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Home My WebLink AboutSDP200900085 Plan - Approved Letter of Revision 1 2010-06-11Parc•IID PIN_SHORT HouseNo street Owner LotSlzoi Use zoning Parking 066,15,2010000700 56A2-01--7 1100 CROZET AVE (SUBJECT PARCEL)1100 CROZET AVENUE LLC 3.40; Office Downtown Crozet District Code Section: 206.4.13.2 (Downtown Crozet District) 0.82 Resident R 2 0580000000t0A0 56-10A 941 HADEN LN CHAMBERS, NANCY N Requirement.- pace1Sper 1000 s.f. net floor area 05600000001060 56-106 947 HADEN LN DAM ERON, ERNEST 8 & BETTY J 0.82 Residential R-2 q 056AI0100046AO 56A1 -01-46A FOX, CLIFFORD H JR 2,84jUnassigned Downtown Crozet District Unit 2400 s.f. (Gross) of bldg 056000DO0010DO 56-100 929 HADEN LN MARKEY, KEVIN M OR DONNA W 0.51`Residerltial R-2 Required Minumum 2.4 spaces 5600000001100 r6 1 t 'COUNTY OF ALBEMARLE 5.51' Forest R-2 5600000001200 56-12 5862 CATHAROSS LN SAZ LLC 27.58 Residential R-2 2.00 Residerittal' oowntowncrozet District Existing Std Spaces= 0 retained 056A20100007A0 56A2 -01--7A 1108 CROZET AVE SMITH, GWENDOLYN H 056A1010004600 56A1-01-46 5865 JARMANS GAP RD TOSTO, LEONARD C OR JESSICA DYHAR 2.00; Office DowntownCrozet District Existing H.C. Spaces= 0 retained Predeveloped Additional PostDewloped New Std Spaces= 8 (9'x 18') standard spaces Site Coverages s_f. % s_f. s_f. % Ac. 2,414 2% 160 2,574 2% 0.06 New H.C. Spaces= 1 (8'x 18' with contiguous 8'x 18' Loading area) Buildings/canopy Parking/Drive/Walks 7,495 5% 699 8,194 5% 0.19 Open/grass 140,329 93% - 139,470 93% 3.20 Total Spaces Required= 3 Parking Spaces Total 150,238 100% 150,236 100% 3.45 Total Spaces Provided= 9 Parking Spaces Existing impervious Coverage: 7% Proposed Impervious Coverage: 7% No Landscaping Plan Req'd at Prelim. Maximum Structure Height: 20 Ft. Paving Type: Asphalt TMP 56A1-108 Max. Number of Employees 8 (Anticipated) Zoned R-2 N/F Dameron \ TMP 56A1 -01-46A Use: Residential Zoned: Downtown Crozet Dist. N/F Fox \ Use: Residential R.S. trgelir,e 1 TMP 56A1-01-46 Zoned: Downtown Crozet Dist. I "n N/F Tosto i Use: Office TMP 56A1 -10A Zoned R-2 N/F Chambers Use: Residential 1 \ \ TMP 56A1 -10D Zoned R-2 / \ N/F Markey Use: residential / 2" SM 2A Tack Coat 8' 21-A 0 00 00- OQD0OQ0 Q0 `O0 p 0 00_ p Q_ o- of 0 0 C) 0 0 0 0n fit) 00 - SUBGRADE COMPACTED TO i 95% MAX DRY DENSITY PER AS TM -D-6 98 Interior Parking and and Travelways PA VEMEN T SECT I ON 680 661 TMP 56A2-11 Zoned R-2 N/F Moyer Use: Forest Approx. Location of Flood Zones see note) s l k \ k eP' y s k 0 7P 4 yy Stream - N i Buffer (for Powells I^f Creek) follows 100 yr. floodplain Hatched Area / Denotes Floodway W} evergreens H 0 H 1.25 r, - N, T, S, General Water & Sanitary Sewer Notes HIGH POINT ELEV = 681.17 PVI STA = 10+25 1) HIGH POINT STA = 10+02.50 PVI ELEV = 680.05 and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on PVI STA = 10+05 A.D. = -7.0000 2) PVI ELEV = 681.25 K = 4.2857 680 661 TMP 56A2-11 Zoned R-2 N/F Moyer Use: Forest Approx. Location of Flood Zones see note) s l k \ k eP' y s k 0 7P 4 yy Stream - N i Buffer (for Powells I^f Creek) follows 100 yr. floodplain Hatched Area / Denotes Floodway W} evergreens H 0 H 1.25 r, - M General Water & Sanitary Sewer Notes Space (8x18 ft.) 18 ft. March 2008 1) All materials and methods of construction shall comply with the latest version of the General Water i and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on Van Accessible Loading January 15, 1998, except as modified below or modified in Special Notes. 2) All construction materials and methods of construction must be approved by RWSA prior to the start Space (8x18 ft.) of work. A preconstruction conference with RWSA is required prior to the start of work. 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business day 10, VC prior to the start of construction. 5) All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system sha O be made without coordination with and the presence of RWSA staff. No work shall be conducted on 9 f t RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing w system. All doghouse manholes must be pressure tested prior to connecting to the system. 7) The location of existing utilities is shown on the plans from data available at the time of design and i not necessarily complete or correct. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall Typical Parking Space Dimensions and immediately notify the Engineer of any discrepancies between the plans and field conditions. The Designations nts Contractor shall use due diligence to protect all utilities and structures from damage at all times, wheth 30' VC shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the m original condition at no additional cost to the Owner. 8) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA easement unles Z permitted otherwise by RWSA in writing. 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey L may be required. Damage due to blasting to any utilities shall be repaired by the Contractor to the Q original condition at no additional cost to the Owner. 10) In addition to minimum separation requirements for utility crossings, when a crossing is made under w existing facility, ad(equate structural support shall be provided for the existing pipe. Backfilling the ar D of the crossing withl compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushi Z new water mains will be required to eliminate any possible cross -connection to the public water syst ce 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into servic k 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building k overhangs, retaining walls, footers for any structure, drainage structures, etc. Trees 4not permitted in the RWSA easement. U o 1 1 TMPoned 6A2 -01-7AIIZntown Crozet Dist. N/F S ith W I\ Use: R ' TM 56A2-01-7 Zon ed C -I1 I 3.449 AC! I I I O m O Stream Buffer (for V ex. onc. Powells Creek) IBeinCG -6 pad ' arkin9 nProp. Por /Deck 9 9 follows 100 r floodplain Prop. yard ,+sr• e 7 Pro nimal ' Hydrant ' ex. 663. Wa i g Area oncrete cont. 661.00 TOC / padSidewalkwit + H.C. access 9,Park g ti ith An 660.5 T npr, Prop , orch eck ew Screening Brice r I + I w ps J 4 m m yb U w6 1 W W> PVI TA = 1 75 PVI LEV =650.55 A. 12. 2. 30' VC w ui nrne Gaig 1"2') r ^ 9 Z25 r, - M General Water & Sanitary Sewer Notes Space (8x18 ft.) 18 ft. March 2008 1) All materials and methods of construction shall comply with the latest version of the General Water i and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on Van Accessible Loading San. Sews F Manhole N N 7 I.P.F. at fence tor. Existing Constructlo >1 Material Storage Are g N N F Nxfew= x x iii Ii1 , i • ,. r ep -0•- • • - - • dep 40 • i i • • - - - - J - • 1 drivewa 441 All04e4 i iv`i4"` Citi -i iii;i y`;``'•1 iti`¢ .0/ i j i`i?i ,i i jy • f ,® 1 - • • • - • : • sem:,; s::: / s >;;;;;;;;;;;;;; • , oo@ • 1 - tai`':/h/hd, ,/i/i,i r / /i i,. ,v/. ,• \ grassed strip to remain ii`' ,$i%-/civ is :<•v:' .//hh i •, `i`i`i i i`i`' '%`i?i i`i •`i`i`i`i i i i;1 - between b: - '/: !r !: /i///i. •gin.. All _0F.WFF8 0:11111.20:1111:000: N E: CG- I I Entrance to be modified to M 411. r i iw ='i iii i. `iii i i//: i/i • . /moi.' `. Q ,'. i • i , • - • ::::::o• I i:o s`_ - ,,`,,• :`i i'•i i i!.••.`v` i2!' i i`i'i i iii i' uouuo u uu... 1 E clude placement of curbing to south. luuoumuuuouu• 1• .: . • _ 1 -`',I, it' •1`'^ G-12 will be included on north edge of e entrance. Vi oil IM91:11 1111 wiliffil the permit. Where any discrepancies occur the requirements of the permit shall govern. in advance to schedule a core of a manhole." L 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. RM3. Erosion and siltation control measures shall I be provided in accordance with the approved Planning Conditions of Approval Critical slopes (Ty erosion control plan and shall be installed priori to any clearing, grading or other SP2008-009-Animal Wellness - construction. 1. Development of the use shall be in accord with the concept plan, entitled -Animal Wellness-prepar 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. by TICS Engineering Co., LLC and last revised July 14, 2009, as determined by the Director of Planning Un and the Zoning Administrator. To be in conformity with the plan, development shall reflect the followin -3 5. The maximum allowable slope is 2:1 (horizo)ntal:vertical). Where reasonably obtainable, APPROVALS rte\ `1 I, DEPARTWNT OF COMMUXTTY DFVFLOPMENT TNSPECTTONS 1 •/ OF • - ALBEM VIRGTNI. ... HEALTH DEPARTMENT or, 1;?MVFW ILA&I lesser slopes of 3:1 or better are to be achieve?d. entrance relocation, general location of parking areas, and outside area for walking animals. Minor 6. Paved, rip -rap or stabilization mat lined ditcih may be required when in the opinion of the modifications to the plan which do not conflict with the elements above may be made to ensure - County Engineer, or designee, it is deemed netcessary in order to stabilize a drainage compliance with the Zoning Ordinance; - channel. 2. This special use permit applies to the existing building and any new buildings for the veterinary use will 7. All traffic control signs shall conform with thle Virginia Manual for Uniform Traffic require a new special use permit; Control Devices. 3. No overnight boarding use, other than for those animals under medical care shall take place at the 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe • •6Ia55 III. veterinary hospital; 4. The building shall be sound -proofed in accordance with Section 5.1.11(b) and air-conditioned; 9. All excavation for underground pipe installattion must comply with OSHA Standards for 5• No outdoor exercise area shall be permitted. However, walking of animals is permitted and shall be the Construction Industry (29 CFR Part 1926). separated from access by the public and limited to the area behind the building as identified in Attachment D; and 6. Use shall not commence until the building is served by public sewer. Van Accessible Rivanna Water & Sewer Authority (RWSA) M General Water & Sanitary Sewer Notes Space (8x18 ft.) 18 ft. March 2008 1) All materials and methods of construction shall comply with the latest version of the General Water i and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on Van Accessible Loading January 15, 1998, except as modified below or modified in Special Notes. 2) All construction materials and methods of construction must be approved by RWSA prior to the start Space (8x18 ft.) of work. A preconstruction conference with RWSA is required prior to the start of work. 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business day U prior to the start of construction. 5) All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system sha O be made without coordination with and the presence of RWSA staff. No work shall be conducted on 9 f t RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing w system. All doghouse manholes must be pressure tested prior to connecting to the system. 7) The location of existing utilities is shown on the plans from data available at the time of design and i not necessarily complete or correct. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall Typical Parking Space Dimensions and immediately notify the Engineer of any discrepancies between the plans and field conditions. The Designations nts Contractor shall use due diligence to protect all utilities and structures from damage at all times, wheth shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the m original condition at no additional cost to the Owner. 8) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA easement unles Z permitted otherwise by RWSA in writing. 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey L may be required. Damage due to blasting to any utilities shall be repaired by the Contractor to the Q original condition at no additional cost to the Owner. 10) In addition to minimum separation requirements for utility crossings, when a crossing is made under w existing facility, ad(equate structural support shall be provided for the existing pipe. Backfilling the ar D of the crossing withl compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushi Z new water mains will be required to eliminate any possible cross -connection to the public water syst ce 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into servic k 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building k overhangs, retaining walls, footers for any structure, drainage structures, etc. Trees 4not permitted in the RWSA easement. 1 1 TMPoned 6A2 -01-7AIIZntown Crozet Dist. N/F S ith W I\ Use: R ' TM 56A2-01-7 Zon ed C -I1 I 3.449 AC! I I I O O Stream Buffer (for V ex. onc. Powells Creek) IBeinCG -6 pad ' arkin9 nProp. Por /Deck 9 9 follows 100 r floodplain Prop. yard ,+sr• e 7 Pro nimal ' Hydrant ' ex. 663. Wa i g Area oncrete cont. 661.00 TOC / padSidewalkwit + H.C. access 9,Park g ti ith An 660.5 T npr, Prop , orch eck ew Screening Brice r I + I w ps J 4 iii Ii1 , i • ,. r ep -0•- • • - - • dep 40 • i i • • - - - - J - • 1 drivewa 441 All04e4 i iv`i4"` Citi -i iii;i y`;``'•1 iti`¢ .0/ i j i`i?i ,i i jy • f ,® 1 - • • • - • : • sem:,; s::: / s >;;;;;;;;;;;;;; • , oo@ • 1 - tai`':/h/hd, ,/i/i,i r / /i i,. ,v/. ,• \ grassed strip to remain ii`' ,$i%-/civ is :<•v:' .//hh i •, `i`i`i i i`i`' '%`i?i i`i •`i`i`i`i i i i;1 - between b: - '/: !r !: /i///i. •gin.. All _0F.WFF8 0:11111.20:1111:0 00: N E: CG- I I Entrance to be modified to M 411. r i iw ='i iii i. `iii i i//: i/i • . /moi.' `. Q ,'. i • i , • - • ::::::o• I i:o s`_ - ,,`,,• :`i i'•i i i!.••.`v` i2!' i i`i'i i iii i' uouuo u uu... 1 E clude placement of curbing to south. luuoumuuuouu• 1• .: . • _ 1 -`',I, it' •1`'^ G-12 will be included on north edge of e entrance. Vi oil IM91:11 1111 wiliffil the permit. Where any discrepancies occur the requirements of the permit shall govern. in advance to schedule a core of a manhole." L 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. RM3. Erosion and siltation control measures shall I be provided in accordance with the approved Planning Conditions of Approval Critical slopes (Ty erosion control plan and shall be installed priori to any clearing, grading or other SP2008-009-Animal Wellness - construction. 1. Development of the use shall be in accord with the concept plan, entitled -Animal Wellness-prepar 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. by TICS Engineering Co., LLC and last revised July 14, 2009, as determined by the Director of Planning Un and the Zoning Administrator. To be in conformity with the plan, development shall reflect the followin -3 5. The maximum allowable slope is 2:1 (horizo)ntal:vertical). Where reasonably obtainable, APPROVALS rte\ `1 I, DEPARTWNT OF COMMUXTTY DFVFLOPMENT TNSPECTTONS 1 •/ OF • - ALBEM VIRGTNI. ... HEALTH DEPARTMENT or, 1;?MVFW ILA&I lesser slopes of 3:1 or better are to be achieve?d. entrance relocation, general location of parking areas, and outside area for walking animals. Minor 6. Paved, rip -rap or stabilization mat lined ditcih may be required when in the opinion of the modifications to the plan which do not conflict with the elements above may be made to ensure - County Engineer, or designee, it is deemed netcessary in order to stabilize a drainage compliance with the Zoning Ordinance; - channel. 2. This special use permit applies to the existing building and any new buildings for the veterinary use will 7. All traffic control signs shall conform with thle Virginia Manual for Uniform Traffic require a new special use permit; Control Devices. 3. No overnight boarding use, other than for those animals under medical care shall take place at the 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe • •6Ia55 III. veterinary hospital; 4. The building shall be sound -proofed in accordance with Section 5.1.11(b) and air-conditioned; 9. All excavation for underground pipe installattion must comply with OSHA Standards for 5• No outdoor exercise area shall be permitted. However, walking of animals is permitted and shall be the Construction Industry (29 CFR Part 1926). separated from access by the public and limited to the area behind the building as identified in Attachment D; and 6. Use shall not commence until the building is served by public sewer. Van Accessible M 22 Space (8x18 ft.) 18 ft. N 8 f t. ai w i Van Accessible Loading lT W Space (8x18 ft.) 8 ft. 18 ft, U Standard Space 9x18 ft.) N O a 9 f t 18 ft. w L.L M w 1 Bumper Block to be Z concrete or treated timber, 6 ft. long, anchored at Typical Parking Space Dimensions andeachendbyMin. 30" No. 5 Rebar. Designations nts 4_ 1 1 t:1, M 22 C,, N ai w CL t0 0 M t'h w lT W ocu W 0> U U N L] 0wL.L M w ad r Z w 00 m m a w U Z Z 2 U msL Q t w firw D w \ Z LL Z 4_ 1 1 t:1, SHFFT NO. 1 OF 1 F)W'1_1. NO 08-012 N ai w CL t0 0 M t'h lT W CQ ocu W 0> C != 0) CU- N L] 0wL.L M w ad r w SHFFT NO. 1 OF 1 F)W'1_1. NO 08-012 W 0) w 00a O W N O SHFFT NO. 1 OF 1 F)W'1_1. NO 08-012 N