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Home My WebLink AboutSUB202000180 Plat - Submittal (First) Preliminary Plat 2020-10-05LEGEND EXISTING NEW x -* -x X--x-'-x-'- 0- _0_ m m 00 5 -5 -S - O O A DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING UU114l.Kt I t RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE OWNER/DEVELOPER Tax map 55 Parcel 68C: The Housing Lab LLC 92 Oak Forest Circle Charlottesville VA, 22901 Tax map 55 Parcel 68D: The Housing Lab LLC 92 Oak Forest Circle Charlottesville VA, 22901 ZONING R-4 Residential MAGISTERIAL DISTRICT Crozet SOURCE OF TITLE Tax map 55 Parcel 68C (0.88 Acres): DB 5079-303 Tax map 55 Parcel 68D (0.36 Acres): DB 5079-303 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary is provided by Meridian Surveying and Planning Group Topographic contours are taken from the 2018 Albemarle County GIS Datum for topography is NAVD 1988 FLOODZONE FEMA flood insurance rate map (community panel 51003CO229D), effective date February 4, 2005 shows this property is not within zone AE and no portion of the property lies within the 100-year flood plain. RESERVOIR WATERSHED This site is within the Dam Break Inundation Zone (State). This site is within Lickinghole Creek watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jurisdictional area for both water and sewer and will be served by ACSA utilities. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (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 materials and construction methods shall conform to the current specifications and standards of VDOT 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. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER 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 contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 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 3.5 feet 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 provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. ITE Trip Generation AM I PM I WEEKDAY Use Description ITE Oty In Out Total I In lOut Total I In lout Total Multifamily 220 35 4 12 116 1 12 1 8 20 1128 1 128 256 Trip generation reflects AM and PM peak hour traffic as well as weekday traffic. EXISTING USE Vacant - Low Density Residential PROPOSED USE Residential Use 06 Single Family Homes Areas of each lot are labeled on C2 Dimensions of each lot are labeled on C2 SETBACKS FRONT SETBACK - Minimum 5 FT, Maximum 25 FT from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way SIDE SETBACKS - Minimum 5 FT, Maximum None REAR SETBACKS - Minimum 20 FT. Maximum None GENERAL PRELIMINARY SUBDIVISION NOTES 1. The properties lie in a dam break inundation zone. 2. There are no known places of burial in the property. 3. This property is within an Albermale County and/or City of Charlottesville water supply watershed. 4. Stream buffers are shown on plan. 5. The location, area and dimensions of a building site on each proposed lot complying with the requirements of section 18-4.2. 6. Lots contain building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notifyand coordinate all work involving existing utilities with utility owners at least 72 hours prior to the start99Y of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE TAX MAP 55, PARCEL 68C ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=2000' Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 SUBDIVISION OVERVIEW C4 SITE PLAN C5 GRADING & UTILITY PLAN APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ALTH OP v NST HI1 hc. 45183 iL PSrONAL oy PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. COVER SHEET SHEET C1 of C5 20.053 C1 TMP 55C-OA-1 LOEZ, ROBLER & NOHEMI MORALES MORALESDEED BOOK/PG 05363/0774 v TMP 55-67A \ HUGHES, STEVEN GREGORY OR \ \\ JAMIE KRISTINA FORD\HUGHES \I \\ DEED BOOK/PG 1927\7072 \\ \\ I 1 I \ I I I \ I I \ I I \ 1 ( \ 1 \ I I \ r I \ \ I \ \ I \ \ 1I I \\ I I \ I / I I \\ I I \ 1 I \ I / \ I I \ I I \ I I I I / I I i I / I I I I I I I I r I I / I I I I I I I r I I I I I I I I / I I I I I I II I I I I I 1 I I I I I I I I I I I 1 1 I 1 1 1 1 I I I 11 1 II 0. I 1 I I I 1 1 1 I I 1 I \ I 1 \ I I I I I TMP55-68C ', l 1 THE HOUSING LAB LLC II \ 0.88 Acres 11 \\ 1 DEED BOOK/PG 5079/303 , \ 1 I \ I ll I TMP 55-68D THE XiOUSING LAB LLC \\ \ I \ N36 Acres \\ `'Po•s N\ DEED BOOK/PG 50'A9/303 \ I / 7------ -------- --- `.. I / \ II' T— R I \ I I , 1 / \ TMP 55-68A 1 --__ MICHIE, HEWSON & AUDREY JOINT TRUST BOOK/PG 5271/762 1 v 1 I I TMP 55-68B HALLOCK, SYLVIA M & ROSA JIMENEZrVAZQUEZDEED BOOK/PG 4321/364 I I I I 111I1y 1 I IIIIIIIIIII I i I I I IIIIIIIIIIIIIII 11 I IIII i I / I / I / I II I III j1 1 I I I I I 1 ' 1 I I ' I I II I I I ' I I I II 1 ' 71 1 I 1 I 1 I 1 11 \ I 1 1 I1 1 1 11 1, 1 11 I 1 I 1 I11 11 I IIIIII II I I I II I I II I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I III I I I 1 I I 1 I / I 1ii i i ii i i I 1 I F 77777] 20 0 20 40 60 Scale: 1 "=20' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ALTH pF O O U TTTRNi 71 .45183 w IONAL PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. 20.053 EXISTING CONDITIONS SHEET C2 of C5 C2 1 A TMP 55-67A \ HUGHES, STEVEN GREGORY OR JAMIE KRISTINA FORD\HUGHES \\ DEED BOOK/PG 1927\/,072 \\ II v II 1 I I I I I \ I I \ I I \\ I 1 \ I \ \ 1 \ I \ 1 \ \ I \ \ 1 \ \ I \ \ 1 , \ I \ I I \ I \ I1 I \\ I \ 1 I \ I / \ I III I I SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM N ALTH pF O o f JS il . 45183 4v IONAL PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. 20.053 SUBDIVISION OVERVIEW SHEET C3 of C5 C3 TMP 55C-OA-1 LOEZ, ROBLER & NOHEMI MORALES MORALESDEED BOOK/PG 05363/0774 I ` 1 1 1 1• I I I II I `• II II I ••:1 1 1 1 I 1 I I 1 TMP 55-67A HUGHES, STEVEN GREGORY OR JAMIE KRISTINA FORD\HUGHES \I \\ 1 1 I b DEED BOOK/PG 1927\/,072 I b TMP55-68 1, TH USING L LLC II 0. 8 Acres 1 DEED BOO /PG 79/3030 I 1 I , o 100s I \ F 1 l I \ \ 1 \ I I \ r 1 \ I\ I ` \ 1 ` \ I ` \ 1I I I \ I / \ I I \ 1 I \ I / \ II \ I / \ I / II I I i I / I I I I I I I I I I I / I 1 / I I / I 1 I I I I I I I I I / I I / I I I I II I I I / 11 I I I / I / I 11I II I I II I II II IIIII . I1LI' ilt, YILWJUIN & HU11KtT JUIINI BOOK/ PG 5271/762 I I I 1 I I I I I I I I I I I 1 1 I I I I I I I III I I I IIII II IIII I IIIIII s I 5- 68B VIA M & ROSA D BOOK/PG 4321/364 I I I I I I 1 I I i I11 I I I I , I II I 1 I , I I I r rr r r i I 1 I I Ib / I iI 1 I I I 1 I i I I I I I i I I i I I I 1 I / I 1 i 1 J 1 II I II ' I I 0 TO I I 1 I I l I 1 I I 1 \ I I I 1 II I I 1 I v I III 1 1 I 1 I 1 ' 1 I 1 1 IIUNTrs LINTLNES TO IUNTY'S LINE I v v I \ 1 \`------------------- I\ i I I7777- 7] SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH OF O O pp U OT Lic. 45183 tv ZONAL PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020. 10.05 REVISION: FILE NO. SITE PLAN 20. 053 20 0 20 40 60 Scale: 1 "=20' SHEET C4 of C5 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p LTH OF U USTI o. HIMP a Lw 45183 4v ZONAL Eby PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: FILE NO. 20.053 GRADING & UTILITIES SHEET C5 of C5 40 60 C5