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Home My WebLink AboutSUB201500223 Plan - Approved Road Plan and Comps. 2016-02-09ROAD PLAN AMENDMENT fOR r-, IVER51DE VILLAGE TRAIL51DE COURT am N SHEET INDEX C I — COVER SHEET C2 — PLAN AND PROFILE VICINITY MAP SCALE: 1"-1,00a $ ,�yqq))33y -p by The, �jj$�ii.)e ?gra irle '9i -.i {5-�13it±y�q �-�}'ry �qp p{' caa?'71lm Ull S.°{ .� Eli -j �'I3sJ �.�inerit d�"opai Bd o.at HeS" OWNER / DEVELOPER Riverside Village Properties, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 ZONING TMP 78-58 NMD —Neighborhood Model Development EC —Entrance Corridor Per Approved Application Plan. ZMA 2012-00002. Special Exceptions: Section 14-234(C): Traffic volume adequacy; Section 14-410(H): Curb, gutter, sidewalk, and planting strip; Section 14 -412(A) -3(b): Alternative standard deemed adequate by county engineer; and Section 14-422(A): Sidewalks and planting strips at portico entrance to Block 5. A special permit (SP201300001) for fill in the floodplain was also approved. Variations to approved ZMA for landscaping and setbacks approved by the board of supervisors on 12/10/2014. Affordable housing proffer revision approved on 09/02/2015 ZMA-2015-00003. AFFORDABLE HOUSING Block 5: 4 Affordable Units & 20 Market Units SOURCE OF TITLE Tax Map 78, Parcel 58 DB 4150 F'G 20 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. Benchmark is existing DI at the end of Trailside Court. SOURCE OF BOUNDARY & TOPO Recorded Plat: D.B. 4475 PG. 705 Source of Topography: Field topography by Roger W. Ray & Associates. Dated 12/04/2015. SETBACKS Per approved ZMA #2012-00002. See sheet C2. EXISTING USE Private Road PROPOSED USE Private Road. Refer to Block 5 Site Plan for Landscaping Details. WATERSH EDS This site lies within the Upper Rivanna River Watershed, outside any Water Supply Protection Areas. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100—year flood plain. LOMA for Property approved 05/19/2015 FEMA Case #15-03-1871A. LOMA—F for fill placed per SP -2013-00001. ENTRANCE CORRIDOR Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. %%JUSTIN M. SHIMP � Lic No 45183 O LEGEND yy.2 ^", H16Y Leat EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION i "T' X 125 TC TOP OF CURB ELEVATION 0-0 LIGHT POLE �a 10 PARKING COUNT X 125 SPOT ELEVATION — —0— UTILITY POLE CROSSWALK ^` t= X 125 TW TOP OF WALL ELEVATION 0 s;. r ; HAINDICAP ACCESSIBLE AISLE Y- ° X 125 B W BOTTOM OF WALL ELEVATION SANITARY EASEMENT '^...._ = CG -12 BENCHMARK GRADING EASEMENT rle ;, �HAINDICAP PARKING �# �.. u DRAINAGE EASEMENT STORM SEWER NOTE: A i .SITE _.LL._. UTILITY EASEMENT 1. THE SIZE OF THE SYMBOLS MAY VfARY FROM WHAT IS SHOWN. RD ROOF DRAIN VVi r--.,..x=,.._.......e..... WATER EASEMENT SEWER LINE It a,; ACCESS EASEMENT --,-- _: °»---------- s"w WATER LINE tlr• S�tsii,H1� fi }Ji .YAC fi .^ �`. V AaXXXX GAS LINE _. ----- -. OHE OVERHEAD ELECTRIC WIRE ; w -_.. _,. -_ ..._.,: � � , �.�.� TREE LINE s�A UGE UNDERGROUND ELECTRIC ---------------- - -F FENCE CURRENT DEVELOPMENT PLANNER oHr OVERHEAD TELEPHONE LINE — , STREAM dei+ •} - {�:r UGT UNDERGROUND TELEPHONE LINE .H'dense0 Rd 12— INTERVAL CONTOUR y:M t rfs. -- oo— INDEX CONTOUR i. {.ff t„Nyy t3. �j i, j.„..eA RRi gP�r�dg%LSii.- PROPERTY LINE ,n-s. — — — — ADJACENT PROPERTY LINE ALBEMARLE COUNTY SERVICE AUTHORITY CG --f t' b STANDARD 6" CURB PA, ell ii i Ctr > 4ondP .� h.4 e6d P 'ek, + YI 9'$�-�%, hh, r"�YfR5m P9C �( - .meg• .k5rl BUILDING SETBACK- %I $ ,�yqq))33y -p by The, �jj$�ii.)e ?gra irle '9i -.i {5-�13it±y�q �-�}'ry �qp p{' caa?'71lm Ull S.°{ .� Eli -j �'I3sJ �.�inerit d�"opai Bd o.at HeS" OWNER / DEVELOPER Riverside Village Properties, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 ZONING TMP 78-58 NMD —Neighborhood Model Development EC —Entrance Corridor Per Approved Application Plan. ZMA 2012-00002. Special Exceptions: Section 14-234(C): Traffic volume adequacy; Section 14-410(H): Curb, gutter, sidewalk, and planting strip; Section 14 -412(A) -3(b): Alternative standard deemed adequate by county engineer; and Section 14-422(A): Sidewalks and planting strips at portico entrance to Block 5. A special permit (SP201300001) for fill in the floodplain was also approved. Variations to approved ZMA for landscaping and setbacks approved by the board of supervisors on 12/10/2014. Affordable housing proffer revision approved on 09/02/2015 ZMA-2015-00003. AFFORDABLE HOUSING Block 5: 4 Affordable Units & 20 Market Units SOURCE OF TITLE Tax Map 78, Parcel 58 DB 4150 F'G 20 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. Benchmark is existing DI at the end of Trailside Court. SOURCE OF BOUNDARY & TOPO Recorded Plat: D.B. 4475 PG. 705 Source of Topography: Field topography by Roger W. Ray & Associates. Dated 12/04/2015. SETBACKS Per approved ZMA #2012-00002. See sheet C2. EXISTING USE Private Road PROPOSED USE Private Road. Refer to Block 5 Site Plan for Landscaping Details. WATERSH EDS This site lies within the Upper Rivanna River Watershed, outside any Water Supply Protection Areas. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100—year flood plain. LOMA for Property approved 05/19/2015 FEMA Case #15-03-1871A. LOMA—F for fill placed per SP -2013-00001. ENTRANCE CORRIDOR Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. %%JUSTIN M. SHIMP � Lic No 45183 O LEGEND IMAGE PROVIDED BY GOOGLE: MAPS EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION i "T' X 125 TC TOP OF CURB ELEVATION 0-0 LIGHT POLE �a 10 PARKING COUNT X 125 SPOT ELEVATION — —0— UTILITY POLE CROSSWALK ^` t= X 125 TW TOP OF WALL ELEVATION 0 s;. r ; HAINDICAP ACCESSIBLE AISLE Y- ° X 125 B W BOTTOM OF WALL ELEVATION SANITARY EASEMENT '^...._ = CG -12 BENCHMARK GRADING EASEMENT rle ;, �HAINDICAP PARKING u DRAINAGE EASEMENT STORM SEWER NOTE: _.LL._. UTILITY EASEMENT 1. THE SIZE OF THE SYMBOLS MAY VfARY FROM WHAT IS SHOWN. RD ROOF DRAIN r--.,..x=,.._.......e..... WATER EASEMENT SEWER LINE ACCESS EASEMENT --,-- _: °»---------- s"w WATER LINE STORM DRAINAGE EASEMENT SIGNATURE BLOCK DAT E GAS GAS LINE ----- -. OHE OVERHEAD ELECTRIC WIRE ; w -_.. _,. -_ ..._.,: � � , �.�.� TREE LINE UGE UNDERGROUND ELECTRIC ---------------- - -F FENCE CURRENT DEVELOPMENT PLANNER oHr OVERHEAD TELEPHONE LINE — , STREAM __ ,,; ............ UGT UNDERGROUND TELEPHONE LINE 2 12— INTERVAL CONTOUR CURRENT DEVELOPMENT ENGINEER -- oo— INDEX CONTOUR PROPERTY LINE — — — — ADJACENT PROPERTY LINE ALBEMARLE COUNTY SERVICE AUTHORITY CG --f CG -2 STANDARD 6" CURB VACATED PROPERTY LINE ,5a - CG -6 COMBINATION 6" CURB & BUILDING SETBACK- w -r. GUTTER FIRE OFFICIAL PARKING SETBACK BENCHMARK r ' _- CONCRETE PAVEMENT / SIDEWALK ARCHITECTURAL REVIEW BOARD RIPRAP t DRAIN INLET DI ASPHALT yR- ® OSTORM/SANITARY MANHOLE 0 GRASS BUILDING OFFICIAL PLUG EC -2 MATTING k4r ®V WATER VALVE & BOX EC -3 MATTING VIRGINIA DEPARTMENT OfF TRANSPORTATION -i- FIRE HYDRANT WETLAND r.^ ®"' WATER METER $ ,�yqq))33y -p by The, �jj$�ii.)e ?gra irle '9i -.i {5-�13it±y�q �-�}'ry �qp p{' caa?'71lm Ull S.°{ .� Eli -j �'I3sJ �.�inerit d�"opai Bd o.at HeS" OWNER / DEVELOPER Riverside Village Properties, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 ZONING TMP 78-58 NMD —Neighborhood Model Development EC —Entrance Corridor Per Approved Application Plan. ZMA 2012-00002. Special Exceptions: Section 14-234(C): Traffic volume adequacy; Section 14-410(H): Curb, gutter, sidewalk, and planting strip; Section 14 -412(A) -3(b): Alternative standard deemed adequate by county engineer; and Section 14-422(A): Sidewalks and planting strips at portico entrance to Block 5. A special permit (SP201300001) for fill in the floodplain was also approved. Variations to approved ZMA for landscaping and setbacks approved by the board of supervisors on 12/10/2014. Affordable housing proffer revision approved on 09/02/2015 ZMA-2015-00003. AFFORDABLE HOUSING Block 5: 4 Affordable Units & 20 Market Units SOURCE OF TITLE Tax Map 78, Parcel 58 DB 4150 F'G 20 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. Benchmark is existing DI at the end of Trailside Court. SOURCE OF BOUNDARY & TOPO Recorded Plat: D.B. 4475 PG. 705 Source of Topography: Field topography by Roger W. Ray & Associates. Dated 12/04/2015. SETBACKS Per approved ZMA #2012-00002. See sheet C2. EXISTING USE Private Road PROPOSED USE Private Road. Refer to Block 5 Site Plan for Landscaping Details. WATERSH EDS This site lies within the Upper Rivanna River Watershed, outside any Water Supply Protection Areas. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100—year flood plain. LOMA for Property approved 05/19/2015 FEMA Case #15-03-1871A. LOMA—F for fill placed per SP -2013-00001. ENTRANCE CORRIDOR Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. %%JUSTIN M. SHIMP � Lic No 45183 O �M No�Parking Sign 365 360 355 350 345 3410 33. I 5 3311.5+50 /I Rif AMENDMENT NOTES: REVISIONS TO PLAN ARE LIMITED TO: 1. MODIFICATION TO VEHICULAR TURNAROUND TO INCLUDE LANDSCAPED CIVIC PLAZA. 2. ADJUSTMENT OF ENTRANCES TO BLOCK 5 PER FIRE MARSHAL. 3. PROVIDING 8' PAVER SIDEWALK AND STAMPED CONCRETE CROSSINGS. 13+00 12+50 1'L+uu I I+nu TRA LS DE CT. PLAN AND PROFILE SCALE: 1"-20' Horizontal, 1"=5' Viertical ,,�MIN. WIDTH EQUAL TO BASE THICKNESS PLASTIC EDGE RESTRAINT EAGLE BAY BRICKSTONE CHAMFERED PAVER :::... 1.5” -SAND BEDDING 1Oo°o o°o°o°o°o°o°o°o°o°o°o°o° 4" - VDOT #21A BASESTONE �io 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GEOTEXTILE AS REQUIRED (TURN UP AT SIDES OF BASE) 6" - COMPACTED SUBGRADE CBR=10 STAKE TO BE FIELD VERIFIED TYPICAL CONCRETE PAVER SECTION FOR SIDEWALK Not To Scale I 1 +uu . ,. .. a 7" - 3,000 PSI CONCRETE 0000no 000000000000 4"' - VDOT #21A BASESTONE III—IIIIIIIIII I -- COMPACTED SUBGRADE TYPICAL STAMPED CONCRETE CROSSING SECTION Not To Scale IU+")U 10mant 365 360 355 350 345 340 335 9+5030 JUSTIN M. SHIMP' ///Lic. 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WIDTH EQUAL TO BASE THICKNESS PLASTIC EDGE RESTRAINT EAGLE BAY BRICKSTONE CHAMFERED PAVER :::... 1.5” -SAND BEDDING 1Oo°o o°o°o°o°o°o°o°o°o°o°o°o° 4" - VDOT #21A BASESTONE �io 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GEOTEXTILE AS REQUIRED (TURN UP AT SIDES OF BASE) 6" - COMPACTED SUBGRADE CBR=10 STAKE TO BE FIELD VERIFIED TYPICAL CONCRETE PAVER SECTION FOR SIDEWALK Not To Scale I 1 +uu . ,. .. a 7" - 3,000 PSI CONCRETE 0000no 000000000000 4"' - VDOT #21A BASESTONE III—IIIIIIIIII I -- COMPACTED SUBGRADE TYPICAL STAMPED CONCRETE CROSSING SECTION Not To Scale IU+")U 10mant 365 360 355 350 345 340 335 9+5030 JUSTIN M. SHIMP' ///Lic. No. 45183 �_`S' AOIITAL �