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Home My WebLink AboutSUB202000180 Plat - Approved 2021-06-28LEGEND EXISTING 10 0I 0 311.5 x x'A 311.5 TC x x' 311.5 TW x x' 311.5 BW x -x-x -x -x--'-'-x-x- -0- -0- m m -S -S -S -S - - - - - - DESCRIPTION oovvnrvi� SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK 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 ovl�uuv� 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 MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING MULCH / DIRT PATH 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 EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASOLINE 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. The property is subject to the proffers of ZMA 2019-16. 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 BENCHMARK 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 the propwill be served by ACSA utilities. STREAM BUFFER The stream buffer(s) shown hereon shall be managed in accordance with the Albemarle County Water Protection Ordinance AFFORDABLE HOUSING The development would produce 2 affordable dwelling units on lot 3 and lot 4. These units would be for -sale. 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 necessaryin order to stabilize a drainage channel. 9 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. 13. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. ITE Trip Generation AM PM WEEKDAY Use Description ITE Qty In Out Total In Out Total In Out Total Multifamily 220 35 4 12 16 12 8 20 128 128 256 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 LAND USE SCHEDULE EXISTING Area % Building 0 SF 00.0% Green Space 38420 SF 71.6% Sidewalk 0 SF 0.0% Open space 15507 SF 28.4% Total= 53882 SF (1.23 ac.) PROPOSED Area % Building 7016 SF 13.0% Pavement 2630 SF 4.8% Sidewalk 1312 SF 2.4% Open space 42,924 SF 79.6% Total= 53882 SF (1.23 ac.) 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. The streets in this subdivision may not meet the standards for acceptance into the secondary system of state highways and will not be maintained by the Virginia Department of Transportation or the County of Albemarle. 6. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 7. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 8. 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. 9. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 10. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 11. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 12. Retaining walls require separate building permits. 13. 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. STATEMENT OF CONSENT TO DIVISION The platting or dedication of the following described land TMP 55-68C is with the free consent and in accordance with the desire of the undersigned owners, proprietors and trustees, if any. Owner 1 Date Owner 2 Date APPROVED by the Albemarle County Community Development Department Date June 28, 2021 File # SUB202000180 Application Type Lead Reviewer: Preliminary Plat Cameron Langille 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 ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ALTH OP- O U JUSTI) i SHI1 Inc. 45183 1 F G S � S E I � O NAL PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.05.24 FILE NO. COVER SHEET SHEET C1 of C5 20.053 C1 i I I I I �\ TMP 55C-OA-1 I I'''• `\ LOEZ, ROBLER❑ & NOHEMI MORALES _ ALESDEED 1� \ BOOK/PG 05363/0774 690 ,•\ \\ � •\'�\cR I I F \ S83°37'22°E \ \ \ 95, 75, \ \ \\ pqG i DAM BREAK -----_--z---'� G F ,___-- �\ `�9i�1'sM \ �� / INUNDATION ZONE \ . . . . . \ T ` (AS SHOWN ON I wv ALBEMARLE GIS) I I \\ \ ..i . 59�8 \ I BENCHMARK B , N-3913108,68 • ��e E-11422988,29 ELE \ 6 8.88 i DES_ IRON PIN \ \ 694 696 \ NF ' - \ �OvcgTP N 00 \ \ \\ \ 102 \ a ` \ C/p /0 �686 VJV VF \ `\ � \ \ `\ moo. TMP 05500-00-00-067AO OD moo STEVEN ERE50RY HUGHES OR W o\ 1 JAMIE KRISTINA FORD HUGHES DB 1927 PG 72 Cu z \\ \\\ J fMP -68C r: \y \ s� .\. j d M/F THE; HOUSIN LAB LL� �e \\ j o D%507`a PG 303 \`\ — \ °' 1 / / I \ \ 11 I M 51* Pc` 36 PLAT) o \ IN W i @ � 'I SHIMP DAM BREAK i ssro, INUNDATION ZbNiE I -' I ENGINEERING 2. TR�c7ryALBEMARLIE (AS SHOWN UG NS �\\ I y• / � I LAND PLANNING -PROJECT MANAGEMENT c S I I o / � / � Imo\ \ \ \ •'-, \ V � I C D I 912 E. HIGH ST. 934.227.5140 i d , CHARLOTTESVILLE VA, 22902 JUSTIN(dSHIMP-ENGINEERINGCOM 70 ON m NOTE FOR BLA: _ i' ^ I \\ •,i \� I TMP 55-68C AND TMP 55-68D LTH op WOULD BE COMBINED TOGETHER AND THE I ��A lI ADJACENT BOUNDARIES WOULD BE VACATED ----------_ TO FORM A COMBINED PARCEL ,I ,' I (� il' 696 ' \ \\ i I D m S89°Sd'fl2'E Y21T,23' � �,,,,.,,,J,,,.... li i CI � I ,�' ✓ UO JUS HIMP a �183 ' -- 698 \I \ \ \ +\ I \ MS'IONAL Eli I`I o / \ oi IN --- _ EX, 20' ACSA M ;, �p6 TMP 55-68D �02 \ \ \ SEWER ESMT CS ,,— N/F THE HOUSING LAB �\ ,I N DB 1063 PG 649 I LLC m \ PRELIMINARY SUBDIVISION PLAT DB 5079 PG 303 \\ I Ex. 12' \ '-706 DB 5134 PG 366 (PLAT) \ ` DRAINAGE ESMT , BAMBOO GROVE \ \ \ I \ �' DB 473 PG 391 , 0.356 AC. ----------------------- i \ i-'� N89°45'19°W 110.19' N89°54'37'W 113.06' \ ALBEMARLE COUNTY, VIRGINIA TMP 05500-00-00-067C0 JARMANS GAP TMP O55@Oc00-00-06BAO \ ___\ I i SUBMISSION: DENTAL OFFICE LLC I AUDREY HADOW MICHIE I TMP 05500-00-00-068B0 \ 1 5'+/- JARMANS DB 3332 PG 553 I DB 4763 PG 25 I SYLVIA M HALLOCK & BENCHMARK A , P ROAD (RTE 691) 2020.10.05 ROSA JIMENEZ-VAZQUEZ N-3912903,91 I HA II DB 4321 PG 364 E-11422992,17 I FHA D SCE RON PIN I I REVISION: I i 2021.05.24 � I I I I I I I , I I I FILE N0. 20.053 I , I EXISTING CONDITIONS SHEET C2 of C5 20 0 20 40 60 C L n Scale: 1 "=20' TMP 55C-GA-1 LOEZ, ROBLER❑ & NUHEMI MORALES \` _ 6192 MDRALESDEED ' BDDK/PG 05363/0774 5'SIDE SETBACK \ DAM BREAK ---- - --- s�z-. INUNDATION ZONE CAS SHOWN ON _ X / ALBEMARLE CIS) 696, TMP 05500-00-00-067AO BUFF STEVEN ERE50RY HUGHES OR N o s\ \FR \ i \ ' if JAMIE KRISTINA SURD HUGHES DB 1927 PG 72 I It Q \\\ \ 1 I ¢ /T \ \ \ i \\ `\ 6 BO \ \ 1 I /9 / / \ tip \\ •? `\ O O 0_ LbT 1 3/�40SFAcZj \ �. s6 \\ DAM BREAK i ssrol: i CV s \"I t INUNDATION ZbNE o sFo qcl 1 / 2S9s• \ \"\\ FXiSiTj1 (AS SHOWN ON`\ t/S 29I6 cTR ALBEMARLE CIS � Cy LOT 2 4,180 SF 1 - 5 FRONT a /^\ \k 1 r �OtiT---- 698 g LOT 3 2,290 SF LOT 4 m< 2,030 SF - LOT 5 ° 3,120 SF 0 k \ \ 5' FRONT SETBACK'— 2�REAR 20' REAR SETBAiikC LOT 8� SETBACK .\ 20' REAR SETBACFC 70 _ 20' REAR SETBACK o� `\\ 4,825 SF\ . T 30.58\ \ 30.65' 5' SIDE SETBACK TMP 05500-00-00-067CO 1�/?, \ JARMANS GAP TMP 055N0 00-00-068A0 \\ IL DENTAL OFFICE LLC AUDREY HADOW MICHIE TMP 05500-00-00-068BU \ \ DB 3332 PG 553 DB 4763 PG 25 SYLVIA M HALLOCK & ROSA JIMENEZ-VAZQUEZ E+ DB 4321 PG 364 FHA wv wv 6w EX, 20' ACSA SEWER ESMT DB 1063 PG 649 -EX. 12' DRAINAGE ESMT DB 473 PG 391 SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM AV � ,NLTFI 0 O� - O U HTQTThWVM lio.45183 ZONAL �� PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.05.24 FILE NO. 20.053 SUBDIVISION OVERVIEW 20 0 20 40 60 Scale: 1 "=20' SHEET C3 of C5 C3.1 TMP 05500-00-00-067AO STEVEN GREGURY HUGHES OR JAMIE KRISTINA FORD HUGHES DB 1927 PG 72 TMP 05500-00-00-067CO JARMANS GAP DENTAL ❑FFICE LLC DB 3332 PG 553 6197 TMP 055@Oc00-00-068AO AUDREY HADOW MICHIE DB 4763 PG 25 TMP 55C-OA-1 LOEZ, ROBLER❑ & NOHEMI MORALES MORALESDEED BOOK/PG 05363/0774 1 I I I I I I I 1 I I I I TMP 05 0-0 -00- 8BO SYLVIA M CK & ROSA JIMENEZ-VAZQUEZ DB 4321 PG 364 DAM BREAK INUNDATION ZONE (AS SHOWN ON ALBEMARLE GIS) FHA I I I I I I I Wv I I I I I I I I I ® Iwv I �60" HDPE I INV=684.51 I I I I I I 60" HDPE . INV=684.62 I I I I I I I I I Wv I I I I I CONNECTING TO I EXISTING COUNTY'S WATER PIPELINE CONNECTING TO EXISTING COUNTY'S SEWER PIPELINE I I EX, 20' ACSA I SEWER ESMT DB 1063 PG 649 I I EX. 12' DRAINAGE ESMT DB 473 PG 391 1 I I I I I I I I I I I SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4w IONAL �� PRELIMINARY SUBDIVISION PLAT BAMBOO GROVE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.10.05 REVISION: 2021.05.24 FILE NO. 20.053 SITE PLAN SHEET C4 of C5 20 0 20 40 60 C4 Scale: 1 "=20' i I I I 1 692 \ \ \ \ F7f SIDE SETBACK �\ '''6 , \ ' `\ _ \ ` \ ` ` ` \./ -sue . '•� 90 6\l TRFF<7 �''": 696 NF F�iCgTgT�� qg \ TQ \ \ \\ \ �O2 \ 0, \sas wv 3F qCl \\\ \ \ STR-AM .�`\. `a� \\ \`/ \ \ 60"HDPE /% INV=684.51 I 00 \ 40 06 FS�Zr� \\ RETREAT ENT K Y i qCX CHAfV EL > 690 / I m 06 i 3' DE OFILTR_ TII i 1 w 99' v BASIN (LEVEL\1)\ \ i 60" HDPE INV=684.62 I N / LQT 1 e of 1B I_. 3 /740 SF g0 I 6,9 I / FE 707 I I ,g\ '96` `94 v`. \wl, a, SHIMP / Sws, , � � /r. I \w i i 0 `s`. � � SSf01, :•j os ENGINEERING2. ICV LAND PLANNING -PROJECT MANAGEMENT Q 2' i +vs+ 13 \ \ \\ \I ^ • I 912 E. HIGH ST. Q4.227.5140 -� 1+ OO vv / v v V p ` 12.0 ++ / \ x \ ry� CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM lb / * *. \ w wv i -04 +++t �:-.r, a++ _✓. ,s % LOT 2 i n s ;t \ _-- 4,180 SF i X1 : .++++*+ ++ + /.0 oe \w\ Y --EFE 705 , I S,F +x- v * x03a / _ \ RDNT °° --g +4+: gp + 3/ \\ "\ ��'v,�: ao 94/ �`� ✓, a SFrBAil /. + \\ ♦,ps _ /.—w— ss v JLTS HIMP a o19 \ + +/+ y - - , o 5183 +'+' \.'G y � LOTS \� \\\\` C\ + I i SICNAL� a`O _ 2,290 SF LOT 4 \ FFE 703 2,030 SF LOTS I FEE 703. U 02 _ - t4rr T SETBAC 1 01 ` �� PRELIMINARY SUBDIVISION PLAT BFE\697LOT 6, \ 2"EAR 20'R S A O'REA ETBACI 7� '01m � WALL -4,825 F\ _ ��\\\ 1 BAMBOO GROVE 0 20' REAR SETBACK \ SETB'�P,CK ` _ ry� \ FEE 706 -- T 30.58' \ 30.65' 5 TB `\\ '10, I ALBEMARLE COUNTY, VIRGINIA SUBMISSION: --- -- 2020.10.05 1 , I E V 1 I I I FHA I I REVISION: I i 2021.05.24 I I I ' I I I I I I ' I I � , I I I FILE N0. I , I 20.053 I GRADING & UTILITIES SHEET C5 of C5 20 0 20 40 60 C5 Scale: 1 "=20'