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HomeMy WebLinkAboutSDP199700138 Plan - Approved 1999-05-07 COUNTY OF ALBEMARLE Department of Planning&Community Development 401 McIntire Road,Room 218 Charlottesville,Virginia 22902-4596 (804)296-5823 Fax(804)972-4012 May 7, 1999 Mr.Arthur M. Valente Legend Development Company 1871 Seminole Trail Charlottesville,Virginia 22901 Re: SDP 97-138, Seminole Commons Preliminary Plan Extension Request Dear Arthur: The preliminary plan approval for Seminole Commons (SDP 97-138)is hereby extended administratively for sixty(60) days,to July 15, 1999. Preliminary side plan approval was originally granted May 14, 1998 for six months, and extended on October 20, 1998 to May 14, 1999,per a previous request. Relative to the current request,I have discussed the delay created by the sale of the northern parcel (TM 32 Parcel 37A1)and its ramifications for satisfying final site plan requirements for this joint site plan with Wayne Cilimberg,Director of Planning and Community Development. Wayne concurs that a sixty day extension is warranted under these circumstances. You should proceed to obtain tentative approvals from the development review departments,working directly with them to do so. Only when the Department of Planning and Community Development has been notified that all tentative approvals have been granted can you submit the final site plan for signature. Please contact me at your earliest convenience if you have questions or require additional information. Thank you for your cooperation. Sincerely, c2.07"a4 Susan Thomas Senior Planner cc: SDP 97-138 Mr.Tom Gale,Roundabush,Gale and Associates yOF A frIRGINIP COUNTY OF ALBEMARLE Department of Planning&Community Development 401 McIntire Road,Room 218 Charlottesville,Virginia 22902-4596 (804)296-5823 Fax(804)972-4035 October 20, 1998 Mr.Arthur M.Valente Legend Development Company 1871 Seminole Trail Charlottesville,Virginia 22901 Re: Seminole Commons Preliminary Plan Dear Arthur: The preliminary plan approval for Seminole Commons (SDP 97-138)granted May 14, 1998 is hereby extended administratively. I have discussed the delay created by the re-evaluation of parking requirements for this project with Ron Keeler,Chief of Planning, and he concurs that a six-month extension to May 14, 1999 is warranted under these circumstances. You should proceed to obtain tentative approvals from the development review departments,working directly with them to do so. Only when the Department of Planning and Community Development has been notified that all tentative approvals have been granted can you submit the final site plan for signature. Please contact me at your earliest convenience if you have questions or require additional information. Thank you for your cooperation. Sincerely, Susan Thomas Senior Planner cc: SDP 97-138 Mr. Tom Gale,Roundabush,Gale and Associates C:I PLANNING I C URRENT I SEMCOM.EX T n\ COUNTY OF ALBEMARLE Department of Planning&Community Development 401 McIntire Road,Room 218 Charlottesville,Virginia 22902-4596 (804)296-5823 Fax(804)972-4035 May 14, 1998 Mr. Tom Gale Roudabush, Gale and Associates, Inc. 914 Monticello Road Charlottesville, Virginia 22902 Re: SDP 97-138 Seminole Commons @ Forest Lakes Preliminary Site Development Plan Dear Tom: The preliminary site plan for the development proposal referenced above was administratively approved. The approval of the preliminary site plan is valid for one year in accordance with Zoning Ordinance Section 32.4.3.1. However, a final site plan must be submitted to the Department of Planning and Community Development within six months to be approved administratively. If the preliminary site plan approval expires, a new application must be filed and processed. The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section 32.6), in addition to the following conditions: I. The Planning Department shall not accept submittal of the final site plan for signature until tentative approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions are met: A. Planning Department approval to include: 1. Staff approval of cooperative parking easements. 2. VDOT approval of ingress-only entrance design. B. Engineering Department approval to include: 1. [32.6.11 The plans shall be sealed by an architect, professional engineer, land surveyor with 3(b) license, or landscape architect licensed to practice in the Commonwealth of Virginia. 2. [32.6.6.d.] Albemarle County Engineering approval of grading and drainage plans and computations. 3. VDOT approval of plans and drainage computations impacting US Route 29. 4. [32.7.4.3.] Albemarle County Engineering approval of an Erosion and Sediment Control Plan. 5. [32.5.6j.] Albemarle County Engineering receipt of copies of the temporary grading easements or letters of intent to grant the easements from adjacent property owners. 6. [19.3, Article III Stormwater Management and Water Quality] Albemarle County Engineering approval of a Stormwater BMP Plan, in accordance with the recently adopted"Water Protection Ordinance." The existing stormwater detention facility must be modified to capture the maximum runoff and to remove the difference between post-development and pre-development phosphorus loads. Contact the Engineering office at (804) 296-5861 for a copy of the new ordinance and interim design manual. C. Zoning Department approval to include: 1. The Architectural Review Board must grant a Certificate of Appropriateness prior to final approval. 2. The plat to adjust the boundaries of parcel 37A and 37A1 must be recorded prior to final approval. D. Fire Rescue Division approval to include: 1. [32.7.6] Indicate the re-location of fire hydrants. Fire hydrants must be within 400 feet by way of prepared travelway of the building. The storage complex to the rear received approval based upon the present location of the existing fire hydrants. Relocating hydrants may effect the storage warehouse approval. 2. [32.7.6] Verify that adequate fireflow is available. Required fireflow is 2,000 gpm @ 20 psi. E. Albemarle County Service Authority approval to include: 1. Final approval of construction drawings for water and sewer lines, including the relocation of RWSA's water main (if necessary) and other existing appurtenances affected by this site plan. You are responsible for contacting all applicable departments and agencies, and satisfying the conditions for approval of final plats. 2 Please contact me at your earliest convenience if you have questions or require additional information. Sincerely, z_17%,94 .7-11077 7'1 c%Vi.i Susan Thomas Senior Planner attachments copy: SDP 97-138 3 GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection by the Albemarle Cidunty Service Authority inspectors. The contractor will be responsible for notifying the proper service authority, officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The j contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All meterials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 2D, 1983. amended July 1, 1989. 4. Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing j "Miss Utiltiy" (1-800-552-7001). 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7. 20' wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle County Service Authority, except where the line is in a public road right-of-way or an access easement, in which case the access easement shall also be dedicated as a utility easement. 8. 3' mimimum separation required between water line and storm sewer culverts or 6" separation when waterline is insulated. Use 1/2" thick Therma-Cel Pipe Insulation in 3'x 4' sheets as manufactured by Nomaca, Inc. or equally approved by Albemarle County Service Authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when parallel. 9. Touch read meters are being used by the Albemarle County Service Authority. To accommodate these meters, meter lids will require a 1 3/4" hole taped into the center of the lid. Blind taps or plugs shall be provided to prevent debri's from entering the box prior to meter installation. 10. All water and sewer appurtenances are to be located outside of roadside ditches. 11. Certification that 95% compaction is obtained shall be provided for all fill areas under water and sewer lines and appurtenances. This certification shall be signed by a Professional Geologist. The certification shall state the exact area that the certification applies to. 12. Valves on deadend line shall be rodded to provide adequate restraint for the valve during a future extension of the line. P L � A-H,, SEMINOLE COMMONS at FOREST LAKES TAX MAP,32 PARCELS 37A & 37AI U.S. ROUTE 29, ACROSS FROM OREST LAKES NORTH NOVEMBER 17, 1997 REVISED DECEMBER 15, 1997 ROUDABUSK, GALE and ASSOCIATES,, INC. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 ( V.D.O.T.). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of V.D.O,T. unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximium allowable slope is 2:1(horizontal:vertical). 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 the Director's 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 III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). DEPT. OF PLANNING 6 COMMUNITY DEV DEPT. OF ENGINEERING DEPT. OF ZONING VIRGINIA DEPT. OF HIGHWAYS VIRGINIA DEPT. OF HEALTH ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL BUILDING OFFICIAL SITE DATA: LEGAL REFERENCE: Tax Map 32 Parcels 37A & 37A1 SOURCE OF TITLE: TMP 32-37A - D.B. 1200-299, D.B. 364-500 (plat) TMP 32-37A1 - D.B. 1449-397, 364, 500 (plat) OWNERS/DEVELOPERS: TMP 32-37A: Anthony D. and Mary K. Valente 129 Georgetown Green Charlottesville, VA 22901 TMP 32-37A1: Shields Development Corporation C/O Todd Shields P. O. Box 7095 Charlottesville, VA 22906 MAGISTERIAL DISTRICT: Rivanna SOURCE OF TOPOGRAPHY & SURVEY: Roudabush, Gale & Associates, Inc. Brian P. Smith, P.E. ZONING: C-1, HC applied for, AIA Overlay District, EC Overlay District. EXISTING CONDITIONS: TMP 32-37A is mostly open with an.existing structure used as a commercial office. TMP 32-37A1 is open, previously graded and undeveloped. PROPOSED USES: TMP32-37A - Retail TMP32-37A1 - Combined retail and storage with appurtenant office SETBACKS: 10' Parking from public street 30' Building from public street PARKING REQUIRED: TMP32-37A @ 9,120 S.F. retail (gross) = 7,296 S.F. Net @ 1 SP/100 S.F. First 5000 S.F. = 50 @ 1 SP/200 S.F. Above 5000 S.F. @ 2,296 S.F. = 12 62 Spaces Req'd TMP 32-37A1 @ 8,500 S.F. Retaill = 6,800 S.F. Net @ 1 SP/100 S.F. First 5,000 S.F. = 50 @ 1 SP/200 S.F. SF Above 5,000 S.F. @ 1,800 S.F. = 9 Storage area (Customer & Employee) = 3 62 Spaces Req'd PARKING PROVIDED: 124 Spaces, Plus 2 Loading Spaces NOTE: Future uses of these sites is limited to those for which existing parking is adequate. If VDOT road modifications impact parking on these sites, modifications to uses will be limited to that allowed by actual available parking. LAND USE: TMP 32-37A BEFORE Building 1,000 S.F. Open 35,522 S.F. Paved 6,600 S.F. 43,122 S.F. < (Including Additional Land) TMP32-37A1 BEFORE Building 0 Open 46,014 S.F. Paved 0 46,014 S.F. (Including Additional Land) % AFTER % 3% 9,120 S.F. 21.2% 82% 7,303 S.F. 16.9% 15% 26,699 S.F. 61.9% 100% 43,122 S.F. 100% % AFTER % 0% 12,636 S.F. 27.5% 100% 5,798 S.F. 12.6% 0% 27,580 S.F. 59.9% 100% 46,014 S.F. 100% NOTES: 1.) This site is not located in a reservoir watershed. 2.) All lighting is to be directed so as not to shine on adjoining properties and lighting spillover onto public roads shall not exceed one-half (1/2) foot-candle. 3.) Pavement specifications: 6" # 21A Base Stone 2.5" BM-2 1.5" SM-2A 4.) Parking is to be shared between parcels. 5.) Stormwater detention to be accomplished by modifications to existing stormwater detention pond on the storage center property, TMP32-41H1. RECEIVED U�U 12 1997 Planning Dept. FILE NUMBER 1265 O _ J r w ,T I n 1_1 t L A, V / GJ /� s' _- C� I f' rJ/t M f t' r tT1 t'i _ i DE3/GtV4T/ON T .'ET/C /t/AME OMMOrt! zSri'F�M EMS.? • < tr r••� , f I A 6 i r r 'r , - tJ w 3 .. ti ry+. y l F - 1 1 �. � FE r o T , L-/ -OE G+f4/ A R'd A C , -r f 8 �' , I I c., r r _ . � c i 3 - , `� r I w M { 4 1 t _ _ fJ ' u N / , C 3� E O /t/S S - 8 Z C9 - A 7 0 r 9 E3 E j .lk / I \ � I r r rry � E ty U I , L _; N - � C� G' A EL .t/'IG7�/E GA 9O �P-E`1, I. 1 •-1 \' kEF�- r t,. 4 P p� ot��•E- ��,. 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I V. d \ J 8 S r. � i Q _ __ _ ..,::• >r .... � G. ...,...:,- - - _ ._ ^ • r -, t N 1-ir�r i__ J�ha SIGNAL r _ - ti r- S i T ry - +', E;T 'to „ VA GUARDRAIL m - t fi 4 r / - ., \ k tk f i . — - - _ /p►�- - - - r ..`- - - - r r]i It 1'iKILi_.:.T __1 C.1.' - '_ '• - - - - - - _ _ - ." ,. ,. - r y� fi r" ,.J •rr� F >T }� r� .Pain , >. {f Y r — - `7 f• r _ C , f T t _ fi , c { -x / , _ t � r _ a _, -• Jr 1 f Y. , _ - . , ( f r 1 t _ :r. Y i N 3 , A , 'A 'f , t 't - t , i # .., , .' r-, ,• ,y!'.:-<-�6 a t` ',} S, • _ .. ..F .. a, .._., -. `.S ...,. _, .. •_ ,. _.•.. ,. .. ....: Y'_.. ., -_ � r .. - .. .. .. ,. _.. .. >., .. I' , - F .,w ... -f _.. - .Y ._.[. ,....., ,. ..,. .. ,.. ,'F -.,, _, .. _. .. .. .:-,__,.., .. , _t ,-as ,i.y•.. 4LBFMARI F CC _i-i_ +-m_ U__� 4 SITE PLAN SEMINOLE COMMONS at FOREST LAKES TAX MAP 32 PARCELS 37A & 37AI U.S. ROUTE 29, ACROSS FROM FOREST LAKES NORTH RIVANNA MAGISTERIAL DISTRICT NOVEMBER 17, 1997 REVISED DECEMBER 15, 1997 ROUDABUSK. GALE and ASSOCIATES,. INC. ALBEMARLE COUNTY ENGINEERING GENERAL WATER AND SEWER CONDITIONS GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1 Work shall be subject to inspection by the Albemarle C(..jr-ity Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All meterials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 2D, 1983 amended July 1, 1989. 4 Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltiy" (1-800-552-7001) . 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines service laterals and waterlines, etc. 7. 20' wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle County Service Autnority except where the line is in a public road right-of-way or an access easement, in which case the access easement shall also be dedicated as a utility easement. S. 3' mimimum separation required between water line and storm sewer culverts or 6'' separation when waterline is insulated. Use 1/2" thick Therma-Cel Pipe Insulation in 3 x 4 sheets as manufactured by Nomaca, Inc. or equally approved by Albemarle County Service Authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5 beyond ends of culvert when parallel. 9. 'fouch read meters are being used by the Albemarle County Service Authority. To accommodate these meters, mete, Tics will require a 1 3/4" hole tapeU into the center of the lic Blind taps or plugs shall be provided to prevent debris from entering the box prior to meter installation. 10 A11 water and sewer, appurtenances are to be located outside of roadside ditches. 11. Certification that 95% compaction is obtained shall be provided for all fill areas under water and sewer lines and appurtenances, This certification shall be signed by a Professional Geologist. The certification shall state the exact area that the certification applies to 12. Valves on deadend line shall be rodded to provide adequate restraint for the valve during a future extension of the line. i. Prior to commencement of any construction within any existing public right-of-way, including connection to any existing roan. a permit shall be obtained from the Virginia Department of Transportation ( V.D O.T.). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2 All paving, drainage related materials and construction methods shall conform to current specifications and standards of V.D.O T. unless otherwise noted. 3. Erosion and siltation control meas,Lres shall be prcvideU ,n accordance with the approved erosion control _' plan and shall be .nstaed prior to any clearing, grading or other constr..cticn. 4 All slopes and cisturbed areas are to be fertilized, seeder: and mulched The maximi6m allowable slope is 2.-1;horizontal:vertica ;. Where reasonably obtainable, lesser slopes of 4 1 or better are to be achieved. Paved, rip -rap or, stabilization mat lined ditch may be rec)_ir-,e(' when in the opinion of the Albemarle County Directo- of Engineering, or, the Director s designee, it is deemed r:ecessaF,y 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 7e77forced concrete pipe -- Class III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Const^uctior Tnd,stry i129 CFR Part 1926) I I I � DEPT. OF PLANNING dIRGINIA LEFT OF SIG, ;rVAYS 6 COMMUN I T d DE'd SITE DATA: LEGAL REFERENCE: SOURCE OF TITLE: OWNERS/DEVELOPERS: Tax Map 32 Parcels 37A & 37A1 TMP 32-37A - D.B. 1200-299, D.B. 364-500 (plat) TMP 32-37A1 - D.B. 1449-397, 364, 500 (plat) TMP 32-37A: Anthony D. and Mary K. Valente 129 Georgetown Green Charlottesville, VA 22901 TMP 32-37A1: Shields Development Corporation C/O Todd Shields P. O. Box 7095 Charlottesville, VA 22906 MAGISTERIAL DISTRICT: Rivanna SOURCE OF TOPOGRAPHY & SURVEY: Roudabush, Gale & Associates, Inc. Brian P. Smith, P.E. ZONING: C-1, HC applied for, ALA Overlay District, EC Overlay District EXISTING CONDITIONS: TMP 32-37A is mostly open with an existing structure used as a commercial office. TMP 32-37A1 is open, previously graded and undeveloped. PROPOSED USES: TMP32-37A - Retail TMP32-37A1 - Combined retail and storage with appurtenant office SETBACKS: 10' Parking from public street 30' Building from public street PARKING REQUIRED: TMP32-37A @ 9,120 S.F. retail (gross) = 7,296 S.F. Net @ 1 SP/100 S.F. First 5000 S.F. = 50 C 1 SP/200 S.F. Above 5000 S.F. @ 2,296 S.F. _ 12 62 Spaces Req'd I TMP 32-37A1 @ 8,500 S.F. Retail = 6,800 S.F. Net C 1 SP/100 S.F. First 5,000 S.F. = 50 -------_- -----___--------.__-. __-- _-. -__------_._. _ .- --_-- .- I @ 1 SP/200 S.F. SF Above 5,000 S.F. @ 1,800 S.F. = 9 DEPT OF ENGINEERING ti IRGINIA DEPT. OF HE.A_ 1 r-' Storage area (Customer & Employee) = 3 62 Spaces Req'd DEPT. OF ZONING ALBEMARLE COUNTY SERVICE AUTHORIT', ALBEMARLE COUNTY FIRE OFFICIAL BUILDING OFFICIAL PARKING PROVIDED: 124 Spaces, Plus 2 Loading Spaces NOTE: Future uses of these sites is limited to those for which existing parking is adequate. If VDOT road modifications impact parking on these sites, modifications to uses will be limited to that allowed by actual available parking. . TMP 32-37A BEFORE % AFTER % Building 1,000 S.F. 3% 9,120 S.F. 21.2% Open 35,522 S.F. 82% 7,303 S.F. 16.9% Paved 6,600 S.F. 15% 26,699 S.F. 61.9% 43,122 S.F. 100% 43,122 S.F. 100% I i (Including Additional Land) TMP32-37A1 BEFORE % AFTER % Building 0 0% 12,636 S.F. 27.5% Open 46,014 S.F. 100% 5,798 S.F. 12.6% Paved 0 0% 27,580 S.F. 59.9% 46,014 S.F. 100% 46,014 S.F. 100% (Including Additional Land) NOTES: 1.) This site is not located in a reservoir watershed. 2.) All lighting is to be directed so as not to shine on adjoining properties and lighting spillover onto public roads shall not exceed one-half (1/2) foot-candle. 3.) Pavement specifications: 6" # 21A Base Stone 2.5" BM-2 i 1.5" SM-2A 4.) Parking is to be shared between parcels. 5.) Stormwater detention to be accomplished by modifications to existing stormwater detention pond on the storage center property, TMP32-41HL RECEIVED u dL 12 1997 Planning Dept. FILE NUMBER 1265 ­7_�­ . ­ /- I I I.— . I i I l�_'l-.-_-_'­ ........ r I,, .: 1: 1-11.1.. , , I 'I - � I., - � , � I'..."- I I/ I ­11 __ .- I 'Ill I A. , - " 1 --l-, -, I � - "�._ _ 11.1­111.1.­.­�. ..I� . - - ,.,I . . . ....... � � 11 __ ­­ ��'l .-,.,I I , _­. , . .... .... 1 J.-[ I '\ '. ­­ � � . .... . � ­r' ­'-­­.� -- 1 li I . � , I _-.1 I I _'... ____l I I "', 1 /�3 ", I _:' 1- I '-"'! / ; \ I � ..' " ..� e- " ,,, I I / � ... [__, "ll, ' 11 - .11 - - ' /0 I .1 - I ::':'�..""'; '%l'!_"_-."-' '... '.. _'. , �"-'. 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