Loading...
HomeMy WebLinkAboutSDP201900081 Plan - Approved Minor Amendment 2020-10-28TANDEM FRIENDS SCHOOL lWooLLEY ENGINEERINGG AMENDMENT Consulting Civil Engineers MINOR S1TE PLAN SDP20 T 90008 7 210 ill Street NE ni Charlottesville • Virginia 22902 (434) 973=0045 MINOR AMENDMENT TO SDP 19980008 7 www.Woo.Uey-Eng.com ALBEMARLE COUNTY, VIRGINIA Owner: d Sc SCTTS VILLE /VIA GISTERIAL DISTRICT 279 Tan dem Laneol E? Charlottesville, Virginia Xt :., e, V i g 22902 :.. , »: P: (434) 296-1303 1. Owner/Developer: Tandem Friends School 279 Tandem Lane Charlottesville, VA 22901 434.296.1303 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Train Architects 612 Jefferson Street Charlottesville, VA 22902 434.293.2965 4. Parcel Information: TMP 91-2A, n/f The Tandem School (24.508 acres) Magisterial District: Scottsville Current Use: Private School Deed Book 1623, Page 649 Steep Slopes: Managed Steep Slopes New SWM easement created with this site plan: DB 05384 PG 0113-0121, Instrument # 202000012286 5. Existing Zoning: R1 Residential Special Use Permits: SP199600006, SP199600025, SP199600049 SP199700053,SP200800065,SP201300019,SP201500021,SP201900007 Zoning Overlay Districts: Entrance Corridor, Airport Impact Area, and Steep Slopes- Managed. 6. R1 Zoning Setbacks: Front Minimum: Closest setback of an existing main building within 500 ft. in each direction along the same side of the street fronted (Mill Creek Drive). Front Maximum: None Side Minimum: 10 ft. Side Maximum: None Rear Minimum: 20 ft. Rear Maximum: None 7. Planned Land Use: Addition of a new outdoor pavilion building. (3267 sq. ft. = 0.31 of site) 8. Proposed Building Statistics: Proposed Use: Outdoor Pavilion Number of Floors: 1 Gross Building Square Footage: 3267 sq. ft. Proposed Ridgeline Height: 27.5 ft. Appurtenance Cupala Height: 34 ff. Maximum Building Height: 35 feet Maximum Proposed Impervious Area: 4,919 sq. ft. 9. Adjacent Properties: TMP 91-2C (1), n/f The Nameless One LLC C/O Aaron Van Duyne III Deed Book 3977, p 664;R1 Current Use: Vacant Residential Land TMP 91-8, n/f Tandem Friends School Deed Book 4612, p 158; R1 Current Use: Single Family TMP 91-10, n/f County of Albemarle C/O Finance Admin. Rm. 149 Deed Book 1979, p 044; R1 Current Use: Single Family TMP 91-11, n/f County of Albemarle C/O Finance Admin. Rm. 149 Deed Book 1979, p 044; R1 Current Use: Single Family TMP 91-2E, n/f County of Albemarle C/O Finance Admin. Rm. 149 R15 Current Use: Fire Station (Staff) TMP 91-2, n/f County School Board of Albemarle Deed Book 1740, p 559; R15 Current Use: High School (Entire) 10. Datum and Benchmark Reference A. Topographic and physical data based on surveys by: Dominion Engineering. Physical Topographic survey of a portion of Tandem Friends School dated April 21, 2016. B. Kirk Hughes and Associates completed select physical and boundary improvements composite of topographic and physical data from Dominion Engineering. Please see sheet C2.0. C. The topography and existing site conditions were verified by Woolley Engineering on February 20, 2020. 11. 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 (horizontal: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. Retaining walls greater than 3 feet in height require a separate building permit. Walls exceeding 4 feet in height require a stamped engineered design also. Walls require inspections as outlined in the USBC. L. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one-half footcandle. 12. General 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 Service Authority officials at the start of the work. (2) The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary. (3) All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. (4) Datum for all elevations shown in National Geodetic Survey. (5) The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). (6) All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. (7) All water and sewer appurtenances are to be located outside of roadside ditches. (8) Valves on dead-end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. (9) ALL water lines, sewer lines, and fire lines from the main to the structure MUST have a visual inspection performed by the building department. (10) All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. (11) The ACSA should be contacted 3 days prior before water/sewer connections are made on ACSA utilties to schedule and inspector. 13. Stormwater Management A. Stormwater quality and quanity for the new pavilion will be treated by a bioretention level one with a level spreader to convert flows to sheetflow. A small portion of the site along the propoed access drive will pass through a gravel diaphragm which will convert these flows to sheetflow. B. This site is located in the Moores Creek Watershed. 14. Parking The addition of the new pavillion building will not alter the number of employees or students on the subject property. This plan does not propose any changes to the existing parking for this reason. Existing parking: 116 spaces counted 15. Site Lighting: There is no site lighting proposed for this amendment. SIGNATURE PANEL Co.` Dept. of"Co'rrimunity Development - Planning Division Co. Dept. of Community Development - Engineering Division Co. Dept. of Community Development - ARB Albem,'arle County Division of Fire and Rescue Alber Carle County Building Inspections Alber jarle County Service Authority Virgi6icyDepartment of Transportation : 'lx Date Date Date Date Date Date Date � jyy submittathe l iYPe .. _A and ,,,fo je6 rtment VICINITY MAP 4V C11% o� �o t SITE SCQ.�SVIf-L� R Abe s� SCALE. 1 " = 1000' SHEET INDEX EM C 1.0 Cover • C1.1 Site Development Exhibit • C2.0 Existing Conditions Exhibit IM C2.1 Existing, Conditions Exhibit Cont. EM C3.0 Demolition Plan EM C4.0 Layout Plan 111 C5.0 Site Plan ❑ C6.0 Stormwater Management Plan IM C6.1 Utility Profiles 12 C7.0 General Details L1.0 Landscape Plan ❑ ES 1.0 Erosion and Sediment Control Narrative ❑ ES2.0 Erosion and Sediment Control Plan ❑ ES3.0 Erosion and Sediment Control Details IM Filled Box Indicates Drawing Included in Set MINOR SITE PLAN AMENDMENT J 0 C:Q O � Z U�; (� W J Q Q Z � W w a m � o_ Q � Q) LL W o z Z � ul 0 Q COVER SHEET Job Number: 19090 LRIG` ir. YOM" � LIC. 37088 I C NAIL Date: December 30, 2019 Revision: i-eeruary 1i, zu1u April 17, 2020 June 24, 2020 July 28, 2020 August 17, 2020 September 17, 2020 Scale: As Noted Sheet No.: C1 • 1 of 14 copyright © 2020 by Woolley Engineering MUMM MMOM mmu JTj t1':S0LU'1lON `I'0 API.1 rOVY SP 201900007'`I'AN IE, N 1iR14 NUS SCH001, l'AVLLION NOW, Ii.: IT SO.GVEN) that, upon consideration of the staff report prepared for SP 201900007 and all of its attachments, the information presented at the public hearing, ally written conxrnents received, and, the factors relevant to a special use permit in Albemarle Cotuity Code §,§ 18-13 2.2 5) and;18-33.110, the Albemarle County .board of Supervisors hereby approves SP 201900007,-subject to the Qonditions attached hereto. 1, Claudette K.:Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as wcorded below, at a inmthig held on April 15. 2020 Clerk, B►d oP tttlty Soper riSO Aye "a Mr. Gallaway Y—__ Ms. LaPiste-Kirttey Y Ms.. Mallelk Y Ms. McKee] Y Ms. Pali}tea Y Ms. Price Y Sl' 201900007 Tandem FrieudS School Pavilion Speciall 'Use Per nrlt Cottditlons I . The development of the use shall be in general accord with the concept lilait entitled "Ttiandem Friends School Outdoor Pavilion," prepared by'rrain .Architects, dated 24 March 2020, as determined by the Director of Planning and the Zoning AcIrninistrafor. To be in general accord with, the specified plait, development and use shall reflect the fultowing major cleinents its shown on the Plan: a. Building orientation b. Building size (including height) G. Location of buildings d. Limits of disturbance e. Parking tot layout and landscaping Mincer tuodifdcations to the, plan which do not confliet with the elements above may be merle to ertsute c;otnplialtee With f is Lotting Ordinance; 2. Additional buildings may be authorized only by a new special use perrnit 3. `l"olal school enroliment may not exceed two -hundred fifty (250) students; and. it. Ainplified sound Irons the pavilion will be subject to rnaximuni. sound level regulations as provided in County Code § 18-4.18_04.. Aniplifted sotind is prohibited beghiriiug Sunday thrutigh Thursday nights at 10:00 p,nt. through 7:00 a.m. tite fallowing inorning, acid beg nning Friday and Saturday nights at 11:00 pm. through 7:00 a.m. the fallowing, inortiirrg. �Utrarnplifted sound will not be subject to the inaximili n sound level regulations, as provided in County Code § '18-4,18.05(N). SPECIAL. USE PERMIT INFORMATION I" � I cb avow i Aa "00 .w�■ 00000 l l 1 1 l l 1 � % 1 l .err° Low. 1 k000' r I� OF Site Development Plan Narrative: 1. SDP199600009 - Community Hall Preliminary Site Plan 2. SDP 199600118 - Tandem Gym Preliminary Site Plan 3. SDP199700084 - Tandem Friends School Minor Amendment - Withdrawn 4. SDP199700085 - Tandem Friends School Final Site Plan 5. SDP199700129/ SDP199800081 - Math/Science Building Site Plan 6. SDP199800119 - Tandem Friends School Minor Amendment - Sports field, access and parking for school 7. SDP 199900058 - Tandem Friends School Minor Amendment - Classroom 8. SDP200900056 - Tandem Friends School Minor Amendment - Classroom trailer 9. SDP201900081 - Tandem Friends School Minor Amendment - Outdoor Pavilion TANDEM LANE (PRIVATE ROAD) LU 0 W w W J J �j 40' 0 40' 80' 120 FEET SCALE: 1 ° = 40' THIS EXHIBIT IS FOR INFORMATION PURPOSES ONLY_ Woo= ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www.WooJley-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT SITE DEVELOPMENT EXHIBIT Job Number: 19090 19OPF,j MUG Y. 1►OOLLBY MC. NO . 3708 &,,�� 7-20 4r7 I O N12AL S�� Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 July 28, 2020 August 17, 2020 Scale: 1"=40' Sheet No.: 1.1 2 of 14 copyright 0 2020 by Woolley Engineering imnnu� SIGHT DISTANCE t EASEMENT DB 1590 PG r 434.E ACSA W NTER VARIABLE WIDTHEAS t)B 3433 PG 261 PERM PENT�,�� EASEMENT t f DB 1590 PG 434 _ 1 1TP r-� WoOLLEY ENGINEERING UH H Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www.WooJley-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia NPS 22902 P: (434) 296-1303 SSMH G SDG : ;. S • U) eS HF SIGN 111r TAM C NQ DNECTO IDWMM L1 N 5924V w 1101' TANDEM LANE PRIVATE ROAD 9M 40' 0 40' 80' 120 FEET SCALE: 1 " = 40' MINOR SITE PLAN AMENDMENT J 0 O � Q Q) Z Q � � Z`t� � w w a m fw4va � Q) 0 W o z Z � � <C ExisriNG CONDITIONS EXHIBIT Job Number: 19090 Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 July 28, 2020 August 17, 2020 Scale: 1"=40' Sheet No.: C290 ��k)30 3 of 14 copyright 0 2020 by Woolley Engineering queet jaf I ucet -,Vaucet B IRD HOUSE-7 VARIABLE Y SSMH H BIRD HOUSEO �AaTH -a 0-0 _DBAT HOUSE PERMANENT 10 SIGHT DISTANCE EASEMENT 52,23 Do 159.0, PC 434 15" HOPE ACSA WATER 15 HDPE VARIAPLE WIDTH 0 EASEMENT RMANENT--_ B 3433 PC 2ol , LOPE 'T (TYP.) EASEMMT --7 IJAP-b- 0 0 PE - O--M 0-5 o o o o o o o 0 0TYU, 0- MAP 5 w 09 1590 po, '434 a c) o 0 "DRIVE 540— (D 0 p s % < 0 C Al 42,01 TA:-G I " -11 \ LCEDAR—' �-7 442.26 UL AN APP OAMATE�-D- CEDAR 2 LI) 101,7' 1 -HDPL,. % 24 QEDAR WATERLINE IR Z4 OP OP D .4 HUPE,,. - 9 Ss ui cm D 24� N -ml -,UJI NIK FH MARKS LOCATED , - -N � ow FK 11-- /1, - . - "' - N L - CEDAR 09' CEDAR 30- RAP 14 U1 METAL, Gym 0 I:TT 10 --, " -b % ,, - , v fir., /-,4 07 TR 0 -2 a 42.,61 OAK 6 7 IQ SSMH G IR 40 OTR 6 543.1 lkk� IF FE 643.1 WA 40OAK 24 FIFE FFE 4 -,OPOP 18 TR 6 --i-, I BtRP HOUSE 8,90 1 1 4, - -.- - 1� 0 - LD, HOUSE ()�EIL OAK 36 TR K FIE qx0 , l4I OA L '�42.86 7 Iwo X42 90 OAK OAK 8 % \ � 1 2 M TR 2 01 y--y- 540 .3 APPROXIMATE POP 66 SIGN No MARKS,-, OAK, 10 �GCAfED ld-GWA? 36 550 POP 01.3 --540.. -,Lp � � V) R Eq u FRAME SHED Lp POP 10 k��)popl 8- opoll -0 N (:)IR -4.0 0 (D 4 LID 7*1 P ,�)ipop I OAK 10 - -�+Op 155 `-POP 15 0 BIRD HOU 0 s ]RAILER 1 24U' 'o 0 / 'TR 3 L 011N 5' �,y P 0 -FqSf �fyp.) ME L E- SUR TR 5 FACE A V4 WLK rAo -, I _0 TR EA PT 40 -v A DR 1'6 PG, 74 QBL 4 ME sill KING LO 3 u T 'E47.70 AVE *54. 6- PS x q1RAALj,,,- 't\,EXjSTjN- 0%Iv- MR, OWRHEAD LINE �E IENT 24 �A&$ I If( I EM I FRAME SHED ACS R-- 01D 50.90 TR 4- tiii 2 22b DO -?R fR JR SIGN V1 f-00 $02 -k54.2 \"TR 40 0'77 261 (DIP ff? I R 4' 4p VP $[ON k,�) 18r �v I Al I MAG 48 JR SIGN \ APP OXIMATE *LP "I f R, TR 18 0 it' 549A #365 49 20V TR 3 (4 NITARY 'P SIGN 0 Flr-r 5 SEWER TR 48 4 NEI Dva\E 3 kPINIC 1511 4. T., - 11NO MISS"UIILITY - 5,- "1 FIFE PORCH v, F R 24 SIGN PAVED j I I 7—, ?� DRIVE it I MARKS LO�AIED IFFE 0. LP 1p* *LP, 029.5 TR 3 t 1PON rN 5553 r (DW�/12 TE 0�",- t 4 2.5 �jjul%l w APPROXIM ROP POP j3p�bttAtvIi <,> R 't - N-,POP 4 -W$- - 'w, YRGIWASLE�Tfifc ,)Pop a 1.11 , I 1,i 'D i- OWER COMPANY �A��MERT *LP 15 POP 3c) rur o 'T� P 165Q r t t I BAT E)POP 16 *LP oil - HOUSE IFFE STONE 0 5 j-,-j I WALL N',\ 44X3 !?j r, I C. 5 IR 8 ()BR TR 9.8 P-1 PINE 6 FFE SSMH F F�E BIRD flOb 549.1 48, 7 APID I I , �41812 - - - - - - - - FFE 45.04 CQXL.J, - - -, �-AiETAL, f �P.PEWXJMATE-16A wm:;�- wo 549,.2 V) ORA 5518 FIFE FIFE -j p PO�ER, COMPANY EASEMENT �WOOD PAVE9 / � DO �811 PG 604 537.2, t 1 1) BAS�EjbALL 540.5 Al 74. FfE NPS, BENCHES 4 --sr TE f - -- - - - - COURT 12" Cmp EL ul LEN it YR Wfjq SHEDS 7 541.0' PL t-- -r - J, 3,57 43.56 4212 4-4.69 I u 540- SSMH 7�� f I J90ET. i, VAI I "- - CHAIN, UNK 1 540 TR 20"�--, TF? 1 -5 R 10 TR I v Ow 'R .5 TR Ile cmp If, 22 YL) t I -2-0-- At I LAOTFIR f I R 2 QM 0 �x ------ TR %,AK 30 SIGN HICKEN FISH T tow cp 13RD HOUSE qP ffE IR-RAP OAK 119, 530 rcy-, / t 1 N FFE -530— P- MAIRU T-EfHERa LL Co 30 5�D--rn AK J C3 -WU1 SE- BIRD WU H 520 p FH -S5MH -5X -515.3 . ............. DP ACSA SANI rA Ry -Y v ez - - - - - - - - - - - - TELEPHOINI� 'ASEMENT Ve EA5 EMENT"- WOODIJNE (�yp,) fk PC 261 DB 1519� 'PC 7 18'-',HDPE �` - , M, -VSD H EASEMENT SICN c-> D8 1595 PC $76, rmp 91 -201 IXAMELE 3S ONE LLC, DB 3977 P6 '6' 6 4 ZONED R- I SANITARY SEWER ELEVATION KEY SSMH A C TOP=545,o,g' TOP=538.63' 8" PVC INV OUT=53T64" I' PVC INV IN=5�L131` 8" PVC INY OUT=531.05 SSMH 8, TOP=539.23' S$MH D 8" PVC INV IN-�-534.13' TOP-520,30' T PVC OUT=534.00' 8' PVC INV IN=51,5,,,6O' 8" PVC INV OU'r=51,5.55' SSMH E 'SSIVH G TOP;-- 519. 22' TOP=516,1,'2' 81, PVC INV IN=,513.47' 8" PVC INV IN=5101.85t 8" PVC, INV OUT=513-34' 8" PVC INV OUT=506-75 F SSMH H TOP=518.,23' TOP;=;51'O.J8' - 8" PVC INV !N=512,33' W PVC INV IN=053,31' 8"' PVC INV OUT=512.13' 8" PVC INV our=505,14' WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE AtI ENCUMBRANCES. ON FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF- THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE DARY SURVEY WAS PREFORMED WITHL THIS SURVEY. PROPERTY I IN'PS q�P'nwqij wrormp"I , pro 01 AT k'T n SEWARD FRO r M AN ACTUAL GROUND 3. THE AREA SHOW N HEREON. IS,LOQATED IN ZONE 'T AREA DETERMINED TO BE.OUTSIDE THE 0. ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA ,SURVEY MADE UNDER MY SUPEOVISION; MAP NO 51003t0426D. THIS DETERMINATION'HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN' PERFORMED AS A PORTION OF THAT IMAGERY AND/OR ORIGINAL DATA THIS PROJECT. WAS OBT . AINED ON 04-21-16,' AND 4. VER TICAL DATUM: NAVD88 THAT THIS PLAT, MAP, OR DIGITAL 6. PROPERTY I,S ZONED R-1 GEOSPATIAL DATA INCLUDING METNATA 6. PROPERTY IS LOCATED IN MOORES CREEK WATERSHED MEETS TH I E MI . NIMUM ACCURACY 7, C,I)INTOOR 'INTERVAL- 2 FOOT STANDARDS UNLESS OTHERMSE NOTED. 8. OMER OF RECO.RD:TAX1 MAP 91, PARCEL 2A, TM,I)EM SCHOOL, DEI 1623 PG. 649 9. MISS UTILITY TICKET NUMBER: #0�986 B6069018,04-OOB --------- - -- - 5V RIGHT 01 WAY TO STAt RQUIE 20 8 PC 109(PLAT) NOTES: I. THIS PLAT HAS BEE THIS TOPOGRAPHIC SURVEY WAS THE PROPERTY SHC COMPLETED UNDER THE DIRECT AND 2. THIS PLAT HAS BEE RFSPONDSIBLE CHARGE OF . W.D TIME OF THIS SURY .TANDEM LANE PRI YA TO )?OAD R2 q) — — 21, 0) 0) Mo. W.D. SEWARD Lic No. 1934 e 04-!��11-16 $ 4A- , i 6,1 II ........... ........... ........... ........ It. . ':-�,,l irlll�L. trilq1t, (") OHE OVERHEAD ELECTRIC TP T EL 7,' p4 EPHONE PEDESTAL TV TVPEDESTAL c) -Z:4 UP UTIUTY POLE C), sw SIDE WALK p, c/) W $PMH STORM b'RAIN MANHOLE (D SDG, STORM DRAIN GRATE SS,MH SANITARY'SEWE MANHOLE VP VISITOR PARKING HCP HANDI CAP NON NPS NO PARKING SIGN NTS' N.0 TRESPA SSIN . G SIGN YS YIELD SIGN ILU FH FIRE HYDRANT uj X WM WATER METER co WVT WATER VAULT' WW WINDOW WELL OR BIKE RACK DOM. PROJECT NO:, 16,0038 CM CREPE MYRTLE POP POPLAR INDEX TITLE: , Tk TREE A ow DOGWOOD ,MAP MAPLE YD, YARD DRAIN �Qjcv 0 `WPF WOOD PRIVACY FENCE WWF WOVEN WIRE FENCE SHEET. NO: BWF BARBED WRE FENCE I OF 1 n WOOD WALL BW BRICK WALL FP FLAG POLE DATE, APRIL21,2016 copyright 0 2020 by Woolley Engineering copyright 0 2020 by Woolley Engineering WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www.Woo]Jey-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 99902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT SITE PLAN Job Number: 19090 in OP Ewc T. TOM"�.�./ LIC. NO. 3708&_ k8-17-2020 A? jCNAL Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 July 28, 2020 August 17, 2020 Scale: 1"=20' Sheet No.: C5*0 7 of 14 copyright 0 2020 by Woolley Engineering F I` 0 m w Pipe Fitting (typ.) 545 545 Pipe 4-4'of6" M ,� M ' „� va LoC� 540 PVC @ 11.26% moo; N o N N ^ Co ^ � 540 -, �- N N Pipe 3 - 11' of 6" NN N N LO N Oil w11 Oil N II II W11 w� wQ PVC @ 5.93% w11 U } w mn �cn mv, �cn a0 N CD cr1 � - :�:cn f- X�, - 6 535 Pipe 2 - 3' of 6" r,- P1pe @ 4.650/- 535 PVC @ 11.65% r' Pipe 5 -5u 2 W. / PVC @ 5 cn 1co� a 530 ' 530 rr' i - as MmLOLO u u •01. � U? 1 i 00 0 o ci oLO LO II II �10 QID No QQEL M,M a o"'. o ,,�' ~,o ° n n N 0 0 Q Q 525 Q cn °` r° b,FJCi. cN w QQ Q-0- 525 p > II �' 1 N w Q�pe Qb= Pipe 7 - 3' of 6" rrr 11 r- 11 r / r PVC @ 3.23% w v, i2 C� s � 520 e -' - ' ' 520 .o 515 j 0 515 3 a>r O O U co 'O co cn a a 0 :o 0 + N0 CO N 0 N 510 �° II n II Q II ° 510 20+00 21+00 22+00 Sanitary Sewer Profile Storm Profiles 545 545 o EXISTING GRADE (TYP.) oQ� o�. ao w �6 a 0, .o a o�j V ,6 •o ,d ,o i� + LO � o a a 540 Co M an °O "' "' Ln a0 a "' M c.yLb cy ch A PROPOSED "' -q ch '� -T `n GRADE (TYP.) LO N co 0 CO "' � ar Pipe �u o-cr)u r-u 10 �u 1hu LO 1011 a ^'u S40 PVC @4.80% Q N N NN N N N II w w 11 w w II w w II w❑ II w❑ II w O �- - II w w 00 w if A IR m to � CC i2 • - `� � � ❑ ❑ i Pipe 9-3'of6' (*) Qom, ' -Z, _ } } �'� pipe 1- 30' o 535 PVC @ 10.63%T o II ��• -- - N � r 6"PVC @ 2.09% 535 S> @ 4 ��° "' r r' 4 93�! % ' --- o _ 3' of 6„ PVC 5 G @ `f ,M N w a Pipe 1 - -- b` PV LO � r, 00 -•' , o� 530 w; i211 O e 1 11 LO� a 530 ,-''" _ e�� _ e r . - SS oo "'"' Qa ILa a ---- ------ w a6,o�g"PV 5.12°l° l .. �'�--'' gS0 - as - o:o: oo c�c� Pipe LO LO p ao ryry Mm 11 NN LO LO c-)c*� 88 mce) Q;� Pipe 15-22 of LO LO a- Pipe u 1 �o 17- 18 of Pipe$- _- . • NNN LO ,o NN ,n II II PVC@15.65% o r- MM 11 II m NNN .p �� �� LO 6 PVC @ 4.45% ,n „p 6 PV a @ 2.05% Q 525 - 11 11 ao o, II �t °` o N N N II r- cv N N II II r a- � o N nn 525 0 Q0 da Pipe 13 - 12' of 6" Q Q i:a 40 �� as �iE fL PVC @5.25% �a �aa 520 'o > ° 520 C - C a M 0 515 L 00 a 515 ,; M Q) 3 vi � � C7 06 If o� a N �p o. } o. a v� c�1 LO rN. N O} N 0 O N N O NO '+ U ° Q 2 U -0 U + II CL o510 11 0 11 510 23+00 24+00 25+00 26+00 540 % EXISTING COMMUNITY 540 HALL BUILDING PROPOSED GRADE (TY 535 'r 535 r r , r ✓r rr rr rr 530 530 E) ISTING GRADE (TYP rr-°rr rr r 525 e' �� e �G@126�° 525 r r e r' 1tj rr r 520 d �'' 520 515 515 APPROX. ELEVATION ' 0 } CONTRACTOR TO FIELD VERIFY o - 2 u a c U v 0 _ a U Slo 2-o N _� ,` _ 0 0 sla °+ �+ �a �+ o N+ �+ ca o �+ _ v+ �_ N� In +-+ �� 0 + Scale: II p 4- 1v II Q) m 11 a 11 r _ 11 0 If 0 II 0 11 c 11 Vert: 1" = 5' 505 N° `0a 4- �� a r- ° LO ��IV) a Ca a +- as +- +- Ca 4- oa L a +- b a -P Horiz:l"=20' �� �� U W� V W �� 505 10+00 11+00 12+00 Length (ft) O W Length (ft) Sanitary Sewer Profile 0 U a 540 °' 540 PROPOSED GRADE m FFE = 537.31 535 r,---' 535 r Jul Jfr .r' XISTING GRADE 530 530 1�`° @ G 525 3 - °` 525 520 520 515 0 515 N o c C >✓ U 510 Eno ° 510 0 2 a 0 0O + 4- M 3 - a t\ N U Scale: c u E 11 Q Vert: 1" = 5' 505 ` Horiz: 1 " = 20' say 13+00 14+00 15+00 Length (ft) Storm Schedule Str. # Str. Type Rim Invert In Inv. Out Downstream Pipe 1 ES-1 519.50 - 519.00 6" Outfall 2 450 BEND - 529.90 529.90 109' - 6" PVC 3 WYE - 530.10 530.10 T- 6" PVC 4 450 BEND - 530.70 530.70 1 V- 6" PVC 5 WYE - 531.00 531.00 4'- 6" PVC 6 WYE - 532.50 532.50 30' - 6" PVC 7A 450 BEND - 534.00 534.00 33' - 6" PVC 7B 450 BEND - - 534.05 T- 6" PVC 8 ES-1 524.67 - 524.00 8" Outfall 9 18" JUNCTION 536.90 529.00 529.00 86' - 8" PVC - - 529.00 - From Str 15 10 WYE - 529.10 529.10 3'- 8" PVC 11 WYE - 530.00 530.00 19' - 8" PVC 12 WYE - 532.20 532.20 53' - 6" PVC 13 450 BEND - 532.50 532.50 2'- 6" PVC 14 450 BEND - - 533.00 12' - 6" PVC 15 8" YD GRATE 536.96 533.50 533.50 46' - 6" PVC 16 8" YD GRATE 537.18 534.50 534.50 22' - 6" PVC 17 8" YD GRATE 536.95 535.10 535.10 30' - 6" PVC 18 8" YD GRATE 536.95 - 535.45 18'- 6" PVC Note: All bends and Wyes in the list above and in the storm profiles are fittings that are to be sized to match the connecting pipes. WoouLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville . Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT J 0 O � Q Q) Z ULU Q Z � W w � m � n`_Q U. Q) 0 W z Z � 0 Q UTILITY PROFILES Job Number: 19090 V of y L Sfi1C T. 700LLts',Y��` L1C. NO. 3708B �0 8-17-2020 4'41>V ZONAL ST��ti Date: April 17, 2020 Revision: June 24, 2020 July 28, 2020 August 17, 2020 Scale: As Noted Sheet No.: C6* I M �R 101jg1,04 9 of 14 copyright @ 2020 by Woolley Engineering SEWER SERVICE LATERAL QQNNECTIQN NOTES: LANDSCAPED UNDER * THOUROUGLY AREAS HARDSCAPE COMPACTED BY BACKFILL SHALL COMPLY WITH LANDSCAPE PLAN & SPECIFICATIONS CLASS I BACKFILL IN ACCORDANCE WITH SECTION 302 OF THE VDOT ROAD & BRIDGE D +12" SPECIFICATIONS NOTES: 1. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF CRUSHED STONE. 2. FOR COMPACTION OVER PIPE TRENCH USE APPROVED HAND OPERATED MECHANICAL TAMPER. HAND OR APPROVED MECHANICAL TAMPER r5VDOj^a T21 A CRUSHED GRAVEL, COMPACTED TO 95% MAXIMUM DENSITY - INITIAL BACKFILL (6" LIFTS) ��---- SPRING LINE OF PIPE - HAUNCHING - BEDDING STONE (4" MIN.- 6" MAX.) DUST - FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE.) STORM DRAINAGE PIPE BEDDING & BACKFILL N.T.S. THREADED PLUG CLEANOUT ADAPTOR FINISHED GRADE ADJUSTABLE VALVE BOX ---- VDOT NO.21 A STONE REDUCER (IF NECESSARY) WYE "Y" TEE -\ /_ BRASS CAP 3" 6" 4' PVC PIPE STORM DRAINAGE CLEAN -OUT DETAIL (TYP.) N.T.S. 5" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WIDTH VARIES, SEE PLAN WWF 6X6 - FW2.9 X W2.9 LIGHT BROOM FINISH GRADE FINISH %4":1' SLOPE -III-- .. �� ��• � � ,o•511 ,` '-• - I b11 6" COMPACTED AGGREGATE 1, 3/8" EXPANSION JOINT BASE - VDOT #21-A 2. SAW CUT CONTROL JOINTS, MAX & O.C. COMPACTED SUBGRADE EXPANSION JOINTS, MAX 30' O.C. 3. WHERE SIDEWALK MEETS CURB WIDTH CBR = 10 SHALL BE & UNLESS OTHERWISE NOTED. 4. SCORING PATTERN SHALL MATCH EXISTING. 5. CONTRACTOR SHALL MATCH THE COLOR OF THE EXISTING SIDEWALK, SIDEWALK DETAIL N.T.S. 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED ,' THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPIF SHALL 8E AT LEAST 0.2' HIGHER THAN THE TOP (CRQ*) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL HE CQNNECTE^D USiNG A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", -� 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM! COVER Of 3 FEET. I MAiN LINE j & 2' MIN n SALT , TREATED FINISHED GROUND 2 x 4 MARKER It Tr1- q � NOTES: --------- - 1. SUB -BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. 2. TYPICAL. SEEDING OR HYDROSEEDING METHODS FOR GRASS GROWTH ARE ACCEPTABLE WITH TRUEGRID. A S, SOD CAN BE LAID ON SOIL FILLED GRID FOR IMMEDIATE GRASS (TYPICAL FOR FIRE LANES) 4. FOR HIGHER TRAFFIC INSTALLATIONS, RECESS SOIL LEVEL WiTHIN TRUEGRID AND SEED OR PRESS IN SOD SO THAT TOP OF GRID IS AT SOIL LEVEL, 5. GEOGRID MESH OR GEOFABRIC MAY BE REQUIRED BETWEEN SUBGRADE & SUBBASE FOR CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS, 6. FILTER FABRIC MAY DE REQUIRED BETWEEN TRUEGRID AND SUB -BASE MATERIAL IF HIGH VOiD RATIO iN SUB -BASE MATERIAL. (EXAMPLE: UNIFORMLY GRADED ANGULAR STONE/ #57 OR SIMILAR). 7, TRUEGRID PRO LITE PRODUCTS ARE SUFFICIENTLY RATED FOR LOW TRAFFIC H-20IHS-20 LOADING. 9. NO STAKING TYPICALLY NECESSARY WITH TRUEGRID PRO LITE WHEN SLOPE 20 DEGREES, ASSESS PROJECT AS NEEDED. 9. TRUEGRID PRO LITE iS ADA COMPLIANT WITH PROPER FILL MATERIAL. SQUARE TAPERED POLYPROPYLENE CATCH CONTRACTOR SHALL INSTALL g- WEEP HOLE BASIN PER MANUFACTURER'S IN EACH SPECIFICATIONS. CORNER YARD DRAINS N.T.S. 7 I a TRUEGR(,Q 9LQCK REFERENCE VIEW 10, FINAL ENGINEERED CROSS SECTION AGGREGATES AND DEPTH SHOULD ALLOW FOR EXPECTED INFILTRATION RATES, PREASSEMBLEO &DELIVERED STORAGE. CAPACITIES, OUTLET FLOW RATES, AND OTHER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS. IN 4' X 4' SHEET, RECONFIGURED B 11. THIS CROSS SECTION IS FOR INFORMATION ONLY. AS NEEDED. NO EXTRA TOOLING OR ACCESSORIES REQUIRED -SOIL RECESSED TRUEGRID PERMEABLE GRASS .S8g-SASE 118"-114" FROM PAVING SYSTEM (SEED OR SOD) '314" OR 1" CLEAN WASHED ANGULAR STONE ADJOINING FINISH GRADE TRUEGRID R DETENTION CONSIDERATIONS, "rOP OF GRID FOR SURFACE FLUSH OR SLIGHTLY RECESSED SEE DRAWING T - D - p E E �D G G OPTS FOR LING OPTIONS Hill I { - t S s�, SA� VEL BASE MIX GOMMCIN WITH RASE FILL APPLICATIONS ? 6.0" MIN 1 1 40% VOID SPACE FOR IDETENTiON IN ,GLEAN UNIFORM ANGULAR BASE STONE _ r: ih_,1•F Ld__.lif 7. , { i l:-dl ,.:_ ,.__if __ ;- .IIf�_✓_i,r_`.n__-- , x� __Mr;.k_.3._1._r.._tL(li, _" �I " f 1i,___I ��,11, ....t•El �l.._ .11.kl 3:.,,. _ .._".T1{..,l_kl:I..Ifi ,T1Iil�, f�,_s.t,.LT �3I_._, _.ll 1.I�#I _IiI _�.IF=I._lS_I r. _ . -tf_(1.l1� 1�. - _I_I. .�f,-. 1T._ s (l, L,_-.g, , �,-_ �-� I011a, ., -- ..,,., ., ,r. fF�rt / f ` j, � ..____. GEQORID ME H _n_�..._. Ili PREPARED �SUBGRADE IQR GEQFABRIC OPTION LOCATIO N: FCR PRICING OR ORDERING: CALL 1-$5 355-GRID (4743). IN STOCK. FACTORY DIRECT, i1 {:frfI! tIarIl, SEE NOTE #5r:,,I, IllfI ,1__ {i I CII,yFI Q� 1_._1L I.,t_,, .,{_ :. I, GRASS FILL - HEAVY LOAD 1-855 355 GRID 4743 CLIENTiPR E T APPLICATIQN EXAMPLES: ( ) OJ C ur src or>aEaansESFEcr�7�rr � iti.�i,�,L�E II'`k} rale+-�tscrosn.�earur�P�; APPROVAL M �E 1) DRIVEWAYS INFORMATION t rt,u RfFiG11 J.ASOR,G:tihIER BY ritFJ k9 i RV PAD I Troesu t: rp+njd�7 to thm .-: ..,..,:... .._.--..- OVERFLOW PARKING A� I vsntTr,€uHR€ts�r,v+alnattrareo � J,tE:4q � "ALA?t3 I TRUEGRID PRO LITE _,.._....................„.._...........,......a,.....,......,.............,�.........,-,.......,....._.».,..._..,..,..:..._e......_,-.,...»m,..........._.„....„„,„,.„,_.,.�...W_......,......,.«,.....,..�W.............,.»............,..»..�».�,.....,_....-.a....,... ..:..«-........... «.«_.......« ._....._.«....a - etE3�H' to{HIt.K:R aTk,EFF 4:SE9F IHE - i eEuc�av, we GRASS FILL 04 j 4{iIGINAL ISSUE JT JT Ct/J 4 9l312019 F�UAc�r� rFxaiwr�ur�c eYr _. LJ .'. h . . rHucanR I e.rteu HEAVY LOAD B REV': cwaval CNEf] cfl aaa'uvWED RAZE 1 - t T R�s�xt RUEGRIDPAVER.com COo �rrA�t�r��r' �. ; 0 ; 04 .. .. .. ... ., .,_ 1 ...__.._ .. > �8€:JtF. 3 FJC7lE L21 .. - #'L SHEEi ....-1QFt 4t3PRi9 _ TG LTE G .. ., __.._... ._ - ..., ,. R I 5 1 $ 7 $ GRASS PAVER DETAIL N.T.S. CONTRACTOR SHALL COMPACT EACH LAYER OF BACKFILL PRIOR TO INSTALLING EACH EXTENSION RISER SQUARE TAPERED POLYPROPYLENE CATCH BASIN W/ U.V. INHIBITORS. (DOT #57 GRAVEL BASE I" DEPTH COMPACTED SOIL SUBBASE r -- - A A APPROAMNIEFFE 6 3 w LOCATiCN CF 15' Vi ELECTRIC & POM 233 X GWPMY ER ENT DB 811 .O' S HE PO G� HE EXISTING COMMUNITY HALL 537,3r BUILDING FFE .2 Ct t-FFE-537.31' 0 U. � LIMITS OF GRASS PAVERS Wbou EY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT J O i' Q o � Z 2 � U > n Q Z � W w a m ry CL Q LL w � z z � 0 Q GENERAL DETAILS Job Number: 19090 VOF�t SRIC A. 1f00LLSY Mc. NO. 3708 kv O 8- 17-2020 15w��I10 NAL 'OA:ti,Illllr q Date: December 30, 2019 Revision: February 27, 2020 July 28, 2020 August 17, 2020 - Scale: As Noted Sheet No.: ...�' C7.0 SCALE. l"= 20' YO 101 - 10 of 14 copyright Q 2020 by Woolley Engineering TREE CANOPY CALCULATIONS M 10 YRS1 MR PHASE 1 i ANntrApiwr-Z TIC PTR 15 48 OAK 10 M VP SIGN 511, SIGN SIGN HCP SIGN SW HCP SIGN x 548.3 FFE i N WE SW TR 40 SW M TR 48 will WW x TR 4' ( DI MAG 48 SIGN I I t- 5.5' FFE #279 1 STORY BRICK AND 549. wo .5 x TR BW 20 k 0 , ✓' TR BW 15 k SVV BRD HOUSE Ww N s 530,9 FFE FFE CG2 SW PAVED DRIVE: sW 1*�V 24 FH X TR TR 3 I"R 3 U0-WPF X TR 40 -- X 0--� k DBL j TR 2 L.. X ACSA WATER TR& TR EASEMENT TR 24 4 DB 3433 PG 261 k R d r 12 � t ( 15 1 18 _ f t,� SW MEMORIAL TR 3 � x TR 36 JTR k 15 TR C 36•,��� x 24 FO® PAVED DRIVE TR CONC TR k 3 CEDAR ° 15 TOTAL PROPOSED CANOPY 794 SQ. FT. (0.02 ACRES) EXISTING CANOPY 207,051 SQ. FT. (4.75 ACRES) TREE CANOPY TO BE REMOVED 3,479 SQ. FT. (0.08 ACRES) PROPOSED SITE ACREAGE 24.508 ACRES MINIMUM TREE CANOPY ACREAGE REQUIRED 2.45 ACRES (10% OF SITE) TOTAL AREA COVERED 14.69 ACRES (± 19.1 V. OF SITE) General Notes: 1. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 2. No tree shall be located within 10' from center of tree trunk to centerline of water and sanitary sewer lines. 3. All disturbed areas shall be seeded per the specification of permenant seeding stated on ES1.0. 4. Meadow Mix - Seed: 3 lb. Little-Bluestem (schizachyrium scoparium) 1 lb. Black -Eyed Susan (rudbeckia fulgida 'goldsturm) 1 lb. Wild Burgamot (monarda fistulosa) 1 lb. Blue -Stem Goldenrod (solidago caesia) Add Fall or Spring Seed to Meadow Mix - depending on time of planting Fall - 1 lb. lolium multiflorum & lolium perenne Spring - 1 lb. coreopsis tinctoria & rudbeckia hirta 555.3 -_ -- k 12 k l k FFE 2 XSw �3- �-,_� BW BW 44 -'�DW TR TR 8 (D TR-- x BW BW CONC.1= I t A OXIMATE LOCATION OF Uw 15 VIRGINIA ELECTRIC & 6 SW , I G BL -R COMPANY EASEMENT O { � DB 1650 PG 281 TR 548.3 15 '- FFE APPROXIMATE LOCATION OF X CO C. METAL TRAILOR 549.2 ---'..,. 15' VIRGINIA ELECTRIC & BW 548.3 GRAVEL FFE POWER COMPANY EASEMENT FFE ', DB 811 PG 604 BW _-- EXISTING COMMUNITY HALL ~- "FOOD S -- _ BUILDING FFE 53 o�- 37.22' n ----- FFE - 537.31 % 540.2 I i v'- r=s37:3r' }D} ,4 WOOD SHED, ~- a i 3 '--- w �• �. b X TOP=537.C4J' -- -- SSMH C INY.=66.72' (3-PVC) �` QO °s• 'a. w w ' °t. >b y � °� ,b WOOD SHED Cj CFO t•(� SW • i., r "'t ° °aF� v i � ` ' j t` 'i i 1b ^Y ^1✓ -^,.. JtYll1 (J'{,ij vl ('1tl'4t '..r.h~.i!.., rev 'A vi .-.•.••' . J}•��••'i, ••i'':•�i�i �. e f ,�n,jl;i'i.�� 4i. ,Y.7 Y a i 't • Y L { ' "....+ 's. +X A� k f k' x (1 i.R s$• ,.4 �N. 6 A U:•.:. •:L, e r ri 1 .e,.y �,.. 1 t i t •,'• n rsy) ia: +$+ ',�+ >�S+ `i. v �� LJTR ,S. ' t' ° r•n,;y, :.t k.' ; + �'...e:' .i•.f': t :•r 'M '+Y •b '°b VM k 10 !1 t ,. .NT•• •: i,: •. ' r.m ,,, PLANTER T� �° "b �'� s k (i {:; b v �.ONA4, v w PLANTER 1 k PROPOSED OUTDOORbo 1.6, SW w � °b � °�' • is �•;: PAVILION ,V ,b w ,b � X `� r, SIGN a .h ' : FFE = 537.31 b w 1 SW a. ? 6 a, w b b a k CHICKEN � COOP b b r 1 543.2 ��� BW b st 4 ,.. �, j/// I y TR+ FFE "' "``` / b Existing Treeline STORY - x OAK ' BRICK t - 15 ON BASEMENT `- .�'/l','° j /�i��"'/`�• �, �. °b ;/i/.j /,�'`//j//. , 14" 1vHERRY % !r-"•� /I%/e S b y U b d b b Y d S d, d. b r__._ ---.' °� •%/'�/. �'/, '-' ' ,b a %// •� �• ^b �, °� b �, �. �. ,b 8°'�CHER�tY v w /. b b �. s a� .w v a. a �a "` LOC. -- -� HATCHED AREA DENOTES APPROX. /./" %%! / /./ /./ •� k bA v b �. ,� P E » Bid LIMITS OF LAWN TO BE SEEDED / %,/�� /� �, b x 9 LOC. + w JAP �„ r _ _- CO x MAPLE °� >b ,b � .... t,� �,.�� 6 ,�INc ,b ,v �• k '- - SW 6 w a• a w w t W b b .i, m b b w w 1 �• v °b �. y a. ,v w b y b b y b b w w» PAP. _ 11" 1.(�C. OAKS `b �' °y d. .v y°1 _ t UTR S W Y b V Y b v b d+ v b W b- b N+ ! CED, p, 6 j `� V W ✓,% 9hq, ,(r L ,b b 1 �' i t r-r a �' E! F dr V *Y '� y Y'�' V b b N b JI 4 W V o » J:i141 H E .,i'^._.'r,-. r••r..r"r'•r.r•,"r" " "' 4J .. e . _ r..,.--.96t , *dr .'•N C" ram- b w - a w� 12 PINE y °Y W b r ( r , l f -;,,. -"'"` t ; r � � ! � { .**•'r" �- -^" d, W .b `b b °b ,i. "�' ,y 'b •b W >1+ �" � ` � ® » CM 552.8 FFE 541.4 #285 2 STORY SPLIT LEVEL CINDER BLOCK BLDG ON BASEMENT �- 1.4 _ -,o EFT w ,b ,m -b •v °b •b r >b s w °b l• .,. +b �^.... y NE WV 3l' ,y tib •• 5 ,Y ,4+ ,L" °y 'd• `V °b l , �''`r 'r--'-' ±r---, i •y,, ,b vb y 'W II, ZY °b W 'd, °V °'✓ W -�_..- .���' 'b V '', , ` .} : r e t ,r '' - t • % ,b b >b• .b •s'Sr'`� r „"' n / w °v b v _. b DBL. PI ,. � - - ".� r ,y .b w� w � r t +•', W, ,b b s b `, � -- b 12» POP Af r"'">Y W W °b `b 'W ,y r !� y a- .-.r-^.f ,..-'C7 r ,••r o .Y °lr °Y ^b ',W '' .,�•-.-s- "' q y� ,/ ,V (''' r • 'b s •.r...3'^"" 'r -. ,'t"';'z nri ? t t ,y 'b 4' p� 1 ti �i i S r-y''°'''``'' W '+ "' ',t'' °b `y ► It" POP. r / ,b _ �' 17" POP. a w 14 LOC. ...-- '+ . r. f „., ram^. ,b _, ., � _. ... ,. „..., . ,'.r.-: SSM fz_.. .. :. .. .. _ -,. : ... . ........ .�--s----,o _._-------- POP. G >a,• x .. _ OP �,,, _r- G ALANTH. 0" P1J(�1 -- ...�.�.�•GA5 �-----.,b � 4 PPO.t�w- :. GAS ,d, ,y ,b >y ,b w ,b w >b w .,-•..�"` ,b � 'sa, y H •�' •:,b x » GAS ., , ., . w r�r ACSA SANITARY ."EWER EASE EDIT � 30 POP. WF G,GAS �^ GAS b b ,y ,b ' `' b ,• u a, b v a� ,b x .� DB 3433 PG 261 8" ALANTH. 10» PAULO .' 10» 0P. 8p ALANTH, � ' Y b HATCHING REPRESENTS 225 LINEAR FEET OF 20' WOODLINE PROPOSED TREELINE (TYP.) _508.8 WIDE GRASS PAVE TURF REINFORCEMENT BIOFILTER PLANTINGS: `18» HDPE (SEE DETAIL SHEET C7.0) (2) RIVER BIRCH SDMH HATCHED AREA DENOTES APPROX. LIMITS (2) DOWNY SERVICEBERRY TELEPHONE EASEMENT SIGN OF SLOPES GREATER THAN 3:1 WHICH GROUNDCOVER PLANTING MIXTURE DB 1592 PG 77 10' 0 10' 20' 30 FEET 1250' -I-/- TO SHALL BE PLANTED WITH A MEADOW MIX - (SEE WPO PLAN 202000001 FOR BIOFILTER DETAILS) VIRGINIA POWER EASEMENT STATE ROUTE -. SEE GENERAL NOTES FOR MIX DETAILS DB 1595 PG 676 SCALE: 1" = 10, SCOTTSVILLE R W©Di.I.EY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville • Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: I The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT 0 4� 0 a � Z Q Q Z c W w � m � i a w 0 z Z � � Q LANDSCAPE PLAN Job Number: 19090 OP P V. 1f00LLSY •d LIC. ND. 3708 P0114 8-17-2020�� ti s`QI O NA L S! Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 July 28, 2020 August 17, 2020 Scale: 1 " = 10' Sheet No.: L 1 0'0" Y ' C 1 � \) I 11 of 14 copyright 4 2019 by Woolley Engineering