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HomeMy WebLinkAboutSDP201900081 Plan - Revision 2020-06-30TANDEM FRIENDS SCHOOL MINOR SITE PLAN AMENDMENT SDP20 7 90008 7 MINOR AMENDMENT TO SDP 199800081 ALBEMARLE COUNTY, VIRGINIA SC0775VILLE MAGISTERIAL DISTRICT 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 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 ft. 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 IMP 91-8, n/f Tandem Friends School Deed Book 4612, p 158; R 1 Current Use: Single Family TMP 91-10, n/f County of Albemarle C/O Finance Admin. Rm. 149 Deed Book 1979, p 044; R 1 Current Use: Single Family IMP 91 -11, n/f County of Albemarle C/O Finance Admin. Rm. 149 Deed Book 1979, p 044; R 1 Current Use: Single Family IMP 91-2E, n/f County of Albemarle C/O Finance Admin. Rm. 149 R15 Current Use: Fire Station (Staff) IMP 91-2, n/f County School Board of Albemarle Deed Book 1740, p 559; R 15 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. (1 1) 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 enter a conservation area after passing through a gravel diaphragm. 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 Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - ARB Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date Virginia Department of Transportation Date VICINITY MAP O QIPFF O �3' a S 00 � O c � O �1E Z°' SITE RD lR0 ttSVIL�E Soo AF 6e�F SCALE. I " = 1000' SHEET INDEX Ei C 1.0 Cover ® C 1.1 Site Development Exhibit R C2.0 Existing Conditions Exhibit 0 C2.1 Existing Conditions Exhibit Cont. ® C3.0 Demolition Plan ® C4.0 Layout Plan ® C5.0 Site Plan ❑ C6.0 Stormwater Management Plan ® C6.1 Utility Profiles EB C7.0 General Details 0 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 ® Filled Box Indicates Drawing Included in Set 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville o 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 C:Q Q) Z ry U > 0 ry Q Z � W w � m 0:0� Q ILL o w 0 z 0 � � z � 0 Q COVER SHEET Job Number: 19090 op o r,� ERIC W. WOOLLEY LIC. NO. 37088 4: �04 Cs� V SIONAL EJ Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 Scale: As Noted Sheet No.: 00 1 of 14 copyright © 2020 by Woolley Engineering �I I I I I I I I I I I I I I I IF I I I I 1 1 I I I I I I I I I I 1 I I I I I I I 1 I NA r\1i I. li !ail! RESOLU`1'ION TO AI'PROVi SP 201900007 TANDEM FIZIENDS SCHOOL I'AVILION NOW, BE IT 1ti SOLVED that, upon consideration of the staff report prepared for SP 201900007 and all of its attachments, the information presented at the laublic hearing, any written conurrents received, and the factors relevant to a special use permit in Albemarle County Code §§ 18-13.2.2(5) and 18-33.40, the Albemarle County Board of Supervisors hereby approves SP 201 900007, subject to the conditions attached hereto. I, 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 recorded below, at a meeting held on April 15. 2020. Clerk, Board of County Supervisor A May Mr. Gallaway fir' Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer '4' Ms. Price Y 81' 201900007 Tandem Friends School Pavilion ,Special Use 11'ernuit Conditions 1. 'The development of the use shall be in general accord with the concept plan entitled "Tandem Friends Schaal Outdoor Pavilion," prepared by Train Architects, dated 24 March 2020, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the specified plan, development and use shall reflect the following major elements as shown on the plan: a. Building orientation b. Building size (including height) c. Location of buildings d. Limits of disturbance e. Parking lot layout and landscaping Mirror modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance; 2. Additional buildings may be authorized only by a new special use permit; 3. Total school enroliinent rnay not exceed hvo-hundred fifty (250) studenls; and 4. Amplified sound frorn the pavilion will be subject to ntaxinnini sound level regulations as provided in County Code § 18-4.18.04. Amplified sound is prohibited begitming Sunday through Thursday nights at 10:00 p.rn. through 7:00 a.m. the following nnornnrg, and beginning Friday and Saturday nights at 11:00 p.in. through 7:00 a.m. the following morning. Unanyplifted sound will not be subject to the maximum sound level regulations, as provided in County Code § 18-4.18.05(N). SPECIAL USE PERMIT INFORMATION 1 1 1 1 1 I I I I F rs I • r*r I I I ` I c ` I I I Q IF Io � r 1 I I , I IIIIIIII I � co O a #/N o I 9 C r I / I 1 , 1 Wow -- I00000600000 _J \ 0000 � - - IF/ 47' — r-I/ —�--� 0IF — — Site Development Plan Narrative: _ — _ 1. SDPi 99600009 -Community Hall Preliminary Site Plan 2. SDP 199600118 - Tandem Gym Preliminary Site Plan 3. SDP 199700084 - Tandem Friends School Minor Amendment - Withdrawn 4. SDP199700085 - Tandem Friends School Final Site Plan 5. SDP199700129/ SDP199800081 - Math/Science Building Site Plan 6. SDP 199800119 - 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 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville o 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 TANDEM LANE AMENDMENT (PRIVATE ROAD) 0 SZ Lij W U J J ►l 40' 0 40' 80, 120 FEET SCALE: 1 " = 40' THIS EXHIBIT IS FOR INFORMATION PURPOSES ONLY_ SITE DEVELOPMENT EXHIBIT Job Number: 19090 TH OF V I �-s Z� 0' ERIC W. �YOOL � 1JC. NO. 3708r- 'A: AZO 6-24-2020 �W toss j 0 NA 1, Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 Scale: 1"=40' Sheet No.: 1.1 2 of 14 copyright © 2020 by Woolley Engineering Se I I Iucet ______(gFaucet Faucet � BIRD HOUSE-7 BIRD HOUSED _ _ _ _---- --- _ _ _ - � -a0- - - - - OBAT HOUSE --- _--- p- ----------------------\ -----r- ---_ -� - - __ - - - -- - - - ' - - - - - - - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - - - - - - -I 523.2 \ ----------- -------------------------- - �\-\ i-i -- ----------_GdA�---- - - - - - - ------------- -- - --- - - ------------ - - - I- ----.-•.- --\- --- _. -- L _---p p 0p O -----------------O�'Of-O�Q O - EO- . 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' \ I °FO MARKS LOCATED � \ / WELL< > � FFE 60, \\ / PAVED � HCP SIG SIGN ® Tr DRIVE I \ \ I I I IIII I I I 1 # #LPi, / � / � #295 32.0 �2 APPROXIMATE LOCATION 0� \ . I I IIII IIII LP WPF �`,''� LP � - sw - # 2.5 STBASEMENT �T�FFE 3 1 1 III / "" \ I I I I 15' �I�(A�LECTRIC & \ I I I I I I I I 0�550.7 sw r- d R 3 � WPF "\-" \ I I IIII I I I I POP 4 (DPOP 4 fl *LP POP 8 / `SIGN . U.G. GAS 550.1 w 1 �111�/ / POWER COMPANY �ASEMEN.T I III I \ / I POP 4 POP 8 �e FFE 42.0' I \ / ll \ POP 3 POP 8 Q � POP 16 #LP / ,, Sw W FFE 1p. 0 w 44�_I \ �R / DB 1650 PG ��� \ 0 BAT HOUSE -' �.�551.,H __- N BW % -.�� fR 8 ` \ _ ' `��, 1 i I i i i I 1 STONE \ O '� t3Ni NAI \ ® \ " N N /-�� `�.i l ` I I I I I \\ WALL I ,--- __--- --- _ _ - CIBR II TR 4 WW CM W-- / C� 1' r� \ _ I ; i I i i i I I I I _ _ i -- /1 O in54FFE- 9 --�/ 28.3' 9 I/ DW 6 I I I I III I 1 ' BR 548.1 0 CM SSMH F 'a \ _ I�I%1'E 1•a`---------- _ 549.1 N .• � 59.7 FIFE 5.5' _� �548.3 w 1 \ I I I I BIRD H6US�--------- ----/-_ \\ 1 #279 FFE 549.1 11.6 / 1 _-- �JIR ' FFE I I I I I I I I 1 U / - - - - - _ _ _ _ - - - 7' BRICK AND FFE 36.E w _ 60� �� \`-�-- P�'- .7 STORY I ' w \ _ - 27.T BLDG 65.9' \ I - - - DRIVE / 548.3 ,� APPBLI VATE'LOCAT19N 9� J ONC _ _ _ METAL / \ --------------' ,, L 67' FRAME rn 549.E _ \ 548.3 \ �� / 1 1 I I I I I q 0. ___------- /- !� 9 _--- U 15' IRMFA ELECTRIC & 0' \� GRAVEL TRAILER / I 1 1 I CS / , HE � I FFE VEL 1 1 1 I 1 N 552.8 FFE 7 Y / \ I I 11111 / q -- / - 2L I'I1III W Z I\_ ,,_� / 2a.2 � WW ___---- __ _ 541.4 7 BW POV�ERDB0811APG 604EMENT I / 537.3T FFE I I I 1 / NPS Q o--------- >f/�---- PAVED _ 540.5-------- - _ , 537E -,,-' , __ F _ - _- BENCHES BASKETBALL 12" CMP GM 530' #285 FFE N C _ -5 7.2E EfE� `IJITH �`L , '. I 1 - - - - - - / / - _ / TO - TORY BRICK - 28.1' / I 1 � Cr - COURT / / --, \ --' Y SPLIT LEVEL o IN .--"566.95 I - 1 S BASEMENT -�4 2 WTR i� 13.5 2 STOR LOCK BLDG 537.00I 37.31Y�I H�DDS - o CINDER B ENT 20.0' - j0� y o FFE,5 S I I I I I I i 541.6 ON BASEM P . �' 3^ PVC) WOOD I IIII I I 1 [� ----_ - ` CON 541.4 4 l IN 536.72'I� 74.0' - / SHE 1 I I I }� _ YD FFE I S \ WPF '--,\ \\\ � � � � " TR 24 \ \ PA110 .p�T_\�1 � � ' y S �_�� C .I(-�- � 1 - - - - CHAIN LINK R� TR 20\ _ I 1 _ - _ 015.3 I ' r -----� - S -- ---- FENCE I _ _--- `� _--------- i --- \ TR 15�TR 15 ___ _ _ , _----- - -------- -- ------ _----' 1 5 8.4 ------ -- TR .5 \_ W-Y _ C Q�R f0 TR 1 _ i " `W-1--'' ----- _ ,__�-- I i i li l �l1/'l1 I ------__---------- \ TR 22 _ I _ --- - - CMP-, _ BW --, _------ �DW 1_- L ANTER ,� TR 4 YD o CM � 1 �J � . ---' - `-- RL __----------------------------------------------' /'� \_ _TR 20 ao.s' 21.4 OC_ ITRI 10/� , I I ,WALNUT -----------_-__,------------ -\ PLANTER /' ------------ ---- ' _ M /P -- I I III IGN/ IHICKLIN � O TR 6 WW -__--I" I I � _ � Bw -- TR 15 5 •$ � \ sw I �/'� s� �___� ` FISH ART__- TR � I / ---- --- _ ------ -�\ _/ Sw FFE 1 STORY 543.2_/' I `���"- _ _ I I I I I _---- ------------- /' - - - ---- ---- --- -- BRD HOUSE \ BRICK ON FFE 4P�'+, I \ 6 -- - ---- I I __•'J - � SEMENT 1.5' / � 1 'l..J 0 A K 1 ! 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HIGH DB 3977 PC 664 ST., CHARLOTTESVILLE, VA 22902 ZONED R-1 \11' RIGHT OF WAY TO _ STATE ROUTE 20 IDB 548 PG 109(PLAT) I I o, I I I I I --- 522.7 15" HDPE P�(TYP.) - 2.) BOUNDARY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION FOUND RECORED IN DB 548-105, DB 611-196, DB 1590-434, DB 1590-442 AND DB 1623-649; DOES NOT REPRESENT A CURRENT BOUNDARY SURVEY BY THIS FIRM. 3.) THE COMPILED BOUNDARY LINES HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY SHOW ALL ENCUMBRANCES ON THE 11TLE. HATCHED AREA REPRESENTS LIMITS OF MANAGED STEEP SLOPES DISTANCE TANDEM LANE PRIVATE ROAD SDMH s i 40' 0 40' 80' 120 FEET SCALE: 1 " = 40' WOOLLEY ENGINIJERING Consulting Civil Engineers 210 5th Street NE Charlottesville o Virginia 2290E (434) 973 - 0045 www.Woolley-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 2290E P: (434) 296-1303 MINOR SITE PLAN AMENDMENT Q0 LL ) J O � Q Z U�; J Q Z � W w � m Q o w 0 z 0 Lz � z � 0 Q EXISTING CONDITIONS EXHIBIT Job Number: 19090 Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 Scale: 1"=40' Sheet No.: C200 3 of 14 copyright ©2020 by Woolley Engineering t ucet J _Faucet Woucet t + 1 BIRD HOUSE _ - _ _ - BIRD HOUSES VARIABLE WIDTH SSMH H Q -_ _ - -? Q� ()BAT HOUSE PERMANENT _ _.. 0 Q _ p _ - �-52p-- - - � SIGHT DISTANCE ___ ._ -- -- - - _ - _.-_ - - - - - - - - - --- EASEMENT Cp _ _ -- -- ---- ---- - -- ------ - 522.7 DB 1590 PG j tt , u^a`I � `- -- 523.2\-�----- - - ,r 434 � - - - - - - - - - -- - - _ - L T - - - - - 15" HDPE ` - - - _ - 15� HDPE ACSA WATER VARIABLE 'WIDTH 1. 530 -_ _ - -- _ _ - - _ - - Q QQ - P r - _ - _- _ - - ---- - 3433 PG 261 it - s - Q � Q MAP_ 5 _ ©Q Q _Q Q _ ` \ -- DB PERMANENT d � 1 � _ --_ _ � c� -a- .�_. Q o Q _ _ _ _ -� _ _ _• � � sloe �;---- l - - - - - __0M'Ai C Q p Q a Q Q Q Q C3 -. -�= -- _- AosT TYP. EASEMENT I -- "`_ --- - - - -_ ----_- -- _ `•T yrx !----_0MAP 5� QQ fl'•QQ Q Q [SQ QdQ - _ s - - W - IEQ - r �\ DB 1590 PG l f - 4O -- - - ; _ f ° "_R4 `! Q Q Q - - w - - - _ - ly r -___. > \ 434 CEDAR TIT_ \ SLS �`- P I s _d2.a1PD E#- 3A- ` _` - CIIA 1 524:Ti-- - \ 1p1.7'42.26 \.�` _ COAR -CEDAR 18 APP QATE- CEDAR 24 - CEDAR 24 15'° --H.DP , r° <-23 3 _ ` ,\ • _ _ r r t° I �, �_ - __ TR 24 OP 36_--__-_-_ 4# - 15 HDFE._ - f 1 15DAF - �V _ - _ - WATERLINE -;" A L J r \ , °r 543.1 52.0' GM 42.02 ! NQ MISS-UT1 ITY I / BWF -- rn FFE `� _ FH'MARKS LOCATED Il ' A_� '\� \ CEDAR -30 ,CEDAR 18 I IP RAP � _ NTS Q V EDAR 24 AR 24 - - - - - _ - - - _ - - - - - - - �4- ` TR`12 ` `` \ '` '� - `` 1 ' i 543.1 C> 4AR 18 _ - _ _ - _ } - • , \ �, _ FFE METAL GYM 4a.9a 11 TR 4 u OAK 6 I �t S�� . \\ \ o, +\ _ ` ' SSMH G IF I --\ - 543.1 543.t 42.6 CEDAR-24 '�� _ - TR 6 h FFE`� OAK 244 `,\ \ �, ��� \ FFE HE 4 ` - POP 1$ \~ �-_- TR I3 SDG - - TR 6 - - i HOUSE -� - \ \ _ _-- BRICK _ ,DBL OAK 36 - _ TR OAK'12` _ _ \ \\ 5431 FIELD HOUSE ppVEO v \ _ �� r 1i \ FFEJ �42.86 DFI - - i A42.90 M � OAK`35- 4t OAK 8 TR 2 - _`43.3 _ APPROXIMATE _ � \ - _ I d _ - `• w \\ \\ \ py - SIGN ..-u.-C."GA5-540 _ L I OP 66 - - r - 1 NO MARKS' - OAK 10 _ \ 550 -- _ 4zSSM A _ TRJ$ `> LOCATED `i - - - GUM? 36 POP *S.. _ \ - ISDP S I FRAME _ - M1 -- _ yl�j _ z t_4 �--� ` ` ` \ P aP 1 POP 8 P(�P 8 -El- - - - _ - 4 _ TR `_ SIN F SHED O e - OTR \ ' PCP i0 OA`K 48 _ I ._ LIP# fiR 8 w 8 - OAK 10� _ - qpOP 1� OpOP 15 Lp 41-TR �^ ``� t\ MET L 39,8, i `. I I 5 89 ` �� - - - - - - -. - --TkR 240 BIRD J'0U S _ 1 I \\ TRAILER ' PR XIM TE l " Q 5 - F L � ©N ' �, 5Q� 4.Q Q � ` -• •_ ._ - - ` � � WV � TR 3 ' -' I ' f i tt _ ` �� \ • • \ � t + �, \ - I ti 2" Q -I`OS T (TYP.) \ t {� _ - - (` e ° SURFACE �- MA GI11 POWER ti G QQ MB t I TR �Ji LJ,� T 40 �2lJ.2' TREATED EA MET DB L 4 I I I 1 i I ARKING LOT `_ DB 164 PG 74 t SIG �47.7a '6 ~+ U \ tt tt t, EXISTING VEPCO t�tf�tt t 4 I 1 NPS Pr++O GRAVE \\ FRAME SHED 54' • tt qRl' ACSA CATER y EM X G1iAVEL� , t OVERHEAD LINE 1 I I I I - _ \ TR 24 TR I I t �, t rl 5�N 6 EASEMENT TR 4 R� _ _ _ _ \ 1 ,AS SHOWN IN t f 54.2 t 1--� VP SIGN - D8 3433 PG 26t D$ STT-RG 6a2 f"`'� 48.77 18 EMORAC I TR 1 TR 40 tJ s ✓r TR 4 VP SIGN I�trll) r, / ,� MAG 48 '48.57 \ t 36 1 �_ r ✓ APP OXfMATE *LP VP SIGN � TR TR 18 DW 1 F- r 1 I I I I I 11 SANITARY 49.26 Go 4 4' 1 TR 39 r .s° r FIFE t7�. #30`� p'IV CP SIGN TR 48 SSM4H � a4.4 (DTR ! 24 FFE RAMS I I I a I III I /r SEWER pRtVE SW 4"5�� �\ _ I' ,��,� 54&9 9LDiNG > , NO MISS UTILITY °`f' ✓ T 4P `' I "' 24 CEDAR 15 FFE PORCH 'w5'. 9 `� 4.6�555.3 CO.a31.6 io 0. 44Y.37 MARKS LOCATED ' '' WELL $$ FFE �� t °Ff3 P / i A I I r 1 1 CFO HCP SIG 6.0' AVED 50.83 SIGN) ��,}TI� � � � � � I LP WPF LP LP, - r SW ` 295 3.2.0' . i1RlVE + I rl y y \ fr _. °_ #�� 49. 10.t 4t.8 SjOR BRICK WITH 5553 �� IiY d1 TR 3 , APPROXIMATE LOCATION O ` \ I F I I M I I r f r r 1 " POI'' 4 POP 4 POP 4 � 'ALP POP 8 IGN ,7 2.5 gASE1�EBT iF� � � Iw� R 3 15` �IRGINIA ELECTRIC POP 8 • S'� r t POWER COMPANY EASEMENT` Ic�1 d r U.G. GAS PUP 3 POP 8 POP 16 #LP - �5[a.t 42 c° w r 'r `° I d i i I r �, r r STONE ti BAT HOUSE <-' "-- ,> �� `S� 'Z49.26 FFE�` 1q' 11 V1 B 44`_1 - + r.R �t DB 1650 P :281 <r + f'inl I I +1 r i � WALL g -> _ f''a I / - ,TR 8 f A , 1 44.�63 - - - - ( , -. - - PINC - --� - ._ J r oBR 1l T I� ` v 649.8 CM QTNE 15 - - - - _ --- J F SW BRA 4 s.1 CM 2a.3' 9: - W % _-- ` ____- - - 7.31 548.1 HOktS€ - - - ;� `T' - M. 11.6' 48. 7. - IR 3 r I I r i SSMH F �, p'p 11E41. 7 SIORY 'BR'tCK A:14p FFE 36.2 I z � w 43. 82 F D f f I ! r rf r 45.04 27.7 BLOC , - - 1. _ CQRC - - - .60 6.7' - 47." 549.2 I _ _ 5 -' GRAVEL TRAILER 1 � _ r i � J ` < � rf fr fr f � I r I - - - - - - - - - - - - - -- pRt`rE �548,3 FRAME � � f � \ 23.3 - .,, �� - METAL F �-: APF'R93XIMATE"L�}CATION- OF � W 54$.3 w / > 33 9' " 552.$ 15' R&NIA -ELECTRIC & • - D' FIFE f 1 r f r 7.7' ,. r rrr 28.2' ' WW 8'N POWER COMPANY EASEMENT 1 42. I r r f r I -D-� PAVED r - --- - 540.5 H 44 89F - - - - 541,4 ; D8 811 PG 604 Ir ` FFE v l 43.50 r ! Ir r r r 1 NPS BENCHES ` BASKETBALL r _ - - - 41.742 r ' rl 12" CMP G CM - - - �- R - - - - COURT r �. ` � ., - - - ,� 53.0' #285 lT LE'1EL •p - / � 1 , W � � t 5'I{i1?Y g 1Ct � NTH � - .5 2 t ��. � TR t3. 2 slap'Y SPL t4 BLOC Q 4ASEt EN YQ WOO - _ - - - \\ i ,� ° S, . CttIDFREfLtiT 43.57 SHEDS 42.91 A r r r r rr r 42.2f1 o-541.0 IyC. 1. 0 i 43.56 r r r r ✓r r I / = co O � 4 a `TR - - 5A0 74.0' 't: _ � r-y C r . WOOD r r r r r ! f y44.69 -540` a+, sI�LD qo \< r ''! P J f SSMH C _.•.� s WPFY . r r r TR 24 ``_ T _ ~ s r 36.90 - f 16 r CHAIN LINK 1 _ r r✓ t- t 3`9.42 r r r r - - - 54Q ' , -} r j r ` , - _ i TR 2[}''•. _- S } - t,.3 _ `�-•-._., FENCE r _ - i�r SIN r r r j r _ .� % f _ TR 15 _ -- r`-` ��.--;`., `I 10 <---- - - r rr r r r r 1 ---------- r 5 8.4 d - - _ - W 1 r - ~ f 'j ' CMP TR 22 ~ _ TR -5 - t 1 C I j TR 1 �-�,,, r z ` - - - - �_ 36.16 y< 2 _ _ ra. TR 4 -20- O- YD B 41.4 a tfi ---_ ODW _- K 30: TR 2 15' 1flf P_U- TER AV 15 _ ------------ t.x TR 6GM 6' OA d 1P III SIGN, 15 30.a HICKEN COOP3RD HOUSE w FISH ART 5��v 5.a 4 egIcy, FFE t TR 6 530 _--"AP OAK -53 r _\ lr + r FFE SIN ra - � v J /- +� I `T�- IvI CI�LE_ - �TETN€Rffi h1.5' © 4(� _ �(y. - r �W,y� -_ __ --__ __ ~Q-�3,_ --•i I 'WV+��. ,,.�'_Q 39•fl° 0 3a.5 5 V -j = IQi1- OAK 18_ - - Q 1 rr /(,° r �J _ TR p� - t _�BIRC� H 1JSE BIRD FZU 2i�si _ r /, 5 H "-_-_._--- - -_- - � � - --�� s .- - - - - - - - _ - 520 - "<I 0 -`------ -_ -_ y _'- - i H ' � - p 4*-. I I SANITARY SEWER ELEVATION KEY SSMH A I TOP=545.09' I 8" PVC INV OUT=537.64' l SSMH B I TOP=539.23' I 8" PVC INV IN=534.13' 8" PVC OUT=534.00' I SSMH C TOP= 538.63' 8" PVC INV IN-531.13' 8" PVC INV OUT=531.05' SSMH D TOP=520.30' 8" PVC INV IN=515.60' 8" PVC INV OUT=515.55' SSMH E TOP = 519.22' 8" PVC INV IN=513.47' 8" PVC INV OUT=513.34' SSMH F TOP =518.23' 8" PVC INV IN=512.33' 8" PVC INV OUT=512.13' SSMH G TOP=516.12' 8" PVC INV IN=510.85' 8" PVC INV OUT=506.75 SSMH H TOP= 510.38' 8" PVC INV IN=505.83' 8" PVC INV OUT=505.74' p0 -- 24,#5 0 _ - SSMH D 7` - 'S15.3 _•••tip �\ _` ,,� � � '--z-__ - -- __ - - _�' __ _--• - _- _ _ / ° ------------- _- _ ACSA SANITARY -__ -- _ _ \4 SEWER _ > TELEPHONE WOODLINE (TYP.) EASEMENT Da EASEMENT ' rr „ 3433 PG 261 OB 1592 PG 7 - �•. 8--,HDPEVIRGINIA POWER , SDMH - _ - - - EASEMENT DB 1595 PG SIGN �© - 676 THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONDSIBLE CHARGE OF W.D. SEWARD FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON 04-21-16; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPAT1AL DATA INCLUDING METADATA MEETS THE MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. TMP 91-2C1 THE NAMELESS ONE LLC. DB 3977 PG 664 ZONED R- t 50' RIGHT OF WAY TO STATE ROUTE 20 DB 548 PG 109(PLAT) 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 SHOWN HEREON. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. NO BOUNDARY SURVEY WAS PREFORMED WITH THIS SURVEY, PROPERTY LINES SHOWN HEREON PER PLAT AT DB 1623 PG 649. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO426D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 4. VERTICAL DATUM: NAVD88 5. PROPERTY IS ZONED R-1 6. PROPERTY IS LOCATED IN MOORES CREEK WATERSHED 7. CONTOUR INTERVAL: 2 FOOT 8. OWNER OF RECORD: TAX MAP 91 PARCEL 2A, TANDEM SCHOOL, DB 1623 PG. 649 9. MISS UTILITY TICKET NUMBER: #03986 B606901804-OOB EGDE OF PAVEMENT TREE LINE/HEDGE WATFRI JNF SANITARY LINE S UNDERGROUND TELEPHONE UNIDERGRO ND GAS TANDEM LANE PRIVATE ROAD ri SDMH SHRUB .0 0 40 80 120 tt C14cz LEGEMD IF IRON FOUND FFE FINISH FLOOR ELEVATION FO FIBER OPTIC CO SANITARY CLEAN -OUT EM ELECTRIC METER EP ELECTRIC PEDESTAL ET ELECTRIC TRANSFORMER GM GAS METER LP LAMP POST LPT PROPANE TANK OHE OVERHEAD ELECTRIC TP TELEPHONE PEDESTAL TV TV PEDESTAL. UP UTIUTY POLE SW SIDE WALK SDMH STORM DRAIN MANHOLE SDG STORM DRAIN GRATE SSMH SANITARY SEWER MANHOLE VP VISITOR PARKING HCP H'ANDI CAP SIGN NIPS NO PARKING SIGN NTS NO TRESPASSING SIGN YS YIELD SIGN FH FIRE HYDRANT WM WATER METER WVT WATER VAULT WIN WINDOW WELL SR BIKE RACK CM CREPE MYRTLE POP POPLAR TR TREE DW DOGWOOD MAP MAPLE YD YARD DRAIN WPF WOOD PRIVACY FENCE WWF WOVEN WIRE FENCE I3WF BARBED WIRE FENCE WW WOOD WALL BW BRICK WALL FP FLAG POLE � '2 a m E 6s6a N r- -U i H 0 W.D. SEWARD Lic No.1934 04-21-16 S U Ru ��Q4 cl cl 0 w U LLI INNii Bo di co U CD� C/] INN MENEM C �rL, rM,�-y--I �t r� f�- C CD CD u ­:4 Q--, CD QQ DOM. PROJECT NO: 15.0038 INDEX TITLE: v 1 SHEET NO: 1 OF 1 DATE: APRIL 21, 2016 `t 0 W N U OAK 48 \ OAK \ \ 10 \ \ I / OBIRD� O HOUSE I I\ \\ \\ \ \ \\ \ \ WOOLLEY EvGhNEERINGT,(k O / \ \ \ Consulting Civil Engineers24 O O O / \ H I V \ / TR x TR I I 1 I \ \ \ \ \\ ' 1 \ \ \ 210 5th Street NE Charlottesville o Virginia 22902 (434)973,0045 O 1 0 POST (TYP.) \ MB I � \ i - - - 3 x(D3 / / X TR X TR 40 / k DBL \ I 1 \ \ \ \\ \ www.Woolley-Eng.com SI 24 \ I � \ \\ Owner. The Tandem School Charlottesville, Virginia OVERHEAD LI SIGN ` I TR x \ \ \ ` EXISTING VEPCO \ \ �sl N ° x x k k 24 E M X AS SHOWN IN DB 811 PG 6021 I l I I I279 ` G WATER 1 I TR TR I I I ACSA VTR \ l \ � EASEMENT \ DB 3433 PG 261 14 24 I T4 _ k TR �_ x 4 DW I \ � \ \ I 1 I \ I I I I I 1 22902 ) P: 434 296-1303 SIGN - � x - 1 \ \ 1 - I I I /2 15 O x / �- �- -- TR x \ I li TR x SIGN 40 x 8 1 M€MORIAL J �- x TR 4 \ I MINOR V SIGN MAG 48 ' \ I I 1 £ x TR TR 18 � x 36 TR I x DW 1 \. � � -�\ 60 I\ I I I SITE PLAN 0.4, 1 R 1 \ �� X x %� TR 549.0 \ FFE /� I I AMENDMENT I HCP SIGN k TR SSMH-� 90 6, 44.4' � TR 05' 4.5 LPT1 1 \ x 24 TR X x x48 36 R CEDAR 548•9 FFE \ PORCH I TR x 0 4 4.6' 555.3 31.8' 0. ' I R ° =~~~� 24 15 0 WELL FFE 1 \ I 1 I I I I I HCP SIGN SIGN TR N 6.0 I I � x 41.8 32.0 555.3 J � 1 TR� 112 ez x TR \ 3 x k \ \ I I I I -I� Q n` Z � 10.1 FFE 90 I x R 550.1 FFE �O 550.7 00 FFE 2 p 0.6 4 10 `�' 44 WVT 1 - Mi 1 DW ° TR TR \ �8 k x x ) I I I I I/ I I I I I I U _ CA LLi BR I TR UX 549 8 CM 0 I � _ - W � A ROXIMATE LOCATION OF & I I I I I Q k / I O J 4, BR FFE_ .� - i � - - � 28 3' g•1 792, 92 v 6 - 15' VIRGINIA ELECTRIC 0, R COMPANY EASEMENT. I I I I I I I Q 549 FF CM U 'J5 o' o D 1650 PG 281 cc I�II\ III 5-548.1 FFE 5.5 116 ' TR 15 548.3 FFE I �E ' I W9.� W 549.1 ' 362 / III J 3.7 FFE N ( I 2.I \ �-, ❑�40 III III II II I I I //^^m Q 27•7 \ N I 65.9 `548.3 FFE 6.1 0.9 -' \ r' 549.2 N �r FFE APPROXIMATE LOCATION -OF 15-VIRGhIA-ELECTRIC & POWER COMPANY SEMnT PO Y 1 . \ \ 1. 4.0 548.3 FFE \ I \ / I I I I I l I� LL LL "I) O N r? _ _ oo - \ 552.8 V DB 8N- G`04 I �R I I I 5 • - - - - - - - E / / 1 ' 537.2 �- I I / I ' I I L U z O s GM -- - - 53.0 �--541.4 FFE � OP= 37.22' `-" 1 V � FFE - -� 90 �0.2 �`L• 2g � , � / i � s`\ s. TR o' 0 = I I co FE=537.37' o� �YD \ ' I ' i 1 U x �\ 1 3.5' / -� I FFE=537.31' O® I I 11 \ S\ �541.4 � TR % 3 I \ 74.0� X - �� -� TR \ s \ \. \ FIFE 4 s �Q�E�� - �- / SSMH TmP=537.00' C I INV.= 6 2 3°-PVCj CO 24 TR \ 20 �- 1 - S - S \ 1 15• I /cis �)TR t�., / / 15 - � - S x x x \R 10 4 i I DW 1 - - I I ' ` I / I / / / li SITE TR 5.6 x CM/ x / TR I x 10 N / J , DW Dw_ _ i X � -- - � I I I I I I I I I N I DEMOLITION TR _ •5 - _ o CM ( 1 s 1 _ _ _ _ 1 1 J - I /' I I I' I I PLAN 20 x TR x 0 0 i 0 a\ 80.6 o 1.4' 90 2 00 TR 0 / - - 1 WAIN T _ X r ti Job Number: 19090 \ \ 0 GM x G / MAPLE / TR I I SIGN \ 1.6 N 1 �� �� FISH I N x I I_ I TR 530.8 `�, ART x 15 FFE - x I N � BRD HOUSE � 543.2 � FFE � J / �, i 1 I l � 1fETHERBAkL1. /� �� ) TR 6 - _ I TH OF p 1 00 x i/ - 15 OAK .0 1 I SWINGSET 14 CHERRY I � \ 21.4 f - / N 1 I I I J X OAK ,� 8 CH ° g°� PINE / ' C. 9„ Lp>� N I / E�RIC W. WOOLLEY LIC. NO. 3708e - - 530.9 �- i*T � - - 6„ PINE ® I / I �0 6-24-2020 �W \ \ FFE CO No JA - � � - APLE - - - - -� I 1 f I _- � _ - � I _ 5 -P9P. -F- - - 11 " Ld / 6" D. - is S / ti s � SI O NAL �11 \ \ \ \ 41.5' o x T �\ �� _ W� IBIRD _ OAK O O O - � BIRD �F _ ®- � 2" POP. _ \ _ - - �� S „ S 7 CED. / ��SMH/E Date: 0 39.0 ^_ �- `-- =M 1 Q18 _ _ HOUSE HOUSE _ _ _ - - - - - S PI _ - 1 1 POP. \ December 30, 2019 CED. 0" _ 1 P NE 9 � S - S 5 -- -_ _ " n S _ - - 12 PINE / I / Revision: February 27, 2020 \� --\------_------ WV___ ��� ---� S� - - - _-- ---� - --- - a I April I \----_ --- - H _ -_ \ � __ TRH- -- 12 � _---- S�S S �_ _- � „OAK _ - _ _ _ _ �f2 SNAG _ _- 6" „ 2'�OP� � � � � June 24, 2020 51 3 GRAVEL - / SSMH 14 LOC. 1 POP. " 17" POP ® x / 18" HDP - - / S - _ - _ - - - - 6 ALANTH. 6" HIC. - 1 12 LO x POP. - - - �POP.� - DD/ 2/ POP. \ 1 - � _LON>_ _ - - 3 POP.IF - Scale: - ACSA SANITARY SEWER DB 3433 PG 261 EASEMENT - 8" ALANTH. 10" PAUL g" A�ATH. - - �- EXISTING TREELINE TO BE REMOVED - - - ,. � REMOVE AND.REPLACE EXISTING GRAVEL ACCESS ROAD � - / Sheet No.: � APPROXIMATE LIMITS OF NEW TREELINE - 08•8 18" HDPE \ EXISTING TREELINE TO BE REMOVED INSTALL TREE PROTECTION (SEE SHEET ES2.0) TELEPHONE EASEMENT SDMH SIGN C3,00 / \ APPROXIMATE LIMITS OF NEW TREELINE DB 1592 PG 77 20' 0 VIRGINIA POWER EASEMENT 20' 40' 60 FEET \ rM � DB 1595 PG 676 SCALE: 1" = 20' 5 14 of copyright © 2020 by Woolley Engineering I G G G - S - S - S - S - WOOLLEY ENGINEERING FH " T/ X Consulting Civil Engineers WV - w - w - w - w - 210 5th Street NE Charlottesville - Virginia 22902 X WPFwww.Woolley-Eng.com ` y0045 .Wo oollelley-Eng.com / Owner: SIGN SW SI SIGN PAVED p X '< / \ ` EXISTING VEPCO OVERHEAD I x I EM x3 GRAVEL \279 The Tandem School Tandem Lane SW DRIVE ' ASSHOWN IN DB cn Charlottesville, Virginia I 811 PG 602 22902 C G 2 x I P: (434) 296-1303 SIGN SW 1 O / SIGN SW x sw I / lbMINOR `. x \ \ \ SITE PLAN V SIGN 0.4' I 305 # �. /90 AMENDMENT HCP SIGN SSMH--,,/44 90 a 4 �� 0 4.5 B1KD NG \ \ � SW FP 0• ,(�n Q 4.6' J 555.3 �� 31.8' ��Lc� 0. FIFE FO p PAVED WELL #295 6.0' / DRIVE HCP SIGN SIGN 2.5 STORY BRICK WITH �� BASEMENT Z -' j O SW �i '� 32.0 555.3 CONIC \ � FFE 00 SW / 0 X -� X j - �✓ Z LO 550.7 0. °°' FFE � WVT � PF k �� - WW FFE 0.6 44-' \ \ I U SW BW tJ BW - SW f \ ; ; > �w W � ♦ ^ LU �' WC SW 549.8 BW BW CONC. I� � 91, APPROXIMATE i f LOCATION OF i I J � � 11 �� FIFE ��' 2$ 3, � i �i g'2/ \ 15' VIRGINIA ELECTRIC!i 4� &POWER COMPANY i < Q SW 549.1 481 / '� SW rn / o cc� EASEMENT DB 1650 i i gi 1'Lu � / 7 FFE FFE 5.5' i ; STORY BRICK AND 549.1 11.6 1 S 36.2 APPROXIMATE 548.3 w FFE PG 281 i i i i W FRAME B DG FFE / i / LOCATION OF 15' VIRGINIA ELECTRIC �, ! C01� METAL i ! i J n/ 548.3 �,� � " 65.g / ;N & POWER 23 i X TRAILOR i f i i 1L�L LL / 7 �, FIFE �6 , 549.2 0.9 E COMPANY EASEMENT DB 811 BW / 548.3� 4.0 _ FFE GRAVEL nn11 W o N� 0 WW 552.8 BW PG 604 I 1 �o 2�� \ 28 FFE EXISTING OD S HE 541.4 COMMUNITY HALL 537_ BUILDING FIFE I I W Z / FFE FFE=537.37' BW �� 28 ! ! 540.2 I O 53.0 o #285 YARD DRAIN (SEE Cb.l FOR STRUCTURE DETAILS) ,0 WOOD SHED,LID j � I j • \ 13.5 j 2 STORY SPLIT LEVEL U \ CINDER BLOCK BLDG 20.0' CO' ON BASEMENT / o 5 0 YARD DRAIN (SEE C6.1 FOR STRUCTURE DETAILS) BW v r^ FFE=537.31/ i \ \ . Yt1.CONC 541.4 i , PA TIO I I 74.0' X ! \ F 4 \ \ NCO ET-- \ 1 \ SSMH C CO WNTER EXISTING I A,CSN vi EASEMENT SIDE`N ASK PG 38 51 w 1 o YARD DRAIN WOOD I I (SEE Cb.l FOR STRUCTURE DETAILS) SHED i I 15.ch o ! ) w Q' iv \ SW .. pg 3433 SW NEW 32" HEIGHT RETAINING WALL'- i \ SSWSW X 2p' 7' (SEE ARCHITECTURAL DETAIL ON A2.02) 5.6 F EX 61., pE W A . SI ;', 17' 5 X WALK I -NEW SIDE X I o I�--b - ! ! PLANTER i i t PLAN BW / PROPOSED ' Wwt WW I I DASHED LINED I PLANTER BW 1.6 SW SW . � OUTDOOR �''- EW SIDEWALK `', c,? PAVILION FFE = 537.31 INDICATES A � � X � X I I POTENTIAL FUTURE SITE OF CHICKEN / SIGN Job Number: 19090 530.8 ��o AN ADDITION COOP ! ! FFE % SW / 543.2 �' BW BIRD HOUSE rn 1 FFE STORY BRICK 1 5' 0 ' 10' COVERED RAILING ! ! OPEN PORCH I`$1. TS OF V ON j (TYPICAL) i I AREA DENOTES BASEMENT � 1-1 / C. BW 21.4 / 530.9 / W WOOD STEP ED PORCH ( ADD ALTERNATE # 1- PTIONAL ) CO N p PRETREATMENT CELL FOR BI6FILTER Z STORMWATER �. ' (SEE SHEET C6.0) ERlc W. WOOLLEY LIC. NO. 3708--'� HATCHED MANAGED STEEP SLOPES FFE CO BW SEE ARCHITECTURAL PLANS F R DETAILS RAILING __ o 0 OUTFALL , f ! I � �0 6-24-2020 NOT TO BE DISTURBED) (TYPICAL) 41SSIONAL rn ( o SW 41.5 '�• to ��= 4 ! ! ! SSMH E • . • ..... RIPRAP SWALE �� - _ Date: December 30, 2019 WV Revision: February 27, 2020 179' - - - - April 17, 2020 June 24, 2020 -•- .� �.�•-• .� � - - - _ � � SSMH � / � ; � � IF - - - - - - GRAVEL ACCESS DRIVE WITH / / � RIP RAP STORMWATER OUTFALL SANITARY SEWER LEVEL SPREADER 61' LENGTH IF Scale: 1 " = 20' GRAVEL DIAPHRAHM WOODLINE HATCHED AREA DENOTES ACSA Sheet No.: LIMITS OF GRASS PAVERS (SEE SHEET C7.0 FOR DETAIL) (SEE SHEET C7.0 FOR DETAIL) (TYP. ) EASEMENT DB 3433 PG 261 --I- LEVEL 1 BIOFILTER WITH UNDERDRAIN TELEPHONE STORMWATER MANAGEMENT /' (SEE SHEET C6.0) EASEMENT DB 1592 PG 77 FACILITY EASEMENT / VIRGINIA POWER SIGN 20' 0 20' 60 FEET EASEMENT 1250' +/- TO C400 SCALE: " = 20 PROPERTY LINE DB 1595 PG 676 STATE ROUTE 2 SCOTTSVILLE RO 6 of 14 copyright © 2020 by Woolley Engineering OP= 37.2 1 V.= •1 FFE= FE=537.37 \ I I FFE=537.31' O x TR O BIRD � --� - - - - HOUSE ` I ` ` \ ` ` I \ \ \ \ ` \ \ I� \ � \ \ \ WOOLLEY ENGINEERING - TOP=537.00' + 37.29 IN 36 2 3-TWT 537029 ^Ob I CO \ \ I 24 O N p \ I q O �H v / 1 / TR \ \ J I I I 1 \ \ \ \ \ 1 1 i Consulting Civil Engineers g g 210 5th Street NE Charlottesville o Virginia 22902 1 ,� . h q • TR 0 3 \ MB I k TR \ \I \ \ \ \ \\ \ \ 1 ( 1 \ (434) 973 - 0045 1 .., . .. �,r .... - v? \ i 3 x / 't`^ TOW - 5399.59- \ --� X 0 x�. 3 4 / X TR 40 x D BL 2 4 \ 1 \ \ \ \ I \ I www.Woolley-Eng.com •9 1 _ I I I Owner: ..:.:.(_'� a� OW = 539.50 ` I ,� x x 537. 1' ACSA WATER � VTR 24 TR x 24 E M X � / (DTR 0 VERHEAD LI EXISTING VEP C 0 \ \ \ AS SHOWN IN DB 811 PG 6021 I I I279 I ' \ \ \ I I The Tandem School Charlottesville, a Virginia 22902 � / 3 537.13 EASEMENT \ 4 I TR 29 DB 3433 PG 261 I x 4 x x - 4 TR �. DW \ I \ I I I I \ 1 I I P: 434 296-1303 ( ) 1 I� P0SED�UTDOOR � \ ;.t. _.:• PAVILION 8- 1 FFE = 537.3 e I I J x 2 I 1 I x / TR x 4 I I I� MINOR I , i M€MORIML TR x I I 1 I I = TR \ I ! i x 18 TR 36 DW I x TR 1 -\ 549.0 I I I SITE PLAN AMENDMENT \ I 0.4 R i x x \ � I x TR FIFE /� x TR \ + 24 x 548.9 1 I 4.5 LPT 5 i OAK ' TR x 36_%R CEDAR 24 �15 FFE RCH x - 4.6' 555.3 0. \ 1 I I > FFE \ 1 \ I I I I I _ I 6.0 \ 1 \ I I - - OAK I x 18 - _ _ 1 - /� TR _- - 555.3 �/ © 12 -- x TR 3\ x x ° I 1 / 1 \ I I I I I I I I I I Q _ z _ - - - -- -- - __ ---- - _- -- FFE \ 4 1 i / x R X ° I I I _ __ -- WVT0 I _, DW 44 - M i TR TR 8 TR O 4 549. CM x \ '1 W A ROXIMATE LOCATION OFOBR II I 110� 15' VIRGINIA ELECTRIC & I I I IIII II � Q BR FFE x CM 6 � / II G BL ER COMPANY EASEMENT II o D 1650 PG 281 I I I I I I Q O I I I I I I i 'S � FFE � FFE 5.5 / I f x TR 548.3 15 FFE 549.1 �- � C"1 1 I I I 1' W Q W m - LOCH N-61' n " `-� _ I Q \ - 548.3 FFE 0.9 \ APPROXIMATE 549 POWER 2 �VIIA�CECTRIC & FFE PO COMPANY SE In i 548.E \\ FFE I I I I 1 1 1 I I l n1 O '_ '--` _ _ " 552.8 DB 8�N-PG�4 I 11 1 i FFE �_- 4/ EXISTING COMMUNITY HALL 37 2 / I I BUILDING 537.2 I I / 1 ' L z s GM - FE FFE i I I OP= 37.22' FFE = 537.31 0.2 1 _ V s / TR I P FE=537.37' I , - V YD 1 1 I FFE=537.31' I 111 1 l Q \ s\ � TR 541.4 � % 3 � � CO TR TO AL IELD VERIFY LOCATION OF EXISTING ROOF DRAIN LEAD S / X TR 24 \ \ \ . s \ \ TR s � TOP=537.00' 30' - 3/4" C PIPER PIPE s / SSMH C I INv.= 6 2 3° PVCj E CONCRETE SIDEWALK �Q E� s i / 1 7 S ter- \ � s - \ 8 O I ` s i 7A I 1 \ . - s CLEANOUT YARD (SEE Cb.l FOR DETAIL) _ 0 \ s s x 2 -- \ �� s s TIE-IN EXISTING PVC STO� M DRAIN PIE / TR s s �! s R KNEE WALL :°P. x TR I % ' NEW CONCRETE SIDEWALK ` I I I� l SITE s TR 5.6 I J s i II --� �X _ I 111 l TR x _-- s 4 CM I 1 s I I I I 1 PLAN 20 x TR x 0 /��� TR N r � 0 ROROSED�UTDOOR L? N X O I I ti I I Job Number: 19090 x / \ / L \ U / / PAVILION o� TR '` I I' I �FFE - 537.3 SIGN 1.6 N i _ s c iQ 530.8 /1 183'- 6" P C & 108'- 8" PVC FOR ENTIRE RE CH I TR 15 FFE x� I O (SEE Cb. FOR SEGMENT LENGTHS)�9 TR I BRD HOUSE 54 FFE J I \ I ! x OAKNT 6 \ I V ! RIPRAP - 6" N11N. SIZE AGGREGATE / I I I I 1 TS OF f 15 � 4, 8 sf PRE-TREATMENT CELL 14 CHERRY I - z�C.' OAK _.s - - -_ Q 8" CH xx , 1 1 ° C. _-- 8" PINE x g„ LCk / ERIC W. WOOLLEY LIC. NO. 3708 ' .o x �o�� - � 530.9 '- - FFE CO JA J � I � _� -o < _ _ � 6„ PINE x � x � 1 - - 6-24-2020 \ \ x - APLE 1 f I �_ N � � I I 5 -P-9P. -h- - -- 11 " L� / 6" D. s � 0 NAL \ " N (D �\ �� \ OAK _18 - - _ S L s 7" CED. / �4MH//Ex I _ I- -- �- S-� \ \ \ T -- ; _- M-s 1 _ � PLAN -- -�- - - ---- �_ - -S °Date: s _ 1 PIt s \ CED. / December 30, 2019 Revision . - it, ARCH - - N - -_ FOR --CONNECTION G � - _ _,- - _ _ � _ i- - _ - - -" _ _ � - -- - _ _N" - / s E S S g„ pj / WV February 27, 2020 April 17, 2020 H _ s - -- -- - �, �,�, w _ s _ S S __�- s - - OAK 6„. - _ -�- _ Of 1 - � June 24, 2020 51 - _ s -Ss _ s - s ` � � 5" POP. 1 -�- x - 7„ POP. x / - -/ „ 18 / HDP c \- - - GP s - No _ _ G S s - 1 _ - - � 14" LOC. - � _./ - x - POP _ - - DDt. 2/ P4P. _6„ „ II ' POP. - 6 ALANTH. 6 HIC. 10 PAULYJNIA- - GAS„� GAS - POP. �F Scale: " L GAS GA � � GA - 193' - 6" PVC FOR ENTIRE REACH ACSA SANITARY SEWER 1 FOR SEGMENT LENGTHS) (SEE Cb. DB 3433 PG 261 EASEMENT _ �� x � � 8 ALANTH. 10 PAULO x 8" ALANTH. 10" OP. � - / � � 1 - 2O� Sheet No.: _ - / RIPRAP OUTLET PROTECTION _ / i / \ ADD GRAVEL TO EXPAND C APRON, MIN 0.5' STONE - - 08.8 18" HDPE \ EXISTING GRAVEL DRIVE ADD 4" FRAME AND COVER TO EXISTING SANITARY SEWER CLEANOUT. CUT FLUSH TO \ FINISH GRADE. SDMH LEVEL 1 BIOF1285 WITH SHEET C6.10) ( TELEPHONE EASEMENT SIGNDB C5.0 1592 PG 77 PROPERTY LINE LEVEL SPREADER 20' 0 20' 40' 60 FEET - 61' LENGTH VIRGINIA POWER EASEMENT \ \ (SEE SHEET C6.0) DB 1595 PG 676 SCALE: 1" = 20' 7 14 of copyright © 2020 by Woolley Engineering 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 Storm Profiles (434) 973.0045 www.Woolley-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 co 10 MINOR r. 540 540 SITE PLAN CD AMENDMENT CD s=IlEj-0 ---- LO LO 00 O 0 Q >Q CD PipeO Z o J�/ - w U-) 1-0 L0 CL Ilk U�� ♦ ^ Q v�J\ w I -41 Q Q Z w 0 co co W m J Q LL n 1 ILL O W � Z Length (ft) 0 ,� 0 0 Z U Q Sanitary Sewer Profile Sanitary Sewer Profile Storm Schedule UTILITY PROFILESLl 1,-\ Job Number: 19090 TH OF ERIC W. WOOLLEY � -0 LIC. NO. 3708 �0� 6-24-2020 �rV 4- n10 �S Cs� SIONAL E� C O O O O Date: N April 17, 2020 W W Revision: June 24, 2020 Note: All bends and Wyes in the list above and in the storm profiles are fittings that are to be Scale: sized to match the connecting pipes. As Noted Sheet No.: C 6 . I Length (ft) Length (ft) 9 of 14 Pipe Fitting (typ.) 545 545 Pipe 4 - 4' of b" ° rn � � � � °' PVC @ 1 1.26% �, � 00 ,� r, � � �, °+° °+ 540 � � � N ,� � �� m� 540 �O �N co u n Pipe3-11'ofb" o„ oN wN wN m � m PVC@5.93% m° 3� m� 3� 3� - - -' "33' �f ----Pipe 535 Pipe 2 - 3' of b" � 6- 4.65% C @ 535 PVC @ 1 1.65% pipvC @ 5.26�° - 530 � � �� � 530 i o o � � II � O O 00 �� ,o �� � � II II II II Q Q � OnJ�o Oo�O �p,Q�i II II II II Nch c���� OOQQ Q Q - - 525 °' 525 O � 6 a� a� o w P\pe,� Pipe 7 - 3' of b" PVC @ 3.23% W cnQ'O�' , 520 520 C .O 515 0 515 c4i O � O � � � O � O � �° N N �= 5= II Q � II Q II 510 �N 0 O� � D N O �N O 510 20+00 21+00 22+00 545 545 EXISTING GRADE (TYP.) � 0 0 0 0 0 o CO o� o� CO �O M �o CO � oo �•-> o� O� �O �n � o: o: � �o `0 �p r� � � cy cr, o� 00 �p � I� CO PROPOSED GRADE (TYP.) � � II > `0 I� � � o�., � CO o�.. O� �D oo CO � �` `� `� � II Pipe 10 - 1 `�' of 8" II II � II � II � II W + II � II PVC @ 4.80% N O O N O � N O N N O W N N '- N O �� •- N N N N O II w w II w II w II w 0 II w oil w O � II W � I W � II W � w Lu �cntY�cn� �cn� mcn� mcn� Ors �-- Pipe- o+ 535 0 PVC @ 10.63� N � PVC @ 2.09% _ 535 o �- 6" o+�N �� � of 6�pVCmN.G@q93�� N 530 - - �000 o0 00 CO � oo �� IL IL � � I __----- @5.%2�° - o00 00 00 �'"��'"� 12-2'ofb" 0o NN �� <`'>� II o00 o00 �� �,n r --"_ $6' Of - o;aa o�o� `n"' II II PVC@ 15.65� NN �n� "' o;o;o; Pipe 15-22'of Pipe 17- 18'of � pipe$- NNN �� �� II II ��� b"PVC@4.45% ��, 6" PVC @2.05% � II II � N � O II II 525 ��.� ��_ � � rN �, �, � II �.�_ 525 Qom aa� �� Pipe13-12'ofb" mo IL IL �a-� PVC@5.25� �� i > � 520 � 520 M � C � O � � O � � C 515 � 0 515 � 3 00 O c� 3 O ao N O N � II U� � II _� � � � O o� O c� N �� O N �' N _� � O N �' N N '} II U � Q II U � � II Q II Q II � 510 � � � �� � � � � 510 23+00 24+00 25+00 26+00 540 EXISTING COMMUNITY 540 HALL BUILDING PROPOSED GRADE (TY _ 535 530 � e 530 E ISTING GRADE (TYP� ' b�o 525 ,''� „QJG@l 525 520 520 515 U APPROX. ELEVATION c o O � CONTRACTOR TO FIELD VERIFY 3 0 _ U o � 510 � .o � � �' � � •� �, 510 c o � � 3 O CO � ri •� ri � � � .� ri O O � ao � i3 �o O O� N N N r� X � Scale: �o 00 �o �o O� � o � m II � m v, II � � � II � -� � II � � II � Q o � � � � Horiz: 1" = 20' 505 w �� � �� ��,�� �� Wcn �� X Wtn �� 505 10+00 11+00 12+00 U O 540 �' 540 PROPOSED GRADE m FFE = 537.31 535 ,--' 535 ' XISTING GRADE 530 ' 530 JG 525 525 520 520 515 3 0 515 � U 510 � .o 510 Qo 0 U 00 r a N o c r+, a 3 II s= r+., � r � II Q Scale: Vert: 1 " = 5' 505 � � � N Horiz: 1" = 20' 505 13+00 14+00 15+00 Str. # Str. Type Rim Invert In Inv. Out Downstream Pipe 1 ES-1 519.50 - 519.00 b" Outfall 2 45° BEND - 529.90 529.90 109' - b" PVC 3 WYE - 530.10 530.10 3' - b" PVC 4 45° BEND - 530.70 530.70 1 1' - 6" PVC 5 WYE - 531.00 531.00 4' - b" PVC 6 WYE - 532.50 532.50 30' - 6" PVC 7A 45° BEND - 534.00 534.00 33' - 6" PVC 7B 45° BEND - - 534.05 3' - b" 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 1 1 WYE - 530.00 530.00 19' - 8" PVC 12 WYE - 532.20 532.20 53' - 6" PVC 13 45° BEND - 532.50 532.50 2' - b" PVC 14 45° 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 copyright ©2020 by Woolley Engineering 0 SEWER SERVICE LATERAL. CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE SQUARE TAPERED LANDSCAPED UNDER * THOUROUGLY AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS POLYPROPYLENE CATCH WOOLLEY ENGINEERING AREAS HARDSCAPE COMPACTED BY HAND OR APPROVED INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE THE BASIN (RISER) W/ U.V. Consulting Civil Engineers LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN INHIBITORS. 210 5th Street NE MECHANICAL TAMPER TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED SEE PLAN FOR GRATE WIDTH Charlottesville Virginia 22902 //, ' TO THE MANHOLE. (434) 973-0045 e www.Wooll-En .com y g BACKFILL SHALL COMPLY =/>%/ \�\`�\\\�\I=I I=III VDOT 21 A CRUSHED GRAVEL, �\\hI=III=III=I / 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL WITH LANDSCAPE PLAN �/ \\\�; I I =) I -I I COMPACTED TO 95% \� ` BE CONNECTED USING A PIPE SADDLE. SLOPE SLOPE Owner: &SPECIFICATIONS MAXIMUM DENSITY \\\,I=I � I=I � I=I / I I I -III -III v=I I I I I I I / MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 3•\i\\ i ii i 1 �\\ CLASS I BACKFILL IN _ _ 1II-III-III ACCORDANCE WITH III=I I -� I!I III- 2' I INITIAL BACKFILL * ` (1/4 PER FOOT } � i�\\�� \\\� =\\\=i\N �\\ i \i\\ i�� \�\\=\\\i=\\\; CONTRACTOR SHALL The Tandem School 279 Tandem Lane SECTION 302 OF THE I =III I I MIN.I (6" LIFTS) VDOT ROAD 8. BRIDGE D +12" SPRING LINE OF PIPE 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN �\\\�=\\\i-= \\ ii \\�\\\�=\\\ii� ii \\ COMPACT EACH LAYER OF BACKFILL PRIOR TO Charlottesville, Virginia 22902 SPECIFICATIONS II, .II_ =11=11 HAUNCHING TJ DIAMETER OF 4 . i i ; \\�\\ ��w �\ \� i\\\ \` i� i �� i �\\� � i\\\ \ � INSTALLING EACH EXTENSION RISER P: 434 296-1303 ( ) NOTES: ` '+ STONE 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF FEET. \\� \\� 1. WHERE ROCK IS ENCOUNTERED :•' BEDDING DUST PIPE SHALL BE INSTALLED ON A ' "°"`_`4;';'::>:-''"` '` \� \\\� \/�\j�x �j�Xj��j��j SQUARE TAPERED MINOR (4' MIN.- 6' MAX.) MINIMUM 6" BEDDING OF SALT �\/�_ �\�/\�/\� �� �� \��\��\��\� / POLYPROPYLENESITE PLAN CRUSHED STONE. FOUNDATION (SHALL BE 2. FOR COMPACTION OVER PIPE REQUIRED WHEN SOIL TREATED //�/ CATCH BASIN W/ U.V. TRENCH USE APPROVED HAND �\� /�/�//// CONDITIONS ARE UNSTABLE.) 2 X 4//�//�//��//�//�//�//�// FINISHED GROUND MARKER ����������� ��� �P% �������� ���j INHIBITORS. AMENDMENT OPERATED MECHANICAL '"�ll�lll / �m io _=�==���� TAMPER. VDOT #57 GRAVEL BASE 4" DEPTH X>>1 � STORM DRAINAGE PIPE BEDDING & BACKFILL j�\jam\jam\j N.T.S. x O PLUG END OF M SERVICE LATERAL SECTION �j\�j\� r� /�/�//�/ \�j\�j\� COMPACTED SOIL SUBBASE O Z Q� - . , t, III III III III III III III I I III I I THREADED PLUG BRASS CAP CLEANOUT ADAPTOR j -III Q) w J FINISHED GRADE NOTE: CONTRACTOR SHALL INSTALL $'WEEP HOLE IN EACH Q -- - BASIN PER MANUFACTURER'S CORNER Q ADJUSTABLE VALVE BOX SPECIFICATIONS. Z IN LINE WYE--TEE w Q w IU VDOT NO. 21A STONE 3" PLAN J Q YARD DRAINS 6„ VARIES N.T.S. LL Q) LL -� o 4" PVC PIPE v , REDUCER (IF NECESSARY) SERVER SERVICE LATERAL CONNECTION LU Z WYE "Y" TEE N.T.S. •_ o FIG. S-2 Z� U Tr) 1 2 3 4 _ 5 s 7 8 NOTES: _ 1. SUB -BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. o Q 283 9.11 STORM DRAINAGE CLEAN -OUT DETAIL (TYP.) 2. TYPICAL SEEDING OR HYDROSEEDING METHODS FOR GRASS GROWTH ARE ACCEPTABLE WITH TRUEGRID. ��548.3w. N.T.S. A 3. SOD CAN BE LAID ON SOIL FILLED GRID FOR IMMEDIATE GRASS(TYPICAL FOR FIRE LANES) A AP RP OXIMATE IV u FFE 4. FOR HIGHER TRAFFIC INSTALLATIONS, RECESS SOIL LEVEL WITHIN TRUEGRID AND SEED OR LOCATION OF 15' VIRGINIA ELECTRIC 23.S >c GENERAL PRESS IN SOD SO THAT TOP OF GRID IS AT SOIL LEVEL. & POWER COMPANY 548.3 5. GEOGRID MESH OR GEOFABRIC MAY BE REQUIRED BETWEEN SUBGRADE & SUBBASE FOR CERTAIN SOILS AND SITE REQUIREMENTS. Ak EASEMENT DB 811 PG so4 4.0' FFE DETAILS SPECIFIC EXISTING 6. FILTER FABRIC MAY BE REQUIRED BETWEEN TRUEGRID AND SUB -BASE MATERIAL IF HIGH COMMUNITY HALL 537.2- FFE=537.37' BUILDING FFE 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-20/HS-20 LOADING. 1111II1I � �� �540.2 O 8. NO STAKING TYPICALLY NECESSARY WITH TRUEGRID PRO LITE WHEN SLOPE 20 DEGREES, ASSESS PROJECT AS NEEDED. FFE=537.31' Job Number: 19r: 090 9. TRUEGRID PRO LITE IS ADA COMPLIANT WITH PROPER FILL MATERIAL. TRl1EGRID BLOCK REFERENCE VIEW 74.0 10. FINAL ENGINEERED CROSS SECTION AGGREGATES AND DEPTH SHOULD ALLOW FOR EXPECTED INFILTRATION RATES, PREASSEMBLED & DELIVERED STORAGE CAPACITIES, OUTLET FLOWRATES, AND OTHER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS. IN 4' X 4' SHEET. RECONFIGURED OF B 11. THIS CROSS SECTION IS FOR INFORMATION ONLY. AS NEEDED. NO EXTRA TOOLING OR ACCESSORIES REQUIRED B �NH p _ or r / 5" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WIDTH VARIES, SEE PLAN SOIL RECESSED TRUEGRID PERMEABLE GRASS sul3-B14sE 118"-1/4" FROM PAVING SYSTEM (SEED OR SOD) 3/4' OR 1" CLEAN WASHED ANGULAR STONE ADJOINING FINISH GRADE TRUEGRID i ERIC W. �YOOLLEY WWF 6X6 - FOR DETENTION CONSIDERATIONS. SURFACE FLUSH OR SLIGHTLY TOP OF GRID LIC. NO. 3708e - W2.9 X W2.9 - LIGHT BROOM RECESSED SEE DRAWING TG-EDGE-OPTS FOR EDGING OPTIONS PROPOSED OUTDOOR PAVILION �0� 6-24-2020 FINISH FINISH GRADE - :' / � FFE 537.31 gI 0 4' :1SLOPE % � A Q b p II Date: SAND/GRAVEL BASE MIX COMMON _ %/ /r - 611 GRASS 6.0"MIN - ? WITH_ASS FILL APPLICATIONS / // December 30, 2019 6" COMPACTED AGGREGATE 1. 3/8" EXPANSION JOINT °r!m v01D SPACE FOR �ETENTIO III - _ _ CLEAN UNIFORM, ANGULAR BASE STONE MBASE - - - - - - - - // / - // C LIMITS OF GRASS PAVERS Revision: February 27, 2020 - VDOT #21-A 2. SAW CUT CONTROL JOINTS, MAX 6' O.C. - - - - --I" EXPANSION JOINTS MAX 30' O.C. COMPACTED SUBGRADE 3. WHERE SIDEWALK MEETS CURB WIDTH - - II-i�`-- -j�' II- PII�I �lii11=nI-I1-1T1 II-9n=11i-11o=1u-III 'Il�ir!II-1-11 1 TI-,T1'I�I-�i-1-I r !. = -. I_I - - n-11= - 1 ,! _ _ 1,- _ _, _ 1= 1-I I - JAL �Ll L1 lII III p lll I Jill H 1=1 4 F-LI I - - - - - - -' - - -' - - - - --I -I =i I - I I -I I 1=1Il 1= I 1-1 1= Iu i 11-1 I I-1 1 L _ _ l _ -_ I__ 11-11I�Ih1-jl II=III-II�IL--,- - I-nl 1111-ii1-1-Y=11i T-III-III-1-1 II-ITi_ / f1 Ll -�_� �I -1 _-11 I-1 I - I i_I I Il n ! - - i 1- rll� _ - EIS = _ >< / II���-gI-I�I1�111-III�ILI1-; A ril 17, 2020 June 24, 2020 C B R = 10-1TEI SHALL BE6 UNLESS OTHERWISE NOTED. _ _ _ _ -u-I VII _ ___ _ ___ _ ____ _ _ ___III-III='11=11FI19=I-1-_-11=i-1 - �IIII - 11� 1 !- - - - - - - - - - - - - ! 11=11 �I 91-111� - - II!I=-II-,II-III-I_-I ��=IIaIVhIL�=II-II-II=III-11�-1V�IU�IIc�lh 4. SCORING PATTERN SHALL MATCH EXISTING. 5. CONTRACTOR SHALL MATCH THE COLOR - _ _ _ :!_ _ _- ,__, ______!_ -III IY!�11-III=II]-I _ _ _ - -_ 11 PREPARED =>�=1 I-1 I I- - - I- ;- :- - ,_I - I- _ _-1 :- --11-1 _, Y �1T(=1 d _,-J-I -I _ 1 i- SUBGRADE dll, _' I_II)-Ii-II. II -I I -,II -III-: v=uiu._ 1-:II-11-:,--II-II-1:1-1.-1,1 1.-1Lu L- -IZ- _: 111 II I-III=III-uI FOR PRICING OR ORDERING. CALL 1-$35-355-GRID (4743). IN STOCK. _I GEOGRID MESH OR GEOFABRIC FACTORY DIRECT. II YII=III Ia -III lumen -III II OPTION LOCATION: VI1 ��Ig�L11 UM I TIfI 111 = ]T�-111 L- / SEE NOTE # 5 OF THE EXISTING SIDEWALK. IY1=1T1=111-11I=iTf=111=111__.[I 1! -_ 1....11; a _ 111 __; ._111__r;_I _ __;n-_u __ ,I__1u..r _._ 1 u_ , :_I I...I ,__I 1 _, :..._ II__ 1_-_,1 __, _:a-_1, _ __ :; ll=111=L9=111=111 1=W=1Js�li=ll=ill 11=11==LrL1=111=LIi LY=J1=ffj �E ll f1=1L=�1=W L=Yll=1I I=LN=LI=W�J1= -Ill-ll-1L li 111 LQ= I I I J1-I e I-III-J 1I-III-III-I I -III -III -I I.-III-1 ll lI-I 11-1 I I -III 1-J I L-i I -1>�-I I -1 I[- I 11- I I -I Il-�-I tl I -I � F I I I-IJ-I � l- I-1J I I- I[ -I I H I Y- I L I -L- - -- __ -- - --LI --_ - --I _,.._.. I .,1 _..: n ._I.,_-_ __ l;_;, __ 1 1, If I -I II-1T1=1I =11�11 L1 11=L11=11 111=L=W=LLIrlll lll=Illyd=111= I I � -1q-[-IL-[-� I I � I- O I -I I III-1 I1-1 I I -I I -I I-101-1�-1 I I I �L-1 I / -- - -- --__- �° SIDEWALK DETAIL Scale: As Noted N.T.S. APPLICATION EXAMPLES: GRASS FILL - HEAVY LOAD 1-855-355-GRID (4743) CLIENT/PROJECT - Y7 DRIVEWAYS UNLESS OTHERWISE AREISWHESO: � �� ��� IVir�,l✓lE: IN DIIAENSICNJSAREINIBVCHE5 APPROVAL PROPRIETARYPES$LGNRrWSNOTICE INFORMATION D Sheet No.. RV PADS TH DESM,N WASOFNGINATED RY AND IS T-fty. peo�dY. trueM NleemlrenmeM. - THE EXOLUSVE PROPERTY OF TRUEGRID. aAIi+MA4': m - OVERFLOW PARKING I ISCNSMQSEDINCQWIDENCE TRUEGRID PRO LITE YSI'HTHEVNDERSTANDINGWTNO J.T*thyy RM9 �7 REPRODM*NOR 01NER USE OF 1HE GRASS FILL 00 ORIGINAL ISSUE Jj ,IT GW 113/2019 DRAM APPRGu'Ed DATE REV 1 INMRMATION ISAUrHDRIZEC'.'ATHOOF 601a mx-- WECIRCAr,%E EENTI VMTING BY J.TWe w=19 HEAVY LOAD U S A - REV ° o WNNGa`� C. whb 19 p TG LTE-GRS HL qp � C790 REVISON TRUEGRIDPAVER.com J - ilEGff SaVLE 1: I SHEET IDf 1 1 2 3 1 4 5 6 7 8 GRASS PAVER DETAIL SCALE: 1"=20' 10 of 14 N.T.S. copyright © 2020 by Woolley Engineering OAK 48 OAK 10 0 TR x WOOLLEY ENGINEERING 24 FH(DO X Consulting Civil Engineers 210 5th Street NE V TR Charlottesville - Virginia 22902 TRx 3 D 3 TR WPF X TR 40 x DBL (434) 973.0045 www.Woolley-Eng.com X / \ 24 SI 1 X I Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia SIGN O TR x SW SIGN PAVED I ° x x x 24 E M X GRAVEL TR TR SW DRIVE ACSA WATER £TRO TR CG2 EASEMENT EA 3433 PG 261 TR I I424TR x 4 x ODW TR 12 15 1 22902 P: (434) 296-1303 SIGN SW 1 O SW I 18 X TR x TR x SIGN k j 40 J ,� SW MEMORIAL Q. MINOR r� M AG x TR (D SITE PLAN V SIGN 48 I TR £ x TR 18 36 DW )(D TR 1 549.0 #3 AMENDMENT 0.4 R x x �� 15 FFE FFE FIR �BUI I HCP SIGN x TR SSMH � TR 05) x TR 2 548.9 ' I SW 48 FP 4.5LPTx TR x 0 £ TR 36� " R ° CEDAR �15 FFE RICH •4 4.6' 555.3 0. 0 24 FO I WELL FFE I £ PAVED DRIVE HCP SIGN SIGN 0 #295 O TR 2.5 STORY BRICK WITH x 6.0' l I x ° O I " I SW BASEMENT 555.3 FFE £ CONC� x 12 f TR x x x x 3 x 1 x x � x R ° ° I I T Q O L W " SW 1 X _� x 3 I = r `./ .1 550.7 FF� WVT DW PF X x(D \ SW WW FFE BW 44. M TR TR 8 \ x BW CM BW .,. CONC. � M S x T1Q r" 8 x 4 f I � ♦ /� v J LU J TR WW �, BW 0 x f A ROXIMATE LOCATION OF� �/ )TR4,549. WFFE 15VIRGINIA ELECTRIC & 6 \ ER COMPANY EASEMENT I Q SW x CM SW G / p BL CI o { I DB 1650 PG 281 z 5 1 FFE -P 5.5 P FFE #279 , £ TR 548.3 x 15 N FFE rn I I ' I LJ L U m 1 STORY BRICK AND 549.1 FRAME B G � � ' CO< C�. METAL I i 1__L Q APPROXIMATE LOCATION OF ELECTRIC & x _ 548.3 TRAILORLL LL nn11 548.3 FFE 0 9' 549.2 15' VIRGINIA FFE POWER COMPANY EASEMENT BW GRAVEL FFE I � W 0 O WW 552.8 DB 811 PG 604 I i FFE BW 41.4 EXISTING COMMUNITY I BUILDING HALL WOOD S 537.2 , I ' I i W O z GM J. FE FFE OP= 37.22' FFE = 537.31 540.2 \ v WOOD SHED, i Q O TR #285 _ 1 FE=537.37' YD I ' U x 2 STORY SPLIT LEVEL CINDER BLOCK BLDG 1 y I ' Q CONC. ON BASEMENT TR FFE=537.31' y W WP ' I I TR 541.4 PATIO 3 �0 s E T O SSMH C 6 \ W X TOP=537.0 ) INV.=5$36.72' (3" PVC) j �' �' y � � y y �" �" ,�, .y �Y W I W W WOOD 24 O ` O 3 SHED cn Cz TR x 20 SW.� N SW J DTR 1 5 SW X TR X x X x x 10 X >c TR £ }' W y y _ W W v LANDSCAPE SC TR 5.6 5 "1 ' x CM `�� x 10 .. . ., :. W . y� W y�� X X I PLAN TR 20 BW CM W £ y IV y PLANTER WW ' x TR i ® i TR p :'.M; _ , :,. W W W y / W PLANTER I / Job Number: x 0 PROPOSED OUTDOOR . BW SW x PAVILION TR X- x j// W W I ' / SIGN 530.8 SW y y FFE = 537.31 y W / y y 6 x CHICKEN I 19090 TR x 15 FFE SW 543.2 y t / y W W'.... _.. / ..;...::. / // y x ti COOP y .� / TR / r BIRD 1 BW W I j/ g Existing Treeline ' HOUSE STORY FFE BRICK x OAK W y �£ W y ; '` 41 jj j / I TH OF Pj 1.5' ON 15 y WI W R� BASEMENT j/ / // IV IV 14 .�HERR�I 8"�'CHER�Y '�` �"0*8" �. y � ERIC W. WOOLLEY BW "C4V.y HATCHED AREA DENOTES APPROX. / / /%/ %/ ///%//// , *0 � x 1 OAK W W y Z6 y � ' W W y -P�E 6�QINE "LOC.9„ LOC. J i� LIC. N0. 3708530.9 �o�� 6-24-2020 FFE BW JAP LIMITS OF LAWN TO BE SEEDED CO y y y y W y y y--/ -- SS'rONAL x MAPLE SW .V £ � y W y y W W IV 45" PAP. W 'V 1I,„ LUC 6" ED. x TR u.y Ji �'OAK� W .y .y �Y W W y y 1 Q y IV W `Y `Y y W \Y y `Y L y W `L IV `Y `L W J W `Y �� y W �Y • �Y �Y �Y o 7 CED. L I ° SSMH E Date: _ U _ _ �Y �Y �V J, Y 6 ❑ ❑ y, .y �.y M y � y y y W M W W-1- -- - �l W �Y �Y J, �Y �Y �L y �. �. ° --- 12 PINE December 30, 2019 Wl17 M-- - - - .� ° _ 6 CED. PINE Revision: WV - - - - - I I February 27, 2020 April 17, 2020 - �I 6" DBL. PI June 24, 2020 o i _ :+,^ S._ _�- _ - - - 12" POP/ 18" 51 HDP c�� -- - -�`--- IV y -= W_�--=---- - -- _ _ - - ___-- --_- - �_ --- ` 1i CO _ _ G SSMF� - _ GPS W --_�_ GAS y 1 OAK 1� POP. W W - 14 LOC. - W y y W y SOP 17 POP.10 r DBL. 22 PO - --=-�.- -- -------- _- -- - S AS �, � -- ,----_---- _ W -�_ ,GAS + -b� - H 0P.� - --- ------ -6" P U 4' P i „ ALANTH. - - -- - -- '-- - -- - 6 ---.___- x POP.Scale. ---_----- -- -- -- - - - -. -- �� - NIA ---------_�---'•---�� GAS � GASW w y y w �v w � .v w w � -_ v 30" t- -_- ------ �---------------��AS J �- GAS W W ACSA SANITARY EWER � W EASE ENT IF GAS W y y DB 3433 PG 261 8" ALANTH. 10" PAUL0 x 8" ALANTH. Sheet No.: W WOODLINE � HATCHING REPRESENTS 225 LINEAR FEET OF 20' (WOO PROPOSED TREELINE \508.8 WIDE GRASS PAVE TURF REINFORCEMENT BIOFILTER PLANTINGS: SDMH 18" HDPE (SEE DETAIL SHEET C7.0) (2) RIVER BIRCH (2) DOWNY SERVICEBERRY TELEPHONE EASEMENT SIGN Ll DB 1592 PG 77 10' 0 10' 20' 30 FEET 1250' +/- TO 00 GROUNDCOVER PLANTING MIXTURE VIRGINIA POWER EASEMENT STATE ROUTE 2Dg � (SEE WPO PLAN 202000001 FOR BIOFILTER DETAILS) 1595 PG 676 SCOTTSVILLE RO SCALE: 1" = 10' 11 14 of copyright © 2019 by Woolley Engineering