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Home My WebLink About14-03 Bank of Clarke Co. ( Rt. 7) - Stonewall - BackfileGENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with11 3� 3 opplicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County, and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor s responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss Utilityy 1-800-257-M-71.. 3. the contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner.Ago" L 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. �1 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 shall additionally meet all requirements of the Frederick County Sanitaton Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2° in size. Before a permanent meter is set they require: 1) the frame and over be properly aligned with its meter box and yoke bar, 2) the from and cover be set to the 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 ttthe meter box assembly to be in proper waking order. It s the developer's/contractor's responsibilitty to have the meter box assembly installed correctly. RESPONSIBLE LAND DISTURBER: 5. The contractor shall install water and sewer services that connect to existing lines: a. A water service (and force main sewer service) requires the installation of a saddle 1 with corporation stop and making the tap. b. A gravity sewer seance requires the installation of a wye, 18' long stub pieces, and 15 long full circle stainless steel repair clamps. ' CERTIFICATION c. The F.C.SA inspector assigned to the project shill be present for the installation of each connection. 6. When an existing water main is tapped for the installation of a new line: ^� + °�, DATE. a The Authori shall furnish all labor and materials to make the topp. b The developer contractor must: 1 make application for the tap, (2) pay deposit (before work begins); (3) moi the location of the tap; (4) make oral payment ' THE RESPONSIBLE LAND DISTURBER when the work is completed.' 7. The contractor shall tie-in a new line to on existing manhole by core drilling the manhole. '+ 8. Any water service line must have a double check volve or RPZ bockflow prevention assembly, as required, installed. ° IS THAT PARTY RESPONSIBLE FOR The assembly stall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly, or a RPZ backflow prevention Q ~° f27 CARRYING OUT THE LAND DISTURBING assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required. \ s/ EROSION CONTROL t2e ACTIVITY AS SET FORTH IN THE PLANS. 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from Frederick County. 4 1, 724 2. Ternporary 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. a4, 3. All erosion control structures shown or as required during construction shall be continuously maintained p am W throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed 4v at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected! Ch-DR,�, L�,�7�t 5 eaAll unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, !� � �. -TE T INDEX fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a goad lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. -- FIRE & RESCUE f Rt 1. Burning of land clearing debris requires a permit from the County Fire Marshall. Burning of constrruction debris on site 1 COVER SHEE� is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs "' 2 SITE DEVELOPMENT PLAN must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. VIRGINIADEPARTMENT rOFatto be obstructed at any time. TRANSPORTATION c AMNWDO 3 GRADING & EROSION CONTROL PLAN 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 (g PROFILES & ��I��ELLANEOUS SECTIONS or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Deportment of Labor Occupational Safety & Health Administration 5„.°d• and VOSH Rules & Regulations. 5 MISCELLANEOUS DETAILS 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 z"°� ✓' ,,, certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section ° 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal Pales, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developper to locate and identify utility facilities or items which may be in conflict with the proposed construction �` r« ° activity, VVO.T approval of these plans does not relieve the developer of this responsibility. M, A 5. Design features relatin t constructlpn or to regulption, control and safety of traffic may bg subject to change as deemed necessary by 1�0�. Any adds tonal expense incurred as a result of anyfield revision will be P responsibility of the developer, , 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, vo6ous County agencies, utility companies and VDOT prior to initiation of work. 8. 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. E 9. 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. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall f 0 W N E R D; V E LO P E R inspect erosion and siltation control devices and measures for roper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and p weekly when no rainfall event occurs. H Q 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. BANK OF (;LARKE COUNTY 11. 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 at conflict points. LDCATION MAP P.O. BOX ,)91 12. 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 BERRYVILLEVIRGINIA 22611 p ALD A. MISLOWSKY, JR. Z by the engineer and approved by V.D.O.T. SCALE: I , 2000' NO. 020674 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement PH.- 540--955-2510 of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of tf)e location. When soil samples are submitted to priva�e labrotories for testi g, the samples Q shall be clearly identified and labeled as belongingg to a project which will be accepted by V.D.O., and that testing shall be conducted according to applicable V.D.O.T. standards. r oF ) 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" �/1 �R C u �' O O �SSIONA LNG lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of MARCH 1 1 3 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, sho� 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. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. 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. Approved by Frederick County Zoning Administrator 17. Prior to acceptance by VDOT of an streets, an required street si nage and/or pavement markings must be installed clif by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall w • ford associates.) inc. with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum gillbert of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this �2( f/S/613 list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding d sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices Site Plan Approval Valid for 5 Years From Date Shown Hence Date for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of Engineers Land Planners Water Analysis the work. Unito and total prices may be obscured. 19, Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In 150-C Olde Greenwich Dr. 117 E. Piccadilly Street addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the Fredericksburg, Virginia 22401 Winchester, Virginia 22601 construction and testing of the density control strip. A certified g, g g 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications PHONE: (540) 898-2115 PHONE: (540) 667-2139 (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction FAX:( Project Number' technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In 540) 898-2115 FAX: (540) 665-0493 addition to checking scorn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three �3� years from the dote of the approval letter. 1_ Sheet Number of 5 22. CG-12 Curb Ramps (Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as directed by the V.D.O.T Engineer/ Inspector. REVISED 4-24-03 -PER REVIEW AGENCY COMMENTS 'l,I _ J 1 _- _J ..FaRq£ Mg1N A IV/TgRY SEWER.£gs.._. S.- _ £VENT ~) - 'f __ ____ 1-1 - -1 I �.A. ,�'.., I ��' 9 / . ,( _,-- � /`, e 2-6" SDR21 PVC CONDUITS ,FOR FUTURE CRO�INGS'f f 7J 6" SbR21 PVC CON'D6IT FOR;' FM., I. ),) / /Jj _--,_-\./�\ _i ' y �' j= / .� f r i r 1 ,i _...._ 7 ,. '`',,.. .,'� , /,/' l •• `~ .y __o _11:ell�x _, EXISTING _ 11_,- , 1-3" TEE 2-3 G. V. & BOXES X S 1) �. r 10 LF 3 PVC R '•��.. SD 21 - --Q1-3" PLUG (PH 1) `, , 3 SDR21-PVC CONDUIT FOR FUTURE CROSSINGS. -'/ k TAPER CURB ) O PAVEMENT ELEV. OVER 2 FT. n ....BOTH__S1DES,` i OLE ENVIRONMENT -ONE -.GRINDER PUMP STATIC' t MODEL 210�:1 . ,F CK STATON 0 • 804-752- 5 B-2 �1 \-, --26 5/8" WATER METfR 11 I SIDENTIAL If- ---, ii / I__ _11 - ---,-*, __ ____ "' '� f ____�, r L 1 T / ! 1 ,,..1 I f . r II ,_� BUILDING fi { 1 f �r�L L,_- / I � i;li I / PRO. S R. .3 1 E TYP ! f 1 D 1 rRIM_ 661 65 //// INV. OUT`-659.00 i I , I l s , /', \I r# I f O 0 HAN. 1&4P.:FARKltj ` �////E VIRGINIA` % it 3 0 0 v m 0 LZ 5 z m z 6 l I ___---_._-.______..____••---•- I I I I I ( / i j f--_.._._.,_"--._-_..._---..__._____.>^.__.,-,_.._-_...,.._--._._w.._,. j l / J/ /'1 I., P-� ��--, ,-.,-.--'-----"-,---..,- I / I �I i \ __1' I1 /11 /' " , �. f N/F l i I � '�� `` FUTURE ��- ,... 1 / ... 1� fT `� 2-8"-45' W/M BENDS 1` 11 l DRED ME f ' 1 1 ! r" ` � '�,� � -----_.._ -___ _,Tip ID 55-A -25 '�� --`; I -_ _ USE.• VACANT t I -___ / 1 /I 11 _ -_,,.. ZONED.' 5-2 �y..... i / i _ _ / --__..: / I1 1-�tOW-OFF ASS Y. i - _ _ _ _ - __.__ - - �-- - ._ . _. EXISTING - - _ - _ ; f J o, - ..-•---- 2" PLUG �� 1-3" TEE `' _-__ ____ 1' -__._ '! j 1 '`<� .- "_` _2-2 G.V. & BOXES -- f 1 ^ t 2.3`X2"'REDUCERS � I` £ 2-10 LF PVC SDR21 '� / J f� „,--.`11 5r00, I 2-10" PLUGS�`�, � / '% EX, q i �, I �� o �NTSW I -.,- - -- 0 0 , £R \�22 W ,� � 1,�:. ! _ :� _L -, :tLi, _ _.,. 91 w /! " ,:;t{I� 2-8 x45' EL. 1 h " :. q 2-2 x45' EL. _ �,-.._._. : ` . 1 1-8" GATE VALVE _ . r pl EXTE SDR21 FORCE N 1 i , _ 11: TO PROPERTY LI , E, PARALLEL T �"S f' h 1 � / s;�. " CEMER PROVIDE MIN. 10% EXISTING UNPAVED DRNEWAYS TD I/... 11/ z + -- SEPARATION. i 1 \ ' °'f BE OBSCURED AND SEEDED. / h •t...< J 1, , , �. i r r.. "----.. '..' ,.,.'r ! tI3�, •��Y'i , r '' W ; r. ' : ;' ,r a• / "i- h a' 1 0 f 1z _- :Z ... ",_ �� r_ PROJECT SUMMARY TAX IDEMiFlCATION NUMBER 55-A-25 TOTAL PARCEL AREA 1.12 ACRES ZONING 82 ADDRESS BERRYVILLE PIKE CURRENT USE VACANT PROPOSED USE BRANCH BANK DEVELOPED LOT AREA 1.12 ACRES SETBACKS REQUIRED PROVIDED FRONT 50' 80'/57' SIDE 0 785/90' REAR 0 N/A BUILDING HEIGHT 60' (MAX.) 24' FLOOR AREA 2,757 SQ. FT, LOT AREA DISTURBED .98 ACRES FAR ALLOWED 1.0 FAR PROVIDED 0.06 MINIMUM LANDSCAPED AREA 15% 7,318 S.F. LANDSCAPED AREA PROVIDED 24,750 SO, Ff. PAVEMENT AREA 21,280 SQ. FT. E&KN TOTAL PARKING SPACES REQUIRED 11.0 (1/250) TOTAL PARKING PROVIDED DED STANDARD SPACES 12 HANDICAP SPACES 2 TOTAL SPACES PROVIDED P PR VI 14 1 ! I Q : _, G ; r • . • • • . f •-4� , i , j�.•^ l r f o :: ;,,. GRAN MO YAM .. ' HANDICAP P c�AC R REQUIRED 1 SPACES E U ED J r•r ,.Q _ :,:', 1 0 w r, •�: 1111.1.111.11, :1`r'r'' r LOT ^. / � V '.e•' •..'�`•`�r , . ,ti'•>;,r: . ,•cam 1.1. .,j . ,'y, r r`r, . '.,1. , HANDICAPPEDSPACES PROVIDED t ES 0 DED 2 rF, t Q / ' t 1 r 2 c ,� :I,':: ,',•, ,, LOADING SPACES REQUIRED 20 5/DRIVE THRU a }} 4r •r, rr r.r r.a, .r r.r .. a r, r , . :r ,,. ,,, r r.. ... p P •.. •r //Ex zone' B-2 ':f,;': / LOAD G C S R VI D 11 Ii :�'r•' S E 0 DE 20 .. , r , .. •F1�bf', • ' T'R11rr.. • , • 0 E .. r. , • _ ._ .1.1. �'.', , TRIP GENERATION '" ` i',1.1. ; p �' TM lD 55-A -24 E 'a• r q• T - , l •:'::' PARKING API ARK NG LANDSCAPING r-.11 •Tl-i LAN SC G o' � IT 6 E ED O ..1. a; m N ESTIMATES THIS : e rr r, { ar..,rr. r, A .'F USE. VACANT •� .p.->~ .. g r r .. r r • , r ,•.. .:. •, SITE A U T F LL DEVELOPMENT 0 Et Z •, • P KIN T P IM 1 r�. •. • WOULD GENERATE 73T.P.D.AR G LO ER ETER 622 FT. �', : EtE �`,, 2 T. l rr".": .'� r P IM �.PUSER TR R I 1 4 FT : Tom., �E ETER EES E U RED 5. 1 0 rti: .�, r,:Q 6 � - b. CODE: 9�r'� i 7 i 4 p q 14- I r .11^v�+�. ' 'RV J 'S PE RIMETER IM P •:S �:'. ER ETER TREES PROVIDED 1 I / :fr r r�,•a•r r•'''•.1 r,r'a1 f/(f( •c. • :' . ^� INTERIOR T -�`''%R OR REQUIRED 4 1 P E TREES E U EO 1 ® 1 Q ( 'k: 1 INTERIOR RE PROVIDED r-� ti TREES 0 DED 2 V P \' L TT I AL TRE ES EES REQUIRED 17 Q ':r' is w/ / + s l i TOTAL TREES PROVIDED 19 c, 9!, t_ i ;tr t + ET :i•• r•r ,r r.r ...r,.:r r .,. •. •r.,r•a, rr ,••r,•r.1- ... r•ra r.r � :-. I '6 ,. _ _w / ::;:''':':'• PARKING LOT LANDSCAPING REQ'D. 541 SQ. FT. 05% OF 10825 PARKING ARE '\ ! _,r Q h 1 `' l LE TRI C I G / PI I r � ARK N LOT LANDSCAPING PROVIDED 1 £ /S , : U�LiDI G GAP G RO DED 6 5 SQ. FT. r e,,, Q ED I �P i1 �a' I SERVICE �- i ,... 1 .rr 3 , ;... �//{J�� . {9 Lr :�,. .•� % ,' �. , ) NOTES: '„ i ; r r., ` :1 �•y ,', r,rr.•rr.. •r I fY•. V •.�` C.., I :t.:_..tt ".2._,.. kQ,... ' / I' q._,... ',r: a \ \ t l µ i.-. ..e `..,. ' <k r 1 i_ •.4, 1 �' / I. SIGNS INSTALLED ON PROPERTY I ,r �'' �'�'�','•',1•'...'.'I.'.'.'' r ALL S ALLED 0 E RO ERTY WILL COMPLY WITH THE 4 l _ a ,;,,,,,,,,,,,•.,,,;,. ;, ,• II. �, REQUIREMENTS F TH ` 3 q : t; \ '� / , 0 E FREDER CK COUNTY ZONING ORDINANCE. rr„ l 4. %' ;`•: li1•:: �I_ = t.....I N I zZ L GHTI T T All G S O BE CONTR L P NT FF -0 LED O R S G ,�; ,.EVE 0 fTE GLARE. - „r i , , w i ti ,. �i N M P /3. 0 DU PSTER RO DED. TRASH REMOVAL SHALL BE BY PRIVATE { _a r l3.;`: ,�,/4}, 7-/Ii --� �,CLEANING >n .1� LEAN SERVICE Y � .�F '., �+ ,<s�f:, i ta7+iv'%a; a�; r ' a '•. .. •� 4 4 SEWER + : r,:. , ,; /_ / T . NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL r• ii 7 , LATERAL � ,, ,-• - , ;i I TELEPHONE y •10",�4171�.'."`.:� I - FEATURES EXIST. ��\�\,�� f - i .,.:.SF -- :sl T • . . } / / `lr.. fI 1 q r `JJr , t,3 ?s 1, r- , ,r,. ` . ! , I i /' '.\r, -,, I_ r,. c., (' , i , s', RVICE PRO. STR. 4 r' �. AL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE ;, SE / v(Ir L is ( M ARSHALL REQUIREMENTS. �. TYPE: DI-3C f ! 9' ,1� / All 11*:. r1.�r„ / /i ' r .`� '.'' RIM=662.10 6.ALL UTILITIES TO BE PLACED UNDERGROUND .'1'; a .4 �.� ,'.tad','•': ,'r.' ,^� % ! _ IN V. . OUT-658.1 D ',i: 4 ,�', i _ 7. SIGN H AT S SHALL BE LOCATED 3 FT. FROM FACE F R AN 1 FT M / 0 CUB D O .FRO I ~ f , •• F�ILAGPOLE ;,, , 1 t PROP. LINES. MAX, SIGN H IGHT= MAX - 1 r,�- ,. i S E 60 SIGN AREA- 00 S.F. `ram r a' ! 0 ' r r, I l i 13, NEW BUILDING SHALL COMPLY WfTH VIRGINIA UNIFORM STATE WIDE BUILDING 'r.. ,f• [ q' I CODE AND SECTIONS 4 IN t 30 USE B BUS ESS AND 311 USE S STORAGE .4 ( l j, ,'r 'ti / 1 f j; ;' OF THE A NATIONAL I E BOC ONAL BUILDING COD 1996. OTHER 0 THAT APPLIES o . �r . E 0 ER CODE LIES ,a / j I S CABO Al7.1092 ACCESSIBLE AC ESS BLE AND USABLE BUILDING o ;•: •:�,.<.,•' •,':'. i � r LE BULD G FACILITIES. r.1.`r`: , r 1 l i 9. ALL REQUIRED RED EGRESS SHALL BE ACCESSIBLE IN T A -� Q AC LE ACCORDING 0 BOC ;' r s t.1� , i _ AND A117.1 9 . fr 4. - •, r J• I . t•. ':,f: ram• r 10• HANDICAPPEDH ACCESS SHALL MEET ANSI 117,1 SECTION 4.1 :. .,:'' ;' sEG o .', 11 HANDICAPPED SPACES I � PE ES AND AC CESSIBLE BtF ROUTES MAY T HAVE C P NO VE CROSS SLOPES ice.•. i r' a, v OF MORE THAN 1 E .50. THE ACCESSIBLE T P I 11 - ;;` C BLE ROUTE SLOPE CANNOT EXCEED 1:20. ry j c• t, ' i i bb: f 2.. ALL PARKING H MP �` G SHALL COMPLY WITH THE A NATIONAL BUILDING ' t : � • BOC ONAL U SECTION B LD G COD SEC N 11 0. , E 0 05.3. 'f}( rail %':. �.. :`.,` 1 , f, DEMOLIT 0 RM T AN °3: 1. 11111111111. �� E D B O IN P N / AS EST S S ECT10 I R I M S E UR T ;• �'�.'� ED 0 RE OVE THE Q •r,.• •r,r•rr ,r „ •.,..,• r ,r rr,v r,,,•, •, r'rh, •,ry X) T E SING STRUCTURE. " C E. 111.:': �( ,, . :7 f� r' I r' 14 (I'll SPECIAL INSPECTION ;•I':•%1. '�''r �REQUIREMENTS F O CHAP R 17 A CHAPTER F . N T 0 :BOG SHALL APPLY S'' 1._ THIS S STRUC TURE. •ii�, . L yyy f .fi P T R0. R. 1 S f , i;ix { .. �, i PROPOSED SIGN LOCATION -� TYPE: DI-3B l { ( ;� a„ rr { l A .. v ••rr r rr x 'SEE NOTE 1 AND 7. �`-- �y C3 (... , , :1': _ _. r• / , a :: : / I� _• ,,__ ., RIM-66135 1• ..,,} ..( f - 65 - zn-.-, l INV. OUT-655. . II / c� a, r.. y ,... INV IN= r n I 1� 655 5 ,. t I :U N � , o- l . • w - -' 4 69' - _ INV. OUT-655.00 PROVIDE -1 & EC-1 �` 0 DE ES b ^� I _ BEGIN CG-6 - END CG 7, s y � �'�hOV1DE 48 -20 CASING -1. fl" (P l _ „ ,. R sg1'4 PIPE FOR FUTURE WATER- �'"..I... �'` __.. _-��" `.�', ER ,.'`-kw DITCH INV. 645.27 rr,.r r C. , AP N ( i - �...._ MAIN EXTENSION. PROVIDE4 _. _.. _..:: w m �� `:::. ��• ". 2 >, l �, - A " , .._._ ::.w... h �XTEND1P APr.r r ,•, RCP__I __- - � R TO EXISTING 36 MIN. COVER. " ' "' - _. _ - - -_ - ....... ... 1. w 0 CRETE D C . MA CH EX • • • • � • \ co / .•..... _ ..r .•.a. R T P T .�.... �-_--_ GRADE R PLACE � R . R. 2 _ . • .. � EE S " _.._ .- 1 s r __ _ _ , __ _._ _ P r A :; 1 RIM=661.35 X �pN �� N EXr ;. _ E PROVIDE -7 '_ -'--- INV OUT=656.35 �•( - I - ENTI�G RO DE CG _�.. - ._.__._. _ - I �, END CG 7, BEGIN CG 6 j INV IN=656.55 \t EX. 1-BLOW OFF ASSEMBLY / ! , � , PROVIDE CG-7 L„ _ - / ! EX. 8' V . _ ' - _ / o �X. 1-JOINT 10" PIPE _ .� -- t �1. � :xis INc;iG,� I Tliild L� - RN ENE I "PVC SDR 21 WATER MAIN MATCH T. PAVEMENT . EX. 10 ,,_ ,___Y. _._._______ - SLOPE D GRADE. 200 �" -> N gHE __. -r' , ' WAIVER REQUIRED PROVID CG-11. _ .._ ....._ _..._. _._ _ ..._..._ _ •Y r. 118 SEPARATION _ C _- , SE C .,.---""''..✓'�'`._. _ �, I `srsa Ills.>H `"I'll I7 .,.. _ ..._ .....LANE __ 3�' a +�� _...-•--__- -- �-' l - � _ ...-......,_____.-_-• - <', EX. 10"x "TEE --_ -_• - - ---- �,____1__...__ LANE I _. .-..... _. _________1____ _-_-_ -_ / 11PROVIDE ES 1 & EC 1 E �' B RRYI/lLL __ �,� I UG LANE _ __ , _ 11 E ____. / ROUTE 7 _ - _ _-- -� _ _- . -5T VA ------ - - - - �� , _.__._ i ..-.___. ...._-_ � J INV. 6 __. p1ST (V14RIABLEWIL) EX� 150' Culvert Summary 45 M• �. 0. TO M'l�,,1..BR�IC Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 54' T� D -NNY CANE .... 2 1 655.65 655.00 42 15 1.55 RCP PRO. STR. 5T' 2 656.35 655.85 23 15 2.17 RCP TURN �� /1/ F TYPE: DI-38 'LEFT 3 659.00 656,55 69 15 3.55 CPP �... EX, 2041. DOWNING RIM=659.25 INV. OUT=656.00 4 658.10 655.85 125 15 1.80 CPP ' 1 TM ID 558-A - 77 ADJUST STRUCTURE FOR INV. (647.18) `' HEIGHT DIM LESS THAN ''`� 5 656.00 655.75 56 15 0,45 RCP USE.' OPEN SPACE HEIGHTMINUMD % </ _-; .. . Str To 1 ZONED., RP i / 1. p Storm Inlet Summary PLANTING SCHEDULE a& LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-22' to INV COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY, LITHONIA KAD 400W MH 2-FIXTURE MOUNTING HEIGHT-22' Str. No. Inv. In Inv. Out Top Elv. Type Throat out ft 0. PIN OAK 2' CAL 0 6' HIGH AS SHOWN 8 1 655.85 655.65 661.35 DI-36 8 5.70 ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED ,�R,,,4P11%C494CWE 2 656.55 656.35 661.35 DI-3A 4 5.00 RED MAPLE 2' CAL ®6" HIGH AS SHOWN 8 SO THAT DIRECT OR REFRACTED LIGHT FROM THE FLOWERING DOGWOOD 2' CAL 0 6" HIGH AS SHOWN 3 FIXTURE IS NOT VISABLE FROM OFF -SITE. 20 10 0 20 40 3 -- 659.00 661.65 DI-1 -- 2.65 4 -- 658.10 662.10 DI-3C 8 4.00 Q HETZ HOLLY 36' HEIGHT 5'-0' O.C. 18 EXISTING UTILITIES AND MILLBROOK HIGH SCHOOL ( IN0 JAPANESE YEW 24" HEIGHT AS SHOWN 9 ACCESS ROAD LOCATION BASED ON DESIGN PLANS. I inch FEET) -- inch = 20 ft. 5 656.00 659.25 DI-3B 12 3.25 THESE FACILITIES ARE CURRENTLY UNDER CONSTRUCTION, CONNECT T X. 0 E 2" FORCE MAIN _ r I 1 � �/4t L 1 2 'BND r 2 2 "' 3 ' � f �' f i r h . VI o �I V ( O1 I r _ �I Q // Y r r Q � I( Q , I f `, (w� 1 I I , v' � 1 1 V O 1 1 { w ) t ) 1 1 I, r �.l 1 _I r Tll,' ! O <J 11 z. I I " !f ! REMOVE EX. PLUG I 6 RCP . CONNECT TO EXIST. WATER MAIN I 1 I 11 n I / �_ 0�7 i Nb -� �; 1, 7L r U 8 vi Vi ?- a o z N r a (i � U O d Q wa U � r3 (10 o U) W o 0 �, Q N N 0 + + M V- rnj N G 0 HE C► m (0� 1i 5 .M QVy 0 .. � C Q i > Pu1I J 0 (911 y w OD t L 0 C aj 0- 13 PC :a J a 4•+ L_ °� 9 " 44'`° i V Q C y 1 W i>f~ r.a 91v ,69 to �; d: >� �LL � �Iq \� V N J , � Y O J 3 Z A�tpI Q O a W_ OzL 'w N _ U O I (, r -11 Q. �N t'-Z Q ,w- [] a 4/ v v -- C _ 00 h V � W .6�1 � o w O 4 w C17 k z O v v W SCALE: 7 =20 DRAWN BY: ,IDS PROJECT NO. DATE- 2-21.03 SHEET 2 Of= 5 I EXISTING RIGHT -TURN LANE i , 2' EX. EDGE OF PAVEMENT MATCH EX. LINE &GRADE D VDOT CG-7 LLJ. '14�� Ai:i� VA. ROUTE 7 8 WEST BOUND LANE a 12' WIDENING 2' o VARIES THRU TAPER SHOULDER PROVIDE SAWCUT EDGE. W MATCH EX. LINE & GRADE t n EXISTING PAVEMENT //4 F/ tf/N ..- ..,...., '... - 1. ......... ...I ......... ;:• ::;;... ..•:•::T- .... I. I I I * I'm 1') .... I 8" 21 B EXTEND 12" BEYOND r 4' BM-2 12„ �. I r*----__._.,,-__-_-__.,__-__-BACK•-OF-CURB__-_.___._. 12' 21B I-- I, ^`�' _..__,..�.___,_FXISTING_..�RADE � ,___.__---_--._. EXTEND AGGREGATE LAYER EXISTING GRADE (" - ` I\� ''`1 ROUTE, 7 SECTIONS 12' BEYOND PAVEMENT A AT IS m (s)•) CENTERS PROFILE OF TYPICAL GEOWEe GRAVITY WALL GEOWER•GRAVTIY WALL WITH VEGETATED _.. _._' �_' `✓ ( .. ___ ..........-. . , t , INDICATED -SECTION SIZES AS a INDICATED - SECTION SIZES IS 28 ( - .) re ELLS WALL SECTION SIZESVE ASATEO ^I I- 287 (10.57 I! OUTER C GEOWEB GRANT,' WAIL WITH VEGETATED INDIC I I` 10 OUTER CELLS j _ i ...-"--.._ - 1 ' 1 r ; _, ( 52 B'J �k � 3 CE I I r 15 _.-.,__ " _.... i f �_ _ - f is I 2 a7 L _ � , 2 67 __ _,-_ _,...�,,,.,. ,_ .,_ .. ��• � i .... ,, I �,..,, -^^�� % f3rE- �a _PR �Te �S GRANULAR INFILL "`•. _.__ _ ,,• / ..... -.. ^•�.;._ _• 4-CELL - GW3W61DO4 .n1 1 C ...�'" -'.4-- ___.._.. .-. I I - . ...I.... ^---`.. - - GRANULAR WFlLL 43 CEELL GRANULw INEu 3 C L 11 .� f V . 5 CELL J1N81005 1 006 _..,---_.., ! , • )j(J,J{ IN / •�_._� .'t 1 672 .. ... ...... .... ...... .. f 4 E 0--- PERFORATED PIPE 007 r -`.... --».. i' I I .- -- I I _� WRAPPED N CEO7FXTILE I , 1 .. , .. - _ �_ 554 CEEL 0-- PERFORATED PIPE I WRAPPED IN OEOTFXTILE ~__ I G 0 -"-' ', -�.,_• - PERFMTED PIPE 11 •' _ __ ._ -- ----- V7 " - __� 6WRAPPED IN GEOTEXT►.E / 1 1ED t, 1 Z c� �_.... -�' EXISTING fib" j' o°� I�LLINGNGPPAD 2 1 , II f � I r fz pO I + ..�-: .... • - - • .... -`'f -_� _ 1 -3 TEE V �` � _- • GEOWOOR COLWACTED _ _ _ _ / t� 1' ' J ' - ED S �� aTDNE LErEw+c PAD SECTION B-B r 1 Y � .,. •_.. ., _... ,, i r- I •' � ..w- -_ _- ••• � .�-' -�uX G.V. �`, ..... SECTION A -A GEowEe a+ coIWAGTED STONE LEVELLING PAD .. ... '••.,, �-...2 f- , &BOXES i�� }`_.._ '! I - �' J219•'• /'� -10 LF PVCS OR21 �. _ .., 1�1. S8 2 SECTION C C _7_ '1 „'! !V� jJ (� � I _- `_ ; r ! 2-1'0" PLUGS` / %1 / C� = ' J \ CROSS SECTIONS OF TYPICAL GEOWEB GRAVITY WALL JJ C l �/ � c� ' +� ` I 13 I� 14 , 2z6 91 , 9 1 o T / �, s �.. ' \ / r'" : "� ` "�' GEOWEB GRAVITY WALL GW30V608X%) A. - 4�� ! ,.•� _. .. _. � ff WITH GRANULAR INFlLL N INTERIOR I ' ' ��w ! _ �i� 67 : , • • • _ /- CELLS AND VEGETATED TOPSOIL IN - 1•, ..,,,•� �' / 670 fI�' --- - AS INDICATED. SEE NOTE SIZES, ' --- �/ �' N 668 iI. _ _- , . _ ,� `� t _,.__ - 6 _.___ - , , __ , . - . / 66 1. i _ Al6 SpR21 PVC C01DUI T l I pD -- - ' __ ; DD -..-., I , . DD _ 4 1 I 6 --�- pp - 4 4 E � .._. FOR, FM. Z 66 _, _ I /� �__ , �y ; i - SUBDRAIN , / ) , ' _i so __ / I - R Q 2 / � 3 5 E C!-- RC , r E _ I;1 1 W 1 MA/N __ __.. __ L _._ _ Z�, SA ( ?� / i �'�--.�' / ^ - / NOTE ,t: S ecific chorocier slits, structural values and limits for the r'1 �• l� f J ,. Nl/AR! __..._ 1 ; �i - ection(a) u nd/or are based SEA, 7 /� I I. b ., }, on y ER ,, S �n use of Ihs'srecommandatotn ana/o� dswngwmumoterialsomonufacur tloby -'"�'-"•^"----7�, EMENT ,, //", 1 I I ' / . ,/ i .:---a-•• .. ""•A n "'�'\ O6 1 others than Presto Products Company causes this recommendation and/or •»«: _."-"- -•- ; -..: ; . . V n , ., r� �,t .. t drawing to become invalid. I .. _ -- 68 !' 1 •, .; I� i ._� r t _ . ,. • :�j : a t .L& ��^ - - ASSUMPTIONS , �_, : I / 1M 9 t / _ . . . ', p i / ( .. r /' ,`�, I. GEOWEB INFlLL SOIL• 4 -32; Y -125 pcf r..,. f J I �30• J Y -- - I n \ 120 u.ft i RETAINED SOIL, � , Y-120 I>cl ' I 3' GRAVITY WALL -,.a - ,., r} ._�.,;_ i - `' r ,_ _. >r- - jr A. . . . � , •P `--- i` 4. SURCHARGE 50250 Ib/sq.ft , -_ Ib/c --= _� ::_ -' I ` 'AR DOWNSI'POUTH, PA 5. SUITABLE DRAINAGE PROVIDED TO PREVENT . • D PROPOSED GEOWEB :<.,_ ; ' J ~`"'.. ... •. J ' i ! (p.� 'I"" ' / - o .r > i HYDROSTATIC PRESSURE BEHIND WA1J. ,.� • I __ -.. .. _ . ,,..._... -_ . , .. . .F j a o• . '' 1 .. U '-^--�_ � ' _ fi. GLOBAL STABILfiY CONSIDERATIONS NOT INCLUDED �( /, OF I I iF / • ��Etr 4* ,a I '! 4� \ \ / AS PART OF RETAINING WALL DESIGN. e•°•,.•_..•.._.-... , - - . -'' I; � � ( I , • � -'-- -___ ':._ . ( p i 1 f � _ . 11 � f V ` r ELEC /� Q ___1 a E ° ' r ' i S• LEC A. I „/ %% ary , r C 665.10 p �,�. I `-�- ° ---_. - Culvert C Inv. e n S mm Out L ft Din. S % Type 1. ' ----��•� c: F L fi 6 20 . ,\ , i / - , � • . ; _ `, - _ 1 655.65 655.00 42 15 1.55 RCP ' -, 1 w. 1 I l��c�� I / ` I ' l . ' I - __ 1 r f o. - .' - � I � T C 664.35 ; -� � - � 2 656 35 655 85 23 5 217 RCP 1 / ! 6660 / W c,�-. \. 0 3 659.00 656.55 69 15 3.55 CPP . / ., _ , �._ l r r l r `/ f / 1 ET ' ! 0 } 1 \ 1 r - R ti� / , / ,: <;; 11, ;, - -. £: , l 4 658.10 655.85 125 15 1.80 CPP X / I � 0 I ; ` �= �:� ' ; OSED , iB JiLDING / I / I r 0 I P,Wfl } (I /, ( \ / 5 656.00 655.75 56 15 0.45 RCP 1 l / I 1' (� 1 (( ; �# ' : �. $ 671 'F, � / T C 6fi3.00 I` k �-� __r i ` _. I 1 1) i . �� uI � - � ;} / � l \\ Str Top -_ i r � I I � A, 1 :r� �� ..• ; . � I \ �, i !` Storm Inlet Summary . I r I V "SS to INV f , .°. i I ! QJ <�= 115 S \ Str. No. Inv. In Inv. Out To Elv. Type Throat I / i 1 / 664 u .,. ..M_m• :.:.,I 664.67 . t P vp at :.-:., rr : r t } ! I I; (< , T C 662:67 �� n I� / ; - _' :,1 EC-2 MATTING \l , 1 out ft 1` ! J �y i� 3� ; 1 655 85 655.65 661.35 DI-3B 8 5.70 i Q �, o I `- t� ,� ;.r �, _. +,; % 5 656 35 661.35 DI 3A 4 5.©0 \ 11. I i 1 ^� l 1 ". \ ' ' ;'' T ,W 661.00 , / /� l l �� 1 /� , (" I,1 a .'� ` � % ; I �`_--!.._`i 3 -- 659.00 661.65 DI-1 - 2.65 1 I / / I ,I 1,,- / l ;ti k - ? / � X r C 662.10 / PLO. STD'. 4 ? `' - 4 - - �! j t 1 / f �� 66� i t `' - �.s �� s� W. DI-3C� ;f :. �,F 65810 66210 DI 3C 8 4 ©0 I I 1'ill I / ) IP / ��;: _ f " � RI�662.10 5 656.00 659.25 DI-3B 12 3.25 -:;.1. I - 1( f T C 663,70 664.67 ••, r Al , INV. �UT=658.10 I� 1 / ; _� o f _ I I I PRO. SR 31. - R Y w. J , . a' � / U�TLET P E r @ .. , � I TI MAR- i TYPE Dl 11. .. =T -J. ,4• Qulvert Width Length QI ., ....• ass - 1. �n + T.,. RIM-66165 t: _. .. , W V Al WALL 1 f ' ` `/ r I �� ', / / \ ,110 GEO EB GRA TTY RET ING 1 9 8 Al INV. OU-659.00 / ' > < SEEiicTION THIS SHEET r11 I.I `` 1,_ ' J I r C 662 ,; ', ,� h o . 66 I T C 6 85 6, MAXIMI UM WALL HE/GHT= 6.0 F'f. ' " S1. 9 8 Al `, _ I tl� f I = 11 � o ; j '% /' FACE QF WALL TD BE PLANTE W(TH ;� I 1 I - 1 O � L-L I � ,R. 1, , � CROWN VFTeH._ .� y + O . �' J _ 1 , ` �� r �\ I O I �, I, I 6 / ,'P T C 6 }.30 ® T W 661.00 l J ` \1. �' t __. . "1 w. I °' r+••� tj - I f ' l r I \ ' 1 / '� o ; �. _ f C 662.55 T 2.8 1 / \, _ ..., ,�s _ .__ - '' .' �, , ( ! f j1 L i I I \ I r 62 : :• i l I t / 1� j C r.I,-� _ , 1 T 2 OA I _ t I �_. I � / i I r Q i o I ............ ,. / { _ -•/ , �_ i t •,O I •,a,w r. r_ .. , •• .. _ r 1, 662.dA�;,✓ %1 .. - _ , _ . - . :'11 W 66150 ►. ' ! I \ \ ;' l PRO. STR. 9 _ �, .• / / TYPE DI-3 1 i, , T ,� . B J _ . 1 , / f S',l, C , %- t 3 _ i ;, �� RIM-66135 .t ,pyr�yg� ` ..Y-� , .. , • ' ' INV OUT 655.65 / 7 J �,-I P 662 - - ' '- I. ' : r`• �6%___ INV. IN-655 8 - - . �. �c 5 2 _ - _ / I 661 ) - / 5 r i �T u1 ; I F 660---,.- i.. f ; �o`� INV. OUT=655.00 I -. - , _ - I. _ ... •� n E,,� • I - 4:69 11' E - i . � 659 PROVIDE ES-1 & EC-1 _ ,_ -�_ - ' I SF I IT . _ . r. ,� _ .. 1 '- .1r . ;..l : : J 1 1 `_ N / / . -�--- 1, , � 1 ........ .. ,.••....... 658 , 0 .- • Il- GN I- •, 58 .�. 6� DITCH _...._. t _ :., . _.__ IN 645.27 I -" - ................. - ............. 2A _ �_ -I�. _:. XT N IP T XI TIN -__ �� - -� --_ E D RAP DES G % RCP F� / _ 65 / I IP I EX -- / / o t \ Cp --- CONCRETE DITCH. 1, i .I........ r - - /1 :..: y - PRO. STR. 2 - - s RADE. E PLA a, G _ \. P 1 A _. _ ,. _- _ / TYPE. D ' _ __ _ __.�,_ ,. --- j RIM-661.35 � CQNC DXi., w__.__ . CS --- -_'" r -'` INV. OUT=656.35 EN` \ _. --�� PROVIDE 4 CU. YDS:' CL Al RIP RAP ..• P ........:..... INV. W=656.55 ' \ Q J V ,'••-•....._.............................................. �� 7`?-_CHANNEL LINING FROM GUTTER 70 ,� F t `�� '\ ; . _ 65 ROADWAY GM DAM w M ,. � -/ � EXISTING DTTCH. f� LEGEND �I _._ r^ 1 R,,I L ` E - XISTIN RM NA & STRUCTURE ---- -= .. _.- __ .,_,..__ ' o w__ - xls nrlG RIJI %°° 654 _ Y _- - G S 0 ORN GE R RE m _✓/r t --- _ _ . _1 r � _%� = _ _- u ..• ., . _ C� - __ PROPOSEDTSTORM DRAINAGE &STRUCTURE ✓ r, , .... o,� - _ __ _.._.._ .. 6 _ _ - - . . x. r' I. I ;'.' ' ,. __ � - _ ___ PROPOSED CURB &GUTTER __ �, � � ��- � �I LANE .••'' _.- .... _.... � ., � TFIROOCFI �,tiE ,�.'i�, RI( _ ... , D _ _ . ----- --- .............................. �_ ,y► iU L3 -. �s8Sl I, �-_.____.._,- _ _:.. _ - __ � ____.- DRAINAGE FLOW _ _-. t I OUI� _ � � ; v _ _ - -- 1 DRAINAGE AREAS DEVELOPED ........................... 1. Q 1 n __ 51 . 41 F I ----- ----- _ , _ _ _ _ _ _ T aI�E lE f- tIG� I A , � tiiJnlD j 1�(RGl1GI- � ._.._- _ ,. l INV. OUT 655 75 _ , _...._._ IE�• P ES- 1 & EC- 1 PROPOSED GRADE - ............................ _' EXISTING GRADE z11 PIKE .w - - �1 - PROPOSED EASEMENT AREA - - \___11�1_,O E ____.- ---,_ B -. -,-.,-,.. __:_ ---"-, % I J. �� VA. ROUTE 7 - -.--)--, - _ .! { J� [I.-- 'I.. � - 11 _ 'I .. _14�'. - - • . _.. - L/ * PROPOSED SILT FENCE �� _ _.._. ...............•--•--•...... V. 6. -� ,�' AP/�7� CA 1 A SILT FENCING F A /CS E � IN -_ _ 4 -. •-••,• 20 70 0 20 40 ( 2. ALL CULVERT INLET PROTECTION TDEBE 6 ,g�) ••••••••- CONSTRUCTION ENTRANCE -- _-- ..: ' s 3 CONSTRUCTION ENTRANCE TO HAVE A WASH RACK _ ._ ` ROCK CHECK DAM OPTION ''<'� ,�,IIE -1 .. ' " ~ / I INSTALLED. RIP RAP CHANNEL LINING . _ _ .; . -_ - _ _ _ (/N FED FREDERICK COUNTY MAY REQUIRE WASH DOWN . -.07 1 n -20ft - • inch _ _..._ ,�.. _ _, . _ MUD ONTO . .. _ - . - F WHEELS TRACKING 0 I SILT FENCE INLET PROTECTION PRO. STR. 5 i/ PUBLIC STREETS SHOULD A PROBLEM. F&--@ TYPE: DI-3B �: /, . RIM=659.25 `, � ROCK FILLED CHECK DAM ............. •.... IADJU �T STRUCTURE FOR . RFCD HEIGHT DIM LESS THAN MIN. _ 0 U Er Z (0 9 5 t3 Q 25 W C__ 0- CAI r O I �N T2- W �I. •*I PRO 00 11111111, •� O 40 m 03 07 00 0 C Q CU Q L. C ic Cd C J 0) L. C .F W o� .0 6 :6 �I . �§ I b 9-� I � v v 4 6>LLI w \� INI,A 4 w V of 0 w � U p LU Z L'i c5 WW�aoW�a �,�, O _ 0 ___= Z C3 Q) v W 1 "=20' DRAWN BY: ,IDS PROJECT NO. DATE: 2-21- 03 SHEET 3 of-5 6A •II 655 C F F s L IDATUM ELEV 650.00 r C V !l, CG_6 NOTES: 1. THS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB !, CUTTER. 4. FCR USE WITH STABILIZED OPEN-GRADEO DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5 THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS ANO 45 MPH OR R LESS N IDEVELOPED DE URBAN 6 Sl1BU?BAN �•TI AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD Cr-7 IS REQUIRED. D D_ D > D ---- D------D------ 6" T•0" THIS AREA MAY BE CONCRETE AT THE CPTICt4 OF THE CONTRACTOR I05NCE COMBINATI011 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATICN THE BOTTOM OF THE CLOG AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIIMWA DEPTH Of 7" 6 MAINTAINED. CG-T 7�}-- 2" R R wlz Jf,IR i. . ia. .A. f .•: .' A. 4. !° The bottom of the curb and A, gutter may be constructed parallel to the slope of sub- 7••___-`. 2'-0•, surface courses provided o minimum depth of 7" is maintained. This area may be concrete at the option of the contractor This cub shall be used when design Mien combination mountable curb and gutter is Speed is greater than 40 MPH on used, the Standard Entrance Gutters or Slondard Rural highways and 45 MPH in Connection for Streel Intersections ore to have developed Urban and Suburban the mountable Curb configuration incorporated. areas. When INS standard is to be tied into existing burner Curb, the transition is 10 be mode within 10' or the change in standards made of regular openings. Note: Comb cub 81 gutter having a radius of 300'or less (along face of curb) shalt be paid for as radial combination curb & gutter. This item may be precast or cast in place Concrete to be Class A3 if cast in place, PSI - 4000 d precost. COMBINATION 4" CURB & GUTTER SPECIFICATION REFERENCE VIRGINIA DEPARTMENT 105 of TRANSPORTATION 502 201.04 670 665 660 655 IL GEOTEXTILE FABRIC - DETAIL 1 r"B SECTION A -A SECTION B-8 DETAIL 2 SECTION A -A DETAIL 3 r I A _ � C CIS Sy L SECTION A -A NOTES; 1. FOR MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENOWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO 8E IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• OEOTEXTI-E FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4 5 • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICN_ OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISEMEIGHT FOR BOX. ELLIPTICAL OR MCH CULVERT. 5 RUSE TYPICAL SECTION SHOWN ON PLANS OR FOR S'IDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. MIN.OEPTH EC-1 U" CLASS I 2' CLASS E 3' SPTIU NTLECFEIEnc`1IaN STONE FOR EROSION CONTROL 204 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 0� t14.01 W-3A30'3C EXPANSION KEYED o„ FOR DETA_S OF INLET JOINT CONST. BANS `L A,ppRpArHN JOINT (GUTTER O; 7" BNVt SUBBASE ------- HARDWARE + AIRS f - CLOTH n + WEEP HOLE. 0 SEE NOTE 8 - •S7EPS�S'EI OEM U-111111111 i NOTE 5 8' B" SECTION A -A [--A I- KEYED CONST. JOINT L-VARIABLE - MAX.20' _ _ - W�ATRTPEF� 2- APPROACH ARS A GUTTER I__ __________________________________________ _____ �_ '' • . ARS ----- ° ------ - BARS F BARS E I.,_ B iv _ ' #3" WALE TER m • BARS B WEEP HOLC FRONT ELEVATION BARS F " r- " •• ------- - ---� (GUTTER REMOVE01 +/,, 3'•0" 5X1/4' BENT PLATE - SECTION 0-0 TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 e, CG-7 STANDARDS. Y 1/;, R ,-..,r. GALVANIZED N/4- TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS- TYPE A • I TYPE B /�" X 4- STUD SHEAR CONNECTOR MELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO 946 E IRON AT 2'C-C- CONNECTORS AND IS TO BE ANCHORED WITH y2- X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT T C-C. _..2 APPR. PAVEMENT 01.3A L DI-30 L 01-3C L WARPED PAVEMENT -`Y t - - - --- LJ t I - = I s t FIOW FLOW I 1•f,. r J t J DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO RE SYMPIETRICAL SHEET I OF 2 STANDARD CURB DROP INLET 12'' - 30" PIPE: MAXIMUM DEPTH (H) = 81 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 e w � •, r� ��e I A wwrwrwwwwr rwrrw..w• �IrIrwwww rerrwrerN:ewlr/neeYwr+risYlw/Y YYrIrJ�Ir40�lrVI _ ' r �i/r�I�N�.eirrrrrr .r�.r+wlra�rrrrrNarara�ra SIN elrrrR=rr rurrrrrtNrN=•rrrrrr Nlrrr rr=�I/rrrrr rrrrrrrrrrrrl eerrrrrrrrr rrrrrl �a � rrrrrrrrr -' - raNrar=raaNrw . �__� 'n ��:.�'� I Ctr- n Ae STREET APPROACH SAC A AS NAIE14E LRADR� TO BE A6 l}: I ROADWAY - SHOWN ON PENIS) ; - C I 1 A- C SHOWN ON B AS L 2. STD CG-1I NCp OMBICUTT / � 0� \� N 511)-C6.6) _ 4'SIDEWALKI®W ♦♦ I Ie 1HT A6$A3 .-EECONCRE,rj •.,4.,.►,•'r...:�',;�•.i." •__ ----- - I W I OPTIONAL 6" TE � N FLOW LINE ( .0 y6. ^_-- EXPANSION JOINT - EXPANSION JONI _ A -'J t NOTE=WIDTH "e" 2,-0- (IR AS rr WuarE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTNpN- PLAN VIEW M CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE ®WHEN THE ENTRANCE RApeCA NOT ACC0Ire00ATE THE T(RNND REOLXIELENTS OF ANTILPATEO HEAVY q`PARABOL)C CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK t CURB LIMI15 OF THE RADNSN[XLD BE EDGE OF SHOULDER OR 8 Mnx� D INCREASED 0 7. Ovr0N4Al Flow LIE DIVE ICI - - D IS USED FOR BUILT WHENCONdt)NCTKINt1TMTH YAILIN E ROADWAY _..__ ~ -` -- - -' --- - -- - -- - N VDOT PRO,ECTr .LPLEASE SLIMGIMIGE E „•,•• -_.. D NOTE THE FOLLOWIIFI 5, WIN 40'W.FOR STREET D * SMALL BE c TOARTHE aAw LIE7(EXLEPT ANYoNSTRucitEo 51b1iRADE DESIRABLE FOR DONNE STABt ATIQN REOINREp FOR YMNLIC PAVE NT WHICH CAA BE OMITTED N (1NTILMCE THE ENTRANCE.) SECTION A - A ® OftCOMOSdATIDN cute GUIDELINES FOR GRADE CHANGE D TE SHALL NOT eE CONSTRUCTED THE RAW) LINE EXCEPT FOR KMREPLACEMENT PURPOSES. WHEN ICED N COKILMCTION VAIN STANDARD ENTRACE VOLUME DESIABLE IIA)WN CG-3 OR CG-7 IRE CURB FACE ON T'MS STANDARD IS 1'D K ADJUSTED TO MATCH THE YDUNTAABLE CURB CONFIGLRATON. HIGH (MIM THAN 1500 VPO) 0 X 3 X SEE SI ANDARD CC-12 FOR CURB RAID DESIGN eEORIA f500-IS00 WlPp> s3 x 8 i TO BE USED WITH THIS STANDARD. LOW NLESS THAN 500 VPD) 96 2 r t * PLANS ARE TO bMATE WHEN CONSTRUCTION OF A FLOW LINE 15 REOLMIED TO PROVIDE POSITIVE ORMNAM ACRIRM THE ENTRANCE. PORTION OF pUTTERYTO PRECLUDEMARPIIPONW4 Of WATER sPEcrlcMTgN IMETHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS sot AND COMMERCIAL ENTRANCES VRGINA DEPARTMENT OF TRANSPORTATION 203.04 - 1 H X QR T TER II AN 40 I I I I I I I I 1 I CENTER ROW MAY BE ELIMINATED WHEN SLOPE I I I IS LESS THAN 4:1 J I 1 1 1 1 1 1 1 I 5'MAX, 4:1 OR FLATTER JUNCTION SLOT I � 4- MAX. STEEPER THAN 4:1 1 T CHECK SLOT I ,.• }, EDGE AND END JOINTS TO TERMINAL FOLD 1 BE OVERLAPPED 2" MINIMUA. JOINT / LAP N. i t I 1 2" MIN. COMBINE THIRD ROW OF STAPLES FROM EACH STRIP IN LAP WITH ALTERNATE SPACING. ��n I 1 .bW likal47N4 •11DJ i MAX. RANCHOR SLOT o TANP SOIL FIRMLY I' L �'• ANCHOR SLOT TAW SOIL Fli \-/TERMINAL FOLD I I (AMP SOIL FIRMLY (\TRAP SOIL FIRMLY TAMP SOIL FIRMLY I i 1 1 CHECK SLOT JUNCTION SLOT a Notes: -►t-�+1 TO 2 i• 10 2" 1. APPROXIMATE 200 STAPLES REQUIRED _ PER 4' X 225' ROLL 2•CAHEORSLOTSSi BETION BI.RIED BS ODR2" AND VARIABLE. JUNCTION SLOT L3.NAx SPACING C-C CHECK stols 100'SLOPE 4% OR LESS 50'SLOPE N0. 11 MIN. VARIABLE STEEPER THAN 41 GAGE WIRF. 4. ST APLES FORMED FROM n0.8 STEEL PLAN VIEW WINE 8" STILE MN�NUM LENGTH SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH FOR SANDY SOIL V 51APLE MINIMUM LENGTH FOR OTHER SOIL. GENERAL NOTES: 1.BASIS OF PAYMENT TO BE SQUARE YARDS CF PROTECTIVE COVERING CONPLETE IN PLACE. 3. JUTE MESH OR SOL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR. WITH THE EMENSIONS SPECIFIED ON TYPICAL SECTION. C WIDTH OF MATERIAL MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF 2.'T-TOP" STAPLES OR OTHER NARUFACTURER'S OESIGN APPROVED BY THE ENGINEER NAY 4 OR 5 FEET. BE SUBSTITUTED FOR THE STAPLES SHOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VOOT'S APPROVED PRODUCTS LIST FOR ST'D. EC-2 MATERIAL. SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE 244 114.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 606 END -SECTION 12" - 60" PIPE HUD END ON OUTLET END-SECTXWS $MOT £HO ON OUT END-SECT*N x - - - - Ix p�E j� g� I _J 10p0 PSIMIIQiAJM i PLAN L�er••un��:Ns:N Dd TER or MC r + 1 E FNn VIFW r rnaug• rram�• eI�T_ iWW=W11 IKE.= 111IilGMIN131M I II I� � II III III l� l _ IIII�� II� ®Ki 0131 AxwWIANwxi%`ice© NFZMt4i MM 11-1i 19MM_ EAMKIMM I • ALTERNATE END -SECTION 12" - 60" PIPE FAID END ON OUTLET END•TION! SEC WWI END ON INLET ENO- CTION 1.. ( _. ♦OOO tKRE TOBE E 1_ 1 PLAN SECTION X-X OFTER PM 1 + 16 \ % C END VIEW rgun,1201 • ��s�r>•®��sa�r IIII��IIIIIIII��IIIII�L"_` YI�IIIIIIII'!r•- �FF� ww'Aw W mxs *,alter wx 7ii miff 7 99.�� III Imam �f MUM IMii'+6iMawmt M PAY LINK Q NOTES: •- e IRE LENGTH! ppYM ON PLNL!lAN T! r�NHA�3THE fITO �A�[OTNN fCNID1.ip/7TCITWIC C xWW�L�IURL��TpOR��ELEC T iNE *"F 1E1iCE OW.X '9', O By SLOPE DETAIL SPECIFICATION REFEI'IQE FLARED END -SECTION FOR 121'-60t1 CONCRETE PIPE CULVERTS 302 VMW DEPARTIIEHT OF TRNMPORTAIJON 107.0f I/I SECTION CAST IRON-.1----/t SECTION STEEL NOTES 2'- 7" L 21/2'. A 21/2" • 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lu a to be 1 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD Cast with Collor 1-3/t• W-IA \ B / B 2. THE "If' D1NFti101N SHOWN ON THE STANDARDS A -- A N - Opllwol 8roce Ribs '� CAST GALV. IRON STEEL 66 ± 3 Ine. 43.6 lbs. inctudinq nc,udng lugs onncclors AND SPECIF ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. Cne relded PLAN "H'• DIMENSIONS ARE APPROXIMATE ONLY lent FOR ESTIMATING PURPOSES AND THE ACTUAL dAtENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. Weld of( 3. WHEN SPEC:FRD ON THE PLANS THE INVERT IS connectors TO BE SHAPED IN ACCORDANCE WITH STANDARD to Collor IS-1. THE COST OF FURNISHING 94D PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. 9°/2" 91/2" yt' . 4" 4, N THE EVENT THE INVERT OF THE OUTFALL 2'-7'• Lugt� Stud Shcor PIPE IS HIGHER THAN THE BOTTOM OF THE 4'- connec lore STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO 9'h" PREVENT STANDING OR PONOING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING PLAN AND PLACING ALL MATERIALS INCIDENTAL TO -� • INLET SI-APNG IS TO BE INCLUDED N THE END (Grote Removed( \ PRICE FOR THE STRUCTURE. 21 SECTION B_B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0' OR GREATER. FOR DETAILS SEE STANDARD ST-1. DIMENSIONS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7 p 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4••2" - D TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. W LIED DOWELS A R 2'-7'• � Hardwrue Cloth 2'-6" NOTCH MAY 0E PROVIDED. SEE STANDARD DE 3" Olomeler T-3• T-DI-3,4 FOR ALTERNATE DESIGN. weep hole p'o See Note 8 'oi S. 3" gMNETER WEEP LE WITH 12"k12" PLASTIC ry v� mr D. Color "n .0> --4" depth Aggr. j` N68,A178 or .E E .t. i2.. N8 6" .idth 1 iv Ln io ir, t2'-15"-18" or 24" 1 N vNin p e HARDWARE CLOTH I/"" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER O 03", NNUBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (MOO P9). PRECAST CONCRETE IS TO BE 4aOO PSI. 10, ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON, - "f SECTION A -A - ii-�� 4..I CONCRETE QUANTITIES FOR MIN. DEPTH I" IZ" concrete pipe - 1,440 Cu. Yds, Concrete SECTION C-C SECTION p-D 15" concrete pipe - 1.528 Cu. Yde. Concrete t8" concrete pipe - 11620 Cu. Yds. Concrete 24' concrete pipe - .817 Cu. Yds, Concrete GRATE DETAIL Ado 0.469 Cu. Yas, per eddlfonolfool of depth. APPROXIMATf WEIGHT Cost von Grote 363 3 18 Ibs STANDARD DROP INLET FU�Na 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 Dt VIRGINIA DEPARTMENT OF TRANSPORTATION M2 Z SVj 6 (n W o U L¢ 8 N C? I 0 N I Z C') .� .� QD v v LL op" L UI J 4 W 0 L_ C C 1z Cd O J •f" m uJ v i �� • -. ay U 3 c 5� y CO 0 W OpB 0 io is 00 pond Olivetti �aU r `N IA \ R. � T • (t 3 Z q cDLito k Uj < (uoV)-foq W*-r••RL rr^^ v1 o � qw �q Pq N O V V J W °w SCALE: 1 "=20' DRAWN BY: ✓. D, S PROJECT NO. DATE; 3-3-0.3 SHEET 4 OF 5 CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) SILT FENCE CULVERT INLET GRAVEL CURB INLET SEDIMENT PROTECTION FILTER TEMPORARY RIGHT-OF-WAY 1. SET POSTS AND EXCAVATE A 4X4' 2, STAPLE WIRE FENCING TO THE POSTS. DIVERSIONS EXISTING TRENCH UPSLOPE ALONG THE LINE 70' MIN. OF POSTS. ENDWALL A PAVEMENT 51 VDOT #1 COARSE AGGREGATE18" MIN FILTER CLOTH Or A MOUNTABLE BERM - - - - - - - - W� "CMIN 6" MIN. (OPTIONAL) CT SIDE ELEVATION TOE OF FILL CULVERT EXISTING GROUND 70' MIN. T B 10' MIN. WASHRACK (OPTIONAL) 6' IAINIIATJ'A 101MI FLOW 12' MIN. EXISTING Jill PAVEMENT 4' Z TOE OF FILL GRAVEL FILTER 12" 10 -I- I\-- 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKIFILL AND COMPACT THE RUNOFF WATER WIRE MESH TYPICAL GRAVEL STRUCTURE Z VDOT #1 POSITIVE DRAINAGE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 0 0 1 COURSE AGGREGATE TO SEDIMENT FILTERED WATER B TRAPPING DEVICE SILT FENCE 0 rr DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT 0 MUST EXTEND FULL WIDTH *11ASHRA K C (OPTIONAL) POSIT IVr 13 M DRAINAGE OF INGRESS AND EGRESS OPERATION PLAN VIEW . I S-am# L FLOW COMPACTED SOIL 12' MIN. IT OPTIONAL STONE COMBINATION Jill ENT�IIII ";6 SEDIMENT FILTER CLOTH FLOW 1 -0' 1.5' CONCRETE GUTTER 12"- SECTION -A -A CURB INLET 6'-7- EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FLOW SPECIFIC APPLICATION 2.5' 6' MINIMUM �FFTF FILTER FABRIC THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. C'4 W 4) il�i I CLASS I RIPRAP REINFORCED CONCRETE DRAIN SPACE TYPICAL EARTHEN STRUCTURE VDOT #3, #357, #5, #56 OR 457 COARSE AGGREGATE 'Z SECTION B-B TO REPLACE SILT FENCE IN ' HORSESHOE " WHEN • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. opul (0 HIGH VELOCITY OF FLOW IS EXPECTED OD 4) SOURCE: ADAPTED from 1983 Wa!arland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: Adapted from Installation of Wailer and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.07-6 Source: Va. SWCC Plate 3.-1 @ VW 40 Ilk '8 1'7� 11 Stlawood & LL oCd TEMPORARY DIVERSION DIKE SKAPE TO EJEVATIO" C OF WC -PM OF C OF POK PV to _J Compacted Soil "s < 18" min. SLOPE TLE7 To Q= 10 -MVER7 —Flow OF WSECTION A 0 cNV 111� I II I II lllll_I �� o METHOD OF TREATMENT IN DROP INLETS Z3. TRAW10H WI �N APE MWOU6 WHEM Owra"M OF PV" co AM DiCOUMICI). SLOPE 10 OR" 111111110 4.5' min. TO Ft"T OF 94 UJ OUTLE f PIPE �To34AFM Or W*CCILE " 1HILET INYUTTS P4 ACCOWIANCE VTH 0 WKS OPAWW. IS 10 *CILY TO THOSF STRUCRWS SKOFIED ON PLA"S OR VINEK WERT OF PFE * A50YE 14VCRT OF 5TRUCTUFt. MANHOLE OR OROP WLET fS TO aE FOWNCU OM COMYRUCTED 0 pne IN A,-wTN APPLKA&C SIMCW0 OR VP ORAWW. ,} M4tJAq AS DETAILED HEMON IS 10 CONSIST Or A AWTI NO CE COW-ft" 10 rLASS .4 OR OAASE :f��TE MAY .1 = �M" '; .2, , , 1H W."A' Cr ST UP TO 4 Te > IL LU vtodx C06ORCTC OR &*OK04 CONCRETE flL VALIL 9��SIMOTH By OKAHIS 'OF HMO THE iffl A"KGAT* SHALL RDAAM EXPOSED, DETAILS OF KMT SeW0114 AS WAIN HEKON ARE FOR EXAMPLE .MOHLY. CAVA Wft4HOLE OR MOP WT tS TO OF 9UPW I' Y "TO KSr f(r THE PORTKIJILM ftFT MV OUTLET �JN I A ODNIFIOUIANON AND FLOW LIHFSPLAN SECTION B-B METHOD Cf TREATMENT IN MANHOLES SOURCE: VA. DSWC PLATE 3.09-1 vrarc-wh mow ovulm STANDARD METHOD OF SHAPING MANHOLE INLET INVERTS 0 !'�3 0 11.1 Ff) i r L'i VFKPM MPARTWNT OF TRARS"TATON >> (r) lL Z < 0 0 PV 00 trench width Ny as required METER BOX and COVER general backfill general backfill Z� 6' dia. schedule 40 steel note) pipe filled with concrete ........... (see note) .......... and aimed yellow METER SIZE ME -TER BOX METER BOX COVER Non -Traffic M32C-PW .......... 7' 5/8"x3/4" or 3/4" 18 in. Dia. 8 . ........ ...... 2' Traffic A32HH - T 1 y. Non -Traffic; MC-30 (Frame) WITH RML-1 -T (Top Lid) ........... concrete - V 24 in. Dia. 6 0 Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) select backfill 24" select backfill 18" dia. V 6. (see note) (see note) concrete t encaserne concrete pad L L treated 2"x 4" with _6''sq. x 6" deep -6" -6- top 6" painted blueO.D. 0. D.. concrete 1/2 O.D. thrust block meter cover fin. gr BOLLARD DETAIL set 2' above grade prior varies as required to sodding Pq stone corporation 4" stone direction of setting to be approved prior to installation stop 3" stone bedding 18';-21" meter by F.C.S.A.. [fit ter box STANDARD CONCRETE ARCH surrounding box screw type I I adjustable valve box 36" min. Q) O 36'min. anglecheck valve (/i with drain valve general backfill general backfill as required concrete pad V-6" sq. x 6" deep 8" min. angle (see note) b location marker (see note) stone Fz type K copper O alve megalugged O 2" min. •- 6' max. tubing, continuous to main ........... I ................ . megaIj without joints from 6, C)main water main o met 6" stone bedding —megalug 'W. �3 ric METER SETTING PARTS expansion 24" select backfill 24" select backfill wheel (see note) screw type 4" stone line meter k angle yoke angle check (see note) size size ball valve valve adjustable curb & gutter HHCA91-323-TV C) valve box1" 5/8"x3/4" Y502 BA94-224W EC-23 f Street stoneto be minimum& C84-34 stone L I of 6" above top of base 3/4" Y5D3 BA91-323W & HHCA91-323-TV EC-23 locator marker stone I.,. . I I C84-34 & C84-34 i:,:. 1,2 O.D. tone 1" IY5041 BA94-444W I HHCA94A44- ET•C_ 18" to 24' s thrust block 8"x 8N 16" solid block :'..--**--'.-,4negaIugs f 't; i t (for valves 12" and larger) Lrryy R jy C) INSTALLATION NOTES: e 6" Ci 1. Exact location of meter box assembly concrete concrete �QJJ to be approved prior to installation. Hit; p type 2. Water service crossing street shall be Note: this detail is also CONCRETE CRADLE CONCRETE ENCASEMENT encased in 3" dia. SCH40 PVC or used for butterfly valves mechanical joint SDR21 piping. The piping shall run from :'W swivel tee with SCALE: NIA one foot beyond sidewalk, across the 6' branch street, to one toot beyond sidewalk. I X 1" TEE (T444-444) NOTE: To be compacted to 95% of ASTM 0698 maximum density. oiy 1, A DUAL METER INSTALLATION [DRAWN BY: J. D. S. PROJECT NO. FIRE HYDRANT ASSEMBLY 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE TRENCH & BEDDING DATE: 3_3_03 Figure 9 Figure 5 Figure 8 Figure 1 SHEET 5 OF GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use Unless otherwise In noted, specifications for all work to be in accordance with o applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia nt of Health Frederick Count and the contract documents, Department d P Y 0 0 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor s respponsibiliyt . The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginningg the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during tFie 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 r with the plans. The lines shall additional meet I. Water and sewer lines are to be constructed in accordance ih se P �' all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector, 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2' in size. Before a permanent meter is set they require: 1) the frame and er be properly oligned with its meter box and yoke bar, 2) the from and cover be set to the final gllrode of the lot; 3 the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) acomponents of a meter box assembly to be proper working order. It is the developer's/controctor's responsibility to in have the meter box assembly installed correctly. 5. The contractor shall install water and sewer services that connect to existing lines: a. A water service (and force main sewer service) requires the installotion of a saddle with corporation stop and making the tap. b. A 2rovity sewer service requires the installation of a wye, 18" long stub pieces, and 15 long full circle stainless steel repair clamps. c. The F.C.SA inspector assigned to the project shall be present for the installation of each connection. 6. When an existing water main is tapped for the installotion of a new line: pa The Authority shall furnish all labor and materials to make the top, b The develo er contractor must: 1 make plication for the tap, (2) pay deposit (before work begins); (3) mark the location of the top; (4) make nn)1 payment whheen the work is completed. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. Al fire lines 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 remote 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. All erosion control structures shown or as re uired 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 than 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 4" topsail, 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 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. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT ri�gght-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. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal pales, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developper to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating t construction or to regulption, control and safety of traffic mo� bg subject to change as deemed necessary by V110�. Any addn nonal expense incurred as a result of anyfield rewsio will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8 Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined e. length of timVDOT wi(I also require 48 hours notice for any inspection. 9. 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. The Developer shall have, within the limits of the project, on employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. 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 at conflict points. 12. 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 can be determined by the engineer and approved by V.D.O.T, 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is rep resentatve,of thhe location. When soil samples are submitted to prif a labratories for testing, the samples, shall be clZy ndenPied and labeled as belonging9 to a project which will be accepted by V.D.0.1, and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6' lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency, shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. 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. 17. Prior to acceptance by VOOT of any streets, any required street signoge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O,T. residency office prior to acceptance of the work. Units and total prices may be obscured. 19, Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. A certified 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VIM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking scorn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three (3j years from the date of the approval letter. 22. CG-12 Curb Romps (Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as directed by the V.D.O.T Engineer/ Inspector. / //./// vi/.%/ '"'ry'• ra/4„ a'iy /a//„i Jiv/,ry, yr/%/ % r/4// rrrq. ,r/%I �. i /i/OJ ,ri/:/.,: •i J r i '/mac... r. 3 / %r, ,i5 a,// /:i.• /a. ./ri. �i� irrr/ �7,a" 4ii •J/G�/,/.i/ir y/•,� / %/§ -no ,,, q ILI 4 41 LOCATION MAP SCALE: i "= 2000' MARCH 3, 2003 g ilbert w. clif f ord Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 • Land Planners associates, inc. • Water Analysis 117 E. Piccadilly Street Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 RESPONSIBLE LAND DISTURBER: NAME: CER T iFICATION: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 PROFILES & MISCELLANEOUS SECTIONS 5 MISCELLANEOUS DETAILS OWNER DE v ELOPER BANK OF CLARKE COUNTY P.O. BOX 59 1 BERRYVILLE, VIRGINIA 22611 PH.- 540-955-2510 Approved by Frederick County Zoning Administrator �Ga'/'06113, Site Plan Approval Valid for 5 Years From Date Shown Hence Date ALD A. MISLOWSKY, JR. Z p NO. 020674 /Z ;z Q-A Project Number Sheet Number 1 of 5 REVISED 4-24-03-PER REVIEW AGENCY COMMENTS 1-1 ZONED.` RP 1 �' I f J f - ti / �f` 1 FUTURE 2-8"-45- W/M BENDS M10RED ME 1 SE. A CANT _- + _. _ _ { ZONED: 8-2 / 1-PLOW-OFF ASS'Y. _ _-_ - ___. -_ _- ;'� `�� 'J I _ - EXISTING r <:._ / 4 / 1 _ a, v -- 2" PLUG ` ` �.1-3" TEE - --_ j ac c3 - _ J -''�-2-2 G.V. &BOXES 1 / w....., _ r „ t/ 1 S8132'19'E 2 �'"X2 ,REDUCERS r Al !" _...._._ 10 GS SDR21 - •-, 2-10 LF �Z•• PVC C . C l f� £ 5 04 2- » PLU � ," t X. W y '• 9 1 , 0�, N S £R 1 r--- \226.91 ' C ` / r e 1 / 2-8 x45' EL. v� •' r 2-2 "x45EL. " 1-8" GATE VALVE 2-6 SDR21 PVC CONDUITS ,FOR FUTURE CROSSINGS. ? " '' '�-, -- ,. - h r ✓' ` 1 J EXTE SDR21 FORCE A TO PROPERTY Ll �E, PARALLEL T 6 SDR21 PVC CONQUI T f F EXISTING UNPAVED DRIVEWAYS TO -' FOR;, FM. I / CENTER, PROVIDE MIN. 10 z -- BE OBSCUREt1 AND SEEDED. . _ . / SEPARATION. i o A\ ol, ' F � 1 1 -- i C t A I _ 5 G t• ti•• J, 7L S Nr I / i Y SEWER i i � o J 7 M :{,, , N l - ,: 'CH N M Y M l� 1 } 1 A 0 A „ „ r.. r „ ,r „ „ , u _ :r.:,. , „ r-• a T .., c q ............... .,�: LOT I i f l b .P ,c, _ �. 2 Ac. i V r.,fr , 11 •r �` 4 i f „ r., „ 5-2 . � URIC xZone.• „ „ -f C i . �E P'. ' I s , , e VICE ep -- t VA ANT A JSE IC _ v T. �i rr CTO X , t 'a• •:P..l„ ••i a E[ I� CDNNETE 2 ORCE MAIN EXIS r.'',�• •• ti�•'r� • 4E I a •s, ti .. 1 3' TEE /q BOXES. .y� , r r II11. 1.P / � 1 P V . OLF3 C S R2 r D 1 � •yam': ;ti ✓ 1-3 PLUG (PH 1 / l ,�,,; 'v .�-K.-__. ,_ ',= '� _ .�.� •,..� ':`�,,;':•:.:;.'::,:•:',•,•• ( q C M�r { { ET I I s. DR 1'-T'VC CONDUIT FOR FUTURE CROSSINGS. � ',%:' :.:,• c^ I:"-7- -_- -,�� 1 `�, 3 S 2 U 9C • ;N , 4` -.� LEnTR , � J 4 1 •I 1 E .i' ,P 0 .r : t , � PRE �sk:�,��v«:...�� r 4 :;�.;••::;.:�:��:�. TAPER CURB �;0 PAVEMENT I •� , � / �' � t w64 6 lI 1 ,I ELEV. OVER FT ,� -i y 1�.,-« •=a;: { „ - BOTH_ -SIDES' - ':�''�'�"�' :r,: i -.. � I 1 , - !' / 7 o ,OLE1 l l Yv w �. t 4 ENV!RNMENT NE-` RINDER PUMP STATI ".4 MODEL 210' y s'. 'J CK STATON 0 .:'r:,•::,:':•:'::'::';•:':;�,•:•."' N w 804-752- 5 rf .J 8-2) "f1, , f j( /11�,/) 7f _.S%.4.rT : 5.+ , .s r'F. , ,,• , ,•..'. �:...... °:,:....•.•.....•'...5 8 WATER MF�'R F H ASSEMBLY 4 SEWER { 1 r�^at I ;k,: LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8- 218/2' SM 2A) PROPOSED HEAVI' DUTY PAVED AREA (12- 21B/4' BM-2/1 1/2' SM 2A}--- PROPOSED CONCRETE AREA a :.I" *> • r- .: + :.. ; I PROPOSED GRASS AREA C___--� PAVEMENT TO BE REMOVED PROPOSED EASEMENT AREA - ZONING BOUNDARY Z8 UTILITY PEDESTALS ❑T F-El EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE ----- --- -- --- -. PROPOSED WATER MAIN ------- 4 {yo- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX w+-- EXISTING SM. SEWER AND MANHOLE PROPOSED SAN, SEWER AND MANHOLE -•�SS,+�--�S.S.+- PROPOSED UNDERGROUND ELECTRIC SERVICE ELEC 1 PROPOSED UNDERGROUND PH TEIE ONE SERVICE -'--I--- TELt PROPOSED GAS SERVICE ----IGAS, CG-12 HMWAPPED ACCESS RAMP �..- PROJECT SUMMARY TAX IDENTIFICATION NUMBER 55-A-25 TOTAL PARCEL AREA 1.12 ACRES r Ui Vi ZONING 02 `� o ADDRESS BERRYVILLE PIKE CURRENT USE VACANT PROPOSED USE BRANCH BANK DEVELOPED LOT AREA 1.12 ACRES SETBACKS REQUIRED PROVIDED FRONT 50' 80'/57' SIDE 0 78.5'/90' REAR 0 N/A BUILDING HEIGHT 60' (MAX.) 24' FLOOR AREA 2,757 SQ. FT. LOT AREA DISTURBED .98 ACRES co FAR ALLOWED 1.0 FAR PROVIDED 0.06 d MINIMUM LANDSCAPED AREA 15% 7,318 S.F. LANDSCAPED AREA PROVIDED 24,750 SQ. FT. C> PAVEMENT AREA 21,280 SQ. FT. z 0 TOTAL PARKING SPACES REQUIRED 11.0 (1/250) w TOT PARKING PROVIDED AL ARK G RO DED •J STANDARD SPACES 12 HANDICAP SPACES 2 TOTAL SPACES PROVIDED 14 LLJ V) N HANDICAP SPACES REQUIRED 1 HANDICAPPED SPACES PROVIDED 2 I11 0 0 LOADING SPACES REQUIRED 20 5 DRIVE T HRU Q N N TRIP GENERATION LOADING SPACES PROVIDED 20 PARKING D CAPIN LANs G ITE 6 ED O IT7 N ESTIMATES THIS SITE, L AT FULL DEVELOPMENT L PARKING T PERIMETER AR LOT ER ETER 622 FT. WOULD GENERATE E ATE 732 T.P.D. USE CODE 912 PERIMETER TRES REQUIRED RED 15.6 (01/40 FT.) P ZI I ERIM ETER TREES PROVIDED 15 V m INTERIOR T I E OR REES REQUIRED RED 1.4 1 1 P I INTERIOR IOR TREES PROVIDED 2 m r� TOTAL TREES REQUIRED 17 y. TOTAL TREES PROVIDED 19 C ' PARKIN T API Q G LOT LANDSCAPING RE 'D. 1 FT 1 PARKING Q 54 . ®5% OF 0825 ARK NG AREA SQ u. PARKINGT i W J LOT LANDSCAPING PROVIDED 65Q. FT 1 S. NOTES: m 3 W 1. ALL SIGN IN N P S STALLED 0 THE PROPERTY WILL COMPLY WITH TH ER 0 LY E Q6 �- -i"�• REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. • 2, ALL LIGHTING IS TO B CONTROLLED T T - ,..� ! E CO OLLED 0 PREVENT OFF SITE GLARE. -� 3. NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE i CLEANING SERVICE. C NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL C -26 t . l i7 ' T ,. - I'� ' : , - / ,. FEATURES EXIST. i I: TELEPHONE .. - t \ O ° ? i 'l Ll t ram. Js h ::' :':''"'''''''''''',':':'' l 1 .,EL Tl tr l t �^� 1 � � \ 5. Ali ARE LAN T SIDEN AL ,, i I) SERVICE PRO. STR. 4 r' E ES 0 BE MARKED AND POSTED PER FREDERICK COUNTY FIRE �, ! '1 � r 1 k_. _I , t i V :' �Y•' . �.., i' • \TYPE: D1 3C M ARSHALL REQUIREME NTS. c o � I ( Q ,,,/,; : �' • �. RIM-662.10 / -. 6. ALL. UT1LmES TO BE PLACED UNDERGROUND '� � � I i �-..._._ � ;:�': „ r�;�:.r � :•.rr,, ."� INV = ,l � _ :'�':•;`:.;.»y•. , , .,•,;':•;''•:':�:'; ;' .OUT 658.10 .�., / _ / / t 7. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM Q 1 n GPOLE -;• i , , PROP. LINES. MAX. SIGN HEIGHT= 60 . MAX. SIGN AREA= 100 S.F. �+�a ..� PRO. SR. 3 \�j � •:��,•:��:�.�:�` ' r . '"-.�,. j ':n•.:,1:,•::�,�.':.�,�,�.:�,�:.�,�''"; ,f, f CJ� t I � ,`.. �i}Iiq x - ! 1 r 8. NEW BUILDING SHALL COMPLY WITH VIRGINIA UNIFORM STATE WIDE BUILDING • P I ` 1 22 2' 1B ND l p•rCs TYPE D 4 _°; CODE: AN TIN 4 rA AND S I O USE B BUS NESS AND 311 USE S 5T0 E . :•r':• ''.., RAG 1 t� o J• U , l r 1• -. RIM 66 65 - "JNATIONAL� • � r a. ,rh o F THE A , 0 E BOC .� I BUILDING COD 1 CODE THAT APPLIES E 996, «...... ' RCS m V , O 1V - N . 65 . ' OU 9 00 v1 1 o--:.,.•�:r I Al :'i`: S CABO 171 ':� ,;,'. . 092 ACCESSIBLE AND USABLE BUILDING F B lD G FACILITIES. / pro•. r 1 s. I 3 ALL REQUIRED RED EGRESS H t S ALL I Q BE ACCESSIBLE IN T LE ACCORDING A 1 1 , 0 BOC x. t V 0 I 1 •^i:I t e y 1 Ft'• � j' s l � l 1 1 V I _ AN Al 71 2 i i • Gr. r dd I V -i- ''t I / C ♦^`, o V CQ�} •� 1 D HANDICAPPED AP W y _ AND C PED ACCESS ESSH ME ET EET ANSI 117.1 SECTION 41 $ SE 0 i I C W 1 i „ , 11 HANDICAPPED I C D SPA CES S AN I � ! ACE D ACCESSIBLE ROUTES A -o UTES MAY HAVE _ � , ,. NOT VE CROSS SLOP � i t ES t J I, 9 1� j, OF 0 OR THAN 1 • -I' E .5 '•�•:� 0. THE AC •oo':•:' 1 E ACCESSIBLE T BLE ROUTE P .. „ •. ;`'� E SLOPE CANNOT X 1 ;1 I` EXCEED .20. , w 1 l _1 i Q �F l ': 1 I �l �, ( t QQ v 1 ri:r• ' 1 f • � J �. I ,�: 2. I H +w . , ALL PARKING P G SHALL COMP LY WITH TH A NA E BOC 11 BUILDING '��'''�'•',• '''` NATIONAL BU lD t � G COD SECTION 11 `� E 0 :'�::0�' 05. . a. 3 .. t Qp } i' , „ 4 I 1I 3. DEMOLITION PERMIT D 0 ER TAN D ASBESTOS INSPECTION I I SR (E U REO T /0 REM _, �,Q REMOVE THE ! „ „ I It / t 4 '� t `�. �• EXISTING T , E S GSR STRUCTURE. , ro UC U E. , l , 1 -� f' Q f l� 1 ttt SPECIAL P -� CIAL INSPECTION NREQUIREMENTS 4, E O FCHAPTER, 017, A � �'•' �OF H •B()C SHALL � APPLY f I r �r PLY 0 f { �� l ar ,a � �- 0 1 r 0>u. THI S STRUC TURE. CTURE. i + .18Y z• N t A I I� i 1' J .._� PRO. STR. 9 PROPOSED SIGN LOCATION 1 f -s,,, , ::'::: , .... �''" TYPE: DI 3B / J r ,A o I� I REMOVE EX. " PLUG ! j SEE NOTE 1 AND 7. Cu? o ;:':::':::::' / w,1= RIM=661.35 �,._;' } r . �o o W � o w CONNECT TO EXIST.- R f INV OUT-655 65 � � � , ^^ ` . � ` � _ `� 1 � i -- WATER MAIN I •. ..- INV. IN-655.85 ,- . v.1 r( 9 j _ „ y OUT 655 00 ,._._ u 1 _.. .. , �, ..:, . • , 69 INV. - l 4 1 , / _7 PROVIDE -1 EC-1 j f _ ES & PARKING ' a' • , __-- D HA P.., / !" , .- 'r ` s�. "' BEGIN CG-6 - END CG ED PER VIRGINiA ' t� °o j I OV/DE 48'-20" CASING - 0" '� 1 S81 PIPE FOR FUTURE WATER -DITCH__ - R :ECTION 36-99.11 / �Ge•,�---�"r X. CONIC. INV. (645.27} C p�Pj o,, 2 MAIN EXTENSION. PROVIDE c,,•:':: , :..'. _ :.. - ,.✓ '��., f _ __.. _.. - ... , ....- ,j XTEND LIP RAP TO EXISTING 5 / RGP__ w 36 MIN. COVER ... , ,.• _ .-. �_._--' __ -- ' ,., �....::::.:•.•::•:'•:•:�:�:�:�:�:�:�:�::,: ��:�•�.:::: / - C •�.:, _ _ - - - I �`ONCRETE DITCH. MATCH EX. . A C H Ca PR STR. 2 :, . w -.. _• _ -.-. • ,• . _• .,•,•.• •„ .., . ,GRADE T R PLACES). , . . .- -__- X TYPE. A 0 VIDE CG RIM=661.35 • - 1 _-- --- E E _ PR - 7� -- i INV. OUT=656.351 l END CG-7, BEGIN CG-6 I IdTI� w .•.•.•.•.•. . f r INV. IN=656.55 EX. 1-BLOW OFF ASSEMBLYµ,. - PROVIDE CG-7 r_U--- j'• EX. 8" V „ ry I;i�i � a_ X. 1-JOINT 10 PIPE ^_=u�� `� o ISTM, RIGHT TU �' _.._. _... _ 0, I'll / �^ _ - SOR 21 WATER MAIN o ,� - MATCH X/ST. PAVEMENT N L-•�N PVC _....--,....�._.-._. ,� a 200 - EX. 10 __',- ".-.�"-- SLOPE D GRADE f, - WAIVER REQUIRED PROVID CIS 11 5E�% PARATION - _ 118' SETURN s - <> EX. 10'x " TEE 10"GV __ . _ ......._ __�_� _- --- LANE 7��(J�� _A�� WESTBOU _ _ ... INV OUT_ 655 75oa ��>i,Sl�N� ------- - - PROVIDE ES-1 & EC 1 c � Q CI P, � a- = N z _3 LU r,ow I ,y/ 00 _ h W Z k ERRYI�ILLE PIKE ----`..__. __ -- _ . ..__ .� ___ �--- 114-4 GH LANE UTE _ __ _ �. _ _ _ __ ICES I (3U _ A. R� - w ' - f (VARIABLE -_. ENV. 6 0 FT SIGHT • TAPER �. EX. '!5p _ Culvert Summary 45 M.P. H. 10101RooK D�. Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Q 25p' TO DEN.NY _.. - 13o IT• Tp M1LL.�3 1 655.65 655.00 42 15 1.55 RCP ►, _ PRO, STR. 5 2 656.35 655.85 23 15 2.17 RCP o -TUM LANE / N F TYPE: DI-3B ,,... LEA ' EX. �� 15 3.55 CPP DOWNING RJM=659.25 _ - 3 659A0 656r55 69 INV, OUT=656.00 - " INV.647.18 4 658.10 655.85 125 15 1.80 CPP v TM l0 55B-A - 77 ADJUST STRUCTURE FOR HEIGHT DIM LESS THAN 1 5 656.00 655.75 56 15 0.45 RCP USE.` OPEN SPACE MINUMUM. f ..- •- � t ZONED.' RP / / Str Top PLANTING SCHEDULE IL UTHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-22' Storm Inlet Summary to INV COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANM ooa LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-22' Str. No. Inv. In Inv. Out Top Elv. Type Throat out ft SICALE: / "-20' 0 PIN OAK 2' CAL. 0 6" HIGH AS SHOWN 8 1 655.85 655.65 661.35 DI-313 8 5.70 ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED ,»�Q4plllG"SG",�%L!E 2 656.55 656.35 661.35 DI-3A 4 5.00 DRAWN BY: 'IDS RED MAPLE 2 CAL ®6" HIGH AS SHOWN e SO THAT DIRECT OR REFRACTED LIGHT FROM THE FLOWERING DOGWOOD 2 CAL. ®6 HIGH AS SHOWN 3 FIXTURE IS NOT MSABLE FROM OFF -SITE. 20 /0 0 20 40 3 -- 669.00 661.65 DI-1 -- 2.65 PROJECT NO. 4 -- 658.10 662.10 DI-3C 8 4.00 DATE: 2-21.03 HETZ HOLLY 36" HEIGHT 5'-0" O.C. 18 EXISTING UTILITIES AND MILLBROOK HIGH SCHOOL JAPANESE YEW 24" HEIGHT AS SHOWN 9 ACCESS ROAD LOCATION BASED ON DESIGN PLANS. (/N FEE7) -- THESE FACILITIES ARE CURRENTLY UNDER CONSTRUCTION. 1 inch = 20 ft. 5 656A0 659.25 DI-3B 12 3.25 Si -LEFT 2 of 5 EXISTING RIGHT -TURN LANE 8 EX. EDGE OF PAVEMENT VA. ROUTE 7 8 WEST BOUND LANE 2' a 12' WIDENING o VARIES THRU TAPER PROVIDE SAWCUT EDGE. W MATCH EX. LINE & GRADE V'i . 2' SHOULDER I J , MATCH EX. LINE &GRADE o VDOT CG-7 - - - - CELL - - - CELL 3-CELL - - - _ - . 1,1 ',! i I e EXISTING PAV - - _ - _ _ - _ - _LL _ EM J I ENT - - - - i1 ! { 1 , //4 < �, �iNiyv� 1 } _ J ciNiy�y 4� - - - - - - - - ` dr I 6 Ai,it -,`� - - _ - _ - - :::.. , PIPE ,� I" , ', --_ __ \ 1 1�2 SN 12,5A J GEOWEB IXt OONPAVIW STONE LEVElUNO PAD ;:':.1...: ;.: f( o ................. \ (t/( 1 I S' 21 B I • ...•. •: \ A ,,NISt1ED GRADE PERFORATED GRAN PPE WRAPPED N GEOTIDMLE AT15m (501 CENTERS (1, ,1 ; r`' 1 \ Y L)IW-2 \ SET AT MN. OR101Et1f OF Ix TO OUTLET PIPES B :.::�:::::.; iir EXTEND 12' BEYOND 12 " I` \ t �- , f --,.-.__-_-.•__-_.___..-_.._� \ AT IS ( ) CENTERS l / \ 12' 21B \ 1 I -�_ 1 � BACK--OF--CURB_.._-._.-_..,-.._____._�Si111G_..�RADE,_. DRAINAGE OUTLET m SO• / - -__._ ( I I I - ___._..._--._._.-._. EXTEND AGGREGATE LAYER EXISTING GRADE \ ? j, f I \ PROFILE OF TYPICAL GEOWEB®GRAVITY WALL f _ • _ r}+ J I 1 �- \� �� CUTE 7 SECTIONS 12" BEYOND PAVEMENT • I , 1 .._.r OUTER CELLS - SECTION 'SIZ sG s"7D ij ti� I r Q _~��`""�- .� - , f ( \,� `_`-•.._......__. .-..-._.. _.., _- __._._. -_ see (1as� oWEacaA _ sEcraN st As 11 \ 11 INDICATED -.I L I INDICATED - 26 ( 7 E8•GRAVITT WALL WITH VEGETATED -�.. '�...� .. ....... _.... .. .. -.. . -.. _..... - : :` OUTER EELS - SECTION SIZES AS ( -) . f � �CE N11' WALL WITH VEGETATED tfj I _ ,,•,'I i OUTER CELLS •_.,__.. ...... - _- - i I� --- `- r 152 (67 3 CE 3 CE -- 26 7 10.5 .,.-- .. ..I'..... , - : `! 1 152 (e-I I - r , f J 103 z s� L I __ _--._._ _ _ I -. .- •.�• , I \"` ^..,,� _�_ __ i' GEGNLe PROOl1CT CODE I GRAN" NFILL -_,. ..._._.--. J I ••-.v,� 4-CELL - CW30V610045 v, ``_-•. 1. - •. M•;++ i ..... _ •�� 1 ,./ _ _ CRANULM NiILL GRANULAR INiAL 3 C ,....,.~ � T ,.. .. • �'-" ,' � 5 CELL GW30V81005 4 CE L �I 4 CE L _.r. 1 11 __ 62 "_ I � _ 1 _ ' 7 CELL - OW3WB10D7 006 q - - __ •_.•- ! I ! , -612 ... I 1 -_ --- �, > ff 4 O-^-PEERYPmN GEEOTEMILE 4 C L 4 , ( - 5 PERFORATED PIPE I "••�..._.. __-^-;l J t _,.'' -��•.• ,�` _. C~- PWRAPPED IN GEOTEXTLE I _ PERFORATED PIPE 6 CE `. L \ r 1 + j � � r . --w• _ _-__ --.• --•�•_••, -._ `� � �.. 670 EXISTING (�ba _ - / 6 CE U_ WRAPPED N GEOTEXTM.E SfaNE LEVELLING PAD 1 l 1 ' _ -..- 1-3" TEE �% � - GEGEEe aR COMPACTED _ •. (((''"''yyy 'y ' ` .. ........... ..... . _ .... • GE COMPACTED STOW LEVELUM PAD !` ��G.V. r' 1 {)r ,� / tI t I �Jr 1 ' r�� -, J j2,19, 2- AX \PORSS SECTION A -A sroNE LEVELLING PAD SECTION B-B SECTION C-C �r I� - - tt t� ! ' _ . -10 LF PVC SOR21 / 8 �., J i�� 11 P ---- , 2 l 2-,10" PLUGS D/,_ - C 1 1 1 , C CROSS SECTIONS OF TYPICAL GEOWEB GRAVITY WALL JJf_ 13 V�� n ! 1 7 , , f� Q r \226.9I /.. y iJ ✓, l� d ! � 00 ' .1 ''w t: ��p� Gw ) MIN. 4 1 6. GEOWEB GRAVITY WALL J `f (/J ( ; I1 I 1 �O , �. CE LLS LS AND VEGETATED TOPSOIL �NXx `. '_ - 1�1•-• C IN C ION SIZES, xx, I 1 __ 670 ~^ I If AS INDICATED. SEE NOTE j1. I( // - - .. ... Q ! /1 1 -`` f y' -.. �� ` _. • 66 ;_ 1 I _._! L.........- - -- - 6 SDR2r PVC CO DUITI I �i OD P4 1 J. ___ i `- - •-4-.�:. FOR: FM. J ; o 666 \ 4 E I :I I I 11 : ;, -� ,D 1 4 E /�. SUBDPAIN 7 / / /f ,1 3 C / t I v 5 o-- __.< / ' R- "-•FORCE J , i. J Q li�l : T C 666.30 _i. - ._ MAIN - / • I �/ �, 2 _.._ ' i.. O 1 SANITARY _ .___... ..__, . AR I l J ! Y J �`�^-^•-�..- %'y } ' `""�- / NOTE t: Specific characteristics, structural values and limits for the It - '�• .1 . ,-�- , • , y,• + •.�_ `a '1 .•'• Geowab section(s) used within this recommendation and drowin aro based I�� •_._.� J1 g SEiy R �A '---- / // ( • _ + ° . \ ` - "'•-- on materials manufactured under on ISO 9002 Quality Mono ment r ram. An '7"•... �/'iSE••� j'-<.x-�_ / I / , Lj Q L• •..� - '/ /� •�� CS J use of this recommendation and/or drawing with materials manufactured by C 7 . "`-�``w� �`N/ - /!- % I • ; -a^ - .� ."`�- ° - _ -'�\� �`, r - others than Presto Products Company causes this recommendation and/or _y .r.-•--..._ i.., p f - f1 /.., '`.� •,._•� ..,�_ I J �� _ f . ` . U n . °• _ --,: ; ,..L_ drawing o become invalid. -� E �, t 68. C 7 1 ' : I ,•...- - f ` pcf ASSUMPT 'o n, .,,..._.. f (' -. .. l7 r, `;•,�.: r'' (.•" -�"" 22. RETANED SOIL, 4. . Y!2 pc15 r NFILL 1 ° -....-• ._ ... _.' .......- . - .• ,. _ . _........\ i -..__ 1 -- --._ _ _,,, -�_ • ° ° I R J V H P 1. � � ` 3. FOUNDATION SOIL. 0 -30; Y - 120 Ib/cu.R % - - - / 1 _...: p. ._., 4. SURCHARGE - 250 Ib .ft PROPOSED GEOWEB GRAVITY WALL \ Y. .'1 -. - ;•..- -_.. _ A' 5. SUITABLE DRAINAGE PROVIDED TO PREVENT • i \ _ �y • .._-_....... __ -. >. - ... _,. __ __ ; •. ._.... /-_ t 1 �- !�� °' • • "-'-- �. ' / 6 INCLUDED " •_'. " i J 1' J_. e'rp I OF 4 ASPARTOF RETNNINGSIWALLnDESIGN. /( r i - EC �' 1 "'....•a...-.-`'`w.<.,.__._ r ,. _ - ..... '-./ , r' I / I , t .._ I %� I .. ! , J' , -._ ... ELEC / ; - _ _...�� I.. _r ._-__ __ 1.Q ._.--:.__.-------------ELEC, • _ Q � � • • a, / � - Culvert Summary 15z f Culvert Inv. out _ i w F L 666 20 a • D %. ;' j �) )%) Type 0, a• p, 4 __..,_ ' � ` � Inv. In L ft Din. S , \ -,--. � i O �� I J `�= \ 1 655.65 655.00 42 15 1.55 RCP :�.,, / l / 44 ; 1. J= o ° ' ' / % - l 2 656.35 655.85 23 15 2.17 RCP _ ., Y\ I J1 - I l I 666o W c, Y i .., t, -, i "I 3 659.00 656.55 69 15 3.55 CPP T C 664.35 - ... /�} ;r o. I i , (J//� it `� f�_, ,' 1 i / i J J A.' ,, 1 r tl it -. �.�. :: n i oo -1 PR PO DrB N / i ` 4 5 5 5 5 5 PP ,., ., r " \ >/ I � �' S 656.00 655.75 56 15 0.45 RCP l /l j / �/ 4:6� / TC663.00 //- �� __. __ % I f 1 66� i I P. F. I a �' \ \� r ( 5\ �f f } / :I #qi I• i4" / ..` i / i Str Top - -__.� � I J ( 11i -N= < q. $ 1: � 1 \ \ i I Storm Inlet Summary \� ,, I / I rI �y j x .• .'. i a.' J to INV iilii( 1 i •a f Str. No Elv. Throat I ; 664 ? <.T -rsl 664.67 SQ. \ op Type +.� �_� .} ` 715 � S \ ` Inv. In Inv. Out T out ft >� \� , /I r' '; 11 , C 662:67 EC-2 MATTING \I l 1 1 I l � f , ;, � -:�;- - l+ � � I 1 655.85 655.65 661.35 DI-3B 0' "'- -- - - - - ; .. 11 l / ;' 2 656.55 656.35 661.35 DI 3A 4 5.00 1. ( I O / 1 ;; I . t'I , ,. H. L ; r w ssr.00 : i r / �� f ;� �A � ,� li 1 / / �`' - \ 3 -- 659.00 661.65 DI-1 -- 2.65 I C i ... 6 _ � STD'. . ' DI-3C , _.. l 662.10 0, 4 5 -- 656 00 659 25 DI-3B 12 3 25 4.00 I `� t T C 663.70 ; .ht 664.67 �"', INV.�UT=658.10 + , i 1( 1. tI / I t •��• _I.: I OUTLET PROTECTIO SUMMARY �__._ 01 PRO. S R. 3 , a• � It. % I M :, . l ' I' •: - ' • .. e r' f j 2 - , ulv l rt Width . l ;� . _ _ � ... ....-�;,' c .. ,L ,�• .� • •. 4 . .8 �' rr : -'� lass ti TYPE. DI :•.. m �~ �� RIM=66165 J j .11 •� T C 2 t Length " _ .,.:M~ - �.. w: �., /110 GEDWEB GRAVITY RETAI lNG WALL „' _. �t I I / _l \ 9 8 Al 1 e -I INV. OU �659.00 �l • ( ; f -; I SEE • ECTION THIS SHEET. / % r• l I it 6ti - T C 662 MAXI UM WALL HEIGHT= 6.0 5 9 8 Al `s, ' �J ` / _ �J� J o; 6 T C 6 &5 /' FACE QF WALL TO BE PLANTS WITH `' r' y � 1/ 0 •�G o �' / • i 6' CROWN ULC+� `n ' IQ. , L.r I 1 I _ / t 6 ; I• \ / i a I t / I /' 1 i `� � , W �, �P T C 6.30 TWO STOR) i \11 0 1 6 �_ Tws�sl.00 / I. _/� / k-11BLOOK r f I� - ( 1.30LIDI t f. , , I i. C 662,55 8 /' J _ __� /,. �! {r a ' v jti 1 f I662 •�o� 1 ' a 1 l ` T c 66215. �. � T c 3.00 ' • .o ... ... r T C 66200 r ! �� J % 1 . ., � ; i � fl � ••.. .. `, � _� :.• ,- T W 661.50 PRO. STR. 9 � _ 1. / I 1 ; 1 I ~• � TYPE• DII., I II - J. 1 1 RIM 661.35 � , !1 r \ �3 1 I V. _ / _ w; _ � 1 OUT 655.65 1 ,� 8 . �y1.- R i 662 .� 6 INV. IN=655.85 2 / I �.._ . ----I---- / 1 , �. _. - -. . i l� - ---r . - _ 661 I ! I • r w_,- ,I ' ul ; I 4:G9' .9` / INV OUT=655.D0 _ _ • •. : � l; W 66 r. 6�0 � 1; _ ._ . ' I 1 - - - - w ' I PROVIDE ES i & EC 1 /. • 1.- 659 . w .. 1. f , a� 6 , , ____ � / I ___ � _ I I _�v I I /1 SE � RIP - p _ 8. �r Q SS 6 - , , ITCH _LNV. 645.27 / 11 V.- X.GON _._._ _ ( - -v----- --- I 1 E _ � .. �------f� �•'�"- � XTEND IP RAPT EXISTING-" i` - """"" RCP - ... ,/ l EX. _ 0 �. op _ ONCRETE DIT r y - �. A _ 1 p C )w• I PRO. STR. 2 . , r,- - .� GRADE REE PLACES) _. - - � � _• _ �,:� �. \ _ } _.._.- - P 1- A _ _,a D 3 _ TY E , _ _-,_ _, - - , ,r._._-. _.!.__•--1 _ c �.. _..... r--- _ ,. l RIM=66 .35 � . _ UN p1T .. EX .___-_-_._ �' / i INV. OUT=656.35 ` EN :�; � __. _PROVIDE 4 CU. _YDS."CL Al RIP RAP - 3 ! �� _ _ ..... _. . __ ' CS _.-- ,. • ! P .mot ', lNV. IN=656.55 • N. `1. �. LEGEND l '� ..._.............................................. a � � l,...CHANNEC LINING FROM GUTTER TO F_ /, �' ' 65 �/ _ o , TING DITCH. .• . s `_1,, '`, , ^ _ ROADWAY CH DAM 1._ /./ ' � r � � _-- < I' [IT -. , )R� .._ .. � / � XIS EXISTING STORM ORNNAGE &STRUCTURE - ...... - .... :__ ,_ _ µ p . _ ' f' `� �•`. `y « ., -..._� ..` =" -- •'• XISiIVG V / 54 - PROPOSED STORM DRAINAGE do STRUCTURE Q- / o 1.- _- _ m a� _.__ . - 656 .- 1. O �� _ . .,, �. �.._...... . _ _ � ! .. - PROPOSED CURB &GUTTER . . ... . .......... . .. . % ':.,�. ---'� - - .. r T T-A N LANE ..._ . � .. � _ 6 . _` r UND THROUGH LANE _ __ ---- - _ � �' .r . ............................. . - Ri�H -.�- ..- Low _ DRAINAGE F _ �•� r: w�v,::_ .• } Sy .:�y ES v _ - __ c ___ ...... ... ..... I DRAINAGE AREAS DEVELOPED ..................... ........................... G . _ .... _.. __ _ -0 __ u __ . I - -- __-_-__ __- -�-- � -Ar" _._1_-1______ _ _ . -4. 00ND 1HROU I ` L,ANE � _ 446TBOU�t' H / � WV. _- - .... _ . - a t WE� _ - - .. / -1- -ES-1 & EC- i PROPOSED GRADE - ......... . ... . ............ . _-. - --- _1,___ __ __.---,----- 1 I", 11 __._.___ 11 _ __.. LE PIKE OVIQE - .. - 11I.-l- '11-1 11.1 I.. 7 gER .<__\_______11. -I. - ,11 T AREA - - R�U _r,_ _ __ _.- PROPOSED EASEMENT 6 U 1 �0�1_.1._. V �� _ ��, -- 1 I ........... -p ALL SILT FENCING TO BE REINFORCED. PROPOSED SILT FENCE SF - ........... -_ L - , - ..... ------ -- �/Q /_- INV. (646.8 I) H/CSCA E - 20 �0 0- -- 20 40 2. CULVERT INLET PROTECTION TO BE _ - -- -- - _ CONSTRUCTION ENTRANCE -. .................. [ �`1. �j _._ . 3. K INSTALLED ' C CHECK DAM OPTION -' CONSTRUCTION TON ENTRANCE T HAVE A WASH RA _ i RIP RAP CHANNEL LINING Ir- ._, ._ :11 _ _ ..v ..... _ - FREDER CK ICOUNTY MAYREQUIREWASHDOWNG MUD ONTO SILT FENCE INLET PROTECTION OF WHEELS SHOULD TRACKING OF 0-12) 1� I . .-'.11 PRO. STR. 5 " PUBLIC STREETS BE A PROBLEM. 11 TYPE: DI-3B 'I ', /'/ _ RIM 659.25�. I � 1) I I 1 � ROCK FILLED CHECK DAM . / INV. OUT=656.00 I 7 ..._ _ . RFCD I. 1. . ADJUST STRUCTURE FOR .N U 64 18'" : HEIGHT DIM LESS THAN MIN j ' P U M Sri 0 I=; Z 0`^ �, jSVJ W W = O o: 6" i~ z Ljj C2 a E W fL B E 1 O I Q N r2- O opal 0) -765 0 >1 at Cd op" L Q 4- O Cd m 41 • dd aD L. a) C c ad PC O _j 11,111111111 try Q Vj L_ � 3 0) 411111, 164 w 111111111111 1111111111111 4) ni , R 0892+ I W 0)�� I .g R j .�W I.).1 > LL j 0 rL CS oCL � g 'R9 �Ic *9D) W. 9- 9 � r�>u,w - �\,_ TNiq- _� U) 0 . o o "w �YLyoW .Z Up LL'�Z _ W8 ax:��W �� O U 934 00 _� V ti O W SCALE DRAWN BY ✓DS PROJECT NO. DATE; 2-21-03 Z k J O v W W SHEET 3 of 5 67 •1 655 DATUM ELEV 650.00 NOTES: L THS ITEN MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PS(IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PA) FOR AS RADIAL COMBINATION CURB M CUTTER, 4 FOR USE WITH STABILIZED OPEN-GRAOEO DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 5y641 BE CONSTRUCTED PARALLEL TO THE SLOPE -OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. THIS CURD MAY BE USED WHEN DESIGN SPEED 7S 40 MPH OR LESS ON RURAL HCHWAYS AND 45 MPH OR 2" R LESS N CE VELOPED URBAN 6 SUBURBAN AREAS. IF THESE DESIGN SPEEDS ME EXCEEDED STANDARD Cr,.7 IS REQUIRED. D 6" D D e p IN D r-1" • 7" • d • p • p • p • p D D D D • • • __1_ D --^'------ - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'•0'° SUBBASE COURSES PROVIDED A MINIMUM DEPTH Of- 7" IS MANIANED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATICN CG-7 I 'R is _MIL. .A. :�. 4 wa. 'A The bottom of the curb and gutter may be constructed parallel to the slope of sub- 7" 2._0'1 surface courses provided a minimum depth of 7" is maintained. This area may be concrete of the option of the contractor Thls curb shall be used when design When combinalion mourttabie curb and gutter is speed is greater than 40 MPH on used, the Standard Entrance Gutters or Standard Rural highways and 45 MPH in COnneCtiOn for Street Intersections ore to have developed Urban and Suburban the mountable curb configuration incorporated. areas. When this standard is to be tied into existing barrier curb, the transition is to be made within 10'o( the change in standards made of regular openings. Note: Comb. curb a gutter having o radius of 300'or less (along face of curb) shall be paid for as radial combinotion curb a gutter. This item may be precast or cost in place. Concrete to be Class A3 if cast in place, PSI - -1000 if precast. COMBINATION 4)L CURB 8t GUTTER SREFERENCEN VIRGINIA DEPARTMENT 105 of 201.04 TRANSPORTATION 502 670 665 660 655 GEOTEXTILE F ABRC --- SK0FrAIKlH REFERENCE 204 245 303 414 T SECTION A -A R SECTION B-B SECTION A -A SECTION A -A S NOTES: i• FOR MULTIPLE LINE INSTALLATIONS paMENS10N S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (WI. 2. ON ANY SECONDARY ROADS INSTALLATION REOUSING EROSION CONTROL. STONE: WHERE NO ENOWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE iN ACCORDANCE WITH DETNL 2 SHOWN ABOVE, 3, CEOTE)(TILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4. 5 • DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX. ELLIPTICAL OR ARCH( CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX,ELLIPTICAL OR ARCH CULVERT. 5 OF CHANNEL, MATCH EXISTING DITCH OR NATTLRAL GROWOPE, BOTTOM WIDTH AND DEPTH MIN. DEPTH EC-1 D" CLASS I 2' CLASS I 3' STONE FOR EROSION CONTROL VIRGINIA DEPARTMENT OF TRANSPORTATION D -3A 38,3C EXPANSION KEYED FOR DETA_S OF INLET JONI JOf4T CON91. BAHS `L " f /,PFRO GUT TEAC)( AR '' `Rik &AR4 em SUBBASE e1 ARS F' CLOTH + ; SEE NOTE E8 a STEPS'SE NOTE 5 8' 8., SECTION A -A f -A o r-KEYED CONS JOINT L-VARIABLE - MAX.20' GUTTER AIRS A GUTTER CH TZ�F -------------------------------- - «I ARS sARS BARS E Is- Bm' UAW TER BARS E BARS B WEEP HOLE FRONT ELEVATION ElmsF " T• "'- --- (GUTTER REMOVE01 3'-0" f'/a' SXI/i' BENT PLATE SECTION 0-6 -8'"•tl- Its'- �; TYPE A NOSE: DETAIL SHALL BE USED WITH CG-3 L CG-7 STANDARDS. I/4 R GACYAMIY 0 I/4" TYPE 0 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A , TYPE 8 /2" x 4" sitD StfM CONNECTOR VELOED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO NYHN;rE N AT 2'C-C CONNECTORS AND IS TO BE ANCHORED WITH I/2- X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. ..2 • 'r (' APPR. PAVEMENT DI-3A DI-38 L CH-W L I WARPED PAVEMENT ____________ ____ .4 1.-� _ bil, _ LOW = FLOWW bil .EL52W DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH so S TO BE SYMMETRICAL SHEET I OF 2 STANDARD CURB DROP INLET CEO 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 I'•I -` M��Ir IYYIIw�IrrlwYYr YYYYYwiIYYIw,IWMrYYY14rrYMr11 � rrrrurrrrrrrrr rrrrrwrrrt �� •� ' urrr 1rrI�IH�Ilrwrirwrrl/rrrrrrrwrrrrrrrrrrrl `urrr•w!Ior��elwwwwwwrlweewwwwrrrwww wwwwwwwwa -- �- '�'a/II •-a •• • e' e• • • r• •• a !�`�" r w cc -Et % IZ STREET APPROACH SAME A-.1 SURFACING AS IAAILIE (RADIUS TO BE /6 It I ROADWAY - S)HDXN ON PLANS) ; 1 C E(SHOWN DN BE 06 PLANS) �r• STD CG•12 -•`. �1 CURB A�T � � �B� 4-SIDE WKK I ®t `� I I= AA��55 (M.E.S.)AS •• b•, • j' ��►T �� •• �' ,••• j' ►• • . .-- .� .r. 6.7 1 i r 6" CONCRETE ---' FOPT� ^.^_^'�I�w_'..•--•^ EXPANSION JOINT EXPANSION JONI A _.I I WIDTH -B- 2'-0- OR AS W MAINLINE ROADWAY SECTION C-C SHOWN ON TYPICAL SECTIOR. PLAN VIEW CONSTRUCT GRADE GRANGES WITH A PARABOLIC CIAM, q� WHEN THE ENTRANCE RADICANIRIOT ACCO60AMATE 'M THE TU NHqIK REWIRENENTS OF ANTICIPATED HEAVY THE IO'PARAIOLIC CURVE TRUCKIRAFFr, DEPTH FOR SIDEWALK I, CURB RAMPSLIMITS of THE RAdSEgLLa BE EDGE OF SHOULDER OR as MAX. p REAS 0 To r OPTIONAL FLOW LIT{ 04 CHANGE ® _��--•''�'�� ---- -- ""-- -'- p _ RNnEHC01/.AIIICTHON STIDt1L4TM IIS USED FOR ASCEPLEASE T NATAL IE ROADWAY -•-'-"--'- -^ -- -`-` -•�- YDOT PRO.ECT s- MAX �tGE D NOTE THE FOLLOWING, 511 40'ti4. FOR 1REET y D *� TRUCTED M P7 � 5•� t LINE (EXCEMENT TQO THE RWINE $LBGR.IOE DESITA F FOR MINE STABLWION REOLXi£D FOR NNHL►E PAVEMENT CAN BE OWYTEO IN [1111111111ANU C THESECTION A - A OR COMBINATION ATION CURB ®Ar GUIDELINES FOR GRADE CHANGE D aFr ggEErCM THE �LLINNETEXXCCEPTNFOR E0 REPLACELENT PURPOSES, WHEN USED IN CONJUNCTION WITH STMpMO ENTRANCE VOLLAE DESIRABLE MAItAIIL CG-3 OR CG-T THE CURB FACE ON THIS 15 T'0 BE ADJUSTED TO MATCH THE MOUNITABLE CURB CONFIGURATION, HIGH( (MORE THAN 1500 VPD) 0 % 3 % B RAW ceSNGN MEDIUM 4500-UM VPO) .93 % a % TOEBEIUSED WIANDARD TH THIS STANDARD. LOW (LESS THAN 500 Vpp) d(6 % a Y X AFLORINWAFpT�'EPNEFWLIE Ot O VIDEPOYTIV (DRAINAGE ACROSS THE EN7RANCE. OPTIONAL FL%K MAY REOUIRE WARPM OF A PORTION OF MUTTER TO PRECLUDE PONDNG Or WATER SPECIFICATION METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA, DEPARTMENT OF TRAWSPQR7ATION 203,04 EC 2 J STEEPER TFEA)7"iTl I CENTER ROW MAY BE ELIMINATED WHEN SLOPE I I IS LESS THAN 4�1 I I 5' MAX. 41 OR FLATTER I ! I 3'MAX. STEEPER THAN 4;1 T1 I EOGE AND END JOINTS TO , , BE OVERLAPPED 2" MINIMUM. � LAP COME FROM ) � � I I JUNCTION SLOT CHECK SLOT ERMINAL FOLD V OF STAPLES INLAPWITH MAX. ANCHOR SLOT TANP SOIL FIRMLY ANCHOR SLOT TAMP SOIL FIRMLY/ TERMINAL FOLD 1 �-• � a. fir' r I� . AMP SOIL FIRMLY AN, SOL FIRMLY *FT TAAP SOIi fIRNLY ) ,CHECK SLOT JUNCTION SLOT 02 , rp 2" Notes: 1" TO 2" T PERR4' X 2 E 200 STAPLES REQUREO PER 4' X 225' ROLL. I 2, ANCHOR SLOTS JUNCTION SLOTS AND 6• ,N/ I CHECK SLOTS YO BE BURIED 6" TO 12" dmjt,... AND VARIABLE. JUNCTION SLOT I 3. MAX. SPACRLG C-C CHECK SLOTS 100' SLOPE 42 OR LESS 5a SLOPE NO, 11 MIN. STEEPER THAN 4•L GAGE WARE 4. STAPLES FORMED FROM N EN STEEL PLAN VIEW WIFE &" STAPLE MN'.HUM LENGTH SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH FOR SANDY SOIL 6" STAPLE NLNRJ AM LENGTH FOR OTHER SOIL. GENERAL NOTES: I -BASIS OF PAYMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE. 3, JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR. WITH THE DIMENSIONS SPECIFIED ON TYPICAL SECTION, 4. WIDTH OF MATERIAL MAY VARY FROM MINIMUM DMENSION BY INCREMENTS OF 2"T-TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER NAY 4 OR 5 FEET• BE SUBSTITUTED FOR THE STAPLES SHOWN. 5. FOR SOURCES OF APPROVED MATERIAL SEE VOOT'S APPROVED PRODUCTS LIST FOR ST'D. EC-2 MATERIAL, SPECIFICATION PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE 244 114.- VIRGINIA DEPARTMENT OF TRANSPORTATION 606 END -SECTION 12" - 60" PIPE HUB END ON OUTLET ENO SECTIONS SPIGOT END 04 OUT END -SECTION x TO BE - - :� MINIMUM PLAN LyYsuu).fsoa ED OF PK E END VIEW r • KIM II morzrm 111IIIIIIIi �'�'I �W'!/Mt'�1i ��i��•a ti��. i3��1�e�Irrr$��r�i�rr �•4�5.I��II� ��lii iaw•r_ �iei� II ' I�'iI��L11i��i2 �h7t•7{tr7 � 0W,"KWM4IEWhA*X" yo >i ��-.��.a>y recce rta ALTERNATE ENO -SECTION 12" 60" PIPE E9.1 HL16 END ON OUTLET CW-XCY*Nf_ MOOT END ON KEY END•66EECTION x X 1~~+ - CONCRETE TO BE 1 ~ E t(100 Pft MMMI i! PLAN SECTION X-X dOAIETER END VIEW r rL-11fli �str■�t��■r�s� SWANswie at" MOM! �l�rlee�IF�IeI�IRa4•� w'.wll � � Y!{>♦ wL,a.:i � Y1�1�■1M111i�Si+� 70w+Clim1w Wr"III1KZM 11122 wmmt&t ,a W I VS Ka•28 PAY LINE c NOTES: (IF PIPEr EE PPE ►CMIGTHNr ONp�PEL�M/K�ARE �ry 111 OEHN��LtI�N�f(OTHE 1111HOWN ON ELL(rTT�,11•p tIt �Ti[IAIC�Tpplt�[LECTI �CULVEVRT TO THE OIFFiRiN4E DrEIJION 'U', O BY SLOPE DETAIL SPECIFICATION � REFERENCE FLARED END -SECTION FOR 12"-6011 CONCRETE PIPE CULVERTS 302 VOGrrA DEPARTMENT OF TRANSPORTATION L - 102AOt DI-1 I/) SECTION CAST IRON SECTION STEEL NOTES 2_7• L 21/2" x V/2" x I/i' L DEPTH OF INLET (H) TO BE SHOWN ON PLANS. - Lu a to be Cos( w,lh caller 1-3/t TO'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD 01-IA 2. THE "IT' DIMENSIC4'I SHOWN ON THE STANDARDS B- .�I-`- B AND SPEOFIED ON THE PLANS WALL BE A - - __-- A I i MEASURED FROM THE INVERT OF THE OUTFKL CAST IRON GALV. STEEL -f One PIPE TO THE TOP OF THE STRUCTURE. PLAN '71" DIMENSIONS ARE APPROXIMATE ONLY i.r _ i_ Molded jant FOR ESTIMATING PURPOSES AND THE ACTUAL 66 I DIMENSIONS SHALL BE OETERUNEO BY THE .r w Optional iv 3 lus. 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. erace Ribs inclu6rp including Weld oil 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS --- lugs onnetlors connectors TO BE SHAPED IN ACCORDANCE WITH STANDARD to Collor IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. ,u,_„I I •• I/j' M W/j• x 4•J yr•• x 4" 4. IN THE EVENT THE INVERT OF THE OUTFALL 2-7 9/2 Lugar Stud $hetlr PIPE IS HIGHER THAT THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE {'- connector SHALL BE S'HAPEO WITH CEMENT MORTAR TO Ii PREVENT STATURE OR POCOST OF WATER .TI,•1)h" N THE STRUCTURE. THE COST OF FURNISHING PLAN l l AID PLACING ALL MATERIALS INCIDENTAL TO TALTO 4 INLET SHAPING IS TO BE RCLUDED IN THE !SO (Grote Removed) PRICE FOR THE STRUCTURE, 21 SECTION B-8 5. STEPS ME TO BE PROVIDED WHEN H IS 4'-0' T DR GREATER. FOR DETAILS SEE STANDARD ST-t. EIiMENSNONS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST PON ONLY 7 # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4•-2" D TO ABUTTING CONCRETE TO PREVENT SETTLEMENT, IN LIEU OF DOWELS A 2"X4" 2•-7 )� Hard•aora Cloth 2'-8" NOTCH MAY BE PROVIDED, SEE STANDARD NOTCH S 7" Diameter 3a Di Y.3•• FOR ALTERNATE DESIGN. hole S N f 8 _ ti A i" 11AMC iFR WFFP tlrYtF W17H 1�••Y 12'• PI ACTH p o all a a ry ✓� u2N ' D. Coeur n.p' ---4" depth Aggr. 168, a 7a or M8 x 6" .idlh E E E' N in. - 12"-15"-18" or 24" NN fV i't • o p .p s p in p e p HARDWARE CLOTH I/H" NEST CAR GALVANIZED STEEL WIRE,MINNW PARE DIAMETER 0.03", NUW1BER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 10, ANY ALTERNATE METHODS OF ANCHORMlE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST RSV LUGS AS SHOWN HEREON. SECTION A -A .,:,.j 4" CONCRETE QUANTITIES FOR MIN.DEPTH r 12" concrete pipe - 1,440 Cu. Yds, Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yoe. Concrete l0" concrete pipe - 1.620 Cu. Yds. Concrete 24^ conn'ete pipe 1.817 Cu, Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odditionol(ool or depth. APPROXIMATE WEIGHT Cast Iron Grate 363 t 18 Ws STANDARD DROP INLET 'ECi1CA iETEREKa 12'' - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Z 0) W O Q C CL e (ssn fs.l HY F� Q 1 0 `1 I sl- 0 Z C) .P4 0 1 : - 19 b U_ 0Poo lJI J 00 W 1.. C C Cif IL C N J • ro ES Poo V i a: � 61� 04 l� > tL Z O `V Qi ECj Y j W SCALE: P "-.20'' DRAWN BY: ✓, D. 5. PROJECT NO. DATE: 3-3-03 SHEET 4 OF 5 CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) SILT FENCE CULVERT INLET GRAVEL CURB INLET SEDIMENT TEMPORARY RIGHT-OF-WAY 1, SET POSTS AND EXCAVATE A 4"X4" 2, STAPLE WIRE FENCING TO THE POSTS. PROTECTION FILTER DIVERSIONS TRENCH UPSLOPE ALONG THE LINE 70' MIN. EXISTING OF POSTS. ENDWALL 5:1 VDOT #1 A 5' V_ COARSE AGGREGATE 1g" MIN �FILTER H 'IN. A MOUNTABLE BERM F-f— CLOT (OPTIONAL) F7- - E7 TIO TOE OF FILL \ SIDE ELEVATION CULVERT EXISTING GROUND 70' MIN. T B VASHRACK 10' MIN. (OPTIONAL) I 1= I I r __1 — - ' L --- L ' 12' MIN.* 10, MI FLOW 0 EXISTING PAVEMENT Z TOE OF FILL GRAVEL FILTER —12" 0 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 0 RUNOFF WATER IRE MESH TYPICAL GRAVEL STRUCTURE Z _F - VDOT #1 POSITIVE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 0 0 ) TO SEDIMENT FILTERED WATER COURSE AGGREGATE0 TRAPPING DEVICE SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW 0 VA *HRA K • S (OPTIONAL) L PT' NA P ITI OS E DRAINAGE 0 MUST EXTEND FULL WIDTH TRAPPING DEVICE IS TOWARD EMBANKMENT OF INGRESS AND EGRESS OPERATION PLAN VIEW L FLOW COMPACTED SOIL 12' MIN. OPTIONAL STONE COMBINATION MIN. Jill Jill SEDIMENT 113 FILTER CLOTH 1.5' CONCRETE GUTTER 12"- SECTION —A —A FLOW( I CURB INLET 6'-7- III -- III "" ' °� o FLOW ' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 4jSPECIFIC APPLICATION 2.5* 6' FILTER FABRIC THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS GX WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED TYPICAL EARTHEN STRUCTURE G REINFORCED CONCRETE DRAIN SPACE AREAS. WILE VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP SECTION B—B TO REPLACE SILT FENCE IN " HORSESHOE * WHEN s GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. op" CID HIGH VELOCITY OF FLOW IS EXPECTED >1 SOURCE: ADAPTED from 1983 Maqland Standards for Soil erosion and Sediment Control, and Va, DSWC Plate 3.02-1 SOURCE: Ada ted from Installation of �'tr� Sediment Control, PLATE 3.05-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va, DSWC PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.07-6 Source: Va. SWCC Plate 3.11 -1 @ 15 yt �7pd Fabric Filter Barriers for Sedim 41D bmod I C: U i �Ul_ U, > Oco OD W -7 TEMPORARY DIVERSION DIKE SKAK TO CIEVATION M Cd & ff 10 OF F" Cd Compacted Soil 18" min. SLOPE TO 10 HART OF OUTLET APE IM040 CID —Flow SECTION A -A METHOD OF TREATMENT IN DROP INLETS 11111la-1�11MI N 11111011111 M-11111 0111111—millil im SLOPE 10 DRMN 4.5' min. TO PPE OUTLET PFE SM"4 OF WMOLE Aw WET NVEI"S N ACCOFaMM WT" THS ORAWNG IS TO 9*tY TO 7HW STRUCTURES $PEOM ON PLMM TUIRIE.CA WHEIRE INYMT OF PIPE 19 /W* INVERT OF 5TRIX WCL MIDLE OR OW W&VT t% TO BECOF~NFlOftU" OW CONSTRUCTED ONST•• "'0 W I.E C=AS"OETALCOV*XON K 10 Coto Ids' It > EE WMC"".11xeOr CM :10IECWAY W TO ..12= MBE lrfr 9"TH OY ME" OF HIND TROVELL0116. tOC T A"111ECIAlt S14ALL RDAAH EXPOSIED. OEIALS Or KKMt VW"C As 9*"A*4 HEWON atE FOR CL40PLE OWY. EA"M W PUSS (r*E OR WOP MET tS TO OE 9UPW M y 10 K r PMTKXLM t*ET OM OUTLET 0011WIURAt" AM FLOW LOCS. SECTION B-B A 1 PLAN METHOD OF TREATMENT IN MANHOLES 0 < SOURCE: VA. DSWC PLATE 3.09-1 Z STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 0 0W V"M OffffinJENT OF "MISP�WA704 LO Lei Z UJ Q-1 C(r)- C: kv 00 �� , � fit r �� ^�� v�� trench width TT 7 as required METER BOX and COVER general backfill 6" dia. schedule 40 steel general backfill (see note) (see note) pipe filled with 1 3' ....... . METER SIZE METER BOX METER BOX COVER and pai ............. Non -Traffic M32C-PW 0. D Traffic A32HH - T 7' 5/8"x3/4" or 3/4" 18 in. Dia. ............ . .. ...... ... 2' .............. > Non -Traffic MC-30 (Frame) WITH RML- 1 -T (Top Lid) concrete ill 24 in. Dia. — 24" select backfill 24"select backlill Traffic MC-30 (Frarne) WITH RML Z -12-T (Top Lid) (see note) 18" dia. 0 (see note) concrete encasement concrete p Vad 3 treated 2"x 4" with -61 sq. x 6" deep L 61, L 61, top 6" pain ted blue O.D. O.D. Z concrete 1/2 0. D, meter cover I - I Q Q thrust block BOLLARD DETAIL set 2" above grade prior L _E varies as required to sodding 6" 6" k.............. stone Nw*'� c�� ... - stone q . corporation 4" stone PQ stop 1 W-21mete b direction of setting to be approved prior to installation 3" stone bedding meter box STANDARD CONCRETE ARCH surrounding box rew type I I adjustable Fcalve box 36" min. C) 36'min. angle check valve :: ...' r with drain valve general backfill -1 8" min. angle ol,,,e general backfifl �7_ as required concrete pad V-6" sq. x 6" deep b valve U (see note) (see note) type K copper ston valve megalugged tubing, continuous 90= location marker e /--to ma' 2" min. - 6' max. without joints from 2 ft. ............ f ......... .... ...... ............ ....... 6" stone bedding T\'�K/// X V W, "M water main main —megalug METER SETTING PARTS Tw 4" stone line meter a e yoke angle check expansionyE 24" select backfill 24" select backfill (see note) (see note) screw type yoke whee in size ball valve valve I Z) adjustable curb & gutter Sir Q) & C84-34 Y502 BA94-224W HHCA91-323,TV stone valve box 1" 5/8"x3/4 EC-23 L ston M e to be minimum M m.m., stone of 6" above top of base V 6" 6' locator marker 3/4" Y503 BA91-323W & HHCA91-323-TV EC-23 C84-34 C84-34 %'- A block 18" to 24" 1/2 O.D. tone 1" 1 1" IY5041 BA94-444W I HHCA94A44-TV EC-4 8"y 8"x 16" solid block 4negalugsQZ C_ O.D. (for valves 12" and larger) QZ INSTALLATION NOTES: L4 L M. 1. Exact location of meter box assembly T concrete concrete At-, �F� to be approved prior to installation. type Sv 2. Water service crossing street shall be Not this detail is also CONCRETE CRADLE CONCRETE ENCASEMENT V encased in 3" dia. SCH40 PVC or M r ro used for butterfly valves mechanical joint ........ SDR21 piping. The piping shall run from r SCALE. swivel tee with one toot beyond sidewalk, across the 6'branch street, to one foot beyond sidewalk. 1 X 1 TEE (T444-444) NOTE: To be compacted to 95% of ASTM D698 maximum density. DUAL METER INSTALLATION DRAWN BY- 1/' D. S. PROJECT NO. FIRE HYDRANT ASSEMBLY 5/8"x3/4", 3/4" &1" METER INSTALLATION GATE VALVE TRENCH & BEDDING DATE: Figure 9 Figure 5 Figure 8 Figure I SHEET 5 OF -5