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HomeMy WebLinkAboutSDP200000093 Plan - Approved Minor Amendment 2001-05-10C D F G 0 0 I� INEW-T IBJ 15 , 14 , 13 12 ' 11 1 10 1 9 V U.eV ! 7 1 _ 5 1 5 1 . 4 Charlottesville, Virgini • iiior t October 1, 2000 15 1 14 13 12 11 10 9 9 7 6 5 4 Department or Agency Approvals: lanning & Comty Development T i ry � k ��\ Si nature Date 2. En ineering & Public Warks IN � � Signature Date 3. Zoning q, sru4ml- i0� 1 Signature Date 4. Inspections 6 Signature Date b. Fire Department N \ '� Signature Date 6. Virginia Dept. of Transpotation Signature Date 7. Health Department N\� Signature Date 8. Albemarle County Service Authority n' \� Signature Date Agency Approvals IF M111111111 I 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 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. Ali 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 11111. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction industry (29 CFR Fart 1926). K3 General dotes NS General Notes — Albemarle County Engineering Department N3 � Vicinity Map 1"=2000' escrip Ion e.�� 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 Pian C-8 Details C-9 Stormwater Profiles, Road X -Section Final ACSA Comments JGG P3 Drawing Index JGG 10/1/00 Ns �- le ame: site 3 2 L A Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 B Tel: 804.2936959 (Original Site Plan) C 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 11 Signature E Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel Miller Tax Map: 60 Parcel Number: 47 Deed Book: 741, Pg. 538 Zoning: CII/EC Building Code Use Group: B Type of Construction: 2C Automatic Sprinkler System: Yes Area: See plan Maximum Height: 65'-o" Occupant Load: 50 Floor Live Load: 100 PSF Roof Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MPH kNhnd Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Approval Stamp ity �® B Old Ivy d. s Date escrip Ion e.�� ar 3/13/98 ARB Submission for COA JGG 7110/98 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 1115/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG 115100 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions JGG le ame: site M USE OF THIS DRAWING DO NOT SCAM DRAWING. The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contracto with the Contract Documents before commencing activities; Contractor shall carefully sludy and compare the Contact Documents with each other and wi information fumished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If tha Contractor performs any construction activity knowing it involves a recognized error, inconsistent or omission in the Contract Documents without such notice to the Architect, the Contractorshall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attributable cosL The intent of the Contract Documents is to include all items necessary for th proper execution and completion of the Work by the Contractor. The Contra 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 roaconabiyy inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more strngent and/or costly requirem shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sectione and articles, and arrangement of Drawings shall not control the Contractor in dividing the Well among Subcontractors or in establishing the extent of Wort to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Su 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 imensions, which shall be confirmed and correlated at the site, fabrication processes, techniques of construction, quantifies, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright ®2000 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 e� G H i K res L M e - N v- e - P r A �r 15 ( 14 13 1 12 i 11 j 10 1 9 7 S I 7 Legend DO I:l II 11 til 0 11 N Z P P15 Demolition 1"=20.00' 15 WESTBOUND LANE RT. 25OW(.r Edge of Pavement Note; Outfall from stormwater pipe flows east, parallel to Kesiaenvai use LO 0 ,� 0 100 Contour Interval = 1' Y�N�l , Site Plan Data taken from Physical Surveys as prepared by B. Aubrey Huffman and Associates, Ltd., Civil Enginering and Planning _j- Charlottesville, Virginia dated February 22, 1983 and November 12, 1997 Existing Trees To Be Saved - Provide Protection And Limit 0 8 West nership 01 all Use )emolition dotes Contact Miss Utility and have all underground utilities marked prior to commencement of any earing or demolition operations. Contact Virginia Power and Telephone company to coordinate relocation of power and telecom ies. Easement agreement for overhead power line crossing site obligates electric power company to locate line at company's expense (See D.B. 743, pg 180). Comply with requirements of Erosion and Sediment Control Plan (Sheet C-7) and Erosion and adiment Control narrative. All debris and material resulting from demolition of structures and buildings shall be disposed off-site at an approved waste disposal facility. muntington viiiage Residential Use & Abandoned Easements Site Plan 14 13 12 11 10 9 8 7 c d Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel. 004.293*6959 (Original Site Plan) 0 A Owner Richard L. Nunley Caroline S. Nunley 1 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 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 pian 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 !mpvaiance Faactor (1): 1.0 Wind Exposure: Exposure B Building Off/ Approve ...................................... Approval Stamp Building Permit Number inity Map?"`, i— old Ivy d. F C IN 1 i K 11 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 known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wit information fumished by the Owner and shall at once report to the Architect errors, inconsistenues or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistent or emission 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 th proper execution and completion of the Work by the Contractor. The Contra Doctm anis are tom elementary, and what is required by one shall be es binding as if required by all; perform ante by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonablyy inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent and/or costly requireme 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 Con tractor in dividing the Wo 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 Su or Time unless stated in a separate letter or Change Order. Information shown is aubjec4 to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be carifirmed and correlated at the site, fabricafien processes, techniques of construcfion, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIC14T NOTICE This drawing copyright 02000 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 r Professional Seal � A Hof V U� >�E LYDON AN a ure Cao Not Use For Construction Unless Professional Seal Present 0 A Owner Richard L. Nunley Caroline S. Nunley 1 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 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 pian 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 !mpvaiance Faactor (1): 1.0 Wind Exposure: Exposure B Building Off/ Approve ...................................... Approval Stamp Building Permit Number inity Map?"`, i— old Ivy d. F C IN 1 i K 11 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 known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wit information fumished by the Owner and shall at once report to the Architect errors, inconsistenues or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistent or emission 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 th proper execution and completion of the Work by the Contractor. The Contra Doctm anis are tom elementary, and what is required by one shall be es binding as if required by all; perform ante by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonablyy inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent and/or costly requireme 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 Con tractor in dividing the Wo 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 Su or Time unless stated in a separate letter or Change Order. Information shown is aubjec4 to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be carifirmed and correlated at the site, fabricafien processes, techniques of construcfion, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIC14T NOTICE This drawing copyright 02000 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 r 15 i 14 1 13 1 12 , 11 , 10 - S A C WESTBOUND LANE RT. 250Wtlir Edge of Pavement 1 1 Dfl M 0 0 Sian Schedule Mark escr p on an Wo -de o. �... % Old Ivy d. ACCOSS11316 Parking BEST Manu Q / S2 Van Accessible Parking BEST Manut SS57 S3 No Parking - Loading Zone BEST Manut SS10 S4 Stop Sign BEST Manut SS65 S5 Directional Sign Custom S6 Monument Sin lCustom N Remove Existing Curb Tie New Curb Into Existi il u Residential Use P P15 Geometric Layout 1"=20.00' 15 14 13 12 11 1 10 nc nnr ne nn' 412 M. 9d M' iR nn' r.7' 9 ni' 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 9 s 7 S 1 General Notes 1. Datum is USGS. 2. Source of topography: Field survey drawing by B. Aubrey Huffman & Associates dated 2/22/83. i 3. Source of survey: Plat by B. Aubrey Huffman & Associates dated Oct. 30, 1997, entitled " Plat lest Showing Parcel 47 As Shown On Sheet 60 Albemarle County Tax Maps." iership 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 satisfied. I use 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 A.cr6s:4 10. Maximum Square Footage For Commercial Us' 55,920 Gross SF 11. Maximum Number of Employees: 300 employees, _ 12. Maximum Floor Area Ratio and Lot Coverage: Not Applicable. 18:-Maxlmum,k�'c�h}at-:!ill Structr�rv� 65 Fd-� ,� .-- f 14. Schedule of Parking. Total Gross Square Footage of Buildings: 55,920SF. 80% of Gross Square Footage = Net Square Footage: 44,736SF. ?' No. of Spaces Required At 1 per 20ONet SF: 224. %i No. of Spaces Provided: 234. Total Gross Square Footage of Office Use: 55,920SF t Gross Square Footage Minus 1st 8,OOOSF: 47,920SF No. of Loading Spaces Required At 1 Per 8,OOOSF: 6. No. of Loading Spaces Provided: 6. f S.,pas R"" FT K r.. 'N6.-0 A�ress_le'ces`or,vlded:ai�.' ».. L ?' 15. Maximum Amount of Impervious Cover on the Site: Total Building Footprint: 24,111 SF`s,,.. Total Parking Lot & Travelway Paving: 87,245SF Total Sidewalks: 10,009SF Total Impervious Area: 121,365SF (80% of Total Acreage) 16. Maximum Amount of Pave,., Parking and Vehicular Circulation Area: 87,245SF (58% of TPAI tllcreage) 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 or 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: Ail On Site RQ4 and FatkingAreas to Be Paved With 6 Inches #21A Stone And 2" SM2A itur`Nigoo' -Povi 6 -OIC Ivy Road WideniAg Sv3all Be Paved With 7" #21A Stone Base, 2 1/2" BM -2 i, 'end 1-i/2" SM2A Bitu" inous Paving. 25. Tentative Schedule for Phasing of Project: Phase 1: January 1999 Phase 2: June 2000 - Pho:se 3: Novembe.*>,2 J-9 26. All sanitary saddlle'conrfections 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 sidewalks and walkways shall be 4" min. 3000psi air entrained concrete. Provide an lent Into approved tactile warning surface at all accessible curb ramps. lent 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" 457 crushed stone base. Huntington Village Residential Use r Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel; 804.2936959 (Original Site Plan) L 0 B C Richard L. Nunley Caroline 0. 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 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 F H I i 0 ® USE OF THIS DRAWING DO NOT SCALE DRAWING. The Contractor shall fake field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other inforrnalon known to the Contracto with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wt 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, inconsisten or omission in the Contract Documents without such nodes to the Architect, the Contrectcr shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the atMbutable cost The intent of the Contract Documents is to include all items necessary for th proper exacufion and completion of the Work by the Contractor. The Contra Documents aro 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, n case of conflicting requirements, the more stringent and/or costly requiramei 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 We among Sub-irtractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Su or Time unless stated in a separate letter or Change Order. Information shown m subject to the requirements of the Contract Documents. Contractor is responsible for dmensions, which shall be confirmed and correlated et the site, fabrication processes, techniques of constructor, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright ®2000 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 entdy named below. Signature Date Limited Reproduction or Use Rights Granted to: V 0 r vicinity Map J ' a5s" q q N00,< yy ?g �... % Old Ivy d. Q / µ Site ✓�, 4 ` F H I i 0 ® USE OF THIS DRAWING DO NOT SCALE DRAWING. The Contractor shall fake field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other inforrnalon known to the Contracto with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wt 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, inconsisten or omission in the Contract Documents without such nodes to the Architect, the Contrectcr shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the atMbutable cost The intent of the Contract Documents is to include all items necessary for th proper exacufion and completion of the Work by the Contractor. The Contra Documents aro 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, n case of conflicting requirements, the more stringent and/or costly requiramei 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 We among Sub-irtractors or in establishing the extent of Work to be performed by any trade. Information shown on this sheet does not authorize changes to Contract Su or Time unless stated in a separate letter or Change Order. Information shown m subject to the requirements of the Contract Documents. Contractor is responsible for dmensions, which shall be confirmed and correlated et the site, fabrication processes, techniques of constructor, quantities, the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright ®2000 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 entdy named below. Signature Date Limited Reproduction or Use Rights Granted to: V 0 r A MENE C 15 14 113 12 1 11 10 9 5 -1 6 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. 1 4 Drainaae Structures Schedule No. Type (VDOT) Top- Ue- v. (Decimal Feet) Inv. Elev. (Decimal Feet) A (Acres) C Runoff Coelf. 110 (inches/Hour) (CFS) 1 DI -1 (BMP) 579.00' 574.50' 0.48 0.85 7.1 2.9 2 N/A - - - - - - 3 Dl -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 - - - - - - 8 DI -4C, L=12' 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' c .44 16 DI -4C, L=4' 75.70' 571'.7� 0.14 9 7.1 0.9 _J -A'Actu�p.AN 76.16,,be p -0,1y F" MR PES of Std S-1 (Han "J "A mwater Noe Schedule 1� 0 i 1� L NOW] N P P 1 5 1"=20.00' Residential Use 0 20 40 60 80 100 Contour Interval = 1' J I I 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 /To Length (Decimal Feet) Diameter (inches) % Slope Capacity (CFS) Remarks o 30 6" 2 Seepage Perforated Drain Pipe 1 34 12" 1 3.57 JGG 12 85 18" 1 10.53 � D 67 24" 4 45.37 Match Existing Elevation 12 75 24" 2 32.08 o6 33 6" 2 Seepage Perforated Drain Pipe 2 207 12" 1 3.57 90 60" 0.56 Storage 3 13 60" 0.77 Storage 1 110 60" 1.2 Storage 270 60" 0.5 Storage 14 275 60" 0.5 Storage 28 -5, -Q 1124 18" 12.32 All., storTe-wat Car p)ping tq I)e wgn �densi ES: stormwater sewer profiles on sheet C-9. lest mership 11 Use ael4b Residential Use y p?ilyetnylene meeting P,,,,A6H I U K-J'J,4 15 1 14 f 13 1 12 f 11 f 10 9 9 1 7 6 5 f 4 3 1 2 I � I Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel 804*293*6959 (Original Site Plan) Owner Richard L. Nunley Caroline 0. 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: ISignature Date I 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 LiateMescription Vicinity P t"W Mark 3/13/98 ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo JGG 9/1/98 Final Revisions for AlbCo ..... . . . . . . 2R. Old Ivy d. JGG 10/12/98 14k JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final AGSA Comments � /15/00 Minor Amend. Initial Submission ti 10/1/00 AlbCo Comments Revisions JGG LiateMescription Mark 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 AGSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final AGSA Comments JGG /15/00 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions JGG File Name: Sits Amen d.010 R USE OF THIS DRAWING 11 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 known to the, Contractor with the Contract Documents before commencing activities; Contractor shall carefully mly study and compare pare the Contact Documents with each other and wi information furnished by the t Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. It the Contractor performs any construction activity knowing it involves a recognized error, inonsistenc or omission in the Contract Documents without such notice to the Architect, the Contractorshall assume appropriate respondoility for such performance and shall bear an appropriate amount of the attributable cost The intent of the Contrast Documents is to include all items necessary for th( proper execution and completion of the Work by the Contractor. The Contrac Documents are complementary, and what is required by one shall be as binding as if 'squired by all performance by the Contractor hall be required only to the extent consistent with the Contract Documents and reasonablyy inferable from them as being necessary to produce the intended results. In case of ocrificting requirements, the more stringent and/or costly requiremej shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shot th not control e Contractor in dividing the Woo 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 Sun orT, ,in a un, ess stated in a separate letter or Change Order, Information shown is to the requirements of the Contract Documents. Contractor is responsibledimensions, which shall be confirmed and,,,,Ial:d at the site, fabrication processes, techniques of construction, quantities, th coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work, COPYRIGHT NOTICE This drawing copyright 02000 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: L - A 13 C D E F K L M N 0 P r B C 15 14 13 12 11 10 8 V a 1 7 1 6 5 4 3 2 WESTBOUND LANE RT. 250W(+ - Edge of Pavement J �.i L M P P15 Utility Plan 1"=20.00' 1s Residential Use -0, � x.10 0 0�, Contour Interval = 1' y Site Plan Data taken from Physical Surveys as prepared l;y by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning _ - Charlottesville, Virginia __ ___.__ f i .___ _ _-_ i _ -- -- i- dated February 22, 1983 and November 12, 1997 N hip 00 lure Schedule Modelo. r m And/Or C AccessoriesLamping ARB Submission for COA (No.)o es Final Submission To AlbCo JGG own ng Arm 0/1/98 e a tilae14-Square Pole- g. kiting Notes: photometrics calculated for single fixture Lightolier Exceline "SAR" Luminaire with halide lamp mounted on a fifteen (15) foot pole with a I.E.S. Type II Distribution. a lines are approximate and actual footcandle measurements may vary from those )stantial Completion, Contractor shall verify that light spillover along property lines Ivy Road and the C&O right-of-way does not exceed .5 footcandles. In the event light excess of .5 footcandles, Contractor shall install light glare shields (such as I_ightolier i0) on offending light fixtures, at no additional cost to Owner. Contractor shall retest to verify that glare shields reduce spillover to less than .5 footcandles. kiting circuits to be controlled by time clock. See building plans for further information. Ig shall be 277voits. rting light fixtures and monument signs shall be fed by underground circuits, lutes: vice to each building shall be 30 4W 208Y/120Vac, 1200A. srvice to each building shall consist of copper twisted pair service entrance cable c cable. Coordinate with phone company on relocation of overhead telecom lines, ,rt A. Mann of Sprint (Tel. 804+971+2181) to coordinate. underground conduit connecting each building, Terminate conduit in a pull box num above ceiling. provide pull strings, ried continuous indentification markers above all underground utility runs, Ay conduits. electric service installation and power line relocation with Virginia power. id sanitary connections shall be installed in accordance with Albemarle County )rity standards and requirements. derground cable TV service to each building. utility entrance points with building plans prior to installation. fire hydrant on Old Ivy Road prior to widening Old Ivy Road. Existing Old Ivy Road lust remain in operation during the course of construction until new hbydrant is operational. i 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 010010' proper Service Authority Officials at the start of the work. 40 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. 6., The Contractor shall be responsible for notifying "Miss Utility" (I X00-552-7001). 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 fire hydrants lines„ service laterals and waterlines, etc. 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 the valve during a future extension of the line. Residential Use 14 13 12 11 10 9 9 7 6 5 4 3 2 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel, 804.2936959 (Original Site Plan) 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: ISignature Date I 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 Root 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 I)RAWING 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 informafion known to the Contracto with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wit form ination furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any cunstrucdon activity knowing it involves a recognized error, inconsisten or omission in the Contract Documents without such notce, to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attrlbufable cos[ The intent of the Contract Documents is to include all items necessary for th proper execution and completion of the Work by the Contractor. The Contra Documents are oomplementary, 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 reasonablyy inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent and/or costly tequirannei shall apply, without change to Contract Sum .,Ti— Organization rTime.Organization of the Spacifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Wo among Subcontractors or in establishing the extent of Work robe pa rformed by any trade. Information shown on this sheet does not authorize changes to Contract Su or Time unless stated in a separate letterror 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 02000 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: L A B C D L IF G H I [A L M N O P r /Vicinity Mapes C /13/98 ARB Submission for COA JGG J7Uale /10/98 Final Submission To AlbCo JGG /1/98 Final Revisions for AlbCo JGG 0/1/98 Old Ivy d. 1._... _.; 10/12/981 ACSA Comments . Site JGG Final ACSA Comments JGG L Minor Amend. Initial Submission JGG v AlbCo Comments Revisions =r: U 1 Z Srts,Amiand.7510 ® USE Of THIS I)RAWING 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 informafion known to the Contracto with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wit form ination furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any cunstrucdon activity knowing it involves a recognized error, inconsisten or omission in the Contract Documents without such notce, to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attrlbufable cos[ The intent of the Contract Documents is to include all items necessary for th proper execution and completion of the Work by the Contractor. The Contra Documents are oomplementary, 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 reasonablyy inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent and/or costly tequirannei shall apply, without change to Contract Sum .,Ti— Organization rTime.Organization of the Spacifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Wo among Subcontractors or in establishing the extent of Work robe pa rformed by any trade. Information shown on this sheet does not authorize changes to Contract Su or Time unless stated in a separate letterror 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 02000 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: L A B C D L IF G H I [A L M N O P r escr� iption ar< /13/98 ARB Submission for COA JGG J7Uale /10/98 Final Submission To AlbCo JGG /1/98 Final Revisions for AlbCo JGG 0/1/98 Final Comments from AlbCo JGG 10/12/981 ACSA Comments JGG Final Engrg Comments JGG Final ACSA Comments JGG L Minor Amend. Initial Submission JGG AlbCo Comments Revisions JGGarae: Srts,Amiand.7510 ® USE Of THIS I)RAWING 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 informafion known to the Contracto with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wit form ination furnished by the Owner and shall at once report to the Architect errors, inconsistencies or omissions discovered. If the Contractor performs any cunstrucdon activity knowing it involves a recognized error, inconsisten or omission in the Contract Documents without such notce, to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of the attrlbufable cos[ The intent of the Contract Documents is to include all items necessary for th proper execution and completion of the Work by the Contractor. The Contra Documents are oomplementary, 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 reasonablyy inferable from them as being necessary to produce the intended results. In case of conflicting requirements, the more stringent and/or costly tequirannei shall apply, without change to Contract Sum .,Ti— Organization rTime.Organization of the Spacifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Wo among Subcontractors or in establishing the extent of Work robe pa rformed by any trade. Information shown on this sheet does not authorize changes to Contract Su or Time unless stated in a separate letterror 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 02000 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: L A B C D L IF G H I [A L M N O P r A B C 75 14 13 1Z 97 1fl 9 S 7 S 5 4 3 � 1 Legend l�� I�' 11 I�R I© 1�� I� P P15 Photometrics Plan 1 "=20,00' I 15 14 WESTBOUND LANE RT. 2SOW(.- Edge of Pavement —1. nl FFo 1 A' nr," IN Residential Use 0 40 60 80 100 Contour Interval = 1' Site Pian 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 0 IRON ltometrics Legend: I est lership 1 Use fighting Notes: 'ixture photometrics calculated for single fixture Lightolier Exceline "SAR" Luminaire with netal halide tamp mounted on a fifteen (15) foot pole with a I.E.S. Type 11 Distribution. i .andle lines are approximate and actual footcandle measurements may vary from those 1. o Substantial Completion, Contractor shall verify that light spillover along property lines g 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 Lightoiier RL550) on offending light fixtures, at no additional cost to Owner. Contractor shall retest lover to verify that glare shields reduce spillover to less than .5 footcandles. ar lighting circuits to be controlled by time clock. See building plans for further information. i ighting shall be 277volts. e lighting light fixtures and monument signs shall be fed by underground circuits, R-.Serie n t�J -OFF AREA/ROADNlAY LUMINAIRE p!E CAST HOUSING 100 iq 900 Watts High Pressure Sodium _ ----._ -- MetaI HoIlde SPECIFICATIONS _. 4APPUO1.TMn`!S EAa4t,TYP6118t%t Wl61»xl«a aro lry(Iro IN ON STANDARD FINISH i_: SAA Sew Lu'nw4obderk/et1 �[ - lonrad. Fcl"M•wd Tl—aro ldn'Wd, AvallaWe SEE PAGE 6-18 .t�,�u>k.rwr�.,aa+rsmcen.A• :."c,m'c°9""'aasa"s. tc s. paha and rDxsabrl YaaO, P"N .a BALLAST .OPTIONS -SEE PAGE 3.10 eas. 10-011Aot,Atl90f saiA B'Nu ACCESSORIES -.SEE PAGE 3.11 W,to ecup'nen4 ek.). s(XYt4 ccuio and �ClGWAtRS"jr baWasl os delNk-0 PHOTOMETRICS-SEE PACE 3-1: manlouxa nna«r area:. ::: aro rtfnrrtedwtAapral roao-sh+<I« -� ♦ CONSTRUCTION -, a1i+Iart; 2aTa>t is Gaiscn to60`C nsuia[ - - - - Pr4Ci5iCnbPCdSt akx(+Ixrn hptisYvL. -�:: 00.9ld CPpeNe Pf •20'F mMr'g M .. c PeawrenwmaGn�WeaM �+xytwtoa,waoF« nPeyo DIMENSIONS etre-naleaYrle :M+nd in Di+aetat8^! .: iEoa9un. -AM aW 22a2w vats ca. W coorU i,p tamxo poyviVPew _w0%torimt carast ccrtT,oranls are dw cWrbe. O.-'re5l11MgagiYqf.'- '-, 1C0%toatod[neraca Ire s'c 4 k - Pace di. ­t utr n>ysw uq reittkry.. _ rw.vatar i tn,rn 6'+'ls berme fastened With tap4ve .�W$TALLATIPI' r I �'i! erasion ramex naldala timet and S- I I 1 i - . h:a�ta'x 1�1+Lapd plana 1pxib ''-B41n0Yd de'd 4leleled sntnxx�a.0 i u'tl i "'I' o" 1. WM fiSlk W a¢ nWrwn alafaC9 ne>txlfrg am pro.r3es l _-,li -<3Nlto nctRY+p Naepq P"M, a>"`sxro�aaM br mardn8 io wpav- soar Govat. PlbrinlPlT:aLah ox+w. !','A1AR5P _. ; (--�f (,�>e cited b4K'l, epaicwdhln'r0a• +"gyp( , dear=0l so as - "RI- HTp-ryp'vlai+a to rea'brCYd':t,` ;TS9aeb1d FC1 Ur[vv.r molt' --- - -� cv,l CCMUGt k+r WWIM r4 " ir" OPLkx Ui4 faGlccad wlw Wkt a.f to _..- ♦ OPnICS i i . Re:!cc9«5y5[&Igaa dasgrpd to Pia..',; ::♦ USER PROTECTION :.__._._.__--------_'-_ .•aa Typ.N, 4l ertd FawPrd Thow Astrl•.':.`fj3,ISI�i Fxe Yosr l.'vrKlcd Warranty - W'_'. Al aIB IXN15!lllel9d fiNP ry(ft.. --�._ 9'aos, u -'caw eknwxrn vtog . ORDERING GUIDE -a 6E.S. TY9o11 _ t.E.a. TypaN fmvald TMvN `- DK1^dri'o'1 [JiaU1GA{ai '--DWttbtlon� Wotb lane Basov6W9v Ballast Wt. tion) - METAL—DE . t� SM252MA SA3;<51NA &M26�At4 250 � - F/HT/ED 28 >a Sp-- MogW SPVA ONA C�1 34 $AA40JMA '..x400 FD/BT-37 Mvga S.01 CNA JHPf)NM 36 SAH402MA• '8AR404M%C -.. 40D - FiY8T28 lbaA sxrnN /'WA (,'�) 3f - K.G4 PRESSURE SOON. SAR102LX am"," SARION.X - -ICO �. EQkT-23.5 MWg Sp" _ WrlW9 34 SaR152LX `SAR15XX �a�R1iiU( -IEC`'.: - EQ'k r-23.5 Moo SP0[a't/.: HX"H n 3e .. SAR252L% SAP.7iS(](E+4fi¢3AlX• , EDrET. 23.5 MogW =ft' CWA MPF) . 39 - SM4021X SAfl4031X :'400 - MET•18 SL+)C - CWA 42 1.2_.'+Im+N'w40Rr8-0WWIIMMMI:Q$NYN.2KNWz�7N.)rotro.'. a0:dux2o wcalgi;g lynpw,y ' E*a^Pie: SAR403p .a - '- 'P<n-.os ®r Huntington viiiage Residential Use 13 12 11 10 9 e 7 6 5 4 3 3 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel 804.2936959 (Original Site Plan) 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: ISignature Date i A B C ID E 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 Oflicial's Approval Approval Stamp Building Permit Number 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 known to the Contracto with the Contract Documents before commencing activities; Contractor shall ca,efully study and compare the Contact Documents with each other and wit 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, inconsistent or omission in the Contract Documents without such notce 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 th proper execu5on and completion of the Work by the Contractor. The Contra Documents are complementary, end 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 reasonablyy inferable from them as being necessary to produce the intended results, In case of conflicting requirements, the more stringent and/or costly requirem - shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and arficles, and arrangement of Drawings shall not control the Contractor in dividing the Wal among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this shoat does not authorize changes to Contract Sun or Time unless stated in a separate letter or Change Order. Informafton shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be eonfinoed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, antl the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright 02000 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: L aam M N aanr O P r DLAVilc' inityp' .r ARB Submission for COA JGG/10/98 Final Submission To A1bCo \ Final Revisions for AlbCo JGG0/1/98 2 0 \ '<s old Ivy Rd. ACSA Comments JGG 11/5/98 s � JGG 12/10/98 Situ ; 7/15/00 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions ;a CAD FileName: SiteAmend. 010 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 known to the Contracto with the Contract Documents before commencing activities; Contractor shall ca,efully study and compare the Contact Documents with each other and wit 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, inconsistent or omission in the Contract Documents without such notce 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 th proper execu5on and completion of the Work by the Contractor. The Contra Documents are complementary, end 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 reasonablyy inferable from them as being necessary to produce the intended results, In case of conflicting requirements, the more stringent and/or costly requirem - shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and arficles, and arrangement of Drawings shall not control the Contractor in dividing the Wal among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this shoat does not authorize changes to Contract Sun or Time unless stated in a separate letter or Change Order. Informafton shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be eonfinoed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, antl the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright 02000 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: L aam M N aanr O P r escnp Ion artJUale /13/98 ARB Submission for COA JGG/10/98 Final Submission To A1bCo JGG/1/98 Final Revisions for AlbCo JGG0/1/98 Final Comments from Al JGG 10/12/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final ACSA Comments JGG 7/15/00 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions JGG CAD FileName: SiteAmend. 010 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 known to the Contracto with the Contract Documents before commencing activities; Contractor shall ca,efully study and compare the Contact Documents with each other and wit 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, inconsistent or omission in the Contract Documents without such notce 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 th proper execu5on and completion of the Work by the Contractor. The Contra Documents are complementary, end 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 reasonablyy inferable from them as being necessary to produce the intended results, In case of conflicting requirements, the more stringent and/or costly requirem - shall apply, without change to Contract Sum or Time. Organization of the Specifications into divisions, sections and arficles, and arrangement of Drawings shall not control the Contractor in dividing the Wal among Subcontractors or in establishing the extent of Work to be performed by any trade. Information shown on this shoat does not authorize changes to Contract Sun or Time unless stated in a separate letter or Change Order. Informafton shown is subject to the requirements of the Contract Documents. Contractor is responsible for dimensions, which shall be eonfinoed and correlated at the site, fabrication processes, techniques of construction, quantities, the coordination of his work with all other trades and Subcontractors, antl the satisfactory performance of his work. COPYRIGHT NOTICE This drawing copyright 02000 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: L aam M N aanr O P r �1 CI �X FI I 0 15 f./ Pe 1`1 N LJ 1 14 ! 13 I 12 ! 11 1 10 1 9 L V I WESTBOUND LANE RT. 2SOWco` Edge of Pavement 1 V 1 vlia ■vy ■..11111sc%. I■-e..ILE.W..V...rr Residential Use 0 20 40 650- 80 100 1s 14 13 12 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 v./ ( w �.. lit �L Landscaping Legend; untington Village Residential Use IS 111 ARCHITECTS A 226 East High Street Charlottesville, Viyginia ,,,. 4 Tellephone, 3 .0 979- 8 Consultant John W. Greene, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel; 804.293+6959 (Original Site Plan) Professional Seal �9 f v PE YDON ry` s F H N Signature q�CHITEO� Do Not Use For Construction Unless Professional Seal Present Owner Richard L. Nunley Caroline 0. 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 1 Minor Amendment 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 a~ Building Official's Approval ......................................................... Approval Stamp :..................... Building Permit Number fL�Viclnity ?Sp Old Ivy d. 4- -Sita X l ® escnp ton Mark ARB Submission for COA JGG F3/13/98 Final Submission To AlbCo JGG Final Revisions for AlbCo JGG 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 7/15/00 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions JGG CAD File N ame: SlteArnend.010 In USE OF THIS DRAWING M DO NOT SCALE DRAWING. The Contractor shall take field measurements and verify field conditions and shall - fully compare such field measurements and conditions and other informaton known to the Contraeto with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wi 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, inconsisten or emission in the Contract Documents without such notice to the Architect, the Contractor shall assume appropriate responsibility for such performance sh and all bear an appropriate amount of the athibutable cost The intent of the Contract Documents is to include all items necessary for th proper execution and completion of the Work by the Contractor. The Contra Documents are complementary, and whatis 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 reasonablyy inferable from them as being necessary to produce the intended results. In case, of conflicting requirements, the more stringent and/or costly requirem 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 dviding the We 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 C mtract Su or Time unless stated in a separata letter or Change Order. Information shown is subject to the requirements of the Contract Documents. Contractor is responsible for e3mensions, 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 02000 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: ! i 4 3 2 1 8 6 5 0 y1 IJ FN L O 0 0 15 1 14 1 13 - 12 1 1 11 I lu I 9 V V 1 7 1 6 I 5 1 iilll 1 4 I 2 A I WESTBOUND LANE RT. 2SOW(lir Edge of Pavement 0 1111111K*7� - _- - _11, , � , _­ .1 - 11 -le 11, - �, "�_11­11­.__ �,�54, _ , � _11:1� 11 - ­� � . - = ____ ,,­­ -AZ�1'7 , "�`jl, `� `­ ­­ -1.11.1 -11 __ ... - ". '"', - __ ... --l".."- - - � 1.1-.1- I— -11. ­­­­ � ''Ill, I - I , __ I'll — - _1`1111111111�� , _.- � ;�',',' , "" - � . .11 " =1----1--- =­­--­­­ - � - _ .1 11- , , _1 ., ­­ , xo 1� ; 1111 � ­____ __7, _71! -1 - , ­ I '111 I 1- __ -7C '­ ,�? 'N ,� !!!�.�_­e �_­ _ ;. X — i!�Tn_17,7�= , "" _� V " - .... 7 �+ K"�,�---.��ll-l�'ll'-�.-I-111"..-,�--l'�l-- .-1 11_1-1 -11 ­ -1-1 11 - - �/ Legend ___ft*ArA.X1 ­­­­ -111 I ­­ I _ I ___Ili_-, -1,_ - --' "� �� - .11 . � I .1 -1 -7777 r 7, 71F,ts-ofl t P, 5_', 1 1 , ­� 11 ", 11 . . ........ , ,�(�)__,��__� c I _:� ___.________ 1-1-1-i t, �, - ­ -_,:� 1,_ I— ­­ - - , r--",.,�--l",�ll-���,�,-�-----,�1--�---,- N -_Oe t X L� SjF�­', � I _ , , , " _-11- ____�.� ______ � _��� . _. .11- , - , � - — -1 _-­ _,_� --1--------' ­­ ­_ ____­­_­­_' ­-IL-1.1-1 ­­_­­_�� �i , I -�� �-::__-:- ----- - I ­ 11 � I �­ I , '­ --1 - 1, � _ I 11:111-`M-.", ­ ­'. ,­­ .11, ­.. -1. 11.1 - ", _-1-:. :___q�­ I " I - I � 7 i—_ - - - ,_ _ ­­ __�_____ ­'. - �, , " No. 3.07: Inlet Protection - � / 1111111111111111111111 �. ��', ­­ ,I --L .... ­��e­'4­1­­­ ... .... . 1.11-�,.�.1-11�11-11"�,�.,�-,�ll-�111.1� -1-11- 1-1- ____ ", ___ , I—— - ,��:, �_ , _iq� 1-1111-- � �� � 1�4 ­­ : I - _ , : I - I 2 L' - , 'if 0 7,___—_,__,___ -- PS, -,+,- Ta -- _____� --I---.--- � , ,� __-__-__1- ­ I'll., ­Ic , ,,_,r,__,,,' ';­,:��,� LLL����� 1� -,�-,,,�,-.,--,-�,�IV-�,,����--"�-"�'-"'-""",-- __ \' ­ .___ .,,�,,,r ­­.­ L 1 4:���­i� � -, L � �, �f­ � � � Property Line I _­_­ �& - - - � / - �,.,M I I I 1111-l", --- - I I __ ----?I- - 111-1 --11.1-1-1 -­_- �_____1 ,,,�, 1, -,. I � I I I � , i f -, :_ _`­ �., � ,_ , - - 777 -% . . ..... , ; , " __N " � �,//, , , _.___ - � - ­-- -- I_ - - __ ­_ _� I �_­ ' , I �� -1 ­ _1 ,_­....: : 1-11 I .."­­ . I ,, L � - __ _ __R_1___i� i - � i , f` ,_ ­ ._,___,�.7���� ­­­­ -1-1. 111--l-1- -1-11 " , '________ _-, H_ ,_"'­�-,,� 1-1-111,11. ­S�11­11 --- ­­-­-­-, ___­ I—. I— 1i _�, , . , - �_ --"�ll,"-,.,--.,--.----,��----,--,,--------"', ­ ­ - .­ r I t _, ", , -,-"�,.-,-,--,-"--"-"---"-",--,-"-"--'- , _, � � "" D - --- ­ ,,__-_+r-_ _­­_,_____. ­­__­ ­­­­ ­ ­ ­ 11-_.-_.1-11-. ­­ ­­ I—— Departing Property Line ; ; � I J r , I I Temphorary 24" HDPE ,,, 6 --e- X " I I . - I � 1�:��,;, I I , 1� I r � � I i:-_._--, :ill i 11 � %,, ", I i 11 ,. I i 1. I E), I I __1 � /I 1 ] , ; ! � ! , i, �� � i I I I — __ — - Easement . � : i . I li ''d iii I i `-', 1 1,2, Drain Pipe I I . I — — — — — I 1 24" HDPE I I I ­­ I '' �, I � r � I � � I I Temp ry � I."... ­­­ I ---.1-11J, �i 5 1 "' , I I - .e , I I i I No. 3.32: Permanent Seeding ­� 11 1. ; , I i�t , - I . � , , - , 1 X 1 �, � ! r A i� � i �� ;I ,., ! I " _*__� � I i ,��. — - i I ; .1 � . I ­ ­ .1. ­!.­ 11 -1111, ­ 111-- 111 , ; _/ ,� — — — — __ — - Setback , -1 ­ ­­­­ I ur r, 1pe i , 1 ,-, � � w . ) � . I 1. � ­­... ,.I.."". - - i. I — I - � I 1 � � . ,I I t��.,I t 01, _ - - 1.11 ,�, ­­ 1. I � -11: - Rip Rap (1 I - x 2- J . I . � — - i , �� -­ � I ­ - _�_­ ­ I I � ­­. ­ __ ; i � �i , '! '' _�, � 5 � I / � - r I . ! il r , I i � I I - I � I , I (11" 1, I ` ", i i ii i I t � 1, I . I "� � I I ,,,-, � "', I I � � � t , � I � I No. 3.30: Top Soiling � �' I ,�,, I � � ! 1. ;i ii 1�", i I I 8 �, � x i I I __ __ - __ __ - __ - __ __ __ --::: ------------------- : ------------------ ::-----: ---- ::' Underground Stormwater Piping I I 1 7J e ! I ! � I � - f �. 11 I � ,t�, ,� `1 11 '11, I _.*� ' - 0 11,_`1 NOTIE: Sediment Traps are not to be � I—- ­_ I.- I ­; � -.i,,,,,, l� ,� I,� 1 11 11"� t , q �, _11�, 11 � i , I x! i ��, i I -, z7", "I i : � 1--1 - I � t .1 i I 1 -,��),',, ,� 1 1�. i - I I ­­Temoved.until.. approval is granted by I : -1 I" t i ..1--.1-1.1 I ­ - 1. I I - - -1 - 11- ... 1-1 --1111 ­_­ � I-— � I -1 - � � 11""', I � - �! - ", ____ 1. -11.11 ','� I I �_� I- ­ .; i I - - - -- - __.____­___ Underground Water Line . - ­ i 11 I ll��,,, ,(., 1 i I'll I I i Z I No. 3.31: Temporary Seeding Rip Ra I It, x 2 I Albemarle County Engineering i 1 - 11 L I 1 il 1.��C, � - I i i I -1 ­­ , " ­ I - I � I ! �' i . � il �'. l � � I 0 1 &­ / ­­­ " � I I � ! � 1. I., -11 11", ti ­4_� it � --ol i � _1-11-1- � / I I- -1 5 1. � .�! 1 "" . ­ -.111, �.":.,.,-,���".,.,..".".,;�-��I ,­.­.­­, ­____ _ ­ ­.­ ­__."."., I , ­ Uepartment. ..1-11.1 � 11 11 I-. i � � � I � 11, - � - , i,i,_ , " I r �`L�', I � I , , I I . o I 1� �_�,,-,,, I .L � � - - i j � ��; ST I � "I � i I - -i- - i 1 11�,� ,, I _< � I ,��os r � �t . i_ .. ,�,, -'k, i I , ii , . - 1 " I . I I � No. 3.18: Outlet Protection I � � � � I , i I I- � � 1 95- , r . . _,� ,__ 11 t , 1*1 "" (9 Underground Electric Service 1 68.8 i I � , 1 I __ , �tr " 1-11 ­­­ _--..1..__ . "_ I I - -111.- ­.,­­.. - . r .. .. .. _11. ­­­.­.­­.. . I ----I ­ ­_­ - (91 I.. -_ I I - I'll. � " 11 I 1_1 ­_ I ­­ S - ! I 11 _1-11 4, , "_ TS 0� i -) -, � � ; I _ , I 1 1 ___ — — __ — _ __ _ ;__ Underground Empty 4" Conduit (ST I � � g "'; :1� 11, 11 � I � ; Z X-1490 I I r ! 1.�, � � \-� � i , ; I i i %, I � / � � 1 I � � 1 , \ I � I , I , I ; � I "I i , '�` Temporary Sediment � TS � , I t � I � / "__ % ', i I j,'�, � i i 1 9 "Z" I I I I .. ... . ! � I 1 I �1, 1- I t ! I . I r i ­ � � � - - ­ I'll . 1. - � I- ­ I I—— � � -1 � - - � ­ I .- I- _ - - I 1�__r i . L I� - ­. ­ I -1 1�­.._ ­­­ .-, -.1-1- ,. ...__..._.Tr p_Na._2__._.___ , , I --.1-11 -_ x_ - , , --1-111- - �� �� I _____ � I ,:­- ­ �I, � � . . � I i -11 ---- ­ " l - � �-"_, I "I . � I � E i �'S,',I, I i i i -- - - -- - - I , I No. 3.02: Construction Entrance - - . I.. I 11 -1 ­_­­ I'll : � Underground Sanitary Sewer U - . .- - ii t 11 `­­ _�,'. 1- I I � ; , ,�,� I . � �, � I ,-,q ! � k" I �, � 11�', ��, .\ � , . I 3, Temporary Sediment � i ,I � j i I (sk I I 5 , - . 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I i --) J I 11,�', "I 'I', �', I I � 1� No. 3.13: Temporary Sediment Trap i � I � I! � ',:, � I - I I I . i I 4 AL Pole Mounted Sign *0 Light & Pole i � 1 i�.,,` I _ i : - i , � r; "', 0 I j I ; � ,r P I I I 1'� 11 T i , �, I 'T i � ____ , _" __11-11 I I I "I ­­ I I I I ... 1, " I � U Z I Z !�Ir " I I 11.1_1_1 "" i i '_ � � `_ I i ,_ �` TS , I 1, I.- i I - t I- -I',- I " . I r `11", t i -1, I -1, � , "I I � 11 I I'll . I I I , ­ � � i 1/- i ��d , I I ; ; �, i �- 1, i 111/" ­_ , I II i " I .1. 1. I.. I—— I—- I I I � ; I : ,,� I/ ,t . . .... .. .. _­­ " 1, , �,i I ----,---- ; ""I'll � I � �_�_,, I t r / I I 1. ­­ I ! �, 1�, % -�,,�-__! ) : ­­ ... ­ 1. I 1 - - . � , : t ' " ` "I I ,� __1 ; 1 611,� 1 ­. I e`l , I ­ ��', Limit of Grading I ! ! / 1. I I- - - - _-, � 1, I � I 1� I , - I , I ; E W -, �­� ,4 i� " I � I i . . - _-676-___, --­__ New Topographic 1' Contours ! I � TS - __.-1_,-,- ­­, - - """i, I "_,,�,, I I B u li, d i y , 9 " (,,,' " � ", j ,i,�,l 1 ­. _ -1 - ­_ 1�1 �_ ---- 11.111. , �­ ".. I , I \� 1; ,,,, - ! L_ 1 , 1- 1, �� I _ , � , I " 11 I if ___ _ I �_; I � I I t ", �,� . ; � ­�� I I _­�� , I I �1111.1 1 , ; `� ,'-,, i ,-q �� _r �___, I . , �, 11 ; ", _. _, _ , :21 siw�iiik,'y 11 " � � kill, Drainage Divide (Post Construction) I I I �_ _ I hv � � I I I \ � , i 3 � I I , � I I �, ; a I i p"I't i � , I �� - 11 V - i "' i I ��'.' I �, s/D I I 010. _______�� � _ � i � � ! I � I t ; ' _1_1,,_____,-,' ____111��i �� i ­­­ � ­', ". - t . I - - - I I I . I ,11-l! f" ,��,, I 11 "_ � �, , I __­. i I 11,014, SW I I � ,A, 11 � ' Traps are not t' i � ;! , ___ ­ '�4 ,� N ," 'A 1. 11 __ �1` ,,, � - N E: �5ediment __ i ", � 11 -111, I - - it " 1 I I ,,,q "r, - '' ' '" . 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I't, I ; �h� ] , @ CIS � �0 - i !i - ­...''.., i @ i 1 i !I I , I - - __ - , , _.- ­­", A1:1, _ � ,,, '1� -,, I ,� i --11.11111-1- 1.1111-111.1-i � I 1. ­­­.. I I � , Be Made Operational. See Sequencing . - 1 f � I � i 'k, I I + '1�11 i [I 11 I _lm-_ ­ �, I I I I . , , , 1, ',, tt , �1, r., I ! I Notes. I ; I I I "'� _��"­ � 1"', , _ � ' I - N � i . J . " ", � 3) �,� 1 !, 11 ' Limited Partnership I 1 ,I , I � 1 (Typ. I?hase 2 & , CIS � +1 l � ! , � �_­"' ; , 1,� , 1, : . I � ; ,. "-, I,,,---- -�, , , ' " , , i I I , , L-- �� , �4 -,, Par. 46A N . I, � �!tlf", ,,I ; ii I ,� , - ", �,,, "�� 1-1 � t � I I � ti � � , ,��­_­ I �,"" -1112, I , I M � I - � - I—— I - - i � I i I � I I I �� 1 .117. ,,, .". � Zoned Cl 'i I I ,� i i � , 1 " I - I ­,� - � I I i I �� __ I 1�,� F[I 11 11 I � , II I I / I � i ; I r . I i @�""' ... 11 _,­­_­­­__ -1, �, i i I I : I - _, 1. � � I I ; i 1, � ....... .... . .. ­­­_ I . J 1 1 � , 5-1 � � - .- `1_-11`1_.-___!,___ __ ,­ I I I 'L, I ", ­_ 'I, i I I I ! I I I 1. � Ii I I "�_ ., - I � , ....... 11, i - '� t I I . � ! 11 J �,` I - 1%, , i , Commercial Use i I i � i I � I , � 1, I ; I I , I I � 1 I I ,I I H I , < , " ... "\ 1 � , i '�­ � I I , ". _. __ ; � if � , � � , .111-11 ­ 11.1 ­ _-1 __ I i ,C�11 � 1.111. � Ivy Professional Centre 0 - _�', -.1 I � I 11 - I � - _­ - q I � - -11'.. I I - ; I I I I H � 1�_ _J11, t � I I I I I I i I� i ; , ". _', ,,, 1 � ; � ..-_---N � 1 If "___­_­­, 2� ,f r,,,- I i t � � � ,,, 1, I I - � I : I � _'11 ____'_____'_, � - ! � ! � I � 11.11,-i r 11 � i - I . i I ___-_1-_-___ � I i �� : I li� - I - . Zoned Cl I � t I ; � q i I ii r___-_7.___ 1­_� '­ , .� " i I ;1� I ­ , -.1 ­­_` ,�, - , r - ___ -, - - I --1_-_11-- ­ _­­ �r','� ­­ -,,,, -.1-111 -__--.___f ­__ �`,� - - - I ­­­ ... ­­­ 11 '� I I,-,,.,-- ; I : � , - I I � � i i I I - � I I � ­­ ­ � - __ _ ____ ... ��,11", � � 11 I", � � . , � , I � III - ) � ��_" - , I � 1: 11, , " _', %4 11 _ � i �� 7�0r, i r . �5 ". ­_� I 11_____.1 . �'r I G o �'L,. (�,�! 'i � i1iiiii, , I - , I , t Z. i b, f0 � , ; � 1. I ; t I �_ � I., , I �, �L I - I . , Ir') .��_!, r I I I � : .1 I� , r �, � �,­_ � - " I . . ; �1 I � I � �, I I �1� I -1 " I I I o , ­ 1 4 �. JL1 - �. . �� I .... .. ,_1 � �1: I � ; ) ", '. " , I � , 1, I , , - I I i ,� I � � 1, " , 1'''. _7'. _;_ _ ". � � -1, _J I � I � ; ! , 01 �, ,: 1�l� � 1� I / � I r -11, ,_ I 1, r�j I . I � I - 1-1 � it,- , _iii I I I ; I 11 � - , , , Erosion & Sediment Control Notes Commercial Use ,� -___.._i. 11.1 i 1, � I � � ; �:Ii i , - - "� I rl�� I I I '. 11 �,: � I i I I. ,�-) . I I - I � 1. t � , : i r � 1 ; I ­-, I 11111111111�� I 11 11111111111�� 11 11111111111[� 1111111111111111�� ; � , t - -- 11 I � _ ,. � '' 4 � � ; � , . I 'r �, I 1, � : ! I r rt - � . , I � , , � - 11 __ ; i � � I � I . � � i ��_, -, - , � �2-,-',; �-- I I " .,. "';­ _. - . -1111.11 ­,,�, 1, -1 � � , i ! � � j , , " � � I ,, I �� " � , ,� i I r , - -i . r : �_ 'i I - ­ I . I 11 r_ � -.1- . J.. ­ - I " I I 1-1 � ­ _ � - I _ _. ,. - t - I I - I � I . - � - '.., � ­ �. I I I . I I I I . . . . I I . I , I I 1.11 - ­ �. I ­ - 1. ,I I -1 I I . - I I . I i � I , - .11, I .- [_ � � � I __ .11 � I , �, , , , � , 1 i � I � I �.. - - - - - 1; r " _ ,. i "_,�. I I � . V I I - -, , I I I .1 � i ,_ 11 , I , � ,. I ,- I 14-1. . I c . ! 1 i ! 11� , , ; 1 � � 11 I � , � � � � I I � I ! I I 1 . i " _�, " � 1. All soil and erosion control measures to be in accordnace with soil and erosion control narrative I 7 I i i i "'' � 1 1 � ! I 1 � 1 i i I W. I i i- 11 I I I I , , ,�':r,­ 6 ; ; 1 � I 11 �! I I ,� " i � �1 11, I I ; I ,", E � I 11� I , � r - . -- ii, I I li -, - -1 I, . L � ir i ii - . �.. r 1�/ 'I -1 1 I -11 - _", 1, prepared by John Green, P.E., dated July 11, 1998, and entitled "Erosion and Sediment Control Narrati, el� i I i i ; , �_ "', �* I . _1 -111 . I I 11- __ �­, f �, , (P � I I I I I'. -, _ '' ? ; 1. I - I -1 ­ ­ .11, `1 e �­_ I , t 11 - , I , - 1, , I i , I . ,_1 � , I I I 'I '.1 11 . " �'_ � _­ I ,� 11 . - .I� I I 1`1 � i 1 t - �,­­ ­-­­_­­_, �L11­-­'-­-­­­-­­­1 i 1, � � r I for Old Ivy Off ices, Old Ivy Road, Albemarle County, Virginia". , 5 � I � ji I _Z- ­, ,� ". � "'. - 1-1 _. - " �� - r i " _ � I ,,�,,� I - � I , I 1-1-1--l",- ­ ­ -_1 ;!: j ,J , 4 � I T / I ­­­.., - �� 1, _11. � ­­_ ----.1 . ... ... , . -1-11.1 ­ ­_­` �.:_, I ­'_�­, , -­ --1 ­ ­ � I "� . . T i � � i i I , I -i___-____-_1_1 I I � r -1 1��' 1.� � I � I 1.1-1 11 ­ -1-11, .1-111_11''.. - - 1, ,___.__,__,__1_-_-11 / i . " , ,,,,, ii-- I �, rnl � I i � � - -,- I.f , i I � , ; " , I ) , �, - e , � - I I � s'Ac�',6 i I , 11 i I , �, � . ; I � I I 4 ri' -� � I � i 0 -1 I I t 'fi - � I- . � ; J , I _-, ) 3 ; I., '�, i ,) t " �.",. 1 , . .1 - , i i 1 7 1 � ; " r . , � X,',� I 41 1. "I , "�, - ,� ,�, �` 2. All soil and erosion control measures shall be in accordance with the "Virginia Erosion and Sedimer I f 11. t 1 i , ,,11 I . I I ; - � . �,�� q J, i 1 , 1 � � ; `­­', , !,� ,, I � 1 1 1, --- - 'L 1- , , I I I 11 , , -, L - - - f � �', , 4 � ! � I I 11,9� . _ - , 1 . I , __ - - __ — — - - --- ____ - , amm" _F? 177 % � I I I ,�__ il �"� �0_11114A""_ - 'W4600 � --- i i � i I 171. I . . ___�,_ Control Handbook", latest edition. . I I I I - :,� I I 1-- _! ._ ­­,­ I., _._-_.._._1____. � I—- .....- ­ I.. I—- -1.1 I—- ­ ­­ ­­ -1 - - . ... ..... ___.. I - ; , 1� � � -:-,. , � -- - - , - , ,4 ; , , 1, " I . � t i i 'N� �",-_ � -,I ,-, _ _i � - .­ , 11- . ,I , �% 11 , �. -.1111-.... � - - I . .... � � . 4 � - , J� I � ( ) � 71", 1"'i- r I., I ­ .... 1. ­ L 11-1-. � � ! I \ , , � I I I , .` - 11 I t 11", , I � , � , . I __,____ .... ...... .. 1. ­ - ­­­ _1_1,:.._...... - , I � �i 1 j I i I I ! - _._ .... -1-1.-111 - �; , Z 4 I I Z - I .i 1, I I 11. "I � � " "I .... 11.1 _1 1, G " � , "I I " `�_ I 1. : , � � � , � ,� , �, I I t � , , � _., __ , - ��_ _rr­1'__ I i - , 3. All on-site soils are 21B, "Culpeper Fine Sandy Loam". � : I I �� I , 1 ", 11 � " ,�_ - _� � - :_ ::�.- - ��_: -1, � -, -_­­ ­� ", ,� -_11-, .1. _ I - �` , � r: -_ _,',� - I I-' Ili- 1.4- 111..1_.--_-;__1 _ - _11, -­ --- �­_ 71- 1.___:.:1', � : 1. . � i _, .--_1_...--- 1-i�.'-.,�,-,�"...---,-,--""-�-,-.,.,-�111.1111-.,-,----- ,�, , 11 11 ­­­ -, '­:­­.­ _­­ . .... ___­ - I � � - --------- - ---11- . . . . .......... I __ .... --111-11-1- .... I.,..--.-,---- ­ ... ­­-­ ... I ­. ___�I�f_�., �,��,7�--.,Ir��,�n:""",-�--.-",� �- I;- �!,_ 1Z - .- ­ ­ -1 - .-I-I.I.-I-1111I.I.- ­-.''''..", " - � I " " , - , � . , , � . . . , , , � I � � . ;; , . ,-,— ­,-, - ­­­ -1 . - . ­­ ­__ ,-",-- - , I � , I I I I I - - - I I - , - I I'll . - - " - ­ , , , ... - I , �' t, , `11 .. .. I ,� I . I � , , rr , ;,j y- , - - , --- - , - - , � � - � i . I,- i � i 11 � 1� _._1 _'_�_­�v,,�s_ ,- - , _-;, ,�, -;',�,,' _��' _-j .. ............ _.__�, - I -,- 11 ", _­:,"",�;,"�_ ­,�- ,-,-�,���,��--�--,,,--,�.,���.�.,� -z_, - 14�_ z- �" � _`_11_1___. I . ! � -1 11 I'll -1 I - I— �, __ � . ..... ..... -,� ­�,�I_­ �" "r : . � � ­­ ..... ��-�,�",�"r-,-_,"-;,�r",-",",'�'. ' _" - , , , , 1�1 � , _­­­ .,,,-,-.,.,,I ­­ ....... - , _�, _ _; -11­_­,'fl - ILI�-,,�,/ / 'r" I " I I 1. � � 4. Existing v % ; I �% __,_,,-_-Lr_-- -17-- __ 111- -11 -11 _11",_,", ��__L� ­­ - ­­­­ ...... ­ I I � ,,, , ­__ L '_ ,�­­ -0 ­ I ... � , -1. . _.P , I , 1,_,�__ I _11I., I i i egetation is tall grass and shrubs (see sheet C-1). -111_-_1_1__,______ �. . . - ! ��__ ........ __ !� ,.- 11 I � �_ ... Ir. . , _'-,_�,_:�,_ _­­, ,,, / ___ ........ I 1�:­. y­-1-­­�­_ -J� �_, ,_-,;�, I 1-11-1 _­ -11 ., ..., J, '_ I � 1� __ � _ I - ______, . - 11-77-.", _ , I -"-,.,. - , ­"­ �� , I , ; I -, ... 11 I , ,I -1 _10e1_!1!`I1C_1_­ I J - ­ � I ; % I ; � . t fl "� r 1- ,. ': L_ 11-1.11 ­ _ 11.1111.1.11 -1 I � _-,_11_-___1__ I i � I . I'll I I T.M 0 Par. 47 1I. -I _ � " , " r"" 11 , � �­ , ,�� , � i � __­I d ; ,�', i .-i; i ­_ ( IP) . �� - "I., ... ,,� "�� 1. � __-, I � , ( IP) " ,_ , �, � � . ____.,__ .1.11.--- ­ I i � I L ;, 1 -1 ­_�_ " . __ ; . -lip -- , , , ­­_... 11 - �! I - ",", " / , "! , I i . _ , � I I , I i - ­­ __ .1 � . a __­_'..­ `�_� ir -,,,, " ... ,_ ...... ­�­ " ,�.. �, 1, � i� -6. � -1 � ,� - , , L � I 11 1. -1 - I I � I., � '. 1 1 I l 5. For Permanent Landscaping See Sheet C I � - - , I ... 3� 8 Acres ___ -t! I 1� 11 ­­ ---- I i � - Pho,- -6-6 2 " ", ",�,�, � ; 1 � ­ 11-1,1111 "" _h , �, I . it I _­­­ �­ , i, '­!_ ,, �,,< - . .1"', I" � � I - ". , "L" I � ... ..... � I � " ,it I �, � , __ _ 1, � �, i; � � I 11 ---- ­­­' I— I I � " ;�­_­ _-.111 , _,"', 1, � , ; : : - I ,&C ol 1'�", ��,'­' - - i L 11 -, r I .1 � ­­ I L, I I - � - 11 ., I 1 � I Richard �L. Nuni ar inp.4. Hunley , - - - ___ - I., __ "I , ­_­ 11-1. � 1-1-- � ; -8 for details of Temporary Sediment Trap And Inlet Protection. i 5 I � ! � __ , � jl -111 , � � ___ , �� 6. See Sheet C I � 1. � � I 'ot , - . - I t � I 11 I I -1 1- ­- ­ __ �, ,, i - I I l� � � I .1 I i! i � � � ,__ � - - " , I- I : P I - _, / 1- -, I—- I � (i_ - i i . .- . 1, I - I - . 1, I � �.- ­ � 'E" 1 1- , ,�, I--, "". 11 - ,�. 1. � ; , - 11 - i _� ... it � -1 , , D 11 38 ,_L` Ei_ __ I -, � , - ­ IS _� , � I I � 1. �, I .1 ___ I � �, 11�1 , I .1 ,� � -, -, � 1. i 1, ; � _. 1-1- . " � _., , ", � :,. �, I ''." �_­ ___­ " !i ii ,___ -111,11-1.11, / i .11 __ _., - I'll _,�. I , � I t, I .­_ ... 1 ... _ 1 1 � E , ­­ - � � . j� � 'L I'� ­­ ...... 111-11".. I � I -, , 11, " "I - " I f ,r'� - ____ _� ., 1, � ; 1, j " _­­­ I I H !� , _-, I ". FV,`7,`� �� I I I � � 1� 151., 1 � 1- - - ­­ F_ i i r . 1-1. - -1 I— --1 : ­­­ 111---1-1, - ­. �, � , ... .... I I 1- i - ; ., , _1 - _-, I �� i,. � � .,,�, ' ­_� ; � i � I.- 1.11, -1 11 -- it �', -1 I I— , - - -_ �� � � ;I ; I _­_ I I..., - . I " � ,� . _ __ �.I., I " -11 - -- 'irl, -- . I I � . - � - I , ,� -, -- . I I � �� �_ � I ­­­, I ­ I I : . - - � ; � I '11, I" li I � ­ - - _11-11 -1.1-11 I 1. I. . - _1 . - - _­­_ _._ -, , � ­ I -_ - i i - I— � I "__ , I. .... - I ; ' o ': �, � . -_ I , : I � �, I t " :, ,1� I I I ! ­ : "I I ,. . -L. , ­ --- 1.11 �. . ­­­., ­ ,_:, - �, -- � . � I - � I I ; `� , - - . '. I 'L I 11 � , `�',�_� ��-,;L(',, -�rr� I i I I I � i � I I /, "­­ ' � � ! - ( ---- -1 - � - I ! ____ ...... .. __,�� � , , ,. i "I 1, �� Z i ,� - - I -_ 'r-..------""�'I'�11-:�,�-'�'':�-'--- --- � --- --- , - - - � " i -I-,' " _", `­­­ _1�1-% I , I.- �.""�i, "', I I I i I i , - � � _ ,. �.�,�7:_, 1 �_,� I i "", i ; I ! , i - � � , , ", I ,_": I i i � . I -1- _ i I , - I � " I 'r I'll _1-1111 __!­,___,, ,,, ­1_-__�_­,_, � - I � i t i ! � ,,� �,�� -, I i I . 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Erosion & Sediment Control Construction Sequencing I ,P i . 11 , 11 i I __1- ; , .1 i i �, i __ � I i L �1 , , I � it I . � I __ �� I it � � , ­_ - � i � � I , I � ­ �111; I I I o i I I i ,�."", i'�� ; I � i - I i :� I , 1� � 1 . � qi� I I I ­ I I�L__ - , � I I- i 11 1 i I -1,11-11- I, ! I I I i t i i I - I ­­_, , _ - �­ " " " , _= . . ! " ,�,� q -F -1-11-1-11 11_j�._­,­ i; H / p il- I H I I �. - I I i - '' I i . I , -_ I � i i I i ,�,,7,r� �i 7'�`,`_; Al 1 i ,1 i " , i - -<,�sI'. 11�� i , , "', i i i I , i � ? i 1'," " I I I � r � L, , 1 1 r - - --- -- _-, i 1 1, I """ Y` , � I : t " I ' 1 i ­­, -, �, , _-111 �,� _.I. -I-1 11 il, � �, 1 1 I, _�, � , �, I '4"v" I I ; _�, � " " . I I I f I , , I � ! .1 i I , �, ; ­ - � �CI ,,, Ili I "I ' I i I ) , I ; i � � � ­­,,_-__ 1" i . I - I � - POL ` I I i " - I �� , --i __,"_ 11 I I I i i i � I L I I I I � I ll 1, ; I i kj1____4___ ... � , �f�"); � i! ; I 1, q __ , i .1 General Concept: Construct Phase 1 and Erosion & Sediment Controls necessary to stabilize the , E J[` i ' i � � i i ­ "..""", i i - i 1 , � i . I I i - i I , _,1--i I 9 - ", I i ", _ ..... .. ..... ___'i I I I ! l I , I ; i I I "Ill' i � I I I , "If . . .. ., r I I I t -, I t � ! r i ...... I—- , 1 "I" � � ; � I I _­"�w'?,- -7 I - ",. I " -. �, - - - - --!I 1, I i I �,,,� , � I �LLI_ _'_6 i 1 � � 'I I � I t i �- � I i " I I � i, � i i � i 11 11 I , , J 11 I ­ I �, " 11 i 3 1 � i I ; E I i � . � I 1�� , I I ; I , ", H I 1 , ,,�! _­­ � �, � i 1, I i I � �_­ , , , � I I ,� I + - i I I , � 1 I I I , i I � - I ,.,,- � , I site until later phases are built. " I � I I I I r I - 1 � _­� W,-"-? i ; �i� 1 _l� . 1 1 � I I ,- ; I � 1, � , ; I . ; it 1, 1 �4,,,� , W, ­ I ,­Z� i , I i � J I I � ; � � �, ! 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I—- ­­�, -,. _... ­ 111-11.1-111-11 -.1 I, - -_ ,� ___ _____ -_ - - ­;, - --------- -- I I , I I_- ­ - - ­­ _­ - - ___ __ __ , ;I .- , � ,�-�:,.,,,�,111.1.1-.,�1--ll--,��- - 1. ­­­_­111�11_ I - _­­__.__­ -,r- ---- ------ , , ", � 11 il . - - .... . . .... ... -1 - - - ­ � .. . ...... __. , -11 - _� -1 _-._-...__1.- � ­_._.- �L'_ I -_11-1_1 _­ I., ­ 1-1. - __ i I _/ I i � � � � - - � - .. - ._­ - :;, " " : � 'I 't, t � ,_ L I I I I I I 11 I � I � 11 t � � ­ _ 5 I i! , ­,", __ - - � , I ,xb, B, 2 ') � 1, ­­ -_ ", 1�, , . � %, i ; , �Z,�,, , : " 3 i, 11 , :�-" `I_ � ; 1 1 3 T I I - 1 ' xS,Tr�i,Q� " � �. ,, ,, -a ',"':22 1� I , , I I 1, � I I j I I I ; I t, r , i �', I , I � , , - , 1, �1. NOTE: Sequencing different from that outlined below must be approved by the Albemarle County i � I � _116i7&' . 'I , ! , -, ., I ; I � 1� " I � I I I - � I- I - - ... -.11-1-1-1- ­ - '. . -_ . . 1, I 1. � I—- .... I.. -�- I—— -11-1 - ­­ ­­­. ­ � ­_ -1 ---- I I I_- , I � � I I � ­ - ......­­ ­."... I—— `_� 1__ I 1 1 I i I I _­ 1 I I I ;1 � _0 �� . . -,-- 1, ! J - I _/� " 11 ­­ I I -1 I ` A-z"'S�0 - � - - ,.� � i,/ I I � I I �� � � ,� 11 � I.;( , l i ,r' - - ­ I ­­ - - -, i 570 I � �Ir­ � 1, I 1, 1 L I ­­ -1 I � ... ­­­ I � 11 -1 -1-1-1 I ­ I ­­ I.''.. I --1111.- ­ , - ­ - - - - - H , _ _i�� 1, �, I I Erosion Control Officer. " , , I ; i i : : I ir �­11 . 11 , ,,--,,-----,.- _ -—.1-1-- " 1,X - r_A__.._..,,__ - �, ,� "I - �----,,_2,___._­ 1 ! i it i I I i 1-1.111--l-11 � �, ­_ � ; 4; "I t 1 i � 11-11-.1-11 ... ... � _,_ __ , I ,- I i I 11 ; ; I i ! I . I I I . I I -------I'-- _ ___.___�, __ , I 1 , � ­�_,__ " - - _ .11 -1- I !11 . ii I I ---,--' I -1 I ! I 9 �' , � I � I.- , L`1_1,___'_ �11 -0;t, reenk--,i:�o ­ , ­­_ : ,-1 14 , - "-- ­.- ­­­­ ... . ....... --1-11-111/ 11 ,,-�-.",----�"--,.-"-,�--.----,��-,�"---f, L_-__--_-_-----_-_ . - I , r­­�,­-­­--_7 "I __­�411 � . � V _% 1: � . I . I it 1! -` , I I r, " , t -_ �, - � i i ( � , , 1�f , I � I ",,,:, : ! I I I I! - _ , __ - - I I -_ 1 11 � \ f , , I I 11 . t 11, i !J � -11- ­­ --_11-11-- -1 I � I "/ it 1, ,,,, - ! I I I ; I , ., - i I � ,,�,v! !, I� , i , : I I I � ,0�­ � !, 1. Install all Slit Fencing in SE and SW corners of property. Provide water and hose for Constructior � 1i - . � �, , 1. I I ,-,,, : I I I , - ! I I � , , 1, ..� L� I i , i ; ,�� "� , ; ", I " i ,� � I ! i ", . i I " - It r � I �, � I 11, �, I il r I ; -1, " � � � - I � � -11-1-11 I , � � . I 1 i " I � � Z L I i I 1 I I I i ­ : � ,� � � r' i� � " -­,�,,_ ! r i /� i 11 � ; � � 0 1 , ; . ,,, P, � . � � r I f - - ��f� -si 1 Entrance. (B t t, A I � � � ­"� I � ! r / , 06_� � I b - - I i I I � t ! � � I � I ; : i 1 i � � i� � i ! C , I . I i _4� I , ­;­ ", -,-- ' i , _1� I I I I ­ - 11 , /I 1 I I ,,, "I i � I I- k, _­,�,.�,,�,_�__-�!_�,,, � I I i 1, 1, I � I , " I " � � _�,f ... -- I - --- - --- ------- I - - , , ,­,�,�'_Zj; � ff Jr � __ � - , I W-- !! t'. 1 I I ii A � � I", ; ,� J � � � 1 IT , � I � a) I io I �, �, 1, 11 f , I t I ­.­ 1; il,� _� _ �. / 'L 1, �,.,. 11, I I U_ I 1� � _�, I_ - _.- I ; ,� �, � � _." r i -_ ___ - i 0- . 2 ; � ., , 1� � I :1 � I I . 1. 1� 111 I i � - I I— � ­_ i i . . ;; ;i '_,_­ � � I iil, i - i ii . , A , � - -_ - i I li­­- -- -- - - -- - - , , I.., 1-, -, - - I ! ;y, !,r � I i ,,.,r I � � ��, I t I , , � 41 . I . L i. � 2. Construct Inlet Protection around existing inlets and use existing depressions for ponds until the 1. . It I ; 1 i I ; � .� I �", " � , v . `0 9 � I ­__­____ -11 __-__-111-1- ! I i � ,I - , L I I , �� .",I I � � - - - I - I'll 1, � , � . Z ��,� � 0 , I 1 i � I i x - - , 1, er detention piping is Installed to a point at which it can be put into service. � i 1 1 I "I !� ! , I I permanent stormwat - t I � I - I i i �, i " � , �­`, 0 i � 11 �� ., i IK", I !i I , , : � i I ; � ., i r I L I . ir I \ ; . T.M. 60 Par. 46 Iti.. I , , L � ,� r I tt ,;�, I 1 - �Ii h 1, � I=r � i i I it ", �i I I I .4 I C � , I I I � I I .1 , . r � 0 , , F i q 1 j � I 1 !! ", ; � - 1, ,� ".1 III, I 1�._ I - ii I I I'll, ... I'll ;! " I , [I I ! I , , ,_"____� 1-11--_ Al �j � I ; . i i i I 1, �j � 11 � , 1 Q��,',,� ! - 1.1, -� - . ". � i � � I � __ � , ., I I 11, Li -1 I I 11 ; I 1, � � ; ; -west corner of property. �n [�i �. 9. I ­_ � --, ,,, ­.. --.11-11 �. i! i H ti - - - - ,. i i � I I ., I 1. ; 3. Construct temporary Sediment Trap in south . . . g . 11 I r - 9 _1 . r - ! � �, ; p '� I I & "I, ; � I ri I i : � I "� � . � 11 I i � I , I I . . I I " � 9 7 1 t ly� , - I . . � sl,� -., , i i , i � I � � o � 1, r ! L �� ---r �_ __ I i � 1, , �I - it i� " I � t , Welford Ross -1 1 @ 1 , , � ; , !! r " 1 � 1� � 1 11.,_11 �11 I - � I I I . j i i it,7 i "Ill � � i 'L I .� '' I I 1� I I � I I I � I � � . !1 � t_1 � I , � I � It _______ - "" . 11 I -, I i,iW� �,�.�,__________, i, \ I i I I 1:1 , I I 1 �,N 3 ,. ` I . - 0 ;I i; i � I i - _� i i i I � i I � I 0 4. Remove existing tennis courts and construct temporary Sediment Trap in south-east corner of .. �6�_, I � I . I I J I � i i I I � . EB ,,uflil d i n 9 I i ,I _�., I -, -,,,- . � � I I I � I I I � , I (I- ': ; � � , 1 ! I �Ii . .11 2 . I - � r i - ,,, li�,�, i , � If - . __ 1 i I i I � 1 l � � l � I i 1� )i ; 1. property. , i: I I .- - � �., . " � i I I ,-- � ; , , J I , - . �! " � i I" !I , i � , I i . L I It. � , �, I I -, I � I I 'i I I � I I � � I , . i, H . I � - " � Ai i �_` � 1� .... 11 _. - -� ­- �11 t I � ­` � . % " i " ' " , I � - - I'-- 4 I i , Zoned C1 I I j � . I I I I Q) � I ___�__ ! �_ 1: :i , 1_ , -111- _'. I @ S�l I ­..��. I I ii 1, , , , 1 4k 1 1 1 I i:-: ! " � n',g � , , � I : I . . , i; + . - I I I , r i 1� - � � , � Buildi `;� � , - t 3 Si'orey , @' s, , I ___�� � - I � I " 1 � � . � I I , � � ,� � � i, 7,--, ; i,�-- �, , � � I , i '1��, � � !1_L+ �� .1 , 1i i! ,� i 1,-,� 1 N I i 1 77/�7 i: �,,� � i I � " .j 41� 1. I I H� ; � 11 i I . � ,� L, ; , i � i � I i � I I , I � 1 '/ .� ile-n11% 11 , ii , � � � I s I - i I _11. + 5. Start new outlet construction very near the existing outlet and install detention pipe as . I i J 11 � I � I-— I 11-11.11-11.11 11-11 ­_­­ I I I ,_ -',, - i I L � ' , 4. . � � , / , � ,,, 11 I ' �i 11, J ! � I I , �' " .�', ; �1_ t -1 � I - �� I I � i � , J� " , 11A � ­ i i I , , , � � � - , " '; I i I 11 ­ . ,,,I e � , �ky � "I. ,�, "�,/ � �� i�'! ,,, I I I I I ,� I ", " 3 Slia,! ' ­­­ � I _ ,� /-:n-\ i � -11-111-11.1" 2 ,367 SF , I � � 'r ),� i ­ � 1-111 I , - - ; � i , � , �,S, . a i � I construction progresses. i I I ' ' � � . I ;A,,� i I -, , L ! � � � I � , I I ,� ;i L'� I � � I , . i 11 �,�' r " I ;�I�',' r - ; J ­_�l ! ; I �11�' ,.. ­ � : : 1_'� h: �! t� 11 � � , I � i'l - I �_,­ 1� � .� r _�_y' ,:;I i " ; i I 1--__ , , , ,, - ,- __ '' I 1i I I ; ;� I , � I t I y I ,� I lit- il I . ,- I , I 1 1 �,� ; ._ S , ",-I. fl� I \ / �, ! .� , ,, "N �v , !P- , -I"' R ,-= , 8 0 -, 'd � �C�� �, 1'6�_ _' __ ,; t ,� i /_"A�11 ,� � ". _'! � I I I ; �/,"", ,� � �, V 1 1 ,, � I ` , ' -'-'- ' ' , �� , , , ", " 1J, , , ! - I 21 1 ", �3 067 !33�i F - ' ' - , - // ,,;� _. "." i, 1 L� _? I I - , , , 11- �. I @ I W I I I , I , ) Y i i ; .1, .", !,"', 11 . I I I � ii�-ttl I � � " 31K � e 411,!" r i ,� ! �r . I �� � '' , I � � I I I , I I H I , ;, � I � �! � I 1� I I , � I ,,� , 6. Construct inlets No. 3 and pipe to the new outlet, and construct inlet No. 8 and pipe to the I , � . �, __ i I 1-1111 - 1 . � I I 2 I I : Z , I , _-, � 'Meap, HeigInt eq4 SloOng Roof-- 35,00' 1 I_ - I � 11 i I ,__ I C !, , I Q11), i I , � , . , � 1 , � lii,,fli� I I � � I I I - � � -1 - I I -,r � i q � 't � I , Ft,, --­ 55 T 4-1 I , li " H l I I �` ; . . , I -11",-, r , ; i i Y �l F, ,�V P.I.." 11 � I I � I �, ,, �I � , I I I � � -1, "'; I I I I 1�ii , � ,� I i � I I I � � i) I ... ­­­ ­ �� I !�_,� i "I south-west Sediment Trap. I � I IL I � � , , 11 - tx 0 I I � � I , � I I ; , I_- � - ­ . , -_ I ; � !� I I I � I � I _: "I ; it i -1. / i I I ,I i(-,,,! �� -,��111 � I i '' � . 1. ! I - , � � i,� I .1 -11 It , 1. i � t I I I k� : . , 1, � - r. I - I 1 �_, � i ! __,, I I � � . F �, �'i f� .1 iy­�,g Roof _-:-,,_, 35,00 ,; 'ji 1 I � �!!, it � A - I I - - � _­­ � � � 1.fl I I "I � , 1-1_ � � 6, ", ht Of SIOPL / , i � � .-? " - , -1_111.1 ,� ` , I - 1. I...... 11 � �­ - I I _ `1( - � '' I , I . P - I .. , ! , -, ­�r 51 " I . 'iet, I I - � , ,,,"r","�',_,',"L-,",,",', - - - - - - . -i ... �'­. ,� . �/ �'L i !� . 7. Construct Diversion Dikes along south and west property lines to conduct water into Sediment I t t � - , - 1*11" I i 11 I I " ­­ , ��,_ � , , _ - - , ­i�'�, �,,��_`� I - � - i POiepn IlHei ,,, 1 ­ - ,� � '� _Uwf,__,�,��` _ , -�,�,;',',. _�L � ­,r� i 1--'i ��,,r � " I . o 1, I . � ;1,1%11 r,,:,� �e­�,, '' �, 1, I " !J i I S ". I i 11 I - I I : ; � - J! I , V _ ., � , , � I , . , I , !.�, 1! 'r, , , !i? ` � i; ! " - .1 � ,� , �, - 11 � , �,, ", - _1� �A� � - ,,, b i� I I � I . I ,. 1, - "�, _ - I . � ­ I I �N`Ir�', 1"_ i4p­ ' - - J�',,�'] __�� , � �1` � fl �' � . i _,;�;_ __� 'i \ , , � '_ I 11 _�� 1, - L'.�,, -,Lri,�,:,'� -_,,, �t �, 1. I 11 - 11 - 1-1-1.. 1. " - __ � I I I , I � / I I 11, Traps. . �Iz - 11 1, I A I � ; - , I - I- � f f i i t, i ��,, `_��Ni . . ����-�"-�t��-,-,�,-"��L�'-""��,,��'� _-, __ - � � � , 1�_ " � - _ � � _ _?�," ,::� 11 � I � � I , "� .�. � "�,� �_ 11 � , I 'i .1 I / � � _­ 1.1, , I ,,��"'�filr 4r:i��'� '­' 1+ � . ­ .1 1, I � I I I I � , 1 1 1 ,� ,,, 'i , I I I , i � I I �, ; 11 - - _ I ; � I L _ , " ­­ � _� ., Il- / ti - r ll, - ii i - 'k ,,,�,�r,�,,,-,�,'e�,i:,-����-�,�,�,,,,�,��!.,�������r ". __ � � " � , i 1� L ",,L ­, � I r , 'A i 1 , - ,�,?. � �_ , � � ", I , � Z� �, Im ,. - I i i� )i i; I I � I I/ 1, � .- , - ___ 1. j,i t! i� / :'1�,,`!-�_-�_,? ", . , ", - ... ­­ I ; Z, I 1, ? � , ""." -1 - 11 ,. , I I 1� "" , ,,,, � � � - I . . - �'.`L �­� I ��' - , I .� - " . 1� _' , I � � - I "I , I e - . ­�"� ' 'L`��',+­ - . q, I I . I � � I,-,- I 1- ­­ J � ii - o i� i, 1,i�,; , , , , , � '1� .11, _,�, ,, i� '­ ! � - "'i I , ,:17� . 1, / ,,,, 1, I ,­­_ I", "If".11 I I I 1� "I �, 11 . �' ", Z � , � i -r 1 i � 1 1 k7i, � ���;�,,'I"i�,, ,, �%,.-,,��L�K,,, 11 t "' - 111-- ,�I, 8. Install Silt Fencing along route 601. , ,I'. IL Iff I � -,,, i t �i i , I . ; �, "i � � - �, �� '�"�"_ .­,'­ L __,I,:L, , � " , , � , �. , / I ir Ili -- " � � - --� .fi,, , ��,�,�",�,-,,','-,�,-�,'.�,"���.,.,�,�,�',�,',�,��,+,-- / I � -1 � ­ �, w [�r,��P: li��,��:,�41:�-­ .� I , ,�, ___ ­�: --- , I :,41- 1�11 ` ,�,�, ) - I - , .,� , - ; ; �,! - �1 �,,' . i , I � _ . � , ; � ,�L � , L , "_ " 11 'L� I I I I -, - - , li : , , � % I �, " / � __1 I I � . � � i . ! N_� I ,-�, I ­� ! I "I'll I , I � I I , i I " ��­` �,;,I��,�'��,',�L, 1'�4,;",�_'� ��. '' �­ �'r � ; 11-1111_ I , " _1 % �, r, , � !; ,,..r � - : . t�;�, , : ; f 1. I ", � il, i S", . 11 .1 I � ­ , r 3 1 " i,,�� ��',�', I I I I i ,I - " . � I 1. ,, I ., i � � ", .1 `�,_��,�,��,-_,�,::i;� �� -�,��_ 4 11, . � i I �, � r , al 1i I ;i i 1 I I ,�, , ", 1) , 1, I I - ,� - 1i I � - , I �, , I i I 1 �, i I I "'; - -­ ,- --�� % r I I � � �1, 9. Convert surface flow to new detention pipe, remove old pipe and complete new outlet. I 1 ,,i�_ � �­ 11 . I / / I � ! � � - H 1; " !i ,"I _,__­­­ ��,,�,,,,� -"--,,,��i,,;,� - I ; " I . , . . ,'� i I I / -11'r I � I 11 f 1� I , 11 11 1 � i � � �, I __ ""' I � +1 - ; ; I -1 , � i i ,�, � .- , ,�� - , �_" . " ' �%:�'2��, , � 1, I 1, `, , I i ­ � 11. 1, 1, 1 3 - I � I _�­'�._,,"-�,_.,i'%�2� ,', - I � I _. � t, I . - ��., - 1 / H : 11 ! I "" .1.. � I - I—' , �, ,p : 1, I I I I . . I t I 11� , 4 t � I I I , I " , .1-1. 11 I I I � , :1* I I __ �� _ ,'-,�,�_"','�,`��,, , ; I � � I , . 11 , 1, � , , , � __ , I , , .1 , I . � i i_.. I . I � I _11 - �" ' , , � I r 11, - I " �1�e v -,,,, I +1 ." .� 1-1 I i , — _­_ LL�r __;­ ��,�,�, , I , 1 " I ,_­­,", - , I - 11 I , , ,��,�,��-r,�� , ��, , ;� � i I I i 1 1 ; � , r'�� , , L ,,� �,;�­ 10, ", , �, I , 11 I . � ! I , _ - . - ___ '' - , ", . 1, : I I , � 10. Clear vegetation from property and construct building pad "A" .1 ,� I I I ! , - ,I , ,,� , I , I 1_?,,�� I -1, I , �; iI I , -, -­ �� 1� � I , , I / , I ill .It, ­:� �; I 61:.: �_J , �, 11 !, - I � , , �;� � -�� ��, , ! - ­­ �9 - 1', ._�� ",C, \1, , I i \ Pi I , I I I , ! � .� %,�:,,�;',.�;�, .� �,� �i��; , -%�;�,�i�'��.,,�V, I I , ", I � � __, - � 1 I � I " � , - - .. , , , � , - ,'' i I ? i I �� r . � i � � � " I :1P 1, � �:::," ,_�;��',�'t-, ,��, I .", � I _� - ., ,+ - ., 1. l 1, �� �, '1� . I ,,, "I I i� I , , ,.���.o , ,,,,',,�i��,,���,+,.�,-,�,�"-,�,-,i ! 1, I __-1 I � I I , , � , . � � ! � � ., i I - I � i I WAN 1 i ,�L �4`;��::�,,X,�;.,� ��­ l I , �4, �, �',,'�� ,. I I � H I " ,L��:�;�,�i,t, . , . � 11 ; '' , , - "' I " -,. , I ,� , , I r i 11 � � , ,:,� �,�z,'�--'��'�-",�-""���-��,+-��,�,,',,'�"�if�,��,,- ." I �It �, I I 1 I �, ­�! i 1. . 11 ! i I ! - I ,.� i i ", 1 lil- '. I ; � i , � 11 �1, � -11 t �, � � . . � I 1 , I 1 1 � I , I 'W11-', ,., I, , , ,,, " � __­ i I , " -1 . _1_1_11,:��P � i I -_ -1 __ _ _­ - _1_-_-_-- "" - _� ­��,4;IZ..';i� i . � e I i *�, P � I , 11. Grade site, entrance and perform road widening. ",_+ 1, ,it 11 ............ __­ I)--- I �I '.1 1.11 � , I -- 1� 11 i I � - __11�__, I -�-.�,-""-�--���---�---.-�-",���-,-�- , -1 � - r L , I , . - I_11! L--�1--l-l-�1-1.1-�-,-,.--,�.��-�,--��.-..--��-, % ­_1­__k___.____1__._._.il i , Phas ,11-- + __--d I � " "I ­-�,10�__ '-"1,-,-_ � . N I 'i ,.- �� I I ",i_!:-:",�-,_ � -1, �, I _--_-_7-___ I 1. I ,�.,e i t !� i ii _1 --11-11". ", *.,�­ � - .1 i I I Ji L� � 11 � I i , ;,� ­,_ _­­ " __,�;_�, -;�,,-,,�,,,','�,,�--,�;�,-�";"i �__---­__--­-­T_1­4 _1_--_!, ", I . I , I .,__­­___, ­1� i". ii � t� ,jr��,�,"';;.Ir � %r':",, , i , 1 ­­­­,��4­ � I �, . I i -111-1 11 " ,- Il 1­7r��­'�,,%,.r , - , I "'�, '11, ,,,, 1, � _'�-­----_­_1 , __T �� I � I 1! I Z It H , ,­� ­_11-l"."r i " , _1 _.1_11-1__--_-_ � 'i ..... 11 , � " i , _,�';�v,,_ fl "I ,�- � - ; _ � � � � ,� I 11 "_ , 1 , *,,� -.,"i,�­;s"*i�,�l ., � ,��%',� �4 ,,�' 1 12. Install remaining stormwater system, with inlet protection. i ; �, , 1, ,� 1-1 I - , . -'I - __, � , ", " � __ 1, ­­__­,__'­­__�r.­ 1� , i ,� �1 ; �, ", �'ll",�r",��.�i����l'.�,��'..��I ,:, - "'i-, ,��i',,�,-�-�,,�,,',�,����,,�,,�, � � � 1. 1-111.1--.1--, , _­_ 5 1 � " it H i - 1 ,I �"� - , - ; , . ,____ ------ 1, I ; 11 - . ,b, '6!11'i�,z 1� I I -_ -_ - - i _­ - ,; I I ,�w I I ), -, 1, / r , I �� I � M I '', � "� - - . , I , . , I --.1.11-1. . I �`�11 i i �, A A " � ". I M ___ 11 It I I - __ -1 - ­ I—— ­­­ . ... ­­­­­ ... .... ­ - I . I.. I- __ 1, � - I i � ! - I � V�_;�,­__; 1� _ � ­­ '111 - ,11 I I J! I _ ­_ ,�,.`;��;,�', ftfl,�', ,�A. rf,:,��, �' ;,_,---.- 1. _-___-1-- / 11 / i \ . "I � 1, I'��,�,,�l-----.,-�l"-.---�,��,�, '_,__­.__­_ ­­-, �, , - I r , I 1 r "I �,`�I�'-'.,�'�, -,�, � 'I __ �.-'�­�;t�-,�,5 hf'�E��,,:��,ir":,�� -580,i3O 1 I , I � - . I I �._, I ,� I I 11 � I -.11-11. -11 ! - . ,4 � I ,,", � ,',,�'.� -;�� 1'�` �1,irf' ,��, " /' � I - �, I � -, I . I . It / i; !I I � -_ I r I I , � ­­ I , I i -11. -I -1--l" ___ I ­ I a ? '14, , , , , - �_,; I I ­ 'e i, I �� - -i " Pil, /­_ , , ��,, , I , . I 1, I I , �, " i� � , � , �, ", �', , , / 1 1 % I 1 I ,� � I 11 - 1. 1. -1 - , _.. 11 ­� i , , wk, 1 - i , - ­ .... . . I—- I I � I '1� , ,��,�­�,;: , , - I .1 13. Prepare site for stone and paving. - � , , ", A , W:,� - k �% 1�11 -1 � � �;7;E G'O / ', � r , I 11 � I , � , 4 -11 �, I - ­� i / 1 4 -1 A - ��:��,,-'+.�,',,`_�,flj� ���--',"'�,,�,�,�--,,"�l��L�"'�"1'-'�'�" ;' ��.,� ,-,��,",,i�-,','.,-,'�,�,'.,,,,,"l, ­­ --- ...\__11___:::: --- ---- 1,1_1 " I'll, � - ,, � ., ,� � " _�­ - �,, ,,, � - I , , , _i �- I il I I it � 11 _ - " �� " - __ , - . L ," I " , I � 111, � r "I" '1-11.1-.1 ''I - " - ,�i : I � :, _1'1� ­ ,., I _1-111 1- ­',�� ��-,- - / ; ", 3 ! � � J � , ,,,,�--�.-�".X.5.7,.Sr,.Zl��,.�I ­.. I --I-,-,-- __1 I- , - 1 - ox, I � I �, �.'.'L � "I'll' 1� �V. ____ - ' ", r , ­,�,_­­­'it"_ - .1 r'f-n&, , � , I I I � �, � ", � , -1. - ,��,:_., � I ,,,, �..: I � I.. .- 1. -.1 11 _. "I - I I.- � 1, , � i- � ­ _­ - ­ ... �-__ -_: �-_� - � I ­ -1 - - __ - - � ,, - - i , � l.a 4"t, 2, j, - , � ,11, ---i, , 1 "" �, � , ��'I -1"�""I"'�,-"f,-���l",�-""�*� � , 7�_­­­­­ ,�. �.', - . , - , r I r � �', I I , I I I _,_ , � "I � e � i , , "�� " "" ,44�' L .11 , _7111�1­11 ­_­ 1 1 _1 I ? f "I I � " - . 11 _­_� �4.�,,Z,� c',,� �,�- - - ­­___­..,_­­-, � %� � , , � I � . j � � � ­�_­_, t;_, _­­ '. i - ____1----__'4 , ---------- ______ _4-11.111---t -1 , I I "i I,,: I A � I " C� - - �, 1--:_-_ , /11 -1 .1 11 , I I � , � it 'i,5. I I— - 1-1-11 _.._____, - ----11-----11' I " 11 �­�.,, � ,�, - IV. ­­­----­ I I 1 �, / I - 11, I I ,,,, ,,,,�; � � ; w I it ­:�,� ___________ ----------- ­­,. 11 ­­ -­ � _',­_­____,_, . ,,�..­Jf,: , - , - �, -�i4,,,'�,,,� ­ -1 "", -, � I - �, . L i � ' I ! I - � !.,' , , I ( , ; � Li 14. Remove SE sediment trap. Prepare for stone and paving. I , � I I I'll - ­­ ... ��, .- I - , - , I ! 1 �,�'._'� ,�� I', I, - - - - - -H ,,,,,� , I � � r I ! " -,,, - I I i , � .." ��, ___ _A, _ '_ ­­ � " _- ff!'-, _'-_:��, i , . __1 - 11 I � - I , i ,;i'i� I i,l , __.- ­­­ _­­ I " _,�' i I I I ,,14 i , ) ,_ ---- - ---" �, '' I �"":i,'..�.���.+r.;L.3,'I:l�o����,f ,­ ji"�, �,, � i t , '�""," I/ " 1, I - , .Ii -, - �,-�-:�i ,��,,,,�_i, I I , I - " k I � - ­. : , ��,­, I -_ -_ ­ I I It � li I ,_ i,-'.-_ ­ r' L' � '1� _�'��;"__. �,.'.`.'��!,�,��'i i '' i I i, I Z _­­­­ " - 'L I I - � qp I, , � ------- ,­­­____ I I -1 i I ! � '�, r' I,"," I -,-,i � - .1 I " ___ . 1 � ­­­ . , _f, - , -_ I � I �_i, r,--,,," -1 __ .1 _­­­., � " ",,r- � I � ,,, i ���l,'�ll-�-11.�-,-",,.--,�--.�.----.,I �­r i" i . I - 11 , P I I L -, , _�­P`r I :��,t,�' � __ I , � J - __ - - - ip ­_­ � 0 ' � ' 'I�'l""1-:-�"l�-"',"'L"-"'�"- .i � ,,,, __ ". - )" " � - 'k �, I'm " ,t -, " -..-- ", �, �,�,�",;,�-,!­, � I ­,' ,--,-,,-,-. i �, -, �', - f,j i � I I I _ I.. --i ; , ___ " ­� I "I, t '4,�,,, � - � f'! ­, � i I I i I . , � � r- � ., 11 I I i �� �- � lir �'� � _,�!t���,, � ,.""�, -,, 0 � � ,,- 1 : , I 1, , � , I � i � I L I , -_'L . ! 11 ; i i " � . " , , - �,: "r � t i i I ­� ,_, ; ,�� T ' ' W�0�- �-' ", � � , � j r� 'e �" '��"�j ' ' , - , � I ­ J _­ , _ _,.,� " "'.11 1, i 1 1 . " , �_: IN ��, s _�­­' - : .. 11 " r � -, � , -""", : 1 2 . I ; � - ; I � - - Ir , - - - 1 " � i j L . : � I "', '1�1�, , _-_,�� :i�' : �, � 1 ��`�:�� , , fi., �-" r, `� , I � � _,",�-, � t � , I y �-�� Z , �, ", ;;" �,_� -r. ';� ...... � � ­ .r " ! I ; , ; , - _11 - � �< ! L � " , - - , ", , - , i I ", 1, - , , , _ i /, i i . , I - i I I I I � � , , 'i - 'f ­­ - - ',___­_ _��, , / L .,.'. it , r _ 1, F, I - - " Piti � 1 j , - I / i � � - I - � i �', 1, , ".1'. - , 1 i i � � � 1 1 ", ;1 �'­­'qj � - I 1''. ",__ -ir ".___ .1� _1,11",�,�, " 11'. - ��,,�, ) i , � , '-" __ - __:­ 15. Install Phase 1 paving, 11 , -_ , - � � , ; I � I I � ­,iy,�, ­­­­ li,il - -- " _11 �: _11 ­­ , ni� i", Tic)) 4:; ,� G ; � i , , , ___'..." , , .� - ) - I �,V 'N , , . , � � I I 91��, n j - �, L � r, �,�­ - �,��_ t_j � --1 , I I , ,,� "_"��, ,� i� _ - -� , 1-,�� � � I �11, 'I', 'i , k 1 14 � . __.-t , - , , 1� I f " I , "', � � __ " i 1 / i i I � , .(17� ,,,,, i; 1. - '1�1 I I ­-,� ; - - - I �� I I t � I i I . - _ " ,� _,�Ir , ", I ! � I - , - � � - �)�, , � I 111-1111"., t I ,,,�',f��,�`�r!__ _P" -� , i ,y ,; � , I " ,I � 1�, , , ,r,�L­,",,,­, r _ �..�,�,,. "'�4,",�'L - 11 -1-11- I I . _ � ': 'J'"," -" �, I I I _/! , L� � ��,�" I I , " , - - "" I I _ ,C� '- I _!!,_�­ .I,,--,- _'­ � I I - , 1,1001 , ;, 4% i-1-11.-, I � �: ; - , - " 1 , �, 1� i ;I "', , ­­­ ­-, ,,,, i , - 1, -, , � ; if - :�� -__ - - , I __ �_. t . xi T- i . ___­ ­ ­"' . , " Q_ iI._ - 11 U ,�:;t. _�_ f.. , , - I I , � I! ! - - �,;. � ."----,, , ,�" , ["� _ "5� , I , Z, , � -1 I-— -11---, r, J ,�, , e i 1 4 i ! � i "'I"""" `,,',.:�'L ��,li:�� 1 -,"I !� � '. J1, , / _____ , - I I T", I - ­'­"�,` .1 I � . I _­ 11 �� ,__� - " � I " I I 1 � , __ 16. Seed balance of site for future phases, leaving SW sediment trap and necessary diversions dike _� __'. - POLE , t xf, 1 � � i I I � ­� � I I �� !� "' , I ,It',,�, , , - _,_­ _�'­ ­ __ SF - : , , " _-_ _ 1i " � , -"' t 'I ., , � , � ��'.,�,.g_, - I , , _ , I.. Rt 0 , �n - .1 - � � - ,"' S 1, I - .. . .... 1 , L n - 1-1-11- ... - I _­­�,it_­ , , CIE �`,� , , 1, - � 11 ,_ , I I ! j t � � � - . I � � /i , I � )� I I ; I i I' ,��, - � � I ��i 'I, - _ I ,�'. I � 1, - I I � , 1 , 1_',�� I � , s-, ,1,11 11, � L L 111;�, '+,�',',��.il, , ,�l �i,,1�!�`��,:,� ) - i ,�,L_ 1 1 1 ,_ " ,�_:" - - - -,�-":� . ; I i I -1 , ­­ � _-11"', _ - ,:__:,.� , � ��,� I -;,,, 11 i � < " � il -_1---..1_ i r: i i 1, _­­­ ­' I `­�:� -- - _,­ ,__­ ... - - "'.. _ _r , in place. 11. I , � �. , 1-- _", 1. � 1 ��, �,�,,�, / , ,. - -_ - I - � - _­ '_ , ___,�%4, - - // '�,', , 11 � - - -, % ", , , 'r 1 ,�, I 1 "". " � , �� , _ , ____ ! I " � , _� - , � I , "" "�. I ", , , , L ,� �_ _'­,� �� _� I J I o , ; � ! ", e, �­.­ ��_ 11 r - 7 I , I I e I , , . . i " .� " � - _' I I -L':' "I .1 1-1, , , � ; : I " i � I , '1� . ',-,,, .1. 1: ;,�,f 11 'I''- � " ""i, ��"_."��,,� ' ­`/' ­_ _­ ". I � - , 11 10 � I , ­ iV`_1_ " - `­_ 'L,, " - , *, ��,�, _�_, � __ ­�­­­,, " I, ;-1.__-1_-,,_ 1 I � " j,"'. -- i , , - � � ,6� � i , __,! __1 _'I � f - --,-,, .2so I " e _ 11) X "' r 1, , I 1I f_4 I'll ,/ I .1 ,Ai�-!77,7� ,_ - ­ - � I � ; -_:,-�,,,�, , , ­ ". I N-�' i __­ , " - _ � - :�� , le; , - / ! � I I __11 I ) I / , "' ­ -11 I_, , � , - �, __ 9, � - - I r , � -­_­­ ­ .-� 7 �,� --- " �trrl - -, � I , �, 1, r I I � � 11 � __,­ , 40X"i*­VAW� _�_ _�. __: L � _-1L � _-1L ." �o � I i I I / � _-1L r � i , , �4ii� 1'1� ... wift"'.*0 ;L ,_,�0A.0", , , , , . � ,�_ 11 ,� � f � e � . ." ­ I I C- '­ ......... t '--f - ­­'_ "'P-- _Jde ­­� , � �1_1i... _ � ... � ........ 11-1. I I �� - _11, - � f H , 1� ��C , , , , , -�,� _­­- __ - . . , , I I I I , " , � ".. - --'w, - 1'r -_ I __ . I I -- - ",I . , I - ; I I . I . t � it � H " k , ,�i�ct­l ,­ __­ , - 1� -1, "" ­­-, ,,,,,,,�. �,,�_ - , " � ..", � I ;! - I � I - , ,,�� � -1 ,,,,, , , 'N W " �""` - " , � "' I" , , " "' / I , , " , - z� _." " - I I I ! I , - , / � is - 1 , x ,� - - -, ___ I � I 1! 1-i"ni"i '" #W -Pir e`, 1� '_:__ - -1- "I - - � I , r ., _-, - � � ___ ­ I _ It -;;;;;�, - 17. Install Bloretention Filter in NE corner of property. \, "" , _ , �, _` - 9 , , - � - � 1 , I ,-_,�, -, � L � . I - ­ - , _,,., � 1;wc� ­� - - , .. L. ,-,,11 ... - .-, -, -11,111",_ ;;;�� , -1 1� "I" I I , ­ _ I '�11 1AR x4i �91 - ----- , � �.-,,) -, -c , �"­ , "" , _ __ ­ - ; I ,,, I I - � Z � : ; � I I /�11 - - - -1 I ­ i "" H i � , , , - -,-" , ­,", "' , , ....... L �r- 1 � " ---.,- . ..... � -- - �,;�- - '1- - , � I _­­ __ ,_ -�_z�- �,��,,�:-:', � -- -- ---- �­';�Ql 1 - u - 1, � l, " ", " I , . I " I i ! i I i �,711 I � _ ,��, ­­ _­­ " I - - 11 'I S , , , , i � j j , - - - - � 11"', -2. ? 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""', ,'_�,.�6_1.,,=,. mn_ts - ; 004� Qftft *41111b � / / ""Ift *144b - "111111116 **Akft *aft "Wo "%b *4% T.M. 60 Par. 45 A(1) Old Ivy Limited Partnership Residential Use P, P15 Erosion And Sediment Control Plan 1 "=20.00- _T_ I Is 1 14 1 13 04% "oft* ftft� "i""" ffm� an"* — — 000P "1100- - oneiii, aiiiiiiiiiiii, — W111111111iiiiii, G� "E0E11111111111111110 ... Mo- 00.00� 0 20 40 6_0 80 100 Contour Interval = 1' I J I I I - - I I I - __ __ __._-_11 - I ­­ ­­_­ , ��� _. Site Plan Data taken from Physical Surveys as pi�epared --- �______ -.- __­.___­ -------- - ----- I --------- - - ­ - - , ­ - 11 � ­ - I __ , -_ - in by B. Aubrey Huffman and Associates, Ltd., Civil Engineering and Planning I I ­ - I ­ 11 ­ I I'll _1111111-11 1. Charlottesville, Virginia __­­ - - ----- _-_11. ----1 __ -------- - - 1-1-1 I—, ­ ­_ ---... - __ , --I--------- ______ ---.1- "I --- i - - .. ! I dated February 22, 1983 and November 12, 1997 � I S", N � , 1i I k I �\ , \�� 4'4' I 1, I", k" �.�.­�:�, I � ,��, I 1, NN � `�, �, " ��_� � , I ; � , �_1_111' .. "I __ .. I "I I :t I if � t, i ! �il . � � , _ , - . , 1. w - i i ;, , , �� , �� -A __ ,� I-, `V, I - V. ,�-�-,�,J�� I , I - - _­ ,'� ?- , .� .-� I �___ ,"�\, AGSA Comments , , � �&,! T% Consultant I John W. Greorno., P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel. 804*293*6959 (Original Site Plan) L Owner Richard L. Hunley Caroline B. Munley Suite 1 6 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: I Sianature I - Project Information Jurisdiction: Albemarle County, VA Magisterial District: Samuel iller . 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: 1 00 PSF Root Live Load: 20 PSF Ground Snow Load (Pg): 25PSF Basic Wind Speed: 70MIPH Wind Load Importance Factor (1): 1.0 Wind Exposure: Exposure B Building Official's Approval -1--- ...... ­­­ .... � .......... � ......... ­., 1 : ; I I � � Approval ; i i I Stamp : : I : i : : I .... � ....... � ..... ­­ ........ ­­­­ ........ � ........ Building Permit Number �\ I . . - ., , , ,- X�X./ e,��,,,i,��,y �,,j��,;-,L Mapr/� 11-, - \ ,L4V11ciInity ,<,,'/, , - - , I - ;W, � 'Fftr � , 'Pvq! \� /� '� - , �o"o I 0 X'i, - ��, I � 0 I - I i / �­ �', Old lVy d. J - �! � 3r, �, 1 - / ',/��', , / I � JGG Ay I �� k , �0 �, - _� 5- 3ite � , I , ,, 11. , - z , %� , - , *71 � I' - 10/1/98 I - V. ,�-�-,�,J�� I , I - - __ t — I � -11_ � i ,4, _ , I ,::::::: Late u5scripflon Mark 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 10/12/981 AGSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final AGSA Comments JGG /15/00 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions JGG fe ame: a men . A 5 . 12 1 11 I 10 1 9 A a 1 7 1 6 1 5 1 4 1 3 1 2 1 1 USE OF THIS DRAWING R M . DO NOT SCALE DRAWING.The Contractorshall take flelsimeasurementB and verify field conditions and shall carefully compare such field meatSuremonts and conditions and other information known to the Contaictoi with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wit mmucati.n fu�mshsId by the Owner and sh.11Z once report to the Architect errors, inconsIstencias of omissions discover . the Contractorpetforms any o'nstructori activity knowing it involves a recognized error, 1-onsistenq o r mission in the Contract Documents without such norc,t to the Architect, the Contractor shall assume appropriate responsibility for such performance and shall bear an appropriate amount of die attributable cost The intent of he Contract Documents is to include ai items necessary for thr P.P.r excou ton and completion of the Work by the Contractor. The Contrac Documents are complementary, and what is required by one shall be as binding a' if required by all; performance by the Contractor shall be required only to the extent consistentivith the Contract Documents and reavonalsi inferable from them as being necessary to produce the intended results. �rn case of conflicting requirements, the more stringent and/or costry requiremei shall apply, without change to Contract Sum or Time, Organization of the Spe ificarons into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Worl am ong Subcontractors or in establishing the extent of Work to be performed by any trade. Infounation shown on this sheet does not authorize changes to Contract Sun or Time unless stated in a separate letter or Change Order. Intonation shown is =to the requirements of the Contract Documents, Contractor is respon cmt sIons which shall be confirmed and correlated at li site, febricas-rn proc.cisac, te�hmq­ of con.ttuctiton, quourflies, he coordination of his work with at other trades and Subcontractors, and the satisfactory performance of this work. I A - 8 - C - 0 - E F COPYRIGHT NOTICE This drawing copyright C2000 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: - I H 44 1 i — K — L — lltil� — N — 0 — 1P r 15 14 13 172 Line Swale to Bioretention Filter with Soli Stabilization Fabric, EC -3, VDOT CG -2 (Beyond) Note: Taper Curb to Biofilter Inlet At 2 (H) to I (V) slope New Pavement 8`1 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, D.I. - 1 Line of Grade Beyond M TY 4 % . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . V % f f % •% % % % r /* C % /* % % % % % OK % % % % % % % % % % % % %F f% % D 6" HDPE Perforated Pipe Under Drain Z 0) NOTE- Crushed Stone Surrounding Under Drain Shall Be Wrapped In Filter Fabric. Z Stormwater Piping 9 F15 BMP: Bioretention Filter Partial Cross -Section NS Ref: Center for Watershed Protection I L 4 I I I 0) — 180 �,-"-,g gzg 7­� Bars —`r'R—ars 2 x 4 Treated Bottom Rail 2'-4` 91, #3@32 " #3@2 7" 4'-0" 2'-9" 91, 44 @ 32" #3 @ 27" Finish Grade V: 7 JGG 11 0) — 180 �,-"-,g gzg P P15 Waterline Section 1 10.00' NOTE: Vertical Scale Exagerated: 1" = 2' 15 1 14 13 1 12 1 11 1 10 1 9 AL 8 2 NOTE: Where difference in is in &-i Bars —`r'R—ars 2 x 4 Treated Bottom Rail 2'-4` 91, #3@32 " #3@2 7" 4'-0" 2'-9" 91, 44 @ 32" #3 @ 27" Finish Grade V: 7 JGG 11 64" 3'-8" 10.1 94 @ 16" #4 @ 30" M "n "R's, "n"'a e"l, n"_ 2 il 11s, "A*', z�` 5 i Z-` s- 'A4, 1"e; Z o "K 0, V V0 Alv 4'-2" 12" #6 @ 24" it v5a; W" %iw e a _9 a K5 m 7 01 ftn", ;g c.;,,� i✓ ;y,,nvo t AlbCo Comments Revisions, JGG 1.110 N_ewr_e_.S—fteAmend. 010 . . . . . . . . . - - - - - - - - -- 0 IL .2 L 1 0 10 20 30 0 0 80 90 1 1 0 1 0 110 1 0 1 0 1 I 0 110 1 P P15 Waterline Section 1 10.00' NOTE: Vertical Scale Exagerated: 1" = 2' 15 1 14 13 1 12 1 11 1 10 1 9 AL 8 2 NOTE: Where difference in is in &-i Bars —`r'R—ars 2 x 4 Treated Bottom Rail 2'-4` 91, #3@32 " #3@2 7" 4'-0" 2'-9" 91, 44 @ 32" #3 @ 27" Finish Grade V: 7 JGG 11 64" 3'-8" 10.1 94 @ 16" #4 @ 30" M "n "R's, "n"'a e"l, n"_ 2 il 11s, "A*', z�` 5 i Z-` s- 'A4, 1"e; Z o "K 0, V V0 Alv 4'-2" 12" #6 @ 24" it v5a; W" %iw e a _9 a K5 m 7 01 ftn", ;g c.;,,� i✓ ;y,,nvo t AlbCo Comments Revisions, JGG 1.110 N_ewr_e_.S—fteAmend. 010 . . . . . . . . . - - - - - - - - -- "T. Ftaintorcing 31 #57 Crushed-St6irfe; Grouted Solid 2" PVC Wee re rr %• NOTE: Where difference in is in &-i Bars —`r'R—ars 3'-4" 2'-4` 91, #3@32 " #3@2 7" 4'-0" 2'-9" 91, 44 @ 32" #3 @ 27" 48 34 JGG 11 64" 3'-8" 10.1 94 @ 16" #4 @ 30" 6-0" 4'-2" 12" #6 @ 24" L_I42 25'__j %• NOTE: Where difference in is in &-i Mark grade on either side of wall excess of provide complying with HOCA Section 1021.0. % guardrails NOTE: Concrete shall be 3000psi, grout 4000psi. F�, % % Ji Al,N Final Revisions for AlbCo % 10/1/98 % Y '1w % % JGG co ACSA Comments JGG P, itlla 'Site, Ij 12/10/98 Final AGSA Comments % 7/15/00 K5 Retaining Wall 10/1/00 1/2" = 1.00' __1F1N6XW4 -- - - - - - - -Ir---r--•- P7 Junction 14: Modified VDOT J13-1 1/2" = 1.00' 1 - 7 6 4 1 3 1 2 Consultant John W. Greene,, P.E. 20 Canterbury Road Charlottesville, Virginia 22903 Tel. 804*293*6959 (Original Site Plan) I A Owner Richard L. Nunley Caroline B. Nunley Suite Is 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 E 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 lateL)escription 'Vicinity Ma 6/' Mark 3/13/98 ARB Submission for COA JGG F�, Final Submission To AlbCo Ji Al,N Final Revisions for AlbCo JGG 10/1/98 Old Ivy d. JGG 10112/98 ACSA Comments JGG P, itlla 'Site, Ij 12/10/98 Final AGSA Comments JGG 7/15/00 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions, JGG 1.110 N_ewr_e_.S—fteAmend. 010 . . . . . . . . . . . . . . . lateL)escription Mark 3/13/98 ARB Submission for COA JGG 7/10/98 Final Submission To AlbCo Ji 9/1/98 Final Revisions for AlbCo JGG 10/1/98 Final Comments from AlbCo JGG 10112/98 ACSA Comments JGG 11/5/98 Final Engrg Comments JGG 12/10/98 Final AGSA Comments JGG 7/15/00 Minor Amend. Initial Submission JGG 10/1/00 AlbCo Comments Revisions, JGG 1.110 N_ewr_e_.S—fteAmend. 010 M USE OF THIS DRAWING M 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 known to the Contractor with the Contract Documents before commencing activities; Contractor shall carefully study and compare the Contact Documents with each other and wit inform 'fich furnished by the Owner and shell at once report to the Architect errors, Inconsistencies or omissions discovered. If the Contractor performs any construction activity knowing it involves a recognized error, finconsistena or Mission in the Contract Documents without such nofice to the Architect, the Cont'actershall assume appropriate responsibility for won performance and shall bear an appropriate amount of the attributable coal The intent of the Contract Documents is to include all items necessary for in( proper execution and completion of the IV? k by the Contractor. The Contra - c , and 'he' Documents are complementary, a required by on. shall be as binding as if required by .11; performance by the Contractor shell be required only to the extent consistent with the on Documents arid e.-n.b W inferable train them as being necessary to produce the intended results. u case of conflicting requirements, the more stringent and/or costly equireme, -hall 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 Worl among Subcontractors or in establishing the extent of Work to be performed by any trade, Information shown on[his sheet does not authorize changes to Contract Sun or Time unless stated in a separate letter or Change Older. Information shown is to the requirements of the Contract Documents, Contractor is responsible dmouaiVa, which shall be confirmed and correlated at thal site, fabrication processes, techniques of construction, quantifies, l ushlig the coordination of his work with all other trades and Subcontractors, and the satisfactory performance of his work. I COPYRIGHT NOTICE This drawing copyright 02000 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: L M N 0 P r