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HomeMy WebLinkAboutSDP200900050 Plan - Approved 2010-04-07S! HS C G E a U CU W' In 3 Z E a' Ei O IL 401C c T ¢ Q g g a1 N .VQ h y O O O 81 01 W Site Data: Revised 10 -Aug -09 w o Project: Charlottesville First Church of the Nazarene o o M Albemarle County O O O O O O i L-6 ,4 M N Z Owner: Charlottesville First Church of the Nazarene 1011 Elliot Ave. Charlottesville, VA 22902 FINAL Contact: Charlottesville First Church of the Nazarene Dra wing Attn: Pastor Bill Willis 19FEB10 1011 Elliot Ave. Charlottesville, VA 22902 434-295-5537 IA GENERAL NOTES e iniaTax Map & Parcel: TM 79 Parc. 8A . z _fir Site t Al rl Vir1. The owner will designate a project manager to act as owner's representative during this project. Coun of be a Acreage: 6.77 Acres (Per Recent survey) 4, w ^ Contract shall reportdirectly to this Project Manager unless otherwise directed. y 9 Deed Book: (unk) x "l CQ z 2. The designer has conducted no studies designed to discover the presence of any hazardous Zoning: RA ' -' C o substances on this property and assumes no responsibility or liability resulting from the presence x .0 ~ Magisterial District: on any such substance. Rivanna District 3. The contractor shall obtain all permits required for this work and pay all associated fees. Overlay Districts: EC (Entrance Corridor) .. 4. Paved or rip rap ditch may be required when, in the opinion of the Resident Engineer or his Waivers Requested NoneDD designee, it isdeemed necessary in order to stabilize a drainage channel. ax a ec ion arce ' 5. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, Reservoir Watershed: None latest edition, and shall be provided by the contractor. ' ; Datum: USGS rn 6. All excavation for underground pipe installation must comply with OSHA Standards for the , Benchmark: Traverse pt. SW comer of site (392.6)m m o Construction Industry (29 CFR Part 1926). Survey: Gloeckner Engineering/Surveying, Inc. o o N w W 7. All materials and workmanship shall conform to the VDOT Road and Bridge Standards (latest Z edition) and the VDOT Road and Bridge Specifications (latest edition). Topographic Information: Aerial- Gloeckner Engineering/Surveying, Inc. APR2007 ; o D Concrete and Asphalt Supplemented by Asbuilt topo along Rt. 22 FEB2009 o Utilitiesv Z 0)W11. All forms shall be inspected by the project manager or his representative before any concrete is i r Y T M PS t 79 P 18A 1. Any damage to existing utilities caused by Contractor or its subcontractors shall be Contractor's sole laced. The Project Manager may require Contractor, at no additional cost to remove and replace ' • "~ w v °' 00 0 O responsibility and repaired at Contractor's expense. concrete placed, prior to orgwithot such inspection. P - ALBEMARLE COUNTY c F- 0 z o M 2. These plans do not guarantee the existence, non-existence or location of utilities. Contractor shall FINAL PLANS NOTES z W Q a Q a Q 26. All material inside forms shall be clean and free of all rocks and other loose debris. Sub -base - • E \ !-.9 \ verify the existence and location or the non-existence of utilities. At least 48 hours prior to any material shall be compacted by mechanical means. j General Construction Notes M t5 o o V) Z Z excavation or construction, Contractor shall notify MISS UTILITY (1-800-552-7001) and/or the 27. Concrete shall not be placed unless the air temperature is at least 40 degrees Fahrenheit (F) in the 1. Prior to any construction within any existing public right-of-way, including connection to respective utility companies for gas, water, sewer, power, phone and cable. Contractor shall timely shade and rising. any existing road, a permit shall be obtained from the Virginia Department of arrange to have the various utilities located, and to have them removed or relocated, or to determine the Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of method of protection acceptable to the respective owner, if the method of protection is not otherwise 28. 1/2" premolded expansion joint material shall be placed at a maximum of 30' intervals on new the permit. Where any discrepancies occur the requirements of the permit shall govern. specified. Contractor shal I conduct its work in the vicinity of existing utilities in accordance with the sidewalk, curb, curb & gutter, at each end of driveway entrances, at each end of handicap ramps, 2. All materials and construction methods shall conform to current specifications and c respective utility's rules and regulations. Any cost incurred for removing, relocating or protecting utilities some point on entrance walks and steps adjustments, and along buildings and walls where new Project Q' N shall be borne by Contractor unless indicated otherwise. Contractor shall excavate to locate buried concrete sidewalks are placed against them. , Fi . standards of VDOT unless otherwise noted. 0 0 r`' 3. Erosion and siltation control measures shall be provided in accordance with the approved o NNutilitiesfarenoughinadvanceofitsworktoallowforhorizontaland /or vertical adjustments to its work ._,_ T 29. All existing curbs, curb &gutter, sidewalk and steps to be removed shall be taken of to the nearest erosion control plan and shall be installed prior to an clearing, grading or other Z _ > N r\ `n and/or the utilities. No adjustment in compensation or schedule will be allowed for delays resulting from joint. p p y g' g g v Q Q U) N Contractor's failure to contact and coordinate with utilities. + construction. s > LO 3 30. Existing asphalt concrete pavement shall be saw cut and removed as per the specifications. Removal s' y * - e "r 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 3. When the work crosses existing utilities, the existing utilities shall be adequately supported and shall be done in such a manner as to not tear, bulge or displace adjacent pavement. Edges shall be y • •' o m •° °' rn N5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, protected from damage due to the work. All methods for supporting and maintaining the existing utilities clean and vertical, all cuts shall be parallel or perpendicular to the direction of traffic. ! . w ' cN cN shall be approved b the respective utility company and/or the Engineer. Contractor shall exercise care + + lesser slopes of 3:1 or better are to be achieved. -C v V) pP Y P Y P Y n9 `,- Q to insure that the grade and alignment of existing utilities are maintained and that nojoints or 31. Disposal of all excess material is the responsibility of Contractor. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the v v o n connections are displaced. Backfill shall be carefully placed and compacted to prevent future damage 01. VA County Engineer, or designee, it is deemed necessary in order to stabilize a drainage a- - 01.4 -114 - oror settlementto existing utilities. Any utilities removed as part of thework, and not indicated to be ''ir. - . "' channel. +, s removed or abandoned, shall be restored using materials and installation equal to the utility's 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic o standards. Drainas e •+ 32. Contractor shall exercise care, especially at intersections and utter lines, to provide positive drainage. 0; Control Devices. 4. Contractor shall notify landowners, tenants and the Project Manager prior to the interruption of any P Y g P P Positive 9 Y , `° 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. services. Service interruptions shall be kept to a minimum. Any areas where water is impounded shall be corrected by Contractor at no additional cost. ositive + ti • = roun o drainage of all roadway areas to the storm drain inlets or other acceptable drainage channels as noted on 4 9. All excavation for underground pipe installation must comply with OSHA Standards for 5. The adjustment of all manhole tops, water valve boxes, gas valve boxes and water meter boxes shall the plans is required. Vic/n. Map (No Scale) the Construction Industry (29 CFR Part 1926). be the responsibility of Contractor. 33. Contractor shall maintain existing streams, ditches, drainage structures, culverts and flows at all Contents6. All water meter, valves and fire hydrant adjustments/relocations shall be performed by the Contractor. times during the work. Contractor shall pay for all personal injury and property damage which may occur as a result of failing to maintain adequate drainage. 1. CoverErosionControl & Work Area Protection and Maintenance 34. All pipes, DI's and other structures shall be inspected by the Project Manager before being 1. All fences required to be removed or disturbed by construction shall be salvaged, stored, protected backfilled or buried. The Project Manager may require Contractor, at no additional cost, to uncover 2. Site Plan N and re -installed by Contractor at the direction of and location designated by the Project Manager. If and re-cover such structures if they have been backfilled or buried without such inspection. such fence material cannot be reused due to damage caused by Contractor, Contractor shall install P P 3 Grading Plan °j CL o 00 mnewfenceofthesametypeofmaterial. Temporary fencing required b private property owners shall be 35. All catch basins encompassed within new construction shall be converted to dro inlets. yp P Y g q YP P P Y provided by Contractor. Contractor is advised to contact property owners at least forty-eight (48) hours 36. Removed pipe shall be the property of Contractor and if not salvaged for re -use, shall be disposed of 3A. Entrance Sightlines w c in advance of removing any fence in order to coordinate relocation and/or protection of any animals, c and to establish and confirm with the owner the pre -construction condition of any fence to be removed, lawfully. ( d o disturbed or replaced. 37. All storm sewer pipe and drop inlets shall be cleared of debris and eroded material prior to final Note: I t sha III be the responsibilitybiIity of the 3B. Entrance Grading and profile _ :LL acceptance. o 5 _ 2. Contractor is permitted to work in the public right-of-way (following issuance of VDOT approval) and 4 Utilities plan ;Lo any temporary or permanent easement (following verification of existence of easement) shown on the 38. All storm sewer pipe joints shall be seated and sealed in accordance with the manufacturer's owner to obtain or verify the presence oro N plans. However, Contractor shall notify property owner(s) forty-eight (48) hours prior to working on any specifications. 4A. Drainage Area Mapprivatepropertytocoordinateaccessandtodetermineastorageareaformaterialsifneeded. need of a I l ne'cessa ry permits if required Cb _ 39. All existing roof drains and other drainage conduit blocked or disrupted from their pre -constructionCoordinationofaccesstopublicright-of-way and storage of materials thereon shall be coordinated with drainage patterns shall be shortened, extended or otherwise routed using materials approved by the 4B. Storm Sewer Profiles W u_ m VDOT and the Project Manager. Contractor's failure to so notify and coordinate with property owners Engineer, and in such a way that the new drainage patterns are acceptable to Engineer. i nc l ud ii ng (but not limited to)W and/or the Project Manager may result in delays. 5. Stormwater Management Plan 11. Contractor shall, at his expense, maintain the work site in a clean and orderly appearance at all times. VenetationCL All debris and surplus material collected shall be disposed of off the work site by Contractor, at his E or Sof Engineersveers 5A. SWM details V expense. 45. Prior to removing any vegetation, Contractor shall meet with the property owners to review the limits of VD I)Q IC p g construction and obtain permission to remove vegetation required to do the work. 6. Erosion Control Plan12. Existing lawns, trees, shrubs, fences, utilities, culverts, walls, walks, driveways, poles, signs, right -of- Local Land Disturbance permitwaymonuments, mailboxes and the like shall be protected from damage during the work. Any damage 46. Tree and plant roots or branches that may interfere with the work shall be trimmed or cut only with the caused to such items shall be repaired or replaced by Contractor at no additional cost. Property pins approval of the Owner. Any trees or plants which are shown to remain that do not interfere with the 6A. SWPPP Permit 6A. Erosion Control Narrative disturbed by Contractor that are not shown on the plans to be disturbed shall be restored by a licensed work, but are damaged by Contractor or his subcontractors, shall be repaired or replaced by Contractor surveyor at Contractor's expense. at no additional cost. Loca I Zoning Permit 13. Contractor shall employ erosion control devices and methods as required to meet the requirements Approved: and intent of the local Erosion Control ordinance. Contractor shall provide the necessary diversion ,t, •\ 3 (3" ( , 71 ditches, dikes or temporary culverts required to prevent mud and debris from being washed onto the Traffic and Signa te streets or property. Contractor's vehicles shall be kept clean to prevent mud or dust from being 47. All no parking requirements shall be provided by Contractor with approval of the Project Manager. ] 2 deposited on streets. No area shall be left denuded for more than seven (7) calendar days. P y g p e i5fered Land l i5fur6ei C 'L1> Certification. tf • ` ' l N48. Contractor shall provide necessary reflectors, barricades, traffic control devices and/or flag persons to 14. Contractor shall clean up, restore, seed and maintain all disturbed areas immediately upon insure the safety of its workers and the public. q Department of anning & Community Development Date completion of work on each site. Topsoil, seed, fertilizer and mulch shall be placed in accordance with dor purposes of plan review, the 1YLD will be the professional engineer or surveyor certifying U City standards on all disturbed areas. A permanent stand of grass adequate to prevent erosion shall 49. Contractor shall maintain safe and passable public access to properties and the public right-of-way N C aithisdrawinPriorfoissuanceofalanddisturbancermiforradinfndtheownershall ; obeestablishedpriortofinalacceptance. during construction. Access for emergency vehicles shall be maintained at all times. 9 9 g Pe 3! ( 50. Except as otherwise authorized in writing by the proper authority, the work shall be coordinated provide an Pl_l for the con5frucfion perdiod, The following contact information shall be useQ Q) 0 EU ---'Cd Architectural Re 'ew Board Date J and performed in a manner so that all existing fire hydrants shall be accessible at all times during for the construction period, o v U oEarthworkandsiteconditionsthework. ,.01 _ p p Q 15. Except as otherwise shown on the plans, all cuts and fills shall match existing slopes or be no greater 51. Contractor shall notify and gain permission from the property owner(s) twelve (12) hours in advance De artment of Fire &,Apscue Administration Date F ° than 2:1. of blocking any entrance. No entrance shall be blocked for more than twelve (12) hours in any 24 16. Unless otherwise noted on the plans or in the specifications, all fill materials shall be compacted to 95% hour period without approval of the property owner, except where new entrances are constructed. of theoretical maximum density as determined by AASHTO T-99 method A, within plus or minus 2% of 52. Within 24 hours of their removal, Contractor shall replace mailboxes, street signs, traffic signs, and ' .a. +-- i optimum moisture, for the full width and depth of the fill. the like that are removed for construction. Permanent or suitable temporary items will be used as the V a, l ' _0 Gert, No,; Date O O status of work permits. Permanent or temporary stop signs must be in place at all times. Costs should G r v'ELorµF-NT' Fa& #-i -,(Z-- 17. All grading and improvements to be confined to the project area unless otherwise indicated. be included under the various unit bid items. No separate payment will be made. ` ' ' LI 18. All materials and installation details shall conform to applicable local ordinances. Conlod Telephone No,,, Virginia epartment of Transportation Date 19. Any unusual or unanticipated subsurface conditions shall be immediately reported to the Engineer. Miscellaneous 20. Contractor shall verify all dimensions, elevations and locations prior to beginning work, and immediately notify the Engineer in the event there are any discrepancies between such conditions 53. Contractor shall obtain all necessary permits, inspections, bonds, and other approval related items in and those shown on the plans and specifications. accordance with these plans as well as local, state, and federal policies. Thomas Jefferson Health Department Date SHEET N0. 1 OF 6 DWG. No. 07-020 Very Dense Veget:iticn NIF RayA. Graham, 4-1 TM -P 79- 70 DB 329, P. 720 Very Dense Vegetation Zoned RA 2 429.1 Use: Agricultural q, q_, Z 2 Ld Ci`I) NIF Ray A. Graham, 7M -P 79- 10 S26' ?0'13 1-1:1C DS 329, P 720 *"/ --- --- 41S ZK z Zoned RA )-7 nUnimprovedUse: UJ 1-6- t611 0 I -'--'C 7 0/ V CG ft 0 Z C Very Deise Vecletatior 041L FENC/ r6C 7-101V c, NG0 0 Bumpe"Sloink 7777q Typical along sidewalks- 0 ?1 60 z '\ a' ARE Zd /; ' EC7'10& 5 MIA I oma` V Very Dense Vegetcti T 7te" 1 0 rJ J" 0 Rfla 69pn CG -6 C*-dW&1da4IrMPXWS F F 0 olChurch & Multipurpose Bldg. 5MMM aW. I ---- Tsmt Fle-- D-,f Jo 03 Main FF- 406.0) (I 87 ft )S of tat oxxgalF-1- &"I ROOM rte* r&A nstoll D pth='60 Elec Pods l7JSfaus J'L_ -*C- OGC- C 0) 0 M M Cl owl. riw 4 it,, Dio NIH reci Lj 0 0 zMHiat4058 as I Inv. 4 01 M -J M I :D o II IrIV 0LIt_ . 11)) 0 I I X/ : / - J- Port D. 6. De ,e \E4-tcition 0 -3 0 0 d14 ,--!Very 4 399 Z LJ 1J- L.LJ U U 0 IVELL 0 1-- z z 0 M 3: < > < 0 < 05 < < 170' Tu 6f Q E3 E Ld LLJ LLJL'i X J 04- pe" er t I SOcovofC S0Gil 'Dept, "f k OtlrW P, I lo", At a", a BFA all, =thity c: Q) CN 000) N 17 0z-,- GAS %P0OtPal, It F V",m j- O/! -\ IM, Sit- I A 3L- rlf Z C-4 r, Ln 00ff) n LO C-4 Ln r --0F\ Domm,,,, rXir7 y" lopAIDSPaoldF/D--_._, 0Pro" CC -,7 CTI - IF/ NIF Robeft K & Caro vn W Michie I Iz -J En- .2 CLOW < li0/i P10NWTERLit GA I I tap4wF /0 48 7 -M -P 79-17CT G11 GAt FIRE --0/J SW VD07' HYDRANT J -01.j0 F/13-:.,,o V -Z GAS V D3 1766, P. 416 0 c) cr) 0 LLJ > N C 0 ( N U) w -q- `4- F-111 GAS GAS , r CG 17IF/D - F/ - F4-N-D-ER R/E.UND 1F'704 GA -r N86 4 10. " -- aw Entrance DB 54,7, P 528F, 0 3 0 0 As I' - M -IF e01 AND AiF',,, VOMEFIBER )pT,C.S F/0 13 Zoned)TAF/0- F/D F/0- F/13L-wl F/d= C C U 0 001- WATER METER SPRIN Me F/G- F/13- F/13- F/0- F/0 F/0- Use: PEDESTAL aw- F1 014E--- e: Residlentl;al0NE-Q ONE- ONES_ ONE Pprox G_ ONE ONE L U) 0 L- LL. ogec- MCI 1CIJL-11L ------ - - - - - - Edge of Povemet] pprox -7 0 GAS METERS0 J lL 110 NIF Lloyd Wood, Jr. 4 TM -P79-09 Veru Denlze 0 DB 824, P 203 o- or NIF A merican Legion Zoned C -7 Post 74 Lodge, Inc. 1-40 Use: Commercial TMP 79-19 375.9 Zoned C- 1 Use: Commercial 0 C1 coo0000 Site Data: Revised 1 -Sep -09 0 M X Parking Project: Charlottesville First Church of the Nazarene 0 .F MLL Sq. ft. of sanctuary= 7344 Albemarle County • Van Accessible Space (8X18 ft.) Req'd Parking 1 Space(s) par 75DumppsterPaul & Enclosure (Typ.) A Q) LO 8 ft. or 97.9 spaces METHOD I18Ft. -------- Owner: Charlottesville First Church of the Nazarene W 3 -F tt mint 1011 Elliot Ave. Alternate Calculation CID LL Van Accessible Leading # 5 10 Space (8x18 ft.) Max No. seats= 374.0 Charlottesville, VA 22902 4d r- e -P t, Req`d Parking 1 Space(s) per 3 or 124.7 spaces METHOD 2 Contact: Charlottesville First Church of the Nazarene18ft. --T1111 f Attn: Pastor Bill Willis 0 IL Existing Std Spaces= 0 Standard Space 1011 Elliot Ave. C) f t, Existing H.C. Spaces= 09xl8ft.) Charlottesville, VA 22902NewStdSpaces= 128 (91 x 18') standard spaces 18 f t 434-295-5537DoubleDumpsterPad- New H.C. Spaces= 5 (8'x 18' with contiguous 8'x 18' Loading area) ProjectSingleDumpsterPcLd.7!-".' 4.3 Bumper Block to be 1" concrete or treated8*-Ygird,• timber, 6 ft Total Spaces Provided= 133 Parking Spaces Tax Map & Parcel: TM 79 Parc. 8A6ft. long, anchored at Typical Parking Space Dimensions andeachendbyMin. 30" No. Acreage: 6.77 Acres (Per Recent survey) vat a 5 Rebar. Designations (nts) j Deed Book: (unk) Predeveloped Additional PostDeveloped Ik dW Zoning: RA Q) Coverages S.f. % S.f. S.f. % Ac. 5" ID Steel Bollards J Buildings/canopy 0% 14,839 14,839 5% 0.34 Magisterial District: Rkranna District 0 Parking/Drive/Walks - 0% 78,917 78,917 27% 1.81 Overlay Districts: EC (Entrance Corridor) Concrete Filled17) 610 CONC Open/grass 294,901 100% - 201,145 68% 4.62 Waivers Requested None FILLED STEE 41 l IJ Total 294,901 100% 294,901 100% 6.77 VA POST Existing impervious Coverage: 0% Reservoir Watershed: None 29 N Z J Datum: USGS UJ < EProposedImperviousCoverage: 32% No Landscaping Plan Req'd at Prelim. Enclosure:, GRADEj Benchmark: Traverse pt. SW comer of site (392.6) 41& J t: ZF- Q) Wall section: bloi:!111!' Maximum Structure Height: 35 Ft. Survey: Gloeckner Engineering/Surveying, Inc. Z < with vertical wall Paving Type: Asphalt Topographic Information: Aerial- Gloeckner Engineering, Inc. APR2007POURED 0 ct panel to match CONC, Max. Number of Employees 10 (Anticipated) Field Supplemented (along Rt. 22) FEB2009building. d Vicin. Map (No Scc9le) Y) Number of Seats/Visitors 374 Stormwater Runoff Summary Table 3 Charlottesville First Church of NazareneT20 -Feb Note: 4--1 0 0cu0 Drainage I.C.. Q2 Q10AreaTP 1. All Radii and dimensions are given to6Cone.• ac) (unitless) (min.) (CFS) (CFS) Pad with 6 x 6 LJ Current (precleveloped) Condition 7.9 0.30 35 4.4 6.5 Face -of -curb or edge of pavement. W1.4 x W1.4 Proposed (Postde\oeloped) Condition without Pond 7.59 0.55 8 13.44 1&31 Brush Finish Concrete to be 3000 psi @ No scale Proposed Discharge (attentuated) tonn Pond rva n1a 17/a 2.78 4.04 2. Hashed curb line (immimi) indicates6x628dayswithwire 4" VDOT 21A grid or #4 bars 12 in. BOLLARD O.C. each tuay. Pond reduces 2 yr. event by approximately 1.62 cfs, or 37% reverse (splash) curb. SHEET NO. 2 OF 6 Pond reduces 10 yr. event by approximately 2.46 cfs, or 38% DWG. NO. 07-020 S_? NIF Ray A. Graham, ffl TMP - -70 DB 329, P 120 Dense.,Vegetation Zoned R4Icut ;Jl© _ - - ,, _\ y Vegetation CIO 42 i , _ - _ - _ _ ,,-` Ver NIF IF slob. 4i 0 8 a TM 79-10-- D8329, Fz--72a_ Zone- /l/1-' - - ----------- 1:2 D N V) Usei 0)7veI C • Limas of Construction10/v 141 101, -': - . I- __ ! 41, 414 5V Tv-_- 4 1 S. (I z, Y, 1 1 1 L-3 LU LLJF 01 % 42, 4., 41c50*1 414 1 c, Shope- 4_67 7 if Lri Iti 1i N 0 Z 414 4i4 3 411 07 I 414 45 44100 411 45 10'1 1 4090 04 A06 A. O 408,80 409 20 -tic405.25 4r,4 0 I% 40059 '08.71 405 94 4 50 401- 4W 4 4()S 0 114 94 7= 7"IVL? 7 401 11 1, 1e- S, 1 A 4 1 0 7 40( 01 4 '.1 4L, AI 3.- T-Ou z 103 6 40 L43 405.75 TR j 404.49' 0I ------------- 0 J_ 10 ;40'9,9 Church & purpose Bldg. 404 ?7_- 5- k A 405-.0 _____( W/7 FF- 406.0) 4 000 oe 03 V3tb 4Or 00 4' 4r M M 0 C-4 10' , --- 402 5 I D2 0Q 0 y 1-- 0 y 11-- LLJ 4— 400.7 02 00 n 4S 3 71 M M 3 6 03 j7 52 4u JU J z 0 cn 3 lu or 4021°. 401.80 SOL 64 17W LLJ U 0 F- z E z 0 z 3: ILL) z 0 M 0 z W 313 0N—, 401.03401 401 80 401 /1 4131 A0 4u30 7 CN Q) Y Service it r4 4m, c Q) N 0 C%J 0 0) 6 ri n G %.......... A/m. — entl58 S13 -L )5 F 41 z Ln N Ln r - J o17 P 1W -Robqtf K. & L2iro" W Li Q* F*10---- - _— 1 0 AGS — '1 0 - w tapes 947 - 713 TUP / _C LLJ 4- E .2 & Ln CO J 0) U) 0 0 L- LJ > C4 0 V) J U II GAS Vb GAS P 116-6 GPS66, 4% 77 1,7 F 416 8 41 3I n to ri C F*10-_ Li 7 4 o3, 16K GAS AG SO T"iWEA_ F/137 ow - - --- __ --" -I' I 543, _52 izg RA 0- Nii F1 4 - - - - - - A-ap rLDHE= 13H 7se-ePe ia/ L LL_ o UHEPIiii Ap r rr Edge Of Pt... C 0 25 INIF Lloyd Wood, Jr. I lrkjo M -P 79-09T 0 DB 824, P 203 : L - N FAmerican L-egion lodPost74 "Lodge, Inc. Zoned C-1 CommercialUse. 0 7 79 9 14L 9 Zone OL C -- , II I I, - oo (y) 0 M J 0) 111 0 X Note: Project: Charlottesville First Church of the Nazarene 4Q M 9 0 F MQ) :E U_ C 0) LO Date: 19 -May -09 M.= U C\J C I Contractor to use extreme caution and L SM 2A Substantial Graded Area (s.f.) 205203 S.f. LL Tack Coat coordinate lowering of Gas main with City of Assume depth of topsoil 3 in. Paved/gravel Ari 66613 AdS.f. ti 4' 4000 psi Re t'nForcecl Conc. IV Charlottesville Gas Division (Contact Phil Garber at Depth of Paved Section 10 in. A 8 21 -A Siclewo 1k, 4' wicle F Er 434-970-3811) Measured Volumes (C.Y.) Available Required 4 #57 Cut Fill Assumption Q1• 0, 0*( -'0 0 0000-0000000 A.- 00- 0 01 or0, 00- 00- 0AV. I - 0 0\J - 00- 00 C0" 8D 0 Op00 000 2. Contractor to use extreme caution and Raw Site 14025 13589 C.Y. (unadjusted) Travelway Section -2055.96 C.Y. (2" asphalt and 8" agg. Section avg.) Bldg -407.611 C.Y. (4" floor and 4" agg.) 0 00 0 0 )00" 0 0 0 CP' 0 000 10/0 - 00 00 00 0 00 , 0 000 0 0 pawic2--.0 coordinate lowering of undergraound phone lines Sidewalk -207.511 C.Y. (4" conc. And 4" agg.) Raw Totals 14025 10918 C.Y. 7J08 100 01 0 :6000000 Embarq Theresa Bryant atwith (Contact 434-971-1371) Unavailable for Grading 1900 n/a (topsoil unavailable) 10% n/a 1092 (Compaction additional required) Q) r_l Q) o C SUBGRADE COMPACTED TO SUBGRADE COMPACTED TO 957. MAX DRY DENSITY PER 9521 MAX DRY DENSITY PER I Contractor to contact Miss Utility and verify Adj. Totals 12125 12010 C.Y. Y) cilb ri 4-1 P L_ g ASTM -D-698 ASTM --D-698 location, type and depth of all utilities prior to excess -115 C.y. or 3112. 0 c. f or 0% of the earthwork Li _J J < IP- N 0 E 0 Reinforcement to be operations ft. 0-0 C: 6-'x6' Welded wire beginning grading or clearing activities. or 1"over 55.8 ft. by 55.8 0 ii.- ri r -i C: 0 or approved equal, 0 SIDEWALK SECTION PA VEMEN T SEC T I LIN 4. Primary drainfield shall be placed as a first step or roughly 13 dumptruck loads at 9 yd. Per 7) Q) C 0 N. T. S, in site constricution. This field shall be installed in Note: This volumetric calculation is for approximation only. No warranties (expressed or implied) 4-1 0 0 N, T, S, exist and it should be fully expected that quantites will \ary with site conditions, 0 Interior Parking Travelways undisturbed soil and shall operate below the rock, topsoil, field changes, etc. Any negotiations based on these numbers should be written such as exact will be field descrepanciesandandquantitesverifiedor expected. permanent parking area. b SHEET NO. 3 OF 6 DWG. N0. 07-020 ter-- 1 r 7-Q C/l/Cy "76C,!l0 Q i d06 fag AS i Y o O , i 11. 6 1 01 b 1 V'a->-_-z.<-,,- 1 -a • f:, -i - — .- - - ----- -' -i — - lam - r 1 378 Church & urpose Bldg.OS I i- e C i I i 392 t i YII $ If" •l,J / / / / 1 / j, ` E E°Sment of w. u / / / / / eyVe ;h s . ,, \r / / i1'Y,l' -r // 1, '' " Per osm- O rir E•i je\ePror` % fid°, \ /ice .-1 _ 1 ' -`. _-- - / u V GAS F onstr N Q 9-S'BL _ .- , ,' .,,,,'n t .,, ,, - • /- .. ;. _ p _ U / u W _ omfnion . i -/ y py U' l / .-i "' _-" Y_ / - - Fro_ ' S I i92 _ 'ane S / ,,, ' ij- 1`/ \ \/ l i\ /V/Ff1t'boY K 0/! "'!' F/p_ - _ -! _ eP ons 0 .i -] .S -.- GA t _ T,/ - _ _r- F/ / o. _ S L / / 7C/ /GAS v F / - • ,- W` taper _( J' !7 / 0-_ GAS G°s ; s ' /! } , -' ; .. ,D 16b P. 4 , 1 \ -Cr- `- --rt+ F/p-71 GAS - - 3es '', / G F /O i p 1i+/ ice' / —_ - - 0/ r_ E/8c1 _ 3 j M -, - i F/0 C / O F/0 GAS GA / / o S n F/0 F/d / / % i / 0p FiB` ice% n - C2OF/0_,_ e S F/ _— C-ii W F/ OHE_ A Appy - _ Edge r 77 NC L ! I M V 1+00 2+00 >+00 4+00 5+00 II NO Hel ht of E ee- I O csJ o L vl' a ami O+A7 I i y 3.5 ft.QI -- - en of a dre—ss Tane- j-- --- ---- -------- 20' from ceniter of nearest Highway lane 0 shown Ree grading plan Ar4a shall T----- ---- LM c Si ht Line While topography in this ar a indicates that a, sight di tante is interrupted field analysis by VD4 indicates that sigh distance Is Grading in this area shall be necessary to M acceptable (to the West). If VDOT finds lower embankment to allow sight line as v Burin construction of the a trance• that o grading s required the cont ctor shall— reshaped nd reseeded upon ompletion arrange with the owner to lover utilities and and approal by VDOT. O _ excavate as necessa o 55.00 456.00 I 12) (D DAT6:1/ ELEV DA%'Udf EZEV N ro N a 5+00 4-00 3+00 2+A7 1+00 c 0 c za' OCN j y w 7 V o L7 Q' CISU - Q Cg UQ > Q Q Q Q a a a a W UP 0 0 0 o O Z IA O Q a LL rn M m O N Iw- Z p Z LU Y 0] m :1L Uj O Q j MpQ Q a.E ww w z Z O N N NN O N M NZ. Q) N O N QQt N W 4- m .° ai LQ (fl a J O - - O) O U II U W NN Ln " I In °r d- -.4- O U O Nli O V NN V MwJMrn p N N Lra. V O UC C Q) J > j U N J Q n EF N o Q C N I Q4-1 W Q) C j q r, I 4--I o U SHEET N0. 3A OF 6 DWG. No. 07-020 410, q)A) zt 91 z 0 oXv W C U V) U) Ld A 4017 0. C, 0 I X, FINAL III s, 1 I — D-ra wing T 09NO V09 AZ 0 Of 03 0 in m CD Lj Y F- LOWPOINtELEV - 370.44 C) b ML011,T,T 10* A 76 25 5 PV/STA0*4,52 EL POELEV=377.74 z ci ol M m 7 91 CO% 7 PV1 AP. 370.34 00 K 1.0 A.D. w uLd 00 - Z Z m3. < > < E Fn < 10, vc m,,k LAj LLi of Lli LL - z X, 0 I I Ii I I- I o ) y , I z t -u C: 40,1 Q) C14 0 0 CF) T (Nr, Ln 0 i z Q) r") Plr) 00 3701 Ln r, 0 z L 00 C) 0 — = V) 11 lb 3 C) o rr) C a- 0 't 1-4- 0 C) 0 41 o 7 LL- 0 CN 0 D4TUAl ELEV 360 00 II -M U+00 13+00 14+00 N 00 0c) CNII 0 C\i X LL C Ln C\j E, -7 co CDLLI? Ad CY) 0 CL 0 0 0) L- L- a_ . N Ld -J 4.4 0 z E LL- Q) 0 . I Q) 0 r.- 4- C: .?! 4 Df 0 41 Q) Ld -k-) 4--- C: 3 0 a-) 0 0 C) SHEET NO. 3B OF 6 DWG. N0. 07-020 I w 1_ N/FRay A. G TMP79-10 DB 329, P. 1, Zoned RA Very Dense Vegetoti 2 h a IMk S M WELLF 0 i REE PRoFEIVC/lye rECT/pN, 2 elt - Ac8 1 AGE EZ "at and PWW Cartaand A1&MJ sago QW. Tank 27Q09m. EZ- beat A00tr rmk rarer _ C4 EZ beat -71EPods 7r,Q7 Cd. t3ieW U'osiig TaieY - 0 Very Dense Vegettition - t N/F Ray A. Graham l/l TM -P 79-10 DB 329, P. 120 Very Dense Vegetation Zoned RA Use: Agricultural v "7030,/- men t. I __ ;- __---; , - -- I , )__i Contrac-t0 o. -connect to exi g Vloter TEE heneo u B. ea. I /! = WWI L J ECTjON I- Critica 1od -C4 r - i S ^( (E S ? r / - Der,, Veq tction 170' Tur _( YP r \ / GAS N Sl F/a \\_ 'bi- Eo -Ment l CitO •; of CVdle. y G S-_ _ _ _ _ ePL of GosO9 I ePt `t Gos ot Cos", Per I ( e. / S P \ j V--nt: AI Coup I f. a5 • tY Service I I C morte Et• hone ( j// EI vdAe / Q _ C ,nd .e • I Oe- GAS G - G 90581141 iSL7 ye A61aA " ' 305811 / u L ' E°'hent: uomnlon J) t Par '" I ^( , V GAS r O 'Y 1 '. Power id -- - / ' APP oz ` -o/ F,a - I I entr„ Tele i _,e O ( ,-' / N/F Robert K. &Caro/yn W. Michie G_ _tea/ F•. CTI ViRo yfuls ro f ( -_i.- ter- GA ' /p/ FIRE 7 4 '0/J I/ate_ FArER UN V S! ' '•_ i F FSiAL\_: `J Qyl nPAS of- F 4E' taper / ( r TMP 79-17C n( /o- /a- ____ W 13gs - .1 -- GAS .C F C/o- - 0 , DB 1766 P. 416WdF/D M F ! GAS S . - os atm- / P rHYDRANTO / a/d _0/! ` Fro SGV- F/O V-! GAS , S S F/O" ,' Y i' ' +d ty Polg- l ali F/a F F/ W GAS - p -4 , I A n F/D wGGT ES- to be p c /a! NDr a- GAS GASB'- N86 tet/ tt'A/ 4 p. F10 F F/4 ed)('i DB `7'Jj P 52a F/b R R >UND FH /D 1!(s GAS JO I F/ oFE erne ' jANDF/per -a-W._ -" W W W __ F/t1 t]NE e o Zoned RA WATER METER --- ONE--_ D ',BER OPTICS F/ate F/0ONE _F/ate_FF/a-F/a-F/ ai F/0 I F/EI-- FF= SCF d Ed9 '/ t ^ fir)_. PEDESTAL - A DHE DHE F/D--_ _ OHE Gy' Use: Residential PProx GC_ DF(E OHE--- FIE OHE--- OHE• a OHE MCI PEDESTAL -- =A-=--- _Q_Edge o avemen --t. O --------------------- GAS PAETERS rr-T f C Oe 26 j Contractor to connect to existingN/FLlo d Wood, Jr. -o- - ----- ___ Y TM-P 79-09 - i 1 i I - . ?wa,.------------------------------------------------ ---_ _ - 1 -L _ o N/FAmericanLe ion V Dense ei J} culvert end with VDOT DI-3B(shallow). DB 824, P. 203 ^)-._ o - g - s ` Post 74 Lodge, Inc. Zoned c-7 i r-`_S ' _ TMP79-19 i Contact AI'1'lerlCast. Use: Commercial it I I I i i I i I 37.9 Zoned C-1 /-,- Use: Commercial r it = . N Line ToLine LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotaIC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow TottalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevDn Inv ElevUp HGLDn HGLUp Gmd/RimDn Grnd/RimUp Line ID Virginia Dept. Health Method 0 (ft) (ac) (ac) (C) (min) (min) (in/hr) WS) WS) (cis) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) Conventional Drainfield Sizing T__ 1 Outfall 45 0.4 3.3 0.8 0.32 2.63 4.9 10.3 5.5 14.45 0 14.45 16.17 4.6 24 0.51 392 392.23 394.32 394.5 395 400.75 B to A (OUTFALL) z 0 5 392 23 392 75 395 12 395 32 400 75 401 C to B Project: Nazarene Church Primary Date: 15 -Aug -07 Required Area Formula: Log(y)= 2.00 + .008(Rate) Flow: Quant. Units Flow Per Total 1 Is 689 689 0 35 Church & Multipurpose Bldg. MainFF=406.0) ll.-__ 1°" zt" MesD `" II I o t 4 ft _w 111H IE2v "j MH lu: at 405.8 1 Inv u:= 402-0 I I 11 ,_J u B. ea. I /! = WWI L J ECTjON I- Critica 1od -C4 r - i S ^( (E S ? r / - Der,, Veq tction 170' Tur _( YP r \ / GAS N Sl F/a \\_ 'bi- Eo -Ment l CitO •; of CVdle. y G S-_ _ _ _ _ ePL of GosO9 I ePt `t Gos ot Cos", Per I ( e. / S P \ j V--nt: AI Coup I f. a5 • tY Service I I C morte Et• hone ( j// EI vdAe / Q _ C ,nd .e • I Oe- GAS G - G 90581141 iSL7 ye A61aA " ' 305811 / u L ' E°'hent: uomnlon J) t Par '" I ^( , V GAS r O 'Y 1 '. Power id -- - / ' APP oz ` -o/ F,a - I I entr„ Tele i _,e O ( ,-' / N/F Robert K. &Caro/yn W. Michie G_ _tea/ F•. CTI ViRo yfuls ro f ( -_i.- ter- GA ' /p/ FIRE 7 4 '0/J I/ate_ FArER UN V S! ' '•_ i F FSiAL\_: `J Qyl nPAS of- F 4E' taper / ( r TMP 79-17C n( /o- /a- ____ W 13gs - .1 -- GAS .C F C/o- - 0 , DB 1766 P. 416WdF/D M F ! GAS S . - os atm- / P rHYDRANTO / a/d _0/! ` Fro SGV- F/O V-! GAS , S S F/O" ,' Y i' ' +d ty Polg- l ali F/a F F/ W GAS - p -4 , I A n F/D wGGT ES- to be p c /a! NDr a- GAS GASB'- N86 tet/ tt'A/ 4 p. F10 F F/4 ed)('i DB `7'Jj P 52a F/b R R >UND FH /D 1!(s GAS JO I F/ oFE erne ' jANDF/per -a-W._ -" W W W __ F/t1 t]NE e o Zoned RA WATER METER --- ONE--_ D ',BER OPTICS F/ate F/0ONE _F/ate_FF/a-F/a-F/ ai F/0 I F/EI-- FF= SCF d Ed9 '/ t ^ fir)_. PEDESTAL - A DHE DHE F/D--_ _ OHE Gy' Use: Residential PProx GC_ DF(E OHE--- FIE OHE--- OHE• a OHE MCI PEDESTAL -- =A-=--- _Q_Edge o avemen --t. O --------------------- GAS PAETERS rr-T f C Oe 26 j Contractor to connect to existingN/FLlo d Wood, Jr. -o- - ----- ___ Y TM-P 79-09 - i 1 i I - . ?wa,.------------------------------------------------ ---_ _ - 1 -L _ o N/FAmericanLe ion V Dense ei J} culvert end with VDOT DI-3B(shallow). DB 824, P. 203 ^)-._ o - g - s ` Post 74 Lodge, Inc. Zoned c-7 i r-`_S ' _ TMP79-19 i Contact AI'1'lerlCast. Use: Commercial it I I I i i I i I 37.9 Zoned C-1 /-,- Use: Commercial r it = . N Line ToLine LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotaIC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow TottalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevDn Inv ElevUp HGLDn HGLUp Gmd/RimDn Grnd/RimUp Line ID Virginia Dept. Health Method 0 (ft) (ac) (ac) (C) (min) (min) (in/hr) WS) WS) (cis) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) Conventional Drainfield Sizing T__ 1 Outfall 45 0.4 3.3 0.8 0.32 2.63 4.9 10.3 5.5 14.45 0 14.45 16.17 4.6 24 0.51 392 392.23 394.32 394.5 395 400.75 B to A (OUTFALL) z 0 5 392 23 392 75 395 12 395 32 400 75 401 C to B Project: Nazarene Church Primary Date: 15 -Aug -07 Required Area Formula: Log(y)= 2.00 + .008(Rate) Flow: Quant. Units Flow Per Total 1 Is 689 689 0 35 2 1 104 0.19 2.2 0.9 0.17 1.74 2.1 9.7 5.6 9.78 0 9.78 15.99 3.11 24 6 3.41 0 3.41 12.48 3.65 15 3.74 Q 3 2 112 0.49 2.01 0.75 0.37 1.57 5.6 9.1 5.8 9.07 0 9.07 15.99 2.89 24 0.5 392.75 393.31 395.41 395.59 401 401 D to C N 4 3 207 0.27 1.52 0.8 0.22 1.21 3.7 8.3 6 7.2 0 7.2 7.44 4.08 18 0.5 393.31 394.35 395.71 396.69 401 398 E to D 8 4 73 OF 6 0.16 0.28 0.9 0.14 0.25 2.3 3 8.1 6 4.44 0 4.44 7.56 2.51 18 0.52 394.35 394.49 397.23 397.28 398 397.52 F to E 5 4 27 0.33 0.97 0.9 0.3 0.74 Max. Field Length= 100 ft. Source: Gooch Engineering 6 5 143 0.14 0.64 0.65 0.09 0.44 5.3 6.7 6.5 2.85 0 2.85 13.14 2.26 18 1.57 394.52 396.76 397.45 397.58 397.52 404.25 G to F 11 10 139 0.12 0.12 0.9 0.11 0.11 5 7 97 6 8 2 39 0 2 39 11 06 335 15 293 397.01 400.41 397.84 401.03 404.25 407.7 H to G Utility legcnd W Water Line attr Overhead Telephone F/D i 0 7 8 6 116 1 136 0.5 0.2 0.5 0.7 0.7 0.85 0.35 0.17 Overhead Electric Line 0. 0.57 3 8.3 6 3.41 0 3.41 12.48 3.65 15 3.74 392.98 398.06 395.15 398.8 400.75 406 J to B r -i N Flow Rate= 689 GPD U Z J Zchi F _ m m 57 O 0.17 0.5 0.9 0.15 o 0.4 1.6 7.8 6.1 2.44 0 2.44 5.13 3.13 15 0.63 398.31 398.67 399.26 399.32 406 405.25 K to J O Perc Rate= 85 min/in. Source: Gooch Engineering SHEET NO. 9 10 8 4 73 OF 6 0.16 0.28 0.9 0.14 0.25 2.3 4.9 7.1 1.79 0 1.79 5.01 1.46 15 0.6 394.6 395.04 397.3 397.35 398 401 L to E Max. Field Length= 100 ft. Source: Gooch Engineering 11 10 139 0.12 0.12 0.9 0.11 0.11 1.2 1.2 7.1 0.77 0 0.77 9.36 1.67 15 2.1 395.04 397.96 397.41 398.31 401 405.16 L1 to L Max Field Width= 100 ft. Source: Gooch Engineering 0.7 0.15 0.21 3.2 5.6 6.9 1.45 0 1.45 22.48 2.27 15 12.12 398.42 404.72 399.58 405.2 405.25 412.05 M to K Trench Separation= 9 ft. U) 12 9 52 0.21 0.29 0.08 0.8 0.06 0.06 1.9 1.9 7.1 0.45 0 0.45 11.45 1.49 15 3.15 404.72 407.3 405.41 407.57 412.05 414 N to M Trench Width= 3 ft. i.. 13 14 12 82 9 63 0.08 0.04 0.04 0.9 0.04 0.04 2.8 2.8 7.1 0.26 0 0.26 25.82 1.1 15 15.98 398.42 408.49 399.58 408.69 405.25 414.2 P to K 15 Outfall 45 0.94 3.77 0.45 0.42 1.73 10.8 37 2.8 4.91 1.17 6.08 13.19 3.44 18 1.58 367.05 367.76 369.32 369.47 371 370.87 R to Q (EXISTING) 83 0.25 2.83 0.6 0.15 1.31 5.7 36.5 2.9 3.74 0 3.74 7.26 2.13 14 X 23 0.51 368.01 368.43 369.78 370.06 370.87 370.79 R up to U Number of Trenches allowed= 12 16 15 2.58 0.45 1.16 1.16 36.1 36.1 2.9 3.33 0 3.33 5.43 1.9 14 X23 0.28 368.43 368.56 370.32 370.37 370.79 370 U up to X Required Area= 3298 s. F 17 16 46 2.58 0.5 0.08 0.38 6.4 11.7 5.2 1.95 0 1.95 5.18 2.09 15 0.64 371.5 371.86 372.6 372.63 380 375.31 S1 up to S(OUTFALL) E 18 19 Outfall 56 18 25 0.16 0.14 0.73 0.57 0.5 0.07 0.3 5.5 11.4 5.2 1.55 0 1.55 4.66 2.15 15 0.52 371.91 372.04 372.69 372.7 375.31 375.31 S up to T Available System= 12 trenches 3 ft. wide and 100 ft. long, for 3633.3 s.f. O 20 19 133 0.13 0.43 0.7 0.09 0.23 5.3 9.4 5.7 1.29 0 1.29 20.54 2.32 15 10.11 372.04 385.49 372.9 385.94 375.31 390.81 T up to V Required System= 12 trenches 3 wide @ 91 length, for 3297.8 s.f. 0 V) 12 0.71 385.54 385.69 386.13 386.13 390.81 390.81 V to W 21 20 21 0.3 0.3 0.45 0.14 0.14 9 9 5.8 0.78 0 0.78 3.01 1.99 up ID Area InletTime Int. RunoffCoeff. Q =CIA Q Carry-over QCaptured QBypassed JunctType CurbHeight CurbLength GrrateArea Grate Length GrateWidth GutterSlope GutterWidth CrossSlope, Sw CrossSlope, Sx LocalDepr. InletDepth InletSpread GutterDepth GufterSpread BypassLrne No. OK, Use Available System i"% M LineNo. Inlet WS cts)(in(ft ft)(ft)Ift) WS) We) in) ft) ft) rrm) 1 ft) ft)(tuft)) ft/ftl in) in) ft) ft) ft)(ft) ft) 100 ft. wide by 100 ft. long ac) min) (min) in/hr)(C)(cis)(cfS) 2.27 0 2.27 0 Curb 6 2 Sag 2 0.083 0.04 2 0.48 7.82 0.4 7.82 Sag1BVDOTDI -3 0.4 4.9 7.1 0.8 U 2 C VDOT DI -3 0.19 2.1 7.1 0.9 1.21 0 1.21 0 Curb 6 6 Sag 2 0.05 0.02 2 0.31 7.16 0.2 7.16 Sag L 3 D VDOT DI -3 0.49 5.6 6.86 0.75 2.52 0 2.52 0 Curb 6 10 Sag 2 0.05 0.02 2 0.35 9.25 0.24 9.25 Sag Nazarene Church Q 4 E- VDOT DI -3 0.27 3.7 7.1 0.8 1.53 0 1.53 0 Curb 6 6 Sag 2 0.05 0.02 2 0.33 8.37 0.23 8.37 Sag Shadwell 0 5 F- VDOT DI -3 0.33 3 7.1 0.9 2.11 0 2.11 0 Curb 6 8 Sag 2 0.05 0.02 2 0.35 9.13 0.24 9.13 Sag Design Sewage Flows 28 -Mar... 6 G- VDOT DI -3 0.14 5.3 6.97 0.65 0.63 0 0.18 0.45 Curb 6 2 0.1 2 0.05 0.02 2 0.14 1.32 0.1 2.2 Offsite 7 H- VDOT DI -3 0.5 5.7 6.82 0.7 2.39 0 2.39 0 Curb 6 8 Sag 2 0.05 0.02 2 0.37 9.92 0.26 Sag Contributor Note: Quantity Unit Unit Flow Sunday Monday Tuesday Wednesday Thursday Friday Saturday Total 0.85 1.21 0 0.31 0.89 Curb 6 2 0.05 2 0.05 0.02 2 0.2 1.91 0.15 4.3 Offsite Church service 450 attendees 3 1350 1350 GPD 8 J- VDOT DI -3 0.2 3 1.6 7.1 7.1 0.9 1.09 0 1.09 0 Grate 0.83 2 2 Sag 2 0.05 0.02 2 0.15 1.49 0.05 0.949 Sag Extra Design attendees 50 persons 7 350 350 350 350 350 1750 GPD 9 K- VDOT DI -12 0.17 7.1 0.9 1.02 0 1.02 0 Curb 6 2 Sag 2 0.05 0.02 2 0.35 9.15 0.24 9.15 Sag Extra Staff 10 staff 15 150 150 150 150 150 750 GPD E 10 L -VDOT DI -3 0.16 2.3 Wed. Nite Service 100 attendees 3 300 300 GPD 7.1 0.9 0.77 0 0.77 0 Grate 0.83 2 2 Sag 2 0.05 0.02 2 0.12 1.18 0.02 0.3 Sag Special Sat. Event (50% of Sun Load.) 1 L. S. 675 675 675 GPD 11 L1- VDOT DI -12 0.12 1.2 0.83 2 2 Sag 2 0.05 0.02 2 0.15 1.45 0.04 0.86 Sag12M- VDOT DI -12 0.21 3.2 7.1 0.7 1.04 0 1.04 0 Grate Totals 1350 500 500 800 500 500 675 4825 Gallwk 13 N- VDOT DI -3 0.08 1.9 7.1 0.8 0.45 0 0.45 0 Curb 6 2 Sag 2 0.05 0.02 2 0.27 5.32 0.17 5.32 Sag 14 P- VDOT DI -3 0.04 2.8 7.1 0.9 0.26 0 0.18 0.07 Curb 6 2 0.01 2 0.05 0.02 2 0.15 1.44 0.11 2.65 Offsite Per day flow 15 R -VDOT DI -3 0.94 10.8 5.37 0.45 3.44 0 3.44 0 Curb 6 14 Sag 2 0.05 0.02 2 0.35 9.36 0.25 9.36 Sag from Time dosed System 689 GPD 16 U- VDOT DI -3B 0.25 5.7 6.82 0.6 1.02 0 0.46 0.57 Curb 6 4 0.1 2 0.05 0.02 2 0.16 1.58 0.12 3.15 19 17 X -Headwall 2.58 36.1 2.87 0.45 3.33 0 3.33 0 Hdwall 18 S- VDOT DI -3B 0.16 6.4 6.56 0.5 0.53 1.03 1.56 0 Curb 6 8 Sag 2 0.05 0.02 2 0.32 7.45 0.21 7.45 Sag 19 T- VDOT DI -36 0.14 5.5 6.89 0.5 0.48 1.14 0.59 1.03 Curb 6 4 0.1 2 0.05 0.02 2 0.19 1.87 0.14 4.2 18 Q 20 V- VDOT DI -313 0.13 5.3 6.97 0.7 0.63 0.39 0.46 0.57 Curb 6 4 0.1 2 0.05 0.02 2 0.16 1.58 0.12 3.15 19 4-0 0 21 W- VDOT DI -3B 0.3 9 5.79 0.45 0.78 0 0.39 0.39 Curb 6 4 0.1 2 0.05 0.02 2 0.15 1.42 0.11 2.6 20 Utility legcnd W Water Line attr Overhead Telephone F/D Fiber Optics GAS Gas Line Underground electric Telephone Service DHE Overhead Electric Line W Elec. Service Transformer Drop Inlet W Drainfield Dispersal Line J Storm Sewer or Culvert m, HVAC Unit Note: 1. Contractor to use extreme caution and coordinate lowering of Gas main with City of Charlottesville Gas Division (Contact Phil Garber at 434-970-3811) 2. Contractor to use extreme caution and coordinate lowering of undergraound phone lines with Embarq (Contact Theresa Bryant at 434-971-1371) 3. Contractor to use caution to avoid and protect the reserve drainfield area during all aspects of project. 4. Primary drainfield shall be placed as a first step in site constrcution. This field shall be installed in undisturbed soil and shall operate below the permanent parking area. 1I3I A " 6 o ` r a x ¢CQ > z c' J C O r rn 0) N U t7 O N C M m O C) < LnPC) N W O Y F- N 1w- Z W a:S J y Q s I I U __30 30 j N 41O U o r -i N v U Z J Zchi F _ m m U O w Q o "- o Q.E 3 n C co o z of o Q n c 0 F- U U tl .7- O 0O O O O N O O M Tr SHEET NO. O 4 OF 6 DWG. N0. 07-020 Z 1I3I A " 6 o ` r a x ¢CQ > z c' J C O N r rn 0) N U t7 O N Z.N (N r- M m O C) < LnPC) N W Y F- Y F- N 1w- Z W a:S J S J Q s I I U __30 30 N 41O U o r -i N v U Z J Zchi F _ m m U O w Q o "- 0 m Q.E Ww Q w Q Q D 0 F- C i-- n Z tl .7- O 0O U N r 0) N U t7 O N Z.N (N r- N V C) < LnPC) N L > L0 I' - Z J W W m O (ll u7 Cfl Q J O - d1 Q1 U W >NN N s I I 0) L0 U N sD ,- 0 d - U o r -i N M U T` v J Zchi F _ LL_ c J0 O d- O r U N V Q r o 000 w J d O N v Q) I 0) L0 U N Q r -i N M T` v J Zchi F _ c 11 v Q o "- r U v Q) v Q r -i N 41 U N T` v J Zchi F _ c Q o "- t' t r C'_ O Q 41 C: 4--1 O O U O U Tr SHEET NO. 4 OF 6 DWG. N0. 07-020 C 0 I'------------ DAN 0.08 nc. Slope= 18.8 Length=90 Tc=1.9 N/F Ray A. Gro m o t TMP 79 10 0 DB 329, P. 12G Q o oI1VeryDenseVegetationZonedRA 429.1 Use: Agricultur Q vim+ v • 1 t, N N DAM 0.21 nc. o, o F- LN/F Ray A. Grafi am, C=0.7 \ Slope= 18.0 `t J TM 79-10 '' Length=131 Tc=3.1 7 06 g o DB 329, P. 120 Zoned RA O 6-. - r DA W 0.3 0 z Use: UnimoroVEd TREE .' - 0.45 Slope= 10%r6C 1' - ENci Gp7I1 _ _. o DAG • Length=275 014 oc. i6 DAH1II C=0.65 0.5 CLC. Slope= 117 o nc. C=0.7 Length=221 r Slope= 8.0 Tc =53 P P = 1.0 Ln H v 2 th=60 Tc -2.8 I 7h= 248 FfN /'Rorec r -_ BA K I e C=0.g Pj / Slope= 12.0 J nth=99 DA L 012 nc. u . Slope= =0% _ O L-.` th 250 Tc -5. s 4 ' d/ 1? 0 i 141v 1A o z r ag a*a ' _. to e= 16.0 Lenppth 75" 8 rRFFNE P,gOrEc a a O Tc=1. DAL 016 ac. O of` C//VG T/pN 1`Tp DA J 0,2 ac. C=0.85 Slope= 3.7 Slope= 5.6 en99th=125 2.3 w Y00 Length=106 DAT 0 ° Critica ,--' o V" ( '' DAB L DA E C=0.5 Slope= 10 Length 1 0 Te=5.5 DA R 0.94 Inc. s , C=0.45 _ 16 G.C. Slo 0 deo o e r m w Y t- z J r m Y- UJ z a O O z 0.4 ac. J`J / C=0.8 j Slope= 5.4% % . - 7 ® Length=25 ' 1- i "` z DA D J 0.27 nc. C- 39nc. C=0.8 Slope= 81.3 Slo - 412 Len h= 4 0.5 _ lope= 10% %( en th=1u0 6 S r r s, sir a ' o v , z m m z pDAC Tc 1.9 19 CLC. C=0.75rn_u (` _ h, C 0.9DA l_II- a5 Slope= 4.5% 0 49 nc, ( 1Q e= 3 Length 1192 Tc=3.7 Tc= U 0.25 nc, 1 sus > i, fi , t ({ f z n ss't F/ 1` -, ,' ? s` ' f{ , vw v 0 F- z z z c 3 > z Q Q Q . w w (2 w o m Q o A w Q I LenpOh=88 Tc=_ - enp 64 ,;-_ Tc=5.6 -` ` l F C=0.60 SLo 107 r% F / 1 M - 0 F- o F- !n z E z 1Y - Le h=18 O CV A E ,_ C y v _ DAX" 2.58 ac. i7JJ r- 1 ` v N 0O rn 1714ten © 4 / C=0.45 E Slope= 0 5% Length=600 Tc=36.1 r '' t .' / Z v) Q) F- ai ccN r In n n Q > In r w O O 00 epi one 0 Pole FF Q / 1- lop p U.1 J O M.2 O) 0) U W> N N J U - RS Yr v /V81 °30;x„Iw, I CX 4e An,hor i6/ " a ' Ir rYAPP- • x F / F / O 1- r` 41 U O c_, ,--o. F, w v 438, r, • Q`IP D_ F 0/ Z F F / F gyp/ r / N/F Robert K. & C ji N O D/! F/per F/D_ F D/j F/0. V D/ D F per FY r i TMP 79-17C DB 1766 P. 4160-- ONE --- a' F/D y - • oME_ c F/D--F,D_ Fl '"F70D- F/ O DME_ DF/D` F/D- DHE- Q DW -_ V '-" F/D--._ F/D F/D- F/D--- F/0.. F/D- -- r - F /O p,l" p y N 6 047 v3,,W o /l /i' rr O F /°__ F /O F % " S83 44 - F /D _ OME CCCJJJ" 11= ° HE d F/0 F F/D.-- F/- r0- t nty F ' -(/ Q en _ I,p7 E S o v ai' l ^ End =_e on eb' d> e ° ^(_ dEdgeo ' .. 1- 1 T . % DB 543 P. 528r Zoned RA Use: Residential O A xC - - _ ° HES_ °t1Ed - _ _ PProx C - 7 -- ONE- per_'_ DHE-_ DHE- OFIE Edd e o avemen Approx 26 ^ _ N/FL/oyd Wood, Jr. . -O- b -------------- 111111111111111111 _ -,_ - V o 0o M o - N/FAmerican Legion NoDB824, P. 203 1 i e ; Post 74 Lodge, Inc. t-,/ M 0ZonedC-1 I= Use: Commercial Irl o _, Zoned C-1 i19 o 9 X 0 LO 1 Use: Commercial U r\1 w U W ad U Q) v Q) 0) QCIO w N 41 U E J of J Q Q F- Cd o E Z mow CD Q) v a Q Z Q) rF v o o a v r+i 4-1 j O o U O Cd b b SHEET NO. 4A OF 6 DWG. N0. 07-020 NCO Inlet B to Inlet H tl L i Outfall to Inlet N i SCALE: Wn) = 50 (ft) H, 1(In) = 5(f t) V o 425.00 L 0 425.00 v o m c v z 0 SCALE, 10n) = 50 (ft) H, 1(In) = 5(ft) V Alc a P a'_1 in 430.00 430.00 co Z a) 5 CD a 0 0 a v 5 o n n 420,00 o'`` 0 420,00 Q 3 o, m + a rn ao 0i' Co d a, Q QNS QNtJ/1 Q 425.00 A 4- c 4° y C O O b1 a> NS A L13s O Cl -O O0dfh}. 0) w o w Q415,00 0° 0 µ° a ` 415.00 a J +• 420,00 O O M 42000 t o o N L C3ov7 a.. +, A..+ c mr:oa, a o 0 z:, 0 F i ni ni z o a o n W 410,00 c o m 2+d, LU 410,00 4- Oq0 Q >. F- NON .. er N B C p F- - 6 A '-' +i m N. 43n to A 415.00 N --% W J415,00 f7 4- C3A w M atm J E I Lr) CU J - U7 W W M -t O m i, 0, a,, o o t` m I o- M F N — QE, c c A M 405,00 W i O% a o '4 0+ 0s 2 405,00 O+: L I a,C3.I di E> WIW N WWW J r-. 3 j 410.00 N c OMI'9 0s Nm - 410,00 E > :> E > of'7f' 6ON I as CU a WWW c c' 0,MM oo r,a,US Prop Domes Ic water t jlA N WW V WWW 1 3 H J O.E Q F' £ Ey 400.00 E > > LLJ W ade `., Q, 400.00.. 1F< z rW N 405.00 V 4 O 5 O O 10 yr. EGL CT p) v a z y Gra S P v61- o o rn 395.00 - ---- ----- g' @ 1,56' 395,00o L6 tLJ 400,00 opro t r. 400,00 zoo f - 18• a o.50% W 11265 7 24' 27-f -: 18 @ 0,52' O i Prop an. wr. orce n -- j j O m m f - 390.00 Prop Dralnfld Bader lines _ 390.00 N 5765 - 12• a o,63% Drnl fid the line 1 Y F- Y F-- F- Y J Y J Q j 7 Prop C U p 395,00 i e 395,00 I o 6 4 10 yr. EGL CT p) v La w z r } Y W m m U O 385,00 385,00 z F Q O oroUGElec. S c. p 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 E w W 2 i5 o F_ o V) z z 390,00 390,00 o Prop UG lec. Svc, I N N c a) N 385.00 385,00 0 0) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 Z .N W N r_ Ln 0 Q) Q Q Ln N t F > In Iz _ I w •«-m.2 a)LOW a II Outfall S1 to Inlet W O --MM U U i W >NN L_o--4- oao i O t Ct I- 0 SCALES 1(in) = 50 (f t) H, 1(In) = 5(ft) V 0) I- 410.00 410.00 N v Inlet K to Inlet P O O LI. O N 4- Notes. SCALE: 1(in) = 50 (ft) H, 1(in) 5(f t) V v 0O 430.00 430.00 405,00 405,00 1. All Storm sewer pipe to be RCP 40 unless specified otherwise. o o Q 4- Inlet E to Inlet L 2. All grate inlets are to be Type 11. 425,00 425. 00LID C 400.00 400.00 N 420,00 d 420,00 00 Li 00 Mrn 41 J , , pprox x. Electric OC) W 0 M L N LL NC) UE O O 1 1N IfX'7 .. C71 as to be lowered v7 O N 0 C d 420,00 C' r OD Nod -1 ° 420,00 395,00 a . °' o1. °°°° - °° 395.00 x c ti047A Qom, % Ld L I 415,00 C N I a 415,00 Inlet R to Headwall X E Q 11 J Ld J Ill 5MiaA1 kuQ ra 0r C J ° N C4 Fes P W w s 415,00 415,00 c m a o ° y xj U_ (") M d J 385,00 385,00 390.00 doid 390,00 M 410.00 410.00 Q_ `` c d o, +°, " +' Pr Dom tic water A ° 4 o pcn d O N j o .r P 4. O iia rn E e 410,00 170 410,00 a T r 380.00 ELU.W 380.00 385.00 s Q 385.00 405,00 o Ci v 405,00 N 0 ° , y >` ON 0 In o -WWW Lj J °i+°+ a X 6 CI)+, E>> Gr 1 o Q ., +, A 4 O -J 0 N U WW w o M A 4- m a, 405,00 405,00 E > Pro Domestic water 375.00 WW I oVo -w U 375.00 i 380.00 N r`cnc) c W ro 380.00 400.00 400.00 d m o, E>r R + .__;iMla "M 10 yr, EGL (Typ)- WWW C W W I N 10 yr. EGL CTYP> f Grod <Typ d + WEXIS-onp E > > .. IA o i E > a. J +j 10 yr, EGL (Typ) 400,00 4 0 0.0 0 L z.ioi@ 375.00 375.00 0 370.00 370.00 i N L 395.00 1391- 395.00 1 Q o E11-'73Lf - 15' 0.60% v63615' @ 15,89% r C: Elliptical Conc, pipe 4665 - 'x23• @ 0.28% 395,00 395.00 370,00 2565.- 5' @ 0.52% 370.00 Cn r-I 0O 365.00 83LF - 1 'x23' @ 0.51% 36500 390.00 390.00 0+00 0+50 1+00 1+50 O C 0+00 0+50 1+00 1+50 2+00 2+50 F._) 0O U O SCALE, Wn) = 50 (fV H, 10n) = 5(ft) V 390.00 390.00 365.00 365.00 r-+ SCALE, 1(in) = 50 (ft) H, 1(In) = 5(ft) V 0+00 0+50 1+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 V I SHEET NO. 4A OF 6 DWG. N0. 07-020 0 r Stco-iM WhaweOwealconstructionnotdsforVaterVDe 4 h ,- - NIF Ray A. Graham, ffl j--,Ajj-.*rrs-,and_cons ct' d fill to be *T wift -of-maxe ppti um TM 79- 10 Etru -P i 5t are, OOTA!flit L fill material to be roved b -a got DB 329, P 120A4 _Otocl)i Very Dense Vegetation Zoned RAduringconstruction6 ,e Vegetation 13 42 7 0_6_-A ulturalFNe4ateptightwithinstomaaJlwsariat" rmwater t -t _-7: L! In 4 k k Z to be converted to Perm anage a it' until the site zz oJs -nbtJ& 4acs__ 6 is stabilizedand NIF fl/ TMS! oDB329, F—II petmiss,ion has eeri'ob m- il CoA nty,,Jbh cont -in-§pector. 2L___ cn D 0 0 q) V) ZO--R4--7- ne S1 Use: L#7 7;YPIF rV UYV Limits of Con truction Cal LLJ Y LLJ L6 Lri III evi N Zz, Iff Y D en 3 "-' Q e t r6c 710)v-- fCwilde growl access 0e rd. -(6" cir-u-sher-run j be 20% a-?vd- .... . — ----- grade to max tr9es-slope to b 4/0 0 4 4Q? 0 --k.- wide- gruel access— rd--{C"-crusher run— I V Marc -graae. L1 A:tj 1 A 4# Very De_,,, V:et.fi -7- 01 slD 66 rl wotel Z_)) C 6Sclhel A"O outflow 4 Z 0 T IIephoneo 5 LL 017il & Muff1purpose Bldg. Y_ 7* 71W7 V CY) C:) M IM 0 me LJ C) Z 4.: C; Z 0 Z CP M LLJ U 0 l IM 0 0 Z Z < < E M 03 SOL OF"S, Uj 05 0 V) U_ Z 0 r - Sediment For 04 GA 70ton berm able qh ------ t:: Al marl i t soils tic- vt n. a) N 0 CN Z N 0 00 I- S13L Ln C-4 Q ant; Dom GAS ro, ril WRobef VBlvlyn GA I 'II- X - - - , I" Z Lj E5 j 0 2 Ln CO 0) CY) Lli 5 N C14 LLI 0 FIRE J I'DRAINT /U— F GAS C 0" 48' toperA" W -P 7* ir 0 V) 66, P. 1 FT. DEE[ -vol --- Iti(,ty F1, EA -1 - - W 71 P,> 0 ) = I r 0 Nf 8 -0EXCAVATEDFROMIALL -6 GASFSWwF/p_ IVING CULVERT ONG P el 43--1 _-528 J 5 c a- U f-18ER Op _1777 ed 0- R F/13ELINEDWATERMETER0 0 0 F/13-- FPEDESTALlE H EC -3 RMA NT CHANNEL ------ Use.-2 N 'YJI CN 7=—_ DHE7-- 1314 9 ELINING. -- AL Edge 01 10- vica- IIIwe Future Buildout: newiy 0Appr -7 GAMET7ET-:-- Tf, is chides-constructed building as well as parking NL CLKL26 Jr. INIF L lo Woo -0- o-r-church perefra i6ris as well as employee and visitor parking. 6 It.-Jis'expected-that the site will eventually include an additional Yd Id, 77Y buill-ding !§6ilarint of approximately 6,800 s.f. The stormwaterJTM -P 79-09 ---------------------------a meatent basin, along with drainage improvements have, inY-F American Legion v D3 824, P 203 accordance with Virginia E&S Code and Stormwater Management0 Lodge, ge, Inc. PostZonedC-7 0DIIlCommercial ):It.q codes, been designed to mitigate the current improvements and this P 79- 19 additional impervious coverage. This additional impervious area future improvements that beZone -: ------ represents potential will considered under a future and separate site plan application." CL 0 000 j Biofilter No.: 1 Drainage Area= 192782 s.f. 4.4 ac. Unless otherwise specified on an approvedstormwaterManagementPond (II'l 20) ll 0 T X0M Impervious All 79489 s.f. (See WPRO Worksheet) Landscaping Plan, Tree varieties shall be evenly C LL Required Floor at 4.0% 3180 s.f. minimum distributed: 0 Juniperius, Virginiana (eastern red cedar) LO C\j Agri -Drain Bar Guard trash Rack Required WQV (first 1/2")= 3312 c.f. 72 52 3744 s.f. (UW= 2:1) A_ Red Maple (Acer Rubrunrl0014rRedOak (quercus rubra) CU36- (Model BG36) Top Dimensions of biofilter material= x ORIFICE= 82 x 57 4674 s.f. K All (1" min. Cal.) ILL ch or approved equal) Dimensions at RISER ad CY) Agrid?aln Available Volume= 4209 c.f. 8 ft. Top Width7-800-232-4742) 395.0 Ill O.K. Floor 0. K. 20' Emergency Sl Unless otherwise specified on an approved Landscaping Plan, Shrub varieties shall be evenly distributed: Ci IL Top of Riser= 393.6 *394.0 Biofilter Top Elev.= 390.0 Arrowwood Viburnum (Viburnum dentatum) Winterberry (Ilex verticillata) Riser Orifice= NI Contractor Top of I RISER= 393.6 Min. 2x WQV Req*d to fabricate and Common Spicebush (Lindera benzoin) All (3-4 ft. min. Height at planting) 122.7 C.Y x 2- place orifice 245 CY= 6625 CF -ka--t—levWtion of 2 yr. event= - -- ---------- F__3_9__1_3Tdk ------------------ - -------------------------------- E I l 22 trashrack as req'd. EIO= shown on sheet 6 'Max Elevation of 10 yr. event= OK 0 Em r \ U 3.5 ft. pond vol provided Required No. of Plants (10 per 1000 s.f.)= 38 Sp il I W Sediment Forebay to be planted j, C: 20,000 C.F .... OK Shrubs 28 as water Quality Zone 1. Use 0 li: U Q) Trees 10 Coontail (Ceratophyllum a_ 2'-6" 5' Da. BMP Orifi 391.0 1: SMIN) cel, 7. 7-, 7 ------------- demersum) or pond Weed Potamogeton pectinatus) 4_j IZ W E 4 0) l i Z 41 0 7 ......... 7 L.*.-.. 7,_, 7 n: 7-.7 71-17 n 71-7 ; 7 7 L;., 7 50% SAND/30% TOPSOIL/ 389.07: 7 7 L n 7. 7 - - ............ 20% LEAF MULCH SAND: 0.02"-0.04", ASTM C33 FINE) Pond perimeter to be Q) j C Z 0 N 1z E Q) NDERDRAIN planted as water Quality E: :2 Q) C C 0 GRAVEL 501.17. -24' ADS -N12 2.0% The 6" underdrain shall be constructed from the stone layer of the billofilter to daylight ata. MIN) (AASHTO III R Zone 3-4. Use 0 1fiberopdc, and gas lines with a1/2"-l") WRAPPED Tx TGalvanized antseep collars (sealed to barrel) minimum slope of MY& The underdrain shall two water, f IN FILTER FABRIC minimum 6" clearance. After construction of the sediment basin, the contractor shall Broomsedge (Andropogon End- Sac A 1 0 E Y) Q) 4 virginianus) around 3 4-, 0 6 x 6 x 15 Concrete Antifloatation baseEMOVESILTAND determine the elevation and diameters of all utility lines crossed by the underdrain. The SEDIMENT AFTER FINAL a so he maybacktothedesignengineerwiththisdataly conflnm an perimeter and Switchgrass 0 4 0 0contractorshallreport PROVIDE PIPES STABILIZATION. REPLACE Sediment CG4 b Virgatum) inadequatecrossingofthelinfactoryACROSSENTIREes. if the underdrain cannot be constructed and a satisfactoryWITHLOAMORGRANULAR WIDTH AT EARTH FILL. ill need to be submittedsolutioncannotbeimprovisedinthefield, a stormwater amendment w 20 FT 0. C. and a gravel trench built through the embankmentfrom the 3865 elevation to daylight, Stormwater Management Pond (nts) Panicum andR - 35 abion berm t 0 . around rip rap channel liT I-ed_.afjer- - s i t e 1!, r_T approaching pond. U lz stable and ll P-_ There shall be no zone 2,511 easgres t7- are or 6 areas within thisk/ SHEET N0. 5 OF 6 6, structure. DWG. No. 07-020 O General construction notes for Stormwater Management plans RQ TFC 1. All dams and constructed fill to be within 95% of maximum dr densityand 2% of optimum ON - moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. • - - y-! 2. Pipe and riser joints are to be watertight within stormwater management facilities. ---- - ,1= 3. For temporary sediment traps or basins which are to be converted to permanent stormlwater P Y p . o management facilities; conversion is not to take place until the site is stabilized and a . permission has been obtained from the County erosion control inspector. 6- 0 #- Wades_ ro I aG -- a "rd_ (6 „-amu S e run Biofilter Notes 'P TrA a raaCbeoN ; 1. The Biofilter Soil Mix shall be Luck Stone Bio -filter Mix or a tested _ --- equivalent max cross si G e uivalent a roved b the CountyEn ineer. q pp y g _ _- rm i n e `"', / Top=37,2: _li• f111• 11• li• f111• f111• _ 0ninstalled/converted until the site Is dete ed to b__ 2. Blofllters must of be _ X68.1 adequately stabilized by the erosion control and water resources inspectors. - 6" Sche 4o vc , outflow3. The contractor shall contact the water resources inspector 24 hours prior to -- mica - 388 backfilling the biofilter and request an inspection and approval of the underdrain -- 380 Installation and the soil mix. Unless otherwise specified on an approved Landscaping Plan, Tree varieties shall be evenly distributed: Juniperius Virginiana (eastern red cedar) Red Maple (Acer Rubrum) Red Oak (quercus rubra) All (V min. Cal.) Unless otherwise specified on an approved Landscaping Plan, Shrub varieties shall be evenly distrributed: Arrowwood Viburnum (Viburnum dentatum) Winterberry (Ilex verticillata) Common Spicebush (Lindera benzoin) All (3-4 ft. min. Height at planting) Biofilter Computations Albemarle County Water Protection Ordinance Plan: Cville 1sttChurch of the Nazarene Preoarer: JLT Project Drainage Area Designation Water Resources Area Date: 03 -Nov -09 Revised Trap No. 1 Retrofit Biofilter No.: 1 Bottom of weir stone= Drainage Area= 129011 s.f. Impervious Area= Sediment Fiar s.f. (See WPRO Worksheet) Fly Embankment 198 s.f. minimum Required WQV (first 1/2")= 330 c. f. Ile 10. 14 x 28 = 392 s.f. Dimensions at Bottom of Wleir= 20 1 Available Volume= I iced Inflow AStabilizedStab) Channel Floor O. K. Overflow Spillwayfedimen 79 Forebay 1 1 At 1 ft. design depth= 79 S.f. at full widlth of floor-- Rip— op I Yeilds balrrier Inlet Channel ft. from upper end of retrofit Protection ' • I I I I II l Normal Mater Surface r_ _ — , — — r Elevation II II II d d II b W Construction Mointenonce c 3 3 0 I=p 3 q) ZO Approved Sediment Spall PLANArea (with, npro and sed1 em oo tiro6No Scale c a> al N Existing Grade Normal Water Surface Proposed "----. Elevation-Forebay Normal Water Surface Elevation—Constructed We, Grade U Ripkp Inlet Q L Channel Protection Stabilized Overflow Spillway Gabion Baskets) ALTERNATE SECTION A -A No Scale 3_04-1 Biofilter Computations Albemarle County Water Protection Ordinance Plan: Cville 1sttChurch of the Nazarene Preoarer: JLT Project Drainage Area Designation Water Resources Area Date: 03 -Nov -09 Revised Trap No. 1 Retrofit Biofilter No.: 1 Bottom of weir stone= Drainage Area= 129011 s.f. Impervious Area= 7920 s.f. (See WPRO Worksheet) Required Floor at ;2.5% 198 s.f. minimum Required WQV (first 1/2")= 330 c. f. Top Dimensions of biofllter rmaterial= 14 x 28 = 392 s.f. Dimensions at Bottom of Wleir= 20 x 34 = 680 s.f. Available Volume= 804 c.f. WQV O.K. Floor O. K. Forebay design (0.10"-0.25"' per acre of impervious) Required Volume= 79 C. F. (Imperv. Area x 0.12" / 12) At 1 ft. design depth= 79 S.f. at full widlth of floor-- 14 ft. Yeilds balrrier 6 ft. from upper end of retrofit Biofilter Top Elev.= 371.5 Bottom of weir stone= 373.0 Top of ponding bene= 374.5 Max Elevation of 2 yr. event= 372.5 OK Max Elevation of 10 yr. event= 372.6 OK UW= 2:1) Rural Land Underdrain: 1 underdrain line(s) 33 L.F. of 6" perforated PVC pipe Max. Outfall Elevation = 368.1 See plan for actual lengths and elevations Required No. of Plants (10 per 1000 s.f.)= 4 _ Shrubs 3 Trees 1 Tree varieties shall be Juniperius Virginiana (eastern red cedar) evenly distributed: Red Maple (Acer Rubrum) Red Oak (quercus rubra) Shrub varieties shall be Arrowwood Viburnum (Viburnum dentatum) evenly distributed: Winterberry (Ilex verticillata) BERM Common Spicebush (Lindera benzoin) Note: Trees and shrubs are selected based on Virginia Stormwater management Handbook recommendations (Tables 3.11.7A & B) and cross-referenced with Albemarle County approved plant list. SLOPES 1" min. Cal.) 1" min. Cal.) 1" min. Cal.) 3-4 ft. min. Height at planting) 3-4 ft. min. Height at planting) 3-4 ft. min. Height at planting) Seoy r- l i- 17-0," T f -- -- ttet"- rotPct.lO a= xy` UPpdr= Width Lo - I - Sediment Trap Retrofit (1 "= 20) CLEAN-OUT TMP) Sediment 6" NON -PERFORATED OUTLET PROTECTION PVC PIPE TO DAYLIGHT OVERFLOW w PROTECTION s XWI°""' AM IM RM 00I SLY STONE WEIR BERM BERM 3:1 SIDE I I I I SLOPES OMMNMinL&MalumftL MAX) I 1 II 11 11 11 II II II II II II I 4"-6" PERFORATEDIIII II I II PVC PIPE II II II INLET II PROTECTION/ II II I ENERGY I I I I II IIDISSIPATERII II II II II II d d II b CLEAN-OUT TMP) Sediment Trap Retrofit (no scale) G O w s XWI°""' AM IM RM 00I SLY UMI awa S W AM AT 10 R 662121W I= IIIIV11CLOMMNMinL&MalumftL STONE WEIR 4"-6" NON -PERFORATED PVC PIPE ® 0.5X MIN, SLOPE TOP OF BERM L LOAM OR GRANULAR EARTHFILL 4"-6" PERFORATED PVC PIPE ® 1% MIN, SLOPE STORM WATER CHANNEL CLEAN-OUT G O S U W 3 0 I=p 3 q) ZOamiamica> al N U Q Q m t, h 1 1aQt aQt z, h H aoagooW LLCUO O O M O O O p O O 1tSIA Cr z0 N CQr J o LL moa o rn r i O M m O W 0 0 LLJ N Z a-= J S J Q U U L. o o 00] m U Z Ow a ~ 3 < 0 2 > Z U) Q Q Q Ld oQJ Q 0 F- 0 __ (1) W Z Li Z O N a NN o ONN Z j Nr n 000 N QQLr)N Z 41 J O L i •- m N Ln c0 III Q l l9 J O — — O Q) U f W > NN U C o En I I O3OO r_ CL o U L_ U U O NI.L 0 N_ 0 V s? - w 0MM Co x LL N C -I 5 1— U_ T m V V CL U Qv c U1 U r -i 41U E I --I N En ai J Q C CIO0 I) E Z Q) o Q Q) m o O Q C E L_ O U O n c SHEET N0. 5A OF 6 DWG. N0. 07-020 Dens 4% OP Outlet Protection Ver`.: Drainage area= 4.43 ac. x 134 c.y. per = 593 C.Y. Min. Total storage Construction NIF Ray A. Graham, 111 CE Entrance Tack Wel TMP79 70 DB 329, P 120 yVer Dens eNegetation. Zoned RAIt Jse.Agficultural429-t-, Sediment T7-11 Drainage dre e oi---309- -PZ' --a -Etev / 368.5' NIF H/ Length= f A6 o Is_ S Bottom oP Excavate W s, t40 -- TM P 29 4 Dot K-of Wet slordge= 3 f t. DB 329, R-720- te&nGtkI eLev,= 370,0Zonie-d-ffi+- 4 ICL a -A f ` 0Use: Um npmved- at -E4"71512x20fo1026s, zf!wrofConstructlonDep -S t. U A Limits -f6AV/ 7 oN p77 6 _16 6 4 s.f, _at ELev 374,5Top 4C p3 l Al 2.5 f t. yc Mill, 0D 0' 6\111' 10 ft. wide gil access ftrd.-(6" crusher -run mgli MW grade LO 00 -Z87b al 0maxcrass -slope to b 0-ftwide--gi access 402 Q' i 07rr -crusher ril 21 / F I I I, - - f) Ic 7)tc s rill cross Very Dense '4t,etati VD©? D L) U -1 D - I - r' k 72' 368.1 S'hedi tv j, loutfl-W 0-N T-Opso ll S40ckpile 76'@0.5 0 At'qwpletiow pilin N, Tempi Seed - church & ose Bldg. to be ai:5plied a,nd 714'-V 7 T= 406. 0) -by silt -- Pile surrou,9_ded Dfience-SF). ST- lp WO arkirid A, 402 Sediment For 1 ion i upper= VVid to Ill Ani -o OA 71 o GJ017Sj D 0 CT -1 MFRoberf K. & L irrolyn GAS JIM- 7V--P- 75aoitRON INT 14S 1-766, 4711 -- 10, 66,543,-F- 28--- F'113, -V11DT ES- F ND ER PHii, 4Y TIAs dge bill P oWATERMETER -S-P lr T 0- F rl nil ---Use-,--ResSeclimen -2 ul D rel MCI RED AL Edge orl t 17, f pprpx -7 Edge ot 1`0v 1r1P, G S MET'E. "Bbt to f, 40 8 s,f,,t EteV0 72KUR De t 77,O- INIF L 16 W e* outydWood, -0- E ev' TM -P 79-09 - ---------------- - ---------------- Of f .-at3,4'- v/F Arn legion vefyican -00, en---. Fb t X -Loll DB 824, P. 203 t-- s,f,- at _ev 2.15 0 2" Inc. Zoned C- 7 E f 7 - Use: Commercial 794-P 79- 19 9 :,f tZone j 5 Bars (each way) Grid opening (typ.) 11n, - 1/411 stainless steel bar welded grid 1/4" Self tapping stainless steel screws (typical of 6), Contractor to set screws to intersect top of riser Z corrugations 0 12 gauge stainless steel plate radius to match riser radius U "S Riser Orifice Trash Rack Expected Construction Sequence: 1. Install perimeter Ell controls such as Silt fence, diversions, and Sediment traps. 2. Clear and grub additional roadway areas 3. Rough grade roadway, install culverts 4. finish grade streets 5. shape ditches 6. Install base stone 7. Install ditch linings 8. Install Outlet protection 9. Seed & stabilize site 10. Remove temporary and perimeter controls Riser Orifice Trash rack Calculations: Orifice Area-- 19.6 Sq.in. Rack face= 25 sq. in. Rack edge= 20 sq. in. E&S Symbol Legend 4% OP Outlet Protection Drainage area= 4.43 ac. x 134 c.y. per = 593 C.Y. Min. Total storage Construction drainage tubing. CE Entrance Tack Wel Required Vol.= 10134 C.F. (Impery. area x 0.25*112) n/a SB Sediment Basin Design Depth = 3 ft Q10= 17.5cfs Culvert Inlet Protection Q25= 20.2 cis Median area= 600 sJ. Wet Diversion Q100= 24.3cfa Provided Voll 1800 0. K. TOP OF Dike Ferinco Style Coupling Storage SlIt Fence Dewatering Orifice Limits of n/o. Construction Min. Dia. as called. Bottom Elel Pond Riser fillillillilillitill B M 1 Blanket & matting I or,?) n/a pg Permanent i II TRASH RACK Seeding TP Tree Protection STABLILIZED Orifice Size: 3" Dia. (Convert to 5" at installation of biol Rock Fill Check OUTLET Dam Recommended Dewatering System for Sediment Basins Adequate Strapping Cap Depth I Sediment Basin Design Criteria: Perforated polyethylene Drainage area= 4.43 ac. x 134 c.y. per = 593 C.Y. Min. Total storage Design Criteria= 0.25 in. storage per acre of imp. area EMERGENCY drainage tubing. SPILLWAY @ 67 c.y, per = 296 C.Y. (8006 cf.) Dry storage Tack Wel Required Vol.= 10134 C.F. (Impery. area x 0.25*112) Die. as called. 02= 12.9 cis Design Depth = 3 ft Q10= 17.5cfs Side slopes of 2:1 Q25= 20.2 cis Median area= 600 sJ. Wet Q100= 24.3cfa Provided Voll 1800 0. K. TOP OF Ferinco Style Coupling Storage EMBANKMENT Dewatering Orifice Riser= 36" CMP fitted for connection to outfall pipe Schedule 40 Steel Stub 14 BARREL Min. Dia. as called. Bottom Elel Pond Riser Emergency Splill 20 ft. grass lined Note: With Concrete Riser, Use PVC Schedule 40 Stub for dewatering orifice. RISER WITH Note: Drainage tubing to comply with ASTM F667 and II TRASH RACK AASHTO M294 Sediment Basin Design Criteria: Sediment Forebay Design Criteria: Drainage area= 4.43 ac. x 134 c.y. per = 593 C.Y. Min. Total storage Design Criteria= 0.25 in. storage per acre of imp. area EMERGENCY @67c.y.per = 296 C.Y. (8006 c.f.) Wet storage SPILLWAY @ 67 c.y, per = 296 C.Y. (8006 cf.) Dry storage Impervious tributary aril 27% or 79,500 s.l. equivalent Required Vol.= 10134 C.F. (Impery. area x 0.25*112) Inflow to Basin 02= 12.9 cis Design Depth = 3 ft Q10= 17.5cfs Side slopes of 2:1 Q25= 20.2 cis Median area= 600 sJ. Q100= 24.3cfa Provided Voll 1800 0. K. TOP OF EMBANKMENT Riser= 36" CMP fitted for connection to outfall pipe Top Elev.= 393.0 BARREL Outfall Pipe= 50L.F.-24*ADS-N12l Bottom Elel Emergency Splill 20 ft. grass lined Anti -floatation Plate= 72"x 72"x 18" Concrete RISER WITH Trash Rack: (see note 2) TRASH RACK Diewatering Device: 6" Dial. pipe (See detail on Narrative) SEDIMENT STABLILIZED Orifice Size: 3" Dia. (Convert to 5" at installation of biol SEDIMENT BASIN OUTLET Ant -Seep Collars: 31136" sealed watertight to barrel FOREBAY Dewatering Orifice Calculations: h=(393.6.3912= 1.3 Gabion Sz 11,195 C.F. Baskets Q= 11195/21600=0.52 cis A= 0/1 x h/2)A0.5 x 0.6 PLAN 10.05 s.f required d= 2 x (AJ3.14159)Al +1-3" Top Width Per VESCH add min. 2"... use 6" pal pipe EMBANKMENT TRASH RACK EMERGENCY STABILIZED WITH Elevations: SPILLWAY VEGETATION Anchor base= 388.5 ELEVATION Bottom of excavated pond =387.0 CLEANOUT A J j -O MARK -5' min FREEBOARD Outlaill= 389.0 0.5' MINIMUM top of bmm=395.0 Dewatering Elev.- emergency spillway=394.0 Riser Top= 393.6 Z ELEV.( Orifice Elevall 391 -0 Dewatering Elevation= 392.5 ORIFICE ELEV Wet Storage Elev.= 391,10 (+1469 C.Y.) OK POND BOTTOM Dry Storage= 393.0 (+/1114 C.Y.) OK N Dimensions: (see grading plan for shaping) Outlet Protection: Ant Seep Collar(s) d50= 6 in. depli 12 in., ANTI -FLOTATION SECTION Outiall Pipe La= 12 ft. PLATE Width U pil 5 ft. Width Lower-- 15 ft NOTES: Embankment Fill slopes= 3:1 1. THE SEDIMENT BASIN WILL BE CONVERTED TOA PERMANENT WATER QUALITY Internal Pond ell 2:1 STRUCTURE (EXTENDED DETENTION WITH BIOFILTE% 2. Trash Rack to be appropriate diameter Agrictrain brand (1-800-23211742 Heavy Duty Bar Guard). 3. Riser to be Corrugated metal pipe welded to the anchor -plate and fitted with outlet flange to connect outlet pipe at prescribed elevation. 4. See detail for specifics of dewatering device. SEDIMENT BASIN (li O E: ku Eo; 12 Z 2q.) W Ln 44 K Z Z' 8 C7 N q) 5't' DD DD Uj U3 JLL- C' to LO 4* OriN O 0 Z 6 Z orNall M m 0 gm L) ILL 03 V CF) M 0D 0 0 N 0 ff 0 LLI Z 0 7') C) C) 4-; Ci L Z M M U0 0 CD 0< 3. < > < 0 Z E i W7rj i5 0 1 0f- V) Z Z 0 O 0 0) N I Z.Ic3IncNr-, 1Z 0 001`10 n Lr) CN 4, J I r- 1 0 Z 1 LLJ 4 --LOWD II0Or) M CN C) V) 0 V) n 0 CL L; q- 'q - U C 0 V) U 0 C14 0 CQ C; CL w00CC)1.0Cy.) y) 0 0 -E M17obi .- LL 0) U1 vJ co tCt LL ad M IL Q) Q) 0) CL N 4- cn 0 E U 0 0 0 W0:3Q)C: 0 0 0 L/ SHEET NO. 6 OF 6 DWG. N0. 07-020 County of Albemarle Cdritisrv*thW i'MR Cbealbi I - Tobe phwed on Leu M"* Plow I iitwdbooic, pp M-28&111497 for eomorte apecBladlat 11, 1. Tho faggImiftl do beAM 99 JIM AM I 38 Trees to be asved; 0 Limit, of cleating (outside dripli.- -ft,- to be saved- i.ocatmon aedtype of ptas dw. fencing; A :'Grado ohw3ves sequid4 Me WON or 54115; JS Proposed trmmchingorhmpding beyond the fmmits of eleetiog. x. jr ut rib ata c visibitto'equipmentoperamts. or bonmaticcdwith beigMsavedaha11be7NAlltree: to be No gtxding Shall been until *t wee mUk* bw ban MSM,W and Vpwml by a COottcy 1tt pww, 3. )RTm It nslliradon. kInIaiTsoepresorvatimt ,d ptotectiott measures shall bo reviacved with ttte conaactm•an site. a.0, w1djILIMItAgim Hewraq t4, 1 ,vwcw%r:tteflic ani mmge of ffl%tmeieisdcluditig wit W" am be peYmittod wlthiu tl e' dtiptit e9 of never to be rived. S. . Such demes shill tat advandy affect ft= to beataved. b• 12M Liras Rt' :" pmdttod within toofeet.ofthe &ipfine of.aim to bo. saved. 7. Todclislarlsk otic tt tt&%: smell tootbe stored **in 100 fed -f *e dr10ft oft m to be saved. L D Tma.w be ftkined wkWn 40 fat ofa probed builditM or VMdin8 seiiviiy pull be Pcetecad by Wig - X Fencing" be in pbw wW 4hdl t* iospe'ted Ul aPpmved by a County ' °rP*rto 8ra g or vctim 9._ Vlrhen dme gttnmd Levet mug be raieod Within tlte'dripliae:of :tree to be saved,::A'troe welLdwU be provided anda:oea>rittlotian:elanil agwitted for wtoval_ 10. JK VVSen tha:gnt!and tovol matt be towemd within the dripttne •a ttae to be aatred;a tree wall aba11 baprovlded;:and a omwWwdon 4"l r,11 tted 1br approval. 11. , ofILWtta•Cbaehiitf to teyuaed witbirr the litttits ofsteering,-itahall be donee tit ao+syt'fiam dq trunkr Lases as pos-W Tuorteiing amder alacp uw t;hstt be oon6dered as as ettwaadve whmt tt is aattdpeted IW neoess y U00b* wlil dli$VM ftlederrootL 12. Ftotxeiwe feacingsW1 vo talsat item Moved diving tbe:fln t cleA wp. 13.. Damaged troea WWI be treated is.*d**ly by ptuo}a&, feM6.tion or other metbods roedatmen8ed by a otee.i pwi,t. NOTS T. IS TUB DRYWA)MR'S RXSfONSIRIF, '1'X TO. COPi ZR WI'M THR:COMAACTOR ON Tim COiqBRRYA't*wx ' XEQWRVKLWM I CODfI'RAIC'T•P'ttRt""HAStiR $11G1YATURB (DAI11 M( _ CONSERVATION PLAN CHECKLIST TREE SYMBOLS EXISTING TREE TO REMAIN LARGE ORNAMENTALL TREE. VARIES, SEE PLAN 9) TULIP POPLAR LONDON PLANE TREE LITTLE -LEAF LINDEN SWEETGUM 0 WILLOW OAK 0 CRAPE MYRTLE e OMEDIUM ORNAMENTAL TREE. VARIES, SEE PLAN 111x,, k - 011E EASTERN RED CEDAR E) REDBUD FLOWERING DOGWOOD SHRUB SYMBOLS Q PRAGUE VIBURNUM 0 INKBERRY HOLLY MEDIUM ORNAMENTAL SHRUB. VARIES, SEE PLAN 0 OTTO LUYKEN LAUREL O ANTHONY WATERER SPIREA 0 COMPACT PFI ZER JUNIPERT o HARBOR DWARF NANDINA ORNAMENTAL PLANT SYMBOLS KEY FENCING .AND A ktORING - , \ - _ __ - _._ - .... _ . _ _- -- _ = _- __ _ -_ ,.- --- _ . _ ._. - ", - _-- ---- -- _ _ _ 9 ._ - - - _ - - _u . -- -- - 1 11 S, T _._ / I 1u 11 I I 1 , I I err ws ! - _- - - ...- - 11 __ I I - - - - -- por.ane -- _ - - _ - - .. _ _ __ / C, /ii % 'i s - - -- __._ - - - _ - i l / / j rr r, Il > Lal....io _. - _ - - \ 7 1 I _ -_ _ _ / / twMa rates s+s i --- u ..... i - _- _. _.. ---.. _.- - /,,'; / 00 ooao iatoc Ve(' ve .- _ . I \ . / / / / / / I i \ I / J I If / / / I / ! / J / / -- - " //,// i// , // i i 1 n / / . / rm awcr tas / j / / / / l yf${r(jC O I / / / het / ! r / i' / / /i f /i l'%i / I l / ' / / ; l J Cj Y'r J , / / '' Denseil 9 / / / / --- -- - - / // / 1 / / CORRECT METHODS OF TREE FENCING ') , / / i / ' /, / / / / / .' / / / / / / , / ' / / /GIm s O{ ) . I % / / / / ' f y/ / ! / ' / / / I / ' / - - ' / - -- / / / / / i / / ' I f I 4 ,<1 t I r i 1 % / / % / '/ ;' / /' /_ . r, / / / ; , / / /''/ / / / \ % / / / % / I I / ITRE PR TECTION / / / / / / / / // / /' . - -! / -- '' TRSE/P!!?C67(Ci P 1 E i / 5. l f/ / , j / ) t ) / FE CIN / i - - t _ / - • ,/ j J/'g -/-FEN II'G I \\ '' . w' , , I r % / / / /S/i"15C./1pJ AV ' i / ---. _._ __ -- - \ \ '('i4 7' \ t" M ' / i - / / / - / ' 1?WW na / . F --- --•- -- ` p -efin r ._ -• • __ _..._.._._ _. ,r. - -, - _ - - --- - --- / r - --.-- -.- - _.._._-----.- ti' _ V _ - - % i - - / J 7- _6 so / /.. Y - ,' .., ---- ao.= - - -- 1°'_-• / _.€ ARE-PR4T€fiTT10N _ - / 7 t / l son of - _.._.-. __-__ _.-_ _ . _ __ . _ __ _._ _.. _ _ I - 1a / W CORREGT TRUNK ARMORING / _ / -- _ -- - -E- F FEN 1 _ , r r / / a / / /' j ..,.,..._. :.w.. !.-., ,, w, .r -, _- r.:-...,.-: ,f :x _ s:.. / %' ,\/ / / / /... / / - - - _ c_'> _ N - '/ / e' P a u . TRIANGULAR BOARD FENCE / i - -- -- -- ,te - - -- -f / / „ / / ' \ ;4_ /' / - G T> r E' - r ; - / - -.. 5 R ,// / , / I V A,10 RSM /' / • TNT - F tet' / \ .I / .// - / s „ / s' on _ e / i R TEC ION DTL. N.T.S. . ' \' i rp ycGP'r ,- ' i /' / i' i / rr `° _ + / / TREE P 0 T / 6s' j // J ) t i 14 ; r- .. w , is -: T -R fz/ SUMM RN" _ ,, /, a / Ji 1. Set the stakes. 6' Max FIOW 3. Staple filter material to stakes and extend It into the trench. A 2' upsllopet along "thxe 4li" nerench of the stakes 4. Backfill and compact the excavated soil. Sheet Flow Installation Points "A" should be higher than Point "B" Drainageway Installation Silt Fence Instcllation A TREE PROTECTION - FENCING Drip Line 1' Min I eK 1K aw, I400 Otow I Oto"' Otew ems' mwwowow4yi ovr aw 4ow SIDE VIEW 6' Max Fence C Ground Surface O ao Post POST AND FENCE DETAIL NOTES; 1 , The fence shall be located a minimum of 1 foot outside the drip line of the tree to be saved and in no case closer than 5 feet to the trunk of any tree, 2. Fence posts shalt be either standard steel posts or wood posts with a minumum cross sectional area of 3.0 sq, in, 3, The fence may be either 40' high snow fence, 40' plastic web fencing or any other material as approved by the engineer/inspector, REFERENCE STANDARD DWG. NO. Project IL -690DesignedDate Checked Date%04owSHEET i OF 1 Approved Date Naa+v Fwovo« conwwrwr<tlon e.vlo. DATE 4-7-94 Na*ve MANAGEMENT STRATEGIES 1. Areas which are not to be disturbed shall be clearly Marked by flags, signs, etc. at the owner's discretion, rri 2, The Contractor shall be responsible for the installation and maintenance of all erosion and sediment control Measures, PROJECT DESCRIPTION: The purpose of this project is the development of a Church facility and associated permanent stormwater management facility. Approximately ER SI N AND SEDIMENT CONTROL MEASURES, 6.8 acres are scheduled for disturbance. Measures shown on the accompanying drawings are to be installed in Co accordance with the specifications and standards of the Virginia Erosion and EXISTING SITE CONDITIONS: Sedimentation Control Handbook, 3rd Edition 1992, The topography of the site is rolling within all reaches. The area landcover is partly wooded along the perimeters with most interior areas as open 0 field.. MAINTENANCEi cl In general, all Erosion and Sediment control measures will be checked ADJACENT AREAS: dally and after each significant rainfall. The following Items WILL be checked In particular; The project area is bounded by Rt. 22 to the South, 1-64 (EBL) to the north and east and by unimproved or rural properties on all other sides. a) should sediment basins or traps be required, they will be cleaned and maintained 0 according to the Virginia Erosion and Sediment Control Handbook, SOILS: b) All gravel outlets will be checked regularly for sediment bulldup that Soils in this area are generally described as Davidson Clay Loams(23C) in the higher elevations and Manteo Channery silt loams (518) in the Witt prevent drainage, If the gravel is clogged by sediment, it shall be lower elevations. removed and cleaned or replaced. J c) All silt barriers will be checked regularly for undermining or deterioration CRITICAL AREAS: of the fabric and repaired as required, Sediment shall be removed when Critical areas are those (such as creek channels) subject to concentrated stormflows or subsurface springs. In topography such as this, the level of sediment deposition reaches half way to the top of the barrier, source control of sediment is critical to erosion control. Contractor should use care in scheduling and sequencing to minimize excavation exposure in d) All Seeded areas will be checked regularly to see that a good stand is these areas. maintained. Areas should be fertllized and reseeded as needed, 0 e) The acceptance of approval Implies that the applicant has agreed to use EROSION AND SEDIMENT CONTROL MEASURES: the materials as Indlcatied on the Erosion Control Plan, attachment Measures shown on the accompanying drawings and in this narrative are to be installed in accordance with the specifications and standards of and samples submitted. Any change to the approved design or materials will the Virginia Erosion and Sedimentation Control Handbook, 3rd Edition 1992. require approval by the! Engineer, aQ CALCULATI NS; STABILIZATION PACTICES None, Adapted from State Minimum Standards as effected, 13 SEP95). Standards listed here, are in summary form. In cases of question or controversy, PERM, SEEDING SPECIFICIATI NS, (All units in Pounds per acre) the Virginia Regulation VR 625-02-00 shall govern. Feb, 16 thru April 301i MS -1 Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion Kentucky 31 Fecue- 128 lbs.j Red Top Grass- 2 lbs,j Annual Rye- 20 lbs, of the site. Temporary soil stabilization shall be applied to denuded areas within seven (7) days to Fertilize at 1,000 lib, per acre or as determined by soil test denuded areasthat may not be at final grade, but will remain dormant for longer than 30 days. Permanent stabilization shall be For Slopes steepeir than 3;1, add 20 lb. Crownvetch applied to those areas which will remain dormant for longer than one year. May 1 thru August 15 Kentucky 31 Fecue- 128 Lbs.j Red Top Grass- 2 lbs.j Foxtak Millet- 20 lbs. MS -2 Soil stock piles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection Fertilize at 1,000 (go. acre or as determined by soft testandpermanentstabilizationofallsoilstockpilesonsiteaswellassoilintentionallytransportedfromthesite. per For Stopes steepelr than 311, add 20 lb. CrownvetchMS -3 A permanent vegetative cover shall be established on denuded areas not otherwise stabilized. Permanent vegetation shall not be considered Aug, 16 thru Oct. 31; established until a ground cover is achieved that, in the opinion of the local program administrator, or his agent, is uniform, mature enough to Kentucky 31 Fecue!- 128 lbs.; Red Top Grass- 2 lbs.; Annual Rye- 20 lbs. survive, and will inhibit erosion. MS -4 Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment on-site must be constructed as Fertlllze at 1,000 lib. per acre or as determined by soil test a first step in grading and be made functional before upslope land disturbance takes place. For Slopes steeperr than 311, add 20 lb, Crownvetch MS -5 Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. Nov. 1 thru Feb. 15; Kentucky 31 Fecue- 128 lbs,j Red Top Grass- 2 lbs,j Winter Rye- 20 lbs, MS -6 Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to, three (3) Fertilize at 1,000 lib, per acre or as determined by soil testacres, shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accommodate the anticipated sediment For Slopes steeper than 3:1, add 20 lb. Crownvetch loading from the land disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. MS -7 Cut and fill slopes shall be constructed in a manner that will minimize erosion. Slopes that are found to be eroding Q excessively within one year of permanent stabilization, shall be provided with additional slope stabilizing measures until the problem is corrected. GENERAL REMARKS; GG1. MS -8 Concentrated runoff shall not flow down cut or fill slopes unless contained within adequate temporary or permanent channel, flume or slope Lime shall be apiplied at 3 tons per acre unless otherwise noted, drain structure. MS -9 Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 2. Fertilizer shall be Type 10-20-10 unless otherwise noted. MS -10 All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. TEMP. SEEDING SPECS, MS -11 Before newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or For Planting Dates of Sep. 1 to Feb, 15permanentchannelliningshallbeinstalledinboththeconveyancechannelandreceivingchannel. Use a 50/50 Mix of Annual. Rye and Winter RyeMS -12 When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and at 50 to 100 lb. acre. stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and per cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. For Planting Dates of Feb, 16 to April 30MS -13 When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary stream crossing Use Annual Ryegrass at: 60 to 100 lb. per acre. constructed of nonerodible material shall be provided. MS -14 All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. For Planting Dates of May 1 to Aug, 31MS -15 The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. Use German Millet at 50 lb. per acre. MS -16 Underground utility lines shall be installed in accordance with the following standards in addition to other applicable 0 criteria: o a. No more than 500 linear feet of trench may be opened at one time. w b. Excavated material shall be placed on the uphill side of trenches. O c. Effluent from dewatering operations shall be filtered or passed through an O approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. 1 t' Earthwork Summary: It i expected thQ th earthwork on his project wll ba once on site. d. Restab;lization shall be accomplished in accordance with the regu a ions. e. Applicable safety regulations shall be complied with. Gieneral construction notes for Erosion and Sediment Control plans MS -17 Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by 1. The plan approving authority must be notified one week prior to the pre -construction vehicular tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street conference, one week prior to the commencement of land disturbing activity, and one week washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger prior to the final inspection. land -disturbing activities. 2. All erosion and sediment control measures will be constructed and maintained according to MS -18 All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped rniinimum standards and specifications of the Virginia Erosion and Sediment Control sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control and sedimentation, Regulations. MS -19 Stormwater management plan for the project details the extended detention dry pond. The subsequent routing shows substantial decrease 3.. All erosion and sediment control measures are to be placed prior to or as the first step ininstormwaterrunoffforthesite. clearing. Mulch Specifications Straw or Hay- 1.5 to 2.0 ton per oc. (2.0 min. for winter cover)- free from weeds and coarse matter. Must be anchored. Spread by hand or blower. Fiber Mulch- Min. 1500 Ib. per acre- Do not use as winter cover or during hot, dry periods' Apph as slurry. Cam Stalks - 4-6 ton per acre- Cut or shredded into 44 lengths. Air dried. Do not use in fine turf areas. Apply by hand or blower. Wood Chips - 4-6 ton per acre- Free of coarse matter. Air dried. Treat with 12 Ib. nitrogen/ton Do not use in rete turf areas. Apply by hand, blower or chip handler. Bork Chips or Shredded Bak-' 50-70 C.Y. per acre- Free of Coarse matter. Air Dried. Do not use in fine turf areas. Apply by hand, blower or chip handler 0" fiber Mulch is the only available mulch during periods when straw should be used, op* at rate of 2,000 Ib. per cc. 4.. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5., Prior to commencing land disturbing activities in areas other than indicated on these plans imcluding, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6.. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7.. All disturbed areas are to drain to approved sediment control measures at all times during lalnd disturbing activities and during site development until final stabilization is achieved. 8.. During dewatering operations, water will be pumped into an approved filtering device. 9.. The contractor shall inspect all erosion control measures periodically and after each runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 111. All waste materials shall be taken to an approved waste area. Earth fill shall be inert miaterials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Olydinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Allbemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral swpport, or order to minimize any hazard to persons, physical damage to adjacent land and innprovements, and damage to any public street because o slides, sinking, or collapse. 15. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 1992 Ouflet Protection O c E 3 v o 0 vr) r v 3 c v 3 Lo v 0% Filter Cloth Key in 6-9" recommended for entire perimeter 1. Apron Lining May be Rip Rap, grouted Riprap Gabion Basket, or concrete. 2. La= length of riprap apron as specified. 3. d= 1.5time max stone diameter but not less than 6 in. 3.02 STONE CONSTRUCTION ENTRANCE EXISTING 70' MIN. I PAVEMENT A 5:1 EX. GROUND F i FILTER CLOTH-` "MOUNTABLE BERM 6" MIN. A (OPTIONAL) SIDE ELEVATION 70' MIN. 10'M B WASHRACK OPTIONAL)oil ZW1 EX. EX. GROUND PAVEMENT, VDOT #1 B -POSITIVE DRAINAGE COURSE AGGREGATE TO SEDIMENT MUST EXTEND FULL TRAPPING DEVICE b WIDTH OF INGRESS AND PLAN VIEW EGRESS OPERATION 12' MIN. 3" MIN. 3" MIN. FILTER CLOTH SECTION A -A 6'-7,• REINFORCED CONCRETE - SOURCE: VA. DSWC SECTION B -B DRAIN SPACE I PLATE 3.02-1 R®®®O 0) N N O L Ov c 0 m Co CL o m m w y 0 N Z d cl S J 2 J Q L .+- pp ai Lo co a 0 0 7) 0 N 0 i O C LL M O J v p Z an °' m m 0wv g 0 0 mZQaQao a L5ML5 ww o a-L l o - N Z Z co m E O ig aci V L" c O U 3 Vi S TU a_, Z O T of c V Q Q g Q g Q g S S 5 m mAnv, 0 0 o rn w O O M R®®®O O N a 0) N N O L Ov m Co CL o m m w 0 N Z d cl S J 2 J Q L .+- pp ai Lo co a 0 0 7) 0 N 0 i O C LL M O J v p Z an °' m m 0wv g 0 0 mZQaQao a L5ML5 ww o a-L l o - N Z Z O N a N N r L Ov N 0) N N CL o m m Z .N a) N l-, u7 0 OQQu7N d N x u7 r- N C LL L .+- pp ai Lo co a IIo N 0 U w >NN C LL M O J pvv0 a s: Lam.- 0 d v U v Y) U O N M V r N C CL o m m d N xN C LL c t- Lo U N 0 C LL M W J V a s: Cr v U o c: c l Z O • r-1 N ` a) JQf t 0 Q) v C Q c0 . U ° 1- V) y O o o+- -1 c w 4-1 o O SHEET NO. 6 OF 6 DWG. N0. 07-020 Coasq of Albemarle Censsrvatloq Mas Cl oWM t- To be placed an LaudaW 0%adbook, PP U1.U4.111«247 for contpietae nw0tuftm) 1. 0 Tron to be saved; Limi% of cIgI (vuisidC dripjWe, oftrees to be savett); t oeatioa aadtypo of ptoletsive fencing; watts' A'ilrade ehaagearetptir'iagtree welts or , t4 Fmpoaed trenching nrtrmoeling beyond the limits of clewing. 2. All from: to bo saved shell be marked with prim or n'bbon Arabe4 t clearTY vuibloV equipment opersaom. No gatift shat! begin until ft dee mwidnfbatl ban insp x"d end sppoved by A CWW bill" '°r. 3. TfooposervIgtion.wilpvtoctonmasums WI be reviewed: aida tate comractor'm site. 4. Heavy.ow4mmot, W%colsr'.trarIc and MMI of tenon mezeris39 i0dWino soil sblitl not be paymitled wbbiu tba dWigos Of boo3 tobe saved, Swh do,,AW dilillttot edvnraeiy affect um to be'eaved. 6. .)k; JR PiTea: pre tint perraft.ad wid3in 100 fcetaEthe d4EiQe of;tress to be saved. 7. m be saved.. 7t 'foxlc'Twteriala afieetl sot be stored widitn I OD iset ef'd1e dtlPhne Of tease 8. U "ft'mes to be, "Mined wit fm 4o feet of a proposed WHOM or gteding pefivity 14at)t be Protecrod by B• RL pouting," be in pisee and stroll ba ioapeotad:Ig apymva !by a County impoew Pow$D Smdmg er OOP On - 9. TI+hat1 d e grtmnd lavel rttttstbe raised within flse dripLine of afros to be saved, :a'rree welLr6a11 be pt»vided arils oenatettoaOa:desail sttba IUW tbr'approvai. 10. 3pw zw, JK When tho:VonrA love) mast be lowered witbiO the dtiptitte a tree to be saved• a tree wag shttil be wavided;<and a OMMOVI It dawl submitted fbr approval. 11. R+lknumioh tts is reyuaed'witbin the li(Wu of otewin& lrshail be does as fir aw$Y'ttam drOrt oks oi•'aees asp lite [wutrti>sfg under v,*p tree *all be considered as an Alternative what It is antidF0116d 1W 40000W tr mohigr will:fleelroy ("I rVM 12. clumm Prolacdve facingaball be ft lost itemtrianoveb daring tbc:fod bteanuP. 13•.. DamandliMfi Ir Assuaged frons shill be treated iffoolediettly by nwiaB, Witijul m or: other methods reatlt amded bY:a etae.%Ift alist. NOTE: IT IS Tii9:DZVW 3MR"S RILSP0NSIB14,M TOCON1FER WITH TRit COW-RACTOR ON TRU CON6i)ERVATION ttf.,glc itmwwrs, . CONI'itACT'PURCHASER SEGNATURE WTI) CONSERVATION PLAN CHECKLIST TREE SYMBOLS EXISTING TREE TO e REMAIN LARGE ORNAMENTAL t L TREE. VARIES, SEE PLAN TULIP POPLAR LONDON PLANE TREE LITTLE -LEAF LINDEN SWEETGUM 0 WILLOW OAK 0 CRAPE MYRTLE OMEDIUM ORNAMENTAL TREE. VARIES, SEE PLAN eru•, kil) EASTERN RED CEDAR iJ REDBUD 0 FLOWERING DOGWOOD SHRUB SYMBOLS O PRAGUE VIBURNUM 0 INKBERRY HOLLY MEDIUM ORNAMENTAL 0 SHRUB. VARIES, SEE PLAN 0 OTTO LUYKEN LAUREL 0 ANTHONY WATERER SPIREA 0 COMPACT PFITZER JUNIPER o HARBOR DWARF NANDINA ORNAMENTAL PLANT SYMBOLS KEY SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT ANA SPACING, TREE TIES, SEE SPECS, 1-1/2' SQ. LAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2° OF MULCH AFTER PLANTING AND WATER THOROUGHLY 4' COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT, SEE SPECS FOR EXACT RQMTS, PLANT SOIL, & PLANTING SOIL AMENDMENTS, REMOVE BURLAP & STRING FROM TOP 1/3 - OF ROOT BALL UNDISTURBED SOIL TREE PLANTING DETAIL N. T. S 1111 -_ -_ > _... 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' - __=1111 _/ " , / = ' =-.r_r _ M zE S W- erg 8,0 r' \ a l - - 1 ' ji1111_1_ 5 / P \ 6 as --- Pio - = - gerT____ - L _-_ a : - t - ..- - 1111 - _._ ... 1111 - F / G / I.Qd 1 - + \e `I I _ Sfr%10ifi -- ATER S1ry F / U - -CF ff FIBER OPT4E S i' -{ I... .. e /AP ., - \ %. i ^ QS¢ r jCon F / i E1_. I - _ _ _ = - - F - 0 - - -- _ - 1111 '1111-- ..-.... r,. L _ 1111_._::._ ._- ---- - / 7 j- - rte ..-=.. , Q 1111. • , _•_. ZJ' Xy. - - - FJ - y .. - - - - I _ _ .._, - _ l _ - "` - PE / _ = ' I \ \ 1111 / / 1p - 1111 - _ - C c,- x 1111 _- - 1111 __ . 1111 .- - - __ -. - - 11_.11 . / 1111 - __ -- - : - - - tA , ._ \ // / ' , 1111 - 11111111- - - 1111_ 111•_1.• .= SIN . \ , 1111-;_,... .__ P E-5.. , _ as C,} / , %/ /; i / 1 ter. -~,1111.. _s.- __ -.,- __ - _-_ c _ _. - ,._ _._,.. - E - .. -. - , ` ,: / i 111111111- ._. __ 7 11 I -- _ 1111 - -_. - __ Apprcx CG % _11.11 - 1111 _ _ 1111- 11111111 ._.. ._ t , / r h i; , / a / 1111• ... \ METER . / -- NO. IRE lV\0-7 R N IYoA 1 W A / / _. - c _- -O/ I '/ NOTES/ 1. __ 4 3l' / r- 1 i' C' •s0+ V' _ b i _' 1111 1111 __- . _ d r 1111__` -'" .-- .> l . '/ /.. e , / 1- '1 1 ,/ / - 1 ! ////// ,/ ,// I 1 i' _ s __ ^_- ' _ _ , _.._ 1__111 1111_ _ - j __-__ 1.1_1_1.-_.-.__--_i`_'_' _-'-__._ _../ 1 / _' 1 1 IL-.._ '` / / /: / LANDSCAPE PLAN SCALE: /"=40' F TWO TIMES BALL DIA, (MIN) SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY ARCHITECT. MULCH 2' DEEP IMMEDIATELY AFTER PLANTING AND WATER __\ THOROUGHLY. PLANTING PIT. SEE SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. _ R SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3' TALL WATERING BERM FINISHED GRADE K.'-;-,7-:w, 211111111119M 1#_R Illi*.1.1_1 _._ _.,• II NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. SHRUB PLANTING DETAIL N. T. S. LANDSCAPE NOTES: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED, AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. ALL PLANT MATERIALS SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF' NURSERYMEN. 3. CONTRACTOR SHALL CONTACT "MISS UTILITY" ANLD HAVE ALL PUBLIC AND PRIVATE UTILITIES MARKED PRIOR ITO PERFORMING ANY DIGGING. CONTRACTOR TO VERIFY'EXACT LOCATION OF ALL UTILITIES INCLUDING OVERHEAD WIRES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FINAL PLANT LOCATIONS WITH ALL UTILITIES & UTILITY COMPANIES. - 4. CONTRACTOR TO STAKE ALL PLANT LOCATIONS ION THE FIELD FOR REVIEW AND APPROVAL BY THE OWNER PPRIOR TO PLANT INSTALLATION. 5. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE PLAN AND THE SCHEDULE, THE PLAN I SHALL BE FOLLOWED. LANDSCAPE NOTES AND CALCULATIONS LANDSCAPE CALCULATIONS: 1. STREET TREES REQUIRED TREES: 1,225' FRONTAGE / I TREE PER 35' = 35 EXISTING TREES TO REMAIN: 7 NEW TREES PROVIDED: 28 TREES TOTAL STREET TREES PROVIDED: 35 2. INTERIOR ACCESS ROAD TREES REQUIRED TREES: 350 ROAD LENGTH / 40 = 9 EACH SIDE = 18 TREES PROVIDED: 20 (2 EXTRA INCLUDED WITH STREET TREES) 3. PARKING AREA TREES A) REQUIRED INTERIOR TREES: 133 SPACES / 10 = 13 TREES PROVIDED = 13 B) REQUIRED PERIMETER TREES: 940 L.F. / 40 = 24 TREES PROVIDED = 25 4. TREE CANOPY PARCEL SIZE = 6.77 AC CANOPY ROD. FOR COMMERCIAL USE: 6.77 X 10 % = 29,490 SF EX, WOODLAND CANOPY TO REMAIN: = 14,000 SF X 1.25 = 17,500 SF EX. TREE CANOPY TO REMAIN: 4,500 SF X 1.25 = 5,625 SF NEW TREE CANOPY PROVIDED: 39,336 SF TOTAL CANOPY PROVIDED: 62,461 SF (21.2 % CANOPY COVERAGE) ntnreu Tree 11151 wur Ct%U=nl11 C ROOT! SYMBOL CANOPY CALCULATION COMMON NAME NO. SIZE CONT. TREES ROOT/ NOTES/ EACH TOTAL SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. SPACING SF SF TREES 4 1.5" CAL. B&B NS NYSSA SYLVATICA BLACK GUM 4 1.5" CAL. AR ACER RUBRUM'RED SUNSET' RED SUNSET MAPLE 6 31 / 2 CAL. B&B AS SHOW N 397 2,382 CC CERCIS CANADENSIS REDBUD 25 5' HGT B&B AS SHOWN 124 3,100 CF S FL NINE' CORNU ORIDA'CLOUD L ERING DOGWOODCLOUDNINEFOWO 25 5' HGT B&B WASSHON 124 3100 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7 5' HGT B&S AS SHOWN 18 112 KP KOELREUTERIA PANICULATA'ROSE LANTERN' ROSE LANTERN GOLDEN -RAIN TREE 1 1-1/2" CAL. B&B AS SHOWN 380 380 LN LAGERSTROEMIA'NATCHET NATCHEZ CRAPE MYRTLE 8 8' HGT. B&B MULTI -STEM 77 818 LS LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' FRUITLESS SWEETGUM 8 2-1/2" CAL. B&B AS SHOWN 249 1,494 LT LIRIODENDRON TULIPIFERA TULIP POPLAR 13 3-1/2" CAL. B&B AS SHOWN 387 5,031 PA PLATANUS ACERIFOLIA'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 22 2-1/2" CAL. B&B AS SHOWN 388 8,098 PO PRUNUS'OKAME' OKAME FLOWERING CHERRY 2 1-1/2" CAL, B&B AS SHOWN 99 198 QP QUERCUS PHELLOS WILLOW OAK 12 2-1/2" CAL. B&B AS SHOWN 370 4,440 OR QUERCUS RUBRA NORTHERN RED OAK 8 3-1/2" CAL. B&B AS SHOWN 424 2,544 QS QUERCUS SHUMARDII SHUMARD OAK 14 2-1/2" CAL. B&B AS SHOWN 329 4,808 TO TILIA CORDATA'GREENSPIRE' GREENSPIRE LITTLE -LEAF LINDEN 13 2-1/2" CAL. B&B AS SHOWN 249 3,237 39,338 SHRUBS AG ASELIA GRANDIFLORA GLOSSY ABELIA 8 24" HGT. NO.3 AS SHOWN CA CLETHRA ALNIFOLIA'RUBY SPICE RUBY SPICE SUMMERSWEET 23 24" HGT. NO.3 AS SHOWN DG DEUTZIA GRACILIS SLENDER DEUTZIA 37 24" HGT. NO.3 AS SHOWN IG ILEX GLABRA'NIGRN INKBERRY HOLLY 68 24" HGT- NO.5 AS SHOWN IV ITEA VIRGINIANA'HENRY'S GARNET' VIRGINIA SWEETSPIRE 88 24" HGT. NO.3 AS SHOWN JP JUNIPERUS'PFITZERIANA COMPACTA' COMPACT PFITZER JUNIPER 17 24" HGT. NO, 3 AS SHOWN ND NANDINA DOMESTICA'HARBOR DWARF' HARBOR DWARF NANDINA 28 15"-18" HGT. NO.3 AS SHOWN VP VIBURNUM PRAGENSE PRAGUE VIBURNUM 28 2.5'-3' HGT NO. 5- AS SHOWN PL PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN LAUREL 74 24" HGT. NO. 5 AS SHOWN SS SPIREA X BUMALDA "ANTHONY WATERER" ANTHONY WATERER SPIREA 12 15"-18" HGT, NO. 3 AS SHOWN NOTE: TREE CANOPY CALCULATION IS PROVIDED TO ASSIST WITH COUNTY REVIEW PURPOSES ONLY. ntnreu Tree 11151 wur Ct%U=nl11 C ROOT! SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. TREES AC AMELANCHIER CANADENSIS SHADBUSH 3 8' HGT. B&B LS LIQUIDAMBAR STYRACIFLUA SWEETGUM 4 1.5" CAL. B&B NS NYSSA SYLVATICA BLACK GUM 4 1.5" CAL. B&B SHRUBS AA AROMA ARBUTIFOLIA RED CHOKEBERRY 5 3'-4' HGT 7 CONT CA CLETHRA ALNIFOLIA SUMMERSWEET 9 2'-3' HGT 3 CONT CS CORNUS SERICEA RED OSIER DOGWOOD 9 2'-3' HGT 3 CONT IVO ILEX VOMITORIA YAUPON HOLLY 8 3'-4' HGT 7 CONT ORNAMENTAL & BIOFIL TER PLANT SCHEDULES ARB APPROVAL SIGNATURE ANHOLD ASSOCIA TES LANDSCAPE ARCHI TECTS SITE DESIGNERS AND PLANNERS 8311 ROCKFISH GAP TRVPx. GREENwooD, ViRG1N/A 22943 M081LE.• 434.882.3420 VOICE/FAX: 540.456.6422 DANHOLD@HWHES.NET W Z W_ Q N Q 1'` Q) Z I. k W z Z < v Q k-- z W I LL. O N tn _ 0" Io W N J' :3Q w U zJ di , 3W Vj 13 E > lQ)O W=w QV J W J LLJ >>> O..I, WaW I ZQ 0E- Z O J O 4q W co a - Q V Q U - U JOB No.. Foy 3-3-10 T IN DAVID T. ANHOLO s 3 Lama " -4 CERTIFICATE No. _ 000311 ` L4.6 4NDsc t 4 s DATE: OCTOBER 28, 2008 REVISION: ARB REV. II -16-09 ARB REV. 1-5-10 ARB REV. 1-13-10 ARB REV. 3-3-10 SCALE AS NOTED SHEET TITLE: LANDSCAPE PLAN SHEET NO.: DATE ZA SHT. 2A OF 6