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HomeMy WebLinkAboutARB202200040 Plan - Submittal (First) 2022-04-19E E 0 LITTLE EXPLORERS DISCOVERY SCHOOL 1. Owner/Developer: Tabor Street School LLC 1870 Beaver Creek Mountain Rd. Crozet, Virginia 22932 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Parcel Information: TMP 56A2-01--16, n/f Tabor Street School LLC (0.80 acres) Property Address: 5762 Tabor Street, Crozet, Virginia 22932 Magisterial District: White Hall Current Use: Commercial Deed Book 5541 Pg. 360 This property lies within the Entrance Corridor 4. Existing Zoning: DCD (Downtown Crozet District) 5. Setback Requirements: A. Primary Building Setbacks I.) Front -Minimum: 1 foot ii.) Front -Maximum: 10 feet, except up to 20 feet with administrative modification iii.) Side -Minimum except from accessway or alley: 0 feet iv.) Side -Minimum from accessway or alley: 3 feet, except 1 foot within a building facade break v.) Side -Maximum: 20 feet, except with administrative waiver vi.) Rear -Minimum: 0 feet B. Secondary Building Setbacks: i.) Front -Minimum: 1 foot ii.) Front -Maximum: Prevailing building pattern, as determined by director of planning iii.) Side -Minimum except from accessway or alley: 0 feet iii.) Side -Minimum from accessway or alley: 3 feet, except 1 foot within a builidng facade break iv.) Side -Maximum: Prevailing building pattern, as determined by director of planning v.) Rear -Minimum: 0 feet C. Parking Setbacks: I.) Front -Minimum -As an accessory use: no closer to the (ght-of-way than any existing or proposed structure on the lot. Parking areas shall be located to the rear and/or side of the primary structures, ii.) Side -Minimum- As an accessory use: 3 feet iii.) Rear -Minimum: Of eet 6. Planned Land Use: Additional parking for child care center (9,970 sq. ft. = 28.5% of site) 7. Maximum Building Height (by Code): 50 feet 8. Adjacent Properties: TMP 56A2-01--15, n/f Tabor Presbyterian Church Deed Book 3406, p 212; DCD Current Use: Residential - Single Family TMP 56A2-01-01--16A, n/f The Square LLC Deed Book 4708, p 37; DCD Current Use: Unassigned State Route 691 - Tabor Street Right of Way State Route 1012 - High Street Right of Way 9. Datum and Benchmark Reference A. Foresight Survey, PC - 912 E High Street, Suite C, Charlottesville, Virginia 22902; Physical and topographic survey dated August 18, 2021. INITIAL SITE PLAN WHITE HALL MAGISTERIAL DISTRICT 10. 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). 11. General ACSA Water and Sewer Conditions 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be responsible for notifying the proper ACSA officials at the start of the work. 2. The Albemarle County Service Authority shall have access to use the airspace above the locations of construction for the flight of unmanned aerial vehicles for the purpose of imagery collection. 3. 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 Contractor shall, on his own initiative, locate all underground lines and structures, as necessary. 4. All materials and construction shall comply with the current edition of the General Water and Sewer Construction Specifications, as adopted by the ACSA. 5. Datum for all elevations shown in National Geodetic Survey. 6. The Contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 7. All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of the pipe, over the centerline of the pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. 8. All water and sewer appurtenances are to be located outside of roadside ditches. 9. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 1 O.Trees are not permitted in the ACSA easement. 1 l .The Contractor shall be responsible to comply with the nolead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 12.The sewer lateral beyond the connection at the sewer main shall be private. The sewer lateral stub -out shall undergo the ACSA low-pressure air test to satisfy County testing requirements. Visual inspection of the sewer lateral stub -out shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the Contractor. 13.The sewer lateral beyond the connection at the manhole shall be private. Visual inspection and pressure testing of the sewer lateral shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing" permit which must be obtained by the Contractor. 14.The fire sprinkler main downstream of the gate valve is private. Visual inspection and testing of the fire sprinkler main downstream of the gate valve shall be witnessed by the County Building Inspections Department. This inspection shall occur under an "Other Plumbing' permit which must be obtained by the Contractor. 15.AII flushing of fire sprinkler mains shall not occur until approval is given by the ACSA. 16.Prior to backflow prevention device testing and the establishment of water service, all backflow prevention device installations shall meet the ACSA Backflow Requirements as detailed in Section 8 of the most recent revision of the ACSA Rules and Regulations. 17.A deed of easement and easement plat for the utility easements, approved by the ACSA, shall be recorded prior to any water and/or sewer service being established. 12. Stormwater Management A. Stormwater from a majority of the proposed parking area will flow to a level 2 biofilter. This biofilter contains both a gravel diaphragm and a pre-treament cell to meet the design standards of 2011 DEQ Specification #9. B. The proposed biofitler meets the State Code for water quality and water quantity requirements under 9VAC25-870-65 & 9VAC25-870-66. 13. Parking A. Existing Parking 1.) 3 regular spaces ii.) 0 HC accessible spaces B. Proposed Additional Parking 1.) 14 additional regular spaces ii.) 1 HC accessible space C. Total Proposed Parking i.) 17 regular spaces ii.) 1 HC accessible spaces 14. Fixture Count: A. Kitchen Sink/Wash Sink: 2 B. Lavatories:5 C. Tank Toilets: 5 D. Dishwasher:0 E. Washing Machine: 1 F. Hose Bibs: 3 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 01 . � ,►� • ' ;1► • III /` , • ! i I� • iv� 1 1/ SHEET INDEX WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Tabor Street School LLC 1870 Beaver Creek Mountain Rd. Crozet, Virginia 22932 INITIAL SITE PLAN J O O U � Q Z w ry > C: > O_�LLJ U 121, Q � �' Z LLI p m V) Q LL W o O O U W LU F_ COVER SHEET Job Number: 21070 TH OF vr�'r ERIC W. WOOLLEY 9 LIC. NO. 37088 ❑ C1.0 Cover ❑ C2.0 Existing Conditions Exhibit & Site Demolition Plan o��SsrONAL El C3.0 Site Layout Plan ❑ C4.0 Site Grading Plan ❑ C5.0 Site Utility Plan Date: ElC6.0 Stormwater Management Plan & Details April 19, 2022 [_1L1.0 Landscape Plan Revision: ❑ Filled Box Indicates Drawing Included in Set Scale: As Noted Sheet No.: C1.0 1 of 7 NOTES: 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE ON AUGUST 12, 2021 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. 3. RECORD PLAT IS RECORDED AT DB 3013 PG 141, 4. SUBJECT BOUNDARY IS LOCATED IN ZONE "X" AS SHOWN ON FEMA MAP NO 51003CO229D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, AN ELEVATION STUDY WAS NOT PERFORMED FOR THIS SURVEY. 5. SUBJECT PARCEL IS ZONED DOWNTOWN CROZET DISTRICT. 6. OWNER OF RECORD: TABOR STREET SCHOOL LLC; SOURCE OF TITLE: DB 5541 PG 360. E� S9AH�'08 )09 WV. 1d° 1p1 15' 01P INV-707.5' LINE TABLE L1 S 79'S4 00 W 20.79 L2 N 78'04 05 W 20.001 L.3 15 1355 55 w 7.50 L4 15 10' 19 02 W 180.72 FORESIGHT SURVEY,PC 912 EHiph S"6 ,SaidC Cha ioftewllo. VA 22902 TMP 56A2-01-16A IF THE SQUARE LLC O S 79'41'06+ DB 4708 PG 37 E 185.5j. 15' % DECIDUOUS IF 0.46' SE OF CORNER m x 22• HOL® 012 H ^� TONE WALK p DECK • 6' MAP ui O w PATIO n 8 0 w 30 Z4.2 m F V ,� 3 1 CV STU :r aj h 21A57'6, 1_ 2 \k 12' PAR 12 TMP 56A2-01-15 FFE- STORY 1 12' DEC TABOR PRESBYTERIAN CHURCH o 4.3 o 718.57 r??AMF 8L.. o10,z ^ 5' DEC DB 3406 PG 212 21.8• c o o ' PAR (08L) FFE . 8' DEC z 717.74 FIFE > cp SHED i CRAM- O � IT CED (2X) 7 PAYED 5' DEC DRIVE 0 FFE_ 12' WAL 718.36 X FFE- f 7• DEC LP 715.94 / O TMP 56A2-01-16 4' PAR (2z) TABOR STREET SCHOOL LLC 4' PAR 4,PED DB 5541 PG 360 / O 2' P IT PAR (2X) ,FH I GRAVEL --- 0.80 AC O 8' WAL DRIVE 4' PAR W 0 �C71NC /20' EVER _TAP +\O 1 15' CMP ` -� Og FS4/\ ' INV-708.5 VLT 30, pG 21j \ 16' DEC \1 STUMP CO �� 5' DEC \ � 8' MAP ti, 1\3 IF LP O O ELECTRIC ESMT. \ 14' YAP (DBL) '�' DB 1354 PG 739 MAP DB MAP 0 3' RBUD (DBL) 0 LEGEND CMP CORRUGATED METAL PIPE FFE KNISH FLOOR ELEVATION FH FIRE HYDRANT IF IRON PIN FOUND LP LAMP POST OHE OVERHEAD ELECTRIC LINE PED PEDESTAL SSMH SANITARY SEWER MANHOLE UGE UNDERGROUND ELECTRIC LINE UGT UNDERGROUND TELECOMMUNICATION LINE UP UTILITY POLE VLT VAULT WM WATER METER VN WATER VALVE Existing Conditions Exhibit TABOR STRE � ; DP (ST VEGETATION LEGEND 691) MAP MAPLE CED CEDAR PAR PARADISE RBUD REDBUD DEC DECIDUOUS WAL WALNUT EVER EVERGREEN HOL HOLLY HDGRW HEDGEROW TRPL TRIPLE DBL DOUBLE O SHRUB s ROSE BUSH REMOVE EXISTING PAVED DRIVEWAY \ \ \ TMP 56A2-01-15 6 FED \ I \ TABOR PRESBYTERIAN CHURCH I \ DB 3406 PG 212 / I 15" CMP \ FH I INV-708.5' \ \ \ \ ` WV(�) I I\ \ \ \ \ ■ II II I \ \ \ I U UGE - VLT i11tir// 0 WM 691 LEGEND: CO = CLEAN OUT CONC = CONCRETE CSW = CONCRETE SIDEWALK DI = DROP INLET ELEV = ELEVATION EX = EXISTING FFE = FINISHED FLOOR ELEVATION HOPE = HIGH -DENSITY POLYETHYLENE INV = INVERT LP = LIGHT POLE PVC = POLYVINYL CHLORIDE SD = STORM DRAIN TYP = TYPICAL YD = YARD DRAIN REMOVE EXISITNG STUMPS SYMBOLS AND LINTEYPE KEY: + 4XX.XX = EXISTING ELEVATION (TO REMAIN) + 4XX.XX = PROPOSED ELEVATION 10- = DIRECTIONAL FLOW ARROW o = PROPOSED STORM PIPE O= PROPOSED STORM STRUCTURE 30' - STUMP i 1 I TMP 56A2-01-16A THE SQUARE LLC DB 4708 PG 37 / 1 I 1 I 1 1 1 I / X �\ - IF 0.46' SE I \ - \ OF CORNER 1 FENCLL- DECIDUOUS I \---- //� X / 22" HOL \ / 12" HOL / 1 STONE �1 L T / WALK J' DECK 6" MAP �� ° J � � � / ----� I � I I 1 X 4- 4 PATIO 4 ./ .4 4 I / 4 10 � UGTj UGE OGT UCF \ �I / I 12" PAR FFEJ� 4 / ° 4 UC 4 �° 4 \ ° 718.57 / #5 762 I - I I / 12" DEC FFE- 1-112 \ 1 .7 STORY 1 / / 6" DEC ° FRAME BLDG. 6" PAR (DBL) ` FFL\ ` / I/ / 8" DEC 00I I 1----:717----/- CRAWL / SHED l l \715.07 / _`.-�� / �•,9 / / LLJ iis.3s 1� O X / 10" CED (2X) 5 DEC • `. 0 1 / >< -- -- z ► I 7 _ J ',_-_ 1\ f ' * 9/ / � -' i �. \ ( I � 1 I 1 I I 12" WAL FFE- PAVED / / -�`--' 1 1 GRAVEL/ - 7 _ V / / 715.94 I � 7" DEC DRIVE / s i �__ .�� : � / DRIVE �' I I I I I /I 00 & I I 4" PAR REMOVE EXISTING LIGHT POLE-- / � � � • �.> 7 X4"i PAR o m REMOVE EXISTING ��� -�` ; I \1 12" PAR /� I I / / 10" PAR (2X) CONCRETE WALKWAY 8" WAL GRAVEL DRIVE UGE ucr UGE 4" PAR PAP /U00 GE/-i EVER I I J T��J II / % 114 •� ; ; \ \ LEC1RIC ES44r 17 1 II 4j REMOVE SELECT do I 1' I I / REMOVE-S€LECT I (/GT \ LANDSCAPE (TYP) I 1 1 '1 1 / LANDSCAPE (TYF') Of I II I I ' I UCF / I 11 I 8" MAP a --+ 5' DEC /__ i (EXISTING OAK TREE) j J %� \ /'i 4" MAP I I f-3 I (DBL) � r- .-- m IF %\ I I 1 1 ----,TAB TMP 56A2_ I wivi �� 1 V� / ' OR STIREEr 01-16 ��� REMOVE EXI TNG TREE E �GF I I \ 6" MAP \ - I � % i �-5 8pP CfiO� i LL 3" RBUD (DBL) D 1 'x 0. 1 AC 36 / USE _jL / 7" MAP UGE ULU GE 1 UGE / SSMH F j FLECTRIC`ESMT. / 3nn ` � ` ` 1364 Ph -7 I / _ % \ I I / REMOVE PORTION OF / \ - % - - _ - - - T - - - - + 1 I I l EXISTING GRAVEL DRIVEWAY \ f I HD W _ \ham - - - -��_ I I\ 1 J GRAVEL I I I / DRIVE -L1 / IFI / I CMP 4" REDB (TRPL) / / INV-709.5' UP / \ \ n _ 3n IF _ \ \ \ \ \ �__` n / r / / r \ HDW \ � 14-WI I ■ I I/� / � San San 3an - \ \ -_ � n � 15" CMP I I � I \ INV-713.2' I I I 15" CMP BURIED REMOVE EXISTING / I I I \ I LIGHT POLE I I \ MILL & REPAVE PORTION REMOVE EXISTING OF EXISTING ROADWAY HEDGEROW / / /A, 3 / 10 0 10 20 Scale: 1" = 10' 10 PRIVATE SEWER LATERAL ESMT. IF L.2 (DB 3013 PG 141) 4' RED8 (TRPL) `HDGRW CMP 15' CMP INV-709.5' 15" CMP BURIED INV-713.2' i E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Tabor Street School LLC 1870 Beaver Creek Mountain Rd. Crozet, Virginia 22932 INITIAL SITE PLAN I O O 'U^ v J Z LU > OLLJ U CL _J Q Q � W m LL 0 LU OD 1 0 U W LU F_ I EXISTING CONDITIONS & DEMO PLAN Job Number: 21070 o`fT3 OF Gr�r ERIC W. WOOLLEY 9 A LIC. NO. 37088 a o�44, �'Ss/ O NA L SG�sv Date: April 19, 2022 Revision: Scale: 1"= 10' Sheet No.: C200 2of7 copyright © 2022 by Woolley Engineering Height: 2.9" (7.4 cm) Weight: 11.21bs(5.1kg) Ordering Information 11 LED 7w'.1:, -uminalre „ p. ®n111.,. ,& 5� Introduction The ESX LED area luminaire provides the combination of best product, best price and best delivery. ESX is ideal for one -for -one replacement of HID area lighting and provides up to 769/6energy savings, long service life and fast payback. The ESX1 delivers 8,000 to 25,000 lumens allowing it to replace 15OW to 40OW HID luminaires. All ESX luminaires feature adjustable light output, providing two light levels from one product, allowing greater flexibility in the field and on distributors' shelves. All luminaires feature a reversible arm that allows for mounting on both round and square poles. Eight configurations of ESX1 luminaires are stocked in Acuity Brands distribution centers. Note: Lummaire ships set on high (awitchable to local. All luminaires feature adjustable light output, a reversible arm for mounting on round and square poles (drilling template w20) and dark bronae finish. The lumen output and input warts shown an nominal values. Rater to the lumens table on page 3 for specific values. A(Qsso rl es: Order os wpamte (atal(g number. Catalog Number Description (I(ode UP( ESNWBADDBXDU ESX Will wall bracket, dark bronze finish '27055r D0194995092826 ES)(IRSU ES)n louse side shield, dark bronze '272tS8 00194995602926 Note: Accessories are ordered and shipped separately from the luminaire. NOTE: ISMOUNTING HEIGHT '. LIr"MV/A One Whonia Way • Conyers, Georgia 30012 • Phone: 1-800-10 i-SM(7378) • mtybcrnch,. on. Grhonia ESXI Area LED _ "OHr/Mv 02021 Acuity Brands Lighting, Inc. All right, reserved l0307122 co" Ri:IM 5-COR SITE LIGHTING CUTSHEET N.T.S. Schedule Symbol Label QTY Catalog Number Description Lamp (30 A 2 ESX1 LED P440K R5 MVOLT UPA BLS DDBXD M2 LITHONIA ESX1 LED 4000 K, TYPE 5 DARK BRONZE FINISH LED LEGEND: CO = CLEAN OUT CONC = CONCRETE CSW = CONCRETE SIDEWALK DI = DROP INLET ELEV = ELEVATION EX = EXISTING FFE = FINISHED FLOOR ELEVATION HDPE = HIGH —DENSITY POLYETHYLENE INV = INVERT LP = LIGHT POLE PVC = POLYVINYL CHLORIDE SD = STORM DRAIN TYP = TYPICAL YD = YARD DRAIN TAB0,� STR� �T (Sr SYMBOLS AND LINTEYPE KEY: + 4XX.XX = EXISTING ELEVATION (TO REMAIN) + 4XX.XX = PROPOSED ELEVATION = DIRECTIONAL FLOW ARROW o = PROPOSED STORM PIPE O= PROPOSED STORM STRUCTURE 15 CHURCH 12 RT. 6 i f I IF I� 1(- 185.51, ILIMITS OF MILL & REPAVE EXISTING ROADI TMP 56A2-01-16A THE SQUARE LLC DB 4708 PG 37 1 7 I 7 7 I 1 r 7 7 SF WOODEN DOOR ILION E-BOX :TORE E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Tabor Street School LLC 1870 Beaver Creek Mountain Rd. Crozet, Virginia 22932 INITIAL SITE PLAN J O O U � Q Z LU O LLJ _J U^ AW` QQ v I ^ L LLI II m Q LL LU _ 0 10: O O U LU LU I F_ F_ I SITE LAYOUT PLAN Job Number: 21070 TH OF ERIC W. WOOLLEY 9 LIC. NO. 37088 Date: G TONAL E% April 19, 2022 Revision: I Scale: 1"= 10' Sheet No.: CIO copyright © 2022 by Woolley Engineering Scale: 1" = 10' 3 o f 7 1 w Cc LEGEND: CO = CLEAN OUT CONC = CONCRETE CSW = CONCRETE SIDEWALK DI = DROP INLET ELEV = ELEVATION EX = EXISTING FFE = FINISHED FLOOR ELEVATION HDPE = HIGH —DENSITY POLYETHYLENE INV = INVERT LP = LIGHT POLE PVC = POLYVINYL CHLORIDE SD = STORM DRAIN TYP = TYPICAL YD = YARD DRAIN SYMBOLS AND LINTEYPE KEY: + 4XX.XX = EXISTING ELEVATION (TO REMAIN) + 4XX.XX = PROPOSED ELEVATION 10- = DIRECTIONAL FLOW ARROW o = PROPOSED STORM PIPE O= PROPOSED STORM STRUCTURE i 1 I IFS-- ��X-06" 18 55j 1 1 TMP 56A2-01-16A Ly I 0 THE SQUARE LLC DB 4708 PG 37 1 WOOLLEY ENGINEERING I Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 1 (434) 973,0045 Iwww.Woolley-Eng.com 1 _ 1 Owner: IF 0.46' SE Tabor Street School LLC ` \ OF CORNER I 1870 Beaver Creek / — Mountain Rd. Crozet, Virginia 22932 INITIAL SITE PLAN J O O U � Q Z w ry > > O�LLJ J U CL Q w p m cn Q LL w o III O o U W W I F_ F_ I SITE GRADING PLAN Job Number: 21070 r�OV 11 OF yr r ERIC W. WOOLLEY 9 LIC. NO. 37088 Date: G TONAL E% April 19, 2022 Revision: I Scale: 1 " = 10' Sheet No.: C400 copyright © 2022 by Woolley Engineering Scale: 1" = 10' I 4of7 i 1 I IFS— I� 1(- 185.5 j TMP 56A2-01-16A THE SQUARE LLC DB 4708 PG 37 1 1 I 1 1 I 1 / 1 E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Tabor Street School LLC 1870 Beaver Creek Mountain Rd. Crozet, Virginia 22932 INITIAL SITE PLAN r1y\ 1 O I DECK / I 1 X 44 , PATIO 1 1 4 ° I ° lie"J x 4 — 4 4 (] T 1 j 8 UGE T 1 // 4 L'lq iJ/ / // 5762 ° 4° 4 1 FFE- Z I ° 718.57 ° UGE 1 FFE- 1-112 1 / LL — 1.7 STORY 4 ' W I I I FRAME BLD� 1 1 1 O o f FIFESHED U J CRAWL 7 1 715.07LLJ 1 �� 1� a FFEX •� W CID 718.36 ; � ILL - 1 O LU FFE- 715.94 GRAVEL I F�- N DRIVE ^ Z Q PED OUTFALL I INV OUT = 708.70 TMP 56ATERIAN 5 /// / // / of TABOR PRESBYTERIAN CHURCH y � / /,/ W DB 3406 PG 212 Q J 15" CMP FH I O INV-708.5' ®\ WV(X2) 1 GRAVEL DRIVE O ■II III ,, I \3GS o 128'STORM DRAIN UGT— UGE w SITE UTILITY PLAN Job Number: 21070 r�OV 11 OF yr r ERIC W. WOOLLEY 9 LIC. NO. 37088 Date: G TONAL E% April 19, 2022 Revision: I Scale: V = 10' Sheet No.: C500 Scale: 1" = 10' copyright © 2022 by Woolley Engineering 5of7 2' CONCRETE CURBING —\ ASPHALT PAVEMENT 0 CO PRE-TREATMENT CELL SIDE SLOPE 1:1 SIDE SLOPES FILTER FABRIC #57 AGGREGATE (OFF-WHITE COLOR) TYPICAL GRAVEL DIAPHRAGM DETAIL N.T.S. Z 0FZ Q Z p w w w� � J O— m0 �0 w L w Q F p L0 NON -WOVEN GEOTEXTILE FABRIC WITH A FLOW RATE OF > 110 GAL/MIN/SQ FT (GEOTEX 351 OR EQUIVALENT) TYPICAL BIOFILTER CROSS-SECTION N.T.S. Q PED 15" CMP INV-708.5' LEGEND: CO = CLEAN OUT CONIC = CONCRETE CSW = CONCRETE SIDEWALK DI = DROP INLET ELEV = ELEVATION EX = EXISTING FIFE = FINISHED FLOOR ELEVATION HDPE = HIGH —DENSITY POLYETHYLENE INV = INVERT LP = LIGHT POLE PVC = POLYVINYL CHLORIDE SD = STORM DRAIN TYP = TYPICAL YD = YARD DRAIN SIDE SLOPE EXCAVATION NEED NOT BE VERTICAL 6" SCHEDULE 40 PVC PERFORATED UNDERDRAIN PIPE NOTE: SCH 40 PVC PIPE PREFORATIONS SHALL BE 3/8" PERFORATIONS AT 6" O.C. BIOFILTER DRAINAGE AREA (TYP) APPROXIMATE LIMITS OF DISTURBANCE TMP 56A2-01-15 TABOR PRESBYTERIAN CHURCH DB 3406 PG 212 UGE OO WM ` \ TA86� STR� 601, SYMBOLS AND LINTEYPE KEY: + 4XX.XX = EXISTING ELEVATION (TO REMAIN) + 4XX.XX = PROPOSED ELEVATION --- 10- = DIRECTIONAL FLOW ARROW o = PROPOSED STORM PIPE O= PROPOSED STORM STRUCTURE BIOFILTER - LEVEL 2 CONTRIBUTING DRAINAGE AREA (ACRES) 0.28 SIZING (FT'): DESIGN SURFACE AREA 449 STORAGE DEPTH (a. A: MEDIA DEPTH 3 B: GRAVEL DEPTH 1 C: SURFACE PONDING 1 EQUIVALENT TOTAL DESIGN STORAGE DEPTH 2.15 ELEVATIONS IFT1: SOIL MEDIA - TOP 714 SOIL MEDIA - BOTTOM 711 GRAVEL LAYER - TOP 711 GRAVEL LAYER - BOTTOM 710 TARGET REQUIRED TREATMENT VOLUME Tv (I'V) 763 GRAVEL DRIVE 1 SSMH F UP 0 L6 CO W O�Z i 1 I IF �_�_ I� 79.4" X-O��X 185. 51, II � Ix X % II x Ix O /1 1 I STONE 1 WALK 1 O 11 O DECK a J 4 4 4 Q. 1 X / X 4. 4 a PATIO 4 1 4 4 4 4. 4 a 4 I - ft 1 ► _ FFE— / #5 7 I a 6 �2 FFE- �_� �-�_2 1 � J1�1 ft_ft./ L 1 FIFE CRAWL TABORMST56A2-07_ Dg 554, SCHOCL 0.80 AC 360 LLC N ;76"04 ,05 „ / 1 TMP 56A2-01-16A I THE SQUARE LLC 1 DB 4708 PG 37 1 I 1 1 I 1 IF 0.46' SE ' OF CORNER 1 X � x ' / 0,UGr UGE gFE/ -- X I \ Rol ELECTRIC ESMT. _ — ftftft 30n } f DB 1364 PG 7397\ •••• ��� `` ilillilill I •• • _ I — a�n i •. JOn IF IF \ ` 3Un`=�``\1 — Jan UG U(3 _SHaft ED FFE- �.1 1 • GRAVEL �1 �1 DRIVE I N 1 O — CO / GRAVEL DRIVE _ �L1- �� 31 a 0 rnl o� � O 60I 1 I I� 1 I I 'I 1 I 1 I 1 1 ' I � 1 I on ■i II II��I��II Biofilter Maintenance and Inspection Schedule: 1. The biofilter side slopes, and embankment, shall be mowed at least twl 15" C a year. Bare areas shall be reseeded and woody growth removed.•2' 2. Debris and trash shall be removed at least once every two months and at times when accumulation prevents the structure from properly functioning. 3. Sedimentation deposition shall be continually monitored in the forebay and the basin. Any accumulation of sediment shall be removed. Disposal of sediment shall comply with Virginia Department of Health and State Regulations. 4. Inspections of the basin shall occur at least once a year for the following items: Visual Settlement, Cracking, Misalignment, Erosion, Adequate Groundcover, Trees or Shrubs, Rodent Holes, Seepage, Debris, Undercutting, Scour, and General Functionality. Any problems shall be repaired immediately. UGE ' UGE UGE 1 � 1 _J 1 IF _ INV-709.5' 3 3Jn 9n 15" CMP BURIED GRAVEL DIAPHRAGM 114 SF PRE-TREATMENT CELL @ 1DEPTH 449 SF LEVEL 2 BIOFILTER WITH UNDERDRAIN (SEE L1.0 FOR PLANTINGS) E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Tabor Street School LLC 1870 Beaver Creek Mountain Rd. Crozet, Virginia 22932 INITIAL SITE PLAN J 0 O 'U^ v J Z W O LLJ U _J QC U� LLJ co 1j (.0000) LL 0 LU _ OD O � U W W STORM WATER MANAGEMENT PLAN Job Number: 21070 TH OF "4� ERIC W. WOOLLEY 9 LIC. NO. 37088 G TONAL E% Date: April 19, 2022 Revision: Scale: V 10' Sheet No.: C600 copyright @ 2022 by Woolley Engineering Scale: 1" = 10' 6of7 i 1 I IFS— I� �-= S 79 -1(— X 185.5 j, CO TMP 56A2-01-16A THE SQUARE LLC DB 4708 PG 37 1 1 I 1 1 I 1 w 1 1 MAP AR E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Tabor Street School LLC 1870 Beaver Creek Mountain Rd. Crozet, Virginia 22932 INITIAL SITE PLAN I O O U v J Z W ry > 0LLJ U CL Q w In m LL w o III O o U W W I F— F— I LANDSCAPE PLAN Job Number: 21070 r�OV 11 OF yr r ERIC W. WOOLLEY 9 LIC. NO. 37088 Date: G TONAL E% April 19, 2022 Revision: I Scale: 1"= 10' Sheet No.: L 1.0 copyright © 2022 by Woolley Engineering Scale: 1" = 10' 7of7