA PROVIDED (Phase 1) 43.5% 89,775 S.F. LANDSCAPED AREA PROVIDED (Phase 2) 34.8% 71,775 S.F. P1ffiLt Eda2 WHAREHOUSE AREA 12,543 18,000 OFFICE AREA 7,797 _-- TOTAL AREA 20,340 38,340 FAR PROVIDED 0.10 0.19 PARKING PF.41 tBa PR' OFFICE (1 SPACE/250 SQ. FT.) 50.2 WAREHOUSE (1 SPACE/EMPLOYEE) 25 (AT FULL MOMNf STMDARD SPACES 75.2 105 HANDICAP SPACED 4 6 LOADING SPACCES REQUIRED 2(1/4C,000) 2 TRUCK PARKING 0 25 PA6 N I,AI PERIMETER TREES REQUIREI 45 (AT 1/40' PERIMETER TREES °ROVIDED 45 INTO" TREES REQUIRED 13.6 (AT i/10 SP.) KT. WR TREES PROVIDED 14 PARKING LOT LANDSCAPING REQ'D. 2,065 S.F. (5% x 41,291) PARKING LOT UkNDSCAPING PRO03M 5,294 S.F. NO STEEP SLOPE, ", DS, WOODI AND OR OTHER MIRONMENTAL FEATUR75 EXIST. ALL FiRE LANES TO BE MARKED AND POSTED PER FMEDERICK COUNTY FIRE MARSHAL:_ REQUIREMENTS. NEW ELECTRIC do TELEPHONE SERVICE TO OFFICE OR WAREHOUSE TO UNDERGROUND. HANDICAPPED SPACES AN) ACCESSIBLE ROUT -ES MAY NOT HAVE CROSS St.OPES OF MORE THAN 1:50. THE ACCESSIBLE ROUE SLOPE CANNOT EXCEED 1:20. HANDIC IPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 SIGNS-- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. W, riFJGHT= 35'. MAX. SIGN AREA= 100 S.F. ALL CUTDOOR IMT FIXTURES SHAM BE SHIELDED TO ENSURE NO OFFST'E GIARE ESULTS. * PROVIDED VDOT CC-12 HANDICAPPED RAMPS - LEGEND - PROPOSED CURB & GWTM = PROPOSED CURB & REVERSE GUTTER PROPOSED SUNOARD PAVED ARC (8' 21B/2' SM 2A) PROPOSED HGVY-DLTiY PAVED AREA (8' 21H/3' BM2/1 1/2' SM 2A) PROPOSED XNCR_7TE AREA PROPOSED CRASS AREA r PROPOSED !ASE1IEM AREA -_-- -- ZONNG BOUNDARY Z8------ UTILITY PEDESTALS [:T1 C UITM STORM DRAINAGE k SiRL)CTJRE=-- PROPOSID STORM DRAINAGE k STRJCTIIPE PROPOSED WATER MAIN ---+ W----�-� EXISTING WATER AWN PROPOSED FIRE H'ICRANT �* . PROPOSED CATE VAIVf k BOY ---►t•--4 w+-- E�(IST14G SAN. SEWER ARID AIANkOLE _ _ ._ }- PROPOSID FORCE MAIN S:W.R AND MANH0:-1 •.••rF.AI+--i----�F.AI-- PROPOSID INJDERGROiND ELECTRIC gRVICC ELEC t---- PROPOSID LNJDERGR M TELEPHONE SERVICE---- PROPOSID CAS SERVICE -- - i GAS F 6' HIGH 040 LINK FENCE --o- o --a- I 7 106/01 /01 1 REVISED TO REDUCE IBL DG. To 113' YME. I SAA I RAM I t I I I 702.0 ! FUTURE I ENTFAN�E PROP. SEWS MH_2 RIM= 7*5C NV. N=698 65 I NV. OJT=693.45 I o 00 1 4' Fk INV.=699.33 2' F.M. INV. AT T'P OF 3ENCH I I i I i i 1 4 I` I 0 Cb- I y � �. •'I'E1 Fl{ I ,. (:`IdI�Ai'�.' (:0 �Pr'• i` 697 00 501 W a ROUID ,itILDIdh G ft j t~tNZ c s't. {,�BEIILDIC ro Av7~ , 'PHA5FFF. 697.00 '. F 1A Y p lr= "-"►.r--- HI?tGh'T: 1 a FT. TO k � �'E \ d0 s-r i7F 1II p ROOD ES97 - -OWD 96 -+ 69-1 I y 692 \ SF E88 C�-►`tip__ _ - � J / T 1 �, •..1 • `, ` �-"ti....ti.• • • r 1 •(\+� el �, \��'• w ` 4 •1 --- 1 '--� \ `----~-1^+.... / DII VEAsle �----•-•..,..,..,.....»......,.....-.. Ste. t- 2' B411 VAI_'IE i+ •.-."'"�„ \ 9B e9�,`` ..""..----.-.... , 1- FORCE MAIN CONIGT10y '° k,-- .---.:.`'-------.: `. �,� ,, ._`_»_----- •-... (SEE DETAL SI•R. 6 (* 6) -r-- -� '�`-------- _. _ ......... amMIMI. STD. Z ..�. .�ti`' `w f_ _ _ --'"-fir •a "`.. \"�XL�� _._w'^"`iw' , ^ RIM= 694.65 , k\ s� •"'-w•"'." ^ ` �./"-- F-_"_. 3+(0 ""`..'•""^ `1`'`^ INV. = 691?5 ` �,'•-"�'.,---�-.. »..•.__ �_RFC[' _==-r- -- --------'"_�+---,tR�- �"„*...,,,,,, • _ - - --!WAG{. PUMP _ y(�-......................... 1 >I�.■„�u�r,r 00"\,�..� �w�, ,,,r,,, FtF NDER STA'lON j _ _ _ _ • ............. ... {.,e„ ..._ "e>- "� �IIL r--,.'.` I�AtN--� 4+gyp ..T__ SPFCffI('- �� D�T('H "i'° QRO LINED y►, ........... rmis 7L _ - u - +00 ( •_�-+--.� F � .._ �'- _ `c RFC['} ..........i �O�K F'1 L ,rye.':TOPSOL Q �: - - _ _ �,----_._ -� _6`; �' - I ; Af .E � . 5TR• 3 d ••^ ,� RIM:z 694.50 �� _ _ F-WRAU'r -�� > F_ ` 1 �► TrPE: Df~ 1`Pf----_ + .36 CO TIgN OF (SEEDED r ERM ``. E94 6 RIM= 693. �� Eye •• �• \ ' . . •.. ' .� . ZM z- r.. ~ �- - - Z_ EC=4• ( �..�...........sgs - I I IN !S RtOLIARED TO MI' -- -tea.■;I�� I THE I EJ(15i df FRE:CERI 6PS CO PARA� a 65-�.7.E 1 .u. I'Cal _ _ z2m x)STING STDRIIf f?F.4iNA()E 4 STFth;TURE PROPOSE[' 'NORM IIRAINAGE do SrFUCTUf•:E Pf?OPQSEE: x1R6 do GUT T F =-----•-- -_ DRAIW 'LOW E)IqNG rTiADE PKftsEc �;FtanE PROPTZ, WEM94 AREA �_---_.-_- PROPOSE[' '31LT FENCE - .SF -- C(kJS Mfi)N EATRANCE � c RIP RAP CHNOC i.NING ' SO FENCE HIT FROTEU N K ooaF • .1DMMON POND 1 • .1 --- - ;i�_ I ``` 7• SEl�Y11ENT1�'�AP �� PHA��E W rff� N510N AREA ,...._. W '7oRlCE V01__3362 C.Y. C:'. I�Qb E�%2 #,2 C.Y. REQ'D. PF,11DR W 13SUANCE OF A BJILCING - tlRWE WEA = .4 aC. 1 �PE:RNIT, A GEOTECHNICPE ENGINE:E:RII�U'' �� PRGP. SEWER W. 3 \ )� 1'� •RE:POR1, SEI�t_ED EY A PROFESS�►NAL --- i : RIM- 705.60 -- ' INV. OUTz 699.60 ' �'��)P��J � I��F��.Si A��.H�)�� ENGINEER, WCH INCLGDES RECOM INV. IN- 700.00(4'� , 1 �,. �- ME I'MAXNS ON -OUND411OV" DESIGN, <1 • a-- `•� ---0 , c, RK5T PHA5E ,20;W5 ) 5aFT. \` ME:ETING 80CA CODE RF,WREldENJ$,. 1 , Al 2 --- ......................... 5 COND PHASE: - WW15WT ........ ........... MEP�11fENE(vfi EsIGK� sH,411 BE ��/// --- mop5TR. ,1 5 °' %� -..f �'fHE: FRENRICK _� �= r x I TYPE DI-t ' 9 -- PE.OPO5f_D aITE AF.EA ' 4.74 AC. -'� T RTI NY TOF= 68'..80► ° F CU� SI kC IONS DEIAI E �_ --. a ti . CI 1 ' r \ �:: • ��, X / a- 1 ORIFICE= 6 DUB ----- F F.F. I-LEV'.= 696.5(? \ �-�� tiAFFIE: TYPE_: ES-2 `'�- - I� - _- �1� `\ o= E --7N z ' INV. 14= 701.00 _- , �. �9 �. -< �_ ('4TOP ABOVE 686.00 1 1 •' _ --- - -�- , PRONDE ES = m (TO BE RE MOVID UoON ANO EC-1 ' c:T$at ;'OTI(ON OF LWAC) 1 , ••, •• 1 - -- -- ----�__--__---.-� WWI 00 f j \ . - - -- OF. 5TR.4_ , v _ TYPE 1 j y � AI 689 50 ---- --- 1 s a c s - TYP � T ( � GRAVEL OffDoOR RIM- 691. i 1 ` 1• .,�......... ..... �J„•--r• '' -- _ <0 5T0K.AGE AREA' _ E?:. 6. -.�'i-HAZA�Df1tJ� ° PR(►vIDE l-2 �� --� ANE EC -I 83 k TIC 00 0000 A/ \� •, , _�;,4........... _ ..,.p•; .......... .....-.��.+, .h. C,,,� r T[ j Egt Q �`r�•.• / f,.J �^� ..!M.,f •\'. S.YL.-W A IS- l��• •W'aJ VJV.J`*+` •1t.F;•,- f�.' ,.�� 1� „�••• s s _ ••••� \ \ /. �• `V- Y�r�. .•T `... .J ✓ 3- J�-..MM3 ( sew ae _fli_a.� sVVVv - 1 -,... '. ..,................ ,.... ..-• ._ -.. --- / / `TEMP. • $y3 --- SED• �- SF ------SF - - - $F -- '''` QO' -`,��' Fu-�. i.:=_'-.�..t..' __._ d_� _.r- --•- _--------�i 6� 6 DITCH "�1S LINED ./ _ .-i r - �- �-TRAP 1 TYPE: ��-1 - ` ` �DE E�2, F PR(4.51k..5 RFCC AND F",-t ; f . RiM= 69t.2 TYPE.: [H-1 � 1 7 s \ / S8B - V 1 11 GRASS L/1 M 21 [7AU �"iy,X G'�'C4LIF .70 1- 0 30 60 1 h7ch - 30 it. OUTLET PROTECTION SUMMARY CULVERT RIPRAP APRON APRON CLASS• LENGTH WIDTH-_-_ C1 -_ 1 �3' -- 6, - C7 Al 6' 4' C:4 1 3' 6' DP OUTLET Al 6' C ))fft Summary �ulvf?d Inv. In Inv Out L(ft) DI'in,) S(i) Type Q(des)cfs; 1 684.30 66 J. 75 54 24 0. 75 Ctilf 11.1 2 687.50 665.10 94 18 2.55 Ctilf 9.5 3 690.45 6E7.70 87 18 1,47 Cb1F' 7.2 4 684.20 664.00 3.3 24 0.61 Clop 10.0 5 687.00 66.4. 70 142 18 1.62 CUP ?. 6 6 688. 75 Q 7.30 .115 15 1.16 Cil1P 3. 9 7 701.00 697.50 49 15 2.35 CA•If 15.6 8 687.00 664.00 49 15 7.50 Ckffl 10.0 9 6&'1.00 6612.00 39 18 1,25 Cti1P 6.7 D1TCN A 696.00 682.00 <0 - 3.56 GRASS 1.1 SYolm 1n1W Summory Str. No. In v. In Inv. Out Inv. In. Top Elv. 1 ype L 68f.20 685.0(` 694.5E Gl-3C 4 �.' 69 1. 85 691.65 692.50 694.65 Cl - I - ;3 - 690.45 693.75 DI - I - t 684.70 684.20 691.7C' Ell - 1 - 5 687.3Q 6,87.0(! 690.00 C4 - I - 6 66.50 688.75 691.2t CI - - 761.0(1 - ES. - '? - 8 - 687.0(' 689.5(' CI - 1 - g 683.00 683.0(' 687.8 CI - 1 - fPL T H OF 041 A. isfowsMy, Jrz a CER71F'ICATE NO. v 208-ra � SJ�J RGIRD PRUfESSIONAL > ,_ ENGINEER _j gilb►ert w. clifford & associates, ine. V ErVhw. a • La rid Planners 0 Surveyors 150-C 01de Greenwich Dr. 2Q'D North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22631 PHONE. (540) 898-2115 PHONE: (540) 667-2139 FA,X- (540) 898-2115 17AX: 154C) 665-0493 Fr._-IJAII rliffnrrl!>slhinrarl rnrn '_.UAII .r nNfft m.a4,. r m UhTCH- Side Slow Min. Depth, D Uning, L A -_ 3:1 15" GRASS _ B 3:1 180 GRASS C 3:1 12' GRASS - t IL lu�uuI KtI f)LU IIJ VMVIIUt `)- I IV 00 Kt.r'--_-- _ 1 ! 1 22 00 REt/COED FEE << L-NU COMMENT,c___-_-_.-_- _-_-- MO. - DATE oescrI mON __ - -- - - .-- Fi"SIOIVS 14DELPHIA CABLE GRADIATG & 17RCOSICOAr CONTROL FLAN : DfA'1Ci( COUNT), DATE: 5-s-20oc -. SHEET "3 rW 6 { I � o i 1 I ! I � I -T-7- I 1 i I I 1-6LOW-OFF 10' 1- 12' G.V. / 1 1 JT 8 PVC SDR 21 1 ••�, t I I I 1-12 PLUG I W?10Hrs RUN L.P ! I 1 I I I oe A779 RIM O as z \ ! ' I ' r ,0� - 1- F.H. ASSEMBLY It A i I srar•�Gf S� + I LOT 16 I-12' TEE - \ I 1� f c� 1- F.H. ASSEMBLY " ' 1 ENO PHASE 1 WAiIR ti , 1-8' GATE VALVE � F! /� _ PROPOSED I I 55 F1, 8' PVC; SDR 21 1-12' GATE VALVE R EOX ER _ -• _ I� U. 1-12' PLUG DRAINAGE ES�IT. I 1-FN. ASSY.fiO BE o E F H. ,.SSY. 11 I t RELOWED WHEN WATER MAIN EXTENDED) � y e i 7 I-JT$ 12' W4!. I 1-8' GATE VALVE Cn OL `z0 •-+- ._ = - -- _ TC>p Or ry 1-BLOW-OFF :aSEMBLY 2- J'S: 8' SDR 21 � W - -- _ Q£Y..Jt7sBf RELOCATE IN PHASE 2 --. - - e PLUG �- O - _ EX 20 WAIER ESMT. P I I 1 N ,- `-�- - , -- - a I 1-4" PLUG p� 4 r r r - -`9-4. G.V. AIM;[ E,�SE�j - I SRN NE -� - � -.� o _ �--�'" ��g6 � f.K ypl/NNL1£ RO -,+ - - �I -- _--y--� 3�'.44 702- + _ 20_0__ - - v-"� / J' - j✓„� r.`-" 4 �6'g EC-3 WITH CHECK DAMS 0 RA1NV1 R _`-�'--tC � 1--�i R=7U0' �,-- _ 100 FT. C TO C rs•`L.... .ems \. a i-- _ -`_ `"- /'+ a,mifF"974.eid'_ O i l f' 352 I ` r LOT 12 I, y _ - _ _ 8 S 35 S�'FR p \ 1 +` 4' 20 FT. SEINER OfiE I I -" LOT13 8'WA?ERSTUE- �• \ ------------- -- -- -J TEN[; TO 5' aeroND ' �� \ -' � ` = a - i- 22 I/r a Ex3 -B" PVC SDR 35 CONDUIT I WRIGHi SEVER LOT 14 G \ RUN L.. Q J . g' � 21 ��--�3 EACH CONDUIT TO BE 90' j zotiED y1 4y L-- J + + 2 \_ EKW To 5' �,05.60 SPACING TO BE 2 O.C. �IIARK (FSE: v�ivrt j , FUTURE rw=fo6.5( fk, �l0000 (41 PIN. 76-A-53A "r 11=696.65 FOND SEWER. ur. aUr�as.yo WITH 2'X4 PAINTED POST. I ENTRANC K MA48.45 (toe ro art vM RES 10 ToopwClCI DR4*y f,. RAAiv111 ZONED Mt END PHASE I SEWER ~' _ USl : VACANT PROVIDE 2 JTS. 8' WC SEWER tl 0. x 704, PIN r-A-53A I , I - B' PLUG I 702 ' w J 05 r� N t _rn - tocc j . V) 11 C-)I -- - 700 P0 �2y 695 R -� f I i 690 I 1 585 580 575 - - --- I 0+0C 1+09 2+00 �- 3+00 :_3M LOW POINT ELEV = 705.26 LOW POINT STA = 6+09.98 I - 150.00� VC FVI S FA = 6+ 10 W HIr,H POINT ELEV = 706.99 s F1'1 ELF V = 70G.11 CD co 'I POINT STA = 8+2C. 71 --� 6 0. oo' vC I-- c6 PVI STA = 8+50 o o �- F'-' 'I + CO Pb'I ELEV = 70)'..51 c o �o 0o A.D. = 2.00 �r rr r� Z ^ + o lK = 30. 62 + o II A.D. - 3. 28 , rn o V) Lf Cr) a � � V U � cr) U m m �,•, W W w SEWER MANHOLE RIM= 706.50 INV. IN= ?00.00(4') INV. OUT= 699.60 n - - - _ _ --- . _._. 36 MIN. COVER. MIRED :2- 2" i STA; 4+00 STA. 8+62.34 _ 12' CLEARANCE EXIST. 12' GATE VkLVE I 1- 12'zr3'-TEE U REQUIRED STA 15 EMT. OW -OAF 'Y - E S � S . i 8 GATE VALVE STA 6+ -AT- ' G T - - - STk 3+78.91 _ 8 ` WA STUB - I FIRE HYDRANT ASS'Y. 15• R.C.P EST. NV.=700.1) _ 1 SO FT. 8" `_,D 35 SEWER 0.53% -� =•2 F1. g" SDR 35 SEWER 0.50% S'A +54 AT WATERLINE A 8+93.60 15' R.-P. EST. INV.m698.73 1 12'x6' TEE 1 6 GAT V TA E VALVE S 8+98. 0 _ _ _ _ _ ._- _ - _ ..--} . -- -__ _ _ _ __- --..-_ _. _- -._.. _ .._ _. _-__._ _ _ - W SUMACE _ __, _ 1/2.' M 9+8&25_ -- STA 6+76 15 CIMP (C7) 1- 12' TEE 3 DO111ESTI ' WA1ER 1- 12'x8' RIEDUCE:R S1 7+38 1- 8' GATE iVA14E 2` PVC SDR 21 F.M. 1- 12 GAA VALVE _60-F--e- 2r CONNECI TO EXISTING 1- 8' PLUG_-_- SEM:R STUB, 1 i I i c6 h u� �i ! ^ <o � co tacpps co � �r ^O Q) ^ ^O^ �� C) C) Q � 01� O CSO I n I l-_ 4+OG 5+00 6+00 7+00 8+00 9+00 10+ 00 RAINVILLE ROAD PROFILE GRAPHIC. SCALE 50' 25' 0' 50' 700' 1 i I INCH = 50 ft. NOR/Z. I /NCH = 5 ft. PERT. RAINVILLE ROAD EXTENSION BY OTHERS. CONTRACTOR TO COORDINATE UTILITY INSTALLATION WITH VDOT CONTRACTOR AND APPROPRIATE INSPECTOR. SEE VDOT PLAN( FOR REQUIRED E&S MEASURES. --- - 40 0.00' `✓C - - o w "� u, - cp 0) + v ai Cy) W P INT ELEV - 696.29 LOW 0 _ _ LOW POINT' STA = 14+34.17 705 v PVI STA = 14+5G cl) c,� PVI EL.EV = 693.83 A.D. = 4.95 K = 80.84 700 SpR 2 _. Sp & - _ � OOO C) 11695 690 STIL 14+19.51 _ 1-12 PLUG (WATER) 1- 1 ' GATE VALVE -- - - - .� - - 00 --- ._ - - - --------- - -------- - --- . _ __ .- ---- -- _ _ - - --- ---- 1 Y�-•OFF {REIi)E�AT€{} F .jTA �OEA}- 685 q 1- A 3. 12 SDR 21 cn 1-4' PLUG (cQRCE--MAIN 1-4' CATE VALVE I Qk 1-JO jr 4' SDR 21 Iv 680 II N O 00 C0 � ^o n 11 +00 12+00 13+00 gilbert w. clif ford & amociate8, inc. 6W" v Lind Faso MOMS 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: ,540) 665-0493 E-MAIL cliff ordO 1 bigred.com E-MAIL : awcliff®®mnsinc.com co 675 rn Oi cp cp n 00 rn rn rn rn r: 14+00 15+00 16+0C 5 1/22 01 ADDED CONDUITS AST STA 11+40 4 12/20/00 REVISED WATER SEIRVICE TO ADELPHIA _RAM RAM 3 12 18 00 REVISED CULVERT STATION 6+50 RAINVILLE ROAD-- -- RAM 2 12/2/00 REVISED PER FCSA (COMMENTS RAM 1 1 IZ24 00 RE'ASED PER_AGENCCY COMMENTS - -_-- --- - RAM "M DA= /r C*KU rw RAINVILLE ROAD _ CDAM to-10-AO PLAINT & PROFILE "HOW fRWERICK COUNTY ORGINIA I cF__L EMERGENCY OVERFLOW PRO E:LEV. 688.60 TOP OF BERM- 690.PO ---14' 1--- V.D.0. T CLASS A'; RIPRAP 10'x3O' CLAY CORE 6' TEMPCIRARY PVC STUB WTH `i DEWATERING DEVICE. REMOW a� FOLLOWNG SITE STABILIZATION — u 100 YEAR WATER SIIRFA(E 7Z N ~ ELEV. = 688.83 10 YEAR WATER SURFACE ELEV = 687, 78 — 2 YEAR ,WATER SURFACE J ELEV -, 685.90 686,00 -6' ORIFICE AT 68300 (PLUG DURING CONSTRUCTION) REMOVE PLUG FOLLOWNG SITE STABUZATIOW PR)" CAGE TO PROTECT ORIFICE ` �— PRO" 4'x4' CONCRETE PAD AT 4. ORIFYi INIIEPT. DETENTION POND OUTLET DE TAIL PROPOSED MH #2 RIM =706.5 11 INV. IN=698.65 708 I'qV. OUT=698.45 4 F M INV =R99 ?3 =X:- 3.--*C-- !M 48 15 Bar E.F N01E;z 3000 psi Concrete c4for 12' thick EMBANMEEN r TO BE PLACED AND COMPACTED IN 8 LIFTS NO TOP!a, ORGANICS, OR STONES GREATER THAN 6' DIAMETER SHALL BE USED MATERIAL SHALL BE COMPACTED TO M OF MAYNUM DEN9TY AI PLUS OR MINUS 29% 48' OPT" MOSRAf CLAY CORE '0 EXTEND 5 FEET BEYONT) ENDS ANTI —SEEP OLLAR DE TA 9L OF EMBANKMENT, AN) 2 FEET BELOW FXISTING not to scole GRACE. THE FOP OF THE CORE SHALL BE AT ELEV 6880C .DEPTH OF CORE TRENCH IS GENERAL. ACTUAL REQUIRED DEPTH SHOU(D BE DETERMINED BY 9YLS SPECIALIST AT FW TIME OF CON;n CRON. MAVMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHAM MEET THE FOLLOWNG UNIFIED CLASSIFICA TIX SM, SC, AIL. MR CL QR CH. PARTICAL 92E- 951 PASSING 1/2' SIEVE GRA VEL AND WIRE MESH DROP INLET SEDIMENT FILTER r 4r 4 � II WIRE MESH SEDIMENT FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION 13 APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR y5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-2 --- SHEETS OF 4' X 8' X 1 /2" EXTERIOR PLYWOOD OR .EQUIVALENT I II 4' II I TE AIfPORAR Y DIVERSION DIKE Compacted Soil ! i 18" min. I I l i l .---Flow �— 4.5' min. SOURCE VA. DSWC 6„ — RISER CREST ELEVATION —POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT LEAST 3' INTO THE GROUND. 8. BA FFL E D E TA II, PLATE 3.09-1 'I 12' VARIES RAINOUE ROAD (R.0 W1 VARIES) MATCH EXISTING PAVEMENT a VDOT CG-6 ZING pAVE►�ENi 114 MINIMUM Ey,IS "' T i 1 1 /2' SM 12.5D 3' BM 25.0 12" 8' 218 SECTION A SECTION AT PROPOSED ENTRANCE 708 I f� ti L—T-11 EXCAVATED) AREh DEPTH - 4' I.I I II ORIGINAL GROUND ELEVATION HEIGHT V/S. WIDTH REQUIREMENTS I�ORIGINAL GROUND ELEV III— COARSE AGGREGATE -III— I I —I I -III —I i t 111 � =III III—III=III TIAI I (EXCAVATE D) A� FILTER CLOTH l l i i l l l l I L I A II i i• 1 1 CLASS I RIP RAP GROSS; SECTION OF OtITLET DIVERSION DIKE AGGREGATE SE GECATE C O TH EXCAVATED AREA COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 ® TEMPORARY SEDIMENT TRAP; VESC 3.13-2 - NOT TO SCALE — SEDIMENT TRAP OUTLET WEIR LENGTH, A 18.0 TOP BERM WIDTH, W 4.0 RIP RAP TOP WIDTH, B 3.0 HEIGHT TO OUTLET DOTTOM, Ho 3,0 HEIGHT OF BERM, H 4.0 RAINMLLE ROAD Cr 702 + O w r- z I Ln I � I I I STA. 04 58.48 < 12' SDR 21 WATER MAN L 1 - 12' x8 TEE �? 1 - 8 GAT VALVE 596 I to w J _J I � r 8 p� SDR 2?' liq o STA: 1+13.57 �3 1-F.H. ASSY. 1 -8" GATE VALVE 2 JTS. 8" PVC SDR 21 1 -8' PLUG 590 0 0 0? LID o a r i � r• I 1 +00 WATER MAIN PROFILE FUTURE MURANTO MANOR DRIVE GRAPRr[C SCALE' ,3075' 0' JO 60 1 INCH = JO ft. HORIZ. 1 INCH = .J ft. V£RTIC.4L m 0 Z Z W cc o0 U U ck� Q:� L�j0- Ck O O c7 O � CV < N CV G N �04 0D 0 � .. •III$ >�� V D O (0 W m � a� L C C r � C Cd J is O • 03 PA OQ Ir 8 LL W. \Rv I A Y p J 4 ; Z. Q o wv �pw a( $-Cnz _ coo 0 ui 0 r [`N �Z i Q �O NN00 _ SCALE: DRAWN BY: ✓. 0. S. PROJECT NO. DATE: 10— 10-00 SHEET 5 of 6 1+00 2+00 3+00 4+00 5+00 7+ Ford FC HH 77'HC-158 SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE 2" custom setter > PROTECTION(WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE (meter by FCSA) trench width cast in place. access door, standard '. as re uired 1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH centered in top flat top for 40 '< UPSLOPE ALONG THE LINE OF (see note 1) 4 manhole er steel olio. schedule it steel pipe filled wit E:NDWALL STAKES. 'g 70' MIN, EXISTING varies 2 max. .: concrete and pointed :=< PAVEMENT finished yellow '�`. 2 A 3 at property line _>': 7' 6'WX. 5:1 1 (see note 2) grade ". "<' FILTER CLOTH MOUNTABLE BERM 6" MIN. A (OPTIONAL) c •• concrete rt - t O 1'-6" O TOE OF FILL CULVERT ✓ r �� E _ roadway box _/a �-` /✓ I'll SIDE ELEVATION 2" type n copper - 3' riser section encasement 3 / for 4' diameter concrete pad i'-6" sq. x 6" deep s:a tubing (no joints ('4 manhole EXISTING GROUND from main to concrete '• o with cutouts thrust block r< PLOW � �/ k � I�/ - � 70' MIN. curb stop) BOLLARD DETAIL III I.III B 1� IN. VASHRACK 4 -}- 2" min. saddle with corporation s direction of setting to be approved prior to instollotion � 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 10' MIN. � � :: � ' � -.9 pP J ° TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN.' stop solid support blocks screw type IT INTO THE TRENCH. �- --- EXISTING water under custom setter / main od ustti le valve 36" min. ball valve curb stop 6" stone bedding u TOE OF FILL � with FIP ends, with as required concrete pad i'-6" sq. x 6" deep VDOT Rl + POSITIVE DRAINAGE 10' MIN. 2" gate valve SILT FENCE o / / COURSE AGGREGATE I TO SEDIMENT operating nut locator peg valve megolugged 2' min. - 6" max. DISTANCE IS 6' MINIMUM IF FLOW /j B i TRAPPING DEVICE 6 megalugs to main IS TOWARD EMBANKMENT / MUST EXTEND FULL WIDTH NOTES: OF INGRESS AND EGRESS PLAN VIEW - rnegaluq M FLOW / �/ / OPERATION 1 . Access door shall be b Holliday Products _ _ `.". y "'" r type /j� :r• or our approved equal. y y stone a ve minimum screw t e �c FLOII able 12' MIN. - - s r valve box 8" a) in non -traffic area model no. S1 R3030 - a - �'> I of 6" above top of base OPTIONAL STONE COMBINATION }'�� ; valve box I _- Il b) in traffic area model no. H1R2424 r t � '1•�j•x'•'�'."'�" �'` ` 'f "'• `t"" !� � One II l 3" MIN. ) locator peg SHEET FLOW INSTALLATION 3" MIN. 2. Water service crossing street shall be encased > in 6�' diia. SCH40• PVC or SDR21 piping. The thrust 18" to 24' (PERSPECTIVE VIEW) CUTOUT DETAIL p p g block 8•x 8 X 16" solid black megdlugs piping shall run from one foot beyond sidewalk, 1.0' i.5 FILTER CLOTH (or valves t2" and larger) SECTION A -A typical across {the street, to one foot beyond sidewalk. ( 9 ) � l •r�' yK i h �� *' *: 4 +, i+ M+r ) *•>+ `..»' mechanical joint FLOW swivel tee with ,•.�, `: 1 1 /2" and 2" METER INSTALLATION _` 6" branch Figure 6 AMENDMENT NO. 2 - APRIL 1997 GATE VALVE / POINTS A SHOULD BE HIGHER THAN POINT H. AMENDMENT NO. 3 - OCTOBER 1998 Figure 8 FIRE HYDRANT ASSEMBLY VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP REINFORCED CONCRETE p p DRAIN SPACE Figure 9 TO REPLACE SILT FENCE IN " HORSESHOE WHEN DRAINAGEWAY INSTALLATION SECTION B - B HIGH VELOCITY OF FLOW IS EXPECTED _ (FRONT ELEV_AT_ION) -- SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOM: Adapted from D of Strn end Fabric Filler Barriers for Sedtmentr Control,VL DSW PLATE, 3.05-2 SOURCE: ADAPTED from 198_ 3 Mar&nd Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 top of maoxile at 9ralk � oeIrcnt ma unless otl�se d.eded . R 0 CK CHECK DAM Sherwood ad Tyant 16. top stale be set IB min. abow grade in easement areas r-ow we w rea.a - - ( squore sW pod 6' tNck - "'ronwar.y`r,wAr `>p '� 2 ACRES OR LESS OF DRAINAGE AREA: F-U r.dsautw .+... agpcnw _ _ ;a. L �` contract« to grout mwholr rAL CAw .c+Iw Jd r e a' carer n pbu - P9 UM C 914 T - ? Pe' Urr C(r - vo•. ;olio S,aw.w CawIh . o`.• rw 7 IwA Yo`� pF. l` 4 bads (3/4' olds) P. Com,rurAlm .�Mq Ps'�/ ywwv 1 t oddment fings (11' max.) i - �'•� _ 3' -_.--• �- rrPrAL ACTiwbA7( RAD•At PLM �B4 Y FILTER CLOTH ------ ipf USE M APPL,CAHt( 5TR(ET y a .. rrDc prwEcrr,ws AtD cowrcrfc,a era roww, cyE r.aty • rnoz. (OPTIONAL) - Yf�m 1 L'a•Y.•h £NT4.MC'C: S. (H1a', Irma ridllt Mk�l�a1°0 1 • A RADIAL PLAN cww 1/i' sat srorovt Crr, PtrrP7,A) - Es I Es _2____ P (DOWNSTREAM VIEW) END -SECTION i2" 60" PIPE ALTERNATE END -SECTION 12" - so" PiPE __. -Fby ALTERNATE CONNECTION _ • 1.1i the a, oattef end -,.abaci rue o• d on e.,W end 4w eq ut»-7--- -- �- par Lay _._s- - - -_•'.- A -- 12- 16• (lyp.� 1TDOT 1 sv a"wI",fled .wtw. - t calcrek ASTMC-150 i qDt sppn,wywleNrww-t«rqm _ Die _- ?O t!' /7 /q - / -� - - ---''-�J - -Oq Co«+ecrm Secret rnemeo_ - - - - r0 - - caarella, na,r / �� ` 0 w �C X r-- -- X X '- X� C "Dd 1-- - -- - - _ �_ o i`4► . < paleer 301 mosUc appied COARSE AGGREGATE E a n t - - - - _ - s de ` a slaw w r g1 ` _ t. b� bo';o ext im side d Joints Conrreis to E Concrete !J vas ' B .--�� ,aao�o A 2 ' , Oa0 ! - - r Detniten plots anti ,x1 .- - - 51dw.w i. o 4 FLOW j 3' ' I -}-----__ 1-. 9 -a / \ soon► 1 _ JJJhhh _ � •o j _ __ _-, �\ joints ore to be ed sime r2r w, low Ijng PLAN PLAN Toe plate to be punched to match boles ,n skirt kp. 316" gaA bons to be turnisnedl LenOth of toe ptdl4 Is Wt IO"for 12"to 30"dto. pipe ono W 1,22° A-� TANti£NT PLAN efl r-- C 8 --•i __._._-_... C _-_._._-_ B ___.. L 1 RewtFili� cell for 36" to fi01" dia. pipe_ - rSprETRK 4 noble -� Skwl Sectwrb for 12" to 30' du Dtpe to be made m one piece v��t• - Skirt section Skto Section tot 36"to 54' den pipe may De mode from two :heeft joined ley flvef' 1. - pipe to manhole 2-10 ACRES OF DRAINAGE AREA: r I r." t Srd crr , CV? 14 vfwf. i BwwMerl _.-=- ';--3'�. ' , �nq or bolting on center I.ne,60•moy o+econsfrualed �n Spinces. 7n1, I , rprk�c'tion to be tour I \ i -.�,- �;. r a rr► aro...n, eve ,wtr rAmr, a ry 1eaa A .1 tit: rw I{m „ A n aeoAr rile yYp,e,HrwY NY a Connector Section, Caner Plate and Toe Plate to be some steel tbitknessaz skirt. --- 'U.reH A•.o - --- repAre„rrro dMenuwa.drrwrq „rfaxwaArJ 4r rhoWIr<.4,A d ICitrand'),aa rro*a lea aw'l�e Ilexible Sleeve ;4"M_lab,e umrt v ,rHnv w.tra a.,d wo o rYa','a+ W°ra,r a can 1!n Rraael Tr. M.U..add aroN D° vvlaAd 4' do e.aoaai aW'apar. --_' I I• Lnd-sections! and fittings etc to be steel of atumnam alloy for use ni•h like pipe �• if ifid Channel to idE 0 A srd w r ("- _ _ . r wile Raw AA i nnI ucxed a -I.- „ p. d ,2„ M 3' a• met. A y - - -1 ._' .<_ __ . --.-- - I- r Cc d -- = f w• rw Aiwa d cvro 'Jet° ro a Dow ad wrwalH<aaA »&A , der e r . g ,,., .y a smooth transition in to o1R, d 4 -0" rrax. V ?0*Approx. r __ . er,sacw cmam.crw, lad .frA eomdree Du,< for oll Connections r% ----- -`--- ____, _ u r.eQ ff.nr f, ac.aA.nre. -u De vwla,a rm ,e.aDw4 Ao.rweo/wrr "Pula, . •, . - 8" SECTION X-X END V�Mf SECTION X-X EH[1 VIEW - w - 4.y ! sae r L -- -- I - --- -i- uA., un r ca n pas Aw ua ad e d dvo,r raM ilea P.•ecnA car•a'i 1. � top of berldl-poll _ I -- L. noAa A.. 11A bottom of n • :��c :. 'S `':.� some r lea ` T tier. as PLAN Where Fined F.rd Seuons ore 1 _ - - ._ u ,T_- .- E., - TTCMI_ DI o se° wiM as halt ox 2 y= I Slope SECTION A A r>tA Awn my ur Rwyr.w, awr o a ro e. vas . ed«so r c a. re nor. mrp min ,war ar fro raov to lotto rtarnel „i,+• r;� .,5. .='+ L. rM. .�- t I Appr pra°n a cexi In pan rka . sY. oaAfn r imp far muvrnr,n ton: da uHr , %7• \LL�a`,t lop al pPe - - - --- END SECTION 06�EN5101J5__. 12 4 4 . t : - • - cootad and Domed mews °toe. ' ; • rt FILTER CLOTH DIAM. A 9 C D E �- ! a I s.enot.vro . -- - Z' 3� IQ !r - Z-S end sections do not eed I ctel"a sldwraa and tAom" -_ -_.y 4 to be coated ur pave(1- , r'w.v,aob• Coulrwto, C✓D rogw .,N d +soa.rad are u,W fir d rti a.r., as aril ylra /a rgor a+fc !ems? A •. ° • • - f2•' � 7-0" 2' 0" 4'-d 2 0' 18T--t-Y-- - rxr �9c 1r + i ..wawa slaa.wA uroNrrroadrw a (OPTIONAL) n _ - _.� , ,N/If ( &w as jlxko C rn D% ".Iv P 1 II -� §r-3-c-k 4'• 1• a _- 5•glo IYJYUAIAxb - _ _ ry wDB aq ' „murrP .. ° ° 18, fi-1 3._ ep � � ru w parr m nsD . -- -- -- - - .assc. 10, 1, x- r- s-o" S-_ `- 10 $. i :. -1 ._ -i' 4 - " - -- --------�"' moron a ,n ran .nA ,. . - , q b ram. �, ,H. s,a, d r, (DOWNSTREAM VIEW) _ _ �'�""� ,«I ca, wrf s,olwla LTi, r a Ifr ° 24" 3 6" 6' I" 4' 0" Qr • M. i i I l} ' . _ •___.. _:_-a---1: . __ w or w). a.+ wrma,n III. motaw are weAgwaron . 4 / _ _ _ 6• bedding stone 3Cf I' O" 4 6" t' T . i 6•I ., S-0" 33 J, 2-1 i°� ,�,.n., ar 3b" I' 3" 5 3" 2 e t " 5 0" _ 3 -2 _' .._. _ .mod .H, f ElpW WW.T.fId-a N �o,�,m„`'a�'wrhvoWDfaKr':'t,w N1w.:.i,�a a .,w a n"r'at�r�" ,«+ 111 -16 llwd "aria', ti 00-wil �„r�°`ti .vlr rrDOT ail -. + -- + TYPICAL CROSS-SECTION u fournt frorcan be mw°.rAw,wrr w P4os.a w A'S"0 r,M ley are• M alrser I've ,tale n"ir-its as IN.., a, A*w COARSE AGGREGATE - 48 0 2 0 1 rZtd wa ,rl,n d va-w a ,10wraM o " air 42• 1- 9" 5 3" 2�II" 8 6 6" -Z-11_- ... -_.__ I pdoe s Aua Iron a vw A w oau sole a,Wtly /Aprr.aRA. W r [ t7+nto . w afw.rl ,el a r e.nno .eAfc. ,lO row. 46 2 6' 0 2" Y' O" 4 ' _ �` . 1: PIE SWEET THICMSs A a a1Oi __ w . __ 0 8' -roe _ ' -^-_ _. -_ ...-- .-- _ .- _ _. F!'" q s0Y1siin 4drwYA d oa r_trr, err.M rat.rr.wa,cttre _- __- NDiE$ 1. Ilafiak sections shall hove an eztemal c°oing d approved b duos c water p�nq pnor to inslolalion. nA TMEL ALUM,"uM - L CURB RAMP t,^r'a„` ;� 2 It adjlstnlenl elevation exceeds two inches use concrete adjuslrnenl rings with a aderor coating of _ T Me. rT Y 1.. Pfine -- -- bit ale" proofing - - Iz• O54 ocD� 6 . 6 _ FLOW 6• z1 1 24• 24• fR5 uftastic w rg 3' -_. T lP QNS WITH :tOBiLlI Y fMPAJRMF. N.TSI we 3. Final usllrlent of rnmtlde frame be stints and lean -sunk grout. .- ' 1 H N" f36+ D60 7' 6' a zs 30" 24' - t•.-- __ �'`. C' _ e ,�-',-- • "F'• ^-"'' -IeT o64e.. -'MOT 9 10 31 36 P4 71a7A9 VOXNVA 4i PARTWif1 OF rRANSPWFAr" W4 4. SW * to be orWfld manholes located in sholildets of roods. Z _ r _ _ _ _. I .-------._�._ -- - --- -.t 5. Fbt i cosh M be M on shako m°Mok (6 ff. « less) installations 21• 064 06o ro 1z• �- _ � .t �� z4t ..___ _ _ _ . -.,. __. _ .. op n9 _ - -• W-E -of Ise41" Msfee w aa•t aw TOO Plat! -- '._ - T _ -_- -- - �. r-- - --r - r----,' .,.. T.- Doatd - Elea SKI- ftW encwn 2.4' _064'-t)60_- f0 IS' 6• 4i i8 24 on w• 4,1 I1 !let cwt,"'or ewc,+ I- _ - _ -' _ a64" W . rat 16, Ir t��!!" 60' 24 ln. xtr a,. daaq .ro.n ar Hare 12' Cvnter: -- htpx ,�: -- ems• K 1 s• T sat rz• lee : STANDARD MANHOLE class I RIPRAP _ ?,r. •� - _� _ . _____._ _ ____.� •M "gfrr, Wit"..e, b. "duct° or .. _.__-_ t __ .Y._. _is -- t me d,l torus m trnyntw'or le 27 r2 7e 90 24 -r _ ELEVATION 4r 064 1°6 I6 3!' i1 se e4 x Figure 12 S OCAr 103 N 30T 12T 64 I e6•� SLOPE DETAIL �eoe r D€: 4'�."t" Ades' iss'� le•`�as' it 6i' i:� ss`' SOURtCE: VA. DSWC PLATE. 3.20-1 drop volve box SPECIFiCATeON u SPECIFICATION Z" SDR 21 •_REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS FLARED END -SECTION FOR 12"- 60 METAL PIPE CUL-VERTS REFERENCE fWshed gr'a& cover marked sewer FOE3�E MAIN SEW R S RVICE LATERAL GINIA Prune: codominate leaders ` DO NOT prune terminal 302 VIRGINIA DEPARTMENT v'RTRANSDPORTA ON T 302 -- PVC M.P. X H.T.S. leader or branch tips TRANSPORTATION 102 01 or ozgasketed adapter C 1 screwtype roadway box FORD 8I1-666 F1••� CONTROL Pant n,bbing « -�- i�l VALVE W�2` FLAPPER TYPE SCH 40 crow branches 2• Fad Bl1-117 ball valve with ' 2' Ford 811-777 ball valve with PRESSURE MIAIN OP NIIT (aTd SWW CHECK VALVE _ 2" square operating nut (OT67) - min. 2a square operating nut (0161) 2` SOR-21 PVC 1 1 /4` SOR-21 PVC rc sbwl a}roan tome cG 'f DETAIL I DETAIL 2 DETAIL 3 EC -I ��y !f� PVC Y.I.P. x Prune noncom crotch angles rRea.t a bo as A twrodnq w lea, fin. �g �B 6 _C1 $CreMtype 2` �rPVe��GY X GASKEtED ADAPTORC DO NOT stake or wrap and water spouts ,no.n rn ph.., �' foae"Or �NT I- _ roadway box • /�1��.{M X trunk unless necessary i- Prune broken branches �pod.,a to be e. -..� T ! 2" SDR 21 1 1/2CASKETED C Remove all anti Fels / \ � Redid ot,w. i tM.n an Mdr� 2" I I ' - '1.1 � D A ct,rE end quite, A _�, A :: -.� --�: _ A _ l ( / tops / r:= t ! I A �]j (7��T�O�jJ Prune suckers \ I t 41'd CC-a7 C l� �!1 1 a1 r� v B I I ` \ •e.it -�.1 I` �._--r`., �^.t '... _.....t- ._�. .. - I _ 1 1/2o 1 1/ai` M.I.P. n 1 1 f4• CIA oway all baling ropes �� 2'-3 mulch kept away from trunk s So I ii b'..�_ I a - i • 6 • - - - - _ ! -. �I{ OR P.i.. ADAPTOR SW Soil feel to contain water ' opnOfrafFlpr On °. canc..t. --y.y.-y- 0 I I1 SOR 21 'VI(: R.O.W. _1111- -111 Remwve top of wire basket - e -- "� 6y i e� _ 1. �} ^\ WC kI.1' X ----- _ - --� - Support valve gasketed adapter VALVE BOX e __ [.pmafow t � j E.pon„on Jane I l B A _J SECTION C-C �- sN--..« sit-...._ _ e box with brick a C4� r4alt: wkllh -e• 2-0" a at u.ntne .aod.wy r ,freer t <at«'pL� I �, -�P _�w 2 SOR 21 w I art ally to kf tl, wale to PLAN vlEw II -� utawEt+oEr b«kral :aft U= " `' \ I IN -LINE BALL VALVE BOX wAJD TYPE � "'�" sae h wan settle soil, finish Wckfilling PrN SEWER FORCE MAIN PVC M.1.P. X � SEWER i 1 Dope, GASK TED keo lot water drainage e' Reerrtove container and cut circling cenabue: Grose r••a•oee nth a pernbol,c nr,e r,A�"alien.' Goor.rrlM, -- t _ r. y DAtf R Leave solid Soil pedestal - d0 ItVr1t• i V rocots if rontainer-grown, « as much not dig deeper than bal depth 1 tx etr rtV 11� 1 1 /2` lwnrlap as possible le if Held grown r� SECTION A -A 9 ` �� l SEf,TKJPt A -A F.brv. SECTION A A . n rrvetr,n ta.. f., bo. -I <.rolrot.wt ��W �Iz10' Fa a►oic curve - - N • u•a•nefe, ':.r ,qnd pipe,ilea r01 pwa arch one ba< r.,yhtLOW MAIN � SM-21 PW 'n Eaq• of Snodd., 1 e i Uo. D - ...._ I a Uwtynai roe Ent 5r p Y, 9a �_j_ - - - NOTES - - - ^ - a Fa n irw .nnerm ws D.... n c III!, oo.r n nit w°,acnw. wn,a ,n• ".." I , Dig hole 2-3 times root ball width ".ales Roedwor •• "-._ - - - - - - - - - _ Wh.n Si'd Cr-" w twtd for wntra,cte b.iffIwl� In c. i-flon .ilh VDOT p, ul.ct., plea,, a .v 4eo• Tory " `' •" D not. the ,ells.nq• + irm 5•'-onoo,.r Reode n,talal�oa r•a.,.,ne aoaon cmra ,w.y r,•ue ro general backfill J { - - traeal a aw,acha• n .ptcd,tt on p •nf [w iN cl sin o b bs r acc °•swotSMING ir04•4e. Pit t.,ltnl ehwe b• GOntw UCtta. _.. ._ _- sin 3D--�.-_._ _��t a•MII Z •ha.n .De,• Q 40 Len ter street eonnectlon I D 'o tM RAM irw fe.c.pt t.09,nd• CHECK ' I0'0nkaD1. fa,, Coe,ma. nd Env.' etnewetnn r.qu.w to mw,lr. pwemrt which cw be a wlt°d m �• SUPPORT VALVE 'EBBS PL11I1l1� DSiAQ. O.D. e SECTION A - A A Raddctrb o cenuano•on iwb Da ( / j I and qut/w a'fae,wf b. c.nalruc led �.. ( l l,s°r.imte rww oe ,nrwr,a "row .+i re__ raA:A w- w accwdunce 8,•-a $. D.Yon4 tM R/w rrr a.cttl er _ r<Cw<enronl purpose. / .,In one ,pec:luunont when nee <on e 24" carefully compacted Guidelines for Grade Change 4 Prtcl, n ,.,Ih standard . - �S g CC 3 w CG•7, th• rwb fw• oe tin° Y \� ptA1 N. DEPTH - elect backfill Stondwd ■ to bt oe}ntea Io motile en. Din RtD Rep i -- -- -. C-AdIAhw - • • •' Rip Rap Enhanceyok,m. 'Je tk able 11e �frn,Lrn-xittN° curb con/iaw.1- Fabric Cine ) 2, •.:• 49r, Imam v- lsua vPDI 3 % oebe t-dmd AGt12his Stand, d pip d`"'� SFCTX}N 8-8 cre.11 _.- � , g" 2 12 2 00 REVISED PER FCSA COMMENTS _ RAM Medium I500-1300 YPD, „,. a wn.n to..ntran<..odiewrwta<a,nr•.dott O.D.y ::. - - 1 11 25 00 REVISED PER FCSA COMMENTS RAM _ 1-n. lists (M)n sa(:r YPaI , 6 / e / the Whin te9u4 etnmta or anll<Ipoted Muvy truc4 tr0111C, COntlderCt.a, Id ftl bt given 10 ----- - :ncr°efirq lht de th of ado-M prep°,<d pp NO. DATE DEBCPoPTION BY CHK'D. °ide.m to 7 inowe t uw Typrd $#mole :hot., w pim, nr nrrm.l rid° w,ae. beflorr, .,den, and deprn - P L j, H O F pCl /iQE/1� i8 Yoptlord mowlM may be used fa °ntrw•ce, u' cno•vW. duth n, _',,eat wo-a. _ RE V tSKX A7 In cat ,ectiwv, 6,• 0pnanel faefr,e may ,•it- .wpi.9 of stone aggregate = � PROJECT NO. '"ec de Pan . °'.altr SPECIFICATION STANDARD a gilbert w. clifford & associates ine. ADELPIIIA CABLE METHOD OF TREATMENT- REFERENCE STONE FOR EROSION CONTROL lRonald A. Mislowsky, Jrz DATE: CONNECTION FOR STREET INTERSECTIONS - �4. 303 VIkGINIA DEPARTMENT TRENCH & BEDDING o CERTIFICATE N0 - - 10-10-00 S0' AND COMMERCIAL ENTRANCES as ~ Figure 1 020674 ng' y MISCELLANEOUS DETAILSSHEET vlRGthtA DEPARTLtENT a ,RAMSPORTAT1aN 203.08 •-_ TRANSPORTATION. t14.01- 9 E sneers • Land Planners • Surve ors REGISTERED 150-C Olde Greenwich Dr. 200 North Cameron St. PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 �' E-MAIL : clifford01 bi red.com -MAT w lift mnsln .c FREOERICK COUAVTY VIRGINIA OF