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WPO201800049 Other 2022-07-08 (2)
SHIMP ENGINEERING, P.C. Design Focused Engineering July 6ih, 2022 Matt Wentland, P.E. Civil Engineer II Albemarle County Dept. of Community Development Re: Oak Hill Convenience Store Certification of Underground Stormwater Detention Facility Dear Mr. Wentland, I have performed necessary surveys and inspections on the underground stormwater detention facility at Oak Hill Convenience Store. Based on these, I can confirm that the detention system was installed in accordance with the approved plans for the project and is functioning as intended. Specifically, we have surveyed the following: • The length and diameter of the pipes installed matches the approved plans within acceptable tolerances. • Control orifices and weirs in the structures match the approved plans within acceptable tolerances. • Elevations of the inverts of the system match the approved plans within acceptable tolerances. • The stone bedding was installed per the ADS specifications. • The as -built calculations confirm the as -built conditions maintain compliance with regulations. The overall installation of the facilities was performed in accordance with the approved plans and the appropriate technical specifications. An as -built plan of the facility has been attached to demonstrate compliance with the approved plans as mentioned above. Please do not hesitate to contact me if you have any questions. If you have any questions please do not hesitate to contact me via email at: Justin@shimp-engineering.com or via phone at 434-227-5140. Sincerely, Justin Shimp, P.E. Shimp Engineering, P.C. Internal Use Onlr Date Received: Fee Paid: Received by: }>>f /makes F--cd to Pro,,.. Af elnisnam< Lq BOND INSPECTION REQUEST APPROVED PLAN #: wPO 201800049 PROJECT NAME (including Phase ft Oak Hill Convenience Store (As listed on the approved plan) This form is used to request a reduction or release of a bond. A fee is required for each inspection. Please check the appropriate box below for the requested inspection(s). Fees includes 4% Technology Fee. Inspections for the purposes of bond reduction or release will require a separate fee for each bond. la VSMP/VESCP Erosion Control, Stormwater Management and/or Mitigation per Water Protection Ordinance sections 17-207 & 17-208 $294.32 ❑ Reduction a Release ❑ Subdivision (roads, drainage, etc.) per Subdivision Ordinance sections 14-435 & 14-438 $307.84 ❑ Reduction ❑ Release ❑ Water & Sewer bond per Subdivision Ordinance section 14435 $307.84 ❑ Reduction ❑ Release ❑ Site Development Performance bond (Incomplete Site Work & Landscaping) $344.24 ❑ Reduction (site work only) ❑ Release TOTAL FEES $294.32 Submit requests to: Department of Community Development, 401 McIntire Road, North Wing, Charlottesville, VA 22902, Attention: Management Analyst — Phone 434-296-5832; Fax 434-972-4126. All roads and stormwater facilities will require construction record drawings, inspection reports, videos/photos, plats/esmts, certifications, and completion processes through VDOT or DEQ (refer to County acceptance procedures). Bonds will not be reduced or released without record drawings and inspection documentation per the state requirements and County's published procedures. A minimum 20% of the original posting is held until acceptance of all bonded improvements. For Site Development Performance bonds, if landscape installation is part of the bonded site work, a request for reduction should only be made once all landscaping is complete. If all required documentation is not received within 30 days of receipt of this request, this application shall be deemed incomplete and shall be rejected. If rejected, a new application, supporting documentation and fee will be required. Applications may be withdrawn for a full refund within 30 days of receipt. If this is a reduction request, the revised estimate will be prepared by the plan reviewer and sent to the owner. Please provide contact information. EMAIL: dharma.b.patel@gmail.com OR REGULAR MAIL ADDRESS: 11096 Foxvale Ln. Charlottesville, VA 22902 Signature of Owner/Developer D�grV-. kH _ sl mm u c. Print Name Reviscd 7/15/2014, 7/20/2015,11/3/2015, 8114nm 7, v2srzo20, 7/t/2021 311(013-) Date Project Name: Oak Hill Convenience Store WPO file number: WP02018-00049 TMP(s): 07600-00-00-052LO Date Estimate Completed: 9117119 Erosion and Sediment Control Bond Estimate Item Item Number No. Unit Unit Cost Cost (installed) 1 stablization(PS, TS) L ft 00.00 $5.00 $68871 $950oo 2 silt fence (SF) 3 safety fence (SAF) diversion (DID, FD, RWD) temporary slope drain(TED) earthwork for lmp/Wsin in fl fl $5.00 $13.00 $0.00 $701 $1,755A0 $0.00 4 5 pipe krglh _ ft pipe diameter ft cut at high sitle ift cut at fare 50ft length of cut 3 ft width of cut .. transition 4 h (ro[al width of cut) 6 7 height of dam at has height of fill at face length of dam top width fl fl 8 9 93 ft It sf 10 11 (area above transition) 12 (total width of dam) 33 ft 13 (height below, transition) 1 ft (depth below hansitio -2 ft 14 (area below transition) 1sf (area above trar5hrn -37 sf 15 (total fill volume) 11.t cY (total fill volume) 145.2 cy 16 17 length of sp$May width ofspillwey ft ft (TOAL CV estimate) (spillway stone tons) 149 1 cY tons $13.00 I $5000 1 $1,937.00 1 $50.00 18 structures for basin 19 riser height riserdiameter It in er unit price) 0 ft base plate or fdn 0 in -It price) barrel collars baffle length $0.00 $200.00 $0 $0.00 $200.00 $0 $50.00 $0 $100$0.00 $2D0.00 $401 $900.00 $901 $780.00 SC: $0.00 $2,500.1, $0.00 $2,001 1 $2,000.00 20 1 $0.00 21 22 !silt fence inlet protection(IP) stone inet protecion(IP)- outlet protection (OP) channel (SCC, matted) check dam 'i construction entrance(CE) Iwash rack barrel Iwo barrel diameter $0.00 23 fl 24 25 26 ft width b0 ft width Oft channel width ft b ft z ft 27 egh 28 length depth in channel 29 30 31 32 33 I paved construction enhance 1rip-rap, placed depth ft length ft $3,501 $3,501 34 35 width (tons) O tons $60.00 $0.00 36 37 !survey and layout (price per 0.1 mi.) calibration WMS i heps and bashes $830.00 $2,5fli 38 39 stream crossing (computed Independently) $0.00 cost sum $16,990.71 contingency $1,699.07 Total $18,690 V7P0201800049-OakHill-ESC Bond rev 091719 7/6/2022 Project Name: Oak Hill Convenience Store WPO file number: WPO 2018-00049 TM P(s): 07600-00-00-052LO Date Estimate Completed: 9/17/19 Stormwater Management Plan Bond Estimate Item Item Number I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 permanent diversion or ditch standard manhole frame top (not inlet) drop inlet or grate manhole structure (per ft. rise) pipe, red, carp (15 to 48") aggregate base or drainage stone earthwork for trap/basin height of dam at ice height of fill at face _ Fngth of dam top worn ve transition I(total wdth of dam) (height below Vansitio it -(area below trans_ taon pd::.. Fngth of spillway width of spillway structures for basin doer height doer diameter barrel length barrel diameter trees shrubs seedlings undemrain (LF) biofilter soil mix (Cy) trash rack) anti vortex devices maintenance access road (LF) rip -rap, placed depth orb survey and layout (price per 0.1 on j acres mobilization as -built drawings(per facility) materials testog(per facility) compaction testing (per dam) manufactured facdifies (attach manufacturer's or contractor's pace Common S - 110 LF, 60" DIA underground detention system F ad fin d 0 0 0 0 o0 as a base) WM201800049-0akndl-SWM Bonds rev 091719 cut at high side r 0 fl cut at face 0 fl length of cut 0 fl Wdth of cut 0 fl �01 _ a0 L s n a 01t No. Unit Unit Cost Cost (installed) 100ft $13.00 $1,30000 dea $50000 $2,000,00 tea $3,50000 $7,000,00 27ft $45000 $12,15000 260.0ft $3500 $9,10000 29.9 ton $3500 $104738 $13.00 $000 $5000, $000 spun $200 00 $0 spun $200.00 $0 $50 00 $0 1T ea $275.00 $000 ea $50 00 $000 $500 $000 fl $500 $000 lea 0' $4500 $000 fl $1,50000 $000 fl $5000 $000 $60.00 $810.00 $330,00 50 $2,500 W $200000 $2,000,00 ea $2,00000 Ra $000 ea $3,00000 $000 CDD Estimate $40,01l .at sum $78,237 38 contingency $7,823,74 Total $86,070 7/6/2022 SHIMP ENGINEERING, P.C. 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High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com Oak Hill Convenience Store Energy Balance Equation 24 Hr 1 year Storm: Qdeveloped� I.F. *(Qpre-developed*RVPre-Developed)/RVdeveloped Qdeveloped� (Qforested RVforested) Redeveloped Qpre-developed RVPre-Developed = O.OS7 M3XQdeveloped = 0.61 Cfs RVDeveloped = O.1 Qdeveloped = 0.26 Cfs Site Detention RV + Creek Only RV = 0.095+0.006 = 0.1 POA 2 Outflow - Offsite Detention Outflow = 0.78 - 0.52 = 0.26 PreDevelopment PostDevelopment 10 yr 1 3.15 2.92 Oak Hill Convenience Store Energy Balance Equation 24 Hr 1 year Storm: ASBUILT Qdeveloped� I.F. *(Qpre-developed*RVPre-Developed)/RVdeveloped Qdeveloped� (Qforested RVforested) Redeveloped Qpre-developed RVPre-Developed = O.OS7 M3XQdeveloped = 0.61 Cfs RVDeveloped = O.1 Qdeveloped = 0.34 Cfs Site Detention RV + Creek Only RV = 0.095+0.006 = 0.1 POA 2 Outflow - Offsite Detention Outflow = 0.86 - 0.52 = 0.34 PreDevelopment PostDevelopment 10 yr 1 3.15 2.89 AS -BUILT HYDROCAD REPORT OAKHILL CONVENIECE STORE 7S Offsite Deten ion DA (Not in Energy alance) Site MA Point of Analysis 1 Subcat Reach Aon Llnk Detention 'pe AB 4L Point of Analysis 2 970 AS -BUILT Hydrocad Analysis PosWevelopment AS -BUILT Type 1124-hr 1 yr, 24 hr Rainfall=3.05" Prepared by {enter your company name here} Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 ©2010 HydroCAD Software Solutions LLC Page 2 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Road DA Runoff Area=3,846 sf 79.98% Impervious Runoff Depth>2.12" Tc=5.0 min CN=91 Runoff=0.32 cfs 0.016 of Subcatchment 2S: Site Detention DA Runoff Area=18,347 sf 98.04% Impervious Runoff Depth>2.71" Tc=5.0 min CN=97 Runoff=1.81 cfs 0.095 of Subcatchment 5S: Creek Only DA Runoff Area=6,480 sf 4.20% Impervious Runoff Depth>0.45" Tc=5.0 min CN=63 Runoff=0.10 cfs 0.006 of Subcatchment 7S: Offsite Detention DA Runoff Area=8,120 sf 61.33% Impervious Runoff Depth>1.56" Tc=5.0 min CN=84 Runoff=0.52 cfs 0.024 of Pond 7P: Detention Pipe AB Peak Elev=471.96' Storage=0.031 of Inflow=2.33 cfs 0.119 of Outflow=0.81 cfs 0.119 of Link 4L: Point of Analysis 2 Inflow=0.86 cfs 0.125 of Primary=0.86 cfs 0.125 of Link 6L: Point of Analysis 1 Inflow=0.32 cfs 0.016 of Primary=0.32 cfs 0.016 of Total Runoff Area = 0.845 ac Runoff Volume = 0.140 of Average Runoff Depth = 1.99" 28.48% Pervious = 0.241 ac 71.52% Impervious = 0.604 ac AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type 11 24-hr 1 yr, 24 hr Rainfall=3.05" Prepared by (enter your company name here) Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 ©2010 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 1S: Road DA Runoff = 0.32 cfs @ 11.95 hrs, Volume= 0.016 af, Depth> 2.12" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 1 yr, 24 hr Rainfall=3.05" Area (so CN Description 770 61 >75% Grass cover. Good. HSG B 3,846 91 Weighted Average 770 20.02% Pervious Area 3,076 79.98% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Direct Entry, Summary for Subcatchment 2S: Site Detention DA Runoff = 1.81 cfs @ 11.95 hrs, Volume= 0.095 af, Depth> 2.71" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 1 yr, 24 hr Rainfall=3.05 Area (sf) CN Description 17,988 98 359 61 >75% Grass cover, Good, HSG B 18,347 97 Weighted Average 359 1.96% Pervious Area 17,988 98.04% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment 5S: Creek Only DA Runoff = 0.10 cfs @ 11.98 hrs, Volume= 0.006 af, Depth> 0.45" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 1 yr, 24 hr Rainfall=3.05 Area (so CN Description 6,208 61 >75% Grass cover, Good, HSG B 272 98 6,480 63 Weighted Average 6,208 95.80% Pervious Area 272 4.20% Impervious Area AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type // 24-hr 1 yr, 24 hr Rainfall=3.05" Prepared by (enter your company name here) Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 @ 2010 HydroCAD Software Solutions LLC Page 4 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment 7S: Mite Detention DA (Not in Energy Balance) Runoff = 0.52 cfs @ 11.96 hrs, Volume= 0.024 af, Depth> 1.56" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 1 yr, 24 hr Rainfall=3.05" Area (sf) CN Description 4,980 98 3,140 61 >75% Grass cover, Good, HSG B 8,120 84 Weighted Average 3,140 38.67% Pervious Area 4,980 61.33% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Pond 7P: Detention Pipe AB Inflow Area = 0.608 ac, 86.78% Impervious, Inflow Depth > 2.35" for 1 yr, 24 hr event Inflow = 2.33 cfs @ 11.95 hrs, Volume= 0.119 of Outflow = 0.81 cfs @ 12.07 hrs, Volume= 0.119 af, Atten= 65%, Lag= 7.2 min Primary = 0.81 cfs @ 12.07 hrs, Volume= 0.119 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 471.96' @ 12.07 hrs Surf.Area= 0.012 ac Storage= 0.031 of Plug -Flow detention time= 14.7 min calculated for 0.119 of (100% of inflow) Center -of -Mass det. time= 13.6 min ( 789.0 - 775.4 ) Volume Invert Avail.Storage Storage Description #1 468.95' 0.050 of 60.0" D x 110.0'L Pipe Storage Device Routing Invert Outlet Devices #1 Primary 468.95' 15.0" Round Culvert L= 47.7' Ke= 0.600 Inlet / Outlet Invert= 468.95' / 461.15' S= 0.1635 '/' Cc= 0.900 n= 0.010 #2 Device 1 468.95' 4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 471.78' 10.0" Vert. Orifice/Grate C= 0.600 #4 Primary 473.37' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) 4.4' Crest Height AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type // 24-hr 1 yr, 24 hr Rainfall=3.05" Prepared by {enter your company name here} Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 @ 2010 HydroCAD Software Solutions LLC Page 5 Primary OutFlow Max=0.79 cfs @ 12.07 hrs HW=471.93' (Free Discharge) 1=Culvert (Passes 0.79 cfs of 8.50 cfs potential flow) �2=Orifice/Grate (Orifice Controls 0.70 cfs @ 8.08 fps) 3=0rifice/Grate (Orifice Controls 0.09 cfs @ 1.32 fps) =Sharp -Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Link 4L: Point of Analysis 2 Inflow Area = 0.756 ac, 70.54% Impervious, Inflow Depth > 1.98" for 1 yr, 24 hr event Inflow = 0.86 cfs @ 12.06 hrs, Volume= 0.125 of Primary = 0.86 cfs @ 12.06 hrs, Volume= 0.125 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Link 6L: Point of Analysis 1 Inflow Area = 0.088 ac, 79.98% Impervious, Inflow Depth > 2.12" for 1 yr, 24 hr event Inflow = 0.32 cfs @ 11.95 hrs, Volume= 0.016 of Primary = 0.32 cfs @ 11.95 hrs, Volume= 0.016 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs AS -BUILT Hydrocad Analysis PosWevelopment AS -BUILT Type 1124-hr 10 yr, 24 hr Rainfall=5.58" Prepared by {enter your company name here} Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 ©2010 HydroCAD Software Solutions LLC Page 6 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Road DA Runoff Area=3,846 sf 79.98% Impervious Runoff Depth>4.54" Tc=5.0 min CN=91 Runoff=0.66 cfs 0.033 of Subcatchment 2S: Site Detention DA Runoff Area=18,347 sf 98.04% Impervious Runoff Depth>5.22" Tc=5.0 min CN=97 Runoff=3.37 cfs 0.183 of Subcatchment 5S: Creek Only DA Runoff Area=6,480 sf 4.20% Impervious Runoff Depth>1.89" Tc=5.0 min CN=63 Runoff=0.50 cfs 0.023 of Subcatchment 7S: Offsite Detention DA Runoff Area=8,120 sf 61.33% Impervious Runoff Depth>3.80" Tc=5.0 min CN=84 Runoff=1.23 cfs 0.059 of Pond 7P: Detention Pipe AB Peak Elev=473.34' Storage=0.046 of Inflow=4.60 cfs 0.242 of Outflow=3.67 cfs 0.242 of Link 4L: Point of Analysis 2 Inflow=4.12 cfs 0.265 of Primary=4.12 cfs 0.265 of Link 6L: Point of Analysis 1 Inflow=0.66 cfs 0.033 of Primary=0.66 cfs 0.033 of Total Runoff Area = 0.845 ac Runoff Volume = 0.299 of Average Runoff Depth = 4.25" 28.48% Pervious = 0.241 ac 71.52% Impervious = 0.604 ac AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type 11 24-hr 10 yr, 24 hr Rainfall=5.58" Prepared by (enter your company name here) Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 ©2010 HydroCAD Software Solutions LLC Page 7 Summary for Subcatchment 1S: Road DA Runoff = 0.66 cfs @ 11.95 hrs, Volume= 0.033 af, Depth> 4.54" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr, 24 hr Rainfall=5.58" Area (so CN Description 770 61 >75% Grass cover. Good. HSG B 3,846 91 Weighted Average 770 20.02% Pervious Area 3,076 79.98% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Direct Entry, Summary for Subcatchment 2S: Site Detention DA Runoff = 3.37 cfs @ 11.95 hrs, Volume= 0.183 af, Depth> 5.22" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr, 24 hr Rainfall=5.58" Area (sf) CN Description 17,988 98 359 61 >75% Grass cover, Good, HSG B 18,347 97 Weighted Average 359 1.96% Pervious Area 17,988 98.04% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment 5S: Creek Only DA Runoff = 0.50 cfs @ 11.96 hrs, Volume= 0.023 af, Depth> 1.89" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr, 24 hr Rainfall=5.58" Area (so CN Description 6,208 61 >75% Grass cover, Good, HSG B 272 98 6,480 63 Weighted Average 6,208 95.80% Pervious Area 272 4.20% Impervious Area AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type 11 24-hr 10 yr, 24 hr Rainfall=5.58" Prepared by (enter your company name here) Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 @ 2010 HydroCAD Software Solutions LLC Page 8 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment 7S: Mite Detention DA (Not in Energy Balance) Runoff = 1.23 cfs @ 11.95 hrs, Volume= 0.059 af, Depth> 3.80" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 10 yr, 24 hr Rainfall=5.58" Area (sfl CN Description 4,980 98 3,140 61 >75% Grass cover, Good, HSG B 8,120 84 Weighted Average 3,140 38.67% Pervious Area 4,980 61.33% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Pond 7P: Detention Pipe AB Inflow Area = 0.608 ac, 86.78% Impervious, Inflow Depth > 4.79" for 10 yr, 24 hr event Inflow = 4.60 cfs @ 11.95 hrs, Volume= 0.242 of Outflow = 3.67 cfs @ 12.01 hrs, Volume= 0.242 af, Atten= 20%, Lag= 3.3 min Primary = 3.67 cfs @ 12.01 hrs, Volume= 0.242 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 473.34' @ 12.01 hrs Surf.Area= 0.008 ac Storage= 0.046 of Plug -Flow detention time= 12.4 min calculated for 0.242 of (100% of inflow) Center -of -Mass det. time= 11.4 min ( 772.7 - 761.3 ) Volume Invert Avail.Storage Storage Description #1 468.95' 0.050 of 60.0" D x 110.0'L Pipe Storage Device Routing Invert Outlet Devices #1 Primary 468.95' 15.0" Round Culvert L= 47.7' Ke= 0.600 Inlet / Outlet Invert= 468.95' / 461.15' S= 0.1635 '/' Cc= 0.900 n= 0.010 #2 Device 1 468.95' 4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 471.78' 10.0" Vert. Orifice/Grate C= 0.600 #4 Primary 473.37' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) 4.4' Crest Height AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type // 24-hr 10 yr, 24 hr Rainfall=5.58" Prepared by {enter your company name here} Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 @ 2010 HydroCAD Software Solutions LLC Page 9 Primary OutFlow Max=3.62 cfs @ 12.01 hrs HW=473.30' (Free Discharge) 1=Culvert (Passes 3.62 cfs of 10.70 cfs potential flow) �2=Orifice/Grate (Orifice Controls 0.86 cfs @ 9.85 fps) 3=0rifice/Grate (Orifice Controls 2.76 cfs @ 5.07 fps) =Sharp -Crested Rectangular Weir ( Controls 0.00 cfs) Summary for Link 4L: Point of Analysis 2 Inflow Area = 0.756 ac, 70.54% Impervious, Inflow Depth > 4.21" for 10 yr, 24 hr event Inflow = 4.12 cfs @ 12.00 hrs, Volume= 0.265 of Primary = 4.12 cfs @ 12.00 hrs, Volume= 0.265 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Link 6L: Point of Analysis 1 Inflow Area = 0.088 ac, 79.98% Impervious, Inflow Depth > 4.54" for 10 yr, 24 hr event Inflow = 0.66 cfs @ 11.95 hrs, Volume= 0.033 of Primary = 0.66 cfs @ 11.95 hrs, Volume= 0.033 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs AS -BUILT Hydrocad Analysis PosWevelopment AS -BUILT Type 1124-hr 100 yr, 24 hr Rainfall=9.16" Prepared by {enter your company name here} Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 ©2010 HydroCAD Software Solutions LLC Page 10 Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Road DA Runoff Area=3,846 sf 79.98% Impervious Runoff Depth>8.07" Tc=5.0 min CN=91 Runoff=1.13 cfs 0.059 of Subcatchment 2S: Site Detention DA Runoff Area=18,347 sf 98.04% Impervious Runoff Depth>8.79" Tc=5.0 min CN=97 Runoff=5.56 cfs 0.309 of Subcatchment 5S: Creek Only DA Runoff Area=6,480 sf 4.20% Impervious Runoff Depth>4.60" Tc=5.0 min CN=63 Runoff=1.23 cfs 0.057 of Subcatchment 7S: Offsite Detention DA Runoff Area=8,120 sf 61.33% Impervious Runoff Depth>7.21" Tc=5.0 min CN=84 Runoff=2.25 cfs 0.112 of Pond 7P: Detention Pipe AB Peak Elev=473.82' Storage=0.049 of Inflow=7.81 cfs 0.421 of Outflow=8.22 cfs 0.420 of Link 4L: Point of Analysis 2 Inflow=9.45 cfs 0.477 of Primary=9.45 cfs 0.477 of Link 6L: Point of Analysis 1 Inflow=1.13 cfs 0.059 of Primary=1.13 cfs 0.059 of Total Runoff Area = 0.845 ac Runoff Volume = 0.537 of Average Runoff Depth = 7.63" 28.48% Pervious = 0.241 ac 71.52% Impervious = 0.604 ac AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type 11 24-hr 100 yr, 24 hr Rainfall=9.16" Prepared by (enter your company name here) Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 ©2010 HydroCAD Software Solutions LLC Page 11 Summary for Subcatchment 1S: Road DA Runoff = 1.13 cfs @ 11.95 hrs, Volume= 0.059 af, Depth> 8.07" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr, 24 hr Rainfall=9.16" Area (so CN Description 770 61 >75% Grass cover. Good. HSG B 3,846 91 Weighted Average 770 20.02% Pervious Area 3,076 79.98% Impervious Area Tc Length Slope Velocity Capacity Description 5.0 Direct Entry, Summary for Subcatchment 2S: Site Detention DA Runoff = 5.56 cfs @ 11.95 hrs, Volume= 0.309 af, Depth> 8.79" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr, 24 hr Rainfall=9.16" Area (sf) CN Description 17,988 98 359 61 >75% Grass cover, Good, HSG B 18,347 97 Weighted Average 359 1.96% Pervious Area 17,988 98.04% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment 5S: Creek Only DA Runoff = 1.23 cfs @ 11.96 hrs, Volume= 0.057 af, Depth> 4.60" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr, 24 hr Rainfall=9.16" Area (so CN Description 6,208 61 >75% Grass cover, Good, HSG B 272 98 6,480 63 Weighted Average 6,208 95.80% Pervious Area 272 4.20% Impervious Area AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type 11 24-hr 100 yr, 24 hr Rainfall=9.16" Prepared by (enter your company name here) Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 @ 2010 HydroCAD Software Solutions LLC Page 12 Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Subcatchment 7S: Mite Detention DA (Not in Energy Balance) Runoff = 2.25 cfs @ 11.95 hrs, Volume= 0.112 af, Depth> 7.21" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Type II 24-hr 100 yr, 24 hr Rainfall=9.16" Area (sf) CN Description 4,980 98 3,140 61 >75% Grass cover, Good, HSG B 8,120 84 Weighted Average 3,140 38.67% Pervious Area 4,980 61.33% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Summary for Pond 7P: Detention Pipe AB Inflow Area = 0.608 ac, 86.78% Impervious, Inflow Depth > 8.31" for 100 yr, 24 hr event Inflow = 7.81 cfs @ 11.95 hrs, Volume= 0.421 of Outflow = 8.22 cfs @ 11.96 hrs, Volume= 0.420 af, Atten= 0%, Lag= 0.3 min Primary = 8.22 cfs @ 11.96 hrs, Volume= 0.420 of Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Peak Elev= 473.82' @ 11.96 hrs Surf.Area= 0.004 ac Storage= 0.049 of Plug -Flow detention time= 11.0 min calculated for 0.420 of (100% of inflow) Center -of -Mass det. time= 10.1 min ( 761.5 - 751.3 ) Volume Invert Avail.Storage Storage Description #1 468.95' 0.050 of 60.0" D x 110.0'L Pipe Storage Device Routing Invert Outlet Devices #1 Primary 468.95' 15.0" Round Culvert L= 47.7' Ke= 0.600 Inlet / Outlet Invert= 468.95' / 461.15' S= 0.1635 '/' Cc= 0.900 n= 0.010 #2 Device 1 468.95' 4.0" Vert. Orifice/Grate C= 0.600 #3 Device 1 471.78' 10.0" Vert. Orifice/Grate C= 0.600 #4 Primary 473.37' 4.0' long Sharp -Crested Rectangular Weir 2 End Contraction(s) 4.4' Crest Height AS -BUILT Hydrocad Analysis PostDevelopment AS -BUILT Type 11 24-hr 100 yr, 24 hr Rainfall=9.16" Prepared by {enter your company name here} Printed 7/6/2022 HydroCAD® 9.10 s/n 07054 ©2010 HydroCAD Software Solutions LLC Page 13 Primary OutFlow Max=8.00 cfs @ 11.96 hrs HW=473.81' (Free Discharge) 1=Culvert (Passes 4.24 cfs of 11.40 cfs potential flow) �2=Orifice/Grate (Orifice Controls 0.91 cfs @ 10.43 fps) 3=0rifice/Grate (Orifice Controls 3.33 cfs @ 6.11 fps) =Sharp -Crested Rectangular Weir (Weir Controls 3.76 cfs @ 2.19 fps) Summary for Link 4L: Point of Analysis 2 Inflow Area = 0.756 ac, 70.54% Impervious, Inflow Depth > 7.57" for 100 yr, 24 hr event Inflow = 9.45 cfs @ 11.96 hrs, Volume= 0.477 of Primary = 9.45 cfs @ 11.96 hrs, Volume= 0.477 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs Summary for Link 6L: Point of Analysis 1 Inflow Area = 0.088 ac, 79.98% Impervious, Inflow Depth > 8.07" for 100 yr, 24 hr event Inflow = 1.13 cfs @ 11.95 hrs, Volume= 0.059 of Primary = 1.13 cfs @ 11.95 hrs, Volume= 0.059 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-24.00 hrs, dt= 0.05 hrs SHIMP ENGINEERING, P.C. Design Focused Engineering 10. Easements Recorded Easement Plat Easement Plat Recordation Receipt 912 E. High St. Charlottesville, VA 22902 1434.227.5140 1 shimp-engineering.com 201900006415.001 VIRGINIA LAND RECORD COVER SHEET FORM A - COVER SHEET CONTENT Instrument Date: 6111I2019 Instrument Type: ._........ DOD ,_._..._- Number of Parcels: ..... I..... Number of Pages: --- 9.-.,- [ ] City pQ County ALBEMARLE TAXEXEMPT? VIRGINIA/FEDERAL LAW [ ] Grantor: _- .... [ ] Grantee: ........... Consideration: ---_, $10.00.__._-..- _ Existing Debt: ..._...-._....._... _.._.. $0.00 --------- . --- Actual Value/Assumed: $0.00 -------- ........ ......... _.. PRIOR INSTRUMENT UNDER § 58.1-803(D): Original Principal: ....... _------- ---- --- ....... $0.00----- _ _- Fair Market Value Increase: $0.00 ..__....__...................._..,. Original Book Number: .,-.----,- Original Page Number: Prior Recording At: [ ] City [ ] County RECORDED IN ALBEMARLE COUNTY, VA JON R. ZUG �Tr<n ur CIRCUITC FILED Jun 25, 2019 AT 11:35 am BOOK 05183 START PAGE 0053 END PAGE 0062 INST # 201900006415 TOTAL NUM PAGES 0010 EMJ (Area Above Reserved For De Original Instrument Number: -._.--_..... .......... ....................-_....-.-----...--.--. -, Percentage In This jurisdiction: BUSINESS / NAME pQ Grantor: SIDDH, LLC ----- ..,.... - -' ._..._ { ]Grantor: ..._.._.... �.... pQ Grantee: COUNTY OF ALBEMARLE VIRGINIA ..._._ . ( ] Grantee: ..-....-.. -- - GRANTEEADDRESS Name: COUNTY OF ALBEMARLE, VIRGINIA .----..---- _----- .-... .._..... -- ----.. -- - -........ ------ _..__._.....' - Address: City: ..._......__....- ---- _ ........ . .... State: . _VA. . Zip Code: ' ..... Book Number: ...... -.. Page Number: ----- --- Instrument Instrument Number: Parcel Identification Number (PIN): 07600-00.00-052L0 Tax Map Number: 07600.00.00-052LO . Short Property Description: .SEE INSTRUMENT. -----.._..._-----_ ----------- _....._ --- .-- ----- - ...... ........... ..._....- ..-.-. . Current Property Address City: N/A --- -- . .. ......... . ---- State: _ VA__ Zip Code:. _...._... N/A Instrument Prepared By: ALBEMARLE COUNTY ATTOR Recording Paid By: SHIMP ENGINEERING, P.C. ................-... . Recording Returned To: SHIM ENGINEERING, P.C. Address: 912 EAST HIGH STREET -........ _................. .. . _._.. - _._..- City: CHARLOTTESVILLE- .. _ State: . VA Zip Code: .._ _..- 22902 .._-...... - -.. _. _.. _ _._.. FORM CC-1570 Rev: 7 §§ 17.1-223, 17.1-227.: 1 of 1 17.1.249 Copyright 0 2014 Office of the Executive Secretary, Supreme Court of Virginia. AN rights reserved. Only) Cover Sheet A 201900006415.002 This document was prepared by Albemarle County Attorney County of Albemarle 401 McIntire Road Charlottesville, Virginia 22902 Parcel lD 07600-00-00-052L0 This deed is exempt from taxation under Virginia Code § 58.1-81 1(A)(3) and from Court Clerk's fees under Virginia Code § 17.1-266. DEED OF DEDICATION AND EASEMENT THIS DEED OF EASEMENT, dated this 16 day of 3ii he 9 61 q , is by and between SIDDH LLC, Grantor, and the COUNTY OF ALBEMARLE, VIRGINIA, a political subdivision of the Commonwealth of Virginia, Grantee. WITNESS: WHEREAS, the Grantor is the owner of that certain real property located in Albemarle County, Virginia, more particularly described as follows: That certain real property shown and designated as "New Variable Width Stormwater Facility Easement" and "New 15' Public Stormwater Facility Access Easement," to be dedicated to public use, shown on the plat of Meridian Planning Group LLC, dated December 31, 2018, and last revised March 13, 2019, entitled "Plat Showing Right of Way Dedication and Various Easements on Tax Map 76, Parcel 52L, The SIDDH, LLC Property," a copy of which is attached hereto and recorded with this deed (hereinafter, the "Easement" and the "Plat''). Reference is made to the Plat for a more particular description of the easement conveyed herein. WHEREAS, the Property is described further as a portion of that certain lot or parcel of land situated in the Rivanna Magisterial District of the County of Albemarle, Virginia, described as Albemarle County Parcel ID 07600-00-00-052LO (hereinafter called the "Property'), acquired by the Grantor herein by deed recorded in the Clerk's Office of the Circuit Court of Albemarle County, Virginia, in Deed Book 4495, Page 584; and WHEREAS, the Grantor and the Board of Supervisors of Albemarle County, Virginia have entered into an agreement entitled "Agreement to Maintain Stormwater Management Facilities and Other Techniques" (hereinafter, the "Maintenance Agreement"), recorded in the Clerk's Office in Deed Book 5163, page 71, in which the Grantor has agreed to construct and maintain on -site stormwater management/BMP facilities; and Version: 07/20/18 201900006415.003 WHEREAS, the Maintenance Agreement provides in part that the Grantor gives permission to the County, including its authorized agents and employees, to enter upon the Property and to inspect the stormwater managementBMP facilities whenever the County deems necessary; and the Maintenance Agreement also provides in part that, in the event the Grantor, its successors and assigns, fails to maintain the stormwater managementBMP facilities in good condition acceptable to the County, the County may enter upon the Property and take whatever steps necessary to repair or otherwise maintain the facilities and to otherwise correct deficiencies. WHEREAS, it is the desire and intent of the Grantor to dedicate, grant and convey an Easement for public use in accordance with this Deed of Dedication and Easement. NOW, THEREFORE, in consideration of the premises and TEN DOLLARS ($10.00), cash in hand paid, and other good and valuable consideration, the receipt of which is hereby acknowledged, the Grantor does hereby GRANT, CONVEY, and DEDICATE to public use with GENERAL WARRANTY and ENGLISH COVENANTS OF TITLE unto the Grantee, its successors and assigns, a perpetual easement as shown on the Plat and as referred to herein as the Easement. The Easement shall be subject to the following: I. Right of ingress and egress. The Grantee and its authorized agents and employees shall have the right and easement of ingress and egress over the Property to perform all acts to which the parties have agreed it may perform under the Maintenance Agreement. 2. Ownership of the facilities. The stormwater managementBMP facilities required to be constructed and maintained by the Grantor under the Maintenance Agreement shall be and remain the property of the Grantor. This Deed of Dedication and Easement shall not be construed to be an assumption of ownership or control by the Grantee over the stormwater management/ BMP facilities subject to the Maintenance Agreement. 3. No obligation on Grantee to inspect or maintain. This Deed of Dedication and Easement shall not be construed as imposing an obligation on the Grantee to repair or otherwise maintain the stormwater managementBMP facilities subject to the Maintenance Agreement. 4. Grantee's right to assign. The Grantee shall have the right to assign this Easement as its interests may require. vrrsion: ovzons 201900006415.004 5. Binding effect. The Easement and the rights and obligations established herein shall run with the land in perpetuity, and shall be binding upon the Grantor, the Grantee, and their successors and assigns. All references herein to the "Grantor' and the "Grantee" include their respective successors and assigns. All references to the "Grantee," when exercising any right or obligation herein, includes the Grantee's officers, employees and agents. 6. Termination of Easement. If the Grantor, or its successors or assigns, desires to alter or vacate a portion or all of the Easement(s), the Easement(s) may be adjusted accordingly if the County Engineer has certified in writing that the proposed modifications meet the requirements of 9VAC25-870 et seq. and Chapter 17 of the Albemarle County Code, as the regulations maybe amended in the future. In addition to meeting these requirements, the Grantor shall mitigate for any loss of nutrient credit reductions provided in the stormwater calculations for the Property described in the Maintenance Agreement as a result of such alteration or vacation. Upon termination of any portion of the Easement(s), any residue of the Easement shall remain subject to this Deed of Dedication and Easement. The termination of any portion of the Easement(s) shall be recorded, at the sole expense of the Grantor, in the Circuit Court of Albemarle County upon approval of the Albemarle County Attorney. The Grantee, acting by and through its County Executive, duly authorized by resolution adopted by the Board of Supervisors of the County of Albemarle, Virginia, accepts the conveyance of this property pursuant to Virginia Code § 15.2-1803, as evidenced by the County Executive's signature hereto and the recordation of this Deed. version: 07/20/19 201900006415.005 WITNESS the following signatures. GRANTOR: SIDDH LL By: Saura h odhwani Managing Member (4k� Dharma Patel Managing Member COMMONWEALTH OF VIRGINIA CITY/C� OF A 1)3" ,,, . )-%- The foregoing instrument was acknowledged before me this q day of June, 2019 by Saurabh Godhwani and Dharma Patel, Managing Members, on behalf of Siddh LLC. My Commission Expires:s3 I •A 0 Z Z Registration number: o?% / (a Q -K Notary Public =DIANEIERic Virginia s 05/81/2022 SIGNATURES CONTINUE ON THE FOLLOWING PAGE Version: 0720/I8 201900006415.006 GRANTEE: CO U ' OF ALB ARLE, VIRGINIA By: JefVyArkichardslon County Executive COMMONWEALTH OF VIRGINIA CITY/C-9bWT-Y OFL harlb+6sv' Ila The foregoing instrument was acknowledged before me this II'LL day of adg by Jeffrey B. Richardson, County Executive, on behalf of the County of Alb arle, Virginia, Grantee. No ary Public My Commission Expires: �r�.3i� Qbt�j CHERYL L. SKEEN — NOTARY PUBLIC ' Registration number: `1►53'U6ol REGISTRATION a 7153762 COMMONWEALTH OF VIRGINIA MY COMMISSION EXPIRES ' OCTOBER 31. 2019 A roved as to Form: �1o.1 6A1hp9 County Attorney Date 5 v��t�o� a1i_ons rp o�. rn 781 QO� ' " MOORES C/,P v; NOTES: N i C1 ��� AO i W p� 8• 780 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE p�ANo.�N ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. ,� 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT USING MONUMENTS WAko h FOUND TO EXIST AT THE TIME OF THIS SURVEY. 3. THERE WERE NO PLACES OF HUMAN BURIAL OBSERVED WHILE CONDUCTING THE FIELD SURVEY. r 1.� 4\/yjVVDOD ROp,FTory ppN° 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN G 875 —'' AS SHOWN ON FEMA MAP NO 51003CO269D, EFFECTIVE DATE FEBRUARY 4. 2005. THIS DETERMINATION HAS BEEN MADE BY STRST � bl GRAPHIC METHODS', NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. A PORTION OF THE PROPERTY IS ZONED C1 AND A PORTION OF THE PROPERTY IS ZONED R4. N� �878] R'' ' °r'•. �yc 6. THE PROPERTY IS `LOCATED IN THE MOORE'S CREEK WATERSHED AND IS NOT IN AN AGRICULTURAL FORESTAL DISTRICT. wf�° 877 9. THE SUBJECT PROPERTY IS IN THE ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA ZONING DISTRICTS. P �a 10. THE SUBJECT PROPERTY HAS PRESERVED AND MANAGED STEEP SLOPES AND AN INTERMITTENT STREAM, CONSISTENT WITH THE SITE rAOEco P FINAL SITE PLAN SDP201800082 AND ALBEMARLE COUNTY GIS., 11. OWNER OF RECORD: SIDDH LLC <oRF�� 9a" 781 l� ys 12. SOURCE Of TITLE:PB 4495 PG 584 _ STATEMENT OF CONSENT VICINITY MAP SCALE: 1 "=1000' APPROVED FOR RECORDATION /LWin 61L THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND KNOWN AS TMP 0760000052LO ACCORDING TO ALBEMARLE COUNTY RECORDS IS WITH THE FREE CONSENT AND IN®ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND /SV4MH GODMWANI, MANAGING MEMBER/DHARMA PATEL, MANAGING MEMBER SIDDH, LLC, 1096 FOXVALE LANE CHARLOTTESVILLE VA, 22902-8255 COMMONWEALTH Of RGINI CITY/COUNTY OF:,a_kok TO WIT: THE FORE 0§01 INSTRUMENT�NAS ACKNOWLEDGE BEFORE ME THIS _ DAY OF __' "�___ 20_1_ I v APRIL LEIGH NONFOHD Agent for the Board of Supervisors Date — -- -- — Notary PublicIGN RE OF TARY PUBLIC Commonwealth of Virginia jI \\\ '1\ 7615636 REG. ND.:� ✓� _—_ My Commission Expires 09/a0/2022 MERIDIAN PLANNING GROUP, LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 (P) 434.882.0121 �KLTH OF ; TIM Y /I� Z RAY MILLER a Lic. No. 2065 MY COMMISSION EXPIRES:�1 PLAT SHOWING RIGHT OF WAY DEDICATION AND VARIOUS EASEMENTS ON TAX MAP 76, PARCEL 52L THE SIDDH, LLC PROPERTY SAMUEL MILLER DISTRICT, ALBEMARLE COUNTY, VA SHEET: 1 of 3 DATE: DECEMBER 31, 2018 REVISED: FEBRUARY 19, 2019 REVISED: MARCH 13, 2019 FILE: 76-52L-ESMT.DWG 23.5' RIGHT OF WAY DEDICATION TO COUNTY pR SE ipTjPE EA`_ FOR PU0.149BLIC UAC. - _ C1 TMP 76-46A- STATE ROUTE 875 GAMBIT LLC & SNOW PAWS LLC COUNTRY GREEN ROAD DB 4573 Pl N82� 54.56 - - �- EASEW09 =— — �%- 30' PR�RIAETHR/w _— ------ _�-C2 �- Ji8 --e N83'3304 E 135.78' S / N 42.73' ISlo IS - _ 24.18' jPF ® 6.03' NE IS 581) 3j — _ 7 ! "' If C4 / Id MIN, FRONT SETBACK / ii y TMP 76-52P 1 / EXISTING FRAME STEPHEN COOK l BLDG ` C DB 3656-722 i l _ FRONT TMP 76-52L \ \ Mo \ ` BILE l SIDDH LLC \ HOME _ l DB 4495 PC 584 \ it l RESIDUE 5.279 AC. I ,a r= /x w OMF i rw /Lj 50' BUILDING SETBACK a I i i � 20' PARKING SETBACK BUFFER _ _._,_._._! _._.-.------------ -- - ______ - .----- -- MOBILE HOME E R I IATV PLANNING GROUP, LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 (P) 434.882.0121 S86'25'15"W 344.45' ZONING LINE ZONED; _ ... - - - - ZONED: R4 APPROXIMATE LOCATION OF ZONING DISTRICT BASED ON GIS DATA. CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 68.11' 443.89' 8'47'29" 34.12' 68.04' N 87'56'48- E C2 18.46' 999.74' 1'03'29" 9.23' 18.46' N 83'01'19" E C3 18.90' 1023.24' 1'03'29' 9.45' 18.90' S 83'01'19' W C4 77.55' 467.39' 9'30'23" 38.86' 77.46' S 8818'15" W w SCALE: 1 120 ' 0 TMP 76-52L1 DALE & DANNY KYEER DB 1019-227 z.\ P2 0 3I 0 N LEGEND IF IRON PIN FOUND IS IRON PIN SET PF PIPE FOUND (T) TOTAL AREA TABULATION TMP 76-52L 5.428 ACRES LESS RIGHT OF WAY DEDICATION 0.149 ACRES RESIDUE TMP 76-52L 5.279 ACRES NOTES: ALL MOBILE HOMES DEPICTED ARE EXISTING. Da 51$3 P 60 24" RED 0aK PLAT SHOWING RIGHT OF WAY DEDICATION AND VARIOUS EASEMENTS ON TAX MAP 76, PARCEL 52L / i THE SIDDH, LLC PROPERTY MILLER DISTRICT, ZSAMUEL nALBEMARLE COUNTY, VA R SHEET: 2 of 3 DATE: DECEMBER 31, 2018 o�REVISED: FEBRUARY 19,2019 REVISED:CH 9 76-.52L—L-ESMT.DWG TMP 'I6-4uB- 875 -- PRESCRIPjj�f STATE GREEN ROAD GAMBIT LLC &SNOW PAWS LL -- - \ fq�ENI CO-UNDB 4573 P� -- _ 3p' PRE BI SEME - - __ WIp I H R/w _.._r- ` -_ ---- VARIABLE -- __-- �PF ® 6.03' NE EC7 IS E6 IEtovct)j SEE INSET NEW,n' ACSA WATERLINE TMP 76-52P EASEMENT i E8 .l STEPHEN COOK o 3656-722 CL NEW Z n 15' PUBLIC M STORMWATER FACILITY TMP 78-52L N ACCESS EASEMENT SIDDH LLC ,y DB 4495 FC 584 RESIDUE 5.279 AC. m z ='' lTE U o E13 „W 22�'p3 51350'g6 i / / rn / N l/ /N / NEW 20' PRIVATE DRAINAGE EASEMENT £2�: NE' F1 LEGEND IF IRON PIN FOUND IS IRON PIN SET PF PIPE FOUND TMP 76-52L1 DALE & DANNY KYSER DB 1019-227 40 0 40 :0 120 / V VARIABLE WIDTH STORILITY EASEMATERENT CILITY EASEMENT EASEMENT CURVE TABLE IF Curve Length Radius Delta Tangent Chord Chord Bearing EC5 8.82' 1023.24' 0'29'39" 4.41' 8.82' S 82'44'24" W EC6 10.08, 1023.24, 0'33'51" 5,04' 10.07' S 8316'09" W EC7 0.60, 467.39, 0'04'26" 0.30' 0.60' S 83'35'16" W EASEMENT LINE TABLE EASEMENT LINE TABLE EASEMENT LINE TABLE EASEMENT LINE TABLE Line Direction Length Line Direction Length Line Direction Length Line Direction Length Et S O6'22'32" E 21.75' E9 N 0517'480 W 37.25' E17 N 7342'O1" W 10.37' E25 N 17'06'56' E 50.46' E2 S 1617'W W 91.10' E10 S 8333'04" W 9.93" E18 S 1617'59" W 12.57' E26 N 2111'11" E 106.25' E3 S 73'42'01" E 15.00' Ell S 7342'01" E 49.13' E19 N 7342'01" W 20.00' E27 S 6848'49" E 20.00' E4 N 1617'59" E 94.11' 1 E12 I S 73'42'O1" E 15.00' 1 E20 N 1617'59" E 1 12.57' E28 I S 2111'11" W 105.54' E5 N O6'22'32" W 24.78' E13 S 73'42'01" E 9.37' E21 N 7342'01" W 28.13' E29 S 17'06'56" W 54.22' E6 S 8333'04" W 14.40' E14 S 1617'59" W 8.00' E22 S 1617'59" W 20.38' E30 S 4218'47" W 43.30' E7 S 0517'48" E 36.80' E15 S 7342'010 E 5.00' E23 S 4218'47" W 9.80, E31 N 4218'47" E 5.18' E8 N 8442'12* E 20.00' E1p S 1617'59" W 20.00' E24 N 4218'47" E 38.83' PLANNING GROUP, LLC 440 Premier Circle, Suite 200 Charlottesville, VA 22901 (P) 434,882.0121 ���ENLTH pF: I /v'��' y TIMOTHY RAY MILLER Lic. No.�2065 SUFN PLAT SHOWING RIGHT OF WAY DEDICATION AND VARIOUS EASEMENTS ON TAX MAP 76, PARCEL 52L THE SIDDH, LLC PROPERTY SAMUEL MILLER DISTRICT, ALBEMARLE COUNTY, VA SHEET: 3 of 3 DATE: DECEMBER 31, 2018 REVISED: FEBRUARY 19, 2019 REVISED: MARCH 13, 2019 FILE: 76-52L-ESMT.DWG 201900006415.010 INSTRUMENT # 201900006415 RECORDED ALBEMARLE CO CIRCUIT COURT CLERICS OFFICE Jun 25, 2019 AT 11:35 am JON R. ZUG, CLERK by EMJ BOOK 051B3 PAGE 0053 -00062 Instrument Type Instrument # Book/Page: # Plat Pages: 1st Grantor 1st Grantee Description: Consideration: Official Receipt Albemarle Circuit Court Jon R. Zug 501 E. Jefferson St Charlottesville, VA 22902 (434) 972-4083 Receipt For: SHIMP ENGINEERING, P.C. Cashier: EMJ DOD 201900006415 05183 / 0053-00062 Pages: 10 3 SIDDH LLC COUNTY OF ALBEMARLE VIRGINIA SEE INSTRUMENT. 10.00 Assumed Value: 0.00 Receipt # : 2019-042375 Date: 06/25/2019 11:35am Document: 1 of 1 Ex: N Ex: N Pct : 100,00% 1 st City: Y Item # Description Qty Unit Cost Extended 035 VOF 1 1.00 1.00 301 Clerk 1-10 Pages 1 14.50 14.50 145 VSLA 1 1.50 1.50 106 TTF 1 5.00 5.00 301 Clerk Fee 3 13.50 40.50 145 VSLA 3 1.50 4.50 106 TTF 3 5.00 15.00 Document 1 82.00 Grand Total B2.00 Check 2901 -82.00 Balance 0.00 Customer Copy