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HomeMy WebLinkAboutSDP200500098 Request of Modification, Variance, Waiver 2006-05-01Re: SDP 05-098 Hollymead Town Center — Area D Abington Place Offices and Condominiums Site Plan Request for Waiver - Shared Parking Reduction The Abington Place Offices and Condominium project is a mixed-use development consisting of 56 studio apartments and 18,458 net square feet of Commercial Office space. As a mixed-use development, peak parking demands for each use are anticipated to occur at different times, thereby reducing the demand for parking. I am requesting a waiver to reduce the number of required parking spaces with shared parking, to not less than 75% of the total requirement for each use, as allowed by Chapter 18, Section 4.12.10.a. The 25% sharing parking reduction is well within the 35% maximum allowed in Chapter 18, Section 4.12.10.d. With no reductions, 56 spaces are required for the apartments, and 76 spaces are required for the office use, for a total of 132 spaces. With a 25% shared parking reduction, 99 spaces are required. This requirement can be met with the 91 spaces on-site and 9 on-street spaces along Gathering Place (Road D), as allowed by the Code of Development for the Hollyrricad Town Center. Section 4.12.10.a gives the Zoning Administrator authority to grant a reduction in parking if the circumstances are appropriate. Call me if you have any questions, 9;1 -8848 ext. 224. Respectfully submitted, lark Gathnght 100 10th Street NE, Suite 200 • Chaflottcsvifle, VA 22902 - V.— - (434) 971-8848 • FAX -- (434) 296-3040 JC DAGGETT & GRIC3G ARCHITECTS PC May 1. 2006 'Alffliam o Daggett, Jr. AWNCARB David Pennock Jarrses R Grigg Zoning Administrator AIA Department of Planning & Community Development County of Albemarle 401 McIntire Road Charlottesville, VA 22902 Re: SDP 05-098 Hollymead Town Center — Area D Abington Place Offices and Condominiums Site Plan Request for Waiver - Shared Parking Reduction The Abington Place Offices and Condominium project is a mixed-use development consisting of 56 studio apartments and 18,458 net square feet of Commercial Office space. As a mixed-use development, peak parking demands for each use are anticipated to occur at different times, thereby reducing the demand for parking. I am requesting a waiver to reduce the number of required parking spaces with shared parking, to not less than 75% of the total requirement for each use, as allowed by Chapter 18, Section 4.12.10.a. The 25% sharing parking reduction is well within the 35% maximum allowed in Chapter 18, Section 4.12.10.d. With no reductions, 56 spaces are required for the apartments, and 76 spaces are required for the office use, for a total of 132 spaces. With a 25% shared parking reduction, 99 spaces are required. This requirement can be met with the 91 spaces on-site and 9 on-street spaces along Gathering Place (Road D), as allowed by the Code of Development for the Hollyrricad Town Center. Section 4.12.10.a gives the Zoning Administrator authority to grant a reduction in parking if the circumstances are appropriate. Call me if you have any questions, 9;1 -8848 ext. 224. Respectfully submitted, lark Gathnght 100 10th Street NE, Suite 200 • Chaflottcsvifle, VA 22902 - V.— - (434) 971-8848 • FAX -- (434) 296-3040 WATER: NEW MAIN AND LATERAL PER SITE PLAN FIRE LAVATORIES: WORK AT HOLLYMEAD TOWN CENTER. NO NATURALLY TOILETS: HYDRANT: NEW ON-SITE PER SITE PLAN WASHERS SANITARY PROPOSED BUILDING: 23,398 0.54 25.4% MAXIMUM LAND USE: SEWERAGE: NEW LATERAL AND MAIN PER SITE PLAN REFUSE: SCREENED DUMPSTER TOTAL SITE AREA: 91,942 2.11 8 PERIMETER FRONT BUILD -TO LINE: 0 FT. - 20 FT. FOR AT LEAST 50% OF BUILDING FRONT SETBACKS: MINIMUM SIDE YARD = 3 FT. (61% OF BUILDING FRONT IS WITHIN BUILD -TO LINE) FLOOR 2 & 3 R-2 - RESIDENTIAL 23,073 GROSS S.F. PER FLOOR MINIMUM REAR YARD = 3 FT. EASEMENTS: WATER, STORMWATER, SIGHT DISTANCE, GRADING, SANITARY EASEMENTS ARE REQUIRED. LIGHTING: LIGHTING PLAN TO BE PROVIDED FOR FINAL SITE PLAN SUBMISSION. NO PROPOSED LIGHTING WILL BE EQUIPPED WITH A LUMINAIRE THAT EMITS 3,000 OR MORE MAXIMUM LUMENS. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF 0) FOOT CANDLE. CRITICAL ANY CRITICAL SLOPES THAT OCCUR ARE DUE TO ADJACENT ROAD SLOPE: CONSTRUCTION AND DO NOT OCCUR NATURALLY, STORM WATER: STORM WATER DETENTION & WATER QUALITY TREATMENT IS HANDLED BY THE EXISTING REGIONAL STORMWATER DETENTION BASIN LOCATED ON THE ADJACENT PARCEL, RECREATION SOME RECREATIONAL AREA TO BE PROVIDED ON SITE (RESIDENTIAL AREA: BALCONIES, PLAZA AREAS). A COOPERATIVE AGREEMENT WILL BE ENTERED INTO WITH THE ADJACENT PROPERTY OWNERS WHICH WILL PROVIDE ACCESS TO THE POCKET PARK AND GREENWAY RECREATIONAL AMENITIES. GENERAL CONSTRUCTION NOTES 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 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 VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL METHODS 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 MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). 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 (RCP) - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). WATER AND SEWER CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, 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. 9. PROVIDE BACKFLOW PREVENTER ON DOMESTIC WATER SERVICE LINE IN BUILDING. ABINGTON PLACE OFFICES & CONDOMINIUMS TRIBAL PROPERTIES LLC HOLLYMEAD TOWN CENTER - AREA D RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA A1RPORr RD 4Z37 IT � 9� ROFITT RD HOLLYMEAD TOWN CENTER FOREST LAKES VICINITY MAP NO SCALE AREA D, BLOCK VII AREA O TIMBERWpOD p��VD AAREA C CONTEXT MAP NO SCALE PLANNER (CURRENT DEVELOPMENT) ENGINEER (CURRENT DEVELOPMENT) VDOT ALBEMARLE COUNTY SERVICE AUTHORITY BUILDING OFFICIAL FIRE AND RESCUE DIVISION PROPOSED NMD - NEIGHBORHOOD MODEL DEVELOPMENT DEVELOPMENT: OFFICES & RESIDENTIAL CONDOMINIUMS CODE OF DEVELOPMENT, ABINGTON PLACE AT HOLLYMEAD TOWN CENTER ZMA# 02-02 LOCATION: AT THE CORNER OF TIMBERWOOD BLVD, DEERWOOD RD AND RIVANNA WAY IN THE RIO MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA CURRENT TRIBAL PROPERTIES LLC OWNER: 300 HICKMAN ROAD, SUITE 303 CHARLOTTESVILLE, VA 22911 DEVELOPER: SAME AS OWNER PREPARED BY: CLARK GATHRIGHT DAGGETT & GRIGG ARCHITECTS 100 10TH ST. NE CHARLOTTESVILLE, VIRGINIA 22902 SITE DATA: RESIDUE OF TMP 32-46 A i ZONING: NMD TOPOGRAPHY & RIVANNA ENGINEERING & SURVEYING SURVEY: 1350 STONY POINT RD. CHARLOTTESVILLE, VA 22911 BENCHMARK: USGS ELEV: 561.97 - NAIL ON SOUTH SIDE OF DEERWOOD DRIVE EXISTING THE SITE HAS BEEN EXTENSIVELY GRADED AS PART OF THE CONDITIONS: MASS GRADING PLAN FOR THE OVERALL SITE DEVELOPMENT LAVATORIES: WORK AT HOLLYMEAD TOWN CENTER. NO NATURALLY TOILETS: OCCURING TOPOGRAPHY OR STRUCTURES CURRENTLY EXIST ON SHOWERS SITE. WASHERS SQ. FT. ACRES PROPOSED BUILDING: 23,398 0.54 25.4% MAXIMUM LAND USE: PAVEMENT: 32,171 0.74 35.0% IMP. AREA: 6 SIDEWALK: 8,325 0.19 9.1% 1.47 AC. (69.8%) SITE PLAN & DETAILS OPEN: 28,048 0.64 30.5% C-1.5 TOTAL SITE AREA: 91,942 2.11 8 NOTE: SITE AREAS BASED ON REVISIONS TO BOUNDARY AS SHOWN IN PLANS PROPOSED GROUND FLOOR B - OFFICES 23,073 GROSS S.F. BUILDING: SITE AND UTILITY PROFILES 10 18,458 NET S.F. (80% NET TO GROSS) LANDSCAPE PLAN FLOOR 2 & 3 R-2 - RESIDENTIAL 23,073 GROSS S.F. PER FLOOR L-1.1 27 UNITS/AC. 56 RESIDENTIAL UNITS (70 UNITS ALLOWED) 69,219 S.F. TOTAL BUILDING AREA OCCUPANCY: BUSINESS - 230 OCCUPANTS (BASED ON 1 OCCUPANT PER 100 GROSS S.F.) RESIDENTIAL - 230 OCCUPANTS (BASED ON 1 OCCUPANT PER 200 GROSS S.F.) TOTAL OCCUPANCY = 460 BUILDING 40' AND 3 STORIES AT STREET SIDE ELEVATION HEIGHT: PARKING: TOTAL SPACES REQUIRED: 132 Om(CE'S: 0 1/200 NET= 18,884 GSF x 80%/200 = 76 SPACES RESIDENTIAL 1 SPACE PER STUDIO APT. - 56 UNITS x 1 = 56 SPACES FIXTURE COUNT A 25X SHARED PARKING REDUCTION SHALL APPLY AS FOLLOWS: 76 OFFICE SPACES X 0.75 = 57 SPACES 56 RESIDENTIAL SPACES X 0.75 = 42 SPACES TOTAL REQUIRED: 99 SPACES TOTAL SPACES PROVIDED: 100 SPACES ON-SITE PARKING: 91 SPACES (4 HC SPACES PROVIDED) ON -STREET PARKING: 9 SPACES ON GATHERING PLACE LOADING SPACES: 1/8,000 SF PLUS 1/20,000 SF ADDITIONAL = 2 LOADING SPACES THE SITE IS WITHIN THE AIRPORT IMPACT AREA. THE SITE IS NOT WITHIN A RESERVOIR WATERSHED. THE SITE IS WITHIN A DEVELOPMENT AREA. THE PARCEL DOES NOT UE WITHIN AN 100 YR. FLOOD PLAIN. 56 APARTMENTS ** KITCHEN SINKS: 56 LAVATORIES: 56 TOILETS: 56 SHOWERS 56 WASHERS 56 COMMERCIAL AREA ** KITCHEN SINKS: 4 LAVATORIES: 6 URINALS: 4 TOILETS: 6 HOSE BIBBS: 6 fKaAlllgy � �rF fca�✓ ** - ESTIMATED NUMBER OF PROPOSED FIXTURES. FINAL COUNT WILL BE DETERMINED UPON DEVELOPMENT OF PLANS FOR FUTURE TENANTS. DRAWING INDEX 1 C-1.0 TITLE SHEET 2 C-1.1 EXISTING SITE PLAN 3 C-1.1 C EXISTING SITE PLAN - CURRENT CONDITIONS 4 C-1.2 SITE PLAN 5 C-1.3 UTILITIES PLAN 6 C-1.4 SITE PLAN & DETAILS 7 C-1.5 PLAZA AND ENTRANCE DETAILS 8 C-1.6 PLAZA AND ENTRANCE DETAILS 9 C-2.1 SITE AND UTILITY PROFILES 10 L-1.0 LANDSCAPE PLAN 11 L-1.1 PHOTOMETRIC PLAN ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 �pI_TH OF O B. CLARK GATHRIGHT No 036 0 SSI�NAL �� 4 25% SHARED PARKING 05-03-06 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 1 OF 11 C-1. 0 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 3 OF 10 C-1 el c ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 2 OF 10 O 572 18INGTON CURB DI 1 r, CURB DI SITE PLAN 9/ SCALE: I"= 20' i i� -REVIS,ED LANE STRIPING �t � i l r j 1 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 4 OF 10 C-1 • -68 A/ 560Z -- — ---------_ / IPR-AP tllqED SWALE 0 ES -2 567.8 564 co 566 - '1 570— 58 67 572 HDPE STORM 03.0% H--1 1-3C L= --TOP'. 581.9 / �6 ' E 576. TOP: 58015 IN: 568.34 I� -570.05 INV IN:, ry INJ L.LBOwINV.0 T* 5168.24 i INVOUT: 569.9_5---,' 5-68 1-3C L= 8'D . TOP: 578.5 /j'1 -3B L= 8' TOP: 578.4 45- ELBOA INV OUT:/ -,. ' , _. .574.4�' INV IN: 572.25 fV INV.OUT: 572.15, -,--cry 40 -x/ [\-ROUTE ROOFRAINS To STORM SAN MH,- --- 5710--- 1 rn Top 7 3.6 6 op. NV IN,._ .2 587 0 0 INV.OUT: 566-92 58 70 C.O. ui LA V) E31NGTON DR. %o 1-313 L= 8' - UA/ 5s \,�� �J �. \ TOP: 5&2.-0 -Ab w SD�JINV.60T: 577.0 6'0 x6x6 TEE l2x'� 6, fill o WV TEE . w w ®32q s t5s F 2" METER (EST. z 0 582 b LA, < SAN MH OP: 573.82 I V IN: 569133 lb I V.OUT: 569.1 13 (0 ><, 76 CURB D OUTE ROOF DRAINS TO STORM cp Al to SAN. LA�T CURB DI TOP: 576.55 .0. INV OUT: 571.90 1 INV IN: 572.00 U B DI Z lb Z, 594 MH- 1 TOP: 58625 to 1PVC PATIO DRAI INV IN: 576-37 NV OUT. 576.27 ... . .... .. r.-. 22.5' Bend. . ... ... FF7+44 ,CURB DI aterr-nairl A' ................ ....................ACE ............. ... ....... PLN GA J_IEPIRIN <-is> CURB DI TOP: 588.10 . ..... .... INV IN: 580.83 INV OUT: 578.63 -lZ3 UTILITIES PLAN I �Q- 13 SCALE: 1 20' , ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 5 OF 10 C-1.3 2 SITE P LAN C-1 ,4 SCALE: 1" = 20' VDOT CLASS Al RIPRAPJ FILTER CLOT 5 OUTFALL SWALE DETAIL -1 , SCALE: NONE n I U w N I w Z J U Q TOP: 569.40 !NV OUT: 563.90 CONNECTION AT MH -D3 INV IN: 564.10 OL 7'-0" MIN. ABOVE GRADE 4" CONCRETE SLAB ON 4" #21A CRUSHED STONE P.T. 2x8, CONT. P.T. 1x6, CONT. P.T. 1x6 VERTICAL, NO GAPS /-P.T. 2x4 ® 24 " O.C. / NOTCH INTO POSTS P.T. 6x6 POST 2" CLEAR ABOVE GRADE ccnnr s-�DUMPSTER SCREEN DETAIL -j . SCALE: NONE 27 ADDITIONAL ON -STREET PARKING SPACES AVAILABLE IN AREA D GATHERI N(G PLACE 15 SPACES 4" CONCRETE SIDEWALK W/ WWF REINFORCEMENT & BROOM FINISH 1/4- PER FT. SLOPE 4" VDOT #21A VDOT CG -2 (OR CG -6) CURB SEE PLAN FOR LOCATIONS RIGHT-OF-WAY PATCH: 8" VDOT #21A BASE 3" VDOT SM -9.5A CONCRETE SIDEWALKS: 4" VDOT #21A BASE 4" 3,000 PSI CONCRETE PARKING LOT 2" VDOT SM -9.5A 6" VDOT 21A \Ox\\ SUB COMPACTED 4 TYP. SIDEWALK & PAVEMENT DETAIL -1.4) SCALE: NONE SITE ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 3 03-21-06 2 12-12-06 6 ADDITIONAL OFF-SITE PARKING PLAN 1 10-31-05 REVISION DATE: C-1.4 SCALE: I"= 30' PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 6 OF 10 C- 1 404 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 7 OF 10 DAGGETT & GRIGG ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 Z •� � w o � o 075c: w �� z •c: D U O O' ° z U •- U Q +- 0) ° w (Mod 0 Z V) � 0 w LL ° E C6 U2 - .� LL QLQ N L Q O CL 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 8 OF 10 C-1.6 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 Q)V) _}.•� U Z •� .�' -�N> w O �� o°�0 c: Z •� � r3e U CL (D)o6 w ° E o6 UW .� u- _ u- Q O 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 9 OF 10 LANDSCAPING SCHEDULE TOTAL CANOPY: 12,509 S.F. (13.6% OF PHASE II AREA) SYMBOL SIZE QUANT v PLANTING QUANTITY A EXISTING TOTAL TYPE NOTESSYMBOL 1.5'-2.5' 73 2,166 SF 10 TREES CANOPY 109 OF 64,225 SF SIZE 7,189 SF Ex125 o COVERAGE w "SCHIPKAENSIS" PL 1.5'-2.5' 20 JUNIPERUS VIRGINIANA "HILLSPIRE" (C 4'-5' 6 0 = N JUNIPERUS CHINENSIS SARGENT JUNIPER JC ACER RUBRUM AR 2.5-3" C 3 397 1'_1,5' 1,191 LARGE SHADE MAJESTIC LIRIOPE 'MAJESTIC' LM "RED SUNSET" RED MAPLE LIRIOPE MUSCARI 1 PT. 1,177 COTONEASTER SALICIFOLIUS "RIEPANDENS" QUERCUS PHELLOS Qp 2.5-3" C 7 370 2,590 LARGE SHADE WILLOW OAK CRATAEGUS VIRIDIS "WINTER CV 6'-8' 18 184 1,656 SMALL TREE KING" HAWTHORN CERCIS CANADENSIS CC 6'_8' 7 124 992 ORNAMENTAL "FOREST PANSY" REDBUD KOELREUTERIA PANICULATA KP 6'_8' 16 380 6,080 ORNAMENTAL/ GOLDENRAINTREE STREET TREE LAGERSTROEMIA INDICA "NATCHEZ" LG 6'-7' 6 - - "NATCHEZ" CRAPEMYRTLE ORNAMENTAL wPLANTING O SYMBOL SIZE QUANT v ABELIA GRANDIFLORA z GLOSSY ABELIA AG 1.5'-2.5' 73 2,166 SF 10 TREES CANOPY 109 OF 64,225 SF = 6,423 SF 7,189 SF o PRUNUS LAUROCERASUS "SCHIPKAENSIS" PL 1.5'-2.5' 20 JUNIPERUS VIRGINIANA "HILLSPIRE" (C 4'-5' 6 0 = N JUNIPERUS CHINENSIS SARGENT JUNIPER JC 15"-18" 124 COTONEASTER HORIZONTALIS COTONEASTER CH 1'_1,5' 36 MAJESTIC LIRIOPE 'MAJESTIC' LM LIRIOPE MUSCARI 1 PT. 1,177 COTONEASTER SALICIFOLIUS "RIEPANDENS" COTONEASTER CS 1'-1.5' 36 NOTES LANDSCAPING REQUIREMENTS REQUIRED PROVIDED 1 TREE PER 40' OF (GATHERING PL. & 568'/1 TREE PER FRONTAGE DEERWOOD ONLY) 40' = 14 TREES 14 TREES PARKING AREA: 5% x 32,171 SF = 1 TREE/10 SPACES 1,609 SF x 91 SPACE =9 TREES 2,166 SF 10 TREES CANOPY 109 OF 64,225 SF = 6,423 SF 7,189 SF 2,649 S.F. ® 18" O.C. NOTES: 1. ALL GRADED AREAS ARE TO BE PLANTED IN SOD UNLESS OTHERWISE NOTED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE SHRUB. LANDSCAPE PLAN �-1 ,Q SCALE: 1" = 20' ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 UM •c:— Z •amu 0) C� U— �- ._ Z 00 >- 0 c: 0c � J OOS)O �z U •- U w Q CL �od C) �QC- (/) :�E o U C: w o E v) u- —w-� Z LLQ Q O J 3 03-21-06 2 12-12-06 1 10-31-05 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 09-26-05 DRAWING NUMBER: SHEET 10 OF 10 ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 U JN I r Pl-ANS -Tc-) I nt i c -Xe S -TAT V S PRICING SET REVISION NO.: DATE: PROJECT NO.: DATE: 0506 1-17-06 DRAWING NUMBER: A-8.1 ARCHITECTS PC 100 10TH STREET, N E CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 a JAL -1 REVISION NO.: DATE: PROJECT NO.: DATE: 0506 1-17-06 DRAWING NUMBER: A-802 14 "W12 W12 R� 3'— 0' A UNIT "C" KITCHEN ELEVATION —8. 1/2" = V-0., MICROWAVE UNIT "C" KITCHEN ELEVATION 1/2" = V-0" CJ I r OPEN nicu\n/ncuE-D UNIT "C" ISLAND ELEVATION ` 1/2" = V-0" Y �� UNIT "C" BATHROOM ELEVATION 1/2" = V-0" NOTES THIS DRAWING a cI & SHOWER TO CLG. 0 BAMBOO STRIP FLOORING 0 5'4 X 6 MAHOGANY DECKING ON P.T. WD. SLEEPERS - TOP OF DECK FLUSH WITH INT. FLOOR EPDM MEMBRANE ROOFING 05 PVC DRAIN rl 01 © GYPSUM BOARD THICK FROSTED TEMP. CLAS ® 4" BRUSHED ALUM. BASE B30 B12 11-011<RAFTMAID ?'-6' (440)632-5333 R� 3'— 0' A UNIT "C" KITCHEN ELEVATION —8. 1/2" = V-0., MICROWAVE UNIT "C" KITCHEN ELEVATION 1/2" = V-0" CJ I r OPEN nicu\n/ncuE-D UNIT "C" ISLAND ELEVATION ` 1/2" = V-0" Y �� UNIT "C" BATHROOM ELEVATION 1/2" = V-0" NOTES THIS DRAWING a CERAMIC TILE - BATH FLOOR & SHOWER TO CLG. 0 BAMBOO STRIP FLOORING 0 5'4 X 6 MAHOGANY DECKING ON P.T. WD. SLEEPERS - TOP OF DECK FLUSH WITH INT. FLOOR EPDM MEMBRANE ROOFING 05 PVC DRAIN © GYPSUM BOARD THICK FROSTED TEMP. CLAS ® 4" BRUSHED ALUM. BASE 1-91 4" CLEAR SILICON JOINT 11-011<RAFTMAID CABINETRY TYP. - (440)632-5333 2 -PLY PLYWOOD @ EXPOSED FACES OF ISLANDS - 11 MAPLE OR BIRCH PLYWOOD W/ CLEAR FINISH OVER 4" PLYWOOD, MITERED CORNERS - TYP_ UNIT PLAN "C" LOFT 1/2" = V-0" XXX SQFT No MESON MEMNON MENEM DAG G ETT & GRIGG ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 PRICING SET REVISION NO.: DATE: PROJECT NO.: DATE: 0506 1-17-06 DRAWING NUMBER: A -8o3 DAG G ETT & GRIGG ARCHITECTS PC 100 10TH STREET, NE CHARLOTTESVILLE, VA VOICE: 434/971-8848 FAX: 434/296-3040 PRICING SET REVISION NO.: PROJECT NO.: 0506 DATE: DATE: 1-17-06 DRAWING NUMBER: A-8 • IN ,■ ......... . . ...... ................... ........... .... ........... .... ........ ...... ......... ... .. ................... ................... .................... ■ ■ a M f 580 Ile 10#0 Grading Eas6wif N66*4 584 J If� 20' Access Easment Required /6 102 Parking c�pq r 5 � ig 568 \ •; 582 / 570 , \� 572 `? 1 574�`� / 576 P, 578 ' 580 40 y IVI' 582 �1 North / 584 / 1588 586 ` Site Plan & Zoning Data Hollymeade Block Seven Approximate Acreage 2.16 Allowed Uses: Residential Non -Residential Allowable Building Footprint 26,000 sf (Non residential use only) Building Character Non Sloped roofs allowed in Block VIII only Designed to appear as multiple attached buildings Parking Requirements Residential 1 per studio apt. 2 per other residential Non Residential 5 spaces per 1000 sf Parking on Road E may count to required amount if on site parking is less than required Maximum Non Residential Use in sf 50,000 sf Minimum Dwelling Units 20 Maximum Dwelling Units 70 Minimum Residential Use in sf 35,000 sf Maximum Residential Use in sf 84.000 sf Minimum Residential Units per Acre 9.26 x 2.16 = 20 Units Maximum Residential Units per Acre 32.41 x 2.16 = 70 Units Block Coverage - Building and Parking 40%-70% Maximum Stories Streetside 3 Maximum Building Height 40' Maximum Building Per Single User 25,000 sf Front to Build Line 01- 20' Minimum % of Front Building Elevation at or within Build to Line 50% Minimum Side Yard 3' except 0' with common wall Minimum Rear Yard 3' Grading EasmeK Neese¢ ' b84 582 Service Parking , 60 Feet 20' Access Easment Required /580 t Typical stair to Residential' 102 Parking Space o <6 \ CD HC 578 HC Retainig Wall ' •, \� �' �`y \ 568 ` t •.\ , \ ! n `H ., � 1 A i. 570 a 572 �I r e 574 ` 1/ 578 ` 580 14 582 \ eek 200 F X. 80 � X82 X584 w� i �588� X90 r , I . - ►r 596 Building Area & Parking Requirements Use & Area per Floor Parking Factor Used Floor One 22150 sf of Office Space: 111 5 spaces per 1,000 sf of office space Floor Two 24 +/-650 sf Studio Apartments 24 1 space per studio apartment -- _ 4 +/-900 sf Studio Apartments 4 1 space per studio apartment Floor Three 24 +/-650 sf Studio Apartments 24 1 space per studio apartment 4 +/-900 sf Studio Apartments 4 1 space per studio apartment Total Spaces Required after Reduction 167 35% reduction for shared parking 58 Max. reduction allowed by Alb. County Total Spaces Required after Reduction 109 Second & Third Level Plan w/ Site North 584.588 586Scale: 1"= 50' • On Street Parking Available 23 Size and spacing per Hollymeade Ordinanace Required on Site 86 Provided on site 102 Surplus 16