Loading...
HomeMy WebLinkAbout045-98 Waffle House (Stephens City) - Opequon - Backfile (2)L3 E L - - _T V 7 SCALE 1"= 2000' 1 Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. V1. 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 EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR 33 -330 40 0 C -E 00 00 C14 U-) //S"OEPHENS'� CITY X Bass -Hoover _4,�M �0 S V 60,W& pt --AGE 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, 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 EX E/P %1� I CORRIE C __J 01 0) must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. EXISTING EDGE OF PAVEMENT ----- PROP E/P 9" TO N 11 W i x" %iggu, > = L_ 01 = U) relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT `C , 11 , A, AT - . 3. Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. EXISTING CURB AND GUTTER EX C&G PROP C&G C: V) Q) -C 0 -r- Ln C1. 7UR CT Kf/ i , STS IN (VDOT) Frederick County prior to construction in existing State right-of-way. V3. When VDOT traffic temporary, PROPOSED CURB AND GUTTER & Ic 114E X < 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is working on right-of-way, all control, whether permanent or shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R i/Illy Billfiefds Boat Rentals 3: 1-1 LL_ refshteq quired under State low. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's STI �f�ONV'l 0 1 E So F7 (n (n 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held Representatives the Virginia Department Transportation January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T T > s; 1�v I , J d X. DOT Area Hdo 1341 0 7 NO TT 0 N A Y SHERANDO Frisbee Giff Picnicking grounds with the Developer, County Representatives, and of of V4. Design features relating to construction or to regulation, control and safety of traffic may & e t1n of 'Jarneswo Shelters Shelters C D (VDOT) to determine if and where guard rail and of paved ditches will be needed. The developer will be by this inspection."Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER EX. 15" RCP 3 Wnn !!AX S vnM Lii cn responsible for providing guardrail and paved ditches as determined joint 0 % gp4 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP tephens City d 63 V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER Mennonite a Alc 21711 'd illia, L�;J V) W AVI K 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER _J < 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic �'H F E 1 N Ln) < > Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE 0 UJ _J > 0 8. All be removed from the construction limits of the roadway before placing contractor, various County agencies, utility companies and VDOT prior to initiation of work. > Q� 00 a- W LL_ a unsuitable material shall PROPOSED ELECTRIC SERVICE P 13 Sheet 1: Cover Sheet G - U') a- < embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for length time. VDOT 48 hours for Sheet 2: Site Plan � a_ 0 < ::i LL_ 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined of will also require notice any inspection. EXISTING GAS LINE 6 Sheet 3: Profiles and Details Landscaping 0 O:f < 0 0 than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. GAS LINE Sheet 4: and 0 J UJPROPOSED 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE Erosion & Sediment Control q-, 4� - Q o w < < _J 1-- > 0 < < on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance Cf) 0 > 0 W :2 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained FLOW LINE �A p"! :2 0 Z :2 0- 0 < 0 Li - be minimum 6" diameter and conform to VDOT standard SB-1- through construction. FENCELINE < _J a- LL_ V) PARCEL IDENTIFICATION NO. 85-A-1 48D PARKING CALCULATIONS 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE z < ct UJ V) 0 < i­ one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during the EXISTING TELEPHONE POLE STREET ADDRESS: Fairfax Pike Waffle House 1 space per 100 sf Z 0 Q� - uJ U) < 0 >_ UJ 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at end of construction. TOTAL AREA: 24,968 sf PROJECT AREA: some 1830.8 sf / 100 19 spaces required N L 0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE DISTURBED AREA: some 19 required 33 spaces provided whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w W W CURRENT ZONING: B-2 condition at all times. CURRENT USE: Vacant 2 Van accessible and ADA compliant spaces provided 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V1 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT PROPOSED ZONING: B-2 1 Loading space provided sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED USE: Restaurantrn sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER REQUIRED PROVIDED C: C 0 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER 4 -- - ---- BUILDING SETBACKS: FRONT: 50 FRONT: 51.00 Z a - SIDE: 0' SIDE: 10.00' 0 -0 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER ------- r�� w REAR: 0' REAR: 102.57' - 0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN - > prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) REQUIRED PROVIDED W C �: C: 31 utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT PARKING SETBACKS: FRONT: 5' FRONT: 6.9' 0� 0 0 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AN%R JURISDICTIONAL STANDARD AMP CONSTRUCTION SIDE: 5' SIDE: 5.5' & 9.5' >1 result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT PARKING INDICATOR 12C REAR: 5' REAR: 5.32' U) -0 V) C approval. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES .2 .2 U) must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CID and UD underdrains shall be installed where indicated on these plans F.A.R. CALCULATIONS REZONING PROFFERS : #005-96 .0 5 Q) 5 Q) development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION Required for B-2 1. "any development ... will utilize the existing entrance 01.0 W 00 0) Co 0) 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING ED 1830.8 sf 24,968 s.' 0.07 provided on to Route 277" "The shall meet VDOT minimum design standards and is the developer's responsibility. 2. land will not be used for the following: used car 11-1 1-1 20. These plans identify the location of all known gravesites. Gravesites shown on this plan vv:il be protected sales, car washes, churches, hotel or motel, golf < r- 0 in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 course or driving range. " I Q0 00 1 1 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 3. "The rezoned property shall not be further subdivided." 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an LANDSCAPING CALCULATIONS PARCEL 148 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN Interior EXISTING PARKING LOT professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT Required USE AREA REQUIRED geotechnical report has ben prepared, it should supersede the requirements in this note. 1 tree per 10 spaces = 4 trees 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 5% of 13720 sf = 686 sf of landscaping HARDWARE STORE 16875 sf 43Provided TP C T T4. 'F P -4 E` A X or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 1,150 sf green area RESTAURANT 2700 sf 27 BANK 1920 sf 8 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines 1h, I � - 1- �-' I � � STORM DRAIN STRUCTURE IDEN11FIER � 18 4 Aristocrat Pears in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. vTANNING SALON 2000 sf 10 EXISTING ITE (6th Edition EASEMENT LINE Exterior Required TOTAL 88 102 Water/Sewer: Frederick County Sanitation Authority 1 tree per 40' of perimeter P.O. Box 1877 CENTERLINE 710'/40'=18 trees required Winchester, VA. 22604 Class 832 High Turnover Restaurant 130.34 per 1000sf EXISTING SPOT ELEVATION 12.0 146'/3.5'=42 3' shrubs for headlight screening QL) (540) 868-1061 + Provided <� Phone: Bell -Atlantic 1830 sf 1000 sf X 130.34 .238.5 VPD's PROPOSED SPOT ELEVATION 12 4 Aristocrat Pears ENVIRONMENTAL FEATURES PERCENT > 14 Crepe Myrtles P.O. Box 17398 Baltimore, MID 21297 EXISTING TREE DRIP LINE 80 Broad Leaf Boxwoods FEATURE DISTURBED Q) (301) 954-6282 EXISTING TREE 15" OAK 15" PINE Open Space FLOODPLAINS 0 LAKES & PONDS 0 Q) C\2 4WETLANDS O Power: Allegheny Power MISS UTILITY 1-800-257-7777 OAK 15% Required >1AC 0 U) P.O. Box 1458 PROPOSED TREE 24,968 x .15 =: 3745 sf 8758 sf provided SINKHOLES 0 0 U Hagerstown, MID 21741 NATURAL S.W. 0 4-� Q) Q�) 0 0 -1:4 1-800-654-3317 Gas: Shenandoah Gas Co. DETENTION AREAS STEEP SLOPES 0 > 0 0 P.O. Box 2400 >15% Winchester, VA 22604 ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL WOODLANDS 0 (540) 869-1111 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY NJI TE-) VVAFF1 F ' _H1--,'E R_L0(__,X HO 6R' (�HFI- .13K'NATURE TH 1 WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. "-A MARK D. SMITH 9Project Nome: Project Number: 2. 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE No.0228374� W a l e House 2170 AUTHORITY'S INSPECTOR. til Ill, 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Magisterial District: Date of Pion: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY L ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF SIGNATURE DATE Opequon 06/02/98 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code & Telephone No. 5605 Belstecid Lane DATE: 06/02/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. North Lake Foods Glen Allen, VA 23060 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (804) 360-3195 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code & Telephone No. SCALE: n /a AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY Same 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR PRINT TITLE CONSTRUCTION. DESIGNED BY: Oates Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2170 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 m r- (ri M m 0 ru o, Q 3 o, 3 H w J LL- LL Q 3 OJ O aL) 3 / Y O 3 / d U cn 7D CC \GNUS SRO W / w NOTE: 1 Boundary information shown does not Z constitute or represent a boundary surveyb Y this firm. Traffic uyne Pole'4 2) All ramps shown will be built to VDOT Z CG-12 standards. w 3) Additional ramps may be required at > N in O co b the VDOT field inspector. Y Q N I 4) Fire Lane markings and signage; "No N � c .O N all Parking" signs and yellow J cripainted � curb locations will be 7 Z O N L installed by field inspection at the direction of the Fire Marshall. ` _ _ VDOT Mon �ielurbed w = a� I LJJ 0 +� C v O 5) Any proposed slopes shown at 2: 1 must be inspected by a soils ` -'' u7 engineer for stability. r FRANK & BRENDA WELCH � `n -S < "BURGER KING" "VETERAN'S TEXACO STATION" TM #85-A-149C DB 804, PG 1805 i L a ZONED B-1 USE SERVICE STATION AND RESTAURANT �' > W 0 KENTUCKY FRIED ? yNv, '�-� CHICKEN & i' ,. TACO BELL BURGER BUSTERS III, LC TM #85-A-148A �cuy�, �\ DB 874 PG 276 ZONED • B-1 Bollard = (, :FP`#RJ60108 1 vooiT-Mon C `i'�f USE.,,: RESTAURANT Bollard° ,° f Sig ri I :v O O �� ,A ` W OG `r , ` W LL 3 3 _ \, Bollard ° ^ f l f '' Prop•. 2'X2' Si'g n \ Bollard �! base and 3-4Q0 Batt G� o _ -` �' y light fixtures ®\25 J 1 I / Light 4e s' y TA �/ , j c c tt 1 Pr p H F,. Prop Area =k IbQ%sf \ LG �s �� cn - in - Western Steer SLpPE .6R r 1 (55 �p c ✓ -i Ex T00 00 r- 00 rn O vl Ex Fence �i v Z � i Retaining Wall , _ _ 4, ' ,?.�. , 6 53Z^ \ Vie moo;. �" # .. CO 00 SCULLY LTD ;I �.-� �., Dumpster �~ - `� �:��''�� �`s � '`�, ..- p „, - ...r-" �9 °^ �� SLI ® \� ,� I TM #85-A-148 Ex cone aQo�e1�� , •r;; "" 52s ` Sign to be ����� `` r0 1 j P , s removed,,.,,,' DB 575, PG 540 _ °�°p0' ZA B 2 4� j ZONED - ,, �\ _ �. ��' ,� `�: "-'� `. e<r 6.53 R g3 rib. `4 , • 3 o -a 48•R 2 24 5 :i�� `^T».^"" ...` _� .9•l}`• X 753.aa' \ WATT � � Fp T° �' i ti _ V USE RESTAURANT - -400 � _ 53� _ �e ,�' -'' -_ ��' �.. A � � _ \ 51 '' i �� ,. � •. .--: �,�-- � � .., , LIGHTS ON R-(aLf \'a r� _ ® J �� �O G' ti r cn �. �P Light Pore yy�.�.-m / ; \ \`� __ _. -"`�' _-_'.-- , '�� `� 5 �+ 4jQ Traffin Li ht Y` y Underground conduit 9 i" N9 "' m _. ..., ._ - „ _ ® U C� Payphone R Contr of«., Service 2 nduit Se e 6R x N O __,... ` Grease Trap'; ! for ligFrts (3/ ! zoo ,� `� 23-400 WATT ` cy fit LIGHTS ON POLE' \ �'�W ri i (� �O V Z rr ,.t,_.q-r-...�:. - ` `� \�,�,'•X , l.k- i--4 `' j 7 � 2` Sign 9 5 }, �'' " + I 0� 1 E IGHTS � ON PO E 1� $ 7sR - `d a.s'R 5 g ` ` '' t � T \ t� _� ' O'� Pg ` SSMH30 TOR,= 748:5T P 68670, w - 1 Inv in \� ' , q � sera ti 51'. ens L eE .. p / Area=108sf t'S ° - Ex Trees \ m I ° d��9 a �o9 Se9 t EW(` �• �'� ;1 8 `� � © k = ,734.$-: qRemove Inv out = 7,34.8 '``\ "� _~ R°{� + „ w� � ' R E �oseR` = ' --' emove � -� Inv 750 v , a 1 r f � ,Remo*�e 45 � N'� y 7 52.36 .. r 1 f.-'� �' - S H 30A t s T0�•�746.00 BM � .._ ro osed One Stor Restaurant a y � � d P 1 � ..,._ �/ _ c,+. Q�.--`80LLARDS' ;.'` IW �'\ 1830.8 sf Height - 15' S ' Inv i�734.3 .� �-.... 48� f 1 ~� S'R y pr 5 - N 51 1 ; tjndA �._ 6 2g 33 FF - 753.50' - 51 Inv in 733. ) 8 (4� 4 Inv out= 733.3 (10") a ' - 512 e`te�5 � > • J j, 2-4 Mechanical Left Hand Resto rant L Zy. P ;4 ` \, nd .- ' r . ' - 1 ro o ,'Ca / watt 40 seat/22 stations ,� _.... t `- \ Room ',f o�' , S, y (,Raise MH to �50.0'i . Or osed ..�... i ¢ 1 Du ste Z .._.-a 4� o O See • wee �.,_ g \`� / light a _ �_ din"" V r � r Natural gas $ o stic" 4= ( S 1 �. `• �\ �trd <- e ! 1� v' Roof exhaust 3 w"' sea!" v ,?, N R ° 1 'ssR C 0 s1.e2 v''•� . C� �O REPLACE BROKEN S� CURBING O� V Conc Detail Sheen, 3 .. , < �tor ro (E P� Ate% Pa w 2 e ,,9 s i PI / �' �� d / 6 ! e -.. SE GP o. roP W' > \` 2s'R Gutter - s Z ! y ~ (^ 3 �� c 0 6 , ,, ov Transi ' n o `J ed _ Block Fence -� 48� � �, er - Q 1 ;�R�^' i 7 C.t 12 No1 s PROP P - , ;, s ' Q8 F 4 " 0 No � AS DETERMINED VDOT FIELD INSPECTION BY O O °X s 4-, . f 52 n0 ,2 � � 1 e h0 yFire'Lan tiry _.. p_ Q9 , �•. �' �yr Rrrp e 2 '~ �j0 + \ �. ''., t , / i 242 Overlay existing pavement `�` k > _ Si 3*,. _ Concrete Flume��\ & Rip - rap apron 1`fl-� Existing Gravel Area ;' `� Existlnrg> Grass Area Undround conduit with 1.5" of SM-2A OV 3© \ \ 1 5 A$ .a e , _ O ' S \ 1 �r 1„ --' -... - ' \, `\\ \. \ `, " Inv- 8.94' .-� to be regraded with .-. ,, g / for lights (3/4") to be follow Prof \ „ eat f !, �' Eoser^ \ \. - r^ xis raded and 6 of 21-B .and have � / the,-,seedin schedule with positive drainage as a result g �, 1 \ \\ rays �: �g Note: The natural gas routing & cress " ,.✓ • -+ connections will be verified b P "' --'" `� j `, " Z sign r-1 '+, ✓ positive draina e,�i�s a result _ -(Fill in of holes P ` 9 2-400 WATT ( p ) (Fill In de resslons) _- LIGHTS ON POLE ;S ,. �,•� �,/ Shenandoah Gas Company prior �:. \ r / to construction ^•;\ _ ... _ \ GDOT-Mon O 1� �-1 Lib .}i Note: The elect ricol service routing ' �•'�r �,,� i ! Goa ono "" M >*S ` n a ' and connections will be verified by d. 1 ` N _ Can Wash w % Allegheny Power by contractor pr(or•., .,� Hot & Cold Writer j to construction ! I O 0 -" sod Gas Drain Plumbing to � � _.... - - inside of building y _ _ y^ " - _ r� • mrr\'\ j Light�ole rc. u u) _ m *Existing Water Meter Note: SCU LLY LSD' _ _ a ' I �f '' j .� % 1 / TM 0 /- - Water Service to be abandoned at corporation �` #a5-A--Y WACHOVIA f\� ; i �DB 33 J PG 540 ! j 1 ` - -' at main line. Meter Box assembly must be given � �. ;j f f---4"ZONED -1 r` f BANK f -- to the Frederick County Sanitation Authority. R E TAI SERVICES Lightpole f HARDWARE STORE DATE: 06/02/98 \ SCALE: 1 " = 20' DESIGNED BY: GRO 1 JOB N0. 2170 `� SHEET 2 OF 4 14'-0- 20' + 0 9 A '. -�- 3'-8- 9'- 4-6- u u . - COW- SAD L _ J 6" A"ALT s- 2'-7- 4'-0 2'-7" 2'-10- 3'-0 �. 20'-0- g- /COwC7tETE MDER AlHALT - J LNOTE ------------------ ItT M , Cu. ♦w. w w..�. 1. VU TM COURSE.. VROWL 04. ! WASH 1t =HC Rust TO K ►AI►ITICD X rAVCH SECTION A -A TALE V out -Doc f VUL APE PNNTED i�L10N • iCOMC �1r 10 R r 1l DWQPCQ r,r Ill • R Y 1'-0. 1'-0' - LIGHT POLE BY UNITED UGHTINO STANDARDS, INC. CATALOG p RPSO-25-4-•11 '. 3/4' BASE PLATE or / 1 2• NOtr�K� o II II II II 1;, II II II II ' II II FINISH GRADE II II I I I I I 'I 1I t� LL-wla O 'N W o � 1 O.D. 00 Ol CT) L Q c D C cn O1 3 :J O U ]C cc 0 / Q U U1 / 2'-0' 4-3�4'0 x 2'-2' W/4 HOOKS, ASTM AS72, GALVANIZED ON THREADED END, DOUBLE NUTS FOR ADJUSTING LEVELNESS. COORDINATE LOCATIONS W/ LIGHT POLE Ili r� r' WRL IMI[ ON -do" *&"MIfwS. bw"%*.* b t okg .w..w• A.IM-000mmd wfM aapelee r.MflM� os we•.UL asttid for x, "M »mw"M -- AwM1ae•MM f a bleat. Po4vo r powder 000 t1Mah for ttaaaMwm pw•rw.w ll..lw f1a..l.aw.w•. lets- 10 PMOWWOW alaMW Iwb dew to keep Sol ..1eawM ..wa.-tt-.alas 0%01" O1 QuWWMVOwa eaellekb M atatlafl -".I nRlMrllg wp11md b w ••wMN MaMIW ptMirtsllell and t71loM1•r --reMwrflow tM •ogo" tiNr • Yet 111f111• tt•1/ M4mwMskftM ftopeftnll p-IGO.tM ether afaSWGad owlelo n.wea rw0"wAad aa1 a onno 1 me etaMtpMM rM C$MbiM of V*b% taaf1AkO Of *MON~ f-r OW GJL N, ��� 114•_- MI.....M ea d dk mn iom �• ' A Type -"K"- MNEF'+' ADA St'd "Handicap Parking Only" S7fi-40 it�,�:L & "Van Accessible Sings - V 6" Cone Curb Exposed n ASg 1 tip ' -v. : I; �,•,� <' Concrete ;n ( walk 6 -' CG-6 •Curb. 2 Window �^ (' Precast q Wheel Block V co Z.C. Painted Symbol OA x .. ro al � a r, a.rM.If-wMI a� 4mMAA IIr1 Mf.(kN.t4rM 0// Iatlt• taati.q tt14r-1q Mlw�e. , �M IMfr 11� x.�lasal10wr1•s0 VERTS.- • '. o . LIGH-PING 0076 • ALL otJTR00F2- I-IGH71NG 5HAL_L BE HooP&P % DEFI.EGT GLAD-E AWA`( FROM ALL APJo(NING PRvP'ER'TIE5 AND PL113LIG STIzEET�i. 24'e CONCRETE PEDESTAL, ♦"yQt.4TL. 7"TAG -.ALL 4-OlCNE1ZS pd17 GEH7ElZ�i-TQ 15E 9Hv11 WEL175D WITH rLAT55. JNEHIKV WELD rc1HT9 IrrKLH KvUGH SAWN 4aavA2c rL.AN IG') 3g2 LIGHT BASE DETAIL 2.3 SCALE: 3/4' V-0' . 777 $" t yTE E rLaTG-9 �-V 96 0 I I a • x 1/x v'p„ Wr, T" N104&0'f r,ATE rO-*T ti Tli G"x G" G 6 DAB rOriT9 I atAft L.ATGH <aICAGKG WITH SIM".9H Go• vlrrov 4TL.. c�LurrtN i _. 6•ICA PISS IL 1 L__J �- 17u ptiTE IZ GA -r E� D E -CA L L (H41T To -iGA L.E )1 METER BOX HARDWARE general bsck it �- pens,-t batlldN O.D. O.0 •' 24' carefully oonhscted 24' uretuiy onntpeot•d bec till b-Itldia stone Ir O. • 0.;.: to O.D. Hone aggregate OOrlael• BARD CONCRETE CRADLE general baddil general badM o.o: B, O.D. •, 8' 24' carefully oOR�aCt•d Compaaed 24• backI� saw batidif r 11/2 O.D. O.D. o arq aka» appregat• corlorat• CONCRETE ARCH CONCRETE FNc'ASEIMFPtT repave to 1-112 limas law cut to be made at °"ar'at urd neaa lone of nplaoamsnt. g• 8' O.D. , N •nike trench to Abe oortp-pW 21 -A L_ e- v n n T PAVEMENT REPLACEMENT TRENCH & BEDDING Flptua 1 SERVICE METER PIPING METER SIZE YOKE# BOX °1 METER BOX COVER DIA. DIA. FORD NON -TRAFFIC FORD C32 3/4' S/8' x3/4' (20 GPM) Y502 18 In. TRAFFIC FORD C32H 1' S/e' x3/4' (20 GPM) FORD 24 in. FORD NO. 30 MONITOR 2 Y504 COVER W/ RML-12 TOP LID 1' 3/4' (30 GPM) FORD 24 In. FORD NO. 30 MONITOR 2 Y504 COVER W/ RML.12 TOP LID 1' 1- (50 GPM) FORD 24 In. FORD NO. 30 MONITOR . 2 Y504 COVER W/ RML-12 TOP LID •1 IN NON -TRAFFIC AREAS - 12' THICK POLYETHELENE PLASTIC treated 2'x 4' wllh IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3' THICK WALLS top 6' painted blue '2 IN TRAFFIC AREAS - 3/4' x 30' x 30- STEEL PLATE WITH 2T DIA. CENTERED meter rover OPENING AND TAR COATED BOTH SIDES IS TO BE set 2" above PLACED BETWEEN LID a REINFORCED CONCRETE BOX tin. grade prior 18' Aries as required to sodding caporetbn glop 18'- 21' :r meter by F.C.S.A. meter box 3' stone bedding surrounding box PP ' I 1 30' deep :�-_ _ II 38' min. ± - angle check valve Y whh dreI iIn valve 45. 8" min. angle yoke ball valve r'�•r' ��;}.tie,. ,.tie r. :� Coro S.r.r i water main•i..^rt••:'�i--i--i-�i--i-�i-�i�itii�i.r.r. .r. 8. stone bedding 2 R. type K copper tubing continuous without pints from main to meter NOTE: Exact location of meter box assembly to be approved prior to Installation. METER 8ETTINO PARTS aarateon b 3' - E YOKE ANGLE CHECK ExPANSION VALVE VALVE WHEEL Mt. Mpwp �:' LINE SIZE METER SIZE YOKE ANOL BALL 1• 3.4• Y504 BA i' I• Y504 BA thrust concrete pad V-6" s% x 6" screw type adjustable valve box r peg r n,•wk+oa Pea..-.a,.a. ''•"'�� • • 2P 4.60 L N 1.10 0.10 a!! • 27 Lao Leo o.To ' a14 u4 30 200 I M 0.so 0.20 0.14 a 31, 130 0.70 0.40 C 1S 11107 417 1.:8 too 0,30 all as • a • • • • t • . • a • a _ • • 4 2li in LM 1,10 a10 &D IS LM 1.14 0.20 62 all a 317 3A I'm L30 am am • iS lid 4.70 tee (Lts an w 1.10 ova . aao uI an / a 4 a • 4• e.•. s e 4• SDR 35 spigot SDR 35 spigot by by gaskated SDR 21 gaskelW 1 be0 45' bend loaf adapter locator MI r r. PI rl: • '.I. III i . I Y II`' y I ;� ' � I,Ii �, , IIu I Ire Ilil' ill .I 3 mk,hrx,m IdII I I N- - l SCH 40 III I ' ww4 cap I; SDR 35 Irx 4' SDR 21 gasketed I it gasketed bell wye PtP- and flttir)gs )i�lil pay IIIte' „r II . I I i II tnL. prrl { ;'Ill I� I n i!II 4' pipe a1 2.00% minimum grade GRAVITY SEWER SERVICE LATERAL Flpllre 15 36" min. Ivalve rnegalug to main megolut '• �11�G C C t S 8"x 8"x 16' solid block (for valves 12" and larger) 8' min. cover treated 2'x 4' wkh toptr palmed groan thntet block atoll Handicap Space 8' sanitary _ sewer min 5' or 8' 8' TYPICAL HANDICAP SPACE AND RAMP DETAIL R cast iron deanwut cap with brass plug having a countersunk square head Panne Model PA4SV-CSK (4 ) Panes& Model PA8SV-CSK (81 )d Cade square concrete skid pad 20-x 20'x 12- deep I r, I aggregate base I( depth 3') dearlout pipe SDR 21 Wye 45'bnd e N- , r atone bedding NOTE: Where length of service lateral to exceeds 75 a dearwut assembly shall be lumished at the property line. SEWER CLEANOUT Figure /7 O 6' dia. schedule 40 3' steel pipe tilled with concrete and painted TTj yellow 18' dia. OI 1' 8' O erwaaemsnt II•-3 BOLLARD_ET/yIL direction of selling to be approved prior to installation 1 ss requred __ r- ooncrete psd 1'4r sq. x 8' deep GATE VALVE FIRE HYDRANT ASSEMBLY Figure 8 Figure • screw type adjustable valve box boom peg mechanical )oklt swivel tee with 6' branch 4" CONCRETE 3000 psi W/ FIBER 4" 21-13 BASE STONE SIDEWALK SECTION 2" SM-2A 6" 21—B BASE STONE PARKING SPACE PAVEMENT SECTION (BASED ON CBR-6) 2" SM-2A 'i 6" CONCRETE 3000 psi WITH MESH 6" 21—B BASE STONE PARKING SPACE PAVEMENT SECTION (BASED ON CBR-6) _ - - , e rlarfi0l£ R2N G AM G01Vt 1 1 I I 1 r _ 1 I t , t i PLAN z4'• Hurt N R-187- rAv1!Y1!NT MON FORM MCA ST AS h%f v f DU TY rent eariorcze TOP Gott AND FRAM eR C1C LII - FrVIVAME I'= Poll hl 1`_T 1i 4• . ` VATER ��, • �� LENtL 4' �' 24" 12 NC Tif SECTION t GREASE TRAP DETAiL SCALE, NONE. 755 75C 745 740 755 750 745 740 735 8" CONCRETE W 3000 psi Ll.l WITH MESH Z ' 4" 21—B BASE STONE z DUMPSTER PAD SECTION W N to ` O pp T CO CV N I 00 Q) 0N 1.5" SM-2A J �, Ln I 0 �N WUj�+ 8" 21—B BASE N _0 -� N I c O -C Ln STONECL °' " ENTRANCE AND TRAVEL AISLE PAVEMENT SECTION (BASED ON CBR-6) Q) .� c a� A ar U Install 12" of 2%-5% Cade) (Match g 21-B behind curb CG-6 See Entrance 12' Existing - Pavement Section Taper Lane C Above Ix o In VDOT Field Inspector + � O ^-. will approve CG-11 entrance before construction Half Typical Section of Entrance Not to Scale Ex Grade Remove Ex 15" CMP aid - replace with Prop 15" RCP CLIII -� 62- ® 1 78% cri W "o 1 cu v, o o kn w o to a Q O II C,rD II o o 0 50 1 +00 1 +50 Proposed Culvert Replacement Horiz 1 "=50' Vert 1 "=5' Grade — — 3' Clear min mum Prop 6" PVC SDI-21 W/L p lo b D•, x O ... Il W O U a) p R3 . 9 tD rn ~ ° y 0 G 11' 0 1`-44" O a a. a a o d' O m O co "t' CD + DC + + + O W O O ., 730 0 50 1 +00 1 +50 Proposed Waterline Horiz 1"=50' Vert 1 "=5' C � w cn O w Q) 0 U Z _0 W O !~ U td d F' O 44 Q IL. () a F. Q) a W cc 0) Go M Q CIDCO r") ` ,1 00 N o `J. Ell - I: El � z O Q O nn i�4 w C w w w DATE: 6/1 /98 SCALE: n/a DESIGNED BY: GRO JOB NO. 2170 SHEET 3 OF 4 OT 3 H LLI J Li- 3 V Ln CD CD I 0 f� ]C CD 3 v U cn U Erosion and Sediment Control Standards 1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not portion be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas �� ,` that are to be left dormant for more than one year. 2.During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping \\.� ' w measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles , ,� \ , w on site as well as borrow areas and soil intentionally transported from the project site. Permanent Z 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. ` t, vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to inhibit `�». survive and will erosion. 4.Sediment basins and traps, dikes, sediment barriers and other measures intended to trap sediment shall be ' f i l C`^ perimeter constructed as a first step in any land -disturbing activity and shall be made functional before upstream land �, I ° / o disturbance takes `I� J place. 5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the �` f - f ' '�, r, \ W trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap \ r/� ` ` -' `' � 00 N shall only control drainage areas less than three acres. J .� �' V A'\ N N 00 b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be�``` 1 C '� LN the / ^� 'Q, rn 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain structural Y 24-hour duration. Runoff coefficients used in j' o ;; I I integrity of the basin during a twenty-five year storm of o ` 8 °e = > O N runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while basin { t ! - N I.N the sediment is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding ( € LU -p excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until 8 ® the problem is corrected. 8.Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent ®' "'� \ ` ® O 754 _ O N X c channel, flume or slope drain structure. 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10.AI1 storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot 1� enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before conveyance channels or are made operations., adequate outlet protection and newly constructed stormwater pipes .,, ` i a ' ' ' any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving �I �, €1 , � �� , �. _ .. €n to channel 12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment 4{ 4S transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall�\ be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored ! �, " \,, l 1 ` ^" ."-~""�� °° ` o i I C � by nonerodible cover materials. o W (n 13.When alive watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary of nonerodible material shall be provided. A �,r-''' ` �` ti <41 52 _- o°°o°000 vehicular stream crossing constructed local to working in or crossing live watercourses shall be met. `•, ' 14.AI1 applicable federal, state and regulations pertaining banks be immediately after work in the watercourse is completed. _ - �> , \ \ �� \ - °o°0000 -�° y'` o°o°0000 15.The bed and of a water course shall stabilized \ d--� \ \ 1 _ _...�- - 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:--= \-� - \ _ �. �\ '- \� -- /N� L 9Q000000 ` k ° 0000°o°oo a.No more than 500 linear feet of trench may be opened at one time. b.Excovated material shall be placed on the uphill side of trenches. Y _ \-- �,, _ \, ti -" ; ` -. _ `�f ,1- t oo 'o°000 `k' �� o0 00 0 0 C C c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or , C both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote ij ' ` ` ° _ 0,00 , 0000000 d - -. -fi tr + \ "r- \ ` stabilization. e.Restabilization shall be accomplished in accordance with these regulations. - °. \ ', \ - - - \ % \ a . - °o°-0060 -' o°o° -ovo o° \ 0 v f.Applicable safety regulations shall be complied with. \ \ _....rl°' " \ ` �%� i r> °oo o°oo "'„ 17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public ; _.. it,: ` 4; \', \ \ _ _�� i a _•. "'` 1 - o°000-°o - Q ° ° CE�e',4'. - L L road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from _ - -- Y,,/�,/ /I .. r \ �.. 000 30 W 3 3 the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be is in this manner. This shall apply to individual development lots as ll SF -._ - i�''� �- �cv "' -� ��,'�!%� �i' �� °o 00 >, >, allowed only after sediment removed provision well as to larger land -disturbing activities. 18.AI1 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the ,-- 1 ;,u,", _gyp• • ,�.', `\ '.� .�-� s__ :- I/c_, I� , �. 'yol\ \ �,• = "" ®®� ® v> v> temporary measures are no longer needed, unless otherwise authorized b the local program authority. Trapped P Y 9 Y P 9 Y PP sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently f g 2- _ �` ti, \ �` • _ _ ,. i ,.- Il'�/ / \ J -44 _. K .b°oopa°o., C c O - c O - stabilized to prevent further erosion and sedimentation.ZY 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and flow for the frequency Z Dyed . -°�- -' -- � ♦ \ i � --.� • � . , � \\ \, /, ,�•':. � � � ,� , ,, � ` i , ;, `�` � 8 1,, 1 � � damage due to increases in volume, velocity and peak rate of stormwater runoff stated storm of 24-hour duration in accordance with the following standards and criteria: _ �_ --- -- -. a- 1 •, / •/ t i �•� ; a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, or storm sewer system. For those sites where runoff is discharged r - ' 1 +►� '` ;/i `; / , 1 /� / �r ,/. _ `_ `,. ^ ° , ^ ���� W 00 DO rn pipe into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be ,- / �, j y. �.� /./ �' -F - Q r- 0 „. , \\-��, performed.-71 b.Adequacy of all channels and pipes shall be verified in the following manner: OThe applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the protect in question: or '" \ `ill ` \\✓ ', ,j o o \. .►� .+ /�'�./ 0 P,,co 00 2) a) Natural channels shall be analyzed by the use of a two storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; -� Limit o f I e a r i n a t y , \ P , ,.� �.,.. 1 and Allpreviouslyonstructed man-made channels shall be analyzed b the use of a ten-year b) c Y Y Y the ,C g �-J d-r r,d�,., / �\ '� \ ~ �_j� t\ �3 storm to verify that stormwater will not overtop its banks and by use of a two-year storm to demonstrate that stormwater will not cause erosion of channel a a l l n(�+� J, ♦I!� .- \ - `\ \ _ -- ...... / w bed or banks; and ,,� 1 p N Q c)Pipes and storm sewer systems shall be analyzed by the use of a ten year storm to verify the - _.♦-"'-.. �, .--' /° : 4 \! ` ti\ ", �` \ E"' 0 Z that stormwater will be contained within pipe or system. c.lf existing natural receiving channels or constructed man-made channels or pipes are not adequate, the a �j~O previously applicant shall: 1)Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year , M "Y \ \" ✓ _ . ' / ;%.• �j PRO storm will not cause erosion to the channel bed or banks; or 2)Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; or 3)Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm \ °'^`, �" , to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfolls into a man-made channel; or G\ !., o 4)Provide a combination of channel improvement, stormwater detention or other measures which is �/ \* �\ I 1 /' �j !�, satisfactory to the plan -approving authority to prevent downstream erosion.r d.The applicant shall provide evidence of permission to make the improvements. e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the • l subject project. f.lf the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a I \ \ \ i plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of - / 1 �.. \ j '.\ / 1......x / ) the facility and the person responsible for performing the maintenance. / �;� ^v'i g.Outfa1l from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at -� f` j l 1\ 0 the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the �-�/ -- i, c­i receiving channel.` /f , / / 1 h.All on -site channels must be verified to be adequate. \ i.lncreased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. individual lots in industrial j.ln applying these stormwater runoff criteria, or parcels a residential, commercial or �\ development shall not be considered to be separate development projects. Instead, the development, �7/ \ i "� ` �' W as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect V \, F-I (� v ) N the ultimate development condition shall be used in all engineering calculations. ` \! O k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on """' a the physical, chemical and biological integrity of rivers, streams and other waters of the state. /� A Land Disturbance P e r mi t Lend U (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) be from the =" Proposed Crepe Myrtles (14 2.5" Caliper)) i-' ct U O �--' will required � Frederick County Department Proposed Aristocrat Pear (8 2.5" Caliper) Q O U of Public Works prior to any G Proposed Broad Leaf Boxwood (80 @ 36" tall) � O _.__._-_-._______._____ _._.._ (1771H U TtI1�E S 7-°T-'0rJ 'T) 'i�TO ATE CONSTRUCTION Is'r'�'TT,ANC"' SILT FENCE CULVERT INLET PIPE OUTLET CONDITIONS A A construction activity. CE Construction Entrance ✓ SF Silt Fence a� 1� a� d i ET TI{E Ai E .. EXCAVATE A 4 ( 4' TRPNCkI vP�L,GPV ALONC THE UZNN€�; OF ! i EC PROTECTION TION � N ! ! s'€LrY'PELOTH- q°vm.l A: '';'' i --^---------- -__ ---- --------- ---- ---- ____ ado ------- PIPE OUTLET TO FIAT AREA WITH NO IP Inlet Protection aP O Outlet Protection p rr-- NI W Jill IDE`Ei E�'ATIQN .. - roe or nu `I y� CULVERT DEFINED PLAN VIEW CHANNEL O PLOP Uis. II IQ � 1 � g _. YAiNFACk iV• Mlt.i. � I t I I �,-I1 w FIQ'd'G€ NtTYPJAS. 4. b4IC:}F'OI,, AND COMPACT TO ST AIKU,, AND I°�TEN:: 'PLI'. F.- ,'AVATFII Sorb IT U4TO TFIr THENC}�. ------------- -- ---- -- -- ------ ---- d fI' i ( I TOE of eu SECTION A -A FILTER CLO" KEY IN R'-B'; RECOMMENDED FOR ENTIRE PERIMETER Z-• 'Jtfi? kt i I "� PLlS!TI+/[ DNADm ST i A / t:DUR:;I aC;i4-'.':»M1TE P ! TO °.L:PDN:'.r1T i I ' .Pii`P lXi ,V.,_ �. - - MI),I [X7FN0 FILL Wor+ I ..a• SILT FENCE ISSTANIS �ISELw -mum BMKUOIT rt FIRM L ...- A �d0 (MIN.) �� '' IIII JF BKF£':S AND £ryi£._a I PLAN VIEW flAM ------ . SeedingSchedule I IF j * * d�I (per section 3.32) OPTIONAL STONE COMBINATION -----------'' _ z Mn. PIPE OUTLET TO WELL DEFINED CHANNEL 1 Topsoil will be spread at a minimum depth of 4". dil:f;1' FLOW INSTAI.I•AT10? mot` T,__}_` ) (PE•iSPEI:11VE VIEW) I I FIL 7rP C�PN -' SECTION A• A .' _u F ___... I T.o• �• --j PLAN VIEW. - 1 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 sf (2 tons per acre). DATE 5/18/98 `` ' FLOW`i Z°• Dx� Fertil• ze with 10 10 10 at a rate o of 23 lbs 3 i - - f 1000 sf (000 lbs 1 ( 7 - SECTION A -A FILTER CUYM KEY IN E--Br; per per acre). SCALE: 1 " = 20' _ _ -ypOT p, „ST OR/S COARSE AGGREGATE '"p"A' RECOMMENDED MR ENTIRE PERIMETER NOTES 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP• CARTON BASKET, OR CONCRETE. 4. Seed mix consist of 6 r� Kentucky 31 Tall Fescue and 33� Red Clover. DESIGNED BY: G R O T n c-I^ E NIGh VELOCITY OF FLOW IS EXPECTED i0 REF -LACE SILT FENCE IN NORSES110E MIEN 2. u IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 5. Straw mulch will be applied to all seeded areas at the rate of 3500 POIs^iPS b i' i. JC FIU�FIEi. iti i JLiT H. Y!NfOcCFL C"KRETr SECTION i�I'.A1,NAC+.,F�WAY 1�'I��,ALLA,I,TO�� I JEi.�11VN B" USING PLATES AND 3. - 1 5 TIMES _� _� (PPONT ELEVATION} i '_ THE M 57ON, THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN B INCHES. JOB N 0. 2170 . `----^� � � `� v . F f tDL ,��1A=- g,, _, ��r t,-0 • I TRT ,-,F. ► ,� I,sR, �e >,4=-, -, __• �r M- : - Ste: ^�aPt�d from vDOT St�t,d�rd 1 b s per acre and anchored with cutback, o r emulsified asphalt �� - - Sheets Va. 34!rsmx.3 u,I w,�= and DSWC Plate 3.08-1 Source: Va.DSWC Plate3.18-1 applied at a rate of 200 gallons per acre. SHEET 4 OF 4 JN1 C` 0 t� l C �'�;I f �;� D f,_� T c'- F N i ' 1 ! ?�� 1 E J JiM ? END A ;�l F� f . SCALE 1 = 2000 z 1. Methods and materials used in the construction of the improvements herein shall conform to the current Count construction standards and specifications and/or current VDOT standards and specifications. y P / p V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation VDOT Road and Bridge Specifications, and Standards, p (VDOT) g p The Virginia Erosion and Sediment Control Re ulations and an other state, federal, or local re regulations g Y g EXISTING INTERMEDIATE CONTOUR - .... - - EXISTING INDEX CONTOUR PROPOSED CONTOUR __ . _._._ _�� �--�---~�-330 40 W z N c� v '- Ln 00 � N 00 N Er' \, �i�j � �� �� T�/ 1 i +q �' ,;�� u � q���'O , �� f ' - �,/ %o q �. °*�' �4�� �� '� �t < -- - "�y�' ceps serf QT c aL31N eau-NooY•► -� ,���� q -' s VILLAGE - `?, I M °� Cr ^',;, ` -`=- �� 2. Measures to control erosion and siltation including detention ponds serving as silt basins during construction, ea 9 P 9 a licoble. In the event of conflict between an of these standards, s ecifications or PP Y P EXISTING EDGE OF PAVEMENT ___.._ _.__ EX E/P _._ __ .._ __.,. ___... _.__..___ ._.____� I ' �� `� F `'' °9 ,���y / �"' �� I �pt�` `°� F To'rr��F Q O ,(dc o N must be provided prior to issuance of the site development permit. The approval of these Ions In no way p p P P PP P Y plans, the most stringent shall govern. PROP E/P R I qF e oF�` of _� "`o Al,B �Q�r / �KtOWNE Qua ' 9 °? `,� o e S ��� �° = 0 = En r relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT s, , 1 �, su„ .9 ��' ; °� :W, °,�//°��c ° .� 3. Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. Y 9 EXISTING CURB AND GUTTER EX C&G - PROP C&G�<,� F - `��� �, �� 631�"°�4 �� "� ° � �' f%� '?;� it ie N� � �- ,fiob' �v� / j apt R' �"�� �. H4 ��t� 9�giEi W °s3 � � � � � � REDE T �� '� 3 � ! p\ EpEp1 q °, `O� ���sTs <<. wF ° �ME � - � � � z W W� -� -� C o c o t � Ln (VDOT) Frederick County prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER CG-6 CG-6R - ., �? t* �E �, ��,° ��, -+r. ��, Ic�114 E ^�l> t �� �('� EFFERSu� o �,�. _�� a, I 9 +�` � Ballfieids � .- r 's � x �, Q ►-- � 4. Approval of this Ian does not guarantee Issuance of an entrance permit b VDOT when such permit is PP P 9 P Y P shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R _. _... __._. ._.___ _ _. _ ._ - � I %� l A °� n �sx y � _���F Il EN\ Ee oe o0E : BoatRentalsuI: required under State law. q Furthermore, all traffic control flaggers must be certified in accordance with VDOT s ST , r %�E � a 1 0 E !�h1e4 En to s° "� ���r %''y° 1i$ vDOT c a • �IOTTc;r,>v LO SHERANDO frisbee Goff Picngrounds 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. T.. EXISTING TELEPHONE LINE with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation Design features to to PROPOSED TELEPHONE LINE T T �, . Choi fe Area Hd c oP \; : `� � Shelters �j $ C C j v °Q..1�1"wp00 4 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be » V4. relating construction or regulation, control and safety of traffic may 9 9 9 Y Y be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER EX. 15 RCP E s i - - 0 z� WOODSIDE NI Jameswa FqO° OP it 71 ` F^x Swimming V C w V) responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to PROP. 15" RCP ° �� a `� 94 `A 63 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. _ Eevnenscity •t Mennonite °� = a -°°� o� i; V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER -- p piOGEFlEE �� o heraeao 6. An approved set of Ions and all applicable permits must be available at the construction site. Also, a PP P PP P land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER �- 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic-`"---_-- V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER - -- �--- --- - I �_ j1ff ' �' ��`'` o� Q N a �_ Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE -------------- --- -- --- `\HL, - - w > > Q p -- contractor, various County agencies, utility companies and VDOT prior to initiation of work. w o o a_ 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P1 Sheet 1: Cover Sheet ; it ^o''` o_ a embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will require 48 hours notice for any Sheet 2: Site Plan + "n- 0 Q J w 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less P PP P than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. also Inspection. EXISTING GAS LINE PROPOSED GAS LINE Sheet 3: Profiles and Detail`s/l//wG� q//719S Sheet 4: Landsca in and -'� Landscaping � O p w> o w o > w (- V8. The Contractor be for to the from the Erosion & Sediment Control _ g� Q J o w Q Q � I- o 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated will responsible maintaining adequate access project o Q Q > on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE _ > o :2 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained FLOW LINE ---- -- --- -� -- - � �----, -� ,,; )!_. !I ;; i,_ i J z � o �o z � � a' J o Q �'- be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -------__._.___: ._._�_.._.._ _ ,1+1+!+. Q Q w w (n PARCEL IDENTIFICATION NO. 85-A-148D PARKING CALCULATIONS 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE UJ Cn Ui w one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: Fairfax Pike Waffle House 1 space per 100 sf z o 0 Q 0 >_ w from trucks to and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 24,968 sf 1830.8 sf / 100 19 spaces required NJ> LL o 13. The contractor shall provide adequate means of cleaning mud and/or other equipment prior T PROJECT tiREA: same � * � enteringpublic streets, and it is the contractors responsibility to clean streets allay dust, and to take p P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE------ DISTURBED AREA: some 19 required 33 spaces provided whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W w-T�-w CURRENT ZONING: B-2 condition at all times. CURRENT USE: Vacant 2 Van accessible and ADA compliant spaces provided 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. An unusual subsurface conditions encountered during the course of construction shall be y g EXISTING FIRE HYDRANT c 1 PROPOSED ZONING: B-2 1 Loading space provided sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSE+iD USE: Restaurant rn sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -- ------ 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current pp V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER T REQUIRED PROVIDED standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ------___._ ------- ___ ._ ___- BUILDING SETBACKS: FRONT: 50' FRONT: 51.00' Z a SIDE: 0' SIDE: 10.00' 0 -o 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER --------- REAR: 0' REAR: 102.57' - (� a contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed ° be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN % prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP CG-12 ( ) - REQUIRED PROVIDED W c 3 c 3 utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT PARKING SETBACKS: FRONT: 5 FRONT: 6.9 Q 0 0 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND[OR JURISDICTIONAL SIDE: 5 SIDE: 5.5 & 9.5 >, >, result of his construction project within or contiguous to the existing right-of-way. P j 9 9 9 Y• Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to 9 P copy final VDOT STANDARD KAMP CONSTRUCTION PARKING INDICATOR 12 REAR: 5' REAR: 5.32' C C approval. o 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans �� F.A.R. CALCULATIONS REZONING PROFFERS- •> u, 0 development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 1.0 Required for B-2 1. "any development ... will utilize the existing entrance 0'I a✓ W LO °' Co rn 19. The developer will be responsible for the relocation of any utilities which is required as a result of his The relocation should be done prior to construction. project. P V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H/C 1830.8 sf / 24,968 0.07 provided on to Route 277" "The shall meet VDOT minimum design standards and is the developer's responsibility. 2. land will not be used for the following:used car f- Q o 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected sales, car washes, churches, hotel or motel, golf in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT s100,.> course or driving range." engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 3. "The rezoned property shall not be further subdivided." acceptance of work. Unit and total prices may be obscured. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT '�-` 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard mar kings must be installed by the developer or, at VDOT's discretion, by VDOT on an LANDSCAPING CALCULATIONS PARCEL 148 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN �- Interior EXISTING PARKING LOT professional engineer and results submitted to Frederick County prior to pavement construction. If a has ben it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT - -- - Rea+aired 1 tree 10 = 4 trees USE AREA REQUIRED geotechnical report prepared, SANITARY MANHOLE INDENTIFIER 12 per spaces 5% of 13720 sf = 686 sf of landscaping HARDWARE STORE 16875 sf 43 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating Provided T?f I�i p �� -} T (, or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement lines 1,150 sf green area RESTAURANT 2700 sf 27 BANK 1920 sf 8 of excavation or demolition. Names and telephone numbers of the and operators underground utility , , ; ��L i�, , , I �)�, I STORM DRAIN STRUCTURE IDENTIFIER (18 ± 4 Aristocrat Pears in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. TANNING SALON 2000 sf 10 EXISTING ITE (6th Edition ) EASEMENT LINE Exterior Required TOTAL 88 102 Water/Sewer: Frederick County Sanitation Authority 1 tree per 40' of perimeter P.O. Box 1877 CENTERLINE 710'/40'=18 trees required Winchester, VA. 22604 Class 832 ( High Turnover Restaurant ) 130.34 per 1000sf EXISTING SPOT ELEVATION 12.0 146'/3.5'=42 3' shrubs for headlight screening (540) 868-1061 +5 Provided Phone: Bell -Atlantic 1830 sf 1000 sf X 130.34 = 238.5 VPD's / PROPOSED SPOT ELEVATION 12- 4 Aristocrat Pears ENVIRONMENTAL FEATURES PERCENT 4-) > 14 Crepe Myrtles P.O. Box 17398 Baltimore, MD 21297 EXISTING TREE DRIP LINE 80 Broad Leaf Boxwoods FEATURE DISTURBED O • 4 (301) 954-6282 EXISTING TREE " 15 OAK 15 PINE Open Space p FLOODPLAINS 0 LAKES &PONDS 0 Imo, CC�2 15� Required Q O Power: Allegheny Power MISS UTILITY 1-800-257-7777 OAK 24,968 x = 3745 sf WETLANDS >1 AC 0 U1 �.., � +� P.O. Box 14587. Hagerstown, MD 21741 PROPOSED TREE` :; .15 8758 sf provided SINKHOLES 0 0 � 1-800-654-3317 NATURAL S.W. 0 N > 0 O ,� CU Gas: Shenandoah Gas Co. DETENTION AREAS STEEP SLOPES 0 O U Q � O O O P.O. Box 2400 >15% l2� Winchester, VA 22604 * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL WOODLANDS 0 Q) (540) 869-1111 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY IrP,, �,Pf I(_ 1 Ii�i��J i`'�1 } �j� AF �_r �� )� E ! �Jt��E 6L�J� �.� ,���� �.J161' ,� TH f L_ 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. '- U MARK D. SMITH Project Name: Project Number: 2. 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE ,d No.022837 Waff l e House 2170 AUTHORITY'S INSPECTOR. �'1� E��- �s�1 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER `s.10 Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY L ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF SIGNATURE DATE Opequon 06/02/98 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS Owner: THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL &SIGNATURE Address, Including Zip Code &Telephone No. 5605 Belstead Lane DATE: 06/02/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. North Lake Foods Glen Allen, VA 23060 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (804) 360-3195 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES (MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. SCALE: n/a AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY Same 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR PRINT TITLE CONSTRUCTION. DESIGNED BY: Oates Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Wind Hill Lane y JOB N0. 2170 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 03 rn rn r Lr7 cri m m 0 Q QJ 3 of TD w LL L!_ Q / Q a) CIO QJ w 3 O C1J / Y Q O 3 C U En NOTE: 1) Boundary information shown does not constitute or represent a boundary survey by this firm. 2) All ramps shown will be built to VDOT CG-12 standards. 3) Additional ramps may be required at by the VDOT field inspector. 4) Fire Lane markings and signage; all "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall. 5) Any proposed slopes shown at 2:1 must be inspected by a soils engineer for stability. Western Steer 11 I I �.� Ex Fence n 1 Retaining Wall t SCULLY LTD �'�; Du..PeteK \`\ TM #85—A-148 ! Ex cone po nR 57Fi Pr 540 )RANT' - - ry Light P t - Grease Trap'; SSMH 30 TOR,= 748:57' ' Inv in - 739 1\ \ \ Inv ow = 734.8' SSNH #30A ( _ ! TOP=746.00 BLN Inv in 4.3 �10 Inv in `� 733. Inv out= 733.3'( (Raise MH to 75 See Conc Detail Shee I ` Pad w/ 6' Block Fence j Y- 1rj Concrete Flume & Rip -rap apron Existing Gravel Area ' � ,;�� ` to be regraded ,with Existing % Grass Area - Un 1, ground conduit g to be ,r� raded and fdllowfor lights (3/4") 6" of 21—B and have � positive drainage as a result the, -seeding schedurf with _ (Fill in pot holes) positive drainage.,=eis a result 2 400 WATT — LIGHTS ON POLE BURGER BUSTERS III, LC TM #85—A-148A DB 874, PG 276 ZONED : B-1 USE,-: RESTAURANT 'J Bollard o Bollard a Light Pdie Q (Fill in depressionS) — - _.. a a c9os Gas A 4 *Existing Water Meter Note: ' \ �+ ; J / Water Service to be abandoned at corporation ! at main line. Meter Box assembly must be given to the Frederick County Sanitation Authority. 7 •\ r HARDWARE STORE Traffic Light Pole �GN•(S SHOP Guy Bollard ' PPJ60108 O VDOT-Man Bollard a I Sign ` `r �uy \ �j / \ 0s t 0% Pro . 2 X2' Siggn base and 3-400 watt light fixtures ®`,,25 ` J S N TA ��/ 0, 541 �� Prop Ht 4`,ai� 1` Prop Area =ti 150 ,sf �L i \t 5'R � 754 ®� ' o 11 Ex T \r 53 z BV �� O � G Sign to be 10 removed 5,31 9 x 753.44• �tl , 1 �n toJuai , 53APayp one ��$. 7sR \ Traf+d"Li ^ht ~` \, Note: The natural gas routing & connections will be verified by `Shenandoah Gas Company prior to construction Note: The electrical service routing and connections will be verified by �Url "usn w/', Alleghany Power by contractor prior Hot & Cold Water to construction Drain Plumbing to inside of building ! fr 0 Z W LU Z Z LU N O Ln CO N I N 00 Z J CDI N u) w L1J 0 - C I � Ln t1 FRANK & BRENDA WELCH I ! U O X < "BURGER KING" "VETERAN'S TEXACO STATION" TM #85—A-149C DB 804, PG 1805 a ZONED B-1 USE SERVICE STATION AND RESTAURANT �' 11 a� w (n w .�q t �°tiGti� 6A' r i I i ; REPLACE BROKEN CURBING 9P� AS DETERMINED BY F �J VDOT FIELD INSPECTION 00, j '.41l x ^h r 1 InN18.94' Ea' /Vgregg Pcce9s = l'y � r� EXrgttin9 ,--' c( - - - YaaT-Mon c C C O Z 0 C W ° j W 0 0 U) U) C C O O WU) O N � IY w 00 00 Q� O 07 co ZA �� c W 00 V`r N d �, z OIxf Cr_1 (� I rr n') vJ114 a ctj �J �.+ • � � a o o `J n\ 0 O-14 �' Q) O Q) 0 DATE: 06/02/98 SCALE: 1 " = 20' DESIGNED BY: GRO JOB NO. 2170 \ SHEET 2 OF 4 U 00 rn �1 Q Q c D C (n O 3 0 U Y CD 3 i v v cn 14' -J__ Is B . a • • t'-0" I I 6'-6- u Li• I I F- I I I I e - CONC_ PAD L _ J • e 8,- 11V $.. ASPHALT 2'-7" 4'-0" 2'-7" 2'-10- 3'-0 20'-O" g' • I ° 4 ° I COoaCltcn firmm ASH AL T -� 1 L-------------_---- son oraICU.11D.orCONC. 1. JU TM V"SE, !ROWEL 04, ! WSM : =mC %JOCK 10 K ►AKIM TO I.1{1DK SECTION A -A VUL At *0 /[ 0' wA V-S' >rMNffD 11EIlON. 4 C011C ILJr Ib 1E r ADWORCQ+ lrlr N/V W V N 1 ,1K i 12SII\ PAD E 1�1'I UCHT POLE BY UNITED UGHTING STANDARDS, INC CATALOG III RPSO-25-4-11 3/4' DASE PLATE _J_Jex,�. 1 1 /2' NON -SHRINK, 1^ o II II II II 1;, II II II . II/ it II FINISH GRADE I I I I I III ' II O 17-7 6 �.o i• N LAJ o � ooncret O.D. 2'-0' 4-3e4'0 x 2'-2' W/4 HOOKS, ASTM A572, GALVANIZED ON THREADED END, DOUBLE NUT'S FOR ADJUSTING LEYEIINESS. COORDINATE LOCATIONS w/ LIGHT POLL WALE A •i •cxt itm WaRksooar baor/aq boalalq 1'ab1111bf *wows_.UL Waal far wet Nommom 4 -- b4blM••IsrM limb b4taaa "1"~ pwwdw snarl fll mh fer som""IM .leMawal f+ww was s1.Iweafka I.«•. lia t OSWVWW ••ab/ bfs Me► to ke" sea ..Mael.t ..elanwta.aM o1►etw M w•1b1�e111a1sa as•IIWb M aaMff 00441 stwomw Yaw11 dwlpm 1W •NIM•albw IMAM" onepomal bwaw 4lawr'at powwow poomosla/ sal wiskied •a•w.r.thlm so Ones" n"w tleeYal M..� wild MtNIA W6sW II Mallwomd �Maa Iaf1a ttt-%" and saw slearlew sseaewwwM rw.awaa/ as a aawas.w ealiae•sM •well OAalaa of trebly worimma W supoew f w t•It• O,ll, Maisel V101110 d~ Nell rsasasMws w----------e Type -"K"- MMEF• 576-40 10 I , 7o7 a; 1 I' A 6,X8'X1/8' WRE MESH MIRE MESH SECTION A -A PLAN DUMPSTER PAD DETAIL N.T.S. n..d.. tlltaaaras tea•. rt.al►141a•il0aar 1•aM ' ItItA,� ealq MLtattlltalf , aM•rMlll IMIM l�r vu"Iaaaw Olr Nu* 4 6/6 vERTS. - o ILIGH-rl NG f407E : ALL r,1UTP00Ft- L-IGH7ING SHALL Bo E HoP&P To a DEFL_CGT GLAFzE AWAY FP >M ALL A DJo(N ING PF2opEFzTIE5 AND PUBLIC- �i-fFz-EET�i. ROUND COLUMN -' NON - 24'0 CONCRCTE PEDESTAL, 4" i6t. 9TL. -rUZI IGx _ALL GoiCN E IZS AWL? ESE 4HeP WEL ViD WITH rLATE9. a9-HIKV WF-LD rc iHTS 1"KL" ICvUGH 9AWN - GbDAIG PLAN K7 fOL.AT ) I op P 4sT6 6 t. rLaTc'9 �vl0rs41::Pslya I II I I A II•�" x �'o•, GATE rO9T I- MC L•ATGH = 6CAGKGTS C."x G" G6 DAr- r0'riT9 I wiTH SIMr rN C-0 • II vo(-Co rsTL. Gat.uMl•4 I I I I I I I D.1►9E l I I I � I I tLCADE I I L __J - 17u V pd9T E E2 G A -r E D E -f A I LI, (H41T To 9GA LE PETER RON HARDWARE general bacdYl !L general baoMW O.D. O.D. •. 8• •' 24• carefully compacted 24' carefully oompaoNd O. 4pprsprs O 1/2 0.0. alomo aggregate oor>a.ta STANDARD CONCRETE CRADLE GR�DLE general bocldW general Dddia O.D. Ir 0.0 e' 24' carefully, compacted 24' s backtll select backta O., O.D. 1/2O.D. ' Y ag~tstone °OnOf ~• a CONCRETE ARCH CONCRETE lEN _ c FNT repave to 1 •t/2 tvnM saw cut to be made al orvnw th kneaa time of npinornent. B't 8" a• i entire trench to ba wripsofed 1 Y Q n T PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 392 LIGHT BASE DETAIL 2. 3 SCALE: 3/4• V-D' . SERVICE METER PIPING METER SIZE YOKE N BOX '1 METER BOX COVER DIA. DIA. FORD NON -TRAFFIC FORD C32 &4' 5/8• x3/4' (20 GPM) Y50P 18 In. TRAFFIC FORD C32H • FORD FORD NO. 30 MONITOR 2 1 5J8• x3/4• (20 GPM) Y504 24 in. COVER W/RML-12 TOP LID 1' 3/4• GPM) FORD 24 in. FORD NO. 30 MONITOR ♦2 (30 Y504 COVER W/ RML-12 TOP LID 1 1• (50 GPM) FORD 24 In. FORD NO. 30 MONITOR COVER W/ RML-12 TOP LID 2 Y504 '1 IN NON -TRAFFIC AREAS - 1/2' THICK POLYETHELENE PLASTIC treated 2'x 4' with IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3"THICK WALLS top 6' painted blue '2 IN TRAFFIC .AREAS - 3/4' x 30' x 30' STEEL PLATE WITH 22• DIA CENTERED ref cover OPENING AND TAR COATED BOTH SIDES IS TO BE gel 2"above PLACED BETWEEN LID a REINFORCED CONCRETE BOX fin. grade prior 18' cries as required to sodding 18•- 21 % meter by F.C.S.A. 1 meter box corpors<bn stop 3' stone bedding I " ` , surrounding box :1 30' deep �_ 1 II .r LY _ _ angle check valve 38• min. with drain valve 8' min. t , 45' angle Yoke ` U -_t ball valve { J !•J•J•r•}•J•!•} water main •i..'JJ•r.: �iti1i�}y}y}�i�}�}�i. r.J..r. 6• stone bedding 2 ft. type K copper tubing continuous without pints from main to meter NOTE: Exact location of meter box assembly to be approved prior to Installation. METER BETTING PARTS 3 OLE YOKE ANGLE CHECK EXPANSION LL ►en4eon to meter -te„ 0 ' ''•'face VALVE VALVE WHEEL �,equked"ka of drD 94-223W HHCA94.323TD-0 EC-23 94-344W HHCA94.323TD-G EC-23 ..'`1'rype Kooppw 94 4uW HHCA944UTDG EC ''•4 �M 3/4' Wpe K ooppWw la ..'. skpb meM Inxtal4flan .. ,' 1' x 3/4' wye Duel Motor InstaNatlon 5/8", 3/4", & 1" METER INSTALLATION Figure 5 concrete pad l'-6" sq. x 6" strew type - ad)ustable Yet" box Powboaa/Is 1Mb moom t{ A a C o A • 70 &M Ila 1.10 0.10 am 0 2T LID 1.W 0.70 " a70 914 30 LD3 100 010 an a u a 3%, 130 0.70 0.40 QIS a.07 40' f.:• ao 0.30 aft $A a • 1 a 11 • a a a a _ hsMaa/b Tltlt•is - - M ME MMIM0 ADA St'd "Handicap Parking Only" & "Van Accessible Sings 6" Conc Curb Exposed 6 171 '' Concrete ;n Walk 6 CG-6 Curb 2' Window Precast Wheel Block m Z.C. Painted Symbol C� Handicap Space 8' • • Mo11a� ' • 27 AJ4 220 1.10 on an • 2s 2.10 1.40 0.70 &Z a14 sewermain 3V 2.00 lam am am ale 3s 130 &M 0.40 ats a177 a h10 OJO . 070 aii 60 I a . SDR 35 splpot SDR 35 spigot by by gasketed SDR 21 gasketed I bell 45° bend bell 11dep1er bcsioi Deg I 2 '.L1 , - IJ I i I .III Ili ' i k il'I'I' p I II . I Ill III I T minimum �--- 1 SCH 40 SDR 35 e'x 4' SDR 21 go aketed I wskl �P fittings gasketed bell wye piW .� PAY line 18• I 36" min. I cover I u II +l 1 I Jill I °I, Ord I, ;'III I � treated 27k 4' with lop W pairaed groan III illll' ° I•,II 4• pipe at 2.00% minkrum grade GRAVITY SEWER SERVICE LATERAL Fours 16 36' min, �valve megalug to main megowG - 8"x 8"x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 5' or 8' 8 TYPICAL HANDICAP SPACE AND RAMP DETAIL R cast iron cieanout cap with brass plug having a countersunk square head Pansaa Model PA4SV-CSK (4 ) Parte•a Model PASSV-CSK (81 finished rode square concrete skid pad 20'Y 20'x 12' deep / I aggregate base I( depth 3") deanout pipe SDR 21 wye 45•bend r stone bedding NOTE: Where length of service laterat Io exceeds 75' a Geanout assembly shall be kurttWW at the ply Cne. SEWER CLEANOUT Figure 17 I trench width O • •�... as required O 0 = •'' • 6' dia. schedule 40 3' •� t• . I' "I at" pipe filled with • • concrete and painted 7 r : yellow 18 dia. O 1' - e• O •• concrete encaeerrtem concrete threat block ROLLB DLO L RDj DETAIL D�yyL i �. direction of setting tote approved prior to Installation II II 1 I,, I LEE - as required concrete pad V-8• eq. x 8• deep 11� 2' min. - 6' max. I tL II Ili Il j I,j` screw type I add able atoll III IIII stone to be minimum i box [_of 6' above top o1 Daaa I locator � megalugs r f 7 .i r• ,° •�: ,� � .. • ;I III,, I III' Y f . 1 � •'• � f -• � r.r• r.r. r.r.r � � � � i . •f •r• •�} r•}J�?•7.1:r: lyJ r•J•r•J•l•J•r•J{ �i • , :" •' S�`' , {t, mechanical )OWN swivel tee with S .rT{' IV branch FIRE HYDRANT ASSEMBLY Figure 9 . • ' 4" CONCRETE 3000 psi W/ FIBER •' • •+, 4" 21-B BASE STONE SIDEWALK SECTION 2" SM-2A 6" 21-B BASE STONE PARKING SPACE PAVEMENT SECTION (BASED ON CBR-6) 2" SM-2A 6" CONCRETE 3000 psi WITH MESH 6" 21-B BASE STONE PARKING SPACE PAVEMENT SECTION (BASED ON CBR-6) - , e E RAN G APO C VIR i---------__�_--------1 1 1 / 1 1 1 . 1 I 1 1 1 PLAN 24'0 H D4AM r It-187• PA%Orl 1T ftnf,4r VD PRECAST A5 i�AVT CUTY f'Lht C•ONCFIrm TOP C' Z AM FRAM ePoUC II R4TWADI r1.UG I� IM£f i t 4� • ` VA7M 24. " PVC T� 12 SECT ON GREASE TRAP DETAIL SCALE, NONE . 755 750 745 740 755 750 745 740 735 8" CONCRETE 3000 psi WITH MESH 4" 21-B BASE STONE DUMPSTER PAD SECTION 1.5" SM-2A 3" BM-2 8" 21-B BASE STONE ENTRANCE AND TRAVEL AISLE PAVEMENT SECTION (BASED ON CBR-6) O C7 O U Install 12" of 2%-5% rode) (Match g 21-B behind curb CG-6 12' Existing See Entrance Pavement Section Taper Lane ti Above o in VDOT Field Inspector + L� will approve CG-11 entrance before construction Half Typical Section of Entrance Not to Scale \ 1 / ®r-I Ex Grade �F / I Remove Ex 15" CMP a d _ - - replace with Prop 15" RCP CLIII �. 62- ® 1 78% to ,b I mo o Lo w o o a� a� O II L� II O O 730 0 0 50 1 +00 1 +50 Proposed Culvert Replacement Horiz 1 "=50' Vert 1 "=5' Grade - - 3' Clear mi mum Prop 6" PVC SDR-21 W/L q td ti b x 4l m •� U � y T} F /�y�•� W t., J ?I1 a 3 Q a a ti O + d' o m o ' W d co + + + + o w o o - 50 1 +00 1 +50 Proposed Waterline Horiz 1 "=50' Vert 1 "=5' Z W W , Z Z W N O (D tf) Dp N N �t I DO N o N In Z J {0 0) O0 ( V � CN W _` LiJ -0- � C in C O O d O O X � rn rl- 0) O Q) IN: C C: :D C W to a ■[ rn Q) G O U z rCn > Q) a p U cd Cn O �. r~ o Q) Q. a cc CO W �CO 00 1A �at F-- (� P7 V•` 00 N N Y � Q O Z ID w Q w � V 1 Z O aw C ww F,1 a O W ON r�r_ DATE: 6/1 /98 SCALE: n/a DESIGNED BY: GRO JOB NO. 2170 SHEET 3 OF 4 i� 4S LINE SIZE METER SIZE YOKE AN BA 3/4• sm x 3/1' V902 M Y1O4 BA 11 i• VSW RA CID En 0 Ell m 0 CV Ei, 4 CI.) n r�+ LEI J LL. L.L a 3 V nJ O _T_ a) lD 3 I O CU ]C c' 3 i v U En Erosion and Sediment Control Standards 1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2.During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land —disturbing activity and shall be made functional before upstream land disturbance takes place. 5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty—five year storm of 24—hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8.Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10.All storm sewer inlets that are made operable during construction shall be protected so that sediment —laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13.When a live watercourse must be crossed by construction vehicles more than twice in any six—month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14.AII applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15.The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a.No more than 500 linear feet of trench may be opened at one time. b.Excovated material shall be placed on the uphill side of trenches. c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off —site property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilizotion shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land —disturbing activities. 18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24—hour duration in accordance with the following standards and criteria: a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man—made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b.Adequacy of all channels and pipes shall be verified in the following manner: 1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question: or 2) a) Natural channels shall be analyzed by the use of a two—year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; and b)AII previously constructed man—made channels shall be analyzed by the use of a ten—year storm to verify that stormwater will not overtop its banks and by the use of a two—year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and e)Pipes and storm sewer systems shall be analyzed by the use of a ten year storm to verify that stormwater will be contained within the pipe or system. c.lf existing natural receiving channels or previously constructed man—made channels or pipes are not adequate, the applicant shall: 1)Improve the channel to a condition where a ten—year storm will not overtop the banks and a two—year storm will not cause erosion to the channel bed or banks; or 2)Improve the pipe or pipe system to a condition where the ten—year storm is contained within the appurtenances; or 3)Develop a site design that will not cause the pre —development peak runoff rate from a two—year storm to increase when runoff outfalls into a natural channel or will not cause the pre —development peak runoff rate from a ten—year storm to increase when runoff outfalls into a man—made channel; or 4)Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the plan —approving authority to prevent downstream erosion. d.The applicant shall provide evidence of permission to make the improvements. e.Ali hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f.lf the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g.Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h.All on —site channels must be verified to be adequate. i.lncreased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j.ln applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) ( W',17. -10 UT WIRE SUT-ITIOR 1`') GET THE 37A14 ?. FYCAVATV: A 4 n 4" TRENCH UPSLAFF .AI. NCP THE LaNR OF FTAYE;" F`LOrC :3 . TAFI E FP CP MATERIAL TO ZTXKE A1•11) EkTEND IT WIT(I ITIP. TRENCH, J 4' 4 FACKPTIN. AND COMPACT ,570LBy.b..i' CONSTRUCTION ENTRANCE 7? H)N l rIi tE7% Cit7TY ' D` NDt. I A i `N]JHTA6L„ EENH !gfT4t€+41) SIDE ELEVATION T vk;^ "_K 1V' MIN. f I1 �!' l4r kiu. 1;' Nf[yy (I '{ I--..•.•. P/iV[N£N1 TU PLAN VIEW =� IIII''=1FL6ff_ IIII_II SHEET FLOW INSTAIIATION 1 ,t♦��♦7t��?��♦1�1�t�aw • SECTION A --A • • • w a Kok DRAINAGEWAY INSTALLATION SECTION B—P • r. r ZZ redf-,. 8,1 r-� SILT FENCE CULVERT INLET PROTECTION EIIL----------- ,Nx a FILL3 CULVOFF �I I - — 4 1— - i i TOE OF M sax FENCE 'DISTANCE is a• MINIMUM W FLOW IS rOWARO daN•(Yf]NT rLaW OPTIONAL STONE COMBINATION nDw W --�- is " VDOT 13, /757 OR /5 COARSE AOCREWE I RPRAP TO REFACE SILT /EHCE IN • HORSESHOE ' MC4 HIGH VELOCITY OF FLOW IS EXPECTED aalrce: naaPtW trom V1X)7"Standard Sheets and Va. DSWC PIPE OUTLET CONDITIONS ,A A ®daft 0 4��iylPIPE OUTLET TO FIAT PLAN VIEW AREA WITH NO DEFINED Ise-0 CHANNEL -`_ SECTION A -A FILT" CLOTH KEY IN Ir-9r; RECOMMENDED FOR ENTIRE PERTWETF" M. o—ur TO WELL DEFINED CHANNEL SECTION A -A MTER CLOTH KET IN GI RECOMMENDED FOR ENTIRE PMMEnR [BASKET. OR CONCRETE 2. LA IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3,18-3 I� ���� ��i•=j�1��1�� I ►� Nr�1'i1/�1'I�i N 3. d�' . 15 TIMES THE MAXIMUM STONE DIAMETER. 13UT NOT LESS THAN 6 INCHES. Plate 3.08-1 Source: Va. DSWC Plate 3.18-1 0 •;,..ems. �� : ° [ o J� ®®� _ice i 1 I l i i V� 754 ® o 75 1 �� i . 3�t °4 \/­IIt QAP 1 L A Land Disturbance Permit will be required from the Frederick County Department of Public Works prior to any construction activity. V Z_ W W Z V Z W N O 00 - N N �} I N 00 04 ZJ v.� °' _� U)rn O N W -4. W ° - c T C I co o -C Q u� V - 3 o X F- � t\ to V) N Q) c_ C I J U) rn c •E Z a- 0 c In a L a) L Iv c c Legend Proposed Crepe Myrtles (1 4 ® 2.5" Caliper)) Proposed Aristocrat Pear (8 © 2.5" Caliper) © Proposed Broad Leaf Boxwood (80 @ 36" tall) CE Construction Entrance SF Silt Fence IP Inlet Protection OP Outlet Protection Seeding Schedule (per section 3.32) 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 sf (2 tons per acre). 3. Fertilize with 10-10-10 at a rate of of 23 lbs per 1000 sf (1000 lbs per acre). 4. Seed mix consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. W 0 0 1n V) (Z C 0 0 a� Cu W 00 00 Q I- O (0 00 O 4-4 O o o +> CO ox �i N N �..( ^0 O Vl O W DATE: 5/18/98 SCALE: 1 It = 20' DESIGNED BY: GRO JOB NO. 2170 SHEET 4 OF 4 U