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SDP199900017 Plan - Approved Final Site Plan and Comps. 1999-02-22
A B C E �y G L I J L MI N . P Charlottesville, Virginia 1 Sitework 15 1 14 13 12 11 10 9 8 7 6 5 4 i Department or Agency Approvals: 1. Planning & Community Development Signature Date 2. Engineering & Public Works Signature Date 3. Zoning Z A S' nature 'orDate 4. Inspections 5. Fire Department _ Joe Signature Date 5. Virginia Dept, of Transpotation /y Signature Date 7. Health Department A//A Signature Date 8. Albemarle County Service Authority // 2 - ae, Signature Date fl/f L1*11• •] •=_� NS 1. Prior to commencement of any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (hereafter abbreviated VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepensies occur the requirements of the permit shall govern. -- 2. All paving and drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or his designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CPR Part 1926). K3 General Notes NS General Notes — Albemarle County Engineering Department N3 I Vicinity Map 1 "=2000' - i Project Information Charlottesville, Virginia 1 Sitework 15 1 14 13 12 11 10 9 8 7 6 5 4 i Department or Agency Approvals: 1. Planning & Community Development Signature Date 2. Engineering & Public Works Signature Date 3. Zoning Z A S' nature 'orDate 4. Inspections 5. Fire Department _ Joe Signature Date 5. Virginia Dept, of Transpotation /y Signature Date 7. Health Department A//A Signature Date 8. Albemarle County Service Authority // 2 - ae, Signature Date fl/f L1*11• •] •=_� NS 1. Prior to commencement of any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (hereafter abbreviated VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepensies occur the requirements of the permit shall govern. -- 2. All paving and drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable lesser slopes of 4:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or his designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class Ill. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CPR Part 1926). K3 General Notes NS General Notes — Albemarle County Engineering Department N3 I Vicinity Map 1 "=2000' Vicinity Map Mark Project Information C -S Coversheet C-1 Existing Conditions And Demolition C-2 Geometric Layout And Easements C-3 Grading And Drainage C-4 Utility Pian C-5 Photometrics Plan C-6 Landscape Plan C-7 Soil And Erosion Control Plan C-8 Details C-9 Stormwater Profiles, Road X -Section P3 Drawing Index Type of Construction: 2C 12/10/98 NS Automatic Sprinkler System: Yes 3 2 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tei, 804.293.6959 Profe Zr al Seal E /P ETER LYDON SHEERAN #1737 _ Signature C I' T Do Not Use For Construction Unless Professional Seat Present �w Owner Richard L. Nunley Caroline B. Nunley Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing i, accordance with the agreement between the Owner & the Architect: Signature Date Project Charlottesville, Virginia L_ A B c Ix E F Date_ Vicinity Map Mark Project Information 25p Jurisdiction: Albemarle County, VA 2/23/98 i Magisterial District: Samuel Miller Site ,`�° ''• ,. G Tax Map: 60 7/10/98 Final Submission To AlbCo Parcel Number: 47 9/1/98 Final Revisions for AlbCo Deed Book: 741, Pg. 538 10/1/98 Final Comments from AlbCo Zoning: C1/EC 10/12/98 ACSA Comments Building Code Use Group: B 11/5/98 Final Engrg Comments Type of Construction: 2C 12/10/98 Final ACSA Comments Automatic Sprinkler System: Yes Area: See plan Maximum Height: 65'-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground $now Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.1 Wind Exposure: Exposure Bn 0 j •.7 Building Official's Approval Approval ° ° ° Stamp - - - -- ----------------------------- ---------------- -----Building BuildingPermit Number Date_ Vicinity Map Mark 1/26/98 25p = Old Ivy Rd. 2/23/98 i JGG Site ,`�° ''• ,. ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo Date_ Description Mark 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments JGG 3/13/98 ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo JGG 9/1/98 Final Revisions for AlbCo JGG 10/1/98 Final Comments from AlbCo JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG L M N 0 Coversheet CMS t� 1 Of a A y y/ � ■ Z - i Y � i i - Revisions Per County Comments ---------------------------------- WESTBOUND ARB Submission for COA i V LANE RT. 25QWtw- V AL Pole Mounted Sign V Final Revisions for AlbCo y F V Y ? + V i 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG Edge of Pavement B Existing Trees To Be Saved' Note: Outfall from stormwater pipe flows east, parallel to Provide Protection And Limit railroad tracks to a culvert located approximately 300' from east Construction Activities To end of this property. Prevent Damage To Trees i a S 5„ C j c�� x: , i i s. f ka <. c .. -o : , -5 .. .. ,. _ .}. .: t .. „ � { , _..., i r , ., .,a .. a i .. s :,. 3 .w A ,.. , tr :.. L t i. , L• 3,. .:.. a ... „ ,. .. ;' .� a Z ,. - .. e. E. .. ... ,� t _ S � .f 1 r K a'f t .:.,:,n. , ::r a I C s }� oa < ':'�^-- f 11.1i .> > .. i;. .�. ,., 3 „ ,.. S , ... .,. a , .e n, ... .. .3 b.. , .. .. � . .. .. .. .. ... .. .. >. 7. ±Y : _. .a ru r.. ,. _. ,. .: .. ,. a I ft ., _, ,,. _ ,, .a ,:. v r _. ,. ,. , -. , :$ ,1 : ., ... ," w ... Fn .- _: <,. ... � t.. .. t.F .... ,. :. ,. n „3 ., ._. ... .a ., a M .. , .. •„ ,. ... re .z w x - _,. t t. ,e 'u .. t :.. .. , , .4 - .a, , ., , , <., :ri �' v 3 >« y :\, L. .`t S A. iM - —_ 565 --. _- — --._ ---- —------- ------ --- ---- — --- --- — — -- — ---- -- --- — — -= -- _ — - __ --- — ---- - — -- --- -- — -- — — < <- __ C Existing Trees To Be Saved - - _ _ -- -- -- -- - -- ----------------- — ._- -- _- -- ---------- ---- — -- — ------------ ---- ----- — -- -- --- ------------ ---------.—. --- ---- ---------- _ --- — - — -- -- — _- — __ __ __ _____ -- - — _ � _� B C i WESTBOUND LANE RT. 250W(*- Edge of Pavement -- .--' -- --. con nnr - nA nnr 3C AAr 9A AA' iA nn, AT 9 nit NEW H I J Qinn Gr-hptitllp Mark Descri tt r 1 Accessib elel S2 Van Acces: S3 No Parking S4 Stop Sign S5 Directional S6 1 Monument K Remove Existing Curb Tie New Curb Into Existi b L +Q 4 O fi 0 O � k� w N P P15 Geometric Layout 1 "=20.00' i5 14 Old Ivy Limited Partnership Residential Use 0 20 40 60 80 100 13 12 1i 10 9 Contour Interval = V Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 8 General Notes 1. Datum is USGS. 2, Source of topography: Field survey drawing by B. Aubrey Huffman & Associates dated 2/22/83. )St 3. Source of survey: Plat by B. Aubrey Huffman & Associates dated Oct. 30, 1997, entitled ership " Plat Showing Parcel 47 As Shown On Sheet 60 Albemarle County Tax Maps." 4, Proposed Uses: Professional offices, however, Owner reserves right to any by -right use permitted in C1 district, provided parking requirements of zoning ordinance can be use satisfied. 5. Maximum Acreage of Proposed Use: .616 Acres. 6. Maximum Number of Dwelling units By Type:: 0 (zero). 7. Gross Residential Density: Not Applicable. 8. Square Footage of Recreation Area: 0 (zero). 9. Percent and ,Acreage of Open Space: 82%, 2.85 Acres. 10. Maximum Square Footage For Commercial Uses: 53,750 Gross SF, 11, Maximum Number of Employees: 300 employees, 12. Maximum Floor Area Ratio and Lot Coverage: Not Applicable. 13. Maximum Height of All Structures: 65 Feet. 14, Schedule of Parking: Total Gross Square Footage of Buildings: 53,750 F. 80% of Gross Square Footage = Net Square Footage: 43,OOOSF. No. of Spaces Required At 1 per 20ONet SF: 215. No. of Spaces Provided: 215. Total Gross Square Footage of Office Use: 53,750SF Gross Square Footage Minus 1st 8,OOOSF: 45,750SF No. of Loading Spaces Required At 1 Per 8,OOOSF: 6. No. of Loading Spaces Provided: 6. No. of Accessible Spaces Required: 7. No. of Accessible Spaces Provided: 8. 15. Maximum Amount of Impervious Cover on the Site: Total Building Footprint: 26,874SF Total Parking Lot & Travelway Paving: 81,076SF Total Sidewalks: 9,515SF Total Impervious Area: 117,465SF (77% of Total Acreage) 16. Maximum Amount of Paved Parking and Vehicular Circulation Area: 81,076SF (54% of Toai Acreage). 17. This Site is not within a Reservoir Watershed. 18. This property is not in the HUD defined 100 year flood zone, but is located in Flood Zone C as shown on Panel No. 510006-0220B. 19. No buildings are to be constructed on existing slopes >_ 25%. 20. Lighting used to illuminate parking areas shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent streets: Lighting Spillover onto Public Roads and Properties Zoned residentially o;r rural areas Shall Not Exceed One -Half Foot Candle. 21. Landscape Plan Includes Trees and Schrubs Indicated At Parking Areas And Around Building. Final Selection of Species To Be Determined. 22, Stormwater from Impervious Areas to Be Collected and Control Discharged From Underground Holding Pipes. Storm Water and Detention computations prepared by John W. Greene, P.E. Post Development Discharge From The Site Shall Be No Greater Than the Current Discharge. 23. This site is within an Entrance Corridor Overlay District and a Certificate of Appropriateness from the Albemarle County Architectural Review Board has been granted (See letter from M. Pickart, dated 4/14/98), 24. Note: All On -Site Road and Parking Areas to Be Paved With 6 Inches #21A Stone And 2" SM2A Bituminous Paving, Old Ivy Road Widening Shall Be Paved With 7" #21A Stone tent Into Base, 21/2" BM -2 and 1-1/2" SM2A Bituminous Paving. tent 25. Tentative Schedule for Phasing of Project: Phase 1: January 1999 Phase 2: June 1999 Phase 3: January 2000 26. All sanitary saddle connections shall be made with sewer taps approved by the ACSA. Sanitary sewer lateral connections to manholes shall be made by field coring and installing a watertight flexible boot. 27. All sidewaliks and walkways shall be 4" min. 3000psi air entrained concrete. Provide an approved tractile warning surface at all accessible curb ramps, 28. Concrete pads in front of dumpster stalls shall be 6" 4000psi air entrained concrete slabs on 8" of #57 crushed stone base. Pad for dumpsters shall be 4" 3000psi air entrained concrete on 4" #57 crushed stone base. •\ y � v Huntington vivage Residential Use 615n 7 6 5 4 3 2 L A B A10fesVionail Seal O OP O� Oi PE LYDON C SHEERAN #1737 Signature CHIT Do Not Use For Construction - Unless Professional Seal Present Owner Richard L. Nunley Caroline B. Nunley D Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing In accordance with the agreement between the Owner & the Architect: E Signature Date Project 2350 Old:Ivy Road Charlottesville, Virginia Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg, 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan Maximum Height: 65'-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's - Approve Approval Stamp -- -- - _ _------------------------. -- .-.--- Building Permit Number Date . Description Mark 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments JGG 3/13198 ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo JGG 9/1/98 Final Revisions for AlbCo JGG 10/1/98 Final Comments from AlbCo JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG n USE OF THIS DRAWING DO NOT SCALE DRAWING. The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information knrown to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the 0. fact Documents with each other and with information fumished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent andfor costly requirement shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or m establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum "'Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright ©199£: by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Limited Reproduction or Use Rights Granted to: F G H 1 K L M N O P I A C G J K L N P P15 1 "=20.00' WESTBOUND LANE RT. 250W(w- Edge of Pavement Note: Outfall from stormwater pipe flows east, parallel to railroad tracks to a culvert located approximately 300' from east end of this property. Drainage Structures Schedule No. Type Type Legend D A (Acres) ------------ ::--:: -------------- E Q10 (CFS) ------------------------------------ Dl- i (BMP) 579.00' 574.50' 0.48 0.85 A Pole Mounted Sign 2.9 2 N/A F - - - - V c, 3 DI -4C, L=10' R G J K L N P P15 1 "=20.00' WESTBOUND LANE RT. 250W(w- Edge of Pavement Note: Outfall from stormwater pipe flows east, parallel to railroad tracks to a culvert located approximately 300' from east end of this property. Drainage Structures Schedule No. Type Type Top Elev. (Decimal Feet) Inv. Elev. (Decimal Feet) A (Acres) C Runoff Coeff. 110 (inches/Hour) Q10 (CFS) 1 Dl- i (BMP) 579.00' 574.50' 0.48 0.85 7.1 2.9 2 N/A - - - - - JGG 3 DI -4C, L=10' 575,00' 566,90' 0.82 0.9 7.1 5.2 4 DI -4C, L=4' 577.30' 566.40' 0.39 0.9 7.1 2.5 5 DI -4C, L=4' 577.30' 566.90' 0.39 0.9 7.1 2.5 6 DI -1 (BMP) 578.00' 574.00' 0.44 0.85 7.1 2.7 7 N/A - - 3 to 14 - - - 8 DI -4C, L=12-1 573.00' 566.90' 1.06 0.9 7.1 6.8 9 Manhole 582,00' 579,75' - - - - 10 Extg. Modified MH 583.20' 577.00' - - - - 11 Manhole 578.40' 574.00' - - - - 12 JB -1 578.40' 567,06' - - - - 13 JB -1 577,00' 566.30' - 14 Modified JB -1 .. 575.60' 565.58' - - - - 15 Flared End Sec. 1- 1565.44' 1- 11- 11- 29.64 1 Note: Structure No. 15 to be high density polyethylene (HDPE) (Hancor MR PES 48) or VDOT Std. F=8-1. Stormwater Pine Schedule From/To Length (Decimal Feet) Diameter (Inches) % Slope, Capacity (CFS) Remarks U.D. To 1 30 6" 2 Seepage Perforated Drain Pipe I To 11 34 12" 1 3.57 JGG 11 to 12 85 18" 1 10.53 JGG 9 to 10 67 24" 4 45.37 Match Existing Elevation 10 to 12 75 24" 2 32.08 U.D. to 6 33 6.. 2 Seepage Perforated Drain Pipe 6 to 12 207 1211 1 3.57 5 to 4 90 60" 0.56 Storage 4 to 13 13 60" 0,77 Storage 3 to 14 110 60" 1.2 Storage 8 to 14 270 60" 0.5 Storage 12 to 14 275 60" 0.5 Storage ,14 to 15 28 48" .0.5 101.8 alta ivy Limizea rariEnersnip Residential Use 0 20 40 60 80 100 Contour Interval = 1' Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 All stormwater piping to be high density polyethylene meeting AASH10 M294 ) Type S, unless noted otherwise. :S: stormwater sewer profiles on sheet C-9. est ilership I I Use Huntington village Residential Use 12 1 11 1 10 9 8 7 6 5 4 3 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel: 804&293*6959 - - Prossilonall Seal 6LT,, ALT" 0" 0 40f ER LYDON SHEERAN #1737 Signature CHIT G Do Not Use For Construction Unless Professional Seat Present Owner Richard L. Nunley Caroline S. Nunley Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing in accordance with the agreement between the Owner & the Architect: Signature Date Project 2350 Ola Ivy Road Charlottesvifle, Virginia Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan Maximum Height: 66-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's - --- - ------Approval Approval Stamp ----------- ---- -------- Building Permit Number L A Date Description Mark 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments JGG 3/13/98 ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo JGG 9/1/98 Final Revisions for AlbCo JGG 10/1/98 Final Comments from AlbCo JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JIG CAD File Name: Nunlev SItaRev 1 -1/11198 Q USE OF THIS DRAWING n! 00 NOT SCALE DRAWING. The Contractor shall take field measurements and verify field conditions and shall carefully Go such field measurements arid conditions and other information = to the Contractor with the Contract Documents before commencing activities; Contractor "bah carefully study and m4,. the Contact Documents with each other and with information furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. It the Contractor s any construction activity knowing error, inconsistency it involves a recognized st.ncy or omission in the Contract Documents without such notice to the Architect. the Contractor shall assume appropriate priate res%nsibif3 forsuch performance and shall bear napprzteamount hestbanecost. The intent of the Contract Documents is to include all items necessary r the proper execution and completion of the Work by the Contlavlo, h1. 0 Contract Documents are complementary, and what is required by one shall be as binding as it required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce intended results. In case of conflicting requirements, the n ant and/or costly requirement shall apply, without change to Contract c re t2 In 0 umoi-Time. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents, Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction,jes, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright @1998 by Sheeran Architects. The Architect retains N, common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Limited Reproduction or Use Rights Granted to: C D E G H K L M N 0 P I G J K L NOW,1_,. i I NONE, WESTBOUND LANE RT. 25OW(lo' Edge of Pavement Note: Outfall from stormwater pipe flows east, parallel to railroad tracks to a culvert located approximately 300' from east end of this property, Drainane Structures Schedule No. Legend Top Elev., - Decimal Feet -------------------------------------------- A Acres ------------------------------------ 110 inches/Hour 010 CFS 1 DI -1 (BMP) 579.00' A Pole Mounted Sign 0.48 0.85 7.1 2.9 2 N/A - 85 18" - G J K L NOW,1_,. i I NONE, WESTBOUND LANE RT. 25OW(lo' Edge of Pavement Note: Outfall from stormwater pipe flows east, parallel to railroad tracks to a culvert located approximately 300' from east end of this property, Drainane Structures Schedule No. Type VDOT Top Elev., - Decimal Feet Inv. Elev. Decimal Feet A Acres C Runoff Coeff. 110 inches/Hour 010 CFS 1 DI -1 (BMP) 579.00' 574.50' 0.48 0.85 7.1 2.9 2 N/A - 85 18" - - JGG 3 DI -4C, L=10' 575.00' 566.90' 0.82 0.9 7.1 5.2 4 DI -4C, L=4' 577.30.' 566.40' 0.39 0.9 7.1 2.5 5 DI -4C, L=4' 577.30' 566.90' 0.39 0.9 7.1 2.5 6 DI -1 (BMP) 578.00' 574.00' 0.44 0.85 7.1 2.7 7 N/A - - - 110 60" 1.2 8 DI -4C, L=12' 573.00' 566.90' 1.06 0.9 7,1 6.8 9 Manhole 582.00' 579.75' Storage 14 to 15 - 10 Extg. Modified MH 583.20' 577.00' - 11 Manhole 578"40' 574.00' - 12 JB -1 578.40' 567.06' - - - 13 JB -;1 577.00' 566.30' - - -.14 Modified JB -1 575,60' 565.58' - - - 15 Flared End Sec. - 565.44' 129.64 Note: Structure NO, 15 to be high density polyethylene (HUINC) (Hancor MH I-1=6 46) or vuu 16td. tb-1. Stormwater Pine Schedule From/To Length Decimal Feet Diameter Inches % Slope Capacity CFS Remarks U.D. To 1 30 6" 2 Seepage Perforated Drain Pipe 1 To 11 34 12" 1 3.57 JGG 11 to 12 85 18" 1 10.53 JGG 9 to 10 67 24" 4 45.37 Match Existing Elevation 10 to 12 75 24" 2 32.08 U.D. to 6 33 6" 2 Seepage Perforated Drain Pipe 6 to 12 207 12" 1 3.57 5 to 4 90 60" 0.56 Storage 4 to 13 13 60" 0.77 Storage 3 to 14 110 60" 1.2 Storage 8 to 14 270 60" 0.5 Storage 12 to 14 275 60" 0.5 Storage 14 to 15 28 48" 0.5 101.8 P P15 Utility Plan 1 "=20.00' Old Ivy Limited Partnersnip Residential Use 0 20 40 60 80 100 is 13 12 11 Contour Interval = 1' Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 411 stormwater piping to be high density polyethylene meeting HA61-1 I U M294 Type S, unless noted otherwise. S: tormwater sewer profiles on sheet C-9. mt ership 1 Use Fivturp SchPrlulP -er Model No. Trim And Or Accessories Lam to No. Notes JGG AR253MA8 11" Mounting Arm 1 250W Metal Halide 4" Square Poe -15' Mtg. Ht. .ighting Notes: xture photometrics calculated for single fixture Lightolier Exceline "SAR" Luminaire with ietal halide lamp mounted on a fifteen (15) foot pole with a I.E.S. Type 11 Distribution. indle lines are approximate and actual footcandle measurements may vary from those lf Substantial Completion, Contractor shall verify that light spillover along property lines I Old Ivy Road and the C&O right-of-way does not exceed .5 footcandles. In the event light is in excess of .5 footcandles, Contractor shall install light glare shields (such as Lightolier RL550) on offending light fixtures, at no additional cost to Owner. Contractor shall retest over to verify that glare shields reduce spillover to less than .5 footcandles. r lighting circuits to be controlled by time clock. See building plans for further information. jhting shall be 277volts. t lighting light fixtures and mionument signs shall be fed by underground circuits. V Notes: c service to each building shall be 30 4W 208Y/12OVac, 1200A. m service to each building shall consist of copper twisted pair service entrance cable optic cable. Coordinate with phone company on relocation of overhead telecom lines. 3obert A. Mann of Sprint (Tel: 804.971.2181) to coordinate - e 4" underground conduit connecting each building. Terminate conduit in a pull box n plenum above ceiling. Provide pull strings. e buried continuous indentification markers above all underground utility runs, I empty conduits. inate electric service installation and power line relocation with Virginia bower. ter and sanitary connections shall be installed in accordance with Albemarle County kuthority standards and requirements, e underground cable TV service to each building. inate utility entrance points with building plans prior to installation. new fire hydrant on Old Ivy Road prior to widening Old Ivy Road. Existing Old Ivy Road ant must remain in operation during the course of construction until new hbydrant is and operational. General Water & Sewer Conditions: 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper Service Authority Officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The Contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with general water and sewer construction specifications as adopted by the Albemarle County Service Authority on January 15, 1998. 4. Datum for all elevation shown in National Geodetic Survey. 5, The Contractor shall be responsible for notifying "Miss Utility" (1,800-552-7001). 6. All water and sewer pipes shall have a minimum of 3 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all i fire hydrants lines, service laterals and waterlines, etc. I 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on +deadend lines shall be rodded to provide adequate restraint for Huntington- village the valve during a future extension"of the line. Residential Use 10 9 8 7 6 5 4 3 2 Consultant John W. Greene,, F.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel: 804.293.6959 Professional Seal O OF PE LYDON SHEERAN #1737 Signature CHIT Do Not Use For Construction Unless Professional Seal Present Owner Richard L. Nunley Caroline B. Nunley Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing in accordance with the agreement between the Owner & the Architect: Signature Date Project 2350 Oid Ivy Road Charlottesvifle, Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan Maximum Height: 65'-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's ........APPIrQval----- --- --- Approval Stamp ..... - .......--------------------- Building Permit Number L A Date Description Mark 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments JGG 3/13/98 ARB Submission for COA JGG 7/10/98 Final Submission To AIbCo JGG 9/1/98 Final Revisions for AlbCo JGG 10/1/98 Final Comments from AlbCo JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG n USE OF THIS DRAWING Q DO NOT SCALE DRAWING, The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other informaLon known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with information furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. it the Contractor performs any constcti ruon activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents ars complementary, and what is required by one shall be as binding asrf required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent and/or costly requirement shall apply, without change to Contract Sum or Time. Organizefion of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor In dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright ©1998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Limited Reproduction or Use Rights Granted to: is O D E F G H i �i K L In N 0 P F i V ■ V Y Mark ------------- A B C 1 J �7 L NINE rrl N E P P15 Photometrics Plan 1'r=20,00' ,a r 4 d Old Ivy Limited Partnership Residential Use WESTBOUND LANE RT.. 250WN' Edge of Pavement 0 20 40 E0 80 100 13 12 11 10 9 Contour Interval = 1' Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 8 ffm tometrics Legend: %S a ership I Use =Huntington Village Residential Use 7 6 ca 4 3 2 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel: 804.293.6959 r�fessional Seal 9 v PET R LYDON SHEERAN #1737 Signature CHIT Do Not Use For Construction �less Professional Seal Present Owner Richard L. Nunley Caroline B. Nunley Suite i 6 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing In accordance with the agreement between the Owner 8, the Architect: Signature Date Project V"1.i1�4ti.7 2350 Old Ivy Road CharlottesviRe, Virginia Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 20 Automatic Sprinkler System: Yes Area: See plan Maximum Height: 66-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's -Approval..-------------- Approval -- - --- -Approval Stamp ---------------- --------------------- Building Permit Number L A i3 C Date Legend Mark ------------- Preliminary Submission ------------------------------------ 2/23/98 Revisions Per County Comments JGG Pole Mounted Sign ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo JGG 9/1/98 Final Revisions for AlbCo JGG 1 J �7 L NINE rrl N E P P15 Photometrics Plan 1'r=20,00' ,a r 4 d Old Ivy Limited Partnership Residential Use WESTBOUND LANE RT.. 250WN' Edge of Pavement 0 20 40 E0 80 100 13 12 11 10 9 Contour Interval = 1' Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 8 ffm tometrics Legend: %S a ership I Use =Huntington Village Residential Use 7 6 ca 4 3 2 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel: 804.293.6959 r�fessional Seal 9 v PET R LYDON SHEERAN #1737 Signature CHIT Do Not Use For Construction �less Professional Seal Present Owner Richard L. Nunley Caroline B. Nunley Suite i 6 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing In accordance with the agreement between the Owner 8, the Architect: Signature Date Project V"1.i1�4ti.7 2350 Old Ivy Road CharlottesviRe, Virginia Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 20 Automatic Sprinkler System: Yes Area: See plan Maximum Height: 66-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's -Approval..-------------- Approval -- - --- -Approval Stamp ---------------- --------------------- Building Permit Number L A i3 C Date Description Mark 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments JGG 3/13/98 ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo JGG 9/1/98 Final Revisions for AlbCo JGG 10/1/98 Final Comments from AlbCo JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG M USE OF THIS DRAWING n DO NOT SCALE DPAWING. The Contractor shatl take field measurements and verrfy field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with Information furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. if the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attnbutablo cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. he Contract Documents are complementary, and what is required by one shall be as binding as If required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent andlor costly In shall apply, without change to Contract Sum or Time. Organizationof the Specif ations into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work., COPYRIGHT NOTICE This drawing copyright 01998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing Is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Limited Reproduction or Use Rights Granted to: D E F C H I K L M N O P I ♦ i II 1- Legend D-- ------------- 1- G �fl 11 J �1 L PF10 Lai 1 "=20,00' 15 4" Extg. All Pvtn Residential Use WESTBOUND LANE RT, 250W(O- Edge of Pavement 0 20 40 60 80 100 Contour Interval = 1' Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 Landscaping Legend: Y Red Maple Acer Rubrum Legend D-- ------------- Preliminary Submission ___________________________________ 3 1/2" Caliper Revisions Per County Comments 1" Caliper " Provide 4 Total Old Ivy Rd. f A Pole Mounted Sign 7/10/98 5-76 JGG 911/98 Final Revisions for AlbCo JGG t Final Comments from AIbCo % 10/12/98 G �fl 11 J �1 L PF10 Lai 1 "=20,00' 15 4" Extg. All Pvtn Residential Use WESTBOUND LANE RT, 250W(O- Edge of Pavement 0 20 40 60 80 100 Contour Interval = 1' Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 Landscaping Legend: Y Red Maple Acer Rubrum Description Flowering Dogwood Cornus Florida, "White Clouds 1/26/98 Preliminary Submission JGG 3 1/2" Caliper Revisions Per County Comments 1" Caliper " Provide 4 Total Old Ivy Rd. f Provide 14 Total 7/10/98 r JGG 911/98 Final Revisions for AlbCo JGG t Final Comments from AIbCo % 10/12/98 Site JGG 11/5/98 Final Engrg Comments Japanese Holly a,. Final ACSA Comments Ilex Convexa" 24" Height u� A E ? `� 'z 44 Eastern Red Oak Eastern Redbud Quercus Rubra Maxima /: Cercis Canadesis 3 1/2" Caliper 2 1/2" Caliper Provide 5 Total.' Provide 4 Total J � f l Mulched beds planted with Vinca Minor 24" O.C. in a g' staggered Rows 24" Min. Apart. Scarlet Oak Quercus Coccinea: ` Pine Pinus Strobus 2 1/2" Caliper 2" Caliper -�i Provide 12 Total: 1 Provide 4 Total "Rebel il" Fescue grass l Tree To Remain, Provide temp. BstExisting barrier at tree drip line. Permit no machine lership;' o �z grading within barrier. Water tree as zr� appropriate until permanent landscaping i established. Use Huntington viiiage Residential '�9se 14 13 12 1i 10 9 8 7 6 5 4 3 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel: 804.293.6959,. Professional Seal LTH OF P TER LYDON SHEERAN #1737 Signature CHIT C Do Not Use For Construction Unless Professional Seal Present Owner Richard L. Nunley Caroline B. Nunley Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing In accordance with the agreement between the Owner & the Architect: Signature Date Project V lil%W%.I7 2350 OId Ivy Road _ Charlottesville, Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan Maximum Height: 65-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's Approval. -------------- Approval Stamp ......................................... .-......._.: Building Permit Number L.. A B C D E Description Vicinity Map 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments ?Sp 3113198 Old Ivy Rd. f y� 7/10/98 Final Submission To AlbCo JGG 911/98 Final Revisions for AlbCo JGG t Final Comments from AIbCo % 10/12/98 Site JGG 11/5/98 Final Engrg Comments t E 12/10/98 Final ACSA Comments JGG e A E ? `� 'z 44 a Huntington viiiage Residential '�9se 14 13 12 1i 10 9 8 7 6 5 4 3 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel: 804.293.6959,. Professional Seal LTH OF P TER LYDON SHEERAN #1737 Signature CHIT C Do Not Use For Construction Unless Professional Seal Present Owner Richard L. Nunley Caroline B. Nunley Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing In accordance with the agreement between the Owner & the Architect: Signature Date Project V lil%W%.I7 2350 OId Ivy Road _ Charlottesville, Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan Maximum Height: 65-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's Approval. -------------- Approval Stamp ......................................... .-......._.: Building Permit Number L.. A B C D E Date Description Vicinity Map 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments ?Sp 3113198 Old Ivy Rd. f y� 7/10/98 Final Submission To AlbCo JGG 911/98 Final Revisions for AlbCo JGG t Final Comments from AIbCo % 10/12/98 Site JGG 11/5/98 Final Engrg Comments t E 12/10/98 Final ACSA Comments JGG A E ? `� 'z 44 Date Description Mark 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments JGG 3113198 ARB Submission for GOA JGG 7/10/98 Final Submission To AlbCo JGG 911/98 Final Revisions for AlbCo JGG 10/1/98 Final Comments from AIbCo JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG M USE OF THIS DRAWING n DO NOT SCALE DRAWING, The Contractor shall take field measurements and verifyfleid conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with information furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity krwwing it involves a recognized error, inconsistency or omission In the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropnat: amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable From them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent and/or costly requirement shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright ©1998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Limited Reproduction or Use Rights Granted to: O P I A - IB I '. C 11 � -1 - I I __ . - - I . - I . - I . - I 11 . . I I � I - - V I I - I . I - I I - I - - I I - I I - I . L I . . I&I811 0 vwlmi.� I I/ . / 0 WESTBOUND. LANE RT. 25OW(w- . - - Edge of Pavement . ,_ I- '. �. '. �. �. . . . I . . . I . . . Note: Outfall from stormwater pipe f1lows east, parallel to I � . . . I . I . I railroad tracks to a culvert located aipproximately 300'from east end of this property. I I I � I . __ __ "I ----- - ,_.___ ---- - _ ___ - _. � -- --- - - - -=-- - - �---------_____ __ ___ ___ __ - - __ - , � - ___ _ - � ____ _.__ __ - __,_._ -.1-11 _77777-7 __ - - ______________ _-___1_-_1_- 1___-__1_________ -,.'�'�-----,-----,-.��---,�-,-,- __:� - ------ \ q6&-----------.--------------------- _ -------- --- _.________ -,--,---,-.----,-.-�-�--�-,--���,-----,.-� -- ------- ��--.-,--,.-��-,-,---"-,-,�,-�-, - �- _ __ - --- _____�______________ _ - - - _ - - - - -- - ___ .... -._.-_._,______ __1 ____ __ - __ ___ _ __ _-__1_1_1_1____ -:. ___., - _ _. � --- ---- _i�1__ _= -,. __ --.,-_ ---" 1-- - : - I _ - ____ _ --- I— -1 --.1-1 .- -.,-- _. t\ - --- ----- - _.- --,-----"----,."-",-,�--.--------� - --"--.,-"----�------,-----,--,------ ----,�-�-,.---,--,--,.--"-�-,�--,---.---"--�"----,,�-�-.�-,--- _______.. I --- _ __________, �__ - __,_� --- - -- : _ __ ____� - __ __�� = _ �� � _ _�: - __�__. - ___ - -:--. __ - - , -, _1_. _ - __ - - Z, � - - - - __ __ __ - . __ - __ I _ ___.____._.________ ______. . ,-- � ... � __ 565 _______ - ___ - ___ - - - - -- - - -- --- - _____._____ __ __ __ __ ___ -- _.__________ - - , ! \ -,- - __ ____ ___ __ __._-_ __ __ __ . � - - - - - ----,- -.----- - --1 -- -- -1 -___ _ ____ - ___ - __ - __ - - __ - __ __ , --,-,--, - , __ - _. ____ - -�, -_---_�._ . .�. - - _'. : , - __ , - - - __ __ __ - - ____ __ __ ___ __ __ __ _�____ � - _____� � \ ----- ,---- ------- -,-- - --- --- -- -- -*------------- ----- __ " __ __ - - ----,- - , ______ __________ .- --- ______ ------ - -_ --- ____ - ____ -------- -_ -- - ___ ___ - -_ , - � -- ----- � --- __ __ -.-- ___ __ -- ______ - - _ __ - - __ ___ -.- __ ______ - ----- --- - .1 _. - __ ___ __ ___ ___ ___ __________ __ - ,-- ___ - __ _� I -1- , � 1 1 , . � _ - - __ � - ----- - _- � - __ __ - ---- �. ____ ____ __ ___ __..__._1_.1 -1 -_- ----- - __ � __ __ - .- - - ------ I --- -1 __ - _ __ - _- --- ----. - ____ - __ - - . - - - - - ___ ____ _____ - - __ __ _____ __ - - - - _ � ____ __ - - - __ __:�', ___ _ , __ ------ ____ _ _-1 ____ - - - _ -- ----------- __ , - ___ _.- -.- - ,.--,-- _____ __. __ __ __ _____ ---. 11.11 -- ----- �__ __ - ---- __1 , 11, �, ; � '�, � " , -1 - __ ----- - __ - - ___ __ ____ - __ ., - ----- --- - _ ___ __ _________.____ ___ _.________,__ ___ __________ ___ -.-- _______. , ___ __,_____.,____ ________ ____ __ - ___ - __ __ - , _ � . - __ ____ � - __ �-, - .-,-::� - __ � ____ __ -I,--- . ____ - - ___ __ - - - - - __ - - - __ - - - - - I . ,-- __ - -- ----- - - ___ --l-, __ �_ - -, __ - __ __ - - - - - __ _,rr6,i - ," - ,- \ ') : , __-_ __ _ -, . ____ ___ - - - - - - __ __ - . - - - - - - - - __ - - - __ __ - - - - - - - -, - - 570 1 - __ ____ __ - �- - __ - __ __ - - - _ ------- _ - , , - 1 � i 1 ___ - __ - ___ � ____ __ __ - - - -.-- - - __ ___ -.---, __ , ___ - i I __ ___ -.-- - - _ - - - __ - I_- _ - -,--,- __ -,- -,.-.,.-,- � __ __ � ------ � ________._ _______ ___ -,-,- � ----- ------ - ____ __ " ___ -- - -- � ----- - � - �, -�� ,,,� A� 1 !; ) 1 ., - . ____ __ ____ ___ - - - ---. -.--- __ __ __ � - -_ ---- � ____ ___ -11-1, ---- --- _� : ---- :__-____ - -,--. _- - - - --_-,- - - :- - = _- -- - - - - -__-- - -= = ------, - - - , ---- --- ---- - - - ___ - - ___ __ _- -- ��- --' �_ -- -, I I -_ ---. --- --- - -- 1_.-__-- ___ - ------ - ---- ---- - -- I _ ____ __ - ___.._______._. - - . , I—- __ - - ---,.--.---,�-�--.-,-",---,,�-.-�--��-- __ _._________, , _ = - __ _� , ___ I ' " i' 1 1 __ ___ _____ �_ -, ___ _-, - __ - __ __ __ - _ __ - ____ __ __. - _ __ . __ � __ - __ ____ - _ - - ______,__ ---- ----- - -,- ___ ___ _ - ___.- __ .__ - __ - __ _ __ - --.-,- -.,---- ________ --,-,---- -----.,-,- __ _______.____, _____ �,, . I . ____ .......... __ __ - ____ __ - _ - � ------ __ __ - - - __ ___ ___ ___ __ - __ ___ __ - __ _ ___ I ___ __ __ - I", � I , __ ___ - - ___ __ __ _.- � _-, _ ____ _ , __ - - _. ____ _ ___._ - __ _ __ , " . - , - ----- __ ------ _________,__ ___ - - , Fla�,� "' It d! ' ' __ - ----- --- 4,d , _-_ _ -,-- 570--- i! , � I I ,_ __ --- � ____ ___ ___ - __ ___ ___ --- ------ __ ___ - , , " __ _ - � -- IRON , , - -1, t in �,` i" -57 " I / - - - - - -- - � __ I- _� � !A i, J 11 - _� I - ___ ___ - ___ -.-,-. _____,_____.__' _ ___ - - ____ __ __ - __ __ - - - - - __ ll� I 'I, ___ - ---. , - . ___ -, - - -1- __ __ IRON -7_--i� ---- . __________________"_ ____ ___ __ '' _ - __ ___ 1-1 - N 66' 14'05" W Se �i to 1 1 1 V ___ ___ - _Mm"� - � � � , ___ ___ __ - -11 ---,---- -_ -_ - M� --- 1, i __ Erosion and Sediment Control Symbols _ __ _ __ __ __ __ __ __ _ __ __ __ ___ - _ _ _'-,. I .. do. .;." IL .7 _'_ - ------ � - - ---.--- --- � I i I -,-. � , r_ - _-7- � . ! : � � - --,--- ___ I 1, ��', 414.40' . . I , , ___ � - - __ __ - ----. -,--.- - � __ _ _ - � - ___ -1 � - --I-- - - ___ - - - ____ - __ ----- - __ - - - - __ __ - - __ - - __ __ - - __ __ - -,-,- __ - ____ _7 - - - ----- -- - - _ - - - J; I � I . , I __________ , I *`�___ - � �� �, " - "' /' - ____ -_ - - _ - --- - ---- -_ J t I Refer to Virginia Uniform Coding System for Erosion and Sediment Control Practices "I , P, / - --- I----- -1- __ __ � 1, -_ ________ I" -_ I . - . � I - --,.-,-. I i ""I " _ ___________ --- I- _ __ I- _ - � . - __ ___ I— - -= . i - - _ -, __ , - � I X, I I --- __-__-11_____.,____ �: I - - =;;;7 ____________. -.-.---.-- ___ - -- ___ ---:L� - _ -_ - ------------ - ---,-- 11 "" - - - --..,----,-,---.---,-�--.,M-�-,--------�--.M.---�--,.- -_ --i d 11, _ ---- _ ___________ -----�-.-."-.-,--�----���-".'I _-, ___ _____ _ - -1 _____ _____.._._.1 1-1 --- - _____________.. ___,__.1-_ - - - - - _1 _' � __ _____-_-��__�� ,_ �, " I -- , -1-1 - - ________ii`iii"`"" S, I I _-) No. 3.05: Silt Fence BM = Top of MH , - ---",------- - __ __ --.-,. _ ___ __ _____ __ - � . I = _ , , , __ --- __ __ --- � . - __ __ - -,- __ -- - ---- - �,:- - -- - I----- - . __ � I '_ 11 / " � __ - - _ - __ I __ __ __ ____ ___ __ - ____ - _ ___ -.- - __ ------- i_ ___________ ____`* 1, - _=-, ----- ,-- ___141�, , A ,,�,� ,,,',- - C-1 �� - -_ - - - -_ � _ ___ - __ . - __', - - _____� � ��_,�,/_/ � t I -X-<SF -X- I - -- -,- �, <_ f-, - __ �_ - I i �, ` - - - - -_ _7r- � - __ _____._ _.__________ ---------- --------- __________________._____ 1-1-1 ... I-' _ __ _��', _. �:::�. ____ � I - , , _-, ____ _1 - ___ /� ___--�x;W"" I / I , IiiT_ � - - - - - - - - � -, 1. I ,; : --I-- ___._ ,---- -1 - -, ____1_1 __...i`i`ii`iiiii""` __ I x 'T, - ---------, - - - iFFUIPED - - 2- - - , , _ - ---- rading ---- Legend , __��__ -j � .- -,-,---- -.__,,r ______� ___ - =t( ------------------ --------------- ___._____.____ ___.______ i- 1, _.,� _ � - � ___,_ __ ___ ----- - - // ! " n � ___________,= .. ........ .. � ......... _ _"i � I—- _1 __ ------ iii""""-" ------ _Z1 -1-11.-- ...... . , � // f . . -_ - 11 F __.I I. __ ,�����77% 77777=777T== -:77i-= --------- 'I-, 4___ _______.____.._____ - -- ------ � � � ..X _--11-P, i ( x R __ �XS752 -___ --- - - . .-.---., - � I ---- 11 - - - A I- � No. 3.07: Inlet Protection li -------- -4 1_1 J-- _ - �� ___ _: __ ��_i ... =._: _1 � ___L1_ - i I _= ',Z17-__'_ -r--,-------- . - - -_ - -_ - - - - ----------------- --- � I _1111111111111 7; -i 3.26 T -_ I I __ I . I I ; -,& t : I ------ , I / a � � . .4- _\1 ----- - -_ , \\ i I ill� � Property Line - - 6�_w� Ii1111IIIIIIIIIIIIIIIIIIIII1I � � �� - -_ I \'17 ,1/1 ! � I- ,��/ I ----- &&&&&iiiiam� 0 ,-_ � ___ I\-- 1-_-, _ ___ _ I ___ - __ __ - __ - � -- -------- _7 """"?T \ - -:-_ -, _.. - __ ( - , ___ - ____ � __ .- --- - 11 _____ 11111111104""" _____.___:__=, - 7 i i D __ _ __ __ ___ - __ __ __ __.__._.___. -...-,. I-- ___ ___ _ � -, _ I I i . � I—— I - -1 - 0, == --- - & - � : *17� I ! [ . I I . Departing Property Line � I : i I � -1.__�___14 I , Temporary 24" HDPE : i I F .6 � p 1 I � I ; I t Js � ,:'11! --j�!!� �i ; Easement 12�i : : : il : � :L' -1 �, r : , , : ; : : . ; Drain Pipe I I / � No. 3.32: Permanent Seeding U� i I Temp 1 ry 24" HDPE I � i : f"_�t - �_ � __ I- ----------- ---1- '' " I io: It : �� � �� 11 ! ; 0 I , 1 4 . ; ; . . I I 1, _4__� � . I ;: i I I . I I . I I I I . ; I t JI, 1 i :1 j ; � x � I - , Setback - I __ __ __ " - � Dr Pipe I � ! a k I ! t ; r 11--I.I.. --- -_ - � _ 1 -1 � -1 1-1- -1 ... - p Rap" (I 1' x 2') , I - i : , I f . !:,� �_��, I I I ; -1 - � ; -1 _111-1111-- _11-.11--l- , I . � : : \ � I I � 0 : I � i I � �, 'J, � I 11� ) .� ! I r No. 3.30: Top Soiling � i t ! i � � '� � � z 4 ; t 1-1-1 I ) ; X ! ------------ - :__ ; I . I : .1 _4__� - :::::--__:_-:__: ------ :-:: -------- :_-:-:::::___-::: Underground Stormwater Piping : , i, u l, i 1 8 \ I I ; NOTE: Sediment Traps are not to be - ----- ----_---1'- I � I � // " % � I �, I �� I f i - - - I ; �i ; / _ " . __ I I 1 , I :: t I � I ! � --- � - ____ ___ __ ... - - __ ___ - - I -------- ---- -- 1- ;w'-__ __ -_ 1. --11 1. _ - -L___. .--. _._.0_ -_ In o � I � - __� , � : , � - -_ __/ � ,- 1 -.-----,-----�-----�--.--�-------- Underground Water Line . - --reMoved-until approval is granted by I � . I �___ No. 3.31: Temporary Seeding I - 0"! I ; I . , 1i 1 ; 1 I i 1. :t i I/ . -_ - _ ---- _- �, i Rip Ra 1 V x 2- ;, : i I __; I , ; __*_� t Albemarle County Engineering 1 1 : 1. : : . I � :11 � � I i ,, � 1 1 i q % � 1 : J � I round Electric Service I -_ ,--,--,-.--,,-�,�-...,.--�.-.�---:� : I � d � : i Underg I / x568.8 Department. I t I t � i _�7� T ST I : - 1! - I ... .i � I � t I -1 _ 11 -1. X-' ____ _] I - x , - ; ; c ____ __ , � __ _ __ �. _ .. . _.. 11.1-; . 8 � I I lff%oft.�.` I(& No. 3.18: Outlet Protection 7___ _______,___._ : �! : � I i �, A— - - ___ __ - - Is - / - _�- - , . � - - - Underground Empty 4" Conduit I ST I if I : ! ____ i. I / ) � I ; I ; 1 I i I !; i i f . � ! � I X . 11� --- I � I I �� I I (5 TS � I : I ! i b I . . : , . I � � (-- '� I '. I . I : It I . 'J I . I I t � i "...-I-1 _ I-— - -.1_1! i ; I Tempor ry Sediment � I I I .: ! . � . a I I ------- round Sanitary Sewer \ : � i ; I i �i : : Phase 3 . \ %, \ I Underg I �t � � d _11s,,�< �_ � ; - - -_ - ____ -.1-1.1.. ,- - __11A., ...... . ... � ... _..-1--_ a :ii --.11-1-- - J 11--l- 1 7M � I i � .... .. . -_ -Tr'p No. 2.. ... I ... . 1, � _1 � � 1, ' � E . I I I � I 1 i -_ , 11 ' I No. 3.02: Construction Entrance I i I .. ,- ; - ; � q i . ; I -I i ; i; A I ; ; I I : . I i - , 11 I ; : , I I I Temporary Sediment : , \ � D f ! I . (9 . . � - �!, f i i i Q � � ; - I 1 - I 'i, / I - .1 ; , , t t ,t � \ I., I f � ; � , 0- : I k L) \1 -,-- __ __ __ - __ I \i ______ Trap No. I -.____._-1_- __,__!� ! " - - ,; 1___1_11 ; I 1 � . . � : / , " � \ ;; I ;: t . -_ - - - --- - _Z__ ___________ �� L __ ___--- - -� ______\/\_______.______ ------ I------ Overhead Electric Service I I t, i � --- -_ ____ `�� I 11 I �§ No. 3,13: Temporary Sediment Trap I - , - - ____ __ - �. __.__ _ _ : ! � , � : ; Q I 1. ___ _-1__-_--_ I , i.; i __ _: _1 ---- � I : , i I �, I � , �1 1 I . .1 I : t I / " i = ; I 9-0 i � I __ - -_ ; - ,_� -..-,--- (a � I : T t ; I I AL Pole Mounted Sign Light & Pole 1 ! . ; -- ! ; - : I � 11 / % N In I L I :: , �� ; 1 . . :i . , I s ;r I P . . = I . ! \ � � � i I : i " F t � . i ; ; I I 10 i \ = I . . i �. � 11 i �, M ; 11, iz _ _.___.L__ ___ _ 4- -�! : ! � Q0 I ,t � / I \ � -_ -_ . � / I :: i I Q0 : :1 � I " I Limit of Grading , - Building "C" I t ; , - New Topographic 1' Contours ��, .11-1.1. - I 1. 11-1.1.1- 1. 2! 'j i : � 11- _-/'l . : i TS 111.11 ---- -- � . - � 11 �- - - -.- , .1 - . � L)�� 0 ---- -- 1. I I - � - I - - .11- .1 I / _ I - I _-.1 I _\�� -ay t i \ �m i � L � ;.,_; � U_ I I . ! z I I I I � I . , , it I � i I N1 � : . 2 Storey I r r"! -4 i � 11 � / � I i I � I . t ; ___. � 11 � t i \ % : i . . Drainage Divide (Post Construction) _____ � i _ I- ___ -1 r (6�L t6 ... I---- . .... .. A 11 I - - , Z � i + . I i i I t � . . . . . I 1. I .t . r 1 \ 1, ___ I !� : L - , Jimenj Traps a 6 ����� � - ; I -11.1 � 11. -, . ..... .... � ___ , --.1. 11,014 SF , 1� 11. re not t! e \\u7),,� ! I � . 1� - I ! ��Q I � to I _,-------- - : I _ � I Existing Topographic 1'Contours � M I , _ 1 -576---, _1 I i ]� I r7 .6 X '- , ! I - , ��_____ ___ __ : . -- ._r_ _ li- - - _ � . _ - - _ - I, __ : L, _ _ 1-1 -11-11 __ I I � � i X --- - --- --- �, 1, emoVedun av rovalisgranted I -, -_' __ I x1t N � F.F. = 577.7 x57 i. I I I i I �� _& - ------ . ; , , ------ __ 1 4 / r _......................1111l.l,rD Temporary Diversion Dike , � �, - . I ;. / \ � � , L _____W1 ' ------ I : � i . - � 1-111 I I � " � � � W_ - - '' ., _1 / i Albemarle i I . I i I . V�""" f : I : :i 1 � Mean Height of Sloping Roof :!� 35.00 : �: \ / 11 L / "I I I 0) L I J t , , E§ . if ___._____.____ - _.r. I i .. \ , � � , I � 0 �, i 1 1 i � . / I i Department. i I , , ! I , , . r 4 t , � W�� imm� M�� �10 Project Phasing Boundary Line I :1 I ;� ; , i I "� - - - __ _ _____--___1_ I ! I-.-...--"- -_ ,- - . I I 1-1 �. - . I � - 1. I _ - � : t it i I I N ____ --1 ---- , / " .. I �E 11 � I j I - - __ __ ____ ___ ___ f // . i . I : � � I : � \ I , i i I : . � I I I f I . . :� - : I -_ ____ - --- --- - . I i � , I :t _ - - - --- ---- I __ 1. ___ ---.11.- 2 F � :� c : I � � / !� I L \ I � -1 ! it : � o il I I 1 ; /I . / ' I I f � � \ I I , 7 1 1, . . : LD� i ;, , f . � i I � , I I I �! i : i I I I t i� I � ; : / I . � ; , . / 4 ; i Z I \ � . i. 11 � i � I � I , ' ! ii i � ; I I \ T.M. 60 Critical Slopes (Slope > 25%) ! ; - _. _. - - - ------- - _ i i I I I 1, I I ,_ '_` "I" � , it I i ---- ; : i I / i 1_/ , I (D � . . I Li 1. I i ; - _ ----1. � - � -_ �� - - - - - - - - - - - - - _-.1-11 I : t , � . . . I . . ; � i t, I I � : I I t : t � / 1---- ---- \---*------- --- --_--� : � I � 11 - I :: i I . I I - Par. 48 1 . ; I � � i 4 i 1 f . I I . f if � �i � , . 0- Maintain Existing Stormwater Piping `_ i d , � I ;i ", i � I ; I ! I ; I , I a 1 I ; i 2) 1 t TS t - - - __ 6 , it . i � : i 11 .... --111 .... _____. - - ; : V,', ; - -, . � , , i , County West 1; . ; � a) . t � i: : .; ! p ; !t 1� i 1 ,8 i _-1 - _'11--1 - . ...... . i t , / i . I I i I i i �� - . I- - I + , T.M. 60 : ; . .. .... , -111-1. - -1 - I � ; I Until New Stormwater Piping May ( _ -- `,_<�__ - - - - ----------- - � iFP111__1 :. - --- ---- ____ - --- ,_ _S�,��'kll';Q§_�_,Rl i I , : I - ------ � - ------ � ... _ __.- - ---. __ i ___ -1- _ - ---..- --11-- ! . ; � I ! ; I _ - - -2 I -p.- - -i .__,__"V__ ___ ---- � , I ! I I � ; ! : . , I I i .___1__-_.. ___ - ___ ! ! �; ! ; I ; - I - "... -1 _1 I I 11-11 - I .. _ ... -1 - --.I.- _----_1-_-- f i if - t \ I ; i 1: � � _� I ! - t . I � ! t . �, - I \ I i I I � ! �_ I 1� ; i 1 i I () (b Be Made Operational. See Sequencing N i - - .j ; (Ty - i 1_� - -\-- - I � 1: : t I I I - .-, 6im 2 3) / , Limited Partnership i �. : Ii i I 1�_, cr) . : : r . I I Notes. . -, __�, i - d ;: ;. 14) i � Le i it � I I I i I I Par. 46A ( :: � r i: i . Lt � - \ i � ; ; -I- L� � I : : - ( I .. - . / 1� - i 'I-, C�r. 11 i - . M N i 1: ! - - -, _____._ Zoned C1 ;; - I I I - : ___._ __ � i - a�: i � i \ D, / \ __ ____ , . 4 �: : i I !r i .: : I -1 i i I 111- � I , � : � I I / 575 � -_11 �, 1-1 \ - ________, i r � -:_=__:___-� 7 7': �-- i i: � � ___ - _11-, __ __ __ - --_-_---1 ...... 11 --- I- - __ - __ - ___ ___ � - i I � -_ -_ - --- - --- __ -- - - - - -_ - - --- � Commercial Use i t,'- -, .,:_� _ _ ----- _-, . I I . - : // I i 1 i ,\ -1 __ - r, -, - - - " -,- - - - - , I ! I I ;i I I - " � I : . ; Ivy Professional Centre : �: i I I I I \ i t i ; it \ , 1 t I i : 1: � � : ,; I \ I I ii I ; ; 11�1� : � i .1 I ,,r � ; "' i ; 1 I/ ,� \ I i , / - � I f I ff----------_�1: i I �: X�� __ I . ;! I I I I - I I t r I ________._ _\ � � i I . --- _ ,- I lit _.- _ - - _ ___ I i, ii --_11- � I I i I : � i I � . � � ; it I - -_ !I Zoned C1 I I Screened 1 1 1 . i i ,-- ______ ____..________._, � t� i i � . � � lr---------- ---------- -- --- ----- ___.__ - ----- -.---- --- __ ____ _.,- � ___________ ______ 11 - - _____ _ ----I-- . I . r ; . I I !8CY! ��!� _--_____-1__-_1-_1._-_ _11__.___ ...... I- _ I - -_- - ,-; --, 11 r� : I I L I :, . � . 1 � , I . I i ,�, � 1- ---+- \ � I I G T i � I . i : � i , : �. I / . _ , I zi , " � � I ,r I f � , -11 i 1, 1, \ ; ; - I I , I ; I I : : � I ; 11Y ,__ __ _� 1. L I : I _,� i��! I -1 \ , � . : I I I �i- "'i--ii-I �� ! 10 : I - I �� 1 -4- L - - _& t, � I ,- -.-; - __ - - -oumpsi � I � :� 11111111 � /i / , , I I .��:: I I I , %, __ � � . ___._ � .1.171! -.1 -1 1-_.1---_,. ____7.__._F� : - z 1, � . � q 1� .1 I J \ I . � � , I z, t ; . � 11 1, � I , W . Commercial Use I I !� ; i � __.- � Erosion & Sediment Control Notes . i -_ � - / � / , , I I I il 1+ -, t I � - _ 1_. _. I-— 1-1. - I � I I : ,,'-i ,/ __1-__1____-_ _-1-.__-___-..______ 1�1-- of . �. : 1-1-- 575�5 ----- ------ - -_ ��_,_ -_ . . ; I i �-- I I I i L : ! 1 --- -_ I ___ � t 575. .__-i-_-_-___-- --- -____1-._- . I 1111f 1. 11 __ ___.'' -_ I � [ t ! - _______________,.___ ;; I T . : , " , I I . !! I � � : , ; I - ... I , ) i . I I :, I :/-----,--,- -_ - ____ - -- : I . .; f I ;; :, : I .; / 1 $ . .1 : ; . ! I . : I I , . 1 .4 1 p : j : . � t : , 1, ) �t 1. All soil and erosion control measures to be in accordnace with soil and erosion control narrative 1 , f h I : � i ; I � . 1, . i i I i i - - I , 0 � : : i ; I i If I . ; I _ 4 1 . ; i i i . it . � I i � '/ z - : � \ i . ;: � 1 . I : ; 7 _11 : : � . I : / I . I i I 1 4 i � : i . I �1__ __ . � L t , ; __.___._ __ _�; ! � I ; ::- -1 -- - --- -- - - - -- - I prepared by John Green, P.E., dated July 11, 1998, and entitled "Erosion and Sediment Control Narrati � � I - . . i i � I _ _- ------- ___ --I ,: / I - �. C,? � I � . I I I . . 7 ; I it ; , � ; I ;: I i . � I- 1: �_, --::.�__ .... �, I I I : : I � 1 1 i ! i I I I ; / L / I ..". - I—— I - --- I �__,__,_ ". _ __ -.11. � 11.1 --- 11�. I - -111 . for Old Ivy Offices, Old Ivy Road, Albemarle County, Virginia". � I _,_/_ _ _, / - I i I r I I i , _ � - , � I I I ,f .__.__. --- - I �- I � _ --- - I.". - - - I : I I J � � . i L - � ' � m I i ; 1i i ,% - .11._----____ --- _ 11 - i I ; t � : i I "l-, - � ii : . I � �� -, �, :: I I 1 i t . ; - I if 1, I I ; - �`, ; 1, "I - i � � ; � � . I - � ; �. I I , �- I . � * x577.6 0 �: � __` , 1, I ,., 11 � i , 1! A j, I , : � L ii, . 0 ! . I .1 i � � tjz�', Z I - � it i , I . i J j : .; _��_ ;, ; / " - ,I " \ i I V - , . 1 1 1! I � __ / ,- 11 '. i t% � I f : . i I � � ; t ! � � . I � i ', z . i � � � / 11 - 40 1 2. All soil and erosion control measures shall be in accordance with the "Virginia Erosion and Sedimen ; � L : � I � i iw� 4* � as 40 �Mi=` I ; , f i i -H-'s ; I i j me !!� m, a! 40 40 � W, ar� M = �Mmi wwmft�m� �Mm 1110111� = M , . I" 11 : : 11 . I .13.413' 14 1 . �: � 1 �� . � _"_!""Fww�w�� 111111 -lip -i ____ �W.Ift 4 �_ '7- . � ; 11-1-1 ... i- _ii � - - - 7111101111,1111,1111111lillp- :-Npwwmlml-fw-m-vmwmwm-,--,-,� - I � ,� 1, 1 � . , I- I , 1�r � __ _,_ - - - - J " I I I . i I I - -.'.� . -, �, 1, __ --------_--- ---- - -_ � ; t I ,,, - - ..�,, I- 1 I ; 1, - IM ----- - -�;�______ � - I Control Handbook", latest edition. z I �' �1 . t �' / X � _ _ -_ - -, _1 - �� �, �� I I I It � \. i i � 1, I f � r- - - � _." - -,4- - = _-, � . -__ -_ --7-_._-.. - � � --- - -� � I . 1, t I ; 7 � I � ,,�� ,�Z -_ (( � i L I �; - 11 _', \ I ! _-) I ��- �/ , I ; i � 4 ; Z I � - I ::� L ._.1;_.1'.____1/1 _� 1 ___� _. ��_ _�,_ , . I i . I : 1�; f- ...- ... � - - - -A 1Q � I : _.: =i : , . - � �7__ - -, ;__ � ... __,�_ Y, , -1 � i \ - §zz __��__ / ly ____ --m- ___ - - - 1-11- - - � . , - - - - : ,_I� .- - - - - _. �. -1- - ___,_.__._ __ , , __ '' 1-1 ... I 1-11 ...... � I - __ - - - __ I 11 _ ....... - - . - �._; - - ,.L., � I ;I_ - - . I I ! . e]_,�i , I \--�1--�.��-�-�,�,.�,-..-,--�,.�-.:--I ______�___�___________ __�) - --t , - -11 --- I _�_ � , ��______X _-1 ��___ . .- - � 1 - - 1. - 1, � i ! I ....... �_ , � __ - � __ t�, . - -It- - ------- - _____ I -site soils are 21 B, "Culpeper Fine Sandy Loam". � -_ - -_ _6�',4_ _ - : I I . : � I __ , - - 3. All on ; � 1! ;� 4t � , / , " . p � i I - - - - - - - - - - I __ li f� I ,� �, -_ �Ll t . f 1 . 1. ,It L - - _:_: I , �� I., 11 ,. 11 � I ; 1. 1� - I � - I - � I i i . ;� ------ � 1101 ...... � - _ " " - , � � I I I I .1 I . � I - ./I- � I - I � / .11 1� ___-,''.., i f : - -- ---- _� ,� - � � :_� r T.M 0 Par. 47 ;� __�; I " 1, 1 6A i . I I �, 1, ", I , � � I I � ------ ; t I ;L � �', i c.___t � I � __�__ I I . -- - � I � 1 4. Existing vegetation is tall grass and shrubs (see sheet C-1). . i \ ; i . : � i � . _ 1- -- it I , , . � � . I - /I -, , . i I -- � 1- -1 I -1 - 1��_ , I t I , , Z I _____ . , I 1, I � , 1 j __ f , ___ -, ___ __ je, ------- __�_ - - __ JP_ _-, - - __ , - I H �: � /' ___ ., - ------ . " 1, . . �. , __ 11 - -.t: - � I i i , I . � . - - S -Acres_ -- - )� :: ,,- . __ __ � I ;� � \ ,�-. �, 3. h S"' e 2 1 1 � I , I - I - \ I I I 1, � _____11- ___ _____,__,____.___,__ __ __ : ; _ \ .1 �f - " �, 1, , I 'Lt . . I L � � � _� - I V! ;i . , I - _ - , -6. 1 it : � " ---- I ___ �! L " i _ I - I -"-- -_ �. i , 5. For Permanent Landscaping See Sheet C ; it I i _� �- - 1, .� I . !I it I 1; - I 1, I . ; i � 11 t I � . Richard L. Muni & Caroline- S. Munley I--, , __ - - , , . I i : I __ __ _._ . � _�\ , � ,__ ��, ! : , �:fl�", � - _ - - - ____ ._I'- "I .1-__--__. _ 1-.__ I I . I I . " � .� I _ --- I �: I - -_ - - 1. ��', ;1 t� \ I 1� I I k �� ,� _ _ I ; � i � 11-1 -, I i : : __� .- - - 1. I ; c ; I I I'' - i B ") __ - I _ -- I i I i I -_ i- 1: :: � � . -1 ;, i; ! -_ I , � - I I � i I I I -_ -_ - _ n L -_ - , _ 11 I � � . i � d I �1, __ __ ;- :� � i f., , 41,13538 - -- --- . - - -_ " " __ --- \ I'� 1 6. See Sheet C-8 for details of Temporary Sediment Trap And Inlet Protection. I I r -:1 " I I _-1___________ ! Z , I I I . - --- . I i � 1 , ! � I-, __ __ ___ ;� I " : .8 ,� _,/ -, - i = t --- -,-- 4 -_ � � : \ ', I - - __ ___ - __ - __ . - 1; - ___ r - __ __ - - � ,/ I ___ . . . --- : - -- : : ,� - - _____ � r i , ____ � I t� , ; �! I �, __ - ;� I -_ -- ; I " -1 1, , 577.3 x � L : i 5 \ , _�, _11 ---_�,�! - � : I � -- I - - " "I., _-1 I I 1; J i . � . I I . _,� - � I I ____ . L I - --- - - - -1. I I , . I - --- - - � . �, ,_1 I - � . . . - � - ,. � I I 1! -, -I- - - I .I..... � � _ --_ : � -'�,.'-ZZ��\ i / t : I i � I __"� t , - i , _ _ I ._____ - , ; � . , " . -_ --------,-- - - - f I i � '1� i I i I . I 1: . , I ., t 4 I -1 --- ,.�\ I _ " - -_ I ., , -_ _____ �' I I . 7A �,, . ; �,�� -- . ; i -11- <�� - _' - -_ - __�_ - ____ - -,\ , i z _____� . o OT I __ _ __o __ /,�� -7 : �- --��- I i ! � - 1 i I : ; ,5;��_;N i " _____ / _ _� - j- _1111� . I / 4 . �( . N : I . I __ � I � � , 3� 1, 1, ( 11 I ; I / � -_ // -- " : "� , . I t i ; -_ i : , : ; � ; - I 0 1 � , L I I i . - ; . I i .; I 7r �\ - I ; , : , t . I % 1, � , i I � ! r � , ; t I I 1, ; I i ! I : . I I i I I �J I . w = � � do ...i;�. .4. ,. " I I I I � I I � : ", . � i � I / �\ . . � I . � �� __ - ; - '0 __� , � � -- -: � � : ,", t � L ; � : l� I �, � : � �; -1 L, _:� �, � W` � - L -- -_ . . I I . , I - , I ; ! . . � I . L . � t � : I r , i ---,\ I . , , ",I I . i 1 �L , i � � i .& , �,_ 1111111� � � --- - I i I I , i I � __� : I : : , .�_ . ; --_!� i ! 11 t ,� . . ,�. I . 1, r - I � f i ;: I I I : i i � � I . . L t � . : ; -_ ;i ." . .1 I I 1� I ! I i z ____ .J : . t : �, �, q - � iit t ! I . I I I - I . 1. __ - �t i . r i � I f ; I i i 11, d ! i . it : �, I I - . . �! n & Sediment Control Construction Sequencing : t �, : i . 7 , " I � I I ___. � i � : : �, 0, -_ I i , )/1 I : I � ; � L 1�1 f 11 - ; : I t L , I I Erosio . � I � . I . . , � ii I t I .t � I ! f . i ; , - _ _1 , � ,*,.---, -�__--- / it I 1 ; I � I I ' / � ! t I i � I! ; 1\1 .. � : : �, !� 1i --:CC_ ---- ---- __ _i t : ; I . . it p � . I I I t I ; i _ ; L r:= --. .___ `�� �� i I / � I I t i ; "I ; I i I ! ---- , ____Z____�_ - ,r _:z_ I . t . I : I �! i :; " : I � t ! , i � I i f L t�_ � :: I ", o I � L . : L � �, i -,-i"5- - � � ;t : : ; � I �i I I i I 11 i I I I 1� . ; r � I I ___ . I - . ;! �; I i " � : I �, , � :1 : I : . F 3 : . - .t If I " " � ; : . ; I L I � I t : i ; I I I \ . I i ; POLE I / I , __r I I ! ; : �. X577.6 . , N �1 f I � ., : I , . �� : ; i Z , � I I i � i � , . I I - I I I I I t ! 11 I i i : ! I I I I . ;i , ; .� -4.-',-------- Zo: � .1 , I . I 'If 1__I':� - �i " :: Z� �� ; , --- --- --- - �! �, I I i � � 1, : I I : I . i I � I .- � I . � � � : _ I :� \ � I _ -_ __ __ I General Concept: Construct Phase I and Erosion & Sediment Controls necessary to stabilize the . I . r I � � � i f , , t _-1 : 4 I --- � - f � . I ! I � i I L . t I i I I 5 � , I I \ I I i � I . ! ! i ! . ; co 2 ; : : I : f I � . � " I � : I—- i 1 , � ] t I i \� I � z I ; I - � 1 � . I ; - I I I � ; . � i . : I i " . I I r �- 578.8 x � ". i ; L I i . o ; i I I ; i I : r " I � - i . I L I i . i I i I I : t � I --k 79i.7 � I , 1, site until later phases are built. I I I 1, . : 1, , t I : i - I / f �__ T I ,x578.0 FC ; I : : � x578.5 � ' - 11-�_ , i I . � I I . 5__�� t , . .... ... - .... - J \ � I I 11, � I %� i � I 11 t ;� I I i I 1. �. I �: - :! , ---- - 111.�� _1.__._�J � I � - I __ I -1 --1_-___-- _--__1-_. - ... � ---1 , I � I t � � i 1 1 , I , i _ I - j- - I ,- _._. - � .... _ - _ - ___-, , - � ___.. I i � :, t . , � --1 .... �., --- _ --- I - I I - �L_ -.11--i I ;; ,� I: f i - _1---_._--_- _.__.___ -1 _ � _ _/ , � " � ---- - ---- I - I I - � _.. - __ _. _. _. _. - - I - _i 7: �, = � ��_ __ _ __ - ----- - - �, : � I � . I L'', - - I.- - � - _ _. 1. I _. - .. ........... . t____ , - r ; i � I I , : I I I- � �- -1_11. � ... 1-1111 1. =:, I- __.___, , _ 4. - - : �_-:=_7:-:_1-! - - - ___. , ---._1__- _ I �_____ � I I if-, _______________.__ I I .� ", . .. I_- � --- I ___ , .-__-__-1 __ - � - - _-___.___,____:_1_____1 - :1 ,: "Ill I " ( -- --- - ., �: ! : !t - . - - I :. � I I 1. . , i �_ I I ; I � ! , , \ t i I I � I z I i : t 579.Q� �. ) _ 1 4 4 i _,�� � i t t I r r ; : . . - __ I i . i 11 I . . r I I � . -_ � : X 1 / x580.2 � - _____� 1, I I I I ; � I x578.5 ! � --- I : � i , ! � ,,, , -- I 1 , 1 i ; . � 1 t I "� I I I i t ! � I t i i - -_ : . 1 . 1-- ,.-- --- i 4. ; � I , i 1 I- - _ _.._____.___ - I- I I �: i If I \� I � I � , - ------ _ __ --- ________ - -�---..--"��---.----"--,.-.-----,ll-�-- _ __.._-_.1_.._- __ - I ___ . , i - . 7 - - ___��` ---- -- 1-11 __ - "__..____ ------- - ��, - -- ---- ---- - - it x 578'7, . � ,,, ,�- � If NOTE: Sequencing different from that outlined below must be approved by the Albemarle County I _ _ -- --- I t . I i f ; i -- --- -- / f I I � � � : . :i � f I . i I 1� !_.________, � __ I -__�i -_ . I . ; . 11 ---" 1-110-i __ - __ - - - __ I --- ... -1 . ---------. I I : 1, , __ �� ....... _ __ . � 1, : . :: ;.It - ; � � � -------- - - -\, - _S___ - _11 ---id, __1 t Erosion Control Officer. . �, � i :, : ; � !; - it ; 11 "" , -------- - _____ __ 1 1, I 11 ! : :t 1; ; �1 � , . I ,I . - ...... I I ; i i . i ; � 1 � � . t , , _1� ; ! I I I I / ; , \ preene - ___ i : � � . I :! � I �. I it - it 'I, " 1� - � I � , I ;i I - .i 1, 1��, - 1� I �, �. I i __ - - - - --- - -_ I \ � i I , , / . , �i I I fi . ;� I I I --- --- - --- 1. 1. _ :_ - - _.- _: r I , \ i : I . z � I r I i� - i � �, e I I , : I- 1� i :1 I i i: I " .. 1; � I � ii I .i I , I - i I I - I : I , . , ; ! / , , t � � � it � 1 1 i . - , . , I �� � . / , 1. Install 611 Silt Fencing in SE and SW corners of property. Provide water and -hose for Construction I . - . - 1, - ;� � . � I I - I I I i I . , , . , i .t I I I ; I :: ii 11 I I . I , I �; L :1 . � --- I r / ; t 1� I , \ � I - I ; ; [ - 1 I 'I, I i � I dr i � - . a / I � 1, 1� ;o b I .; I ]� I t . i I I 1 -6 �, i � . t Entrance. ; . I . : � L I , I / , I I I : ; I : , I I . c I I : f : : . I , '= 7��_,,-,:,-_ -1 � t i - I 1� - - , I I/ i t . . 1, t �f --- � - E . I : , i , I i __1' � I . I � 1, 1� __ - - IF— -- _______--__.1_- ___;_ . . . : i t t, i I . � . I I ; 1. - ,_._,_____ :1 '. 1. it .1 I- _ . I I I I I _ . . . I . 1, t i! - I -_ - ;: I / - - -- -1 - -- i I ! � 1, '\ � . IT : k - ---- --- I-- I I --- � - - "-I.--- . . ____ ____ -- ------- � , : I \' i i . � I , 1, 2 I _ -1-1-f-- �-i ----- -- _- ! __ � . i I 4 � t j I i " � , , : ! . - UA _0 � �� - - -, 0 : I :. , !! � ! I . i � � I � -_ -11 ; I I � . � I I I . I 1� ______ ---�------�----,--.�---�--,-,.-,-"--�, i i, : 0- i : :; i i - � . I I , \\ 1 ; 2. Construct Inlet Protection around existing inlets and use existing depressions for ponds until the I - I � I . co 0 , . i; :; it !I" i � I i � t ;: !; � I � 1, ;� � � � I . C;t I . � i: i I i q , i . T.M. 60 Par. 46 1 li : 11: if . ;i �i _� f t : � � , 0 � i q I � I t : I i 1, ,., I ; . f ,� i : :� . ; �� L; "� I i i � � � I , permanent stormwater detention piping is installed to a point at which it can be put into service. . i . I i : I 0 i I I i , ; i . � \ . i . . I � , . I I : : I ; : � ,� : I I \ I \1 � I \ _;�� � I 7 : -i _ .� ,: ,.1 it I �. � , \ I I I ; � I I ; @) ! _J_ I __ - 1: . ,. f .1 i \ � : 1� I I �� ,. I 1 I I \_ I I i I ____ . t �; � L i i - ! , �, : . t I � j ,0 i ;� 1�. I - - , - -- _ ,- I -1 - -_ ,________._.______ �, . �. 1 1 1. �., I � , I t _ . 1"f � I - , z: I , f I i 1, I . Welford Ross il I ; ;I i FX) : � .- - i I � I _` � � � ! I \ � I I � 1 1 1 3. Construct temporary Sediment Trap in south-west corner of property. I I - . . t i � �� 1, i I � � . I I � ; : t � . . . . . i 1 1 ! ,� 1, I r . I i I I � - � I .. t : � "I : I 1, ., i j i , I ; 1 t . : - : i __�_ . : I 1, i �� I-- I.. \ i I . ; � I . I I � , �� " I I --) - I ;� I I � ' Building "B" 11 ! - "C -1/i I \ f I i I ir i I , . r I ; : C" �,____ t I � ;, . - � I lt� :� . � ; I I !t ;. I 1: : 1, ; I I ;; . i__, --r,___, !� \ ,� 1 I o I . I I it z I i; . - ___ i I I . it 11 . ��t�, t . . � : .� ___1.__� 1-1 . --- -__.;,� -_ � - I �, 1. �� I ii : ',"�, 1 1 lk � ., , � 1 . . � I ; . i i �, 1; I 1", I __. _ I \ , ; , I . i I � I � ,,,V �i � __ : @ : . , I 10)] I ; M / '� � � WQ I Zoned C1 00 - : � , I ; k, ; . I f � I , 4. Remove existing tennis courts and construct temporary Sediment Trap in south-east corner of . : I � � : ,_ � I !: I I I z i " i I f I , Buildin' "A" ; , �. I : . 3 Storey (D property. I � t ,� �, . I t I 1! + I ,; � i ; 1, It �, t � ,_ I ; � ,� :1 _.:�� , I 11 �. t . 1. I � I i t,,-,-: :: I � 91, I .1 , ---: ; . �: : + ;� I : t i / � f ; I , ; Q; L + � i � I I � � � � f � ; i , I ; P � I � I I ..,.\ f t I � : ; I I � M i I . ; t . . � I � ; . , I . i i �, t I � : � " � I t , .i 21,367 SF � I i .1 !,.M 1-1 I . , I . . 5 I . � I t �, i ,Q: I I . ; -_ - . I I . :� 1, 1, 3 Storey, -..--,-- - ( , , : P. I � t � I f � , � ,,,., " s , . , ;. U2 z � � �� ,, � . � 1 11. , , t f '. - . 5. Start new outlet construction very near the existing outlet and install detention pipe as I _; ; : __ � I I : i;b" ,, � ! � -- ---- dr-_ _ - -.-,-- - -_ . --- I I \ + I . I . _ _ ______________________ ____ 'i : it � I ,,, ; � -1 i r, I - - _1 ' \ I � t � : : i : L � I I I i . � .'', - I . r , i I . I � � , --F F. = 580.3 1 . Ul-i � 11 " , I ,-. �:�,,,,� I 73! kZt),: I � ; ," t ; . , . I �, I _� z � : ", � m I . n: , � I I � 1 , . , : . - , � t : � , I ��____ __� ,!, t - ---- -1 ... I—— Lo I : It I I , I I ,. - i 5 1 - -�',t i h construction progresses. � i . I ,� 21,367 SF �, I , ; I � :X I I I � "O t , (i) � I i I - I _� I ,. ,,f� , . / , i� . � I , it " . . i _ . I ; I C- : 11 � I , . i i I ,� : , \ � I I "Xi I L 1, j x678. ,�'a 6.�,3 INV. 'i , �; I i . � , ti , L " � / ,�, � I 1: ,� I 1� :� . .00' i� � I I I , _�, E , � � i � " . . I : ! I 1.i , � j Mean' Height of Sloping Roof :!� 35 ---- � !f� d I I 1: I I I / ; I I . i i . 1'� I:— - t % I . . � t I 11 I F.F. = 578.6 !i '1 � 11 _ � If I ,t I �f � �;()l � ) , r $if I , I % I 1 -If L I i T, I ; ;; - _1 I . . -_ I I : I . : � I " - � 2. t : + t ;� � --- i 6. Construct inlets No. 3 and pipe to the new outlet, and construct inlet No. 8 and pipe to the � I . � I / I/ / .11 .; I 1 � � � " t � , ; � , : 1 , i : i ! �. I ; ---' , , I : � f : , i \ ; � i I I � ! ; . I � . , � : I ! I . ;i \ � � t : � 'r � �: - - - __1 _ I ; I - I - - I . .. ...... I- � I ! I I south-west Sediment Trap. ; . � I I � I ,_ I � r . / I- � � / 1, I !� I ,,I � I -1 , - I I I L r , I -_ c � , � , �.: - d. : ." � I I Mean Height of Sloping Roof < 35.00 ,. � ,,,�! I " I , - - i � ; , - , 8 �i . ; 0: I - _�: -_ - � tt, 4! � : I I _ i� I I I , - ��t - .: � "I . _111 � i .��_Q. . 11 ; - I I 1 I :,_ a I -, , � : I I � - i I __ \, , , ,�:, : - - ;i i it I . 4 .. I . � Pot " �: I / � , �� � I ; ,r� : ! r " . t i I � �__-_ __L-1 I - - -I I I - � " I I :_ , I-— ,_ . I - ; .: / I --- � __ ___ - ___ - I �. , I � I I 1, .1, I / I �. . ,1 11 . � " If :! ! ,� _.. __ _ ,- - , 1, 7. Construct Diversion Dikes along south and west property lines to conduct water into Sediment . . � ! ! . \ �� - / I I "I ; -1 __ "I, ; y � f �, . . I 11 i 1, "I I 1. - . 1�1 I I k f I I .. I I , t , I __ J M , , I �. I �� I ��� zt 1, �r � � -- - - � ,: 1; 1� � I -11, �� � t " \ �, . I / , t i " � , I I 1, , � " I , � --- 1- I _ - __�� I I ): , t r ' " s , ,� I I ; � . 1, ; I o� , , __ f I � . i I : ". " _ - 1, � \ Traps. I .- I z , I I I , I , - I � I I , � - -1 - -,: I I L I �� , �. I-- I - - ; 1, I - . I i -- - --: _ ,- -1 -1 .. __�:_,_-� - �.. __ _. __ t i � # t � , I ; - f t � I I I i t -1 , - . - tl � I , .. I- -, ,� 1, . t . . ; \ , ,-- - I I I , � t , . 11 � - 1�� I I ; 1, , --i � - � i - , __ I/ % - t ___I - , , �_ t I �. t � I I 1, , � i - c _. - - I . ! I � - ! i I i! / I , I - I I I � �� 1; \ 1� . 1�1 / /I �_ _i- i; I : 1.11 �, :1 1. " I � 1; � % ; 11 \ '51 . . t ; 11 I . I __ oi . 1 , , I �! 1 � � : ", I I I r 1: \ 1, 1, " I � !I f I � -11 ;i I f� 0 4 , 8. Install Silt Fencing along route 601. 1 , . . � � I I I " . ; I � / ; : i - r " � I q o I � I I :: I 1\ I I - ! I ; � 11 I,- I I I I / , I . I I I It � I i �, I �,r \ I . � ;� : , I _1 "I � :� :.� i ; I �. , % % .: , /I � .. : I i, I . , I - f - � 1, � , L ,_ I � , - � � \ � . i I . ,/ - '. ; , i i � � I , . ! . . ,_ I , , I I I � I I , I I I -i :0 , ' L ' . �, , '_1 � . , � i : j 1, I , I �111111111, I i ; 1, i ! I I I I I I 11 ..... .. � _ - ____ -i - I t !_ ,,, __ � __ I , I . I I � I I 1, 1 � i ; 'I ` � : � � ! I � . ., ; " 9. Convert surface flow to new detention pipe, remove old pipe and complete new outlet. I_ . \ 1, �, I I �- i I i I , I : K ��, .I L I 1� I I , � 1: X: � __,, ___ - ; . ;t �,, I " - - It i; ,ii I \ t.� �, . I � , , I I I .. �! ; ! \ I 1� I � \ I . I ,/ ; __ :t I it , 1, i 151,90 1 .. I I :, . : \ I � I -1 il � I . � . I 1, / . . L I � . ! " 4t __ __ - � I ,� i , __ I � I , % I , 1, 1� . c i : I , � - `_ i i ; i i � ", I . , � . , i , I \ 10. Clear vegetation from property and construct building pad "A" � � 1, , i", I 1, __ - � I , � I . ; : milift E!,- � I z � 1=1111 ; , _1 . i ; - I I ; I- � . ; \ 1. I 11 ,� � � I Z __ . I , �r 1, " \\ 1, , ; I � . I I f 1� I I . I - - - -1-11 I— - - -j t . � - I I I 1, ; , -nase---I it � 1 - I fl-+----- __ --- i 1, I - I - I 1, / I I �!� I r I � Z L .1 I 1� z I i, - __ - �f, I � I I i !: I I I � . � I ! : I � if I � J i I I I \ 1� � I . / I � I . I : : Z 1 1 d , I I � \ I I 1. Grade site, entrance and perform road widening. I I i ; , . I � I" ---- *T__-____ � -------- 1, I., I/ I �", �; i I ! / � 1, � � j 1, I ,� !� 'i , 1; : / " � , ! / I IV " *; i I � . . _��\ . I - . f I � I if � : ; . I - ,, � , / /p a il : , 11 t: i, : ! Z _1 Xbqv.�,�,, -�,, -, � \ \ I - I 11 -IL _1111111� , i : � r - i I I I ,� - --- --- 1-1 ... 11 � J i _.. -1. --- . .- - " I � � --.+I'- __ - - "' - -- __ - I—- ; -1 ---T. � - __ I ! :; �� - I �, I -------- % I I � / ..... -1 � _ I - -.1 _ ...... .... . I ; - I I , - - I I � 12. Install remaining stormwater system, with inlet protection. --------- . I I I I % I .� 71- - - __ - x580.0 � , , � � t � - - , 1_1 _.." _ I_- I-- - - , � , , 1 � ,Z' 1 i / - - 1, , � - . `�, "� " lii�:_, I / ,r: 1 t I i , " ; i , 1 i i r ____ " \ __ - ........ . ___-1--/ i - � I 1! -, - I.- � . -6. \ I I , i - � __ I / t \ , �: / : i / : � : --- . i , / � - � I i ,--- __ - -% x578.50 , . ::===Z:1 : --- - - \t\ � � ..il-111 .____.__!__ - 1 .... ... j__,______. _ .- " z: : I , I q ; I � . , � x578.5 , t / ..". � - : L __ - - , I �- - - __ - ,, - I �' : ; I I I I- , I - I., � I -1 ... I—- ______ �.- � .... ..... _ , �_]_,_:,: I , I I 0 t : ; I �, I : i - � 1-1 i I- . , , I / . : 111. ��- �-� - -- - - ., _ ... �__:_ �__,:�._� I - t f I , I _11- i I I FL --- /__ J.B. #12 . � �� -1 -� --- f .:::: = 11 . �, - �, �,-, :1,__ I __ � - -;- -1 � I 1, I , .� : , f i I : ; - xtn,� , I zi - _! ------ XV4.& :_ - 11 I ,,- 1 13. Prepare site for stone and paving. �- I r ; I : I I I � \ I I ; ! !; I 6-] i ---------- � __ ; -_-_ -_-_ _-_- .t- '\ � . . ; , : 11 ; ',�� -, ! - - � --- - _� -------- - � ---- - - . t 1 . o , 1 = -= a �, , - -- --- -------- .1 t i / � . .1 I � � , , I ==� 1, -1, i - " i / t 7, I/ I I , � � - -t f '!�jj � � �': 'i _-, , . - 11 - � - I � 11 If � IP ! ; t e. __�__ . r 1 ,�' �, : ; - t - �_ .. 1 I . - � - � I . I - ,�i 3 +�/ - -1-1 . � � � , I ! / � I I === __=,====== . ! ; I / I 11 � 11� , C/-1. -1_1 I—— ____ -1--it � . 1; 1-1 __ - - - ! I L i I I / - , �i :. . .� � . / % __ - _ I . I r ,� _ - .I,-_ 4�--;_" , .. . ... :� � � f \ / I - I / I � i . I',, � - , IF - 1: I I � li " � I � ' I --- ,� -J I - 1Z It � 14. Remove SE sediment,trap. Prepare for stone and paving. __� I I � � I __ - i __ I i , I , , �, 1\ - - i 1 i i ! ; ; 1 � __7N -----/- I - I __ f I - 1: i : ; i ,� I I � i �, I - i , - � 1, 1. ; il i ;: � 1, , , I I � . * � D.I. ii�, � � -- i 1, i // / . L I �: \ - M ' , T empo I Drain I "�� - �J I �A, - - - __ - __ - __ _ _ I; / / I, � �__ ' '_ , x77.50 ,� � , J - I I I I /'i - � , , I . .. . ,Z i �_. . �_� L I � - __�- i / , � � I I __ �!/ J I , I �' .: .1 ! ; � 1___�_ . , , ", ,fl: , I / i, " � " ___ , ,� : , ." ;: .; I .. �; , I 11 . I - 1,100, I � � . - j , � . / : � I � t ,,� 1. . �� /Z ; ! I I e I - P TO I Ill, � �� � _ � - I _____ I . - I i ;. i I i � 1, ,� I ----------- ---- i I ;/ i � I f -,-,r __--� � i, � ��, I i ,. � ; __ , /i . !� �� � ; I � _,� , - �� f /I � / - " 12 i I I t 15. Install Phase I paving, - � , " � � 1 � i� -.,.- , � � I , I . :��- . "t. A � � "I , I 1 -%- ! � I ,� , 1\ I , - -_ - --- -- - __ ii i I I 1 CE i , �,�: / ) / . _�� - -_::- . :,::__ � to ,st, � POLE I i 0 1, - , -1 , � i , --- _L-__, 1 " : ; � . I ) , I r 11 I—— ___ I ,� : " : ,� . __/ i � __ , 'IP --- � � � __ - , , I I : � , I ___,,� -1, � I I I , � i , '. . I . - � . I i �, " r, ,� I - : : I I ,. �\�_,_ , - ___..::� ,.� � -,: - _:__ - 'I -OU � I,/,/' ,,, � � I I �� ", 1 -, -- , ,� _�; 1 ��' � z \ ___ -1-1 . I � - . x1g, . , \ F I 11 � i � ---- --t __ ; � j - i� __� '' " - - ; � . , 1� � : � - __ - - : _:��' \ ,� i I I . I , : �i ,- .f " ; 1. " /I _____� - , � il- V , 16. Seed balance of site for future phases, leaving SW sediment trap and necessary diversions dike . - � � - , � I \ l : I I I . I - I - - I 11 I I i 11 i i . I I � ! __ __ _ ____ k . 1. __ �, _111 - -1 : ,� J t . C14 / -1. " - .� -1 ; I I I I :: �: I ,i M I � - - 1111 -_-�-,:�--_ -, --- 1� " in place. I �, - __ r�xtg .8" _,� / " " / - - � � t � , 11 11 i I I "_ , - ,- i I / __ - - _ - __ - - ___ - I � -.-- - L �, ��.,�: Q ., � , � " / -, -- --- � ,�: � " , , ,_ ,_ � I � , I __ � .- - ! , - , , - t I 1_;��' ! i .1.1 . 1, _:i - - � . � , '. I I - __ i I I . .. . 1: .� - I -I:,-- - � .... I - , , I - -1-, - i f ; : � i I S ; � /_� ; I , . � � � � __ i I - ,_��! - I_ 1-1 - , , ;�� , � I : ! ; \1 :i __I-,- - I � I ,�\ - , I - - - -__ __ I .. � - - _ - - Jf3cp I , - , __ , I . I � � � i i \ ! . I ; r I - - --- / �' . 1, __ I .,� .-, `� --- ______ , , " - - - i ___.- � - ----- ___ _-1; � � r_` �� --- --- � I - - I - � - __ i t : I t I \ I - ,, " . '' - ` *ft* -19 . _.: , - ,� , z I - ", � , i i L I . ; ; i � I , _ � I / ; ! _ . �L I , I __ - If __1 , � __ � � t i '. I 1� I t ! LO 1 / / i , . it t . / I - I __ ., : , _m_ - , � I I I �� It - , s 1� , I I \ .1 __ I �. �, � I : I I I I \ I _<1 I � 11 , ; - - -- � --- - _ � , , I , � . , , ,� :1 11 / �� i -, I . - , - t�, - __ I 11 , ; 11 I . __ .--. .- - I . - - , , - 1; ! i I � 1, � I/ t: L I I , I - , - -, . - I 1. 1) I ,Zv�`- __X .11 ____ " / . P-OTAX - - - - ___________ ,: , I � - __� , I -.-,- ,- � � , , //, ,, " ____ ,- - --- 1, .0v SF :_ -- , �, 7"11111 ,�, / ;, I '! " � - - - - - �/, - _ :� 17. Install Bloretention Filter in NE corner of property. __.�,�� " I., " , , ''. - �"ii, -x,-9-!%- '111p - , " ", , , "" - � - �, � !�11111 i ,�Illil'Illll�l� ... ....""�_ - ----- - � ", , , - , See Detail Sht. -:- --� _-7710-x 1111 I I ",i"i,�,,���,���',',.',,���'k""�,-,��'r", ,f - , �U ,`,',Z'� 0'�"-,�,-,-,',t,t: ,,, , , " , `�,��, ',� , �z4-z-.--�k���il,�-rq"z�",--,� p , _,� �_Z_ !�,�Kl, � 06 �R , ,i FRI;i��,;T" _,;�7��,',�4,-� :��, -�7"",-,�.""."��--,�',!!���-,�,,,,�,,��,',,�,,,,�!-",���,,,r���,,,,-,,�,,�-'�z-,'�',,�)'��§���,,� L��"-`_- '- Limitsof Grading I � � ,,, , 1-11 2� � 111111111�01111'01 PI'"_N__,_W_.9.9 �M§14111?mp �-��� � i.- ,,,,,,��_ ��'. , "', - - -.:: ,�, - �t� -,�,�'�--,�i,,�--""-��,':-"-'-'�-1,�� - --:�, " ", ,� � � � � � � 77*- 0 ,� _,�_r4,, - ,1� , -t ,,�,,� . , Q.- , ri " NRI� , , - ;0� - 'i, �.,u , " " 4 " �, _ - �,ii ,,, - --�-� � "l , , , " , , _ ,, ,R - g,� �i, t, FM ..M , �,, � � , .., _,, �,,7 J � 411 � �� .IN7, MAW11-11117,��- r --'a �A� PRI,Wllll,�i,-ki. ," I _ Z - � 41116 lft� I 6�12_ "%� � "***� I T.M. 60 - Par. 45 A(1) 0 Old Ivy Limited Partnership � Residential Use � . � P____ __ ii, P15 Erosion And Sediment Control Plan I I � I 1 "=20.00' I . I I 1 15 1 14 1 13 - "%--... WAW0M� __ - - mmm -Mwwm�, .M...,. I - � __ .000*0 00--00 000000" . . I I I I 0 20 40 6-0 Contour Interval = 1' I . i i i : . i I : i ! i . � 11-1-1 - - - _ - -- ---- _ � 1111111111110-- -,- -, _.- ____ ____0111111111111111111111 Site Plan Data taken from Physical Surveys as prepared i I by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning -1-1-i -- ---- --------- _ !!!1 , ____._____ _______________ ____ __ Z I I I i i I i i i : : I I I I � I Charlottesville, Virginia I � I . dated February 22, 1983 and November 12, 1997 1, , I 1j. S. I I � - L"' , � I I � � \ \ . ,V4, it , , � � , t. " I— - 1 ,I$ 1 , , , , � ", , \ � , �, I ,r:��, , - ;�, � _, � I � � , I � I 11 1� I I �� , - - \ � � ,,, - � I� I H -,\\ 1, � , --"-, I __ .1 ___��,��', � �", _�, , V __.. �`�11, , If4 4 . I , I �� , Ilk � , I Is � 00--00 moo, � 00 .00--00- \ \ 40 \ \ , \ T.M. 60 � \ I \ I Sec. 60 132 � \ University Village Condos I \ \ Residential Use \ I � . � I . � . - I . T.M. 60 1 �,L* Par. 60 1131 0 4 Huntington Village 0 1 ResidentiaP Use Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel. 804*293-6959 r3 W:�111111111111111111111111111111111111 - ro sionall Seal P __ - I __ PETER LYDON C k #1737 . Signature a %__�1C:H.,1,TV1` -X Do Not Use For Construction 71ass Professional Seal Present il - I Owner Richard L. Nunley Caroline B. Nunley Suite 16 31 0 Avon Street , Charlottesville Virginia 22902 � The undersigned, authorized by the owner, has reviewed and approved this drawing in accordance with the agreement between the Owner & the Architect: � Signature Date . Project I charlottesvifle, virghiia Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C utomat c pr n er ystem: es Area: See plan Maximum Height: 66-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 7OMPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's � ---------------- Approval ----------- � .... , : : ! f i : ; : : t : : ; I : : : Approval ; : : i : : Stamp t : : : : ! : ! : ; : ; ; : i F..__ .... � --- __ ...... � ---------------- � ----- � ------ : Building Permit Number __ "I _k, / N `%, _�, __01" I I I/ . / --- � - / I - / I , I Old Ivy Rd. / tj A- I / - . / JGG � / I / . I I / I / 0 i 6�12_ "%� � "***� I T.M. 60 - Par. 45 A(1) 0 Old Ivy Limited Partnership � Residential Use � . � P____ __ ii, P15 Erosion And Sediment Control Plan I I � I 1 "=20.00' I . I I 1 15 1 14 1 13 - "%--... WAW0M� __ - - mmm -Mwwm�, .M...,. I - � __ .000*0 00--00 000000" . . I I I I 0 20 40 6-0 Contour Interval = 1' I . i i i : . i I : i ! i . � 11-1-1 - - - _ - -- ---- _ � 1111111111110-- -,- -, _.- ____ ____0111111111111111111111 Site Plan Data taken from Physical Surveys as prepared i I by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning -1-1-i -- ---- --------- _ !!!1 , ____._____ _______________ ____ __ Z I I I i i I i i i : : I I I I � I Charlottesville, Virginia I � I . dated February 22, 1983 and November 12, 1997 1, , I 1j. S. I I � - L"' , � I I � � \ \ . ,V4, it , , � � , t. " I— - 1 ,I$ 1 , , , , � ", , \ � , �, I ,r:��, , - ;�, � _, � I � � , I � I 11 1� I I �� , - - \ � � ,,, - � I� I H -,\\ 1, � , --"-, I __ .1 ___��,��', � �", _�, , V __.. �`�11, , If4 4 . I , I �� , Ilk � , I Is � 00--00 moo, � 00 .00--00- \ \ 40 \ \ , \ T.M. 60 � \ I \ I Sec. 60 132 � \ University Village Condos I \ \ Residential Use \ I � . � I . � . - I . T.M. 60 1 �,L* Par. 60 1131 0 4 Huntington Village 0 1 ResidentiaP Use Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel. 804*293-6959 r3 W:�111111111111111111111111111111111111 - ro sionall Seal P __ - I __ PETER LYDON C k #1737 . Signature a %__�1C:H.,1,TV1` -X Do Not Use For Construction 71ass Professional Seal Present il - I Owner Richard L. Nunley Caroline B. Nunley Suite 16 31 0 Avon Street , Charlottesville Virginia 22902 � The undersigned, authorized by the owner, has reviewed and approved this drawing in accordance with the agreement between the Owner & the Architect: � Signature Date . Project I charlottesvifle, virghiia Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C utomat c pr n er ystem: es Area: See plan Maximum Height: 66-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 7OMPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's � ---------------- Approval ----------- � .... , : : ! f i : ; : : t : : ; I : : : Approval ; : : i : : Stamp t : : : : ! : ! : ; : ; ; : i F..__ .... � --- __ ...... � ---------------- � ----- � ------ : Building Permit Number __ "I _k, ,vi init ',a .�,�_, '�� I 11ili a - .6%. __ , ,712g�, " `%, _�, __01" I .- \\ Z, --- � , - __ 1, _ I r, //-y I - 114�O I , I Old Ivy Rd. / tj A- � Q 1171 ,-- , , I I I+- 1 7 _/f,__.4_ , V\ - , , I - JGG 9/1/98 ,�� �,, I , �<- JGG 1 10/1/98 Final Comments from AlbCo JGG W ACSA Comments / fl I , I 11 I&I I'll ........ Z, . i D Date Description Mark 1/26/98 Preliminary Submission JGG 2/23/98 Revisions Per County Comments JGG 3/13/98 ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo JGG 9/1/98 inal Revisions for AlbCo JGG 1 10/1/98 Final Comments from AlbCo JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG uluga-111,1111- Rit.Riev I 1 /I I /.QA n! USE OF THIS DRAWING M DO NOT SCALE DRAWING, The Contractor shall take field measurements and verify field conditions and shall caret such field measurements and conditions and other infor== to the Contract., with lh, =D pot ogri, . ,i." recto, a 'Cc I ocum , a 3 b=r0mm activities; Cont hall 1, stud .d .th Documents with each other and with information furnished by the Owner and shall at once report to the Architect enrors, inconsistencies or omissions disc Ithe nl,�,cl,,rp=,.,san,ywnstructionactivly - knowing I lnyo=Vjaoogm�:d error, in T .no or omission in the Contract Documents without such notice to the Architect, the Contractor shall ass= appr rtta,r nsibility. for such performance and shall an ropnat:% = bear f he attributable cost. The intent of the Contract Documents is to include all Items nece for raot:n r execution :�Icc.om_ of,tho Work by the Cpnt , he 'he =�tel) it. ,1=. , . Cont, ocume not what is rjured by one shall be as binding as if required by all; performance by t e Contractor a hat I be req ui red o n ly to the a x1enticofnsit.�le n.1 gl.l.tbl: ,,C,.nt.cl Documents and reasonably Infers 1. r. th . . necessaz to produce the intended results. In case of conflicting re�wu!remerrs, I e more stringent and/or costly requirement shall apply ithout change to Contract Sum or Time. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in =the Work among Subcontractors or in establishing the extent of be performed by any trade. Informa ion shown on this sheet does not authorize changes to Contract h" Sum or Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents, Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processe"'fechniques of construction, quantities, the coordination of his work with all other trades arid Subcontractors, and the satisfactory performance of his work. F - G - COPYRIGHT NOTICE This drawing copyright 01998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Umited Reproduction or Use Rights Granted to: I - ___ . . - . H .14 1 i - K - L - M - N - , 0 - P I- I . I � . . I . I I I I . I I %0OHIRM M* kv I EM14E 13 I a ---- I 12 1 1 1 1 10 1 9 A 8 I 1 7 1 6 1 1 5 1 4 1 3 1 2 . 1 i - K - L - M - N - , 0 - P I- .v Line Swale to Bioretention Filter with Soli Stabilization Fabric, EC -3. A VDOT CG -2 (Beyond) Note: Taper Curb to Biofilter Inlet At 2 (H) to 1 (V) slope New Pavement - - ---� 81 x 18"W x 12"D -- Seed Mulch With Tall Fescue Variety KY -31 @ 108 lbs,/acre rate - - — \ Class A2 Rip Rap ` or Equiv. Filled Trench 1.50' B � D.I. - 1 Line of Grade Beyond �„'' � � I _ f J r f f p� f l J J r �.,'.'�'; :•:: f f f r{ r — I _ X J •J ffr Jrf J r f i� r I{ r l J I •� w i � kfkXhrklkr,•Jhf, krkJhfkrL {•ryJkF`yJ�fhrhf kJkr � ,.�4fk �k{,1{� f• ---------_ ------- � -- �--..-.-_-- -- _ .�.', "`'•{`" '''�"`'�'`�"{• r f X J J J f f f f f f f J J r f J f f r J f f{ {ffr , f f f J J ,� -°� - —.-- '_]'._'frf f'd`r''r�.7_�_i.."f'._:F'fT.�r'_�--`r+-;`'T'r'_;,' ;•-.'r£'rT"Fi �'T'rT.'T'�„_:'.I-7_i'-"-�-T:_"rr.;r.`J-i`.�.-?`•; •, •, ', >ti +. +. k +. *. +. k k •, +� ••. •, ', •, +. k +. +. k +. k k +. t ,. +. t +. k k ' rrJrrr!`.}Jrff%rf{rir'rfrJ�f'fJ/f{,%r''f'+fJJfrrr/f'r.''/rff'`f fJ,%!'Jrr%f+rJfJ•�,{,,r%X+.f4f+.J�f',fk+.f••.r+.J+.r',r%J',f',r+•r•1f•,fxf`•{{'•fkf°'.f,{�J`•fk{kf°+r'+{,�f`•J• fCr'rJfff°rl•,f,,rk"krkJkrkf,,fk:JkftJ+,J••.rkrkJ�.Jkrkf',f�.f+�fkJkJkfkrkJ'•.r�.{�fkrkfkf,r J f �`J+•f�'r',r+f�`raf%J�'r�'r+{�'r�`{'`f'f`f�'f�'{�'J'J�'f�•f•�J'J�'f�'r C r /{/ �• ,r �r f f/ f .r r f ,r ,/ Jr Jr J�' fr {�' fr /' Jr f✓ rr f fr rf fr f f .� J J f f J J J J r J r f f J f f f f f f f J f f J J f f J J f F' . . . . . . . k ', . ' r ffJJ'r� JJf ff /r'l �frffrfrJ{%{f{J{ r �r fk r r r�r r Tr1a�o�I'Ft�.. �68fEit@�itfOii{Affafkfkr Jar rfrr'"frfrJrJrfrffr,'frr' Jrfrr�y'ff /rfJJJr�!{rr�J'{r�i`fr,frr7 f�r�r'r%,�JJ/J�/Jf f rf l+r� ',�f,�JkrrhJkJ, f,�r, rkrkr, r, J, f, r, rkr, r�J�rX{xJ, rkr, f, r�fkJkftr�r, f, r4.f, r' �_ I rJr r}%frf rr ff fr rr ff rr rr rl fr r''f'+%riff fr%%rr rff ff__rf,,�,.•r-..,�,rfx'•yd'Nx.yfr-4y J:'r"4.1-fJJ�-�-f/r-k,,J,f{-�tte,ffr �s�•f'r+ko.f�f,��JJ'k'_•,jfJ'th,rrfk•yffr ,c+y Jff'+c1ffr' k+s,-{rrk•,.,,f{{-h,,q Jf{kk-fff�XM,ffJ ''',rf_fk,,Jr +kk._rf�k rf kk Jf k4 rr ''rf �k ff�', J{ kk JJ %d k{ ,y T', t.l'y',�{'s r',�.,J.,•r''.f, { f r J' {rl f F r fJf fr I f f r'{{r rf rJ .+J rj {r Jr.fe'.rJ,j ff Jr �Jtfk<{kfy f�J�J�l Jkf kfkfkr�f�r�rkfkrkrkfk Jq•Jhr�f�f kfkrkfkfkfkfyJ�f kr% /r% % r',J`.r,•r4r'•. J' .___--_._ __-._ ___{-..r_...,t_.L-<_}...s�J---t-}-'r--'t--'--f-"}--t-.r ;'t,.'a- '.'[-:'t^,•'_':^:-.'d_"'t...'.t':-'1_}•-'f'}`.}`}.-.{-`[•-'Ln f f +{ J f f J r f f J J f f{ f f{ J r{ f f f f J F r f f f f{ J f - { •f f { f J f f +{ { f f J J f J J J r f f J J f f J J r J r J r J f f J f •{ J f r J J'r� f ••••••T'-"'"`'' f r f r'7'f-J'--f--1;f J1J r•yf1 ---- J J{ f J J f Jrf J f J J r �f J r f•�J J r f J f f f J r f r J f{ -_�— •., it .°/�Jir ••J �f • J J f r J f f f J r J J r f J J f ,, ,, ,, ,, ',, ,, , , k •, s, +; ,, , k ', ', t �. k ti 4 ', ', ', ', k k 's ', +'. % % J,, ® I •v ,,; �x r,L ,,, l� ,,, ',,�',, r., f,, '•, , '., 'y r,y'.,�',L ,.,�',,� l,, ,,, r,k l.•, r,, r.,�' •., jay,'.,, r.,, +y. +.,. +•,,. •� •� r•,, 'y •v ,, y, r+, 's r'M, k '4 ', r4 r4 r , rh, r'•. r 4 k r'�. r'. 'tr',' ,, 5. N D --------- 6" HDPE Perforated Pipe Under Drain ' l '- NOTE: Crushed Stone Surrounding Under Drain Shall Be Wrapped In Filter Fabric. I I � Z I Stormwater Piping ----- I rl 1111111111111_ml F - F15 BMP: Bioretention Filter Partial Cross -Section NS Ref: Center for Watershed Protection G �'.1 1 2 -1902:r. .E1t1P( F11 Block & Gravel Curb Inlet Sediment Filter F8 Temporary Sediment Trap NS Va. DSWC Plate 3.07-8 NS Va. DSWC Plate 3.13-2 1 p 0) T P P15 Waterline Section 1" = 10.00' NOTE: Vertical Scale Exagerated: 1" = 2' Is 14 Cfl 3.13 R"LE� ORIGINAL GROUND ELEV. RIPRAP F5 1 CG2 &Paving Section I e: ` -Q,7 0!4p $e l� � ��� - Y ,x • PavingSection Stucco Finish Reinforced C.M.U. Retaining Wall Schedule frf rJJ.Jr, fJrf{ff •, •, ,. , ,, , ,, •, Jrfff + r r,WJ f f J J f f -. ... #57 Crushechl, f ,,B�, NOTE: Where difference in grade on either side of wall is in excess of 3'-0", prove e 10'-0" Max, k + nHu nBn .,T„ Plan Detail @ Post 6 1/2 x 6 1/2 x 1 1/2" "F" Bars <_ V-4" 2'-4" 9" -- Cap Block #3 @ 27" ,,J,•f 1• i•'f kf krk{ ,, •. ,k{�,kf�rkfh - 2" PVC Weep( 114'J J f r r J r {r 77 -------------------------- -- - = ----- - — --------_ 2 x 6 Treated rsv � n 4'_0" 2'-9" 9" Top Cap #3 @ 27" SHEERAN @ 24" O.C. '4rf%, %,%/r %4'-8" % k "F" Reinforcing T Signature 3'-4" 10" #5 @ 32" ozt0 f r r'• 5'4" 31-8" 10" #4 @ 16" #4 @ 30" r f' f f f f f{ % f - _ 6-0" 4'-2" 12" 1 #6 @ 24" 1 #4 @ 25" f f r� f f f { J J c Y 1x6 P. Treated Boards \ Spaced 1/2Apart " p p a 1 \ c Ln W/� � Cn N i h 02 x 4 Treated Bottom Rail M Finish Grade y " ! T f €S "} §.S kS ?..y '�, SI t S a: (y. K` '+. `• } Z`�. { ^'r"RIM PIT. WM am VM NN sm Emil 11 0M§M11ffWM WAR ffim WM mm on awsm c wm mm NMI ME Im ow Im ow MW KIM no sm Ima 11M ow am RM AM No ow ow 0111111 Im WM NMI ON no so on =11111 "M mamm an alitil WA am am MM MW Em I= me a= &RM ffim MMI am M " RM ow am om am k am OW am MW MIN am mm an on ON 11 9 no F5 1 CG2 &Paving Section I e: ` -Q,7 0!4p $e l� � ��� - Y ,x • PavingSection Stucco Finish Reinforced C.M.U. Retaining Wall Schedule M...ft VA 60 70 80 90 100 110 120 130 140 150 160 170 180 190 P7 Junction 14: Modified VDOT 1/2" = 1.00' 13 12 ii 10 9 8 7 s 1 1 - ERAN frf rJJ.Jr, fJrf{ff •, •, ,. , ,, , ,, •, Jrfff + r r,WJ f f J J f f -. ... #57 Crushechl, f ,,B�, NOTE: Where difference in grade on either side of wall is in excess of 3'-0", prove e "V" Reinforcing g Grouted Solid k + nHu nBn .,T„ "V' ars "F" Bars <_ V-4" 2'-4" 9" #3 @ 32" #3 @ 27" ,,J,•f 1• i•'f kf krk{ ,, •. ,k{�,kf�rkfh - 2" PVC Weep( 114'J J f r r J r {r _ rsv � n 4'_0" 2'-9" 9" #4 @ 32" #3 @ 27" SHEERAN @ 24" O.C. '4rf%, %,%/r %4'-8" % k "F" Reinforcing T Signature 3'-4" 10" #5 @ 32" #3 @ 27" f r r'• 5'4" 31-8" 10" #4 @ 16" #4 @ 30" r f' f f f f f{ % f - _ 6-0" 4'-2" 12" 1 #6 @ 24" 1 #4 @ 25" f f r� f f f { J J M...ft VA 60 70 80 90 100 110 120 130 140 150 160 170 180 190 P7 Junction 14: Modified VDOT 1/2" = 1.00' 13 12 ii 10 9 8 7 s 1 1 - ERAN f' , f'f'f'J 4`t, NOTE: Where difference in grade on either side of wall is in excess of 3'-0", prove e A k + , J J f J f f f f r{ J J f f f f f f f f J John W. Greene, P.E. p=.. s, Old Ivy Rd. f O';°r +`frf` kf 'f kf'yfhf f''{t f�ftfkfyfk hJkJ kf f''f`•f`f` guardrails complying with BOCA Section 1021.0. B T D 293.6 9 NOTE: Concrete shall be 3000psi, grout 4000psi. ,,J,•f 1• i•'f kf krk{ ,, •. ,k{�,kf�rkfh - Professional Seal +�{ry'fk{''fkf k{'fy{: fkfhf4f ftf rsv � n PETER LYDON SHEERAN #1737 T Signature +{ �i f f f f f f f f ;• •:' f f f f f l f f f f f f f f - % - + f11�� l f f f f f f f ': •.' J f r J J J r f f r J r f r 00 Unless Professional Seal Present K5 Retaining Wall 1/2" = 1.00' r M...ft VA 60 70 80 90 100 110 120 130 140 150 160 170 180 190 P7 Junction 14: Modified VDOT 1/2" = 1.00' 13 12 ii 10 9 8 7 s 1 1 - ERAN L ARCHITECTS Interio is 1 East High Street Charlottesville, e1 Telephone: i, 979 1 804- 979- 1 A Consultant John W. Greene, P.E. p=.. s, Old Ivy Rd. f O';°r 20 Canterbury Road Jh �, Chaj1pttesville, Virginia 22903 B T D 293.6 9 Professional Seal rsv � n PETER LYDON SHEERAN #1737 T Signature CHIT Do Not Use For Construction Unless Professional Seal Present Owner Richard L. Nunle a d Y Caroline. B. Nunley Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing in accordance with the agreement between the Owner & the Architect: Signature Date Project , 2350 Old Ivy Rma P Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan Maximum Height: 65'-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's ..Approval ................ Approval Stamp Building Permit Number n USE OF THIS DRAWING DO NOT SCALE DRAWING. The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information knovm to the Contractor with the Contract Documents before cornmencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with information furnished by the Ovmer and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are wmplementary, and what is required by cite shall be as binding as if required by all; performance by the Caniractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the if results. In rase of conflicting requirements, the more stringent and/or costly requirement shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and anicles, and arrangement of Drawings shall rwt control the Contractor in divldln9 the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a $ eparate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the sHe, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, COPYRIGHT NOTICE This drawing copyright ©1998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing Unauthorized reproduction or use of this drawing Is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. -- Signature Date Limited Reproduction or Use Rights Granted to: 0 E V F G K L ;Vicinity Maps 25p p=.. s, Old Ivy Rd. f O';°r Jh �, r\ ` Site16. rsv � n n USE OF THIS DRAWING DO NOT SCALE DRAWING. The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information knovm to the Contractor with the Contract Documents before cornmencing activities; Contractor shall carefully study and compare the Contact Documents with each other and with information furnished by the Ovmer and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are wmplementary, and what is required by cite shall be as binding as if required by all; performance by the Caniractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the if results. In rase of conflicting requirements, the more stringent and/or costly requirement shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and anicles, and arrangement of Drawings shall rwt control the Contractor in divldln9 the Work among Subcontractors or In establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a $ eparate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the sHe, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, COPYRIGHT NOTICE This drawing copyright ©1998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing Unauthorized reproduction or use of this drawing Is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. -- Signature Date Limited Reproduction or Use Rights Granted to: 0 E V F G K L A B C -1 Standard VDOT CG -6 1-1/2" SM -2A 2-1/2" BM -2 12 1141 26.00' Existing Pavement & Base Existing Route 601 q - ,f l,r ,r ,: fr frrr{r ff rr f/{r:f / - .-,\ - f - frrr fFr: .ir,;,r: r{`r+r :E,: rr :r:, i. • -fir ' rFf. r' rF: F:.' '1.:::+ ?'?. .?•t{: ?{f /-, F.rfr rrir.: rr✓rr.'' ' :`,::rir.,-;rlog �, ,/- rF ' rr:•!: `:'s�,•,r::fr' %r{{,F/ .,',.rrr. r!`f f �' ':•r r ''rff :: f 'f,:;{:�,rr,,rr..,r,.r , ? f •:f{rr': F:":+`:'`f :':FF r'? ` `'`.rr',{'tr''1''".'•,'•ri',`r%i:-s:"','.r'. {: F.r,,. ,r: f f 10- N cj f / 'i r` f rr f J f f 4 . e' . {. fr f '!` f •! ` r ! t o-`�. y" ,G v 'd F` }J c. F'. tr F F: � / /` 5 >t> { fl:$� J `F f f`r`rrf`r `F iJ J / 4 J� ' �• !i• _ rJ r' F F r { { { rr' f / ` F ,a'J .t r r r'dr J 5 + ,•,F. ••f, F f F f F F F r •R" f ` f f f F f F f f` F ' t f F t` f f` .', f.• . •{` , •r'^f `•{+ r` + F' fr fr {` r { f r` f` r` F r` / rr r 111 f r r / J' '? `r r J f' r { r' / F: F f F : r r : F f' • r f ° r r f` r f+ r' ,r ', : fr f+ ' + f /:+' '`r // f'// // r`r`r'r //r' r `f J`r`r r`r r { / r r`r /r {ff { r ,� /f r /r r r r f ! '/!`r`/ f f`r` r` f r / f C ?` /r /r / r`/ /r { f %' r f r r f' f r f f F f f f f f' F f f F ,.r., F : F / r f f f „F,° F r f rfr rr f r f f+ F F` r`F t r r'F {`f : r'f'{` r F r d r'F r F r ,r r F r .r r F`, / r` r ,r r' f' r • r r {• • r /` ! f F ` f r !' r f r r` r ' r f f` F r` ? { ? r` : • r' . / ' { { F r r` F r /. {' f /f { { F `f r , f'.- / `/ r { r f . ? J '`r F r `d f 'r `{`.F r C {:/ f r r f r { f r F r`r ? f r T ? f f : f F { ? r f f` f /r. 'r {r r`{ ,+ ; `r � , r r r � r • f: ? fr rf rd r` /f' f f f ''f r ?`� r�'r i': ?'rf{`{ r :'i�r`r {`,r F { r /r f ! `rf r`f / r`/. { r {',// r f`r`F /' /. f'{ , //'/'r`/, r{fir' F?r`{'{'{`r`?'`. F r`r'`/'F r`f . f.. 'r': r`/ `r F { /r`r`{`! r /f`r`/r'!` {`r f r`r`//r`//f / /////,2, ! f_ ,f f F` ..}..+. f r f` r f r f? F ,r' :'f :? r f r! : F+ f: r+/• / I r/ + F f r f • f ! f` //'////Z/'/////'////'/ ' F .r' / r r r r ///////,//////////// f '` r` / ?'` : - f /` d/ F r r? ? f• .f , / ,+ f r r r r r r r f//,/// : f:{ r r • f r f .+ .? F f`F r?'F` f F rr f! / F f`F`'✓ r r r f rf/ F r F f F .F`P r' r '{ f r f { r r f{? r f r`f rr r f f f' F r? r`F /`F .* ? rr`f F r r`'r'`! F r f f''r` r'`s�r'` `{ .'•' rr f r''F? ,{'r f r``ff r' r {`f J F r`:r?f { r F f r + r'.•''lr` F{ { i { r f f r f ////// r ? r • •••r 'r / r'' / °{' fr „/ r` f r' Ff ff. d' fF ?'` rr :! r`` ?r f ff {r fr f :r r F. ? f f" r ? ? , { r F' : { + f fr F f ,f F ',,' `f ,F• + } r F _ / r`f? r',�r`? �/r`rrf / /r/. //// /F'i`r`{'/rrr`/�'r`///f`{`,�''r`r`/!r`///r`/? /rfr r`//, {`rF'f /'f fr�'f�`/r`!r`/F'i'f F r`r`Ffr r fff �'{`r''fr r r`r`r F 1. /'{`F rf'F rir`rrf:`f�. J�''r`r''r`r`r`ff�'r. ! r''+'. r`r fit. r{F ? f f`:d`r'`r {`f r rr'F fffr`r'F`r`,/r r�?fr•`f r {`{ F {`r`!f'r`f�` F• fr FF /' rf ,+ ff r f, {: : ,.r r! r ,f { ,F ,F : ,f ; ,F rf f F •, f f r f r+/ r f r f+ f r f - f F`/ F+ r 1 f F F F F F f F F r f f f F d f ' f+ r f: F ,' f + r f '- f ! f F ' F J / : { r {' . r r . !` .r r` . {` , {' , ` {' {` f ' f f' r {` f r` / r'` : { ; { F ` f ,{• {` . ./ F r` , r { ' r F F' • / f f f F rf f •r ' ,f' ' / {' ,/` - °F` f / F , r f' r'` x r` : rrf ./` / , r' f •'' r r' ,+ / ? f ? /` / /` r ? ! 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Pavement and curb installation shall conform to VDOT specifications for standards referenced. 2. Comply with VDOT and Albemarle County Department of Engineering & Public Works requirements for road improvements. Undisturbed Earth or Compacted Backfill. Backfill shall be compacted to 95% maximum density per ASTM D698. H H15 Typical Cross Section - Paving Improvements On Old Ivy Road (Route 601) 1/2" = 1'-0" See Sheet C-3 4K I( L !] DI -4C, L=10 No. 3 JB No.14 _r \ ., ,Vicinity Map, 0I -4C, L=12 No. 8 5 4 S 1.� Top: 575.00' Top: 575.60' Peak Stormwater Level (569.67) .. 0 2 Old Iv � d I Top: 573.00' y 9 Inv.: 566.9' Inv.: 565.58' 4 Inv.: 566.90' r\ C J a w '\It x S e r, F� J � N- @ C "1 J 'lam 585 - - - _ . _._ ----- - -- --- -- - --- - --- - -- - -- - _ _ - _ -- -- -- -- -- -- -- - ---- --- -------7.--7:----.-.----- - --- .- -- - -- ---- _ - __. _ _.. - -- -- -- - -- - ---- - -- --- - -- ---.--585 o.. 11 ..... ..__. 580 __-- ___-_ _- - -. ._.. ..._. __ .. _ _... _ .... __. ,. - . _... .. _. _..... _ _ -__ _ . .. , - -. __._ ____--_.---_ _.- _ ._ _._ -_.- _ __.. _ _ _.. .._ _ ,.._ ____ ._ .. _.. ._.. .. _.-. .-. -_. ._.. -- - -. ... _ __ - .-.. ._ _ _. _... _.- , _.. _ _ ___ - _ - __ - _-_ _�_ ---- .__-. __- ..- - _ - ._ _ -_ . __-_ _._ - _. _. _. ._ _-- ._ ,.. _ _ __ _. .._. __ .- 80 _ --- ___ - __ - .___- -__- - _ _ -___ _-__ -__ _ ___-� _ ___ _ _-___. ____ --.__� -__.- -__- _ _- _ _._- _ ___ -_-_ -___ __ -___ __-___�_- ___ - __ __:. 5 75 - - -------- - IF - - - - - - - - _ 57 5 570: _ t „ M 5 !v .5 -. P' a, t'.- . S . , _. _s r• � m ,:. ,.. .� ,. .. ,;- d r ,. �:,, ,+. n,. ... X 5s5 --1T- r -� - 565 - ' < ,�� 560_-_,-�,-=`-.�: -�__.�__ ..,_._:_._,_: _.:�._':_ . sem,__-:_e,.��a:_ f F __. �___-._. __--__.____._ __. _._.__._._,-_r_...�. __ ____._ _,______ _ _____,__-_ __�_._-.-_._. _�______.-_____________ _ . r___ __--.___ -_____ .__.�^. __�.__ _ ._,_-___._._<_ J ::,:.,:r:.;;:.:r,.>,;,: ::.:. ;::r ,:.: :...:.:::....r;: _ •__.- ____-._ .__ __-�-_r_.__ �____ ____________- _ -.._-r____ ____ - .._ �_. '560 P-- P15 Stormwater Piping Profile . 1. 1"=20.00' I See Sheet C-3 15 14 110.00'60" HDPE L 270.00'60" HDPE FES No.15 JB No.14 JB No.13 JB No.12 MH No.10 MH No,9 Top: 575.60' Peak Stormwater Level (569.67) Top: 577.00' 'fop- MAO' Top: 583.20' Top: 582.00' Inv.: 565.44' Inv.: 565.58' Inv.: 566.30' Inv.: 567.06' Inv.: 574.50' Inv.: 577.00' Inv.: 579.75' 585 - ----- -------- - _- -------------- _ -- --,- --- - --- ---- -- --_-.. -__ -- _ .._ _ . - _, _ _ _ - _._ _ _. _ _. __ - _ - _.. __ . _ ._ _ _ -_. - _ _ - ---- _ _ 5$0 - -- --`-- ----------- --- ---- - ------------- - - ----'------------------------ -- --- -- ---- I _.. _. __ ..__ __ ._ _.___ _ _ __. - ---.. _- - _._ _ _.... - - -._- - - __ .. - _.1.`Z I - - _ - 80 _.. _. _ _ - _- 0 OR,_.._. - - _ . f , ::: t:,::, 5 ._--.._....__ .- ....._.... ___. _. .. f i r.':.::::: .,"-+-«_ :-.<-1 „u-, mow.-r-,i�`�':.Cs'-,.'-/`..C_i. i ' : ' : - . ,,-.-.,--,-,���..-T,=-r' 'r' E.:_'.r_F=:�'I>-.�- _„.rte.-.:-.*'_:; _,e_s ^=.+'-d .. <-,.-. .,._-:..�.x : I'd - r - 7 , _ kit .. - , , .,-:-r ... ...r moi. 55 r .,-s,:.r- ,.>„ 'r r, <. ,-r r. r.., :,. <... _,r s:.,.rr ..,, f,.: .; r.. r'' 'J ,'fr '_/ ':'++. r.,�r. f . f - . f:,- 75 -11 I__: -- -. 4', ._..ra _ _. _ __ }t .: . r :. r. rr t,_n..r.. f, ,, _. _Y 570 ,:: r r .. 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T ..... r. .. .. ..., .. ...... .. ..-. ,.f aY.. ..fr . , r . , . , . , , .. .::, r: r-. ..,. ...<..,. <'. r .. ,- . ,r ,r. tr. .:,. .. r . .. ... .. .... .:_. ..r.. .,'. ., r r - .f..'., e::": - 560 _ _. _ _ -- . _ _ _ �_ _.-_ . _______ -____� �_ �_ �._-__ -._ ___ 560 - . r I � I To Existing Stormwater System North Of 28.00'48" HDPE 139.00'60" HDPE 1141.00'60" HDPE 75.00'24" HDPE 67.00'24" HDPE Site JB No.12 MH No.11 Existing MH Peak Stormwater Level (569.67) Top: 578.40' Top: 578.40' Inv.: 567.06' Inv.: 573.15' Inv,: 574' Inv.: 576.32' 585 -- _ -- -- - - -- - -- - ---- --- -- ----- ---- ---- - - - --- -- - - -- ----1-:.------ - -- - -- 585 ,_ .._ .__ -_. _.._ ... ..- ._. i4l, . . 580 -_ -- -- _ .,_._ = -- _ -. _ -- 580 575 5 Fr1. 7 570 70 Y �� F / :";k �:. , F d F 5 565 F F r r r 565 . -i. l £ f. _ f. r -r 560 - _ .-._ - _ _ 560 - To Existing . Stormwater . I I System North Of To JB No. 13 85.00'18" HDPE 56.00' Extg, 18" RCP Site 13 1 112 11 I10 9 8 7 1 16 5 4 3 2 Consultant ,John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel: 804.293.6959 L A B rof ssi nal Seal 4O E H OP G }'4 C,0 ER LYDON C SHEERAN ##i 737 7 Signature HITO� Do Not Use For Construction Mess Professional Seat Present Owner Richard L. Nunley Caroline B. Nunley Suite 16 310 Avon Street Charlottesville Virginia 22902 The undersigned, authorized by the owner, has reviewed and approved this drawing in accordance with the agreement between the Owner & the Architect: Signature Date Project � IlJ11JL%w a ..-2350 Qld ZiS Road CharlottesviRe, Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: C1/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan - Maximum Height: 65'-0" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's -----...,,_ Approval.,----------_, Approval Stamp ------------------------------- ' ------- . Building Permit Number USE OF THIS DRAWING I DO NOT SCALE DRAWING. The Contractor shall i efte k measurements and verify field and shaft carefully co m Pa r e suchfield measurements and conditions d other information known to the Contractor with the Contract Documents before commencing activNies Contractor shaBraroftilY study and compare re theContact Documents withac e h other and with information furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, "inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear appropnate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; perfo,Znce by the Contractor shall be required only to the axle. consratent with the Contract Documents and reasonablyy inferable from them as being necessary to produce the intended resu8a. In case of conflicting requirements, the more stringent and/or costly requirement shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work withail other trades and Subcontractors, and the satisfactory performance of his work COPYRIGHT NOTICE This drawing copyright 01998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Limited Reproduction or Use Rights Granted to: D E F G H 1 1 J K L M N O P _r \ ., ,Vicinity Map, 5 4 S 1.� .. 0 2 Old Iv � d I 2 s 0 y 9 4 r\ C J a w '\It x S e r, F� J � N- @ C "1 J 'lam tl `43 .. *3 V" ° .. USE OF THIS DRAWING I DO NOT SCALE DRAWING. The Contractor shall i efte k measurements and verify field and shaft carefully co m Pa r e suchfield measurements and conditions d other information known to the Contractor with the Contract Documents before commencing activNies Contractor shaBraroftilY study and compare re theContact Documents withac e h other and with information furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, "inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear appropnate amount of the attributable cost. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; perfo,Znce by the Contractor shall be required only to the axle. consratent with the Contract Documents and reasonablyy inferable from them as being necessary to produce the intended resu8a. In case of conflicting requirements, the more stringent and/or costly requirement shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Sum or Time unless stated in a separate letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work withail other trades and Subcontractors, and the satisfactory performance of his work COPYRIGHT NOTICE This drawing copyright 01998 by Sheeran Architects. The Architect retains all common law, statutory and other reserved rights, in addition to the copyright on this drawing. Unauthorized reproduction or use of this drawing is prohibited. Consent for limited reproduction or use by others shall be evidenced by signature of Sheeran Architects' personnel below. Consent for limited reproduction or use restricted to entity named below. Signature Date Limited Reproduction or Use Rights Granted to: D E F G H 1 1 J K L M N O P