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Home My WebLink About046-98 Abundant Life Church - Opequon - Backfile (2)00 0) En _LJD r�i 0 O Z 3 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAPCIL- Z 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 . 3300�� EXISTING INDEX CONTOUR -- 330 ` AI F1 2000'_ 1 �'` c ( / �4t , r 'S� z=%�� xt��. o SAe°a:rMrl►Y(q� J o� U0o Z - N I cV 00 Sediment Control Regulations federal, local PROPOSED CONTOUR 40 vo , ,o �'`;BaKt am '� �/ - i o� �r �.1ANC. \s ' Z N C •- ° N 2. Measures to including detention basins during and and any other state, or regulations 1 I� !�� i a > GREENB l.AR� fro W v .� cC°o control erosion and siltation, ponds serving as silt construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion applicable. In the event of conflict between an of these standards, specifications or Y P lans, the most stringent shall govern. P 9 g EX E/P� EXISTING EDGE OF PAVEMENT __.______.__.__._.__..__ _...._ __..._____ ___ PROP E/P PROPOSED EDGE OF PAVEMENTr Q ,J _ - > = a, I - o CV `� N s q _ o : ILLa� raaxELal+ 1 ; O9 s // _srArr �� ',"vlo �� `� d 3. Control Handbook. A be from the Office the Resident Engineer, Virginia Department 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 _._ _ 6 '�' g 1 " z�Mp 647 '��o `' �" i �� o a7Rlcx ft 4sfoc,�S 1,71" S W o� MACE 4 MAC, a� l v +, c o It W 0 permit must obtained of of PROP C&G �r' 00 F� �5` "'G I � , i to 4. (VDOT) Frederick County prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. 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. PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 TO CG-6R CG-6R S / E P HE C ITV S " � n*_S =f Ban-Hoowr �� °t o d` ALBIN � 5pj0 `" I �� +r� s _--", �" VILLAGE ^ J W c Q) X Wh- c,qL required under State law. - `�� p M , �n Furthermore, all traffic control flaggers must be certified in accordance with VDOT s F �/ �T c� Ee� / r ;n ;n 5. " The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held January, 1 y, 994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T a R��°y h,8�\." " rAu 9 Fs CORME Qi PA F,a4�,,m ° �' n t sF, °* " �r�Q* rci 7 T Rtt`, �sr ^ F TOW, Q C_ Q) with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE \�wtOwnE = 01 0 > (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. 9 P P (VDOT) P V5. be subject to change as deemed necessary by VDOT. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT EXISTING STORM SEWER - PROPOSED STORM SEWER PROP. 15 RCP w N E ' .4 e� F � �a�c� %/ r 9;` tE� i'rI115 - a REDEr KT S ERE°ERW ? (t S / PIP 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a the developer be times. land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER ------ ----- -'- -- --- - - - -- _ - I a R. y,\ ,�� t et �Q'° Icy I rNE �I f �,,, EFFERSt ; o representative of must available at all 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 arranged and held b the engineer and/or developer the the / PROPOSED SANITARY SEWER - 0 W a"o SHEET INDEX Control Devices (MUTCD). g y g P with attendance of r� > contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE P _ -` > Of o ow __ Sheet 1 Cover Sheet 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P --� .,0� Q- a_ a embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Sheet 2 Site Plan - Phase 1 "a- o 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE Sheet 3 Site Plan - Phases 2 & 3 w o < Q o than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE Sheet 4 Details U !- > w o Ll! I- Sheet 5 Seating Layout -Phase 1 Q o w J 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 p Sheet 6 Seating Layout - Phase 2 _J Q > on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE cn o > o :2 PROJECT INFORMATION 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 shall be maintained FLOW LINE __ _ -� __ Q z Q z 12 a- 0 < O Q be minimum 6" diameter and conform to VDOT standard SB-1. project through construction. FENCELINE ----- ----=-`------- - a_ 0 v+ _ PARCEL IDENTIFICATION NO. 75-A-37, 39, 40, & 43 ( Consolidated to 75-A-37) 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE Z cn N Q 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 STREET ADDRESS: 700 AYLOR ROAD 0Y Z o LlJ v> Q 6 >- 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at end of construction. EXISTING TELEPHONE POLE TOTAL AEA: 12.58 ACRES PROJECT AREA: +/- 2 ACRES � � * 3 enteringpublic streets, and it is the contractors responsibility to clean streets, allaydust and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE - Z DISTURBED AREA: +/- 2 ACRES 11 Q 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-1 00 0 condition at all times. V11. f. CURRENT USE: CHURCH\CLASSROOM\DAY CARE z/y� 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary lines. Information be from the An unusual subsurface conditions encountered Burin Y g the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that EXISTING FIRE HYDRANT e.Ji ZONING: B-1'd` PROPOSED - •-._ PROPOSED USE: CHURCH\CLASSROOM\DAY CARE , E � sewer should also obtained appropriate authority concerning permits, cut O �6 Q� \ sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE --� -� ------ - EXISTING HEIGfiT: 14 w E 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 % PROPOSED HEIGHT: 35' REQUIRED PROVIDED °' 3 C - U standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. P P ___.__._ EXISTING REDUCER ________.�_- ___. ___ BUILDING SETBACKS: FRONT: 50 I-81 FRONT: 162.4 I-81 ' ( ) ( ) Z Un °' N 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER - ------ f? w SIDE: 0 SIDE: 325.8 FRONT: 35 Rte 647 FRONT: 216.8 Rte 647 ( ) ( 0 - C ° E rn C - c v +' c v contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm Y y/storm sewer trenches shall (n cn c E rior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P 9 Y 9 9 be compacted in 6 lifts to 95%' of theoretical maximum density as determined by STOP SIGN REQUIRED PROVIDED j v C � � I L E utilityverification and the proposed construction. P P AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP CG-12 ( ) `�.� :% ' ,�-'_.-- ' ' PARKING SETBACKS: FRONT: 5 FRONT: 70.5 (Rte 647) W v L W n. v of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT -~ SIDE: 5 SIDE: 309.6' L d Q -0 0) 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a p p y g g performed b a qualified independent a enc shall be conducted as required in the VDOT p y q p agency q CG-12 AND/OR JURISDICTIONAL / RAMP 5' FRONT: 64.5' (1-81) > (n cn �, a) 0 .0 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 STANDARD CONSTRUCTION FRONT: v _r v 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PP PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES ;>'`, - - E a E v 0 must be provided to Frederick Couinty Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard C D and UD underdrains shall be installed where indicated on these plans F.A.R. CALCULATIONS PARKING CALCULATIONS 00 - E o -8 W Q) development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION '- %� _. = 0.032 Phase 1 17280 sf / 12.58 acres U U Q m a_ 00 00 � 00 00 19. The developer will be responsible for the relocation of any utilities which is required as a result of his 0.3 Maxim-im Required project. The relocation should be done prior to construction. V15. 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 HANDICAP PARKING H/C 1 space per 3 seats W 1- 00 rn 0) ' 0) N r- responsibility. 225 seats requires 75 spaces Q o o � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will he protected < � o o ir, accordance with state law. In the event gravesites are discovered during construction, t�, -: owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 LANDSCAPING CA�,!'ULATIONS Existing Spaces = 75 r- r-- 00 - - engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE Phase 6 are ADA compliant Landscaping not requi� ew for the existing 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. parking lot; however, the 8 proposed trees No additional parking 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 ;�. - required for this phase shown on sheet 3 in this area should 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed b the developer or, at VDOT's discretion, b VDOT on an g Y P Y EXISTING STREET LIGHT be planted with phase 1. P P proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered p PP Y Y 9 account receivable basis. PROPOSED STREET NAME SIGN + Phase professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT t - - - - Required Phase 2 & 3 geotechnical report has ben prepared, it should supersede the requirements in this note. 1 space per 3 seats 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 638' / 40' = 16 trees required 408 seats requires 136 spaces or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 79 spaces / 10 = 8 trees required 75 existing of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 Green Area 61 proposed in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 28,620 sf X 5% = 1431 sf required 136 total 24 Shade trees propsed (3.5" Caliper) Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 EASEMENT LINE 2990 sf green area proposed Phase CENTERLINE 21 shrubs provided for f eadlight screening Winchester, VA. 22604 12.0 *i- shrubs are to be 3' tall and 4' on center 136 spaces still required (540) 868-1061 EXISTING SPOT ELEVATION 18 additional proposed if needed 200 of 3 berm is to be cor,t d along Aylor Road ''iJ Phone: Bell -Atlantic PROPOSED SPOT ELEVATION + 12 s ENVIRONMENTAL FEATURES (� � 4 , P.O. Box 17398 EXISTING TREE DRIP LINE _,,.._ ,,.._•., _-__ _, .,._.; PERCENT U O Baltimore, MD 21297c +> C_� . (301) 954-6282 FEATURE DISTURBED FIRE MARSHALL'S NOTE EXISTING TREE 15" OAK �`= 15" PINE FLOODPLAINS 0 4-4 O "-' Power: Allegheny Power MISS UTILITY 1-800-257-7777 OAK LAKES &PONDS 0 ,� Q 0 P.O. Box 1458 Hagerstown, MD 21741 PROPOSED TREE � WETLANDS >1 AC 0 0 O O 1-800-654-3317 Fire lane markings and signag_e: "No SINKHOLES y 0 U All Parking" signs and yellow pointed curb locations will be installed g g y p NATURAL S.W. 0 O Q r-+ Gas: Shenandoah Gas Co. P.O. Box 2400 by field inspection at the direction of the Fire Marshall's Office. DETENTION AREAS 0 ' � "o STEEP SLOPES e Winchester, VA 22604 (540) 869-1111 >15% * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL 0 WOODLANDS MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET 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. THE COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. U MARK D. SMITH 9 Project Name: Project Number: 2. 3. CONTRACTOR SHALL EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE WEEKDAY /� bundant L 1-1 if Ch�u�ch2013 AUTHORITY'S INSPECTOR. 560 CHURCH 9.11 PER 1000sf 16320/1000x9.11 = 148.7 VPD oNo.022837 14 < <(� � 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER S10 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 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Opequon District 6/22/98 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 SUNDAY Owner: Address, Including Zip Code & Telephone No. 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. 560 CHURCH 36.63 PER 1000sf 16320/1000x36.63 = 597.8 VPD PROFESSIONAL SEAL & SIGNATURE PO Box 838 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Trustees of Abundant Life Chur& Stephens City, VA 22655 DATE: 6/24/98 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540) 869-7442 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, `ncluding 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 some 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO DESIGNED BY: OATES 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. Engineer Certifying Plan: Address, ncluding Zip Code & Telephone No. JOB NO. 2013 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD N1015 OR 1013. - IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane Win Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 6 a, rn C'U Lr) r� Ln &i 0 0 z 3 X x a� a U L Z) L Lj J C M ID C D D Q , m 0 ry i Y CC En Erosion and Sediment Control Legend CD Check Dams IP Inlet Protection 0� Outlet Protection CE Construction Entrance Engineer's Note: 1. The boundary information and the existing stormwater management pond shown are from the previously approved site plan by Carrington Cobb, LS, and Fred T. Wilburn, LS, dated April 11, 1990. 2. Any boundary information shown does not represent a boundary survey by Greenway Engineering. 3. The concrete stoops proposed are to have a 1:12 pitch away from the entrances. g [40" 3r" OV�� M�� u � nor Mw Lr t �}'iT `Mx Redirect itch I i o '11�r ,��r1. / - Ffjl�{'22�i pumpster ppod with a 6 foot fen •i l,il rtii� i�;..rt t >, i ' J . I i{•1 fir k r M1 10 + / ( `t I I V EX vaffysAtl COURT 1 ! 3 Uf^t POIo O I ". 10" OR _. I - - - ME)- �'""" -.. • , � • • 'i. I ii/ _:� Rwrw srw oR I r. t arb Ex SSMH Top=767.37' Inv�758 92' 50' Active Buffer Line u - 10r MAPLE - II y� TM 75-A-44 ' Arley and Bessie Combs DB 310, PG 599 Zoned : RP Use Residential 150' Inactive Buffer Line ` , ►�► q � I U Pw fJ w�-rsr.r ,1 \1 ~I � 9J' • 0.21E 1„r•7es.T QO 1 I �� .__et .I/ . V, 0000 4000 00 i/,0"0/ I� / Isle 1. The future widening of Interstate Route 81 may affect this lot and the location of drain- age easements. 2. Any future deveiopr�"t of this site can not t cause any water to back up Into the Interstate Right of Way. 1 ' Note This site is required to have a 1 / category 'B' buffer against the residential • \ \ parcels. The buffer shown is a "No Screen t buffer and may reduced from 200' to 100' with o landscape screen or to 50' with a \t 1 � � full screen. \ ,y 1 —Prop 20'X150' Drainage Easement to replace 1 existing VDOT DroinQge Easement for this property in Deed Bodk 280, Page 684. r , , s6 `\ S 1. Contract(*. is to insure that a minimumOD of three feet of cover stays over the I V: existing wotedirtes. \ r. 2. Prior to construction the contractor 1 will contact the FQSA to dig test pits u� 2 1 to verify the location and depth of the existing watermaM. i (Points A,B,C). A Ic — _ \ • minimum of 5 feet)horizontal separation „ (edge to edge) is, required between the water,, ain and the storm sewer line. 3. FCSA will P6locate the water meter box assembly to the grass area and bill 7 61 :ict s � the controEtor for this work. f �. o7aa as -c1� xis uWA Pole ___LIMiTS OF CLEARING AND GRADING PROP 8UMV G 4 \ \ tt tr 9670 sf 1t r- FF a 768.25';i� Koi �E P ..7 LOADSCAft AMA , 35' B.R.L.t f � Pea J `Wnt Poo i i [X. Nv. N - Teo.>•s pia Mw pwnwt Any on s1N P1ww 'o' s '41'51" - 2.58' 10' { 30 AYLOR ROAD STATE ROUTE 647 (VARIABLE R�W) Sight' ht Distance +500Sight Distance +500' - -` - _ - ` _ - ` ' `- 0.9 miles to VA Rte 277 1.3 miss to VA Rte 642 1 50' Active Buffer Line 150' inactive Buffer Line ' EX 20' MNRRUW CWT. i h� 4 J\ ` ' I Existing CC-11 Entrance will be required to have ) y CG-12 ramps installed per VDOT inspector I •` I Ex. . OUT 7e0.21 11 i i tjl I EX. W. N - ?M02 1l ' rop 20'X20" Drainage Easement to VDOT f My [5,898 VPD (HTRIS VDOT) 1995) — — I EX. 8` SAN. SEINER — TM 75-A-41 I TM 75-A-42A Ronald and Robin Strousnider TM 748-3-1-5 j TM 746-3-1-1 TM 7e Welch TM 75-A-42C TM 75-A-426 DB 811, PG 814 ( 1 Bruce Welch Lewis A. Boyer Chester Simmons Chester Simmons Zoned RP Glenn and Iona Combs 1 �1 Louis and Nina Hoover p6 820, PG 14 DB 892, PG 1687 DS 745, PG 511 \ DS 602, PG 663 I Zoned : RP DB 680, PG 147 DS Z892, oned PG RP 87 Zoned RP I Use Residential Zoned : RP Zoned: RP Zoned : RP I Use Residential Use Residential Use Residential Use Residential Use Residential IUse Residential I I Frederick Road Rte 1041 I I r TM 75E-1-3-1 Shelia and David Jennelle DB 832, PG 1452 Zoned: RP Use : Residential V Z e\k COSL COS j 159 ace G ? LLJ 00e0g 6J9, voe /� Se4,'000 "'•- 7V Z U�dt�9 N LO • � 0 cn 00 Q N I 00 1 C '— 7 � v+ = I I N L,J _ W to „i L�J S �' o0 c N X o� 0 CM v+ y W V) TM 75-A-35 Lot 3 Abundant Life Church DS 679, PG 765 Zoned : RP Use: Vacant I TM 75-A-35C I TM 75-A-350 Lot 1 Lot 2 Frank M. Funk Frank M. Funk DB 679, PG 769 DB 679, PG 769 Zoned: RP Zoned: RP Use Vacant use: Vacant 80' B.R I I I I a . OD rn E w^ Z 0CQ Q' a `* •c 0 a3i V) a> E V U_ .r C v c v ai H E .. a > v Cn Q > rn v C V C E C E = N o a q h ;0- E E v U U W dUj OVc Co Co 00 C) OD \ � O M t` ^ rl� vJ • 0 4 ?_� 0 ao 0 Q) Q) DATE: 6/24/98 1 SCALE: 1 "= 40' DESIGNED BY: OATES JOB NO. 2013 SHEET 2 OF 6 r-) CD rn rn _o ao 0 0 Z a� m m a� CE I a i U L L C.) N J c ro C a I 0 CV Y O U rn Abundant Life Christian Center Stormwater Analysis This narrative is for the development of the Abundant Life Christian Center on Aylor Road. A site plan that was approved in the Spring of 1991 by Carrington Cobb and Fred Milburn addressed the stormwater management for this site. However, a subsequent field inspection by Greenway Engineering found that the areas and amount of stormwater runoff at the site is far less than the site plan had accounted for. The original site plan assumed an area of 27.2 acres flowing to the entrance into the parking lot. Approximately 17 acres of this runoff was supposed to be flowing from a 30" culvert under I-81 and 4 acres from the properties along Aylor Road. The stormwater pond was designed to reduce the two-year storm of 38.2 cfs to 30 cfs for a 27% decrease. After a site inspection on October 21, 1998, with the pastor Malcolm VandeReit, Greenway Engineering found that a 10" CMP under a walkway passes the runoff from the 30" RCP and area in the back of the church. The maximum flow rate through this 10" pipe is only 2.3 cfs. Mr. VandeReit said that in the seven years the pipe had been there, it has never overflowed. Visual inspection of this pipe did not show any evidence to discount his claim. Further parole evidence from Mr. VandeReit offered that the entrance has never overflowed as well. There is indeed less water than originally stated and the pond has not been used to its potential as of yet since we have had several large storms in the past seven years. Of the original 27.2 acres from before, Greenway Engineering now has determined that 9 acres is actually the drainage area. This means that the flow rate for a ten-year storm after all development will result in 33 cfs runoff coming to the site. The original two year predeveloped storm proposed that 38.2 cfs was flowing to the entrance. Since the developments and storm structures have been designed for this larger flow rate, then increase in runoff from our site has already been provided for. Engineer's Note: 1. The boundary information and the existing stormwater management pond shown are from the previously approved site plan by Carrington Cobb, LS, and Fred T. Wilburn, LS, dated April 11, 1990. 2. Any boundary information shown does not represent a boundary survey by Greenway Engineering. 3. The concrete stoops proposed are to have a 1:12 pitch away from the entrances. Two-year Predeveloped P � ' Ai = 4 acres (Area on site before development) ,k { Ci = 0.3 acres 8 A2 = 4 acres (Area off site along Aylor Road) C2 = 0.35 acres A3 = 1 acres (Area off site on 1-8 1) �.-' C3 = 0.75 acres (1-81) Tc = 12 minutes Iio = 3.8 in/hr Q 1o= 12.73 cfs Ten-year Post -developed Ai = 4 acres (Area on site after development) Ci = 0.75 acres A2 = 4 acres (Area off site along Aylor Road) C2 = 0.35 acres A3 = 1 acres (Area off site on 1-8 1) C3 = 0.75 acres (1-81)"� yam, -` . '�M _--•_---y� __ Te = 12 minutes ,. , Ex LP ! ` i Ito = 5.1 in/hr 4,, ssp Q1o= 26.27 cfs Redirect /Ditc When this 26.27 cfs is routed through the three 24"X18" ACMP's the outflow is `, ` % 23.32 cfs. There is 7.0 cfs flowing from the 24 RCP along the eastern side of thefence property shown on Sheet 2 of the site plan. The capacity of the two 35"X24" ACMP's under Aylor Road is 34 cfs; therefore, the existing structures will handle the development LOW 0 a Nterrate A FF = 7F6,.2�' Prop 20' Fire Access 6" 21-B r;t. B+JILDING 6650 s{ HT_ 1� Install 2' Ring *Verify Lateral is onto SSMH clear of concrete Ex SSMH Top=766.50'. _- Inv=757.02' W :,ietn, t 42'KP eird2r !-h_"s 231 0 e-;:x 10 770 765 • 760 0-00-0 "DOT k" 755 750 N r "rVDOT Notes 1. The future widening of Interstate Route 81 _- may affect this lot and the location of drain- ,�-age easements. 745 2. Any future development of this site can nc / - �` �J t� �p cause any water to back up into the Intersta Right of Way. 3. The existing entrance shown must be impr to current VDOT standards for a CG-11 prior {' fan buildings not shown on tt '. 4. Light Po f the addr ran o y t t i'S �;r ; C'roi} 1.v'x1Ji:r` Dr�?3s;a�e E 1s✓ment to rapit7ca <l tan VDC? i D, s�ir,arN for this 1 tail, - pr i>ert; in i1aed Bo_ 48C, I -i e 6.1 6 tad -� F •` ''� � 'I / [VI, �. t + 7679 \ 7681 + r-. � t d 768 i'llif Pole j` 41_'_- { " r • , j_._ . __1 1 `rrre is a ^nt a_--- t Uct Pole ! I I Prop Grade I I i i l � I , I •` ` - I � ' Ex. Grade ! i I i I j3 i � I 1 I I � ! U d 1 Co ( N ._�___._______-__�_.__� __ ---. I 02 F--_.._._ CQ p v } ! CQ En I W ( r 1 of co ° ! I I CQ 1 o , m j I t- p 05ocis 11 C) > I II > p II I > 0 FCSA Notes 1. Contractor is to insure that a minimum of three feet of cover stays over the existing waterlines. 2. Prior to construction the contractor will contact the FCSA to dig test pits to verify the location and depth of the existing wcitermain, (Points A,B,&C). A minimum' of 5 feet horizontal separation (edge jo edge) is required between the watefmoin and the storm sewer line. 3. FCSA will relocate the water meter box assembly to the grass area and bill the contractor for this work. 50 1 +00 1 +50 2+00 2+50 3+00 3+50 Proposed Storm Sewer (Phase 2) Horiz 1 "=50' Vert 1 "=5' i SSMMH t, ti � l4 . r t�X �a S h,N. SEYic-P (PRIVATE LN ,r- 3rj`{t�,�•-•-��•lim..�wr�:.�-�==��-:�::_---w.�u�r�c:.:._..='.�.�"�ax�waec.u.:.:�,. Oi 04 I , f`l �r I B2 66 ' zi rxt. 2a' vn�E�uet*- i 6) 11 Parl°ng i ; h i age ) ! I' 65s;m,,,_ � ._. e� _ '�`-=- --�` .____- __ ( e ® 62� + _ _,�' _ _ i7 i i j� ! Existing CC-11 Entrance f °�*• 6� 66 !j. i _ Bern) witl;,'Shrubs will i i required x 12 mired have CG-12 ramps installed 65 _-76 , _ per VDOT inspector i EC-1 .._- �. e h u 5 tt.� t' -- :.I..,, � , `\ �\ r I � , ti/%-15� EC + `'.`G. 8' EC-1 a Yam- s" 7 _. __.. �. 60,21, B i ./� 62 _ . 1 , U.,H po2l ezg 63 _ .. _ _ Itsv-t 7e0 - 7sx - ; �n e23 or + . t.. %tir>tin¢ 5tt�nnsvtt5`✓� -_ -...,` „e0. _ _011S fiA�'A� 7u � 11WI � Site i•'l,� �-5-� �-.,- `� �-' ntn F_)S 649 _ N ^y cth r npr i,B� �, - -; i - �- .{ -.(}. ,., rub.: - S 47'41'51" - 992.58' I a. A 1 OR ROAD Sight Distance +500' � Apply permanent seeding to the proposed berm when complete. 1_3TAT ROUTE 47 'VA IABLE P j ;: g Sight Distance +coo' I ! ,; ` [5,898 VPD (HTRIS VDOT) 1995] A land disturbance permit will be required prior the construction of phases 2 & 3. - - -_ _•_ ___.- __ .___ __ ___ �. -_ _ _._ __ _ ._._- _-- '-'- -- -- - -' -- Speed Urnil 0 MPr1 0.9 miles to VA Rte 277 1.3 miles to VA Rte 642 ' l [6.768 VPD (ADJUSTED) 1999] __. �r I . TM 75-A-41 TM 75-A-38 TM 75-A-42B TM 75-A-42A Ronald and Robin Strousnider TM 748-3-1-5 TM 748-3-1-1 Bruce Welch TM 75-A-42C DB 811, PG 814 Louis and Nina Hoover TM 75-A-42 Chester Simmons Glenn and Iona Combs DB 602, PG 663 DB 820, PG 14 A. Boyer Lewis A. Boyer Chester Simmons DB 892, PG 1687 Zoned : RP DB 745, PG 511 Zoned RP LewisL is PG 147 DB 680, PG 147 DB 892' PG 1687 Zoned RP I Use Residential Zoned : RP Zoned : RP Use Residential Zoned : RP Zoned : RP Use Residential Zoned RP Use Residential Use Residential Use Residential Use Residential Use Residential - / I ` Frederick Road Mute 104.1 shown on the site plan labeled #046-98. '? + % 6! ! to I -� ' ) ( R�rn< r Slow ^ff hwirant cnd ItStgil I{ Fwe W,,rhan, A. 4 4n .;t:, 10 r y\i U• 1 Ex `>'>MH ,.. � c:G'aJr.�• 7 � Z Ex UoT le t Ps67 P 'tY'" (/ 6 TM 75-A-44 Arley and Bessie Combs ! i I , phase 11 parkg DB 310, PG 599 4 A 67 67-t Zoned RP Use Residential f e r �+ 6 4 ® 66 i , i ( ' 4 F t i i C c" / 7t �a r 1 Fill to +4ltrr w tti sultcbte mot"iQi ' i i e, : ment. t,otwr,ol __ _ f�, ttrree G 5o be h;r,..er,tA,., by ?o;'rs J I% 1 i �t i Pror Chan Gate 1i � ''+j Fno+ 8r,dree Ift� I , A I I i I A t 35' B.R.L. TM 75E-1-3-1 !ila and David Jennelle DB 832, PG 1452 Zoned : RP Use Residential I TM 75-A-35C Lot 1 Frank M. Funk DB 679, PG 769 Zoned : RP Use Vacant I I tri CD LLj LJLJI N O � Cp N � N00 N ° I (0 N c - at I > N _ U c � o0 � U a u7 a)X fn (n L >` aD o hk L C 7 C W (n rz 00 c rn o w \ E o ° U Z W° 0 0N .. > a a� a tl ° o > ° N ° -C n Q v 0)C -0 o 0 E U °' C U C E E o C E E o a- -0 a� -0 -° ° L (D (/) E o � C L_ a> _ U U Q M V) a- W Q`- Q 00 rn a00 00 0) 0 oc) 0 00 0) 0 00 rn � e� CJ 0 co -r - TM 75-A 35o a 4 ° Q O Lot 2 Frank M. Funk ° DB 679, PG 769 4--) U Zoned : RP Use Vacant N 1-4 $-a �W 0 DATE: 6/24/98 SCALE: 1 "=40' / DESIGNED BY: OATES JOB NO. 2013 SHEET 3 OF 6 U rn rn LL7 m 0 co CQ C D 1 1 3C CD a L U CD tj Q m 0 Cll Cc CD 'mot U i u 4••`j4ft.9TL. TUBING ALL 6-011tNEIL57 ANp G6NTt;R4 To BE 19HoP W6I,pl=p wiTH ►LATE9 6EHINO WEI.v roIHTS III,TLN KvUGH SAWN GG pA;< r LA N IG9. 8")L0*,K 1/4" 4TEEL- rLATIa3 Tv ICEGEIV E I -- (/ NO. "T" 111146,65 fig, TS 3" X 1�4 ° X 7'O" GATE r4asT V/ I II I I �♦ �" , " �C G x G G6DAfi; rc,T9 SA IC FC L.AToH = 61tAGK6T' WITHb 4,(w rr.IP�ioN oQl;ri rrTL. col,ulVfN Gr A P1E _FT LFF I I I I I IIZ u I � I I I I L__J PLJVPyTEEZ GATE DETAiL (NoT To -,GA L.6 ALL MATEiZIAL- Tv le;` E im Source: Va. DSWC 1992 111 - 187 NEAR milli IN 1: IN I imimi8i'li9Nil I! Z'kx 6 I.x a_� ESCAPL-os P ETA 1 L._-_ avA E"-b F E KG E -,A FLCU H P I,>um E5TE E2- PA D 1992 �n PIPE OUTLET CONDITIONS A A 92 3.08 SILT FENCE CUL VER T INLET PROTECTION • DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EEARAM(MENT FLOW OPTIONAL STONE COMBINATION 1.0' I.5' FLOW '•VDOT ,i3, #357 OR #5 coARSE TO REPLACE SILT FENCE IN - Hb,.rn.c - HIGH VELOCITY OF FLOW IS rxPECTED Source: Adapted from VDOT Standard Sheets and Va. DSWC In - 49 3.18 --- ----"- - '-- PIPE OTITLET TO FLAT 1 AREA WITH NO DEFINED PLAN VIEW �. L, o -W: 11 d SECTION A -A FILTER CLOTH KEY IN 6' 11r; RECOMMENDED FOR ENTIRE PERIMETER 3d, (MIN.) dO - PIPE OUTLET TO WELL - DEFINED CHANNEL PLAN VIEW = Le O lli_-_ d SECTION A -A 7- ALTER CLOTH KEY 1N R'-9': RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LININC MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET. OR CONCRETE. 2.1. IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3,10-3 AND 3,10-4. 3. d 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT LESS THAN 6 INCHES. Plate 3.20-1 source: Va. DSWC 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4'X 4' TRENCH UPSLOPE ALONG THZ LINE OF STAKES. 6'WX. Jill not► � �` r^ �j_ e 3. STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL rr INTO THE TRENCH. Jill I I � III SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 7 I A � iiiiZA POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control- Sherwood and Wyant III-25 Plan 3.05-2 thrust block Stone Plate 3.18-1 11I - 157 0 6" dia. schedule 40 3' steel pipe filled with concrete and painted 7 yellow 2 O 1' _ t1. O 18- dia. concrete. encaaemeM pot_I ARn F]FTA_IL direction of setting to be approved prior to Installation as required 1- concrete pad V-8' sq. x 8' deep FIRE HYDRANT ASSEMBLY Figure 9 locator peg mechanical joint swivel tee with W branch I RIPRAP Plate 3.08-1 Abundant Life Christian Center Assembly of God Erosion and Sediment Control Narrative Project Description The purpose of this project is for the construction of a 9670 sf congregation hall at an existing church. Existing Site Conditions Part of the building pad was built during the original development. The rest of the site of has been developed as shown of the site plan dated April, 1990, by others. Adjacent Properties Frank Funk, Sheila and David Jennellle, Bruce Welch, Louis and Nina Hoover, Glenn and Iona Combs, Chester Simmons, Lewis Boyer, Ronald and Robin Strowsnider, and Arley and Bessie Combs own the adjacent properties. Soils The soil conditions are taken from the USDA Soils Survey. The soils on this site are Blairton silt looms (#313). These soils have moderate erosion hazards and low permeability. Erosion Control Program • Install silt fence • Install construction entrance • Install inlet protection • Install outlet protection • Install check dam Maintenance Program 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or improved immediately. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be installed immediately where deficiencies are found. 3. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, excluding the road surface. 4. The Frederick County Department of Public Works and the Department of Engineering will reserve the right to modify or add erosion and sediment control measures as needed by unforeseen events. Seedine Schedule 1. Topsoil will be spread at a 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 23 lbs. per 1000 sf (1000 lbs. per acre). 4. Seed mix will 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. 6. A hydro -seeding process that will accomplish this goal will be allowed as an alternative. Note: A land disturbance permit from the Frederick County Public Works Department will be required before any site work may begin. 770 765 • 1� 755 750 745 ADA St'd "Handicap Parking Only-1, & "Van Accessible Sings 6" Conc Curb Exposed Agg n Concrete ;n Aalk rri '•y � .:�'... ,.may', .`;Q'`:! :.'.', :.,. Curb V CG-6 Window 2 Precast Wheel Block Z.C. Painted Symbol Handicap Space 8' 5' or 8' TYPICAL HANDICAP SPACE AND RAMP DETAIL V �; 8' Ike • �. 4" CONCRETE 3000 psi W/ FIBER -B BASE 4" 21 STONE SIDEWALK SECTION 000 ••. 8" CONCRETE ' 3000psi :y r WITH MESH 4 21IP -B BASE STONE DUMPSTER PAD SECTION 6" 21-B BASE STONE FIRE LANE SECTION (BASED ON CBR-6) o1 f ' 10 = 7�6.30' s illwa f I 2;1 Prop 21-B 1 Prop 21-B I I l ; I I Ex 42" RCP 10 = 766.36' l I Prop Grader - --- -- "--P op-24„ RCP Ci 180`6 79- 1 III _ 2:1 2i~ � Prop 24 RCP C1 III i I I 16' ®f i 0.6257. i }-- i I i I i I 1 I i !{ U � i:5 ( U I , 01 44 DOI al N tin I U i co i a i I IO I I a0 O -� O D " ao O O 1 'b I 1 i co t\2 W I WO -Oil op ! m ri 0 W(C m O 00 01 O i O O II p Co �c CID1 n aII >c I ,O ._ I 0 50 770 765 760 755 750 V z_ W W z V Z LJJ N o t() Do N N I C •- N 00 N Z J L_ W �' w v 0) X LL_ L L Q) 0 c > c � W (n rz 00 to Cn \ W � +s 3 C Z cn 0 E W V) U D W o L o a > In U a) E 00 0 1 - U w 00 o Q rn "2 C) n 1A �� Cn o CO 04 S' a CN ' ` O Y o 1\ z '`Grp 745 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 Proposed Storm Sewer Horiz 1 "=50' Vert 1 "=5' Abundant Life Christian Center Assembly of God I� Stormwater Management Analysis of July 13,1998 Background T The site is located on Rte 647, Aylor Road, across from Fredericktowne (f� varies 2' max. -, at property line (see note 2) �v Y roadway box I E 2" type K copper tubing (no joints N from main to curb stop) saddle with corporation water stop main hall valve curb stop with FIP ends, with 2" gate valve operating nut CUTOUT DETAIL typical 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 subdivision. There is a church currently on site that was developed from a site plan by I� others in 1993 that provided stormwater management along Rte 647. n� Purpose O I� The purpose of this analysis is to establish stormwater management for the construction of the 9,670 sf facility and the construction of an additional 0.32 acres of gravel lane for the fire access. q Summary L� The site we are developing contains 0.54 acres and has a two year runoff rate of Z t.-i E-1 �4 E-1 E 0, 85 cfs. The ten year runoff is 2.94 cfs; therefore, 2.09 cfs has to be shaved from the total �:: W 00 Z basin's runoff rate. O Q 0 q 0 There is an existing 42" culvert under Interstate 81; however, this is a high spot in U the interstate and there is not that much area to justify that culvert. For this analysis we q Z have been very conservative and proposed that four acres are draining to our site. The two Z year runoff for these four acres is 12.7 cfs and the ten year routed runoff rate is 7.0 cfs for W a 5.7 cfs reduction. The 5.7 cfs exceeds the 2.09 cfs and the County's stormwater a W W W management has been met. O Q Data Tabulation (z, The following is the tabulation for pre- and post development of the site. 0 Predeveloped Conditions Area = 0.54 acres a C = 0.3 (field) Tc = 5 minutes 12 = 5.3 in/hr Q2 = 0.85 cfs Post Developed Conditions Area = 0.54 acres C = 0.9 ilo = 6.8 in/hr Qio = 2.95 cfs Increase = 2.09 cfs Offsite Conditions Area = 4 acres C = 0.6 (Interstate & Median Strip) DATE: 6/24/98 Te = 5 minutes I2 = 5.3 in/hr Q2 = 12.72 cfs SCALE: n/a This basin is routed to a 24" CMP with an outflow of 7.0 cfs in a ten year storm. Decrease = 5.72 cfs DESIGNED BY: GRO % Reduction (5.72 -- 2.09) / 5.72 X 100 = 63.6 % JOB NO. 2013 SHEET y OF CCD ry Ln a 0 z a) 3 01 3 M a� 3 a� c / 0 / L U aJ J D Q 0 N Y Q O 3 / Q En / 0 CQ W W Z Z W o 0 CQ co CO G oLO o I Z x� �CV o 0 8� m 0 0 C, a) o ai O��' w V) w lepoO Auxiliary Teaching Area z 0 H Sound Partitions Utility Room Classroom Classroom Classroom Classroom Men's Ladies' Kitchen Work s s S�oo Rest Rest Room Room Room d� Storage w Restroom Room Ei Hall o �� l0 Sea �s Education Office Children s and Youth D Service Area o Double Classroom Classroom Classroom Auxiliary Teaching Area Assistant r y D Office Sound Partitions �o 0 41 New Vestiblul E� E, �D w� Qo E �D o�el �Q O �D� s' 2" 2' S' 8" 2' 1 a 1'-2" Approximate Location of Existing Sewer Line , _2- 1'-2" 28'- 1'-1" 2 8" 28.-0j» Existing Sidewalk 2' d m 2'-e coy DATE: 9/18/98 � J Canopy Roof Line SCALE: Phase One DESIGNED BY: M.V. OO Thlos an 0 �� informationaiUr-osjk,7.-)s on--225 Seats JOB NO. 2013 0 SHEET r ; OF _ 6 U Classroom II Classroom II Classroom II Classroom Restroom Hall 11��, I �Ij -------------------------------- Double Classroom Classroom Classroom Existing Sidewalk Utility Room Men's Rest Room Storage Room Ladies' Rest Room Kitchen Education Office Children's and Youth Service Area Assistant Pastor's Office Approximate Locationj of Existing Sewer Line Work Room w Vestiblul F-Z AM V-2• —Canopy Roof Line 2' 0 Thl's Ptan is f or inf ormati'onat 0 purposes uP �S 11, 60 Seats Phase Two 4C8 Seats Z U..0 IJ..I Z V ZN WCD N co Qd v i d m �I N Z o � ,1-N LJJ = L � N N W 75 � � o s U-) s 3 U °' x U-)3 i--L W L o mL z H H w ry DATE: 10/19/98 SCALE: 1" = 8' DESIGNED BY1 MV JOB NO. 2103 SHEET 6 OF 00 Cn_ En m 0 CD Z 3 3 TD W rr a U L L U CU J ro Q 0 N Y Q 0 3 U U7 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR ---- - - S ,AI F 1"= 2000' Ln 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 I '�� is j i _� �%�F`s ��C Z N Count construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion snaeaaeo.AvtY\ ;°d0� r��` °? a -/ �4,� rAKri•�'.o C 7 ° c� � Y 40 ;Bakt and �`� a , ��%I r 9l MANi_. Z C - and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR \ ,:� i� \ °� �� ° .c 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during construction, EX E P 0� G�EENe. TAR�� °, W J °, I °' P 9 9 applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT / must be provided prior to issuance of the site development permit. The approval of these plans in no way tans, the most stringent ent shall govern. $�r raaKEt;� °p pa = j o N P 9 9 PROP E/P , /% C04 relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT ,_ �sTAr� ° to a„ 3 Q = L Control Handbook. r 647 �9° `' „a / T a, a) I V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G _ �^ �6 8 / 1 ��a"" i e � °�� Icx °3 ACRE z � N c o Safety & Health Administration and VOSH Rules & Regulations. s 4 wc, of o `t 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Y 9 ,� �y ,. a W � � (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G / c C P u c ° * � ��S W � n +7 G I� 7 c sort a x 4. Approval of this Ian does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, z `` E1 VILLAGE IN�� '' En ~ � CG 6 CG 6R / s u a Bm-Hoover R pp P 9 shall be in accordance with the current edition of VDOTs work area protection manual. TRANSITION FROM CG-6 TO CG-6R - =_ __=�_-_-_= =--- _-____ / CITY �. `� qPL required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT s � �r e,A ��, �� L 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. EXISTING TELEPHONE LINE T s .�'�fy rAL�, 9 Fs conmEC P,�° a ;� a�' FAR `. m o �� , + sF� c,� � � c� �Q�� .� N � s ° ytow T n fi, F TOW � c � � with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T �9F°F o� �sJ 9 P��P� L �f =o � 1 C, 's > (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may _ EX. 15" RCP s sU. ` � � "° .°°'off C' � responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER F w cn Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. - °4 q i % REDE IET PROP. 15 RCP � ., F x � � ,��ij i rr ) �, ,►ao,E.o�R oq I � sTs / I 9% �, Cf FPE°EVd 9 O� � �� eg V5. Prior to initiation of work, 631 ily ,� apt g3 Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a e �' ¢, EFFER��: T PP �. - ------ - - ---- -- -- ---- �P 5 y. Jpj\r? IC 1NE pp p PP P land use permits for any work on VDOT right-of-way. I t e: representative of the developer must be available at all times. EXISTING SANITARY SEWER - l ;� �` f ` �, ��,� `a'� a� ,� 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 - = ----------- ~ ^a arranged and held by the engineer and/or developer with the attendance of the SHEET INDEX ,J o w J�> Control Devices (MUTCD). EXISTING ELECTRIC SERVICE P Q o contractor, various County agencies, utility companies and VDOT prior to initiation of work. o o � 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE �' P Sheet 1 Cover Sheet ^� Li - embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Sheet 2 Site Plan - Phase 1 `'a_ o Q 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. C8R values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE J o Sheet 3 Site Plan - Phases 2 & 3 inspection. W 0 u- j than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. Sheet 4 Details O � O w PROPOSED GAS LINE Sheet 5 Seating Layout - Phase 1 ¢ o U, -r Q Q 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 Sheet 6 Seating Layout - Phase 2 < 1- > o on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE P g y �~, � o p :2 in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE --- - --- - Z z a 0 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained PROJECT INFORMATION Q o Q'1 be minimum 6 diameter and conform to VDOT standard SB-1. through construction. _ ,_._._, _t_ _ FENCELINE _ _..:,_ _ ____; _.�...__ -�__-- - _- o' o_ LL_ 0 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE PARCEL IDENTIFICATION NO. 75-A-37, 39, 40, & 43 ( Consolidated to 75-A-37) 0 � (n N Q 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: 700 AYLOR ROAD and at the end of construction. EXISTING TELEPHONE POLE TOTAL ARr=A: 12.58 ACRES L '� W o w � � o �. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA: +/- 2 ACRES * 3 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: +/- 2 ACRES Q ~ 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. �v w ' T' w CURRENT ZONING: B-1 condition at all times. P Y 9 PROPOSED WATERLINE W/ TEE L PROPOSED URRENT USE: CHURCH\CLASSROOM\DAY CARE : ,, �.. .. i z��l f5 m o 14. *Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT c� : ZONING: B � 9 Y company P / Y .(n 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: CHURCH \CLASSROOM\DAY CARE D 6 Q� �E a, sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ---- -- - - -- EXISTING HEIGHT: 14' / w � E PROPOSED HEIGHT: 35' E 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 3 °' v standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER-_____�______._____.� __.__-_____.__ BUILDING SETBACKS: FRONT: 50' (1-81) FRONT: 162.4; (1-81) Z cn Q Q' N 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the ____.________._____, w SIDE: 0 SIDE: 325.8 0 c c V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER ' ( ) ' ( ) E contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed FRONT: 35 Rte 647 FRONT: 216.8 Rte 647 i) � o a� prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN 4 v co a E REQUIRED PROVIDED % ° a I E AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12)�: ° L 0 utility verification and the proposed construction. '=�-' PARKING SETBACKS: FRONT: 5 FRONT: 70.5 (Rte 647) W ° L L °'a 0 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT �. °En 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: 309.E L a a v °, STANDARD RAMP CONSTRUCTION FRONT: 5' FRONT: 64.5' (I-81) > N °' C 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 f � � ° 18. When grading is proposed within easements of utilities, letters of permission from all ;nvolved companies final VDOT approval. PARKING INDICATOR ,'1?\ - E E 0 E v INDICATES THE NUMBER OF TYPICAL PARKING SPACES `' E E � � must be provided to Frederick County Sanitation Authority prior to issuance of grading anci/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans �f F.A.R. CALCULATIONS PARKING CALCULATIONS 00 o o � a_ i development permits. TEST PIT LOCATION �f - v 0 ¢ m o and further where determined necessary by VDOT Inspector. 17280 sf / 12.58 acres = 0.032 Phase 1 19. The developer will be responsible for the relocation of any utilities which is required as a result of his 0.3 MaximumRe uired 00 00 00 project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right -cif -way q W 00 0) rn 0)0) shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING H/C 1 space per 3 seats \ n 0 o N 20. These plans identify the location of all known gravesites. Gravesites shown on this plan wik ire protected 225 seats requires 75 spaces Q a, 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 LANDSCAPING CA!.CULATIONS Existing Spaces = 75 r- r- 00 0 0 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE Phase 1 6 are ADA compliant acceptance of work. Unit and total prices may be obscured. Landscaping not required for the existing 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering parking lot; however, the 8 proposed trees No additional parking 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 ` shown on sheet 3 in this area should required for this phase markings must be installed b the developer or, at VDOT's discretion, b VDOT on an EXISTING STREET LIGHT be planted with phase 1. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard g Y P Y P P proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered account receivable basis. + Phase p PP � Y Y 9 PROPOSED STREET NAME SIGN professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT --- ---- --- Phase 2 & 3 Required 1 space per 3 seats 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 638' / 40' = 16 trees required 408 seats requires 136 spaces or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 79 spaces / 10 = 8 trees required 75 existing of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 Green Area 61 proposed in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 28,620 sf X 5% = 1431 sf required 136 total WEASEMENT LINE 24 Shade trees propsed (3.5" Caliper) Water/Sewer: Frederick County Sanitation Authority �J P.O. Box 1877 CENTERLINE 2990 sf green area proposed Winchester, VA. 22604 +/_ 21 shrubs provided for headlight screening 136 spaces stilhase l required Winch star, V . EXISTING SPOT ELEVATION 12.0 shrubs are to be 3 tall and 4 on center P q + 200' of 3' berm is to be cont'd along Aylor Road 18 additional proposed if needed <� Phone: Bell -Atlantic PROPOSED SPOT ELEVATION _ P.O. Box 17398 12 5 EXISTING TREE DRIP LINE ENVIRONMENTAL FEATURES 4-1^ -:...�...,.,...:.._ ��..... ._,.._,,.,�_��-_.,._,,..:.vim__,..: PERCENT �,, � C`� o (301) 954-6282 FEATURE DISTURBED • � �, Baltimore, MD 21297 ? �`�"r. �,:^ Q)� L'3 +� +' FIRE MARSHALL'S NOTE �� EXISTING TREE y, } ; 15" OAK ry r 15" PINE FLOODPLAINS 0 ,� O ' 4 Power: Allegheny Power MISS UTILITY 1-800-257-7777 g y LAKES &PONDS 0 O P.O. Box 1458 OAK 0 O O PROPOSED TREE WETLANDS >1 AC Hagerstown, MD 21741 � 4-1 1-800-654-3317 Fire lane markings and signage: SINKHOLES 0 Q) O ,4 All "No Parking" signs and yellow painted curb locations will be installed 0 > U NATURAL S.W. O by field inspection at the direction of the Fire Marshall's Office. DETENTION AREAS O � U Gas: Shenandoah Gas Co. P.O. Box 2400 STEEP SLOPES 0 , ' ) arcs Winchester, VA 22604 >15% O Q) (540) 869-1111 0 * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL WOODLANDS MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHAL L ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. o -` 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. WEEKDAY U MARK D. SMITH 9 Project Name: Project Number: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 1Ao No.022837 A bundant Lif e Church 2013 AUTHORITY'S INSPECTOR. 560 CHURCH 9.11 PER 1000sf 16320/1000x9.11 = 148.7 VPD A �0�k v 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER `rSj� 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 ONAL ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Opequon District 6/22/98 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 SUNDAY 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. Owner: Address, Including Zip Code &Telephone No. 560 CHURCH 36 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. .63 PER 1000sf 16320/1000x36.63 = 597.8 VPD PROFESSIONAL SEAL &SIGNATURE PO Box 838 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE Trustees of Abundant Life Church Stephens City, VA 22655 DATE: 6/24/98 THESE PLANS ARE IN CONFORMANCE WITH (540) 869-7442 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developer: 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE P 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 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO same 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: OATES DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2013 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 6 m tn 0 O Z T3 Al z TD Q] Q i ar J c ry v c D Q m 0 Cu Y Cr Cj cn Erosion and Sediment Control Legend CD Check Dams IP Inlet Protection OO Outlet Protection CE Construction Entrance Engineer's Note: 1. The boundary information and the existing stormwater management pond shown are from the previously approved site plan by Carrington Cobb, LS, and Fred T. Wilburn, LS, dated April 11, 1990. 2. Any boundary information shown does not represent a boundary survey by Greenway Engineering. 3. The concrete stoops proposed are to have a 1:12 pitch away from the entrances. u,r7w.r `1 `1 t 11 1. GUA9q WRCP 1 93' a 0.2% 1A..7e4 r \ 1. 1 I �t RL v OMp� ,,r7ee.1 _ i /. J , f. `N��RS SQ i f_r �-- 390NisE �" �10�.f ,. o! \\ /` t T1N1jffrj}I Redirect Itch tla�rfT ° / Dumpster a� , 14 kt ;. pppd with a l �"~4i 6 foot fer -T _ I i. i ti I Ex. vouj eAu. COURT -_ o C' O,.OM - n - -- - - - -- 1NE) r . SEWER (PRIVATE ., I-) _ - -� Z s_;�y EX. 8" SIN._'+'. Raw�w, �.. OM Ex SSMH '�� _ 1 and � o.r. � ! Topw767.37' �...��' re�c Inv�758.92' 50' Active Buffer Line r: t lo' MANE TM 75-A-44' I C bs � �'r• s- � 100, / _ I 3,9 1,6/00,/ Poo 00 / �• rooT we• i%�• / / O ;, / Ab 4116 11 Al � •.\ /� VDOT Notes \ \� ( 1. The future wlder ing of Interstate Route 81 may affect this lot and the location of drain- age eat ements. 2. Any future developn\ent of this site can not cause any water to back up into the Interstate Right of Way. \ Note This site is required to hove a category 'B' buffer against the residential h' !' \. ;\ / parcels. The buffer shown is a "No Screen" \ buffer and may reduced from 200to 100' with a landscape screen or to 50' with a full screen. y1 ` —Prop 20'X150' Drainage Easement to repiace j existing VDOT DroW"e Easement for this property in Deed Boa* 280, Page 684. 1. Contract& is to insure that a minimum 1 of three feet Of cover stays over the I 4 existing waterlines. �+ JP \ p r 2. Prior to construction the contractor i will contact the FGSA to dig test pits % 2 \ to verify the location and depth of the existing watermaln. (Points A,B,C). A * minimum of 5 feet horizontal separation M u� ! (edge to edge) is, required between the ,c�+ w .tnt `'ti i:' > ` �+ 1 atermain and the storm sewer line. kr''i't r z�• l 4i;i}ttr 'rl. 3. FCSA will 1C � x i�?c ;;iJ,�:.�5�.;:tt,a, r., rr�?�- { <: 1:t „Y +��ri;t; �; a ��'�, i�ii�i ��hit Ii't "i ;r �; �• 61ocate the water meter I 7 61 box assembly to the grass area and bill i ii L k the contractor for this work. / � � 0785 •� 9 c/o WK /,!, 1---�—�-----�---- i r Y ,7 ' .,I;r R. —LIMITS OF CLEARING AND GRADING EX. BUILDING PROP BUILDING .? \ \ It M,I! : 6650 sf 9670 sf ` ; JJ r FF - 768.25' FF - 768.a5' do 50' Active Buffer Line Arley and Bessie om II DS 310, PG 599 I I "i Zoned RP ! H2 r i / �Y; I Use Residential 000 �` ` r►n a� oee. �� 150' Inactive Buffer Line 150' inactive Buffer Line Proposed trees shown on the/ second phase on this existing lot i should -be planted po:kw to the I J �. /oc ear WAIVkM [art. construction of -the phase II ,ek ur,<rw - - -- -- — -- --- - I Existing CG-11 i Entrance �i _ tAPOSCO M ANA I will be required to have — -- 766— -- _ -- _ ue,1,.�r,� ; „use CG-12 ramps installed per VDOT inspector 35' B.R.L. -7 t I EX . OUT 7e0.21 p� - j.. , Ulm Fab J t % , I,1, 1! I { two" rAn"w~ Ex. NY. M - 7".79 i 1 I 1 6 I Ex. W. N - 7MO2 � 3_!!_xl�" OVA `� l by otim A,A. 1990. ��' V 2- =—_�. rop 20'X20" Drainage Easement to VDOT ER 09-t1� S 47'41'51" - 992.58' �o' i Y ROAD STATE ROUTE 64R (VARIABLE R W Sight Distance +500' Sight Distance +500' i 'i [5,898 VPD (HTRIS VDOT) 19951 0.9 miles to VA Rte 277 1.3 miles to VA Rte 642 TM 75-A-41 TM 75-A-42A Ronald and Robin Strousnider TM 748-3-1-5 1 1 l �/ TM 74B-3-1-1 B 7e Welch TM 75-A-42C TM 75-A-426 DB 811, PG 814 I t � / Bruce Welch Lewis A. Boyer Chester Simmons Chester Simmons Glenn and Iona Combs r I Louis and Nina Hoover pg 820, PG 14 DB Chester PG 1687 Zoned : RP DB 745, PG 511 ` \ DB 602. PG 663 I DB 680, PC 147 DB 892, PG 1687 Zoned RP I Use : Residential Zoned : RP Zoned : RP Zoned RP Zoned : RP Zoned : RP I Use Residential Use Residential Use Residential Use Residential ` Use Residential Use : Residential I I I I Frederick Road Rte 1041 i V Z e�k LLJ SP°ce C' 69 P LAJ OPe0 g 6l9' 71, v/e / CD aK Seib°/ 7 v�dZo9 "A 9 �� LLJ ,Z6 O CV 00 � Q N a 00 C •- (0N z => �(V LLJ v c � o� Ln 0- CY-3 -C u c O X 0) N Vf ril a� o a> >, C1 c ::I W cn A. TM 75-A-35 Lot 3 Abundant Life Church DB 679, PG 765 Zoned : RP Use: Vacant I I I I I TM 75-A-35C I TM 75-A-35D I ( Lot 1 Lot 2 Frank M. Funk Frank M. Funk I DB 679, PG 769 DB 679, PG 769 Zoned : RP Zoned : RP I Use Vacant Use : Vacant 80' B.R. I 1 I TM 75E-1-3-1 Sheila and David Jennelle 1 DB 832, PG 1452 Zoned : RP Use : Residential . rn E Uj K7 Z � a U .z O N (V L N v c E 'V ni 0 o U, E > .. E o a a o U Z ++ 0 > C7+ Q rn v � Z > V aci aci = o E E a O O L a) l V U i1 d OVc W 00 rn 00 CO M ) \ O \ M (` t\ v J CJ 0 V C10 O b--1 Q) U Q 0 O '_k4 � U ;-4 U U OQ'''t� w DATE: 6/24/98 1 SCALE: 1 "= 40' DESIGNED BY: OATES JOB NO. 2013 SHEET 2 OF 6 M m rn _o to O 0 Z 3 3 M CD FF I a� a U L U a) J C fa c ID ! *7 0 c.j / �C O / U En / Abundant Life Christian Center Stormwater Analysis This narrative is for the development of the Abundant Life Christian Center on Aylor Road. A site plan that was approved in the Spring of 1991 by Carrington Cobb and Fred Milburn addressed the stormwater management for this site. However, a subsequent field inspection by Greenway Engineering found that the areas and amount of stormwater runoff at the site is far less than the site plan had accounted for. The original site plan assumed an area of 27.2 acres flowing to the entrance into the parking lot. Approximately 17 acres of this runoff was supposed to be flowing from a 30" culvert under I-81 and 4 acres from the properties along Aylor Road. The stormwater pond was designed to reduce the two-year storm of 38.2 cfs to 30 cfs for a 27% decrease. After a site inspection on October 21, 1998, with the pastor Malcolm VandeReit, Greenway Engineering found that a 10" CMP under a walkway passes the runoff from the 30" RCP and area in the back of the church. The maximum flow rate through this 10" pipe is only 2.3 cfs. Mr. VandeReit said that in the seven years the pipe had been there, it has never overflowed. Visual inspection of this pipe did not show any evidence to discount his claim. Further parole evidence from Mr. VandeReit offered that the entrance has never overflowed as well. There is indeed less water than originally stated and the pond has not been used to its potential as of yet since we have had several large storms in the past seven years. Engineer's Note: 1. The boundary information and the existing stormwater management pond shown are from the previously approved site plan by Carrington Cobb, LS, and Fred T. Wilburn, LS, dated April 11, 1990. 2. Any boundary information shown does not represent a boundary survey by Greenway Engineering. 3. The concrete stoops proposed are to have a 1:12 pitch away from the entrances. Of the original 27.2 acres from before, Greenway Engineering now has determined that 9 acres is actually the drainage area. This means that the flow rate for a ten-year storm after all development will result in 33 cfs runoff coming to the site. The original two year predeveloped storm proposed that 38.2 cfs was flowing to the entrance. Since the developments and storm structures have been designed for this larger flow rate, then increase in runoff from our site has already been provided for. Two-year Predeveloped Ai = 4 acres (Area on site before development) l� PMPN C i = 0.3 acres B 65 r= A2 = 4 acres (Area off site along Aylor Road) C2 = 0.3 5 acres n ,sp t P(E ��Q A>< A3 = 1 acres (Area off site on I-81) '(ERS SP C3 = 0.75 acres (1-81) Te = 12 minutes Iio = 3.8 in/hr Qio= 12.73 cfs Ten-year Post -developed Ai = 4 acres (Area on site after development)- Ci = 0.75 acres 2502� �t;•. A2 = 4 acres (Area off site along Aylor Road) C2= 0.35 acres A3 = I acres (Area off site on 1-8 1) C3 = 0.75 acres (1-81) Te = 12 minutes s Ito = 5.1 1n/hr Qio= 26.27 cfs When this 26.27 cfs is routed through the three 24"X18" ACMP's the (Dutflow is 23.32 cfs. There is 7.0 cfs flowing from the 24" RCP along the eastern side of the property shown on Sheet 2 of the site plan. The capacity of the two 35"X24" ACMP's under Aylor Road is 34 cfs; therefore, the existing structures will handle the development' , shown on the site plan labeled #046-98. - i TA rr` Ca !o TV (-60,sto!f r Ex LP / 66-Q ' 770 765 �i 760 1TLsi Man r"" a2x0000, J J/J 755 /.� .. Z O �.<- VDOT Notes 1. The future widening of Interstate Route 81 f i I may affect this lot and the location of drain- , eR�' age easements. h` `te can nc I I I Prop i Grade 4 i I f ! Ex. - Gradel + S I ! I I j IIf E 1 iii (+ "Co - c I ' 4 — a 0 ' c� 0 } W I l i ;� I ! G1.m 14 i I ! �CCD r'm o 00 ii l > +r I I M 1 ✓ t c� 2. Any future development of t is s! water to bock up into the Intersta cause any Right of Way. ` ' ,�' ",` ! p;(✓''� 3. The existing entrance shown must be impr CG-11 0 k to current VDOT standards for a prior tt the addition of any buildings not shown on 1' i i,i.,._ Pro} 20'X150" Dr?3.naoe Easement to r'PrigcF a e~ ;stinu VOOT Drgjra jp Frier"tent for th; p! �; rc, In C)eed B,Jc 280, Pat \,V t.A,..,,4\t h, lZP rase A", ati Pr OP, -SHE 0 rf �, FF 768.2� , ^ . ` / 2 k FCSA Notes 1. Contractor is to insure that a minimum of three feet of cover stays over the existing waterlines. Prop 20' Fire Access ;51 _ ,""`�✓ � 2. Prior to construction the contractor 6" 21—B ;� will contact the FCSA to dig test pits --- '', l 766� l to verify the' location and depth of the (Points A,B,&C). A 1 l t HVAC ., + �L existing wdtermain. minimum of 5 feet horizontal separation is required between the — u $--:. u768 7672 (edge,;to edge) line. 7681 j y e1 + watermain and the storm sewer s r Pe!u .torR b ! t�: FCSA will relocate the water meter Light j a j ? c', . s i t i, \ ,•, \� ' {; ' `%gip._ box assembly to the grass area and bill 9670 t FF - 7Fg Y . I nJ �� 1r t nra i NsiT � i ril to t!IitY with wilabie mot^rid for future deretorment Moi fiol is yr, be i+1ti:CCtA,t ary _4ii , gnjinPSs'. E_;{. 20' WA'ERUt,!£ r`S94r- Existing CG-11 Entrance will be required to have romps s installed P ,yey I per VDOT inspector i 1 1 , .\ O '•�,.� ,--/`r^_ h✓ J...,,/.,...- `.... ✓` .r'�_.� 4. Ex SWN I ,� f ... '�.. 64Z,; �d�'.� ', .1.i, ,','_.p�\, `.cf'p4 4' 'i'�\. `'�, �i�_ti/•1t�.1/\.!\\_\��+.`\_f., B4.• .. �^i: =i+` /_� 'p .1�� — $EC r _ ..�---. ..,_.. tit ey. e E.:i. Yi 1vfi._xC.i.i4.,a0.2' '8rC-1 2� 6162 ns �riFr., 1 80. + .14 63 xt Site, i>I— �S'� .'�.•�,,,....� r_-. .__ - � yyy�CC ~ ?�`%�<�" �;`n in t3+��• t_JSf'n)r-,n f t� vIT),,_')_ 644 \. by rthars Apra, tSqO era ..tat? "1I I — — t _ �5-►- . __._.__ _._.__ _ �+r►.__._ __�._---_________ � � _.._ _,.,_._ ____ .._. _.__ ___ _.__ ___ S 47'41'51" 992.58' to o. By s t Of"`iD 1 ii ,ei�s a too s'i�r.0 Sight Distance +500' Sight Distance +500' t 5898 VPD (HTRIS VDOT) 1995 Apply permanent seeding to the proposed berm when complete. cTA�-�- ROUTE 647 (VARIABLE R%��1 9 ! l;- [ . ] :Speed Um,11 40 MPH 0.9 miles to VA Rte 277 1.3 miles to VA Rte 642 i 1l 1N [6.768 VPD (ADJUSTED) 1999] A an disturbance permit w1 e require prior the construction of phases 2 & 3. __ �-- -_- -�- -�� - _ -_ TM 75—A-41 TM 75—A-38 TM 75—A-42A Ronald and Robin Strousnider TM 748-3-1-5 TM 74B-3-1-1 TM 75—A-42C TM 75—A-42B DB 811, PG 814 `. Bruce Welch TM 75—A-42 Chester Simmons Glenn and Iona Combs F Louis and Nina Hoover pg 820, PG 14 Lewis A. Boyer Chester Simmons Zoned RP DB 745, PG 511 t DB 602, PG 663 Lewis A. Boyer p6 892, PG 1687 DB 892, PG 1687 Zoned: RP DB 680, PG 147 DB 680, PG 147 Zoned : RP Use Residential Zoned : RP Zoned : RP Use Residential Zoned : RP Zoned : RP ( Use Residential Zoned : RP Use Residential Use Residential Use Residential Use Residential Use Residential / I` Frederick Road Rte 1041 the contractor Tar this work J J I j Nxno,& prow Off- 3 a H"IrOM- rnd !ns!at! _ i I I Fre M,rJront vr, ' :ri to � f z y 4 o - 7, Ex,lXap�e 7-4A JP V B a 6 4 P TM 75—A-44 I® II parking Arley and Bessie Combs Phase DB 310, PG 599 y,' ® 6721 671 Zoned : RP B r Use Residential i �f s B e- A 6 a 66 • 67 f ® 6 662 6 I in8 Phase II Park ff i ! ( 0 J + 65 e 1 +00 1 +50 2+00 2+50 3+00 Proposed Storm Sewer (Phase 2) Horiz 1 "=50' Vert 1 "=5' TM 75E-1--3-1 Sheila and David Jennelle DB 832, PG 1452 Zoned : RP Use : Residential TM 75—A-35C Lot 1 Frank M. Funk DB 679, PG 769 Zoned : RP Use : Vacant CD L>LJI Lij z LIJ N O L 00 N v ° I ao (0 N _ C u7 0) I > N � � p 1� M: L' � I � - p LJLJ a> ° W a> C O o 114- U 0- LC) � � N X F� LL_ cf) W L L °ril INva r` C LJV) GL 3+50 r- C U' E w r- o Z t1> °' C Q U O v M ° cn ° ° 88 o o 0 W a L O o N a 4 > a > W L a) °, ° ° U c a> I_ +_ a> E a_ °_° E 0— _ EE o U o U _O -° Q CC L N m O (n L N 0_ W 00 00 a) Co 0) 0 � ON Co CO 00 ) Qrn r) �fi 0 N 0 N 0 TM 75—A-35D Lot 2 Frank M. Funk DB 679, PG 769 I Zoned : RP Use: Vacant 00 a O > ¢ Zp' — �O f ✓ 00V?0 J 4-j e l� Oco O Q O N O +, O ,4 U4 e � <4 0 � DATE: 6/24/98 1 SCALE: 1 "=40' 1I DESIGNED BY: OATES JOB NO. 2013 SHEET 3 OF 6 U OD rn rn LEJ rz_� O Ln Cv c D i L CU a i L L U ED J c c Q M 0 C1J Y Cr CD 3 U In i 4"3Qt.9TL. TUBING ALL 6,01CNEtLS AND G6NTEI25'r Ta, BE rsHoP W6LpI;D WITH rLATE9 0BNIH12 WELD rcPIHTS Illxli" KOUGH SAWN /- GCp,tX_ rLAH 41. rLAT69 Tp leEGEIV E Co" tip. "T" HINC.6'j ' I - GA o4 K t'n�M T I II I Co'N �C x (� G6 DAIi; rO.T9 I� II /� -- BIAit LATCH s B1UGK6T' WITR dA5%oSI Mr4o14 Go vllfri yo TL. oLUA.fNN _1_T7__ _T 1-1 r17 I _ 1 G IG1 D E I I I/z II I I L__J Pa kAP'5;TE EZ GATE D ETA I L �NoT To -,GA L-E ) Z"x a ALL MATEFLIAL Tv 13 E -rP-eA-re 17711 FtzoNT VIF-W im Source: Va. DSWC - e_Vq_ _ \r- a•` I3c7-tPC>S DETAl L_-- BoAEro EE 9C-E 'A PY---d N P _.pumEzT6:F- PAD a �n 1942 Ill - 187 PIPE OUTLET CONDITIONS A A 1992 3.08 SILT ,FENCE CULVERT INLET PROTECTION • DISTANCE IS 6' MINIMUM IF rLOw IS TOWARD EMBANKMENT FLAW OPTIONAL STONE COMBINATION Lo• Ls• FLOW VDOT Jill. 0357 OR JiS COARSI TO REPLACE SILT FENCE IN - HIGH VELOCITY OF FLOW IS DI Source: Adapted from VDOT Standard Sheets and Va. DSWC m .49 3.18 ` �EW PIPE CLIT2T TO FLAT AREA +,ITH NO DEFINED CHANhFL PLAN C L ° 0x -+ u d SECTION A -A FILTER CLOTH KEY IN r-T; RECOMMENDED FOR ENTIRE PERIMETER A I A ado (MIN.) do PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW I 7r��qIllq-__ d SECTION A -A FILTER CLOTH KEY IN 6--9'; RECOMMENDED FOR ENTIRE PERIMETER NOTES 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET. OR CONCRETE,. 2. 1A IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED - USING PLATES 3.16-3 AND 3.I8-4. 3, d - 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LE" THAN 9 INCHES. Plate 3241 Source: Va. DSWC 105 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2. EXCAVATE A 4"X 4' TRENCH UPSLOPE ALONG THR LING OF STAKES. 6'11AK. s• 3, STAPLE FILTER MATERIAL TO STAKES AND EXTEND 4. BACKFIL.L AND COMPACT THE EXCAVATED SOIL IT INTO THE TRENCH. Ta r IIII -" Jill SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 1 F off 1 I A A / Q1111 41116411111 POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control Sherwood and Wyant III-25 Plate 3.05-2 thrust block one trench width Plate 3.18-1 nI - 157 0 6' dia. schedule 40 3' steel pipe filled with concrete and painted T yellow 7 O O 'dia. concrete. encasement BOLLARD DETAIL direction of setting to be approved prior to Installation 1 °A rmulred t- CGnOfete I t'-(r sq. x 6" deep FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable valve box locator � mechanical Joint swivel tee with 6" branch Proiect Description I RFIRAP Plate 3.08-1 Abundant Life Christian Center Assembly of God Erosion and Sediment Control Narrative The purpose of this project is for the construction of a 9670 sf congregation hall at an existing church. Existing Site Conditions Part of the building pad was built during the original development. The rest of the site of has been developed as shown of the site plan dated April, 1990, by others. Adjacent Properties Frank Funk, Sheila and David Jennellle, Bruce Welch, Louis and Nina Hoover, Glenn and Iona Combs, Chester Simmons, Lewis Boyer, Ronald and Robin Strowsnider, and Arley and Bessie Combs own the adjacent properties. Soils The soil conditions are taken from the USDA Soils Survey. The soils on this site are Blairton silt looms (#3B). These soils have moderate erosion hazards and low permeability. Erosion Control Program • Install silt fence • Install construction entrance • Install inlet protection • Install outlet protection • Install check dam Maintenance Program 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or improved immediately. 2. Furthermore, the contractor will make a daily review of areas of (construction activity to insure erosion control effectiveness. Additional measures will be installed immediately where deficiencies are found. 3. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, excluding the road surface. 4. The Frederick County Department of Public Works and the Department of Engineering will reserve the right to modify or add erosion and sediment control measures as needed by unforeseen events. Seeding Schedule 1. Topsoil will be spread at a 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 23 lbs. per 1000 sf (1000 lbs. per acre). 4. Seed mix will 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. 6. A hydro -seeding process that will accomplish this goal will be allowed as an alternative. Note: A land disturbance permit from the Frederick County Public Works Department will be required before any site work may begin. 770 765 760 755 750 745 0 ADA St'd "Handicap Parking Only-1, & "Van Accessible Sings 6" Conc Curb Exposed erg. i P, 412 Concrete ;n ,,: S'..: °ram•` g,:°.,:::.::::;. CG-6 Curb2'in I 2 Z.C. Painted Symbol Handicap Space 8' 5' or 8' TYPICAL HANDICAP SPACE AND RAMP DETAIL Precast Wheel Block o 0� 4" CONCRETE ' 3000 psi W/ FIBER 4" 21-B BASE STONE SIDEWALK SECTION V . • Z 8" CONCRETE • W j 3000 psi ::• W WITH MESH �J •'' rr L 4 21-B BASE STONE z DUMPSTER PAD SECTION U J T N ED pp c° C4 d N I 00 N N c •- zN J Q' I I 6" 21-B BASE W _' STONE W �� 0 4- � o� FIRE LANE c aX C) SECTION 0 � X `� (BASED ON CBR-6) Q) c > C: L c D W (n w 00 E ® ® C>O to I i � 1 I 1 I Prop 21-B I I Prop 21-B Ex 42" RCP ; L00 = 766.30' s ulwa 2:1 I 765.36' ; I ___ _ __ _.� op 24"_RCP C) III I _ _ - ' I i Pro Grad p s 180' �9 i - I Prop 24 , RCP C1 III i z I I -_ I 16' ®? 0.625% f f I 1 1 I I I 1 I I I I 1 I I I I I I i 0 I 01 a 1 I 0 0 ! 0. U 4 on{ I R - O __ ___�_� _�_ i __ V2_ .. rq O In O I GO O y O GD y O } d I co C'2 Do on w w J rn 5m o I I w cv e, .. lam a;nw I e, o I q a� FBI f wm Oil O ! II j { I O Oi O Os. II O i O O O 7~ , , II co II Co t0 � n � ll ! 1 + I 4 .�, .�.1 02 a j ! 1 I � a a � ° �1 t m a 770 0 -� I I Z 0 (EU C a E U F765 W IY L a > to U � E 760 0 w Q 00 I-, 0) � M 755 rn 11ZA � �r '750 °° F745 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 Proposed Storm Sewer Horiz 1 "=50' Vert 1 "=5' Abundant Life Christian Center Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) cast in place access door, standard centered in top flat top for (see note 1) 4' diameter varies 2' max. manhole at property line finished (see note 2) grade roadway box 2" type K copper 3' riser section tubing (no joints j� for 4' diameter from main to N manhole with cutouts curb stop) saddle with 2" min. ' corporation stop water Solid support blocks main under custom setter ball valve curb stop 6" stone bedding with FIP ends, with 2" gate valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal' 8" a) in non -traffic area - model no. S1R3030 - b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 Assembly of God Stormwater Management Analysis July 13,1998 Background The site is located on Rte 647, Aylor Road, across from Fredericktowne r ("Jill subdivision. There is a church currently on site that was developed from a site plan by I� others in 1993 that provided stormwater management along Rte 647. Pur ose The purpose of this analysis is to establish stormwater management for the O construction of the 9,670 sf facility and the construction of an additional 0.32 acres of gravel gravel lane for the fire access. Q E- O The site we are developing contains 0.54 acres and has a two year runoff rate of Z N E Z 0.85 cfs. The ten year runoff is 2.94 cfs; therefore, 2.09 cfs has to be shaved from the total W [� w basin's runoff rate. O (� ``I Q O There is an existing 42" culvert under Interstate 81; however, this is a high spot in Q U the interstate and there is not that much area to justify that culvert. For this analysisZO � have been very conservative and proposed that four acres are draining to our site. The two Z year runoff for these four acres is 12.7 cfs and the ten year routed runoff rate is 7.0 cfs for W a 5.7 cfs reduction. The 5.7 cfs exceeds the 2.09 cfs and the County's stormwater a W W W management has been met. Data Tabulation The following is the tabulation for pre- and post development of the site. 0 (z, Predeveloped Conditions Area = 0.54 acres 0 C = 0.3 (field) Tc = 5 minutes 12 = 5.3 in/hr Q:z = 0.85 cfs Post Developed Conditions Area = 0.54 acres C = 0.9 ilo = 6.8 in/hr Qio = 2.95 cfs Increase = 2.09 cfs Offsite Conditions Area = 4 acres C = 0.6 (Interstate & Median Strip) DATE: 6/24/98 Tc = 5 minutes I2 = 5.3 in/hr Q2 = 12.72 cfs SCALE: n/a This basin is routed to a 24" CMP with an outflow of 7.0 cfs in a ten year storm. Decrease = 5.72 cfs DESIGNED BY: GRO % Reduction (5.72 - 2.09) / 5.72 X 100 = 63.6 % JOB NO. 2013 SHEET q OF f ccD m CD CD z CF 3 TD m a) 3 QJ C E m L U L.7 QJ J Q 0 / Y O 3 / Q cn / Canopy Roof Line V Z W W Z Z Ui Z W W ri 4 w F4 Q c Lo co 00 �00 co C\2 a �LO o I x LO� q o� �Ln a .a LO H w DATE: 9/18/98 1 SCALE: e Ph -se One DESIGNED BY: M.V. Thi"s p-lan is for Informati0onai -our-Doses on--y. 225 Seats JOB NO. 2013 U V z w w z zou wCD Oj CC) E: I FE-: 11J Ln �I U) 8' m W jo _ -q- (U = L Ln (,j a) N r- L � W s 3 U a X O 0in - n,Q LL- (T) O ® ® ® ® O Off i ® ® Q ® ® 14 L N � L c+ TeadIn Pea o W //'I F`� d ar It ns �O S0 8 Utility Room Work 9 �s o Classroom Classroom Classroom Classroom Men's Ladies' Rest Rest Kitchen Room H Room Room � � � � � > Storage Room Reatroom Y Hall -4 W Q � S Education Office � Children s and Youth Service Area o , o 60 Seats 7 a p Double Classroom Classrocln Classroom Q�� ® Assistant 's N Ic' Y Office Office ®W®F]®®® 8 D -------------d° 9 1 10 �I 00�` 11 New Vestlblul o E, 91 6' 2' o W E ~ O w Q E-- 2' 15' 8 2' 1 1'-2' V_2' E-+ �D n� ^wH p21 0 Approximate Location of Existing 1'-2' Sewer Line 1,_2• �4Ny F+ 1-2' Existing Sidewalk 2 6 2 2' 6 C 1 m 2'-6 Co u Canopy Roof Line DATE: 10/19/98 Phase Two SCALE; 1' = 8' DESIGNED BY: MV 0 ThI*S an is 0 for informatt'onat purposes on-y. 409 Seats JOB NO, 2103 SHEET 6 OF Ref.Flle - c:\documents\cfms_locol\ref\s8688.dgn Ref.Flle - c:\documents\efms_local\ref\s8688cr.dgn Levels On -1-61,63 Levels On - 1-63 Ref. Flle - c:\documents\cfms-1 xol\ref\s8688ut,dgn Levels On - 1-63 Ref.Flle - c:\documents\cfms_locaMef\H8688.dgn Levels On - 1-63 Ref. File - c:\documents\cfms_local\ref\D8688rw.DGN Levels On -1-63 Ref. Flle - c:\documents\cfms_local\view\8688\d8688\D8688_06091#le - c:\documents\efms_local\ref\r8688rw.dgn Levels On - 1-63 Levels On -1-63 Ref. File - c:\documents\cfms_local\ret\ru8688ut.dgn Levels On - 2-63 Ref. File - c:\documents\cfmsJocol\vlew\8688\d8688\D8688JO.DGN Levels On-1-50,52-63 Deslgn Flle - c:\documents\cfmsJocal\vlew\8688\d8688\d868%DTUgn- c:\documents\cfms_local\ref\8688a.dgn Design levels on - 1-50,52-63 Levels On-1-50,52-62 i■ W , � J I � IL oa SEE SHEET 3 FOR UTIUTY OWNERS- RovrE '647'- W �� I I PI.NO. l0 _____________-------`��¢ 1 •30.49 (o) - I P1 " T A " i��'��35'LTe DELTA 019 T M 138.37 IIo -30 L 4.27000.40 PC ? 128.92J2 fa) rn 8 42 lo) �n PROP. TEMP. SLOPE ESM'T. o, rn orn U)M oo� I+vl I 1 I I I 0 >- LLI o a m �- >zo o Li � Z to W 0. 0 o > D = w < w >) V) 0 U 0� V w 40 mpp/ /-, \ TRUSTEES OF T HE E ' 3.70,/v1/ Iit I I I 1.►HRIsr/m UFE CENTER - LS-120/1, II ASSEMBLY OF - \ I l/1 i DB 67DB 9 FG 486 �� i �� \ g7� 8T 'c 73 \\� I 11i ii i /7.63 PG 765 111 i' +[•11 •30 \ C � 5 AC 27.5' I I ii i "'BEGIN CONSTRUCTION I I. , r�10[270-1 L32] ?3J I \ !;! FREDERICK ROAD •42' Q i I II � 41 Pov. ParkiT.•3 _6c 73 � ' (27.5 v°27.5' 0 I a \ •73J � I �., 10 c � � � 4 [•53] I 27'D' V.PROP. PERM. DRAINAGE ESM'T 0, ; �r \ u REVISED DESIGN FEATURES RELATING TO CONSTRUCTION 718102 OR TO REGULATION AND CONTROL OF TRAFFIC 7119102 MAY BE SUBJECT TO CHANGE AS DEEMED. 11112102 NECESSARY BY THE DEPARTMENT FHWA STATE FEDERAL AID REGION I PROJECT VA. THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION, PROP. TEMP. SLOPE ESM'T. STATE ROUTE I PROJECT WINO. 647 0647-034-223, C501 7 REFERENCES Route 647 Profile and Grade 7A Connection Profile and Grade 7A Entrance Profl/es and Grades 2D-2F Drainage Descrtptlons 2G-2J Ditch Details 2K Survey Alignment Data lC Constr. Alignment Data 10 9-02) PROP. R/W __-=- -- ._...��...r� _ ---_-_ .._..w. _ a•Yt..FMli.16t r .. _ r - III , .+.../> -/5 7-7 __-� ___________________ _ --. ----- (2) 24 rr I 7-8 �. ..., .- ^ .w.. _ _ . - .. _ _ _ . - - - N J - 7-11 - _... PROP. R/W 4 "'m Req'd 7-8A N - 7.3 O o o O o o a 08 - -- -� -- - -- - - -- -- - ' * . - -- -- -- 'TR. •- d. 30'R 6 30'R _--- -- Std. CG-6 Req'd ___..._...........�..-.,.....,.-...-.-, ROUTE 647 AYL R RD CON 7-4 r,l"n", � ,,- .....� ,�„_,,, - ro I N 1' 13" E Std. CG-12 Req'd e Std CG-6 R d -- ____ �° - -- -- -.. d. CG Std. CG-12--R�¢d_ T /r� Rem '' °� of Hoge N 25R' 25'R _ e • - %4 _ _ _ _ _ , . u� - - _ _ _ _ - _ - _ _ - -� I ' -- 15 - 0, ASPHALT CONC PAT H W „ W-� - - W -- - _ _ _ _ x ,. N - Std. CG-6 Red T /Tq _ -- ...... ° - 4 .34') ` - - ' CONC• PATH \ ,_ _, -l2 9 . . .PROP: R/W ....... W l5•i v. In 76 To --- d�ne�, T _ _ _ _�":►� �, t G-6 R d - Std. CG-1, - _ r _ _ r .............. , T-it- o- _ _ _ _ S d. C eQ' -- Pov. Rte. 647 ey/03 d30.2F° - - / _ ` _ � -/ . _ . , ..... T lT.� \ -_ .. 7.5 _ _ Exist TAT-- �---- c + lfY ASPHALT CONC. P/�i'f/ Std. Req'd 8 • _ _ - -- - - - - - l� _ ■ - -- 34A' n9 /W PROP NE DF ur rn�pr A V. /n -_ ; - - _ _ _ _ T 8 Removes / }- 3 4 / R T"---^T Tg_ 9„ W 130.90' Existin Beo e 76/. v. In 760.5T _ _ 4A' -- ) g R/W - 3 38.4 - - - _ - - - _ - - _ _ •83.4 •I4.4 Te Construction Esm't• 4g 1243E 70.36') 1 _ to eC P e l y 7-9 -_ �•01) X-----..r._ -. n � _,__,.___-�-_- � ___._ __ __ ----- -- \ I no' � �/ � � 2�-To Be Removed - - -"- - - - _ °) ' _"' . • 1 I i� l o 36( Extst�n-1 r- S _ R Z C """ •- -., �''S'" 1 ^� / I11 �/T - g + (lV 47°2------ 1 ;p (N , 3„ + To Be Removed •- / 4 0 • 8 Spruce PROP. TEMP. SLOPE ES IT. 9s� b \ -, 1 / / �! v .�( 4' Woo x x - -- - - SL PE GSM T. _ ■ 5 E ---__ X P P• R/W ge ` • -- ■ r . �, , 58.3 "� I ) / / �° PSG,�� x \ ,C�D den Fence +� 6 „S "` � AN -` " " �Q�g .%�, - •15.8 C, �` 0 /6" Ma le Exist " ~� � ; ; cn � - c xis in ray. PorkJng + DB 745 P��S . �' PO°�� p DB 755 305 �; ►� 8�I� ' •72.3 ; 0. 529 AC 5/l ... • 4 Q) � / / / / lR - HPB 8 PG 285 i i I x / St. ''� �' o rn w � - �i �. L.0 � i �• ' iII � T /T 9 Br. ' 4" Dogwoods �5_ 4- O • N i „- - I r ----_ _ -- -_ X (N 47°29'l9„ _ _PROP. PERM. , 9 ; v� oP `� "� / / '�� rr �► 4 Dogwood- ' �- - - # c l2" Boxelder Ii I �� '� `'2.5-�> Dwell pRA/NaG'E £SM T: - - - + b l4 Maple cv-�'p . to / +�4 I i E 119.21 ) w/Bose Q Q a' �' �` �J it c.> '� / / `�� , xcv+ © �i i o a I�� i C & G III � Q o�' a, �` / i / �n ' / l8" Ma /e LOCl/$ c' c' , `� c': ` iI I tom, II , I III o82.4 0 'ram 4 �` / i �' p �' HOER �� c c It a3 i , 4 BYO Boxelder S eri s I, I b *� _ II 4 Pines a3Z-4]] �, /,'� , / , P N/NA E', Jy �\ �\ N V, .�,• p I o Ln 023 3 / / �a i 1-0 DB 602 P ER g �o � III ci II a G 66311-4 �Q.P� �� Q Q 0.55/ AC ,� 1� S `I I►`� • Pay. P 71 B r i y r I orktng k, I St' 1 ° /' P Q+ W „ III RONAL.,t� l�/, STR Dwel I l4 Maple , 0 7-13 \ // i �i /6" Maple ;I i �' o ` l2 Maple 1 i v OSN/DE'Re JR. Q r, /6.50' Rt / /s" N 1 , 2 St. Br. i� o i !�/N At. STRpSN/DER a I St g e d. I 'ter Br o . I ; , Dwell w/Base Ii ' N I ,i III Ll I ff \� ' 0�� 36 Map/e Es I I I II �r EW-/2 Req' I i u N Q Gara9 �/ // �� Q, , � III DB 8/l PG 8/4 � � I J � � ; ; �. , � i+ � v i i' III o 1. ll3 AC 1- St'd• t4:i S10pe) �x i nCe Y l 7-14 j j III i i '{-1 _ _ _ _ 2_5 C ' G _ I i' d den I St. F I & o 0 0 ' X Q 3' Wooden _ Fe - �� I c •)s ,o, CIO + I o ' ii i Ni i� - -- I Q Wreck Dwe DAvID J/. J` 4 3- - 01 ' % �t'd.PE-► Re(d Pdv. Entr. _ _ - - l +04 20- �' I Wooden i� �, x LA M (,.1�1 SHE/ NEL.LE' •29.6, (•44.4 l j4 S e - - % en Fence x / . S� <`� 2 St. Bl. Deck I1 I 111 d Aft/E ✓E/�//�/ / . Grdd _ - Wood .o d, ,I , 1 r\ OB 8 E •3.0% - _ _ _ - 3 ,r �, `� Goroge i i Ii 32 PG /452 47' ? I _ _ _ _ _ - - - W I %� l6" Map/e ,t . �' ode 10 �D c S r I i� r i �1 2 St. r. 0.415 AC -29 44� /• 5 +��`1Y,` ,. � �r �•Ar��/ �, II � 4" PJne 34.6Y [!4 6„ Ma //.y2• j, o / b % r� �' �p Ii i I Ii X 25 d f� Q a� N o • ^� "7 ti o (S 49°47'48„ W _ /l.21 �, 7-/Tg (AATFI) c�� v�0 �� `� V N O 57' 5T' .'� ° 165. 59' F•, Q� ; wv , Ac `O "� ^ti Iv. �i +1i i I Ii ❑ (N 49 00 00 E r•44 I� I ( l J 2- re% Ped's. Q 4 - • • . 11 1 111 �] 0 \ Q I 48/ � • N ± � (N 49°4T „ E- 169. 96� f�,, t� q � � ENTERPR/SE'S� L.L., iII 1 � III END CONSTRUCTION, Choln/Ink Fx'`----� e DB 900 PG II40 Pay. o _ - -1 i FR DER/ K ROAD k ence k o N 2.046 AC II _ _ _ ,I o Entr. o - I O Tf/E"LM,q z pAU _ - - - - - - I ct II o STATION 32.25.00, x ;I,�' DB 6/7 NEWuN ° I NArE' gArr '' "' �' ;� ; ,h x 0. 360 AC Q A H. srRO$N�,oER Q -� � I 6„ Maple ., ✓ JAN/r q l ' �G''C/A '�f r I OnG', j� - l sf• Br. V• .Srfi QSN/DER l �t er, /�� I I x"lL�,,L�.N R, ,BAr"i" x �n d lob I I Dwell 08 54/ PG 228 Dwell 12" Mo le to 1 I DB 903 AGL./A / St. X ,I I y rr C and m Denotes utllify easement r d for 0.380 AC P N I 'O f I 0 433 986 Garogex k = _- _ _ _ _ _ _ i o Woodell I - _ _ _ de Allegheny Power and Vert on Virginia. lnc. _ 2 n x z Deck C Not ; Figures in parenthesis and dot - dot . dashed o I V,, � .Denotes Construction Umlts In Cuts /Ines denote Temporary Easements. W I l St. er M Q F I W 6" Mo le Dwell Denotes Temp. Slit F Req'd Q SCALE _ , Denotes Constructlon Umlts In Fills N e ; Figures in brackets and dot -dashed Imes �' I P Denotes Temp. Filter 1 rrier Req'd NOTE: SEE GENERAL NOTES FOR E&S LEGEND , denote Permanent Easements.-'� ^� 0 25 50 PLAN NO. PROJECT FILE NO. SHEET NO. A L64/-U39-ZL3. I I 7 C50/ Design File • c:\documents\cfms-local\vlew\8688\d8688\d8668e 6.dgn- c.\documents\cfms-IcoaMef\8688a.dgn Design levels on - 1-50,52-63 Levels On-1-50,52-62 ..II a SEE SHEET 3 FOR UTILITY OWNERS ca m � zilw D Q 4 0 9 Ln �r m oic, I �I I I I a2s I I II o V) 0 a o >- > Z 0 W W X Ud QLd (n (n 0 0 (Y Ref.File - c.\documents\cfms-locol\ref\s8688.dgn Levels On 0 Ref. File - c:\documents\cfms-local\ref\s8688cr.dgn Levels On -1-63 Ref. File - c:\documents\cfms-1oco!\ref\s8688u1.dgn Levels On - 1-63 Ref. File - c:\documents\cfms-local\ref\H8688.dgn Levels On - 1-63 Ref.Flle - c:\documents\cfms-1 col\ref\D8688rw.DGN Ref.Flle - c:\documents\cfms_local\vlew\8688\d8688\D8688-USD9#le - cr\documents\cfms-local\ref\r8688rw.dgn Levels On - 1-63 Levels On • 1-63 Levels On - 1-63 Ref. File - c:\documents\cfms-local\ref\ru8688ut.dgn Levels On - 2-63 FHWA I STATE FEDERAL AID REGION PROJECT Ref.Flle - c:\documents\cfms-local\vlew\8688\d8688\D8688-07.DGN Levels On - 1-50,52-63 ROUTE ATE PROJECT SHEET NO. 3 VA, 647 0647-034-223, 6 C501 THESE PLANS ARE UNFINISHED AND ARE NOT TO 6E USED FOR ANY TYPE OF CONSTRUCTION ' •46 Shed �r REVISED DESIGN FEATURES RELATING TO CONSTRUCTION 8/19/0e OR TO REGULATION AND CONTROL OF TRAFFIC 914102 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Fr. 0 Shed ° �, 33` 40d, �ai�� 0 0 J b [tz)•4 • ROUTE 647co I St. Fr. 522 PI.NO. 10 Ln 015 Garage PI. 130 30.49 (a) w Shed r' 5' rJ 30J, DELTA - 7'54'55.35`LT. [[.36 � � C 52.2 T - 138.37 _ - _ ` 2 St. Fr. �" L 276.30 - �; ,� _ , Gara e Fr. `�- KENNETH B. SWAIN Overlap In I 9 BESSIE F. COMBS R 2000.00 Property Lines + N ~ ; Shed 013 �� DB 288 PG 486 �' PC - 128.92.12 (a) 0" E p 21,5' ' cL o l ° 25 AC DB 310 PG 599 PT - 131.68.42 (0) ) 0 • �.. 0 0. 76 AC 57.7] o CLARENCE H. BOYER o V 40 mph 8] oil o QAReARA C. B0y'ER _ _ 3aoi ' 0l7 28 LS • 120 o - - - - - - R R N DB 374 PG 648 co 8" Maple �� F- + d- L. MOGLE I c rn 1" I DE80RAH K. MOGLE o. l4 A o 50 I *20 4 I N DB 456 PG 388 1 `) Fr. d DB 628 PG 90 Shed 0.67 .,2C ,' _ Wooden c Ln l St. Br. Deck �I °------------- --- rn N ' c ' .0-) Dwell w/Base 009 CO I W Wooden Deck Li •50 N N 26.3` 14 Map le vj 1 St. Br. 37' ' [•50D] �- •97 Dwell , 26' b 26.3 TRUSTEES OF THE ABUNDANT LIFE N `, o 9QCHRISTIAN CENTER ASSEMBLY OF GOD °C215'� I [•5.3 ------- RALPH S.GREGORY N •89�W 2/.5 �� 36' I in DB 669 PG 486 2Tr50' CAROLYN P. GRE(�RY � 1.5 St. Fr. ' � w � 52.6 � l.5 St. Fr. , 6 • C•32� Gray. Entr. "�'`"`' �'DB 679 PG 765 •92.12 DB 836 PG 880 Dwell w/Base �, 1 l0" Maple Dwell w/Base � \, ' .. 34 o z [ 9()� I ,� r .gT 1 - _ _ 0 17.635 AC DB 778 PG 1289 (lot) _ N r c 21.5 c I \ / i � I 1, P I ° 30' l8 Maple �� I , " " _ _ z /2 Tree lB" Mal b '' I 3 0.7/23 AC 00 w 0'1 '� I 6" Magnolia [•3l•7 ' �' `� ezzr C 33 I rn. , p I I 36'��85j Q-) (+g,p) z 2I.5 31' rn cn 'n C I Nn • � � 4I � I (52 • GJ dj y.'f � N Z w I i�J � �Ll I � P T N c� \ I rn CO3 PRO. E . _� 1 (53) (�, . �a I.5 , •� ° �n (2-'S 1 PROP. PERM. ` •32 ,� , ... , w SLOPE ES T. 85d N \ 89� I `� *I6 PROP. P RM DR AGE ESM'T.. �' •�+ �� i �� •r _ '� � � D�?AINAGE ESAI'T. 215' .c � i '..' ,I M I "Spruce +�71 � i � � `.,-� PROP. R/W N Lrsh 'T8 Ma le _ _ 14 Mo e l8 W!llow _ cn '� _ . ..... r _ ..... _ 8 ape PRO R •-.-.-.-P �. ■-•---P ._ •- ■ .�.■_._..,...�. .6.■,3, .Y_■-� �- ...■,_ _. -- _�=3/�-�. �-i �i�. 6.Sprlrce..----. ,_._ PERM. ESM cY. ® � _ • - - - - 1 • 'S't'd. 4 -Fi • ' -�' o I o � -- PROP■ �i`�Mf'. - Q I - -- . -- ; - • -•� ■ _ ,-.� .,. - _.._.-._ .... _ .r..,.r. r.._ w....i■ ...■.° r •R ^ PROP.X?/W �� 24 Maple ._. -- �- 6-q SLOPE ESM'T •--,�.�..._ ._._. ■ �._._,_. ._._._r_._._■_�� P _.rr.,_.�..... _■ . • •■.� ■■ .•.■. .■.. ._.. •.'.y .••"�.•■T.i.- _ ■ ■.■t O • . . I,• i� �� fi-5 • . � C - - r ,�..rtL x•,w.. ,+r..r+...+wwr^.�,,,.» T/T . - . _ Zt _ _ ...... _ _ mix _ 2 _ - - - ` _ - - - - _ _ - - - 'Idflned l5' Std. Raga _.14 --- _--------------.- g -- - -- W-- ----------------- -- ------ - 2 q'd- - s iris Std.CG-6 R d irkI ! --�W ' �' i i �, N 37° 12' oo° F T DUT E 647 AYLOR RD C0N'ST R. s_g �' W NNor P- II q. �° ( 47° 3'44" E 143. 31') N Std. CG-6 Req'd _ 36 6" E Plat I bows to CL q - - 7`Q+�eR - - ------ �-0 __ -- --- L----- - ----------------------__-_ } _-_ _-------- ---- ---- �---------�- -- -- � __ _ _ � I I Std. CG-6 R d 6-8-- _ I - Inv. Out g Std. CG-6 d - - �e _= y ----- ------------- - v° In 767.30=_� �Abo - -To-Be Std.CG-fi R d -�'01-------- - �- _L - �' -,-- ---- W z t 769.E - _" , Z 0-2 15r 6-2 ID' ASPHALT CONC. PATH St' UD- Reed. - -- 44° ,` 6 7A ICY ASPHALT CONC. PATH ;� Ln 15r 6-12 . 15" APE-N18 26 `J - -- Existing R/W `? v VI QI '-/_ _ - _ 1 I C -"` .•.' -.-. ` ` • zi e • r ..r +r ""' r i Y■■I . . _ . r.. C 1. . _ ■ ■ -' '. _.f. Gray. " M pie .'. „-w . -� • ... , . ` "` - - I I ,� _ ... "- _ ® •, . • _ . . ••.. r r... _ • 4 _ • _ _ • _ • _ "T' L./VgwoVd ' "fir V I l ' .man _ _ .- _ ....... ` . , , ,PROP. TEMP. 6 /D J +o rw- r • . . ^ r • r r •�. on"" -- _ _ _ _ _ - (/j4 (A} /�Q�%/ l� (�� ( o ' I SLOPE' ESM'T. ' .II. .■r• . p ' ■ ■41 Y ■ Y ■ ■ r ■ •I.r . .r . _ r . _ _ Y _ • _ i +..._ • r • _ ■ _ r ■■r ■ W r rrr ■ ,Ir ■ ;■�■ ■ _ • _ ■ wr • Yr. 1 ir% �I .✓� .r . ■ rr ■ Y r■r ■ ■■Y■ , _ Y~ Y ■� ■ " .... .{rl�.l �■ �'■.� ■ •■LY"t ■.. ■ Y.I. ■ ■ ■■r ■ 1■M ■ .YW Y tl■Y Y•� �IYr■bl O ■.. Y i"MIY' ■ YL■ f eI■WI YY�. Y frl Y W■ ■ ■Y■Y ■ .YII ■ .rl ■ �IM110 d1 ■ Y. Y1■r Y 1■.r Y . ■ • rr■ 1 rr �rr . rr1'■ i w ■ Irr ■ �• 1. ■ _ • .ram _ r _ • _ . _ • _ . _ ' 8" rch Q) • - . ■ (D �J I `� PROP■ PERM. (�4g ; + o ® � ' � 1 W i1� CO�, I PROP. R/W °' I I DRAINAGE ESM'T■ D0.6 I I W i 40' , C) N S ' ', 2 St. Fr. l -4A PRDP■ TEMP. SLOPE ESM'T■ �'.o m I ' I •80 LU o ''; Dwell 6 Twin PROP. TEMP. SLOPE ESM'T, PRDP. PERM. D NAGE ESM'T o ' �/ ' �' ' c I Cedar 34.0' o , o , c DI , -� I cL PROP. PERM. W N o w 1 a 34.0' / •53.3 � �' ; ' ; t _ lSff�9 AGE ESM'T. TiFuP. In• I 58 4" Cherry I I i t + _' r - -' j q oo ' I I � Q ', I S OPE ESM'T � r-' 0 1 u LQLLj Ln • I I ,� , o , c 56 � ( 2b, 8) I� W I I I. .Dii' �U II I �' J N 2 St. Br. • 2 2 do- o N (N48°20'E) ©� r,-, C 34.0 34.0' N I St. Fr. Br. & Fr. Ny C 432] 53.3 4" Cherry' w; & Fr. Dwell o o cU f-• o (22. 3 )-. - W -A L6 , a ry LU L>J 34.0' �n Split Level , � Dwell o ti Q 43' o 5' ;� ; Q N •00.6 Ln 34A' w, .D' N o o � 30 / �r Sf e I 302 452 �r X l� � C,IJ I © _"I � � � I Z � � �, b 010 eta 0/2 - - ° =' 016 �) d, o C� ] w N 42' • N Nv d d ` t, a ` I.5 St. Fr. cn OD 30 45 W Shed ROBERT B. ' `' �' \ d N W RAREFY G. a era Dwell ` �' a o r �EMPST,ER N o RIGGLEMAN �. �� o ,� Wood o v 34.0' Q 34.0' Fr. SUSAN C. DEMPSTER � N �' 014 N N KAMMIE D. RIXLEMAN ``' `" �'' Deck w [•302] .4 p ph D ° t 52] B 9/0 PG 1730 C° DB 801 PG 1347 ' ' o Shed (34.(Yl\ I ' 018 `� 52' 52'0.63 AC (COMPUTED) C\JN 1.626 AC[•30] •45 o M •76B I ' 020 022 THE GEORGE WASHINGTON z ,'� ' ' LEWIS A. 80YER,ll 4g 4g HOTEL CORPORATION*ET ALS �, INST.# 010009928 MAT T HEW G. GROSSMAN 057 •T3] ['I5] Z' DB 389 PG 616 rn w � 349I � 0.512 A C � -- . , o MARIE A. GROSSMANG M021 DB 418 PG 152 N �•76.8 ry t I ROSS .0C C D8 734 PG 346 o o o �I ; DB 907 PG 908 ONARD J. CLOWSERS cthV Q 54' 55' l.16 AC (COMPUTED) �' " - 4T cp Ln, Fr. 0. 402 AC FRANCES V. CREGAR JULIE M. CLOW SER a •T3 C•l5� ° 0.52 AC (ASSESSMENT) b " N NI b DB 935 PG 1388 DB 955 PG 1572 C C9 iLLJ I 0.396 AC 0.391 A 55' O �r, uy , I St. Fr. o a, d 4 2 Nv rn �, o [•89] ►� 2{00.00 r� I shed o �, o o�OD REFERENCES I `" rn Route 7 Profile andGrade ,' ou e 64 P o e a 6A �1 1 �, , 4 c� (� � Entrance Profiles and Grades 20-2F11) / Z S f F , + , I N N °o N Q co Drainage Descriptions 2G-2J �we�� r LFLand m notes utiii easement req`d for C Duch Details 2K x I egheny Pow r and Verizon V1rgin1o, lnc. O Survey Alignment Data IC r-C Note : Figures in parenthesis and d - of - dashed x Denotes utili easement req'd for cc Constr. Alignment Data IDW-1510 L _ _ _ _ _ . Denotes Construction Limits in Cuts lines denote Temporary Eos t »---�--- tae tes Temp. Silt Fdnce �Req' Hand ®Shenond h - oo G sCompany l _ Dlenotes Construction Limits in F111s g De Temp. Filter 118o&fer eq'd SCALE F Nate : Figures in brackets and dot • os�ed lines �»-_�_ , ' denote Permanent Easements. NOTE: SEE GENERAL NOTES FOR E&S LEGEND PLAN NO. PROJECT FILE NO. SHEET NO. A 0647-034-223, C501 6 - -------..........._- -- _-_.--- --_.----_-_,._.-^.._.._.....-..,..--.---_---.._......-_--........-._...._.___.___-__---------, •}.�a•80-ggggp\aus\fold\(JOd�1SIP5\\ ld-savor }oo•�j-o\dS0\10�d\O�dS1SI(d5\\ Wd 6ti�L��L �BmZ/ZZ/I t \cf cr. n Ref. Flle - cAdocuments\cfms_locol\ref\s8688ut,dgn Ref. File - c:\documents\cfms-locol\ref\I-18688.dgn Ref. Flle - c:\documents\cfm s_local\ref\D8688rw.DGN Ref, Flle - c:\documents\cfms_locoAv/ew\8688\d8688\D8688-OWSNIe = c:\documents\cfms local\ref\r8688rw.dgn Ref. Fl/e - cc\documents\cfms_local\ref\ru8688ut. Deslgn Fl/e = c:\documents\cfmsJocal\vlew\8688\d8688\d868�?8;dgir c:\documents\cfmsJocal\ref\8688d.dgn Ref. File - c:\documents\cfms_local\ref\s8688.dgn Ref.Fl/e = c•\documen s ms_locoMef\s8688 dg dgn Ref. File • c:\documents\cfms_locol\view\8688\d8688\D8688_09.DGN Deslgn levels on - 1-50,52-63 Levels On - 1-50,52-62 Levels On-1-61,63 Levels On - I-63 Levels On - 1-63 Levels On-1-28,30-62 Levels On - /-63 Levels On - 1-5052-63 Levels On - 1-63 Levels On - 2-63 Levels On-1-50,52-63 THESE PL�NS ARE UNFINISHED REVISED FHWA STATE FEDERAL AID STATE a SEE SHEET 3 FOR UTILITY OWNERS DESIGN FEATURES RELATING TO CONSTRUCTION 7/8102 REGION PROJECT ROUTE PROJECT SHEET NO. AN NOT TO BE USED FOR OR TO REGULATION AND CONTROL OF TRAFFIC INNIIIw ° �; BEGIN CONSTRUCTION ANY TYPE OF CONSTRUCTION MAY BE SUBJECT TO CHANGE AS DEEMED 7//9102 �/ 6/02 V ° WESTMORELAND DRIVE 0/9 NECESSARY BY THE DEPARTMENT _ 3 V�, 647 0647 034 223, 8 y 019 STATION 40*I7.26 C50I W TR�,SrEEs OF p' e 6�� / C1, X CHI /Sr T jy�c and (j Denotes utility easement req'd for /. 7� , `T � S ' -- /' CENTER ABlJI�D,gNr L./f" Allegheny Power and Verizan Vtrginla.lnc. tTq ss,,� 45'03„ w4 X--- --_X DB 669 ASs��1ecY � &,� • s /00. 00� - -- --_ _ --- X DB s79 p0 486 OF �d C ] and 0 motes utlllty easement req'd for 5/.66 -- -'`- - PO 765 Verizon Vlrg nla, Inc. 19 . � S I PROP. TEMP. SLOPE ESM'T. , (-X X /7,635 AC 4�14' z � <o �° �_( 45 03 w ' /00. 00' J 025 s •� 04,70 /� UZ � V 27,5 SCO77 D8 930 S 4Or \ f' X F go 43Jr DB 930 PC S�� 0.459 PG 862 0.4527 860 44' AC C 0 ° C 566 PROP. R/W kj o I ROUE 647 AYLOR RD CONSTR. ___-___ ° _____ __ __�__ _ �_______ 00 J -- Lu Std. CG-I2 Req'd O ., i� Std. CG-I � ` , •. ,� ' '` ci i Std, CG-6 Req'' 2 Req d � 8-9 OF.•" "��/ �' \ \ \ co `v , // ram- z z L(� ''"�".++ rr - ' /0' ASPHALT CON 18 z 15 C. PAT \ h Sr p \ �..•• H © do 7M a• �,t , ��'s C o r\ ,� / 33 Ln G ----------- =,;_�, St'd D-4 Req'd. 93 '�'�.'V �. ,/ �►,� ' �� .renp,Co 35 �'�-_..._.._.._.._.,. .�..�-;•�,� .-----...__.- Sr . 8.7 027 �� `Q� PROP, UN �£°Sn PR P. ,�' 51. a�' ,..-- c6 / ;' '� l�' E rr ;� _ 2, PROP. R/W , , R4AIX aF Acotiis�r�o T � � °j 55- •- ... -� /'' '8D _ _ ._,-_ z +49 • - . 8-IO V'd / Ada► , , DB 251 PG 5 M• FUNK Q DPG Temp. Canstructlon Esm't. -- _ o `'. , , ��'i �,, . 2 AC 49 ® OF ,cep 495 41 _ . , r�z\ 6.� 8-5 - , r w o . b z Op ( 3,4 R r y /2{ jn._ 39° 33 7 n ♦ ` , •� L/ l [ o �- -r `' l p\�` o V \ cL Ln ,� - - -�_ •43.41 . r Pov. Rt - - _ _ �xlsi' _ �, �. , y '� , , �' `. d' 6'�`- o 029 _ 47 _ 9 R/ v o I �A _ _ w Y ,gyp• � �+ r — ._.,_= _ �\ ,{ C \ � ♦ � � � � ,., � N n , b ` — ' Rt. _ _ - - _ _ l2 , -ll OF %C'6 9 ' ~'� '� �'��' ♦ ' �� PROP R/W �� i F L \ I - Sr . l � R _q'd. — - w - _ _ _ / %rg �r '� �� '` -L41 S10pe7_.. �.. _�� OF '� d • �/ U, -,•.. _ _ _ , _ v�sirroN.;-- ;� I\- 1 ;r Lv / ; - ' _ ; ` -- — 8-I y #� - _• w ' 63 05,E s\�• RPP/ ,� ' ` , _ _ _ _ - - - x c�� `'. \ E 520, 3' l D9• l5/5 , �' �► �.4 1 nl / ®,' _3 EXlstin /n v. /� 760. - _ , ' _ - - - - — _ - _ - _ S I »�, '= ,� c, �-\ ` 65, 417.525 ru4 •�,. 8-IS ; --� `s�5` °� —~ , 9:, R/�' V. u� s's� \"\ - \ �'-- .0 �+ �, p � � � •� / o o •) + , /nV• In — _ _ _ S� - _ \ � �"� , >\ � y�� ''� � � � � r C• M• /n 1 � x .._. _ � .e, 64 j � , , � - X _ �•1 /n 75/. �9' S 47'45D3„ w 290. ' o 2 'Q c l� lOp - - r In 7 = - -' ' , x l - - - 00) m w o N �r lne I� x 00 J `" --, ' ST 44 a�R qY/or , o o W m �. o Cy► //,.Sq �' = 2 _o _ - b, (47°29'/ E� ( - ; -� -l6 �\ �� 0 /rl�. - - _ _ 8.p� d. CG-gp R, ok I 6 Si' „; , "- �� - r w a Q �o -'1 , N (28. 98 R 4jo 00 - - '� 75/.97 - _ _ Geode �\ �B w W z w 41 N _= I I I j� i t n° q,7 i , • (P �jRC d ( a > 3 " - I �n'`?y N �° �' o ' T` \ \� \ ��j� X _T 58 _P� �C. _ EL %J can can r , I I j a 42 ROy L,► R(/ 0.� �'`/ �° _ ,' ' Lq $ E ni II V R() 6OLPy `� _ �,_ _ _ - ' a� pav• - I BERT' I U , �, ;. ,\ rn , , 8-I4 \ -,\ X II- L. RUQ p I C/ND/,L�/�/ LPy o Pov, Entr. Q,, t'� _Iw(� ® TRj/ STE,gN x �. F� ,� l �° I `� /�, s%�-,� of _ ' `v �' `' r \ ' - - _ _ _ _ _ ui , ; '1\ �/ \ \ �j�oo , '�jri� \\\ \ `\ ,� , ` '�. �'` O0 �a,� 2 030 Q o 1 Illy L. R(/� ryE ``' '�� ' Br. q �`�,° q 9'p / x \ y �� ♦ � �' C� wooden �-� o s? I DB �RUsr h o Steps 2„ Dog o �l , ` 2?�� J o �. '� �� .� a �. " s Deck 4" M 0 754 Py sple c I I o. 514 AC 9D4 �\ - ' q °d Q �. ' � Dwell 156, 1 o END CONSTRUCTION `� a �. 28 1 W TM R AN RN W Fr. Dwel �. I I4 STATION 4I.75.00 l U q� �° FiQi X I C N ' '` I \ - - �' `, PROP. TEMP. SLOPE ESAFT. � � odes Deck `\ \ r\ j' x II \ \ \ Pov. E`ntr• � I �gR�AN � k \ t/ , 5�41.,LY A. CLAR� CA AY,q 'N F. C �pAN 'SUS„ ' 1790 �. G h I 811 P Conc. OB 794 LARI�C D� S. cP •�u. I `A CA J l lees o S/ob 626 G�(/S' c� 6„ Mo / o I I 1 4i °2g'l9„ E , 0 351 AC 925 0 348 P 2 ti r�� g�3 � � I \Ai o, o\ � � peb (N �V l5Q 00') `°° N` C 00 o I ( N � Ma,��i I I I ! II 1 •�c' 47-29119, E `on /024,E 29 /9„E/�( X—_2919 E 10�/`tQ. Djo¢� "�,P� N� Lry•I cQ®�d_DO•°0' w d xX rO ` X (N Pao/ r`\1 06��ple 0.0D�) �. S� 028 CD N - Q Note . Figures in porenthesls and dot - dot - do hed �\� ., ° _ _ . _ .Denotes Construe In Cuts 11res denote Temporary Easements. tes T Temp. SI/t Fence �'% cc F I �' N + 1 lSt Br 0 o �. Shed SCALE °� , I & Nate . ures In brockets and dot • dashed" Ines �7 ��' I NOSE!• E GENER N&ET e/FO E&S EG [ , Denotes Construction Limits In Fills �e Permanent Easements. notes Temp. Filter Bowler Req'd PLAN NO, A PROJECT 0647-034-223, C50/ FILE NO. MOT SHEET NO, 8 Design File - c:\documents\cfms-locol\vleW\8688\d8688\d868M6-.Ugrr c:\documents\cfms_1ocal\ref\8688a.dgn Design levels on . 1-50,52-63 Levels On - 1-50,52-62 J CL 2 SEE SHEET 3 FOR UTILITY OWNERS Q� r I_ fYLLI ' i■ z 0 Q 0 C 0 �M A I I I I b1 I I I�I , I }m�lo I� r°am W D Q a >j [Ll W� 2 > W 2 n L'-I V) �aina> D W Q W Ref. Ffle - cAdocuments\cfms-locol\ref\s8688.d9n Ref. File - c.,\documents\cfms_Iocol\ref\s8688cr dgn Levels On - 1-61,63 Levels On - 1-63 0 Ref. Flle - c:\documents\efms_local\ref\s8688ut.dgn Levels On - 1-63 Ref. Flle - cAdocuments\cfms_locol\ref\H8688.dgn Levels On - 1-63 Ref.Flle - c:\documents\cfms_localVef\DB688rw.DGN Levels On . 1-63 l7J Ref, Flle - cAdocuments\cfms-local\vlew\8688\d8688\D8688-9,efD6'wle - cr\documents\cfms_locol\ret'\r8688rw,dgn Levels On - 1-63 Levels On - 1-63 Ref. Flle - oAdocuments\cfms-locaf\ref ru8688utdgn Ref. File . c.\documents\cfms_local\vlew\8688\d8686\DB688-07.DGN Levels On - 2-63 Levels On - 1-50,52-63 REVISED FHWA FEDERAL AID STATE QESIGN FEATURES RELATING TO CONSTRUCTION 8/l9/02 REGION STATE PROJECT ROUTE PROJECT SHEEiNO. OR TO REGULATION AND CONTROL OF TRAFFIC 914/02 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 3 VA. 647 0647-034-223, 6 1 0 C501 0 Fr. THESE PLANS ARE UNFINISHED AND ARE NOT TO 6E USED FOR ANY TYPE OF CONSTRUCTION . ��- 7 � �.�,--{ •46 � Shed Fr' a Shed cr_ O C45] �a ROUTE 647 �. I St. Fr. C 522] PI.NO. 10 Ln Fr. � b � 015 Garage PI : 130.30.49 tot 56' Q 0 DELTA • 7.5455r35'LT. T-138.37 Shed322 R ° [[�502-&]] v c� St; Fr. L 276.30 Ln Overlap In Ir _ - Garage S r. 0l3 < KENNETH B. SWAIN BESSIE F. CLIMBS - 2 00.00.I2 foNa x Ig2 Property Lines N a , hed DB 288 PG 486 DB 310 PG 599 ,��" E r5' I �,7 1° 25 AC o PT-131.68.42 fat [[i7■7] o CLARENCE H. BOYER o.76 AC v , 40 mph C38] 011 •oa 1-- ------- , o BARBARA C. BOYER ° � � L • 120 - 017 = Ls • 120 o ' ROGER L. MOGLE ; N DB 374 PG 648 0 8" Maple ° ��--� ?� N o o , I 0.514 AC \`�-�J a> 50 I\ N on 4] z DEBORAH K. MOGLE I N ° ° ° �' - " 0/9 L _ _ _ _ _ _ _ , DB 456 PG 388 Fr Q 22' ��"� - , DB 628 PG 90 , Shed W 0.67 AC ,' Ir l St. Br. _ Wooden + c --- d Deck ', o ,J�---------J ,- �N� Dwellw/Base N .,.,, b I 009 Z�' Wooden Deck I � 0) NN �'� 26.3' w � 3T •50.0] 14„ Maple I St. Br. [•97] � • Dwell 26' a N 26.3 TRUSTEES OF THE ABUNDANT F 1 21.5 �- z [•53] -Q----------, •97 ' E- LI E N "' Ln C I Ln Ln CHRIST IAN T RALPH S. GREGORY QD � o C 89.7] W o I ° Q CENTER ASSEMBLY OF GOD 'I 1 Cv _ �u 21.5 ��J 36' , , + rr �' I- DB 669 PG 486 27r50' CAROLYN P, GREGORY 1.5 St. F I 1.5 St. Fr. - N * C•52.6 .32 Gray. Entr. `� •92.12 r. 1 36 C ] b , a) b z z DB 679 PG 765 l0 Maple dwell w/Base Y' e , 34 ; o 17.635 AC DB 836 PG 880 N + [ ] I DB 778 PG 1289 (plot) N Dwell w/Base , •94 �I c , , C 97) v p 30' l8 Maple + IQD 0.7123 AC ° 9, C .� , w 30' I w , 6" Magnoll a ?3� • �+ - - z 12" Tree zi II 3 33 c� 'b LSD l8 Maple V) L L 36' 85 Cn rn C •90 ' z 2I.5' 31' rn IN a , c , ] 1 4I 1 ;� (.52 29' Q N I W L • 1 PROP. T E .� N o \ (• 11 0> I cn SLOPE ES T. I.5 • �. Ln 2.5 PROP. PERM. \ •3-2 - ' I rn I N . nl •85.1 �' I d 5p •89.7) , I , 10 " S rue 26 1 ♦ DRAINAGE ESAPT. c P e 1 PROP R/W (� ush ,16 PROP. P RM OR AGE ESM'T..'f8It Ma le ' _ 14" Map e ' l8" Willow cn `y� ® = M 21'S ; I 8" Maple PRO P RM RA/NAG M' �97 / �' ' _ _ •6�.� .-.-, -. �. r_. ._._._._■_._rrr _._� I.7. .... �� .�. ..6.Spr�c� ._._. ._._ _ E D_,_.E ES_ d a V,�, "ltr<• PROP.- X9/W �St'd : 'l e d. cv a> 24" Maple . _ . I I_ ' rn -PROP. .. , • ' ' ':. ' .:,.....,,,.... ..,.....■.,."_.r... =' . ® . _ `'`.:' �:- _ . _ . _ 6-4 SLOPE ESM T •-{I t . _ TAT IQ5 Q l - -N, Jul- - ---_ -_ - ".. --__ - e3n�oned x /is I IAI I4AStd. CG-6 Reqd 3712' o0" E OUTE 647 AYLOR RD CONSTR. 6-9 Q I -; W - - oo ( 47° 3'44" E 143.3/'> t� i c_v Std. CG-6 Req'd N 36 8" E I v' CD PI at bows to CL --------To De- -- -- - ----- - --------------------- ----- _,__--------_ ____ --- - fi�Be �e-Abo+�daged------ -- a - 7`- - - ----- ,.---------------- � 15 - _ - • _ - - = =y' Std. CG-6 R d - - - - - - I I CD Std. CG-6 Req'd 6`8 /n 767.30' + _ _ _ _ _ = L = _ _ - _� Inv. Outer 9 Std. CG-6 d t - t 15` ` �. 144. 6 7A 10' ASPHALT CONC. PATH ` L� 15' 6-12 15' �'E-Nl8 26 6-2 U 1 16-2 i 10' ASPHALT CONC. PATH St' UD- R d■ , Existing R/W v b-, •-I Grav° 8 M pie ,,,, .,.... • ... " , ... _ _ ,_ -�- _. _. - I - ' c� �PROP. R/W • , -: •rr-'•y�•'"' o 'L "' ••--• _..-"`..`..-"'""""� .,_,.......- I•w Vic. .-�, -._'_-•-•-4rDbgw'ood"-�'`," ir7 ,� I = ,PROP. TEMP. �� 6-I �,�-- -' "'" """ - . ` ' ' ,,,I - • • _ - . - , . „� `- -- _ -. - - - _ _ . _ .. o _ 4, ^ ��7�/pg �/„ �, b j s�ppESM�T� . _ . J ■iwr ■}•w■�■ r ■_r_■_■ r_ _•_■_■_■rr..rr■rrrrr■.rrrrr■.rrrrr■rr■■.r._■_ 0O ,, ■rwr ■rr■•rrrrrr `�■rr■ w .drrr■"�r•r•rrr"rr■rr■■r�■ r•■rr■■r■rrr■r�r. e.i rr■rl �.iw{"i.�1�Tri rrr■wi■rr■rr■rrr■�Yr�� ■rr i■nr_■rrrri■rr■rr _r■w'■ rr1r�■■rrr r_. r ....rrr ram.. _._r_' ■.rr . '/■ IW i II 8" I rch PROP. RN' 11 (D ■ r � �1 i i � -�! PROP. PERM. 34.0' 1 Imo- ;� �v I m o' m o ' DRAINAGE ESM'T. (•00.6 1 I LQ (40' 1 c N Q- rr I , 2 St. Fr. " T � 6-4A PROP. TEMP. SLOPE ESM'T. � � , � ' I , \ •80 J I �, , v 6 win N �- M PROP. TEMP. SLOPE ESM T. L -I o o i Dwell Cedar PROP. PERM: DRAINAGE ESM'T 34.0' o ' o ; •Dl I _PROP. PERM. o �, o b 34.0' C •53.3 �� c' ; ' I _ 1SETN- IMAGE ESM'T. - - `� a o Q# v� + > 1 T MP. (432 4" CherryI I 1 __ � I o SLOPE ESM'T Cl- -'• o �, W 59' 58' r VJ �, _I r`. C U.n , C j • .56 I � �cLn �� 46) I I � , Wi ( 20' 8) o c "' �i I ; z 1 -J 2 St. Br. to 34.0' (-34.0'] & Fr. Dwell N l St. Fr. o Br. & Fr. 92J2 c� Z oa o C\JN (N48°20'E) [•432] •53.3 4" Cherry' , w; , �. � (22.3') o w -Q `o , ° ry W W 34■0' Ln Dwell Q:) Split Level o � '43, 4 59 S8 0 0 0 •46 I� '�' •00.6 1 �o Ln 34.0' �52 .o' °j 30 N 5 I 1 N n 'IN �; ;� �\ / �' � � I 3021 / ��- �, /x- �N� 010 eta 0l2 IC) n w tj --- j , Z N � Shed d d CC■��77 0�6 11(� ° o t�'' 4 C Obj CL W N '42' 5 ROBERT B. DEMf q �? _w o; c 1.5 St. Fr. ° � LLJ +30 +45 a ST ER is Dwell C\jHARLEY G. RIGGLEMAN , �� ° Deck N N 34A' Q 34.D' N 302 Fr.SUSAN C, DEMPSTE"R N N 014 N KAMMI . RIGG MAN �ILC) � ° C jLn �o DB 9/0 PG 1730 �0 DB 80l PG 1347 � ' ' c� t< 52' �' Shed C i �/� 52' 0. 63 AC (COMPUTED) � 1. 626 AC (3 6 I ; cn ['30� •45 /4/. 3') rN L l I C Lf)022 w 46' LEW/S A, BOY R 020 THE GEORGE WASHINGTON b � � � � E ,II 0 � . 4 49' HOTEL CORPORATION ET ALS ��77"� • 9' •/ OB 38 w I I INST , 010009928 MAT T HEW G. GROSSMAN 057 cc 73 5 9 PG 6I6 N � 349 I 1 0.512 AC / > L DB 4l8 PG l52 b •76 I ICt Ce.MARI e 90 GROSSMAN 02 ONARD J. R ©� DB 734 PG 346 v ,� `- 48' `� ' D 0 07 P G 908 CLOW SE X : C�1 4 55 0 _ /./6 AC (COMPUTED) .� _ 1` A FRANCES V.CREGAR JULIE M.CLOWSER [L-�73] EL-•l5 ° 0.52 AC (ASSESSMENT) ��°, " 77 roN Ni ' Fr. ti DB 935 PG 1388 DB 955 PG 1572 z I -9 0. 396 AC 0.391 ACC r �' ' L I 2 � r � I � � I I St. Fr. o � � � � • � �- Lijl` 2 00 00 I N N Shed b �U cl- REFERENCES Route 647 Profile and Grade 6A l ; V) m I,, Entrance Profiles and Grades 2D-2Ff11 �� 2 Sf Fr I �' Denotes utill t N N coo cv - Drainage Descriptions 2G-2J Owe L - C ] and (D easement req'd for a� , �L LW Ditch Details 2K x // I Allegheny Pow r and Verizon Virginia, Inc. Survey Alignment Data /C r - Note: Figures In porenttesis and d - of - dashed X Constr. Alignment Data 00-021 L4 _ _ _ _ . Denotes Construction Umtts In Cuts lines denote Temporary Eas t H and®Denotes ut11 easement reqd for es Temp. Silt Fence eq' Shenandoah G s Company SCALE I � _ Denotes Construction Limits in Fills Nye : Figures 1n brackets and dot - os ed lines De Temp. Filter Bor�ler eq'd denote Permanent Easements. NOTE: SEE GENERAL NOTES FOR E&S LEGEND 0 25' 50' PLAN NO. PROJECT FILE NO. SHEET NO. A 0647-034-223, C501 6 1) 0'�j