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HomeMy WebLinkAboutSDP201900081 Plan - Revision 2020-08-01TANDEM FRIENDS SCHOOL MINOR SITE PLAN AMENDMENT SDP201900081 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 some 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 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) MINOR AMENDMENT TO SDP 7 9980008 7 ALBEMARLE COUNTY, VIRGINIA SCOTTSVILLE MAGISTERIAL DISTRICT 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 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 P FF�l 5 � 3 O J 10, v 4? �o +i O � 9P� RD RO�TE2o) SITE SCO.gVll� pFB e�F �R SCALE: 1"= 1000' SHEET INDEX ❑ C 1.0 Cover ❑ C1.1 Site Development Exhibit ❑ C2.0 Existing Conditions Exhibit ❑ 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 C7.0 General Details El L1.0 Landscape Plan ❑ ES1.0 Erosion and Sediment Control Narrative ❑ ES2.0 Erosion and Sediment Control Plan ❑ ES3.0 Erosion and Sediment Control Details ® Filled Box Indicates Drawing Included in Set LM 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville. Virginia 22902 (434) 973.0045 www.WooBey-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT J O o -� Q E Z o U �; J Q Z LLU Q LU co 1� Q LL O W Z ® �Q O Z U F- COVER SHEET Job Number: 19090 r'0*11`114OFvrr ERIC W. WOOLLEY 9 LIC. NO. 37088 _. G J'ONAL �% Date: December 30, 2019 Revision: I Scale: ne As Noted Sheet No.: C1.0 copyright © 2020 by Woolley Engineering 1 of 14 �1 I I I I I I I I I 1 I I ¢IF I I I I 1 I I 1 I I I I I I I I I I I I 1 I I I 1 I \ 2 I I I I mw I I 0 RESOLUTION TO APPROVE SP 201900007 TANDEM FRIENDS SCHOOL PAVILION NOW, BE IT RESOLVED that, upon consideration of the staff report prepared for SP 201900007 and all of its attachments, the information presented at the public hearing, any written comments 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 201900007, subject to the conditions attached hereto. as* 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 recorded below, at a meeting held on April 15, 2020. Clerk, Board of County Supervisor Aye "a Mr. Gallaway V Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKeel Y Ms_ Palmer _Y Ms_ Price _Y S1' 201900007 Tandem Friends School Pavilion Special Use Permit Conditions I. The development of the use shall be in general accord with the concept plan entitled "Tandem Friends School 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 Minor 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 enrollment may not exceed two -hundred fifty (250) students; and 4. Amplified sound from the pavilion will be subject to maximum sound level regulations as provided in County Code § 18-4.18.04. Amplified sound is prohibited beginning Sunday through Thursday nights at 10:00 p.m. through 7:00 a.m. the following morning, and beginning Friday and Saturday nights at 11:00 p.m. through 7:00 a.m. the following morning. Unamplified 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 _ -�- 24 g47' ► I I I 1 I I 2. SDP199600118 - 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 F 6. SDP199800119 - Tandem Friends School Minor Amendment - Sports field, access and parking for school 7. SDP199900058 - 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) 40' 0 40' 80' 120 FEET SCALE: 1 " = 40' THIS EXHIBIT IS FOR INFORMATION PURPOSES ONLY 0 10 WOOLLEY 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) 296-1.303 MINOR SITE PLAN AMENDMENT J O Q O z U 7C); W J Q< Z w owp J Q LL • � LU 7 Q O z o SITE DEVELOPMENT EXHIBIT Job Number: 19090 OF ,xIC W. WOOLLEY LTC. NO. 37081Y 7-28-2020 ZrONAL S/ Date: December 30, 2019 Revision: February 27, 2020 April 17, 2020 June 24, 2020 Scale: 1" = 40' Sheet No.: C 1 0 1 2 of 14 copyright © 2020 by Woolley Engineering I �1 fI I I 1 I I I I I I I - / BWF \`I ucet ___gFaucet Faucet i - BIRD HOUSE BIRD HOUSED _ ___---- - � Q 2 - - - - OBAT HOUSE \O p - _ ---- - -- _ - - - - - - - _------------------------------- -- -\ _-___- - _ r-___ �� ----- - ------- --- ----------------- ------ ------ E - - - - -----------'------'----- ------ - 2 �\ - 15� HDP 523. -- -------- -----' ---- PE - - - - - - ----- p0DODO -� \`\ ST,(TYP.) - - - - - - - - - - - - - - - - - - - - - - -O41MAPS- OOOOOU'6 O �2 _QOOOOOORivE--------- i MAP 5 - \ - 6O _M CE------ `---___D AR� \; g3,3-_ _' _------ ` CEDi �P xxrT� OP CEDAR 24 LAR 24 CEDAR 18V --- \ I 1 \ I 1 \ \ \ I 1 � \ I 1 VARIABLE WIDTH \\I PERMANENT 1 1\ SIGHT DISTANCE h\ EASEMENT \\ DB 1590 PG I 1 434 AEASEMENTCSA R VARIABLE WIDTH \\ PERMANENTG I DB 3433 P261 SLOPE -�_I \ I \ EASEMENT DB 1590 PG /^\\ 434 I \\ - `\I ` \\ LS II 11 101.7' `-\ - _ CEDAR ---___ ATER TR 24------- - ----- \ / \ . 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PREPARED ON 4-10-2020, BY KIRK HUGHES & - - N0. DIREC110N DISTANCE THE NAMELESS ONE LLC. ASSOCIATES LAND SURVEYORS AND PLANNERS 220 E HIGH IDB 3977 PC 664 ST., CHARLOTTESVILLE, VA 22902 - - S 24 4 ZONED R-1 - - - - 50' RIGHT OF WAY TO \ 2.) BOUNDARY LINES SHOWN HEREON ARE COMPILED FROM STATE ROUTE 20 RECORD INFORMATION FOUND RECORED IN DB 548-105, DB I DB 8 PG 10 549(PLAT) 611-196, DB 1590-434, DB 1590-442 AND DB 1623-649; _ - - DOES NOT REPRESENT A CURRENT BOUNDARY SURVEY BY THIS FIRM. 1 \ I - � 3.) THE COMPILED BOUNDARY LINES HAS BEEN PREPARED ��Pyo I I I WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY SHOW ALL ENCUMBRANCES ON THE TITLE. HATCHED AREA REPRESENTS LIMITS OF MANAGED STEEP SLOPES L1 N 59'24'35• W 13.01' TANDEM LANE PRIVATE ROAD SDMH 40' 0 40' 80, 120 FEET SCALE: 1 " = 40' LM 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville. Virginia 22902 (434) 973.0045 www.WooBey-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT I 0 O < Z ® Q Z �^^-UI LU co 1� LL LLLL V ram_^ W Z 0 Z U F- EXISTING CONDITIONS EXHIBIT Job Number: 19090 Date: December 30, 2019 Revision: une Scale: 1" = 40' Sheet No.: C200 3 of 14 copyright © 2020 by Woolley Engineering IF C � Q owo,_ m Qa,O F N o = 0 i. \ I BWF I ' `BIRQ HOUSE It 1: VARIABLE WIDTH tI SSMH H PERMANENT T SIGHT DISTANCE I, c EASEMENT 1 DB 1590 PG I It 434 ACSA WATER VARIABLE WIDTH EASEMENT PERMANENT 1 DB 3433 PG 261 SLOPE I 1 EASEMENT 11 1\ I I DB 1590 PG 434 -4 1o1.r Y42.26® 0 CEDAR 180 APP O=ATE-0j - CEDAR 2 LCEDAR 24 15" Hpp ' �'S233 � �hT+ sz.o 15 CEDAR--' > - _ Cl DAR _ WATERLINE TR 24 OP 36--------- f-- I 15" HDpE, \ \\ ---- I--' ! { 1 0 543.1J GM 4fA2FFE\ _ - NQMISS-UIIUM-------- _�--- 1 \ - _ �;yj, CEDAR-24___- 1 . -\ F : " _ ` MARKS LOCATED _ f I \`. 1-`------ \,_ AR 2\CEDAR 30-�ARRAR 18 - --- ----I - 1 "'� � IP RAP � r o-__---- 43.1 n n 0 CED R 18 - ----- ---- -- _ TR 12 ----- FIE METAL GYM 5 1 \ 543.1 543.1 c 42.61 \ 40.90 OCEDAR�-24 `\� `\\ `\`�� - '---TR 4f� 6 v OAK 6 1 I ``\\. t - -♦ I ---530 \\`\ \\� `\ � � \ SSMH G FFEOAK 24 Q _ �c� i `� , \ \ 45 FFEFFE�4 . �--- ( OPOP 18 0`--- TR 8 V - - - - - _-- --- - -�- i 1 .`\ \ `\` `\ I `\ SpOG �. ucet __Faucet Faucet BIRD HOUSE -_ � _- BIRD HOUSE O - - -a O-0 - - OBAT HOUSE 10 O -- --- - -520- - - - - '----- ----- - _ _ - -------- ----------------------------- ---- _ 522.7 ---------- -------'--------------------- ----- ---------------- -- 523.2_\\ '---- __---' t5" HDPE 530-'--------------------------------------------------------------------- `--,_ 15"HDPE ---- ` -------------- - -MAP-5 _ _-`------ __ __ ---- ---__---_------ `\!/0}'_t2 - MAP --MAPS - - _---�00000000000�0 D-O _ l ' -.-. w-= ._.� _ -CEO O POST (TYP.) / x' - --- -- O W RI vE - - 540IN O O w w - _.------- - - ---00 �/ w - - - CEDAR T8-- `.\I 01�---------_\__---- - O 36.9Y I DBL 30 / ` - CEDA 1 5240 - `--- -------------- _ - rFRAMEPOP 8_ _550#� POP 10 POP 8 OPOP 8 ---- - - - I # OPOP 10 I TRAIAILEER 11 39.8' 1 \ l 1 20.2' I 1 - - - FRAME SHED 1 -144-14�_JJJ_ Thm SURFACE TREATED BRICK FIELD HOUSE 3 LROp*LP OP 15 PR L ON _ I w P� - -r ---- TR 6 l --------- ` \ ` ` \ ` \ ♦ y \ PAVED - �DBL OAK 36 --- TR 2 OAK 12 -� _--' ---- "42.86 DRIVE `�` 0� `------'� DOAK-36--\ \- OAK 8 - - TR 20 (`j I -- -------------- OXIMATE ♦ \�- 8 -1rc: GAS `O POP 6 ` I - ----- --- \ SIGN NO MARKS-_ OAK 10 Q� ® f` - ``\\`\ :\\` ` \ - TIR S' LOCATED - - - \`- `�-UGUM? 36 ' \ \ `♦ `. I \` \ �Go $ Ln IRS St © ` OAK 48 `. 0 `♦ � O� - - i . \` `� \`\\�\\`� `I;`\ R I \ 1T� 1 OAK 10�-��------ .PTR I `\, \\ I- OBI SE` l! I I `` `\ ♦1 ♦I ♦`♦ \ `\`.I `♦``\`♦ `\ 0 O RD 5 ` , - i TR 24 � \ •y Opp - - - F ' TR 3 \ 2 , 0 O -POST (TYP.) ` MBt\ TR F 4 • 11 I SIG .47 70 `\\�Ac �,�•- `'m DB .4 - - \ •\__ 1 1 1 EXISTING VEPCO IAPP )UMATE *LP ,$SAANNIIARY SEWER ------`-.\ /'NO MISS UTILITY MARKS LOCATED LP _ _wPF 1 LP,a 0 0 #/ \ POP 4 POP 4 OPOP 4 #LP I / IGN STONE POP 30 0 BAT HOUSE �� 8 OPOP 8 OPOP 8 OPOP 16 #LP,''/ ! ' WALL ---- -"I ------- -PIFIE 1rs_ - - - - .------ BIRD HOUSE---------------- OUSE ------------ ---.----' '------ \ -------------------------'' - 45.04 PAN .60 '----- - ---'WOOD PAVED / 540.5 BENCHES `-- gASKETBAL -- ------ -- --�� COURT j ``., 12_ CMP -------- \ 44.69 1 / / / \ \ _ �' / 540' - - � - - 540 � \`•`•' '0 CHAIN LINK 1l�- --------------- - _ ----------- - ---' I 8.4 ,12 MP,' c� / ------ ----- - - - -530- ' --- '----------' / `-- ------------- - 520----- I I SANITARY SEWER ELEVATION KEY SSMH A tI TOP=545.09' i 8" PVC INV OUT=537.64' SSMH B TOP=539.23' 8" PVC INV IN=534.13' I8" 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' W \ pAVED 1 1 , \ I l l 11 1 1 1 !O DRIVE ACSA AiR I 1 �TR 24 �M x GRAVELI/ TR ! \\-� 1 `OVERHEAD LINE I I I I j 1 1 1 t VOW" IN 1 I I I I 0.90 - - `„-- _. CG2 Sw 5 EASEMENT ` 1 TR 4 . 01 TR �` - - - - - -_ (. 0 1 1 1 I 1 1 1 1 I VP SIGN - - DB 3433 PG 261 l `- 1� DB STt 802 I t 1 t 1 I t 1 a6.77 i TR 1 VP SIGN b� 40 0 k 18 �EMORI�C-t` 1 I TR �S3 1 I 1 1 I j i \ MAG 48 48.57 y I 1 1 ®QTR 36 I O VP SIGN 1 TR 18 DW 1 'W49.11 49.26 0 4' i TR 3 TIR - 549.0 soq. ! ' #305 ANED j CP SIGN O TR 48 SSMH aa.a' 0 ()TR � 1 5 R 24 `FFE AME I I I I I I VE SW pP ® as' LP 548.9 I I I I I i l l J 36 FFE PORCH ILDING H P / A Lk�.88,0 N 4.6L.3 31.5 o. \\\ °Po P 24 EDAR 15 4 50.81 C SIG SIGN TR �. 6.0' AVER 'K49 � • 41.8' j1295 c�� o PATH ,• 1 10.1' 5 STORY BRICK r555.3� t' 1 1 •• T�Q 12 APPROXIMATE LOCATION 'GI FFE 15' VIRGINIA-ELECTRIC &I 1 .7 2 BASEMENt t �. 1 1 } o U. GAS 550.1 b FFE 42.0• u I , 1 \ (� POWER COMPANY �ASEMENT y SW A a .- O D8 1650 P 281 I \1 49.26 44.63 - ` \ h /+ I r OBIR Ha CM ¢`� p 1 TR 4''454 - e FFF_28.5 9.t' I- lj 1 f\ SW BR s.t N 1" W6 _ I I ilI ri I� I 7.31 1 o Cal SVr 9.2 ro 4po. 0 1 v .0 59T FFE FFE 5.5' t1.6' ' 548.3 �', 1 1 11 1, 1 I 1 I I 7.1' T27RICK AND 549.1 tam 36.7 1 FFE 1 .3.82 \ I I I I I I l 1 1 1 �- 548.3 STORY B FFE _ I\ _ - - - `®\ " 23.3' _ CON ❑ METAL ` _ �, ` \ - 549.2 _ T 1� , Bw t .� . N7.?L� 6.7 FRAM OLOG � � N APPROXIMATE LbCA N. t9F' 1 1 0. �3 ` ' 1 C •-GAVEL TRAILOR I 1 552.8 FFE 15' VIRGIWIA "ELECTRIC a i _1 ww _ _ _ _ _ _ - - - - - 7 Bw POI COMPANY EASEMENT 1 ,' ` 42.3 537.2 MA / DB 811 PG 604 I .'' i i 1111 I i I \G GM - _ _ _ 41.74 53 O 1285 VEL TORY BRICK WITH > 5 2 ♦��' 43.50 1$I• I . I I I Y SPLIT LE 'o S MEN TRf. w 53? 2 5TOR / BASE b �YQ W00 e - i I I I I I 42.20 S l� �541 0 5414N BASEMENTDG20.0' a� 7 43.56 '�� \SHEDS 42.91 ! r I ' GONG. TR �- I 1 r I ! \. YD 4 -__- s l 540 i % 4 0' C % f rY rr, n-,rC'�' WOOD i i rl J I i I r pA110 SSMH - Q S ♦ WPPF • SlI I I 1 I QTR`24 �f9ET _ ,' / S 4�' _ 36.90 Q -_- - i / 39.42 5 0 /!l / lIl it l l T1i tz f1TR 20 sw r - - --' '15.3 _---n I i i 1 �/111 /� R ---- 15 _- Tk------ �``11 0I TR I0 TR 1 'f�nW 1__�- --'- _TR_22 YD Bw` v'-------_,a• 36.t6 T�-?8_--- - at.4f� � © I-1n� .-------- --- 1-- i ' 4 t ,TR 2p /• Lai 80.fi' � 2t A' � 110 j � ---' _____ 1 O •��{'' _ I I TR t5r�-- \' w M 53o.e Ls' sw _ /i�0 15---'/OAK 30 -----0 ------------TR 6v __--I >� I 1 i SIGN. 0 - x sw I _ ,' �` FISH ART -� ICKEN --, BIRD HOUSE 5w 1 STORY 543.2 4 -- COOP ON FFE y� If 1 1 / �' ,, O TR 6 _ _ _ _ _ \ AP BASE ENT 5' /7 0 OAK 15\'i 1\ '--' / .-• - 530 - - `\ B �64C-� ' I , SONGSET 530.9 ` CO EJJ*1 -MANLE_Ii.._-----T€iliEI _ / 41.5 5 39.0' 0 30.5e'._., ` ._--530- -.J -'-' OAK 18 _' -' O00` -,1 I WwF'1 -_�r/''/ 0 1�In o_\nn----- BIRD -�/,ll([ BIR63 (�p�2637�r 5 I r S�IAH .mil -. _ ill/ SE- ------------- ---- - W� - _- -_ -t-= --- - _� S -- - ------ _ - _ _� S PH FE SSMH F -' PP�1 ��1 ROAD - - - - - SSMH D - _ 815.3 --- - - _ --------------- -'-_' D- - - - ._ - _ �- ---- _----------- '-- -- - - ` ACSA SANITARY - ------ ' SEWER TELEPHONE _ _ _ - _ _ ; / � X --------------' / �' ROB `- \ ` EASEMENTDS EASEMENT- / --_ - ROB-s-- \ WOODUNE (IYP.) 3433 PG 261 -510- �/ y0 Sy - ----- DB 1592 PG 7 --_---- III 8�4IDPE VIRGINIA POWER Ig SDMH .1 - EASEMENT r OB 1595 PG SIGN C17 676 TMP 91-2C1 - - - THE NAMELESS ONE LLC. DB 3977 PC 664 ZONED R-I 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' 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 GEOSPATIAL DATA INCLUDING METADATA MEETS THE MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 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. VE NO BOUNDARY SURVEY WAS PREFORMED WITH THIS SURVEY, PROPERTY LINES SHOWN HEREON PER PLAT AT DB 1623 PG 649. 3. THE AREA SH OWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 0.27 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 WATERLINE W SANITARY LINE S UNDERGROUND TELEPHONE UNDERGROPND GAS NPS SHRUB Itii44 0 44 :4 1SCALE 1-=4W liltillli �� x03 0�� vP S TANDEM LANE PRIVATE ROAD SDMH LEGEND IF IRON FOUND FFE FINISH FLOOR ELEVATION FO F18ER OPTIC CO SANITARY CLEAN -OUT EM ELECTRIC METER EP ELECTRIC PEDESTAL ET ELECTRIC TRANSFORMER GM GAS METER LP LAMPPOST LPT PROPANE TANK OHE OVERHEAD ELECTRIC TP TELEPHONE PEDESTAL TV TV PEDESTAL UP UTILITY POLE SW SIDE WALK SDMH STORM DRAIN MANHOLE SDG STORM DRAIN GRATE SSMH SANITARY SEWER MANHOLE VP VISITOR PARKING HCP HANDI CAP SIGN NPS NO PARKING SIGN NTS NO TRESPASSING SIGN YS YIELD SIGN FH FIRE HYDRANT WM WATER METER WVT WATER VAULT WW WINDOW WELL BR BIKE RACK CM CREPE MYRTLE POP POPLAR TR TREE DW DOGWOOD MAP MAPLE YD YARD DRAIN WPF WOOD PRIVACY FENCE WWF WOVEN WIRE FENCE BWF BARBED WIRE FENCE WW WOOD WALL BW BRICK WALL FP FI Ar: Pn1 C �>= E 3 C N N '0 paw-[ E W p a�imm N n nU E C W 0 \-T H D.SE D Lic No.1934 04-21-16 tyrl0 S U RV �' cn 0 � o m 0 w Y U w x U zz 0 O rn W r m 0 } m m w o � z N w o ¢n U1 a C/ z z U O CD CD W nw Ui Q z w O z J w E p � � c� Q U��:D � EO � p, c W CD DOM. PROJECT NO: 15.0038 INDEX TITLE: v 1 SHEET NO: 1 OF 1 DATE: APRIL 21, 2016 I`1 0 W N U 0 0 -•L Q z w ILL z OAK 48 \ \ \\ 00gKE _ \ / TR O BIRD / \ / 1 \ \ \ \ \ \ \ \ I WOOLLEY ENGINEERING \ 24 OHOUSE \ Consulting Civil Engineers O O O O POST (TYP.) MB\ V / k TR / / 3R TR J \ I \ 1 \ \ \ \ \ \\ \ \ \ �\ \ 1 1 \ 210 5th Street NE Charlottesville. Virginia 22902 com www.WooBey-Eng.com O O 00 1 I X 40 3\ \ I \ 1 SI - - I DR j� B L / 24 1 \ \ \ \ \ \ \ \� \ Owner: SIGN SIGN ACSA \ WATER I I TR x 24 TR EM x \ \ \ \ TR EXISTING VEPCO OVERHEAD LI \ \ AS SHOWN IN DB 811 PG 6021 1 1 I I I I I I III The Tandem School 279 Tandem Lane Charlottesville, Virginia \ \ TR EASEMENTPG 261 \ 4 i TR 24 TR - ODw \ -_24- �2 15 \ \ 4 I \ \ \ \ \ I 1 1 I I I I I \ 902 PP::(434 ) 43296-1303 SIGN \ - \ x I / I �8 T4\ \ 1 I I I I I I TR x SIGN 40 MAAG 48 � 1 M7 MORI L \ I I J �- X (90 TR TR 36 (D DW I / �\ \ \ � I\ I I I I I I I MINOR SITE PLAN V SIGN 18 1 spu I I 0.4' x {R \ I 1 1 TR TR I x \� 549.0 \ FEE �\ AMENDMENT I HOP SIGN TR 48 SSMH 0 o, rn 44.4 m TR 4.5' LP \ 5 \ 24 TR\ ' 36 CEDAR 548 9 \ FEE PORCH I / TR 4 0 4.6' 555.3 31.8' o. 0. 24 �15 / \ ® WELL FEE \\ I I I I I I I I HCP SIGN SIGN TR � 6.0' \ \ I I I I I I I I 41.8' w 32.0' 555.3 , I T�R/ 3R \ 1 I e4c, X1 \ 1\/ I I I I I I I I I I I I I I I I I I \ I I I Q O Z I / 10.1' 550.7 rFEE / in f1 1I I R / x 3 (D I I I 550.1 FEE 0 FEE 42.0' � 0.6' 44 I 'WVT _ Mi 0< / W \ D TR TR 8 I\ I/ I I I I I I I V V > w 10 J I/ ' M- � 1 / Q) OBR I R U CM l 0 _ A ROXIMATE LOCATION OF Iv,J I I I \ III II II II _j / 549. O 4' FF BR 28.39.1 6w 15' VIRGINIA ELECTRIC & 40 0, ER COMPANYEASEMENT II I IIII \I Q 549.1 1 FEE CM U548.3 o D 150PG 281 I II II II II I .5 -5481 FEE 1.6' wLLj FEE I m 27.7 549.1 FFE/ 3 7' I 65.9' N -� APPROXIMATE LOCAT N-0� � � � X � 23.3 \ ,-. I \ / \ N FEE 3 6J' 0.9 549.E POWERC OIMPANY�ASEhY€NT CTRIC' 1 \ ' 4 \ I 4.0' 54FFEj \\ / I LLLL n` N 90 - \ ` 552.8 DB W-PT`604 I 1 2p >- \ - - - - 28.2' ` - - - FEE 541.4 / I I ' 2 537.21_- j I i - I / I ) / / ~ W O Z s GM 53. 0' ��FFE o I f oV= 37.zz' FEE - \ �V' 0.2 28.1, / /I 1 / I ' I ' ' I I ® 0 s / 0 TR x � 13.5 1 / I f � o E=537.37' o? �YD SAW -CUT AND REMOVE EXISTING SIDEWALK I _ ' ' I ' I U s I ' FFE=537.31 I' \ s� f--541.4 \ FEE 4 �� 3R 74.0' TR s \ \ s\\ TR S\ �C(� \s3 E� \ �- / / SSMH s� T P=537.00' C INV.-�36 2 3"YVCT / \ f CO REMOVE SELECT LANDSCAPE REMOVE SELECT LANDSCAPE- SITE 20 \ \ �� e s� s CUT AND TIE-IN EXISTING STORM 1 _�C / E)TR s �� s s s / PIPE INTO NEW DRAINAGE PIPE £ i / l I lIl �., DW I I 5 - �- - -TR- ' S 6 S .5 , \ ` �_ C M x I \ I (D 10 " / _-�-- RELOCATE ART TO ANOTHER LOCATION ON SITE X I DW DW_ _/ I I I I I DEMOLITION I " 11 - 1 I l I I1 PLAN TR 20 TR C a� , 80.6' / i ®� o CM 21.4' � 1 TR // - - s I - - INSTALL TREE PROTECTION (SEE SHEET ES2.0) - - ` _ X O \" I I I I I I I 0 GM 1 6' 0 / U / / W T- N 4 i�� /1 --� �i- - MAPLE 4r, FISH TR '� _ 6 I I I SIGN I I I/ Job Number: 19090 R FEE 8 J D RELOCATESWINGSETTO ANOTHER LOCATION ON SITE & REMOVE SELECT LANDSCAPE ART 15 ������ - BIRD HOUSE 543.2 --, FEE J I l y° 6THERBAL1 � /� �' - -`) - 6R \ - _ / I / OF CP � 1.5' � � (D OAK /'1 15 J � I � � � REMOVE EXISTING FENCE AND WALL � � TH \ 1 00L\I� 4 i I I � VAN T� �- OAK 14"CHERRY 8, CH-"' ° `� ��� I C �/ I I /ERIC W. NO. 370 a \ 530.9 _ JA - �I �£� I - - - _ 36 - - 8" PINE _ 6" PINE LOC. 7-za-zozo \ FEE \ CO o APLE - 6 _ - i REMOVE EXISTING WALL _ _ 5"'-PBP -r / 6" D. s \ \ 0 �' - V� - \ / O O O ° WWF ® 2" POP. / /" \ \ a o c 39.0' T �\ ��' ��- 6 � � � I - i�M N �� ��� \� OAK l � � � BIRD BIRD 18 - - � - HOUSE HOUSE - s � - �_ s� s ° 7" CED. / �SSMH� - - � - � � s s - 1 PIy2 5 1 POP - ° "CED. Date: December 30, 2019 \ \ \ RELOCATE TETHERBALL TO ANOTHER LOCATION ON SITE i - - - - RELOCATE (3) BIRD HOUSES TO ANOTHER LOCATION ON SITE \ 5 5 5 a P_NE_ s s s 12• - / / / PINE j E // / / Revision: February 27, 2020 \_���--_---__---�- wv _ - - _ _ - -_ April 17, 2020 \ \ _ _\--�- FH - - __ - - - -_ - - - - - _ TR �� 5� 5 2- - - - _ _ _ _ _ _ _ 6" DSL. P / / / / June 24, 2020 July 28,2020 51 3� GRAVEL - -_----Opf// SSMH s s� s s �- _ ® -�5" POP. 1 OAK 14" LOC. Y a_ - 17 / / 18" HDP / - - s - - _ - - - - 6" ALANTH. 6" HIC. 1 PAULONIA 12 LO x • " POP._` - - �POP� DBC. 2/POP. - / / - - - - - " POP. - F_ Scale: - ACSA SANITARY SEWER EASEMENT _ DB 3433 PG 261 8" ALANT = 10" PAUL 8" ALANTH. - - 10" OP - l- 1" = 20' Sheet No.: EXISTING TREELINE TO BE REMOVED / / � � - / � REMOVE AN0.REPLACE EXISTING GRAVEL ACCESS ROAD i _ \ APPROXIMATE LIMITS OF NEW TREELINE -/ - - 08.8 \ 18" HDPE \ \ INSTALL TREE PROTECTION EXISTING TREELINE TO BE REMOVED (SEE SHEET ES2.0) SDMH \ r APPROXIMATE LIMITS OF NEW TREELINE TELEPHONE EASEMENT DB 1592 PG 77 20' SIGN 0 20' 40' 60 FEET C300 - - - - r VIRGINIA POWER EASEMENT \ DB 1595 PG 676 SCALE: 1 ° = 20' � 5 of 14 copyright © 2020 by Woolley Engineering ( LEGEND LINE LEGEND: LINE LEGEND: IF IRON FOUND E FFE FINISH FLOOR ELEVATION _ _„ EGROUND TELEPHONE _ FO FIBER OPTIC CO SANITARY CLEAN -OUT - - - - - EM ELECTRIC METER - ^ - - =FENCE =EASEMENT = UNDERGROUND GAS I VUOOLLEY ENGINEERING EP ELECTRIC PEDESTAL - s- s- s- a- =SANITARY LINE I n 1 ��J\ X ET ELECTRIC TRANSFORMER EDGE OF PAVEMENT Consulting Civil Engineers H WV I GM GAS METER -r -r -r -r - = TREE LINE/HEDGE = WATER LINE 210 5th Street NE LP LAMP POST I Charlottesville. Virginia 22902 F X WPF \LPT PROPANE TANK (434) 973.0045 I OHE OVERHEAD ELECTRIC I www.WooBey-Eng.com TP TELEPHONE PEDESTAL SIGN SI I I I X x TV TV PEDESTAL UP UTILITY SW SIDEPOLE WALK EXISTING VEPCO Owner: The Tandem SchoolSW 279 Tandem Lane SIGN PAVED EM x3 GRAVEL SDMH STORM DRAIN MANHOLE OVERHEAD LINE 1 I I SW DRIVE SDG STORM DRAIN GRATE AS SHOWN IN DB n I Charlottesville, Virginia I SSMH SANITARY SEWER MANHOLE 811 PG 602 I N 22902 CG2 I I x I ,VP VISITOR PARKING I P: (434) 296-1303 SIGN SW I O / HCP HANDI CAP SIGN NPS NO PARKING SIGN SW 1 x SW I �NTS NO TRESPASSING SIGN \ /YS YIELD SIGN I MINOR SIGN I I I x �>�/ FH FIRE HYDRANT I I WM WATER METER I I SITE PLAN - V SIGN x I WVT WATER VAULT \ OD 0.4' 1 1 X / WW WINDOW WELL FRAME BR BIKE RACK i AMENDMENT HCP SIGN SSMH- j 4 4 �� � 4.5' BUI DING CM CREPE MYRTLE \ POP POPLAR I I SW FP 0•/ . n \y y� TR TREE i DW DOGWOOD Q 4.6' 555.3 31.8 D 0. I. FO O MAP MAPLE WELL FFE 6 0 / PAVED / DRIVE W YARD DRAIN WPF WOOD PRIVACY FENCE \ �J HCP SIGN SIGN O 2.5 STORY BR CK9 WITH .o, WWF WOVEN WIRE FENCE SW BASEMENT / i 320CONC � 1 / BWF BARBED WIRE FENCE WW WOOD WALL I I 0 "� 555.3 101 BW BRICK WALL I I 0 FFE � o 550.7 SW I k FP FLAG POLE I I PIS Z VJ . FFE PF k 44 \ SW WW FFE 0.6' BW \ I U V BW ,N W 'N / SW I > Lu WW 1 BW BW 549.8 CONIC - � - � APPROXIMATE LOCATION OF I (f� J � 11 i� FFE / 9.2' 40•0; 15' VIRGINIA ELECTRI &POWER COMPANY I I I Sw /549.1 48.1 o SW N J) / o EASEMENT DB 1650 59 7' FFE FFE 279 1 STORY BRICK AND 5.5' , i , 549.1 11.6 APPROXIMATE 548.3LLj 1 FFE 1 PG 281 I I ' I ' Uj p�� co FRAME BjDCy 36.2 LOCATION OF 15' FFE VIRGINIA ELECTRIC L 23� COCOt C. METAL ' _V Q 548.3 65 9' � N & POWER I I x I LL ILL FFE 4 7, COMPANY 549.2 BW 0 54 GRAVEL I 1 II r N, 0.9' EASEMENT DB 811 WW FFELn -/ PG 604 4 1 FFE FIFE O 2 552.8 �77' FFE BW I EXISTING ? 28 541.4 FFE I I COMMUNITY HALL 537• FFE=537.37' BUILDING FFE OD 28.1, Z B O 2 O 53.0 I I o YARD DRAIN �Yp14- WOOD SHEDo I ® O LO cL #285 13.5'� 2 STORY SPLIT LEVEL ' o (SEE C6.1 FOR STRUCTURE DETAILS) j \ I ZU \ 5�$1.0 / CINDER BLOCK BLDG 2p.0' b ON BASEMENT (SEE C6.1 FOR YARD DRAIN I BW v STRUCTURE DETAILS) r^ FFE=537.31 j / SAWCUT AND TIE IN NEW SIDEWALK TO EXISTING SIDWALK I ' I CONC. 541.4 1 I 74• 0' PATIO 4 CO X \-CO <\ T SSMH C I ACSA WATER EXISTING I u YARD DRAIN (SEE C6.1 FOR STRUCTURE DETAILS) WOOD SHED I I I / ' 0 w \ SW EASEMENT SIDEWALK PG 3B ` 51 15. c cn �' \ 3433 ( DB I _\ o 220 1 0 b4 = r NEW 32" HEIGHT RETAINING WALL r- (SEE ARCHITECTURAL DETAIL ON A2.02) SW - _X �7 _r _ _ 5.6 8W X V�FEX.SIDEWA o LK Rb' 11-b _ ! �� � 56 �� '-'" /PRD��/ NEW SIDEWALK X � X I PLANTER �l a LAYOUT PLAN 80.6' / � I I Z I' / OUTDOOR�W / DASHED LINED I W WW � PLANTER I I o / BW SW 1.6' SW N NEW SIDEWALK 1 w I. ° PAVILION FFE=537.31� INDICATES A POTENTIAL ) FUTURE SITE OF NEW SWM/BMP FACILITY x LCHICKEN ) /SIGN ) Job Number: 19090 530.8 'Z ) / FFE AN ADDITION EASEMENT COOP SW 543.2 BW I 73 DEDICATED TO PUBLIC USE - I I BRD HOUSE STORY FFE DB PG 0 I VIA OF cr-' BRICK 1.5' 1 10' COVERED -$ RAILING PI ON BASEMENT /'o? OPEN PORCH I I (TYPICAL) W o o iJ I I I HATCHED AREA DENOTES BW 21 4 / 530.9 / BW WOOD STEPPED PORCH (ADD ALTERNATE #1- QPTIONAL) 1 RAILING m O STORMWATER OUTFACE PRETREATMENT CELL FOR BIC�FILTER I (SEE SHEET C6.o) - 1� Ew. wooLcsr LIC. NO. 3708 a �0 MANAGED STEEP SLOPES DISTURBED) FFE CO tl SEE ARCHITECTURAL PLANS FOR DETAILS O < A 20' . ' - - - 7-28-2020 �4+ �S's (NOT TO BE o SW 41.5'/ 9. ((TYPICAL) I� 1 41'- _ 1 _ I 1 SSMH E IONAL � o/ 39.0 ,�•�• ® �,J ® - 125, , --- - - RIPRAP SWALE / Date: December 30, 2019 . � � � • � = - Revision: WV / February 27, 2020 -_ l April 17, 2020 179' � R=1oo'. - - - - - - _ _ - - - - �J � June 24, 2020 July 28, 2020 r,. 100' _ �/ SSMH - - - � --BIOFILTER UNDERDRAIN ! n OUTFALL WITH V x 1' X 0.5' I IF DEPTH OF 3" RIVER ROCK Scale: _ LEVEL SPREADER IF �N RIP RAP STORMWATER 61' LENGTH 1" = 20' GRAVEL ACCESS DRIVE WITH GRAVEL DIAPHRAHM HATCHED AREA DENOTES NEW SWM/BMP 10' ACCESS EASEMENT ACSA SANITARY SEWER OUTFALL Sheet No.: (SEE SHEET C6.0 FOR DETAIL) LIMITS OF GRASS PAVERS DEDICATED (SEE SHEET C7.0 FOR DETAIL) TO PUBLIC USE EASEMENT DB 3433 PG 261 DB PG LEVEL 1 BIOFILTER WITH UNDERDRAIN TELEPHONE (SEE SHEET C6.0) EASEMENT 20' 0 20' 60 FEET - r DBPG 77 VIRGINIA POWER SIGN 1250' +/- TC C /� L.L 0 EASEMENT SCALE: °' = 20 � - PROPERTY LINE DB 1595 PG 676 STATE ROUTE � SCOTTSVILLE RO f • 6 of 14 copyright © 2020 by Woolley Engineering OP- , SPOT ELEVATION INSET SCALE: 1 " = 20' \ \ \ EEFE=537.37' \ �V FFE=537.31' 1 O BIRD -� O TR(DT / \ \ / / / I 1 \ \ \ \ \ NVOOLLEY ENGINEERING P=537.00' CO INV.- 36 2 3"-Pv�q + 37.29 P 37.29 b \ ( H " P�1 OHOUSE 24 / - X \ / / / I \ \ \ \ \ Consulting 8r treet NE Engineers 21 5th Civil O Q' o� ^^ 1 ° 5 O �' _ II��IIVV T3 TR 3 J I I I 1 ` \ \ 1 1 I \ \ 1 I \ Charlottesville. Virginia 22902 (434) 973.0045 �q. x TO = 539�50� MB I 1 I- `� / / �� X TR 40 / DBL \\ \ \ \\ i \ . L \ I a En .co www.Woo y g m - s: 372 .2 I 1 / X „t 24 I . \ \ \ \ 1 Owner: / 96 - S �Q TOW = 539.50 - 537 9 -i 537.13 37.29 \ A ACSA WATER \ I I TR EASEMENT PG 261 4 X 24 I TR TR x 24 EM X TR 4 - (D (D1 EXISTING VEPCO OVERHEAD LI . I \ �, 1 I I I I I I >C \ J \ \ AS SHOWN IN DB 811 PG 6021 1 1 ' \ I \ I I I I I I The Tandem School Charl279 tdemLane 22902 ttesvIDe, Virginia P: (434) 296-1303 / °< / P63E TDOOR/`> i - DB 3433 I x 4 \ \ _ _ TR DW /2 15 -T \ I PAVILION FFE = 537.3 / �b \ 1 �8 J I �-- x O x VTR 40 \ NOTES: I I SEE STORM SCHEDULE ON Cb.l FOR ` I I I I I MINOR h MEMORI L \ I TR TR E)d 36 DW STORM DRAIN SEGMENT LENGTH I\ I I I I I I I � AND STORM STRUCTURE TYPES SITE PLAN fR 0.4' TR 18 TR 1549.0 )Q14TR FEE / AMENDMENT 5gL ® TR \ 24 9 I 536 I 534 AK 0 4.5' LPT 5 ' TR 36\~~� OCEDAR 24 15 FEE / RICH - - 4.6' 555.3 0. \ I I I �532 l FEE 6.0' _I 18 555.3 r TR \�1�V111 I Q Z - _--- _ - _ _- - - - _ FFE f ,-' 1 � �/ R . � 3 � � X I I I - - ---� - WVT - k I I II I I I I U 44 "� DW �1 1 TR\8 I x OBR 1 CM TR l ROXIMLOCATION N Olr I I 1 JQ 'v® /, 549 O 4 FFE W 15VIRGINIA ELECTRIC II II II II BR CM J 6 / /�A II III G BL ER EASEMENT II II II D 150PG 281 O III I: I I I 1 FEE 5.5' FEE TR 15 548.3 FEE I II LL -j m . 5491 ( APPROXIMATE COCA N-Of_ \548.3 /� ❑ \ATE II I II�I I I I I I' I LL 1� 548.3 FEE p g - . FEE ]'-VIRGI4A-CECTRIC& POWER COMPAN�SEMENT \\ FEE I n`L - J \ _ - _ 552.8 DB 844-13G`1�04 I 1 ' 'r ^ FFE - - - _ - - / £ I EXISTING COMMUNITY BUILDING HALL 537.E f ' I ~ W C)Z FE s GM I £ OP- 37.22' V= ' FIFE = 537.31 FEE / ' ' I I �- I o .\ 1 E=537.37' I YD \LEADERS z FFE=537.31' \ \ s\. 541.4 TR I CONTRACTOR SHALL FIELD -VERIFY LOCATION OF EXISTING ROOF DRAIN / l I x �� 3 TR \ \ s\\ ��E� . 24 \ . - - \r 1 TR . s\ - r P=537.00' 30' - 3/4" COPPER PIPE SSMH C 1NV. 3B 3"-PvCj S I NEW CONCRETE SIDEWALK s- s-6 / ` 1 8 1 % I 7A v '3 I - s CLEANOUT YARD DRAIN (SEE Cb.l FOR DETAILS) \ _ 20 \ s s- �J s s / TIE-IN EXISTING PVC STORM DRAIN PIPE s TR ��� �� s X � ( � R A £ �-"'� KNEE WALL - _ b I I I l l I l l SITE s �5�-�� TR _ .� NEW CONCRETE SIDEWALK I I I TR 5.6 CM 10 " 0 X�x ly TR --- / cM 4 ( I / 1 - - �i ��__ v I l I i I I I PLAN 20 TR 0� 0 TR / 0 I/ P63E 1 � N _ - TDOOR _ x 0 y ' I I � I Job Number: 19090 \ U / ` 530.8 TR /��Vl � 1 6' / \ " 6 / \ I £ � FEE PAVILION / - = S LC �5b - 537.3 A X I I '� ✓� _ - I I I SIGN 6 183' - 6" PVC & 108' - 8" PVC FOR ENTIRE REACH \ I I I/ H LENGTHS) I I I � 15 � 7 FEE (SEE C6.1 FOR SEGMENT " I � � I I I BIRD HOUSE EX. GAS LINE 543.2 FEE I III J ) 1 05K I £ 1 b TR 6 \ RIPRAP - 6" MIN. SIZE AGGREGATE " I / r � - I / I Ii OF vjla TIE-IN NEW GAS LINE TO (CONTRACTOR SHALL FIELD -VERIFY LOCATION) _ 1 5' J \ \ I 85 sf PRE-TREATMENT CELL - 14" CHERRY \ 536 534 / J �- N p �530 OAK P - � O 8 CH 8" PINE C. / y I LOC. E/ C `W. WOOLLEY LIC. NO. 3708 a - 530.9 \ \ FEE CO OA `- - _ APLE - _ I 32 - - < _ J _ 6" PINE / / J 1 5^.�9P.+ - I N / D. ���JJJ �o�� 7-28-2020 S'5"ONAL l JN \ OAK 18 - _ _ - I _.1= 526 _ _ 5 5� s s 7" CED. / &H/ Date: NEW GAS METER " - - _ _ - _ . - - - - - _-- _ _ - _ s _ /524 S� s - 1 Pllyc / _ s s \ I_ ° "CED. December 30, 2019 Revision: _ SEE ARCH PLAN M - FOR CONNECTION " I, - - - _ -- _ - -� ` t - - - __ - - s 522 -� / / / 5 - E / - F/ - - - - - - - - I 5 - �� - - 6" �. P / I February 27, 2020 April 17, 2020 H _ - _ _ - - S- s 2`' O / / June 24, 2020 July 28, 2020 s _ 5 - - - - �� SSMH " s� s - 5� S- � 5 - 15" POP. - ' 17" POP. / / I- 520 - / 18" HDP G - - - \ '- ^' S?� _ � 'GAS - -_ -��� 1 s GAS -C'A - s- - �_ _ _ � 74" LOC. - - - I_'''' 6" ALANTH. 6" HIC. 10" PAUt.V>yw� / / 518 POPS - - - DBC. 22(POP. - POP' / / - Sj _ - � � GAS 6 - ' GASH - 1 _ _� POP. Scale: - - �GAs� - GA 520 193' - 6" PVC FOR ENTIRE REACH (SEE C6.1 FOR SEGMENT LENGTHS) ACSA SANITARY SEWER DB 3433 PG 261 EASEMENT - 8" AIANTH. 10" PAULO 8" ALANTH. - - - - �_ / / Sheet No.: _ / - - \ - RIPRAP OUTLET PROTECTION 08.8 , MIN 0.5' STONE 6'APRON, ADD GRAVEL TO EXPAND EXISTING GRAVEL DRIVE ADD 4" FRAME AND COVER TO EXISTING BIOFILTER UNDERDRAIN OUTFACE WITH V x 1' AREA, 0.5' DEPTH OF 3" RIVER ROCK � \ - - 18" HDPE \ \ SANITARY SEWER CLEANOUT. CUT FLUSH TO FINISH GRADE. SDMH LEVEL 1 BIOFILTER WITH UNDERDRAIN 285 SF (SEE SHEET C6.0) TELEPHONE EASEMENT SIGNC50 / - - . HATCHED AREA DENOTES MANAGED STEEP SLOPES - (NOT TO BE DISTURBED) PROPERTY LINE LEVEL SPREADER - DB 1592 PG 77 61' LENGTH VIRGINIA POWER EASEMENT 20' 0 20' 40' 60 FEET • \ \ (SEE SHEET C6.0) DB 1595 PG 676 SCALE: 1" = 20' 7 14 of copyright © 2020 by Woolley Engineering I IL E WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville. Virginia 22902 Storm Profiles (434)973.0045 www.WooBey-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN it AMENDMENT o ® -F� aIP LQ 11 Z w a. CN 'U^ ------ v J n Cl) LU W J ® Q Z W m Q LL n ` L.L_ 1� O W Z Length (ft) ® ,o 0 z O Sanitary Sewer Profile Sanitary Sewer Profile Storm Schedule UTILITY PROFILES Job Number: 19090 DF�'I �J ERIC W. WOOI,LEY LIC. NO. 3708 a �I-- �O��S 7-28-2020 v S'rONAL � c o O Date: N April 17, 2020 w w Revision: June 24, 2020 July 28, 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.: C601 Length (ft) Length (ft) 9 of 14 Cq LO 0 Co v, Co Zo 3. 10 Cl) Pipe Fitting (typ.) 545 545 o V 545 545 �o P EX STING GRADE (TYP.) � � M � °p 00�, P Cl) P P P P � > o M P P r°Di, � M � c�7 M c�-�°� ry r�Oi ,°� � rOi-� PROPOSED GRADE (TYP.) � � � 540 °�� �� M U �� o� �M� �M� Oil `0 ^ N � � �� II �� �� 540 II II ^ II i II i II II W � II ^ II PVC @ 4.80% N N O N Ul N N �^ N @^ N N I� N� II uJ II W II w ul II w 0 II W � II w O W I� I w � II w Lu mOE>rOE w E >YaE >oEWaEwoE O�\oN� p poE Pipe9-3'of8" o� 535 PVC @ 10.63% o N � Pipe @ 2.09% 535 .moo o b" PVC oNd o�� rn min._ a E M PV C �''� q9% M > II 53' of 6' co 540 EXISTING COMMUNITY 540 HALL BUILDING PROPOSED GRADE (TY 535 .535 530 S30 E ISTING GRADE (TYP� 525.525 520 520 515 U 515 U APPROX. ELEVATION � � ,n O 7 O � CONTRACTOR TO FIELD VERIFY m o � � o a � w a U510 2 510 .a M O. 3 N� p 0 �� a+o o+o � -a+o O� � G N �± �± N N �� Scale: �+o � m � o+ o N7± J± o± Vert' 1"-5' .X II a 1= `o II o � II u, II o a II a t a II a a II a O. o II � II C II Horiz:l"=20' 505 �rnnrn ins w<`n ��, 1;5i„ min 505 10+00 11+00 12+00 U O 540 S40 PROPOSED GRADE � m FFE = 537.31 535 S35 530 � �tXISTING GRADE 530 �G 525 3-Re 525 520 520 515 3 0 515 � z a a ,c o � U 510 � o � ° 510 SZ Q 00 � � a N d o c M 3 n � M � II Scale: Vert: 1 5' 505 � � a o N � a � in � - 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' - 6" 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 b WYE - 532.50 532.50 30' - b" PVC 7A 45° BEND - 534.00 534.00 33' - b" 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' - b" PVC 13 45° BEND - 532.50 532.50 2' - b" PVC 14 45° BEND - - 533.00 12' - b" PVC 15 8" YD GRATE 536.96 533.50 533.50 46' - b" PVC 16 8" YD GRATE 537.18 534.50 534.50 22' - b" PVC 17 8" YD GRATE 536.95 535.10 535.10 30' - b" PVC 18 8" YD GRATE 536.95 - 535.45 18' - 6" PVC copyright ©2020 by Woolley Engineering Lai-] SEWER SERVICE LATERAL. CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE LANDSCAPED UNDER *THOUROUGLY AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS SQUARE TAPERED POLYPROPYLENE CATCH `VOOLLEY ENGINEERING AREAS COMPACTED BY HARDSCAPE HAND OR APPROVED INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE (RISER) W/ U.V. Consulting Civil Engineers LATERAL PIPE SMALL BE AT LEAST 0.2' HIGHER THAN THEBASIN INHIBITORS. 210 NE MECHANICAL TAMPER TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED SEE PLAN FOR GRATE WIDTH ille.th it ni Charlottesville Virginia 22902 ` TO THE MANHOLE. (434) 973-0045 . BACKFILL SHALL COMPLY �/ \ \�\\\\ \\ \�\ III= �1= II // VDOT 21 A CRUSHED GRAVEL, I�I�I=1� -I / 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL www.Woolle -En .com Y g WITH LANDSCAPE PLAN \\�\�) L \III=III=III & SPECIFICATIONS\\ �_�� ; COMPACTED TO 95% -III- MAXIMUM DENSITY BE CONNECTED USING A PIPE SADDLE. SLOPE - SLOPE ' '\\\�_� CLASS I BACKFILL IN r 1T.,. ='11T-flr1; III-III=III =I ElI 1 III=III-III D 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2°/ Q (1/4 PER FOOT) �__�i\\ �i i- ii \\ \ i ��\ ii \� \\ii i\ \ \ice Owner: The Tandem School ACCORDANCE WITH III=\ III=I SECTION 302 OF THE _ I - 12, INITIAL BACKFILL * \\\�\ \\\i\\ \N\\ �\j\\\j\= \�\\\ ;\\ \\\i\�\\\, CONTRACTOR SHALL 279 Tandem Lane Charlottesville, Virginia - - MIN. (6" LIFTS) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN i\\ \\ \\\i\� COMPACT EACH LAYER VDOT ROAD & BRIDGE D +12 III SPECIFICATIONS I IJ J ! =III SPRING LINE OF PIPE LII , �- HAUNCHING * " DIAMETER OF 4". i\\ ��\\ i - \ i a \\ \\\�\\\i\�q �\ ` i \`i\\\��I \i\ ��\ i ii \\\�\�\\\i\\\��\� i\\\�i �\ OF BACKFILL PRIOR TO INSTALLING EACH EXTENSION RISER 22902 P: 434 296-1303 ( ) NOTES: STONE 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. \�� \\�\ r� �_ \\\ �\\\ii`\\i\` \ \ \\�\\ - 1. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A BEDDING DUST (4" MIN.- 6" MAX.) Ct t �� f , ��\\\� �1 \\� V SQUARE TAPERED MINOR MINIMUM 6" BEDDING OF SALT / / / / / / / / / / POLYPROPYLENE CRUSHED STONE. 2. FOR COMPACTION OVER FOUNDATION (SHALL BE\\/\\/\\/\\ REQUIRED WHEN SOIL TREATED \/ /\/ /\ // // // / // \/\\/\\/\\/\\/ / /\/\/\/\/ / // // // // CATCH BASIN W/ U.V. SITE PLAN PIPE TRENCH USE APPROVED HAND /�/�/ /�� OPERATED MECHANICAL "' ` �/ _�� / CONDITIONS ARE UNSTABLE.) 2 X 4 FINISHED GROUND\\\\\\ MARKER / /\\/ INHIBITORS. AMENDMENT TAMPER. \\\ / Q j j\\ j �P \\%/\\j\ VDOT#57GRAVEL BASE 4 DEPTH / STORM DRAINAGE PIPE BEDDING & BACKFILL \ /% N.T.S./%/%/%//%/ COMPACTED SOIL O PLUG END OF MAIN LINE SERVICE LATERAL //� j\\/\\/ \/// \\/\\/ SUBBASE O Q Q) Z r0 rH SECTION 45'0 IIIIIIIIIIIIIIIIIIIII IIIIII-III- �_ III=III=III=III=III=III=III=III=I > IIIIIIIIIIIIIIIIIIIII-III =III=III I THREADED PLUG BRAss cAP CLEANOUT ADAPTOR LLJ J FINISHED GRADE NOTE: CONTRACTOR SHALL INSTALL 8' WEEP HOLE IN EACH Q BASIN PER MANUFACTURER'S CORNER Q ADJUSTABLE VALVE BOX �\ SPECIFICATIONS. 7 IN LINE WYE-TEE Lw m VDOT NO. 21 A STONE 3" PLAN J Q DRAINS 6„ VARIES NARD L.L LL. P O 'r 4" PVC PIPE REDUCER (IF NECESSARY) SEWER SERVICE LATERAL CONNECTION ^ v J H W Z 0 0 WYE "Y" TEE N.T.S. , � FIG. S-2 � U rn_�� 2 3 4 5 6 7 8 - - � \ NOTES: � ~ 1. SUB -BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. STORM DRAINAGE CLEAN -OUT DETAIL (TYP.) 2. TYPICAL SEEDING OR HYDROSEEDING METHODS FOR GRASS GROWTH ARE ACCEPTABLE WITH TRUEGRID. 92 �FF 3 N.T.S. A 3. SOD CAN BE LAID ON SOIL FILLED GRID FOR IMMEDIATE GRASS (TYPICAL FOR FIRE LANES) A APPROXIMATE rn 4. FOR HIGHER TRAFFIC INSTALLATIONS, RECESS SOIL LEVEL WITHIN TRUEGRID AND SEED OR LOCATION OF VIRGINIA ELECTRIC " ® 233' X GENERAL PRESS IN SOD SO THAT TOP OF GRID IS AT SOIL LEVEL. & POWER COMPANY 548.E I 5. GEOGRID MESH OR GEOFABRIC MAY BE REQUIRED BETWEEN SUBGRADE &SUBBASE FOR CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS. EASEMENT DB 811 Pc saa 4'O' FFE 111\ ? DETAILS EXISTING 6. FILTER FABRIC MAY BE REQUIRED BETWEEN TRUEGRID AND SUB -BASE MATERIAL IF HIGH VOID RATIO IN SUB -BASE MATERIAL. (EXAMPLE: UNIFORMLY GRADED ANGULAR STONE / #57 OR SIMILAR). ® coMMUNIHnLL 53 FE FFE=s3z3y BUILDING FF 2 7. TRUEGRID PRO LITE PRODUCTS ARE SUFFICIENTLY RATED FOR LOW TRAFFIC H-20/HS-20 LOADING. 11IIIIII rY Job Number: 8. NO STAKING TYPICALLY NECESSARY WITH TRUEGRID PRO LITE WHEN SLOPE 20 DEGREES, ASSESS PROJECT AS NEEDED. ® FEE=537.31' 19090 9. TRUEGRID PRO LITE IS ADA COMPLIANT WITH PROPER FILL MATERIAL. TRUEGRID BLOCK REFERENCE VIEW 74.0' 10. FINAL ENGINEERED CROSS SECTION AGGREGATES AND DEPTH SHOULD ALLOW FOR EXPECTED INFILTRATION RATES, PREASSEMBLED & DELIVERED STORAGE CAPACITIES, OUTLET FLOW RATES, AND OTHER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS. IN 4' X 4' SHEET. RECONFIGURED T11 OF 5" CONCRETE 3000 PSI 3 11. THIS CROSS SECTION IS FOR INFORMATION ONLY. AS NEEDED. NO EXTRA TOOLING OR ACCESSORIES REQUIRED e Gf HIGH AIR ENTRAINMENT WIDTH VARIES, SEE PLAN SOIL RECESSED TRUEGRID PERMEABLE - GRASS SUB -BASE OR SOD) FINISH GRADE TRUEGRID ERIC W. WOOLLEY 1/8"-1/4" FROM PAVING SYSTEM (SEED 3/4" OR 1" CLEAN WASHED ANGULAR STONE ADJOINING W WF 6X6 - TOP OF GRID FOR DETENTION CONSIDERATIONS. SURFACE FLUSH OR SLIGHTLY b LIC. NO. 3708e C W2.9 X W2.9 LIGHT BROOM RECESSED SEE DRAW NG TG-EDGE-OPTS FOR EDGING OPTIONS PROPOSEDOOTDOOR �0� 7-28-2020 svw � FIN-ISH FINISH GRADE rI' LI n II II �PAVIUON sSIONAL $�~ /a .1'SLOPE !- t // - I_I -SAND/GRAVEL BASE MIX COMMON- Z<} /// Date: = 6 WITH GRASS FILL APPLICATIONS 6.D'MIN / December 30, 2019 R@VISIOn: I 6" COMPACTED AGGREGATE 1. 3/8" EXPANSION JOINT C - 40% VOID SPACE FOR DETENTION IN S _- CLEAN, UNIFORM, ANGULAR BASE STONE., `' `% - - - // / /// C LIMITS OF GRASS PAVERS February 27, 20 BASE VDOT #21-A Arll 17, 202020 - 2. SAW CUT CONTROL JOINTS, MAX 6 O.C. EXPANSION JOINTS, MAX 30 O.C. COMPACTED SUBGRADE 3. WHERE SIDEWALK MEETS CURB WIDTH - - _- �-:-_I�I-lrllrli I �I I ��I_Ir-ilil� III- In u�T-TI I�li'_I-�I I_' -ILL III- 11-:i_II� I iu.-I_.II uLil I__i� n I it I T� y 111 _ -iL - % _ = -.T1 I I I I iI �_-I; �I iLll I iJI I I�I�I '��T'T� T .- _ ._ _ i-7��T I li I_i�_I. II T �rl rl -I 1 -i.= - I T-_ .il ICI_ / T n / r / June 24 2020 July28,2020 CBR-10 SHALL BE 6 UNLESS OTHERWISE NOTED. 4. SCORING PATTERN SHALL MATCH EXISTING. _I'II1-- _I= PREPARED - ITII i, it n'TF�I�rTIIT j ciIiI iII _ is T_I,�-�I_ _ I I: -I: iT GEOGRID MESH -I -' / OR SUBGRADE -"'- RIC II I II III / CALL - 5. CONTRACTOR SHALL MATCH THE COLOR FOR PRICING OR ORDERING: 1-855-355-GRID 4743. IN STOCK. ( �� FACTORY DIRECT.I LIB II I�, OPTION LOCATION: LIT II // / ION LOCATION: OF THE EXISTING SIDEWALK. SEE NOTE # 5 SIDEWALK DETAIL Scale: AS Noted N.T.S. APPLICATION EXAMPLES: GRASS FILL - HEAVY LOAD 1-855-355-GRID (4743) CLIENT/PROJECT - MADE UN1E550TH WNSE SPEgFlED IN APPROVAL INFORMATION ��E Sheet No.: D DRIVEWAYS RV PADS MIOfrEE*ury oFswxxm„,sxonrx ,xa oeswxvusaxwixn.Eoerun is ,» E.,.:,.�x,o D OVERFLOW PARKING $S'- rc�ouaogummrioetc w,vir,EvxoErtsruuro,wx.w ^*px m TRUEGRID PRO LITE �TMnY 9RROY9 GRASS FILL - 00 0RIOINAL ISSUE JT JT CW OWD19 U . S . REV c�:: n: - a� APPRq+ED d1E amrcuaaffve�rwwarwc e. A . �oR�A� 'r A' ois HEAVY LOAD c w*�4 93�Ie D TG-LIEGRSHL ao C7.0 Ccv4`oL TRUEGRIDPAVER.com - NExiR SYA,F '2 91EET I., `��� 1 2 3 4 5 6 7 8 GRASS PAVER DETAIL SCALE: 1"=20' 10 Of 14 N.T.S. copyright © 2020 by Woolley Engineering TR 24 DTR 15 UMN 48 OAK 10 SIGN VP SIGN )6P SIGN Vup SIGN HCP SIGN Sw 548.3 FFE HCP SIGN NM ti TR �` �,* 40 (D TR 48 Sw d GN PAVED DRIVE ACSA WATER EASEMENT CG2 DB 3433 PG 261 Sw * MAG 48 FP SIGN SW Ww TR 4' 5.5' FFE #279 1 STORY BRICK AND 549. FFE FFE TR #285 2 STORY SPLIT LEVEL CINDER BLOCK BLDG ON BASEMENT Sw APPROXIMATE LOCATION OF 549.2 15' VIRGINIA ELECTRIC & FFE POWER COMPANY EASEMENT 552.8 DB 811 PG 604 FFE BW C7 T10 24 FH J X V TR TR(D 3 TR 3 ** fi WPF X0,24 TR 40 £ / X DEL Ix l" �TR * 24 E M x £TRO I co24 TR TR TR 14 I 24 12O x 15 I 18 _J x Sw MORTAL I C TR TR I 36 TR (D 15 TlRfe ' 36M_ �`� 24 F00 PAVED DRIVE GRAVEL TR 4 DW (D 1T4 0 1 iC TR 7�y4 £ TR CONC� 0 TR 3 \ �£ 12 * WVT 1 3 £ M / M / TR/ r M 8 £ I SW £ TR 54E 1 15 FFE i+ 4 1 BW I IOP= 37.22' E) I V.= £ A I £ (Dow 6 548 3 FFE EXISTING COMMUNITY HALL 537.2 BUILDING FFE FFE = 537.31 .37' PF "TR 8 \ f f 540.2 FYD W W W �l X — x X CEDAR 15 Goo i WP'r` FFE 548.9 TREE CANOPY CALCULATIONS (@ 10 YRS) FOR PHASE 1 LANDSCAPING 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 4.69 ACRES (± 19.1%OF SITE) L•191■ 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 ES 1.0. 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 A ROXIMATE LOCATION OF� 15' VIRGINIA ELECTRIC & ER COMPANY EASEMENT DB 1650 PG 281 CONC. 541.4 TR W V PATIO 3 ` TOP=537.00' w 1 w W X O �0 E T S6SMH C INV.=6s36.72' (3° PVC) W W y QO W I W WOOD ` W W W W W W W W WOW £ � W W W .Y W I• `�' W W W � 3' SHED SW SW w TR X X x(D 1 O W W J W TR ��� { TR 5 20 e a LW W BW GM W W W Y W W W W W W W W PLANTER W TR /' TR W W W W W W W W W y W W W W PLANTER 0 ,/ 0 W W W I W PROPOSED OUTDOOR W W W / W W W PAVILION /j w TR X X — 1.6 W W FFE = 537.31 W W TR �"�, 530.8 SW � W W // �, 6 * 15 �• f FFE COOP EN "��...JJ" BIRD HOUSE FFE BW W W W W I u / / / SW 1 543.2 W jj// �, W ,� &TR* W W Existing Treeline STORY W W W W£ W // W BRICK OAK 5' 015 1 ON BASEMENT j/ 14" CHERRY / /. W W W l W 8,��.CHERRY . // // W W W * `�' OAK W W y W W �' `�' `�' W W W W y WO�8" W W �' " LOC. BW HATCHED AREA DENOTES APPROX. //// %/ ////��/j — P(�E 9" LOC.FFE 9 CO BW JAP LIMITS OF LAWN TO BE SEEDED 36 W W W W y W Wo * W W W W P MAPLE I W W W W �, �, 6' �l% IN�EL W �n SW .�. W W W W £ W W y W W W W W W W W W W W W W W y W W W W W 'W W I W W W +5" P@ . W W W W 11, L C. _ 0 6 J — 6" ED. W W W W �,u1 W W �V �Y W W W W `�'. I I W W W W W ` V W W WOAKW TW V 06 0 TR �� ; 12 PINE - - 6" CED. wWV 2 P 6 DBL. PI / — GAS- — :.'�i • W W W W W W W J' W W W W W W y W 1' OP/ W W W W W W W W L7CO ��GPS W Y W W W W W W — W 1,5„ POP. 51 _ � _ _ _ _ * %� SSM�f w . — 18" HDP ( W W W W W W W, _. A W J W W W W W W — -- 14" LOC. * W W W Y //////// /// GAS GAS — I — W / // // W — � W �w���� +x 9" POP. � DB L 22" POP. GAS GASH ' • "' y — — 6" ALANTH. HyC. 0" P4UL1, M. 4" POP. 010" GAS.G&S W WW W W W W W W W W W W W '�' W L W W GAS�GAS w W W W W W ACSA SANITARY EWER EASE ENT W 30" POP. IF DB 3433 PG 261 8" ALANTH. 10" pAULO 8" ALANTH. HATCHING REPRESENTS 225 LINEAR FEET OF 20' WOODLINE PROPOSED TREELINE 508 8 (TYP.) BIOFILTER PL NTINGS TR �20 WIDE GRASS PAVE TURF REINFORCEMENT A SDMH 18" HDPE (SEE DETAIL SHEET C7.0) (2) RIVER BIRCH O SSMH E HATCHED AREA DENOTES APPROX. LIMITS (2) DOWNY SERVICEBERRY TELEPHONE EASEMENT SIGN PG 77 1250' +/- TO _ OF SLOPES GREATER THAN 3:1 WHICH GROUNDCOVER PLANTING MIXTURE DB 1592 10' 0 10' 20' 30 FEET VIRGINIA POWER EASEMENT STATE ROUTE 20 � SHALL BE PLANTED WITH A MEADOW MIX - (SEE WPO PLAN 202000001 FOR BIOFILTER DETAILS ) DB 1595 PG 676 SCOTTSVILLE R01 — SEE GENERAL NOTES FOR MIX DETAILS SCALE: 1" = 10' LM II VUOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville. Virginia 22902 (434) 973.0045 www.WooBey-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT _J O o y� Q W E Z U �; 0 V) J ® Q Z � LLJ coj ^^-� 1:: ci, Q LL ILL. 0 W Z ® .Q: o Z U LANDSCAPE PLAN Job Number: 19090 OF RLC W. WOOLLEY LIC. NO. 3708e 7-28-2020 GIs W TONAL S' Date: December 30, 2019 Revision: une Scale: 11. = 10' Sheet No.: L1.0 11 of 14 copyright © 2019 by Woolley Engineering