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035-98 Frederick County Sanitation Authority - Water Tank - Backfile (2)
704\ T A L `70M K _A T, 7\0 7t\V /A 7M ' J A _UA 7C Li `7 L'LA 7$T 7C)) 7-1. 7 �J (C3 � 7�L�_ 1 1 70 �_Aj7 �A $TiJ 4� 7P CONSTRUCTION NOTES. G N .� 1. The contractor shall furritsh oil materials, labor and equipment and 5�n rm ail rhed including restoration for the completed ind oWion of the utility systems and oil other improvements or imas necessary far the completed fociGty ready for use. Unless otherwise no specifications ll workbe in accordance with applicable Standards and Coq*ructian Swifications of T] e Ytrg"inio Department of Transportartion, Virginia Deptutment of Health, Frederick Countyartatien Authorityand the contract documents. Z. The en er Etas attempted to locate existing s utilities; however, such may exist that are not shown. The contrat or shah exercise care in this work so as to - avoid damage to cry utilities. Any damage shall be the contractor's resppnsittilit . The contractor shalt notify all tiility companies 72 hours prior to construction. Cog 'Miss Utility' 1 1�10-257-77� 3. the contractor sholl be responsible for off constructiion stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beglrrning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shotl 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 sholl faithfully adhere to the permit conditions imposed. 6 © S,giT rig for improvements to be confined to the project area. Any work performed offsite is the Contractor's p 7. Cutsheets shall be submitted to the r for approval prior to ordering strutures and start of construction. All cutsheets should show existing groundc elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL. 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized dung the construction period. 3. All erosion control structures shown or as required during Construction shall be continuously maintained throughout: the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more then 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FiRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times duringconstruction. Temporary street signs and oddresse� must be posted as construction begins. Parked vehicles and saging of construction materials are prohibited within 20" of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shoes coordinate with this a envy and arrange for inspection by the San' ation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be fug?d with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eigqhhteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green Sewer lateral etevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and over be properly aligned with its meter box and yoke bar, 2) the frome and cover be set to final grade of the lot, 3the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) oil components of a meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install ail water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer 6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and make the top. The contractor must make opplication for and pay the cost of Zis work. 7. Frederick County Sanitation Authority approval of this site plan expires two 2 years from date of approval. 8. Water laterals that cross the street shall be in PVC pipe. The pipe sholl be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor sholl tie-in a new line to an existing manhole by core drilling the manhole. VIRGINIA DEPARTMENT OF TRANSPORTATION 1 All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations, 3. When working on VDOT ri�ggh�t-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-wo 6. If required by the focal 0 4sidency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notifythe local VDOT Residency (>fifice 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 V'krginig 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 on adequate design con be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfiil of unlityy/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 quolified independent agency shaA be conducted as required in the VDOT Road and Gridge Spetifitions. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standord CD and UD underdroins shall be installed where indicated on these plans and further where determined necessary by VDOT inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way most 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 re��ired street signsge and/or pavement markings must be installed by the developer or; at VDOT's discretion, by VDOT on on 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.O.T. Engineer/inspector. SITE Vicinity Map Scale 1" = 2000' MAY 1998 gilbert w. difford Engineers 150-C Oide Greenwich Dr, Fredericksburg, Virginia 22401 PHONE: (703) 898-2115 FAX: (703) 898-2115 • Land Planners (I C7 � If. 8890C18tC8, ine. • Surveyors 200 North Cameron St. Winchester, V'rginia 22601 PHONE: (540) 6+67-2139 FAX: (540) 665-0493 SHEET INDEX 1 COVER SHEET 2 SITE PLAN 3 MISCEI AEO(k DETAILS AND NOTES OWNER: FREDERICK COUNTY SANITATION AUTHORITY ATTENTION: MR. WELLINGTiON H. JONES, P.E. P.O. BOX 1877 WINCHESTER, VIRGINIA 22604 PHONE: 540-868---1 061 FAX: 540-868-1429 DEVELOPER- FREDERICK COUNTY SANITATION AUTHORITY ATTENTION: MR. WELLINGTI+ON H. JONES, P.E. P.O, BOX 1877 WiN("NESTER, VIRGINIA 22604 PHONE; 540-868-1061 FAX: 540-868-1429 'FINAL SITE_ PLA NO STEEP SLOPES, WOODLANDS, FLOODPLAINS, WETLANDS, SINKHOLES OR OTHER EN ARONMENTAL FEATURES EXIST ON THIS SITE. # 03S- 9 <� Approved by Fre ' k County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date t,I H �F A, LOWSKY, 0 NO. 020674 91gcf ONA r t. , J U I' OP p Project Number: Sheet Number 1 of 3 _ r - it K . _ - i v \, _i / - - , , I i / '. -1 . 'r�I'�/. " ;4 - _ _ _ ti_ _ _ - +.. _ _ _ ! 1 i ` -� !+'1 "-'tc 4 \ • Y 4 `` . - = _. ' is { - ` „' • t `` i -� J�_'a- -, -� - _ ` _ -� t.. - - __ -.�-- .<t. a �`", __ _ _ Fruit Hill Orchard, Inc. �t ; , ` ,- - - - -'<-' Z- -_� --,, "` - _ � -�`�``' ' - � :.k ,.�,,,:�' '� _- ,1 _��. _ - P.I.N. 42-A-191 t� I .11 II -_--_- _ A_I:�-_ I-. -9�-.;- .k, __--._ -%-I- - I_�I-'-_-II- ---�_1-- - .- -'II - --;r-�I - --.�N --.-.'--.",-�:" - ' ---I-1 1- .-'__"''Y� -.'I.� �-1 . -"-----1'-, --_-- _--�.-_ '-_- --_---- < -�-w�- �-�I--:!-- �r-Y- -�,- �, -• _.- - ,__- __- --__ ^------ _ -j ` ' '. - ' _-___ =�t,\t _ ZONED: RA `, (' f �,, - __ _ _- ` _ _ __\ '= .__� \-_-- -- _�,.._ - . � •__.,..__..__ ' \ , ` '� _ ____ __ - .. - ._ _ - USE: ORCHARD 1 1 Lr ` " '� -_,--_' _ , � .. ,�'"' _-'N-�_1_'-__1,'-__�.§_�w "� -_ = .,_ __.. _ % _ _ _ / - ` '� .^''�..'�.-_"_" ', ...�•'- "-' _ _ _ _ �-„' `'' ^•L - �_\y_ - _ r- _- ' •,c -,-._._...��._ .. _ _ _ �• \ \ \. \ ^ ,, \ \ \ \ `� ^ _ - y ` �A _ ' !• ' _ , rr f i _ ` t.1,_II " V i -- ,, _ - ( r _ - -_- __ - - Jj Y - ,. -_ - `uli Hill Orchard InC. _ - _ _ _ _ l t 0 ,Y y �-. 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I. � "kII.I ' //! 1; ,�, 40 _ ~ _ ...- _ . - 391 ACRE - - - _ - _ _ 339 PG, 507 ..-_.2 _ -- -----I `3V23_-- 28Z:93',-_D.B.------- _'- __ -_ __..._._ " / � � ': ' ' = - .0 2-5 ACRES ADJUSTED- ;,/lI11pb . ,I II ,,�4 ,I ' i ' . �- --.------ -- - - TOT RIG) , -- --- _ _ _. , - -_ - _ -- __ - ._ _ _ _ _ - -_ � --� _\ r ' ,' l-1.6836 ACRE r ' ESTIMATED INCREASE IN / ,�' , Q' - -- ____,. -._ .__ . - - _ __ - - - - - - - ,�� _ N 6.3134 ACRES AD SST D TRAFFIC VOLUME IS LESS ,� _ _ __ . %. - _ - -- - _- " J _ TRIP PER 1�EEK a'i SEE PR�ECT , w - THAN 1 - _ X _ _ _ _ _ __ --_ _ __ - - _ - ,_ - _ -- _ _ _ _ -_ - - . . _ _ . _ - a *i�I w , c - _ ��__ B-�- - _ : r - _ - - - _ _ '. _ _ _ - _A-,f` - _ - - - , - --_ _ -- - , _._� _ _ - - �, PROPOSED 30' INGRESS/EGRESS , -_ \ \ - - - _ - _ _ . _ _ - - - __ _ - -_ -- - - - _ _ _ _.. -.!`- --�.. EASEMENT (SEE PROJECT NOTE 5) - � ' ' ~t `� r} _ _- -' l / , _ rv_) !_ _�` r __. _ i ' - _ _- _ - - - - --- , �.--r''' -- `. _ \ -_. -. 1. - - - - --_-- _ - _ _ I _ _ \ ay - - _ \ _ \- \ • -- , _ ,, - V =' " � �` \.;� 1. - _ .-- - (142r _-E'XTERIOR);` _ - � _-h -' -_- - -- ` \ _ , 1.'U q // A , _, QI�S E - . - . _- 1 7.5 ,; , ` _ - .- 4 �1 � y \ \' 1, ' \" ''` '\ ~ �\ ?� 1-1 .a J r W (0 RESI0ENCE. - `r : , _ --.._._- � �� !+ I1 ! ;i, • .. + -- \ . . \\ \ .`. \ x: { I � it r 1( \ \ 1 . 1 {� ) v O .'\ i - ; // ( / -,"--"\" \\` \ \ \ - . . , _ \. \ i - :` (A _ �._ �'t • \ -. _. .� 1 : _..- -- - - --._. .- ___ ..-_ ,._� - /. .'/ r/ , f ,/ !f ' .f 00 1 \ 1 1 t } \ \ \ \ \ a, \ -.. 4(. '"1- - j. •t-_`_` �.. - _ _. _ __ i.. /. .j I a• l t i 1 I P ! 1 t , I s \ - _- - - - / \ `� - . y�, ` - ., -, s .� ti _ IiVI� v { f 1< I i r I` f 1 i 1 f _ �� t COhISTRUG .� � � � �.. _ -_ _ _ - __ _ 111,r1 \- v � T l+c. - + c 1 v vA - v , ., ^. k T t _if_ 4 • x ,� Y Y �%- y '�` - _ --... 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'/; i �' I I, , I '/4�" 0/(V I / " ��// \. \ , ` , 4 .� \� _ . _^ >-, - _ - _.- _.. - - - D.B. 454 PG. 734 / , Y;,, _..-.-.- V \�" \ - \ ti _ __ \' \ ." `- \" _`� ,-_ -- '- - --/ -- _ __ - -' - ___ _-_ -- -- -- _. - --" -__ ZONED. RA - - ;; / y' _ _ ,ram, _ .. t 1 '+-' _ " _ ` -_ /, } . -�I "44 _ I t�! \ \ \ `.� _ ` �_ _ - -- - `\ _ ,` _ -- -_ _ _ - --- .- _ -- - --- - _ _ _ __ _ - ACRES- TOTAL (ORIG = - % - �,- -- - t./ .� ,� - _ f _ _ _ - - _ _ - -- - - _ - _. -- - - - _ - `. ` -_ - - -- - - - - -- _ - - i� � 0. _ \\ \ � ` -. - _. f -'11 r ' `4 _ _ _ ._ _ _' _ _ _ _ _ - r iI - \ - - -� - �^ - - - - - - - - - a �'a _0.6587 ACRE I .. _ -_ _ - - - / c�a r � \ \ V'`� , _. _ __ _ \ _ -- _ _ __ _ - 5 ACRES ADJUSTED _ . _ . , x, - 7287 \ `�` ( . __ - p � , y'' \ - - - - T ' _ BB 1�ATRR .YAIN - • - \ '- _ _ -- - _ _ CD tr \ \ _ _ .. - _-i `'. 1 t �� '~ _ - - -_ - -_ q j _ _ 1 - - \ \. \ \ \ . , '... _ \ .' _.I .... - W is _ Od. \ ti _ .. - - p '. ry� . i' ), \ \ \ \ �C \ _ vi +„ \�. / 1. \ "j- \. \ f \ _ _..._ "ifs d f I . \ - . -I- ik% I '�l I ;i I , i"' 0 ••, I\ : I � '\ \)I"'"�\� _,_ "�"�_�1� . C-(�D_*<--"p_4 1�.- "�4%��'� �_ �",\�' �,-'\\��,11 . -I! 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I � "-�_ 4;11 I 1, // // /1 � " .f/ \- �\ \� v �I � _(. _ _) , - .-\.\ -- �-_'�Iz-.i"I� �' \' I 1�., I .�:" - I - -"'-''.-., �, 1, � , , .1-."�.1",.t''' . ---., �1 'I -�. _---, i , �,<. z-_��('�. I.; I"i� I" : I ,I . �'I �%I � � � \t I -I 1 I � II i /r'.;:, t� i _- r _ . \ 1 1 _ _ X tt \ `� _ �. _ \ T _ . �\ '. 1�,-. N%-, ;1-, ,_I . 'I I "- .I , _.r' 1I , ..- "11'�� \- 4 I ii I� \, `." '_ l � r,. ' _ - _ - i - --- - I". I i T , I . I • . 0 , I Y \ • _ \ \ , , ._ J / \ v� . _ _ _. __ _ 1 \ y: , I \ �. - - N- '. ",.,\, . - � \ 11 I , " - , - . - , - " I A n . - - N i - " ".w , _'.1 , , �; '/ , '; 0 I" - - � I r _ \ „ .r - , } _ 1 r1 �= w- I 7 I i I 1 5 \ A l A '� V \ \ .� i. A `` \A V - __ _ _...��1 \. - - .--..:•'�.;�', �� ' _ __- _ i t I , 1 . _ \ i_. Z 1 / / \ i vv a _ 4. - - _ A , y f l \ \ \ \ �; A . ��.,, A is _ _ ! �/ i V ` t v ,� v �,, y `v " r�i , I I I \ �\ _,. A� - - - - 1- - j - \ .. , / / t ,}j \\ -. \t _ ; ,� r ` ,\ , _ . j, \ \ \ \\�kl , .. - _ \ - _ __ r -I ,7�(�� ;\ f •. _ - ,r r 1. ti i \,� \ \ `� '��19,a \ \. 2 u _?t-- ,�' 20-FT: •WATER ESMT. f ; \ i \ 4. , - . .-A/ il - ,-A I I I 'I �` . v, � , \ i11 i PROJECT N _ _ I'll IPROJECT SUMMARY 1. MAINTAIN EMERGENCY ACCESS DURING CONSTRUCTION. � 2. CARE SHOULD BE EXERCISED NOT TO ENTER ONTO CONTROLLED ACCESS AT VDOT ROUTE 37 FACILITY AND E & S CONTROL MEASURES SHOULD BE IMPLEMENTED AS NEEDED TO l TAX IDENTIFICATION NUMBERS 42-A-193A PROTECT VDOT RIGHT-OF-WAY. = ' I ZONING RA 3. CONTACTOR SHALL CAREFULLY MONITOR WHERE FILL AND BRUSH IS PLACED DURING CONSTRUCTION. e ADDRESS 1667 NORTH FREDERICK PIKE 4. MINIMAL DISTURBANCE OF EXISTING TREES 6' OR GREATER IN CALIPER IS PROPOSED. ' CURRENT USE RESDENTW /ORCHARD 5 BOARD OF SUPERVISORS WAVER OF MINIMUM LOT SIZE AND MINIMUM WIDTH OF ACCESS EASEMENT APPROVED ON 5/13/98 2 9-8-9 REMSED PtR LOT LINE ADJUSTMENT PIA JDS 1 7-30-981 REVISED PER COUfrt1Y COMMENTS JDS RAM . No. Date Description _ _ _ ' By C_kd �; PROPOSED USE GROUND STORAGE WATER TANK 6. INCREASED SETBACKS BASED UPON HEIGHT EXCEPTION FOR TOWER/TANK ABOVE HEIGHT LIMIT, (TANK:53 FT. LESS 35 FT. SETBACK LIMIT=18 FT. ADDITIONAL SETBACK). REVISIONS S�.TBACKS TANK AP P U RTAN C ES 200 North Cameron Street � Kw P�� � � � (703)Winch667 139 22601 FREDERICK COUNTY SANITATION AUTHORITY � 1. PRECAST CONCRETE OVERFLOW 8. 12" DIP DRAIN 15. 20" DIP INLET sR.4PH/CSCALE �, v z703) 667-2t3� L 93•04 2. FIBERGLASS LIQUID LEVEL INDICATOR 9. CONCRETE HEADWALL 16. STAINLESS STEEL WALL MANHOLE so 2s - o so _ loo Piz H o� ''� PROPOSED RATER STORAGE TANK SIDE 50' 91.51 3. FIBERGLASS HATCH COVER 10. 20" BUTTERFLY VALVE 17. VALVE VAULT ^� �1 k- ...• � N C ( /N FEET) G) "' ' ;r ,, , REAR 50 1os.4o 4. ALUMINUM LADDER 11. 20" X 20" TEE 18. MANHOLE WITH PRESSURE GAGE v SITE PLAN i PROPOSED SITE AREA 2.7 ACRES (SEE PROJECT NOTE 6) I r mcn = 5o rt. +� o k. 5. 50 ' FIBERGLASS VENTILATOR 12. 20 CHECK VALVE 19. 12 GATE VALVE ad A. Mislowsk , i.tr � ";°` ,R . 0 CERTIFICATE NO. TANK HEIGHT 53 FT. 6. 16" DIP OVERFLOW 13. 20" DIP OUTLET y $ •U y q LOT AREA DISTURBED 1.85 ACRES 7. CONCRETE SPLASH PAD 14. 20" 45' BEND o �4 �� y• PARKING REQUIRED 1 Frederick Count Virginia PARKING PROVIDED 1 NO OUTDOOR LIGHTING PROPOSED GI TERED W M &S Dnot STE-PLAN.DWG .Job ro PROFESSIONAL ENGINEER ^' 0, 150-C 01de Greenwich Drive Drawn by. JDS Data MAY, 1998 SHEET 2 OF 3 �o*6 j Frederickaburq, Vtrglnio 22401 AWoved by- RAM scale: 1"-50' 703 808-2115 p`-)' T0,A E t:'ONS TR UCTION ENTRANCE 10' MIN. EXISTING • --- ---- _ ----- --.z------ PAVEMEN' EXISTING GROUND il•�f•�xG.f• f•�(.a6� f•• f•�C•�• t�i �f• .l•. (,7�fi�b_ .1►l.�A�, !.l•�Alic�Ff..bfla ���l l b�F l hK., e. rm (OPTIONAL SIDE ELEVATION 10 MIN. d �'NI?Gf k L-- VDOT M1 POSITIVE DRAINA COURSE AGGREGATE B i TO SEDIMENT TRAPPING DEVICE i • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW i- - 0 MIN EXISTING PAVEMENT 1 10' MIN _.-L IIN IIN �IL TER ,=LOTH --- SECTION A —A PE IN. L/KLLD LLM_KL. I JKAIN Jrmt_t SECTION B--B ---------------------____------------ _ --- SOURCL ADAPTED ADAPTED from 19$3-Maryland Standords-tor Soil erosion and Sediment ntrol, and VG, DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1 SET POSTS AND EXCAVATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPF ALONG THE LINE OF POSTS I r FLOW III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. �! FLOW , EX'ENSION OF FABRIC AND YARE INTC THE TRENC". I' ,it FILTER FABRIC __A i I I Plate 3.02-1 + i YAK SOIJ E Adapted from tnMilatlon -of 3tmv and Fabric F Berries for Sediment _� PIATE 3 05- t Sffvood & �j ANCHOR POS15 SHOULD BE I•IGHLr Vr�ti c WOUM 2• STEEL V CHANNEL F jjA,W, I OF Ix! TIMBER. 6` 14 LEWTH i i - U'_i r x4" !. IMBFF MAXIMUM F FEET r' r FOR ROS HR/U 1N;', VVCE F`.F{ / / USE T MARE / ANCHOR POSTS WSJ BE V TO SECURE INSTALLED TO A DEPTH OF FENCE BOTTOM \ NO LESS Tw 1/.� OF THE. TOTAL HETGFIT OF POST NOTES 1 ROUT DAMAGE SHOULD BE AVOIDED 2 DEVICE SHOULD BE MAINTANIED T14ROL(401 CONSTRUCTION DEVICE SKkL FIE PLACED AT THE DRIF LINE OF THE THE EXISTING TREE( PRIOR TO ANY LAND DISTURBANCE 4 PROTECTION MAIL If IN PLACE BLAZE ORANGE PLASTIC MESH FOR 'TREE PROTECTION f'IPF,' OUTLET CONDI TIO -Y A A I I i I PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL FLAN VIEW 1 I E ('T [ ON A - .4 MTIIt CLOTH KSY IN 6' -1r ; RI COI0i[NDSD FOR Iilf'1'IRB PERIMIETIM 1 3(1 I MIN 11PE OUTLET TO WEU. )EF7NED CHANNEL. PLAN VI1 I SECTION A —A F— FMTM CLOTH KEY IN 6• -P'; R&MUM LADED FOR EIRTIRE PERDA.MR NOTES 1 APRON LINING MAY BE RIPRAP. GROUTED RIPRAP. GAB:ION RASH. OR CONCRETE. 2 La I9 THE LENGTH OF THE RIPRAP APRON AS CALCIULATED USING PLATES 3.18-3 AND 318-4. 3 d - 1 5 TINS THE YAMMW STONES DIAMETER. BUT NOT LESS THAN ti INCHES Source: Va. DS-WC Plate 3.18--1 C �c -- --- - L. HWL975.00 I i --:NTERM )R F-IBF_RGLA�. LADDER WITH T5 i I I ' AFF T'( RAIL 7 i ( _1 1 7 . i GR. 935.00 i /1 1. i -1 -- --� FL, _FINS s.00 I !-!NC. ^JK AT EL. 935.00 TANK SECTIQN--ELEVATION SCALF-.- 1" = 20' an— ^-TAB �•�' A ^•XI � '�d �1 �� GRAVEL ACCESS ROAD - SECTION SCALD.: 1 /4" = 1 --_G" -.a0 t i 13v Ckd ). I date W i w •i PIN 53 - A - 2 \ 4 FRUIT HILL ORCHARD, INC. -PARCEL -2 4l 1-4 r i r' ` Yi i i ptn 1 QQQ r i --NORTH % +0 5 Q0 } ? 6+ �-• _ 3 00 3 � C MVE l 1 f , , 350 VALVE y- , t 1 \ , "a VAULT25 \ \ \ 0 , 12' WIDE ' _. TYP. (1) 50 51.0 �. 0 \ \ ACCESS ROAD �, _ " \ I IMITS OF GRADING* AND CLEARING FOR 1 7+op i • M \ E WORK I TANK SITE IJ Y' �=_ A YAA ,3X C 1 00 \ \ 14+ i ''u O04 REVISIONS description 6j .= l r . it•-. -,.. _..- _,- .ter'•. '' 7 f SITE PLAN SCALE: 1 " = 50' LEGEND: EROSION & SEDIMENT CONTROL SYMBOL DEFINITION CE TEMPORARY S-ONE CONSTRUCTION �J ENTRANCE; VESC 3.02-1 SF x x SILT FENCE; VESC 3.05-2 NEW ACCESS ROAD LIMITS OF CLEARING ' LIJ I VP 1/A11M Ar-r-U1'C 1 L N/AN1.otJ GRAPHIC SCALE: — 1 " = 50' 50 0 50 100 t JOB No. 4004.T22 .,�•''` �, IMPROVEMENTS TO WATER WORKS scale �' FREDERICK COUNTY SANITATION AUTHORITY As NOTED by ckd. — 19 9 8 `. , �. ,�.. DATE: _ JANUARY, ti �W g 11 B e r t W, c 1 i f -~ > S S O c 1 a t e S, I n c. FREDERICK COUNTY, VIRGINIA DRAWING DESIGNED BY: `. PROJECT FOUR _ D . J . S . '' NORTHWEST STORAGE TANK C DRAWN BY: Engineers - Survey iT ~ ,�anners - Water Quality TEAM 3�'� ' 7� P.O. Box 781 \.,��.,��. �,SITE PLAN SHEET APPROVED BY: D . J . S .� 150-C Olde Greenwich Dr. `"'-�""' 200 North Cameron St. 6 OF 10 1909 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 FREDERICK COUNTY VIRGINIA L loodmq%�, r��-���1r�• � �C�`�� � �l. �l,'/�I! � n `� 7L\N-�r ri IAt �i?S AlJ��h ��—� , ?Now% em"'W-To" om 1 7 TL- I I L e"NT a MINI 44�\ lj7, 7 A 7-5-17R CONSTRUCTION NOTES �JNF.�RA I. The contt( for shoil furnish all materials, labor and eguiprnerit and perform all work including restoration for the completed installation of the utility systems and oil other improvements shown or implied as necessary for the completed facility ready for use, unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the c.ontroct documents. 2, The engineer has attempted to locate existing subsurface utilities;, however, such may exist that are not shown. The contractor sld exercise care in this work so as to avoid 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 "bliss Uttititf 1-804.-257-7717 3. The coritrvctor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beoning the work The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or` the Owner. 5. Contrmto r to obtaui, at hls expense, ail permits required of this work and shall faithfully adhere to the permit conditions imposed 6. AA moding far improvements to be confined to the prog ct area. Any work performed offsee is the Contractor's r ' ,ty. 7 Cutsheets shalt be submitted to ttie for tpftrt +af prier to ord�er�g structures and stet of construction. Aft cutsheets should show exist gr ., . at centerfine of utility, strii]icture or rood, and offset herb elevation, t A Brio Mi P it VA W reqwed prier to :obatingarxy site work This Wmt ow be obta ried frorn ite F`edekk Carar^ty Pubilic Imis DeporWient, Y W4 POi stt tuis 74 methods to be M ,e wall the 4rt WW NWAV #iaQWikkn i °' cod to i:� the caemticn WW. At vosicia t st1Khm show 'or as ed dr ig be c r ri to ter f p� in + keft sho" to be s aced &e to %i* suer* bwe ii % d at 6* eftw est ` " foe. No . to " for nee thor 7 Wkirhim days 4.. l .-Aix r to t�"T cim , aws * 4 p -tom In t o fetteo 5, PSe '" x tio>iii tail, i ice, W&kt WWW o W. S*M bM W be ma*ed aid rared for as ftcesscq, to Xvvidie a ,a and ' car Arms " tie *xt` d seemed to achieve login st. aim cling devis r ures c peirrnit fry ow, Fire wer 1, of t'Mstructiox^ c*tris ;_, Ste s tsr`�tia"��ct. fi=m for eir*ffjerscy vew_fes rill t be trvoini ed at d brim construction. Temporary Streit *s nrd must toe pos'tec+ as ocnstrwtiw tom. Porked +chides aq" of cr truction rmteris#s ore pratiibrt(-d w"ctt�n " of fire ty&wt5 fare ftyofrarits are not. to be obstructed tat any time. FRWVKK 0U AT ON AUTH( TY Writer and sewer lines are to cons.cuctety in accixrzfcince wi'" these plans and ifications and shall additionolty evet al requirements of ttw Frederick County Sanitation Authority. The car ractor shall coordinate with this a. y and arrange for inspection by the Sanitation Auttwity as necessary. 2. Exact locations for sewer and water servkes to be directed by the Frederick County Sanitation Authority insWcfor in the field. Contrador to provide assistance as the inspector may require in this effort. 3. Temporary termination of sewer Brie shall be plug ed with a watertight plug. The ends of the laterals shall marked with a treated 2x4 post extending from the pug eighteen (18) inches above the ground. The top six,(6f inches of the post shall be pointed green. Sewer lateral elevations to be compotibte with gravity service to proposed buildings as shown on the Architectural drawings. 4r The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require, 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover to set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working carder. it is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of t is work. 7. Frederick County 5aniiation Authority approval of this site pion expires two (2 years from date of approve#, 8. Water laterals t t cross the street shalt be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. it shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Rood and Bridge Specificotnons, and Standards, The Virginia Erosion and Sediment Control Regulations ond any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of labor Occupational Safety & 4ealth Administration and VOSN Rules & R_egc�ulotrons. 3. When working on VOOT right-of-way, all traffic control, whether nxtnent or temporary, shall be in accordance with the current edition of V90T's work area protection manual. F ermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition OWE &Bridge Specifications, Section 104.04—G 4 De ` features relating to construction or to regulation, control and safety of traffic may be subject to change as deEx ed 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 VC)OT right —of— *' i ht—of—wo 6. If rewire by the l WIT Pesidency Office, a preconstruction conference must be arranged and !'held by the engineer and or developer with the attendance of the contractor, voriious County agencies, utility companies and VDOT 7rior to initiation of work. Contractor shall notthe local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT wi61 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 �gjni Erosion Sediment Control Nanak, Sec 3.02. Furtftermore, access to other properties affected by this protect shall be maintained throu-cn construction. 9. Contractor shofl ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10 AN water and sewer lines within existing or proposed VDOT right-iof-woy are to hove minimum 3C cover and, when possible, to be installed under roadway droirvw fwAties. 11 Any unusual subsurfoce conditions encountered auring the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an odectuote design con be determined by the engineer and approved by V.D.O.T. 12 All undercut areas and borrow material shah be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface materiol and backfill of utilittr/storm sewer trenches shall be compacted in 5' lifts to M of theoretical maximum density as determined by AA.,HTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street ri ht-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency, shag be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14, VDOT Standard CD and UD underdroins shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector, 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. if required by the local VDOT Reside Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 18. CC-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the pion sheets or as directed by the V.D.O.T. Engineer/Inspector, 7 V M ;0�/ I N 7) 1, 0-ft q, I L) c �-* �) ozo ,Z: SITE Vicinity Map Scale 1" = 2000' MAY 1998 g ilbert w. clif ford Engineers 150-C Olde Greenwich Dr. Fredericksburg, ftilla 22401 PHONE: (703) 698-2115 FAX: (703) 898-2115 & associates, inc. 9 Land Planners • Surveyors 200 North Cameron St. Winchester, Vwginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SHEET INDEX � cMR SHM 2 WE PLAN 3 MSMJKOUS 064S AW LTG.`, FAY 40-8,68 -14` 9 DEVELORER~ .. FRE.�1E RI((`K COUNTY 33ANITATION AUTHORITY ATTE' T10N: MR. WELLINGTION H JONE , P.E. P.O. BOX 1877 WINCHE STER, VIRG NIA 22604 PHONE: 540-._868-1061 FAX: 540---858-1429 SiT F PLAN A. LOWSKY, z © NO. 020674 NO STEEP SLOPES, WOODLANDS, FLOODPLAINS, WETLANDS, SINKHOLES OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. ' ry by Frederick County Zoning Administrator _ --- � _ . 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I ,-//,,", 4I ,, �,>i.-I,/ /k , ,1 ,, �x . � \ , _ -- _ ` _ 1 -_ - - '�. . ,: _ --.1.-_ 20 WATER .MAIN (Y � - � r f � \. � . a;---''' \ \ 1 i,, I -__., /Of!,%1T,/�, II�1I�-/ B_ a - - ` , _ v _ \ \ _ -- - , 1 l - w a _, _ n o \ . -. ,_ , \ _. -_ _ _ \ \ _ - _ - - - - \ �"\ _ '� - - - _ _ - __: . o y b° \ V -- y \ ^.'\\\. ,\ '.,, _ _ -_• - ,"; l _ _... ; , / it K \ b , \ ,\, N _ \, \ i \ - - / i \r n / t y _ • _.. y -. i \ - _ . I" \ \ . - '\ \ �[� ` 4 \` 1\ , \ - lJ" �.y \ \.,\ \ \ \ \ 'A\. __ ____ - I J1 \ ; ti \ \ ,\ ,4 , 's \ - ij \\. \ I r V.+ I i • � `, - ` • `' 4 \ \ \ ._ ..-_ r \ \ \ _ _- -' _ _ - . -.. .. / -. / / I t ,, `, \ 11 C4 \ { ', .\ \\�\ .\ . .� :.*. -� \ ,l ( .-.,( w\ / if I i t \ �\ ,� trt . �'\A`' f x \ \ \, \ / % I w . 'k ' \ ,_ \. , _ •mot\ 1. / !' t ; ' 4 i ` \-_` ' \ \ / ' / { r" , _- \ �. \ \ -. _ I �� - ' \ { // �� 'j.� .\ ;,k , •\\ ,y1:w .. 4\'1 'i \ -- ti \ .` , _ -.� `\ 1. _ _ mow, \ \, ' _ _ _. _- � / - �T ~ / f /I ; � `r' - ' ,_w. f _. _ I ,A,a. \ \ iR h, - . 1P -,_ - \ _ ''t j i'. .- ff - t . , Y \'\, 1 _ __ \ f i ,_ \ - - \may / _ 1 . f \ - ` , 5 - \ _ ` \ _ f' �7 y \ ... y .� \ . .. . y` , / / 1 ..y \ , \ \ ` \ \ `\. `\`-'\ y \ \ \ \ ` - ' - -..- - \ ',,� ' --.- - - \\ _ i i /!/ ,,- `\, tr t� , • - 'w. 1 ' 1 V � . /� w. \ b' . �I l 1,, " .� \ , " \. \ \ �. F, 20 FT• WATER ESMT. _ '!// t�/ '. - _. \ \ :� - 1' r ,: I �1 �� 3 PROJECT NOTE PROJECT SUMMARY 1. MAINTAIN EMERGENCY ACCESS DURING CONSTRUCTION. � 2. CARE SHOULD BE EXERCISED NOT TO ENTER ONTO CONTROLLED ACCESS AT VDOT ROUTE 37 FACILITY AND E & S CONTROL MEASURES SHOULD BE IMPLEMENTED AS NEEDED TO TAX IDENTIFICATION NUMBERS 42-A-193A PROTECT VDOT RIGHT-OF-WAY. i`l ZONING RA 3. CONTACTOR SHALL CAREFULLY MONITOR WHERE FILL AND BRUSH IS PLACED DURING CONSTRUCTION. ADDRESS 1667 NORTH FREDERICK PiKE 4. MINIMAL DISTURBANCE OF EXISTING TREES 6" OR GREATER IN CALIPER IS PROPOSED. � CURRENT USE RESIDENTIAL/ORCHARD 5. BOARD OF SUPERVISORS WAIVER OF MINIMUM LOT SIZE AND MINIMUM WIDTH OF ACCESS EASEMENT APPROVED ON 5/13/98 9-8-08 KM F9 L 1 7-30-98 REIASED PER COUNTY COMM JDS I RAN N D t D o. a e rzk:1 tton By Ckd ? PROPOSED USE GROUND STORAGE WATER TANK 6. INCREASED SETBACKS BASED UPON HEIGHT EXCEPTION FOR TOWER/TANK ABOVE HEIGHT LIMIT. (TANK:53 FT. LESS 35 FT. SETBACK LIMIT=18 FT. ADDITIONAL SETBACK). _ F E"ViSIOMS - _ ::� SETBACKTANK APPURTANCES 200 North Caneron Street PROVIDED �, N Moch(703) ater• 13'a 0 2280' FREDERICK COUNTY SANITATION AUTHORITY 1 . PRECAST CONCRETE OVERFLOW 804'. 12" DIP DRAIN 15. 20" DIP INLET GR.4OH/CSC.4LE �, 0 (703) 667-2,3� i FRONT �, 93' 2. FIBERGLASS LIQUID LEVEL INDICATOR 9. CONCRETE HEADWALL 16. STAINLESS STEEL WALL MANHOLE f aI o I Too \ j pF SIDE 50 91.51 3. FIBERGLASS HATCH COVER 10. 20" BUTTERFLY VALVE 17. VALVE VAULT ��' 4 �,11 h + ,�1. PROPOSED )PATER STORAGE TANK REAR 50' tO6.40' - . _. K 4. ALUMINUM LADDER 1 1. 20 X 20 ' TEE 18. MANHOLE WITH PRESSURE GAGE IN ��) 0' C .11 SITE PLAN PROPOSED SITE AREA 2.7 ACRES (SEE PROJECT NOTE 6) •• >> > inch - 50 ft. _ �' o 5. 50 FIBERGLASS VENTILATOR 12. 20 CHECK VALVE 19. 12 GATE VALVE a d A. Mislowsk , r o CERTIFICATE NO. TANK HEIGHT 53 FT. y . 0 .•4 6. 16 ' DIP OVERFLOW 13. 20' DIP OUTLET - c� em LOT AREA DISTURBED 1.85 ACRES 4 PARKING REQUIRED 1 ( 7. CONCRETE SPLASH PAD 14. 20 45 BEND L_ M Frederick County, Virginia in PARKING PROVIDED 1 NO OUTDOOR LIGHTING PROPOSED GI RED PROFESSIONAL ENGINEER - Cz � Dn na STE-PLAN.DWG Job no 150-C ade Greenwich Drive. Drawn by. JDS Dato MAY, 1998 SHEET OF 3 • U O� W Fredericksburg, Virginia 22401 APPr0.�d 1,., 703 898-2115 ^F+F^ `�•� �J' RAM 1 "=50' STONE C'()NS TR U ( T10N ENTRANCE EXISTING GROUND I 70' MIN, FILTER CLOTH''- 6- MIN I A! SIDE ELEVATION EXISTING PAVEMENT 5.1 �1 MOUNTABLE BERM (OPTIONAL) 70' MIN. - -_ E 10' MIN v!P';HRAC r 10MIN I,, u1N z- DOT #1 ! r\ POSITI`✓E DRAINAGE. COUP'_E AGGREGATE B TO SEDIMENT TRAPPING DEVICE MUST EXTENC FULL WIDTH I OF INGRESS AN[) EGRESS VIEW OPERATION PLAN PLAN FITTER CLOTH --� SECTION A -A GE En• un.mac. L _tmtnc = DKFALN , rW-t EXISTING PAVEMENT 7-- , 10' MIN. I I SECTION B-B SOURCE -ADAPTED from 1983 MaryInd Siasdads for 561 t_rasm and Ssd+ W Canhol, and Va. DSWC CONSTRUCTION OF A � SILT FENCE (47TH WIRE SUPPORT) 1 SET POSTS AND EXCAVATE A 4" X4" 2, STAP;.E VIRRE FENONG TO THE POSTS. TRENCH 1PSLOPE ALONG THE LINE Of POSTS FLOW ,If 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH, 4, BACKFTLL AND COMPACT THE EXCAVATED SOIL. /+ G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC i� I1 I I1 I WIRE —I 30iTRCE Ada ted from Installation of Straw- and Fabric P51� Bar—ne,m for Sed,IMe- nt Control, mood a ? �Q i i PLATE. 3.05-1 ANCHOR POSTS SHOULD BE r - HIGHLY YIWd -� ,- MINIMUM Z" STEEL 'U' OMMEL ! F1lGGW [ OF, !x2" TIMBER, b' IN 1_F.WTH jf t)`,r ? x4" UIMBER MAXIMUM F FEET I / FOR ,ROSiRA(.iN HG - -- — MAXIMUM - ---- - -- -- --- -1 BLAZE OR.WIL j PLASTIC MESH 4. USE 3" WIRE ( 1 i, ANCHOR POSTS MUST BE 'U' TO SECURE 1 INSTALLED TO A DEPTH OF FENCE BOTTOM NO LESS THAN 1/3 OF THE TOTAL HOW OF POST NOTES i ROOT WAa SHOULD BE A'OIDED 2 XWE SHOULD BE MAINTAINED TWW,40JT CONSTRUCTION. UENCE 54i BE FUCED AT THE DRIP LINE OF THE THE E%rSTMrG TREES PRIOR TO ANY LAND DISTURBANCT.. 4 PROTECTION SHALL If N PLACE BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION ado i d i PIPE 0 t. TLET C0.VD1 T10N, A 'IPE OUTLET TO FLAT AREA VTM NO DEFINED MANN EL 0 9I :SECTION A -A FILTER GLOM KEY IN Ir - a'; RECOW(RNM FOR ENTIRR PERLUL" I4R I ' E :3d0 (MIN 'IPE OUTLET TO WELL )EFINE'D CHANNEL i i - - - -- I a --- _ -1 SECTION A -A IrILTER CLU'TH ICY IN Ir -9" ; RECOMbOMED FOR EWr= PERUaTF,R NOTES: I APRON LINING MAY BE RIPRAP, GROUTED RIPRAP. GABION j BASKET, OR CONCRETE. I 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3,18-4. 3. d - 1.5 TIMES THE MAMM M STONE DIAMETER, BUT NOT i LESS THAN 6 INCHES. Source. Va. DSWC Plate :3. 18 - i ,•� EL. HWL975.00 1 i --IN TER!0R FIBS RGLA` ;r! i AGDE R WITH l �!� I '�-A.RET`r RAIL 7 � ,� -z I I GR, 935.00" � FIN F. 936.00 _Elx__ F�_IN L-1 5' W0F'K AREA ALI- AR0I.JNC) TANiK. AT EL. 935.00 TANK DTI QN -" ELEVAT! O N SCALE: 1 " — 20' WA _ r GRAVEL ACCESS ROAD -- SECTION SCALE: 1 /4" = 1 ' .-0" All Mt's1Owskr, F', T,FiCAT E: NO r 4 i> R G I E F; EfID PROFESSIONAL E_N",NEEF 41 ---------- i tif; Iliitr- ri at1011 E3v Cl;d REVISIONS 'Ant, J fl. Nam' T�+INIC1t' e A*M COAq:t2 �r ,. , v _ _ 's 4, �' - �" P 0� Y V Vo� Yll Vt e. r A� \X O Yi 0 GRAPHIC SCALE 200 400 Boo ( IN FEET ) I inch = 400 ft