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Home My WebLink AboutSDP200300015 Plan - Approved Minor Amendment 2003-11-0310, !BUILDING CHARLES PAYNE SETBACK TAX MAP: & UJ2-00-OA-00900 ZONED: R-15 USE: RESIDENTIAL it) EXISTING D IMPSTER IFj 13 BUILDING 0221 RELOCATE EXIST. AHUe (2) ❑❑ 'Y P DEMO A RTION G OF EXIST. A HPALT FOR NEW D CK W/ MULCHIBELOW GRIT -VA TAX MAP: 61W ZONED: PRD USE: RESIDENTIAL EXISTING EXISTING 3x3 ELEC. EXISTING 6'-O" DUMPSTER�TRANSFORMER� WOOD FENCE N 16' 15' 00" W 30233' DEOO. EXISTING c c. PAP W/ B 3KETBALL '"��'i'i' 51JILDING 020SUILDING *191 POLE 1 `�%v REMO EXISTI ' TYPICAL 11—PINE T ES Q' I STALL 15 (II TOT L) RELOCATE 18'-0"x9'-I" RELOCATE DEMO. A PORTIO OF AL EXIST. AHUe (2) EXIIST. AHUe l2) FEXIST. CONC. SID K 1 / '/ • 1, CO p [_- DEMO A , A PORTIO E a �/j PORTION EXISTING 4'-0" 3XI T. ASHPAL AS PALT 44 CARS MO A PORTIO 7 OF EXIST. TALL, 8" BRICK NW DECK W VOID WITH OF E 3T. ASHPALT _ ASHPALT RETAINING WALL M LCH BELO GsRASB NFILL EXISTING v r WITH 6'-ID" TALL — FOR EW DECK W/ t. TYP.) 2x3 D.I. 5 CHAIN LINK FENCE ti(5 TOTAL)=}',;ck ON t-Mt� TO 5E REMOVED / = 5 16' 44' 40" E S46.81' A AL O I / TV %ILDING 0211 RELOCATE I —EXIST. AHU5 (6) REMOVE EXISTING MULCH AND DIRT INFILL/EXCAVATE TO EXST. 5URIED POOL STRUCTURE AND REMOVE SOUTH WALL OF STRUCTURE/INFILL BACK WITH SUITABLE COMPACTABLE FILL FOR NEW PAYING TAX MAP: 61 REMOVE ALL EXISTING PLAYGROUND EQUIPMENT/RELOCATE TO NEW PARCEL: 29A RECREATION AREAS/CONFIRM EXACT LCOATION WITH OWNER ZONED: RURAL EXISTING SITE PLAN WITH DEMOLITION EXISTING SITE PLAN WITH UTILITIES VICINITY M.4 'OAK FOREST' TAX MAP: rolWI ZONED: R-I EXISTING 12'-0" USE: RESIDENTIAL WOOD FENCE EXISTING 10' BUILDING 3ETBACK 3x3 ELEC. TRANSFORMER EXISTING DUMPSTER N 16' 44' 40" 415.66' ❑ ❑ nQFj 2/-1 BUILDING 0111 ^ BUILDING 0161 TV 0 RELOCATE / RELOCATE EXIST. AHUe (2) EXIST. AHUe (2) r ❑ i I ❑co ❑❑_ L ❑❑ �/ /D O A P RTI OF EXIST. SHPALTi /� '—FO EW DtGK W/ MU H C BE / L �,. _.,�, 6�9 44 CARS DEMO A PO TION � OF EXIST, ASH ALT FOR NEW pEC W/ _ _REMOVE EXISTING PAY PHONE AND WHITEWOOD ROAD (&0'-011 RIW) DEMO CONC. PAD BUILDING SETBACK TAX MAP: & I PARCEL: 28 ZONED: RURAL SITE FLAN — GsENERA1_ NOTES 1. THE EXISTING SITE LIGHTING WILL NOT CHANGE. 2. COORDINATE ALL SITE PLANS WITH ALL ARCHITECTURAL, PLUM51NG, MECHANICAL, AND ELECTRICAL PLANS. 3. ALL EXISTING SANITARY SEWER SHALL REMAIN AS EXISTING. 4. ALL EXISTING STORM SEWER SHALL REMAIN AS EXISTING. 5. ALL EXISTING WATER LINES NOT USED SHALL 5E ABANDONED. WILDING #151 RELOCATE EXIST. AHU5 ((o) BUILDING #141 RELOCATE I -EXIST. AHUe (2) co„.y.. DEMO A PORT ON OF EXIST. ASHP LT FOR,— 10, -aUILDING SETBACK 5OURCE Of= 51URVE"'r SOURCE OF SURVEY IS FROM A SURVEY DATED 5EPTEM5EFR 19, 1903 ANI-) REVISED ON OCT05ER 29, 1903 AND ON OCT05ER 16, 2003 5Y 5. AU5REY HUFFMAN 4 ASSOCIATES, LTD. 210 50URCE OF tOPOCzRAPI—Il' SOURCE OF SITE TOPOGRAPHY IS FROM A TOPOGRAPHY MAP TITLED 'REVISED WHITEWOOD ROAD APARTMENTS' DATED MAY 1912 FROM AL5EMARLE COUNTY. I�r " II�® Q n Its TAX MAP: (o1 PARCEL: 2ro ZONED: C-I COMMERCIAL SIGNATURE PANEL OA UA.Q�)b " 11.3•0, DIRECTO F PLANNING DATE 51TE f='L.,4N INFCf;M,4TION TAX MAP: 61 PARCEL: 28A ZONED: PRD = "PLANNED RE51DENTAL DEVELOPMENT" 3.29 ACRE SITE .32 ACRE DISTURBED O GAT , a 2d03 c -,3 Associates Architects P.O. Box 78 Charlottesville, VA 22902 (434) 977-2791 (434) 977-0593 (FAX) T p G 0 o RICHMD J. FUNK, JR. No. 7423 W E-4 E--' H.. E °"1 2 ALBMRLE CO 10/30/03 1 ALBMRLE CO 09/08/03 NO DESCRIPTION DATE REVISIONS EXISTING SITE PLAN NORTH SCALE 1 " — 40)-0" DATE 07-21-03 DWN BY MSC, FW CHECKED BY RJF.JR. PROJECT NO V2022 DRAWING NO OF 3 Y ICINIT"I" �1,4f= V, 4� NEW 5'-0" CONC. RAMP w/ FTC). STEEL RAIL RELOCATED AHUe (2) NEW DECKS ATTACHED TO EXIST. BUILDING N 14' 09' ooll III I tit C,VN.7 I RUC. I KG N =ry 1 NANC,= UTILITIE LANID,5CAFING TREE/SHRUB TYPE SIZE QUANTITY RED MAPLE "OCT05ER GLORY" 11/2" DIA. I& (ACER RUBRUM) HINE5E JUNIPER - poi JUNIPERU5 CHINE5I6 'PFITZERANA COMPACTA") 51TE FLAN - C ENE fR AL NOT 5 I. THE EXISTING 51TE LIGHTING WILL NOT CHANGE. 2. COORDINATE ALL SITE PLANS WITH ALL ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL PLANS. 3. ALL EXISTING SANITARY SEWER SHALL REMAIN AS EXISTING. 4. ALL EXISTING STORM SEWER SHALL REMAIN AS EXISTING. 5. ALL EXISTING WATER LINES NOT USED SHALL BE ABANDONED. NEW SEWER LINE TO BE CONNECTED TO THE EXISTING SEWER MAIN ALONG WHITEWOOD ROAD NEW ASHPALT CONSISTS OF: 11i2" 8112-A BITUMINOUS CONCRETE ON TOP OF 3" BM2 BITUMINOUS CONCRETE ON TOP OF: 8" 21-A STONE TO EXIST. BUILDING EXISTING WATER MAIN 50URGE OF eUfRVEY SOURCE OF SURVEY IS FROM A SURVEY DATED SEPTEMBER 19, 1983 AND REVISED ON OCT05ER 29, 1983 AND ON OCT05ER 1(o, 2003 BY B. AUBREY HUFFMAN 4 ASSOCIATES, LTD. &OURCE OF T OFOG;RAFHI'' SOURCE OF SITE TOPOGRAPHY 15 FROM A TOPOGRAPHY MAP TITLED 'REVISED WHITEWOOD ROAD APARTMENTS' DATED MAY 1972 FROM ALBEMARLE COUNTY. V TYPE K COPPER FOR eINGsLE TAP (TYPICAL) IWOTE: ALL METERS WILL BE I" SITE FLAN INN-OfRt'"IATION TAX MAP: (o1 PARCEL: 2SA ZONED: PRD = PLANNED RE5IDENTAL DEVELOPMENT" 3.29 ACRE SITE .32 ACRE DISTURBED F14fRK I NG;$ 5ut1*-1 14R'1r EXISTING SPACES = 142 PROPOSED SPACES = 142 u 12- ID' BUILDING= SETBACK Uhl I T eU1-1'1�'i,Af RY EXISTING UNITS: i BEDROOM UNITS = S 2 BEDROOM UNITS = S8 3 BEDROOM UNITS = 0 PROPOSED UNITS: I BEDROOM UNITS = 19 2 BEDROOM UNITS 57 3 BEDROOM UNITS = 20 THE PROPOSED UNITS INCLUDE THE FOLLOWING NEW BARRIER-FRE UNITS: I BEDROOM UNITS = 0 2 BEDROOM UNITS � �i V = 2 (BUILDING #151) 3 BEDROOM UNITS = I (BUILDING *211) nr i q 0 'inn C-,.,-3 �-S-1 Associates Architects P.O. Box 78 Charlottesville, VA 22902 (434) 977-2791 (434) 977-0593 (FAX) v � RICHARD J. FUNK, JR. No. 7423 F.� H .J /4 �` VS EH 2 ALBMRLE CO. 0/30/03 1 ALBMRLE CO. 9 08 0 NO DESCRIPTION DATE REVISIONS PROPOSED SITE PLAN NORTH SCALE 1" = 40'-0" DATE 07-21-03 DWN BY HSC, FW CHECKED BY RJF.JR. PROJECT NO V2022 DRAWING NO -9 D1 2 116. OF il•2 �-1D ��a� flp - a 1 GENE SAL EfROSION AND S D i1 I NT CONTF1,0L NOTES I. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 2. the plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 3. All erosion and sediment control measures are to be placed prior to or as the first step In clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plane (Including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner For review and approval by the plan approving authority. 6. The contractor is responsible for installation OF any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 1. All disturbing areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until Final stabilization is achieved. S. During dewatering operations, water will be pumped Into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10, This plan is provided For the implementation of erosion and sediment control measures only. 11. The existing cover at the site is pavement and grass. 12, The earthwork indicates a need For off -efts borrow. The contractor shall comply with note 5 above. 13. A wash rack will be Installed If the erosion control officer deems it necessary due to excessive amounts of soil deposits on any paved surfaces. $OIL ER05ION AND SEDIMENT CONTROL SYMBOLS CD = CHECK DAM CE= CONSTRUCTION ENTRANCE CR5= CONSTRUCTION ROAD STABILIZATION DC = DUST CONTROL MU = MULCH P5 = PERMANENT SEEDING SF -SILT PENCE VEC= VEGETATION COVER UTILITIES LANDSCAFING; TREE/SHRUB TYPE SIZE aUANTiTY RED MAPLE "OCTOBER GLORY" 1112" DIA. I� (ACER RUBRUM) HINESE JUNIPER - 07 JUNIPERUS CHINE5I6 'PFITZERANA COMPACTA") SITE FLAN - GEN 1RAL NOTES 1. THE EXISTING SITE LIGHTING WILL. NOT CHANGE, 2. COORDINATE ALL SiTE PLANS WITH ALL ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL PLANS. 3, ALL EXISTING SANITARY SEWER SHALL REMAIN AS EXISTING. 4. ALL EXISTING STORM SEWER SHALL REMAIN AS EXISTING. 5. ALL EXISTING WATER LINES NOT USED 51HALL BE ABANDONED. NEU) SEUUER LINE TO BE CONNECTED TO THE EXISTING SEUIER MAIN ALONG WHITEWooD ROAD NEW ASHPALT CON515TO OF: I1i2" el`12-A BITUMINOUS CONCRETE ON TOP OF 3" 51`12 BITUMINOUS CONCRETE ON TOP OF a" 21-A STONE 5Ol.t1RCE OF sufRVE� SOURCE OF SURVEY 15 FROM A SURVEY DATED SEPTEMBER 19, 1903 AND REVISED ON OCTOBER 29, 1983 AND ON OCTOBER l o, 2003 BY B. AUBREY HUFFMAN 4 ASSOCIATES, LTD. SOURCE OF TOPOGRAPHY SOURCE OF SiTE TOPOGRAPHY IS FROM A TOPOGRAPHY MAP TITLED 'REVISED WHITEWOOD ROAD APARTMENTS' DATED MAY 19-12 FROM ALBEMARLE COUNTY. I" TYPE K COPPER FOR SINGLE TAP (TYPICAL) NOTES A" METERS U11LL RE I" 51TE FLAN INFORMATION TAX MAP: ro I PARCEL: 28A ZONED: PRD = "PLANNED RE81DENTAL DEVELOPMENT" 3.29 ACRE SITE .32 ACRE DISTURBED FAR<NG SUr-�AfRY EXISTING SPACES = 142 PROPOSED SPACES = 142 10' BUILDING SETaACK VIGINiT"' 1„fAf=l UNIT 6W-1 IAFR� EXISTING UNiTS: 1 BEDROOM UNITS = S 2 BEDROOM UNITS = 88 3 BEDROOM UNITS = 0 PROPOSED UNITS: 1 BEDROOM UNITS = 19 2 BEDROOM UNITS = 5i 3 BEDROOM UNITS = 20 THE PROPOSED UNITS INCLUDE THE FOLLOWING NEW BARRIER-FRE UNITS: 1 BEDROOM UNITS = 0 2 BEDROOM UNITS = 2 (BUILDING 0151) --- f-'-CE",IV-'' 3 PEDROOM UNITS = 1 (BUILDING '"211) .•.., r n (1 n n 7 C �_3 Associates Architects P.O. Box 78 Charlottesville, VA 22902 (434) 977-2791 (434) 977-0593 (FAX) RICHARD J. FUNK, JR. No. 7423 1,4 i� llr��ii��-111111 U O O DO W W F---1 2 ALBMRLE CO. 0/30/03 1 ALBMRLE CO. 9 08 03 NO DESCRIPTION DATE REVISIONS E & S PLAN (5 NORTH SCALE 1" = 40'-0" DATE 07-21-03 DWN BY HSC, FW CHECKED BY RJF.JR, PROJECT NO V2022 DRAWING NO OF