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HomeMy WebLinkAboutSDP202200068 Plan - Submittal (First) 2022-12-13BUNDORAN FARM LOT F-1 1 1. Owner/Developer: First Year Forever LLC 3915 Chain Bridge Road Fairfax, Virginia 22030 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Architect: Stoneking von Starch Architects 300 West Main Street Suite 103 Charlottesville, Virginia 22903 434.295.4204 4. Landscape Architect: Grounded Landscape Architecture & Design Secretarys Sand Road Esmont, Virginia 22937 434.249.7779 5. Parcel Information: TMP 86-90, n/f First Year Forever LLC (25.215 acres) Parcel Number: 08600-00-00-09000 Magisterial District: Samuel Miller Proposed Use: Single Family Home Instrument #: 2022-3420 This property contains a Water Protection Ordinance Buffer and a small area of critical slopes 6. Existing Zoning: RA (Rural Areas) 7. Setback Requirements: A. Yards (Ch. 18, Sec. 10.4) i.) Front -Minimum: 25 feet ii.) Side -Minimum: 25 feet iii.) Rear -Minimum: 35 feet 8. Planned Land Use: Single Family Residence 9. Maximum Building Height (Ch. 18, Sec. 10.4): 35 feet 10. Adjacent Properties: TMP 86-89, n/f Francis Carter Leake & Elise Ahlgren Leake Deed Book 5332, p 570; RA Current Use: Vacant - Residential TMP 86-82, n/f ABBEE, LLC Deed Book 4280, p 393; RA Current Use: Vacant - Residential TMP 86-83, n/f Jeffery C. Reidenouer & Tracy L. Reidenouer Deed Book 4862, p 366; RA Current Use: Single Family Residence TMP 86-91, n/f ABBEE, LLC Deed Book 4024, p 205; RA Current Use: Vacant - Residential TMP 86-27B, n/f Boaz Mountain, LLC Current Use: Vacant - Residential TMP 86-27B, n/f Boaz Mountain, LLC Current Use: Vacant - Residential Private Road - Carpenter Drive Right of Way State Route 692 - Plank Road Right of Way 11.Datum and Benchmark Reference A. Lincoln Surveying - 632 Berkmar Circle, Charlottesville, Virginia 22901; Physical and topographic survey dated June 30, 2022 FINAL SITE PLAN SAMUEL MILLER MAGISTERIAL DISTRICT 12. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (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. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. 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. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat 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. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). K. Smoking shall be prohibited in areas where smoking makes conditions such as to make smoking a hazard and these areas shall be designated with no smoking signs per Virginia Statewide Fire Prevention Code. L. Areas where smoking can occur, shall have appropriate receptacles for discarded smoking materials per Virginia Statewide Fire Prevention Code. M. Per the Virginia Statewide Fire Prevention Code, vehicular access for firefighting shall be provided at all construction and demolition sites, including access to within 100 ft. of temporary or permanent fire department connections, and have no overhead wiring or other overhead obstructions lower than 13 ft. 6 inches; this access may be via permanent or temporary road, but shall be capable of supporting fire apparatus in all weather conditions. N. Contractor shall ensure the street numbers are always plainly visible from the frontage street during construction per the Virginia Statewide Fire Code. O. An approved water supply for firefighting operations shall be in place and available as soon as combustible materials arrive on site. P. Waste and combustible debris shall be removed from the building at the end of each day and disposed of in accordance with the Virginia Statewide Fire Code. Q. Fire extinguishers shall be provided, with not less than one approved fire extinguisher at each stairwell, on all floor levels where combustible materials have accumulated, in every storage and construction shed and in areas of special; hazards, such as where flammable and combustible liquids are stored or used, in accordance with the Virginia Statewide Fire Code. R. Operations involving the use of cutting and welding shall comply with the Virginia Statewide Fire Prevention Code and shall require a permit from the Albemarle County Fire Marshal's Office. 13. Trip Generation: A. Source: Use Code 210 Single -Family Detatched Housing ITE Trip Generation Manual - 1Oth Edition B. PM Peak Hour = 0.99 Trips / Dwelling Unit C. Average Trip Ends Per Day = 12 trip ends/day SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date Image Provided Courtesy of Stoneking von Storch Architects VICINITY MAP SITE v ° GPI e A/_ J Q rQ P� G S(�THF�Cq�O RO �0 pyg44 o � o v e o ® mm SCALE: 1"= 500' SHEET INDEX E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: First Year Forever LLC 3915 Chain Bridge Rd. Fairfax, Virginia 22030 FINAL SITE PLAN LL Q F_ Z 0 ry J Q ) C M LL m J Z Q LJ_ ^^// 0 1� O Z n 0 Z U COVER SHEET Job Number: 22090 TH OF vr�'r ERIC W. WOOLLEY 9 LIC. NO. 37088 G TONAL E% Date: December 9, 2022 ❑ C1.0 Cover ElC2.0 Existing Conditions Exhibit Revision: ❑ C3.0 Site Demolition Plan ❑ C4.0 Site Layout Plan ❑ C5.0 Site Grading Plan ❑ C6.0 Site Utility Plan ❑ C7.0 General Details ❑ L1.0 Landscape Plan ❑ ES1.0 Erosion and Sediment Control Narrative ❑ ES2.0 Erosion and Sediment Control Plan ❑ ES3.0 Erosion and Sediment Control Details Scale: 0 Filled Box Indicates Drawing Included in Set (Total Included = 8 Sheets) As Noted Sheet No.: C1.0 copyright © 2022 by Woolley Engineering 1 of 1 1 SURVEY CONTROL A E A= 2 NAME NORTH EAST ELEVATION / / 53'E C=126.36' T-216i000 3876650.72800 11434916.58800 B13.95 T=65.76' T-2161001 3876648.10500 11435191.37500 834.25 TMP 86-82 A=128.04' T-2161002 3876972.62000 11434911.84700 ABBEE,LLC R=227.86' T-2166000 3876875.99500 11434912.62900 B15.99 815.99 D.B. 4280 P. 393 / - _ T-216600i 3876808.17500 11435123.75100 842.48 D.B. 3486 P. 97 PLAT / - - - T-2166001 3876808.17500 11435123.75100 842.48 81y - T-2166246 3876572.99700 11434783.86100 795.99 T-2167029 3876881 . 19600 11435056. 12000 836.03 = LOT F3 / + INV +812.05 _ T-2167i99 T-2167239 3876756.33300 3876671.88200 11434853.29200 11434777.90000 805.87 795.83 0p \ go zIN / / .. .1.: TMP 86-83 ¢? / T-2161137 /.. 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KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; I I I 1 Ix O'' I I - THAT THE IMAGERY AND/OR ORIGINAL DATA WAS I OBTAINED ON JUNE 28, 2022; AND THAT THIS I I 921 624/f�1+ 797.16 �i I I - PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING I I 79/ I I I j METADATA MEETS UNLESS OTHERWISE INO ED,NIMUM ACCURACY STANDARDS I I I i 1 i I TITLE REFERENCES: 1 HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY, TO THE TMP 86-90 BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS FIRST YEAR FOREVER LLC CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES i I INST.12022-3420 AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE D.B. 3486 P. 97 PLAT BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND D.B. 4547 P. 394 CHARTER SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND I D.B. 4321 P. 106 CTC OF VA INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY 1 + I I I I D.B. 4298 P. 137 CTC OF VA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. D.B. 4269 P. 73 CHARTER I I i I I D.B. 4028 P. 488 CHARTER NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES D.B. 3915 P. 359 CVA ELEC IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE D.B. 3817 P. 675 C&R LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY D.B. 3550 P. 381 ESMT UTILITY MAPS, AND FIELD VERIFICATION.THE CONTRACTOR D.B. 3500 P. 1 CHARTER SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING D.B. 3486 P. 97 ESMT UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE / i I D.B. 3486 P. 87 C&R FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT / / I D.B. 3351 P. 433 SWM BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. / I MISS UTILITY TICKET FOR THIS PROJECT: B215802492-00B I `7 / I I FNLTH%, j LINC LN lo / / f SURVEYING EAD / I CHRISTOPHER B. KEAN I Innovation. Integrity. Vision. / I � LIC. NO. 2378 I 632 BERKMAR CIRCLE / SCALE IN FEET I CHARLOTTESVILLE, VIRGINIA 22901 L 06-30-20224 / I OFFICE: 0 5 10 15 20 40 I FAX: 434-974-1776 9� SUR�`IO www.lincolnsurveying.com TOPOGRAPHIC SURVEY OF LOT Fll BUNDORAN FARM TAX MAP 86 PARCEL 90 SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY VIRGINIA DATE: JUNE 30, 2022 SCALE: 1" = 20' CONTOUR INTERVAL: 2' NAVD '88 VERTICAL DATUM 122005300 TS22161.PRO 122-0053-00 SYMBOLS AND LINTEYPE KEY; + 4XX.XX = EXISTING ELEVATION (T❑ REMAIN) + 4XX,XX = PROPOSED ELEVATION = DIRECTIONAL FLOW ARROW m = PROPOSED STORM PIPE / O = PROPOSED STORM STRUCTURE / DELTA= 32'11'43" CB=S86'54'53"E = EXISTING TREE TO BE REMOVED C=126.36' T=65.76' A=128.04' AMP 86-82 R=227.86' ABBEE, LLC D.B. 4280 P. 393 D.B. 3486 P. 97 PLAT INV - — 12X - LOT F3 INV O ` - \ LEGEND:00 / OUT 812.05 a \ T-2161137 TMP 86-83 CONIC= CONCRETE / 81599 N too TRACYJEFFERY C. REIDENOUER & L. REIDENOUER DI = DROP INLET \ TRACY D.B. 4862 P. 366 EV TION o I 04 ro Co \ D.B. 3486 P. 97 PLAT EXEXISTING / 81885 I w FIFE FINISHED FLOOR ELEVATION ro LOT F4 INV = INVERT ' / \ `GUARDRAIL I 828.28 I LP = LOW POINT M PVC = POLYVINYL CHLORIDE cp 7`�1--- - - - - - °o h RCP =REINFORCED CONCRETE PIPE / �WOODLINE - - �\ \ (o Co SD = STORM DRAIN 9ML1 \ \ 816 85 �\ \ \ \ Cc CAL CgRI�FNTFR \ YDP= YARD I DRAIN Iy�'N�1L 24POP s \ i \ I • 24POPP/40 I I ` _ _ ` / \ S 1 24POP4\5 809.65 I / 018POP30 / I I I / / _ _ J 848.20 � 49pOh •/0POP4a / \ \ JSC �12CHR25 / _ I 88, T-21\ / / I INV W 859.79 c)INV \ \ / '�. /�vI / 7��/ / • / / Nx // ////\ , I i _ 85248/5101OP30 =84830.i •24POCc 3X yPOP40 RCP\00 2MAP25 X0AK20DID - \ 30PO 40 / / / / / / / /00 \ I // /F GA�/.�\ Q./ • // I 11\ I \ 861.56 IT-21670 9 20AK2S 24TREE2QD809.21POP25T 2166?37 836.0340AK30 DEAD I 00 5 / 81F/527POP30 \ \ \ • 4POP35I I 1MAP3 I � \ 1 ( \ �1POP30 / / I \12MAP25 x J �I / / n, I / I I I ` I I / \ \ \ 270i\Z HH.4J o \ \ ` \ 860 i cp I 120AK20 I I � � / 12PARA20 • / /18POP30 •/ I / / 1/ II I �\K3 0 DEAD)K15PAIRA25\ \ I849.43 I . PPBI •H \\ - EASEMENT 817.32 5PO'-COMMUNICATION • + �1POP30 P$0 210AK40 24AK35 D.B. 4321 P. 106 TOP OF I I - - BANK D.B. P. 137 /I / /x2PARA30 40AN'K25 \ I \ 150AK0 *18POP30• POP25 / 2XP45 �12PARA20 \845.04 \7POPp Li18POP30 \\ \ \ x5POP2o / I I I I II o / • I / /18POP30/4POP30 27POP45• 5•,5POP L0 12MAP20 I WNE \ \ \\ \T-2166\ 001oZ 842.48 o 00 1POP25 12GgM20 REMOVE EXISTING e0 GRAVEL DRIVEWAY i / 20AK20 I *2GUM20A 20 \ \ \ \ \ 120A•20 / I � 240AK AD 1OAK40 \ ` 0120AK20 \ Lb \ FRANCS CARTER LEAKS & I I I / I l I I • • 24POP35 • 1 \ I \ ` \ \ ELISE AHLGREN LEAKE 18POP2 \ \ \ \ 6R \ \ I D.B. 5332 P. 570 1 \ D.B. 3486 P. 97 PLAT 12MAP20 / I \ \ \ I \ \ \ t o\ 1"844 I • I I 837.38 \ \ --I I 1 \ ( I \ \ \ \ \ \ I 1 LOT F10 I I / T-2I67199 I I I \ \ \ \ \ 807.87 \ JQ ( 1 \ 15:AKA0 DEADI I 15�15 \ \ \ ` \ \ \ \ !� I �V I • I I \ \ • 2X 24M P40 i 21MA 30 I \ \ \ / �L 18POP _ UVrO I \ \ \ \ \ I II I I I I I I O�G�o� I II I I II 1 EEAR \ \ \ \ \ \ + 829 09 \ *15LOCZ 12PARA20 N I 30POP35 • \ \ \ I - \ � X_W I I I I I I • I I II/ I 15MAP(I 2I9 IIII 12PAR`A•20 1 12PARA20 63, *18MAP25•18MAP30\ 24POP35 I 2\P ARA2p0\ \I\\ POP45I • ARA20 • F 811.16I \ 8POP250•12LOC15 iSPARA2� 2PARA29 24 `�P 35 15PARA20 ___ o 12PARA215CHR20 i�•12WAL20 + 822.55 12CHR15-18PARA'� \ ~ 2�OP3\ •30POP45 R0 I i I 12PARA20 I I I I I I / • I I I I \ \ \ \ \ � I.30POP45 i 1 16PARA25 \ \ \82 00 42POP50 I I I I I I \ 2"-,48MAP30 I \ I\ I I IT9�1867239 I I \ I I I \ \ _ ` I I �1, \ to \ I. 24MAP45 • 24FTP31CD Co Q\' I I I \ I I 0 I I I 11651000 GPS \ ` \ \ \ \ \ \ I \ Y-2161001 GPS 1 I I \ \ t� \ \ \ \ \ \ I '834.25 I III \ • 1872 \ + 816.57 \ \ \ \ \ \ �� \ \ \ \ 83s.37 I i - 3QV35 1 \ \ I \ / \ \ \ • 30POP45 I I — / I / • i8COC3 l tb \ \ I WIRE FENCE s I .27P9P25 I I 811.91, GATE 2 POP29 TMP 86-90 I o �LOT F11 � Co 0 25.215 ACRES PER PLAT OF RECORD I I I i I I o i I 7-2j6 2 787.16 I I I i I I I i i I I I I i � I i i I I TMP 86-91 ABBEE, LLC D.B. 4024 P. 205 D.B. 3486 P. 97 PLAT LOT F12 REMOVE SELECT LANDSCAPE (TYP) E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: First Year Forever LLC 3915 Chain Bridge Rd. Fairfax, Virginia 22030 FINAL SITE PLAN F Z 0 J j LLJ J Q r� W Z J < Q 0 O Z 0 Z U W SITE DEMOLITION PLAN Job Number: 21070 TH OF vr�'r ERIC W. WOOLLEY 9 A LIC. NO. 37088 a l o��SsrONAL S�G�{v Date: December 9, 2022 Revision: Scale: I" = 20' Sheet No.: CIO copyright © 2022 by Woolley Engineering Scale: 1" = 20' I 3 of 1 1 INV 804.5 RETAINING WALL WITH RAILING GUARDRAIL \ R\� INV PS�M 816.85 15" HDPE CULVERT WITH INV ES-1 END SECTIONS ON 803 62 EACH END Cq RpE � N TER \ DDRI DROP INLET WITH 18" x 18" CAST IRON GRATE H-20 LOAD RATED _ CONCRETE CURBING VDOT STANDARD CG-2 � I I I \ I I RETAINING WALL I I I I � � TR HHCD I I PPB � L I I I I I I I Ln II I I I Ln U z �w� I —"� RRm I I ww0 CONCRETE STAIR WITH _ J RAILING ON BOTH SIDES (5) 6.5" RISERS, 14" TREAD I I I I I I I I I i RETAINING WALL i I I I I I DROP INLET WITH 18" x 18" CAST IRON GRATE I 10.9' I r 0' i RETAINING WALL Iv � I C I I I I I Vi FIRE PIT I I I RETAINING WALL I I I I I 10 I 0 10 20 30 I Scale: 1" = 10' E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: First Year Forever LLC 3915 Chain Bridge Rd. Fairfax, Virginia 22030 FINAL SITE PLAN F— Z OLu J LL •- LU m Z Q Liz LL ^^// 1� � O n O Z u m SITE LAYOUT PLAN Job Number: 22090 oTH OF ERIC W. WOOLLEY 9 A LIC. NO. 37088 a 0 �SSrONAL ECG Date: December 9, 2022 Revision: Scale: I" = 20' Sheet No.: C400 4 of 1 1 copyright © 2022 by Woolley Engineering 0 E E 0 DELTA= 32'11'43" CB=S86'54'53"E C=126.36' T-9� mac, SYMBOLS AND LINTEYPE KEY; + 4XX.XX = EXISTING ELEVATION (T❑ REMAIN) + 4XX,XX = PROPOSED ELEVATION No. = DIRECTIONAL FLOW ARROW m = PROPOSED STORM PIPE O= PROPOSED STORM STRUCTURE �{ = EXISTING TREE TO BE REMOVED LEGEND: CO = CLEAN OUT CONC = CONCRETE DI = DROP INLET ELEV = ELEVATION EX = EXISTING FIFE = FINISHED FLOOR ELEVATION INV = INVERT LP = LOW POINT PVC = POLYVINYL CHLORIDE RCP = REINFORCED CONCRETE PIPE SD = STORM DRAIN TYP = TYPICAL YD = YARD DRAIN 56 \ i-91 LLC )24 P. 205 M P. 97 PLAT F12 Scale: 1" = 20' WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: First Year Forever LLC 3915 Chain Bridge Rd. Fairfax, Virginia 22030 FINAL SITE PLAN < F— Z OLu J Q ) C LL LLJ Co) m J Z Q LL ^^// ILL 0 10 O Z II 0 Z u m SITE GRADING PLAN Job Number: 22090 r�OV 11 OF yr r ERIC W. WOOLLEY 9 LIC. NO. 37088 G TONAL E% Date: December 9, 2022 Revision: I Scale: 1 " = 20' Sheet No.: C5e0 5 of 1 1 copyright © 2022 by Woolley Engineering 0 E E 0 / OUTLET PROTECTION „ppo o SYMBOLS AND LINTEYPE KEYS 4XX.XX = EXISTING ELEVATION (T❑ REMAIN) 4XX,XX = PROPOSED ELEVATION --- 110. = DIRECTIONAL FLOW ARROW = PROPOSED STORM PIPE = PROPOSED STORM STRUCTURE �{ = EXISTING TREE TO BE REMOVED LEGEND: CO = CLEAN OUT CONIC = CONCRETE DI = DROP INLET ELEV = ELEVATION EX = EXISTING FIFE = FINISHED FLOOR ELEVATION INV = INVERT LP = LOW POINT PVC = POLYVINYL CHLORIDE RCP = REINFORCED CONCRETE PIPE SD = STORM DRAIN TYP = TYPICAL YD = YARD DRAIN PROPOSED WELL LOCATION 20' MINIMUM CASE AND GROUT OSTORM STRUCTURE 1 8" ES-1 INV OUT = 832.00 OSTORM STRUCTURE 2 18" x 18" DI CAST IRON GRATE TOP = 836.80 INV IN = 834.00 (EAST) INV IN = 835.50 (SOUTH) INV OUT=833.00 (WEST) OSTORM STRUCTURE 3 18" x 18" DI WITH CAS T IRON GRATE TOP = 838.00 INV IN = 835.80 (EAST) INV IN = 836.00 (SOUTH) INV OUT = 835.00 (WEST) OSTORM STRUCTURE 4 15" ES-1 INV IN = 840.00 OSTORM STRUCTURE 5 15" ES-1 INV OUT = 838.00 LLC O STORM STRUCTURE 6 )24 P. 205 18" x 18" DI WITH CAST M P. 97 PLAT IRON GRATE TOP = 838.50 F12 INV IN = 836.40(WEST) INV OUT = 836.00 (SOUTH) WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: First Year Forever LLC 3915 Chain Bridge Rd. Fairfax, Virginia 22030 FINAL SITE PLAN LL Q F— Z 0Lu J jn�\\ C� Q � C LL '(� LLj C- J m J Z Q LI_ L L 0 1� 0 Z II O Z U SITE UTILITY PLAN Job Number: 22090 TH OF ERIC W. WOOLLEY 9 LIC. NO. 37088 G TONAL E% Date: December 9, 2022 e Construction ater from the site outfalls via overland flow. There are no existing project area. ist Construction the North Fork Hardware River Watershed. The HUC for the project mmary: water from the proposed single family residence rooftop will ouff all Outfalls with high volumes of water will have outlet protection i erosion. The rest of the site will drain via overland flow. ate Regulation 9VAC25-870-66D shall be met by outfalling all roof lawn and allowing sheetflow. Homeowner is exempt from the stormwater quality regulations ue to the nature of the project (Single Family Residence). Revision: Scale: 1 " = 20' Sheet No.: C600 Scale: 1" = 20' I 6 of 1 1 copyright © 2022 by Woolley Engineering THREADED PLUG BRASS CAP CLEANOUT ADAPTOR FINISHED GRADE ADJUSTABLE VALVE BOX /— VDOT NO. 21 A STONE Y �6" 4" PVC PIPE R REDUCER (IF NECESSARY) 4" ii EXPANSION JOINT WHERE Q CONCRETE SHALL BE VDOT ADJACENT TO HARDSCAPE CLASS A3 (3,000 PSI) WYE "Y" TEE =1111L 6"15"PAVEMENT CONCRETE MIN. 4" COMPACTED 6„ AGGREGATE BASE CONCRETE CURBING (CG-2 TYP. N.T.S. STORM DRAINAGE CLEAN -OUT N.T.S. PRECAST 1000 GALLON MID SEAM PUMP TANK BRING TO GRADE UWTH USE SILICONE ADHESIVE E-Z SET POLY RISERS BETWEEN RISER JOINTS JOINT DETAIL 4" INLET 4" HIGH PSRE SEALS (ASTM 1227) 54" _ OR --1 r", SIDE VIEW WWW, HA NOVERPRECAST,COM 21.64 GALLONS PER INCH NOT TO SCALE 99" INSET A INSET A DRIVEWAY DETAIL N.T.S. TOP HALF OF TANK F�=: .. 12 4" HIGH PRESSURE' OUTLET �I � SEALS (ASTM 1227) + l j BOTTOM HALF OF `ANI( � r ConSeal CS-102 1" 49to 53.. MEETS OR EXCEEDS ASTM C-990 34" APPROX. WEI7iT r TOP HALF 4,500 LB. BOTTOM 4.500 LB. o _ 1,7 TOTAL S.000 LB, INLETS & OUTLETS HAVE 4 INCH I UP VItVV HIGH PRESSURE PIPE SEALS 1, 6X6X10X10 REINFORCING WIRE MEETS OR EXCEEDS ASTM 1227 62 24"PO E Z SET POLY RISER Soo +PSI CONCRETE WITH FIBER (10 PSI) FOR SECONDARY REINFORCMENT r USE 30" RISER FOR DUPLEX PUMPS 13162 "THIS DRAWING IS THE PROPERTY OF HANOVER PRECAST INC. OF ASHLAND,VIRGINIA. IT IS INTENDED FOR USE BY THOSE DESIGNING WITH AND SPECIFYING HANOVER PRECAST PRODUCTS. REPRODUCTION AND DISTRIBUTION BEYOND THE INTENDED USERS WITHOUT EXPRESSED CONSENT OF HANOVER PRECAST INC. IS FORBIDDEN." COPYRIGHT V0112012 (804) 798-2336 FAX (804) 798-2339 WWW.HANOVERPRECAST.COM JANUARY 2016 PAGE 271 PUMP TANK 45 AT 1r OC r CYII FULLY GROUTED Y04. ,iNrV • % rr1� fIli If-ri LOP �rd ��" 1i W`I(M AN A dr i ii ��ir` (�IlS CONT. RETAINING WALL UP TO 5'-0" RETAINING WALL DETAILS N.T.S. E)F?1VEWAY SECTION O2" SM-9.5A ASPHALTLAYER O6" AGGREGATE BASE MATERIAL COMPACTED NO. 21-A AGGREGATE OSUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS General Septic System Notes �► i►�i'►'�' �� �,1► i�fli►�1 0( 11 A META DEMMn ..... ..... �..._._�.. �_.__ CONTRACTOR SHALL INSTALL 8 wetr rtvLe BASIN PER MANUFACTURER'S IN EACH SPECIFICATIONS. CORNER YARD DRAINS N.T.S. 1. Substitutions or modifications to the specified equipment or layout shall be approved by the engineer. 2. If adverse subsurface conditions are encountered (rock, groundwater, utilities, etc.) contact the engineer. 3. If site conditions vary contact the engineer. 4. The contractor is responsible for maintaining all setback distances as required by local ordinances and the Health Department. 5. Installation shall be in accordance with Virginia Department of Health On -Site Sewage Handling and Disposal regulations and in accordance with erosion and sediment control guidelines. 6. Notify Miss Utility prior to any excavation. Gravity Main Notes: 1. Gravity main from the building to the septic tank is 4' Schedule 40 PVC sewer piping. 2. All gravity main shall have a 2% slope. Force Main Notes: 1. Force main from the septic tank to the distribution box shall be 2" Schedule 40 PVC sewer piping. Septic Tank Notes: 1. The septic tank for proposed drainfield will be a 1,250 gallon top seam concrete tank. 2. The pump tank for the proposed drainfield will be a 1,000 gallon mid seam concrete tank. 2. The tanks and all seams shall be waterproof. 3. If rock is encountered in the tank hole then tank shall be bedded with 8" #68 stone. Tank shall be backfilled in layers with sufficient compaction (>95% compaction) to avoid settling. Backfill material shall be free of debris and large stones. Drainfield Notes 1. Do not install drainfield during wet, icy, or snowy weather. 2. Do not install when drainfield is wet. 3. Install trenchs on contour. 4. All drainfield percolation lines shall be 4" corregated pipe. 5. Absorption trenches Drainfield (See site plan for location) a. 4 bedroom single family home b. 15 absorption trenches: 21" deep, 3' wide, 60' long C. Install 9' on center (min.) STONE VENEER CONTRACTOR SHALL COMPACT EACH LAYER OF BACKFILL PRIOR TO INSTALLING EACH EXTENSION RISER 9"SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS. VDOT #57 GRAVEL BASE 4" DEPTH COMPACTED SOIL SUBBASE E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: First Year Forever LLC 3915 Chain Bridge Rd. Fairfax, Virginia 22030 FINAL SITE PLAN F_ Z 0 J \ CL J ry Q 2 •r " J LU m Z J < ILL 0 ^Q 1� 0 Z 0 0 Z U GENERAL SITE DETAILS Job Number: 22090 TH OF ERIC W. WOOLLEY 9 LIC. NO. 37088 _- G TONAL EAV Date: December 9, 2022 Backfill Revision: Barrier material Rock J/a-2%r in diameter Water tabic I or creviced bedrock Scale: 1 " = 20' Sheet No.: SEPTIC SYSTEM DETAILS N.T.S. copyright © 2022 by Woolley Engineering SEPTIC SYSTEM TRENCH DETAIL N.T.S. C700 7 of 1 1 0 E E 0 DELTA= 32'11'43" CB=S86'54'53"E C=126.36' T-9� mac, SYMBOLS AND LINTEYPE KEY; + 4XX.XX = EXISTING ELEVATION (T❑ REMAIN) + 4XX,XX = PROPOSED ELEVATION No. = DIRECTIONAL FLOW ARROW m = PROPOSED STORM PIPE O= PROPOSED STORM STRUCTURE �{ = EXISTING TREE TO BE REMOVED LEGEND: CO = CLEAN OUT CONC = CONCRETE DI = DROP INLET ELEV = ELEVATION EX = EXISTING FIFE = FINISHED FLOOR ELEVATION INV = INVERT LP = LOW POINT PVC = POLYVINYL CHLORIDE RCP = REINFORCED CONCRETE PIPE SD = STORM DRAIN TYP = TYPICAL YD = YARD DRAIN i-91 LLC )24 P. 205 M P. 97 PLAT F12 ? 10 YRS) 0 SQ. FT. (0 ACRES) 48,169 SQ. FT. (1.11 ACRES) ;EC.32.7.9.8.C.) 3.21 ACRES REQUIRED 0.64 ACRES (20% OF SITE) 1.1 1 ACRES (± 347a OF SITE) --ening shall be maintained y the current owner or ition and replaced when it material shall comply with ,e plan. 1 within 10' from center of )f public water or sanitary be seeded per the ent seeding stated on -ss specified on this plan. cape architect plan for WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: First Year Forever LLC 3915 Chain Bridge Rd. Fairfax, Virginia 22030 FINAL SITE PLAN LL Q F— Z 0Lu J Q ) C LL '(� LLJ C- J m J Z Q LL ^^// 0 1� 0 Z II O Z u m SITE LANDSCAPE PLAN Job Number: 22090 r�OV 11 OF yr r ERIC W. WOOLLEY 9 LIC. NO. 37088 G TONAL E% Date: December 9, 2022 Revision: I Scale: 1 " = 20' Sheet No.: LS 1.0 Scale: 1" = 20' I 8 of 1 1 copyright © 2022 by Woolley Engineering