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HomeMy WebLinkAboutSDP201900081 Plan - Revision 2020-04-21TANDEM 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: IMP 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 dining pavilion building. (3267 sq. ft. = 0.31 % of site) 8. Proposed Building Statistics: Proposed Use: Dining Pavilion Number of Floors: 1 Gross Building Square Footage: 3267 sq. ft. Proposed Ridgeline Height: 27.5 ft. Appurtenance Cupola 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 IMP 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 91-1 1, 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 site will be treated by a bioretention level one and sheetflow which 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 0TE 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 LL o w 0 z 0 � � Z � 0 Q COVER SHEET Job Number: 19090 N11 OP o r,� ERIC W. WOOLLEY LIC. NO. 37088 4: �0 0�'S 'TONAL EJ Date: December 30, 2019 Revision: February 27, 2020 April 17, 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 F"" WON= now= MWMWM 2 now= Eno= 'WMUM r�— h, i i COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-45% Phone (434) 296-5832 March 12, 2020 William Adams Train Architects 612 East Jeffcrson St Charlottesville VA 22902 RE- SP201900007 Tandem Friends School Pavilion Dear Mr. Adams, NA r\1i I. li !ail! Fax (434) 972-4126 The Albemarle County Planning Commission, at its meeting on February 18, 2020, recommended approval of the above noted petition to the Board of Supervisors by a vote of 6:0 with conditions as stated in the staff report: 1. The development of the use shall be in general accord with the concept plan entitled "SUP Amendment Concept Plan — Resubmission," prepared by Train Architects, dated 09 December 2019, and last revised 10 December 2019, 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 only be authorized by anew special use permit; 3. Total school enrollment shall not exceed two hundred and fifty (250) students; and 4. Amplified sound from the pavilion will be subject to maximum sound level regulations as provided in Chapter 18- 4.18.04. Amplified sound is prohibited between 10:00 p.m. each Sunday through Thursday night and 7:00 a.m. the following morning, and between 11:00 p.m.. each Friday and Saturday night and 7:00 a.m. the following morning. Unamplified sound will not be subject to the maximum sound level regulations, as provided in Chapter 18- 4.18.05(l+i). If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434) 296-5832. Sincerely, Andy Re telbach Senior Planner Planning Division Cc. Tandem Friends School Administration 279 Tandem Lane Charlottesville VA 22902 SPECIA'IL USE PERMIT INFORMATION 1 1 1 1 1 I I I I F I • rn I I I ` I C ` I I I Q IF Io � r 1 I 1 1 Go,� #,N Cb C r I / 1 1 , I I I 1 Wow 00000 0000 _00000 Wawa - - IF/ -_�- S24 4f --- r/ —�� -�--� 0IF 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 - Dining 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 OP P. ERIC W. WOOLLEY LIC. NO. 3708 4-17-2020 �SIONAL Date: December 30, 2019 Revision: February 27, 2020 April 17, 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 IIII I I 0�550.7 sw r- d R 3 WPF -\ \ I I IIII I I I I POP 4 (DPOP 4 (D *LP POP 8 / IGN . U.G. 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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 N0. DIREC110N 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 XISTING CONDITIONS EXHIBIT Job Number: 19090 Date: December 30, 2019 � 0 Q Revision: February 27, 2020 April 17, 2020 E 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 BIRD� 4xOHOUSE I I WOOLLEY ENGhNEERING O / \ \ \ Consulting Civil Engineers2 O/ 0000 �- \ H V \ I / TR x TR 3 \ I I 1 \ \\ 1 1 I \\ \ \ \ 210 5th Street NE Charlottesville o Virginia 22902 (434) 973.0045 O 0 000 �- POST (TYP.) \ I MB j - --'�� 3 x / x X TR TR x DBL 40 \\ I 1 \ \ \\ www.Woolley-Eng.com 24Sl Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia SIGN \ I TR x \ ` EXISTING VEPCO OVERHEAD LI \ \ 1 >c x x x 24 E M X \ AS SHOWN IN DB 811 PG 602. 11 I I I ` I I "SIGN I ACSA WATER � 1 TR � TR \ J \ 11 � EASEMENT \ TR 24 1 TR DB 3433 PG 261 � 4 x 4 x TR - x x �. DW 4 I 1 1 I I --- \ I 1 I I I 22902 P: 434 296-1303 ( ) SIGN \ 1 I I 8 O x _ x T4 \ \ 1 I I I I I \ I I I I II MINOR TR x SIGN 40 x MAG - 1 M MOR1 .L 1 '` x TR x . \ � I I V SIGN 48 \ 1 x TR TR 18 E)36 TR I x DW 1 6'0 1 549.0 A \ \ SITE PLAN AMENDMENT I 0.4 \ R 1 x x x %� TR FFE %\ 1 HCP SIGN x TR 48 SSMH-,, � 0 44.4 TR 0 05' 4.5' LPT 1 36 / x x24 CEDAR 548.9 FFE \ I PORCH TR •4 4.6' 555.3 31.8 0. \ R 24 �15 1 \ 0 WELL FFE I HCP SIGN SIGN � N TR 6' 6.0 o x 41.8 90 , 32.0 555.3 , 1 1 TR © 12 TR x 3\ x 1 - ° I x x x x \ \ I I I I I I i 1 I Q O z 10.1 FFE 90 1� / x R x �\ ° y '\ £���� � I I I � I n) W � 550.1 � 00 550.7 W FFE WVT I FFE 0.6 42.0 44 _.� , DW TR TR18 D'� / I I I I BR I 0 4 4 "' 549.8 CMMf 0 � - 8.3 9.1 x W \ I A ROXIMATE LOCATION OF I I 15' VIRGINIA ELECTRIC & 1 I - I I I v J x / I BR J FFE 549.1 N x CM � . _ � 2 ' � 6 � 4� / , � � ER COMPANY EASEMENT I I I I o D 1650 PG 281.5 �' `-548.1 FFE 5.5 ' / � TR I x U548.3 6'a'W59. c I I II I I I W m FIFE 7.1 116I 549.1 36 2 15 � FFE I J 2�•7 3.7 65.9, `548.3 FFE-_.,-3 �=' \ N APPROXIMATE LOCAT N-0 �. \ 3, J ^ ❑ - \ I \ I I I i I I I II ^^// 1� � Q LL \ N N r? 6.7 _ FFE 0.9 - - - \ r' 549.2 �r FFE _/ 552.8 ]�=VIR�}IA�CTRIC & POWER COMPANY -EASEMENT DB 8N-PG�4 1 \ I 4.0 548.3 FFE \\ 1 / I I I I� Q) • - -FFE 7 - - _- - �- � 541.4 537.2 �- I 1/ LU z s GM FFE �3� / ( 1 I 1 OP= 37.22' `" --P.0.2CID FFE P 90 s. TR o' I FE=537.37' CP.FYD \ ' I ' U x 3.5' FFE=537.31' � \ S\ . \ \ f-541.4 FFE TR % 3 4 - �- I TAP=537.00' 74.0' X TR S \ \ s \ � s x Q� � / SSMH C I INVI 6 2 3-TVCj CO 24 . TR 2 0 - /C!P1 / TR 15 ------ \R x 10 TR , DW 1 - - I / / / co I 0) SITE TR x � .5 � CM x x I 10 / DW DW_ - J / x I DEMOLITION TR 20 --- 0 o CM o ( - - __ 1 1 J I I I I I I I PLAN xx TR /0i0� 21.4' 0 TR /� 0y� s 1 WA T _ _ --- X00 I I I \ \ \ i 0 GM TR 530.8 1.6 N x G � N 1 MAPLE _i- FISH ART x I TR - - 1 1 SIGN 6 \ I I x � � I � I Job Number: 19090 15 FFE � - (D�TR � _ N 1 I i BRD HOUSE 5432I FFE I J x ( 1 I / �- OAK 1P 6THERBA 1. �� i 6 _ \ 1 I / TH OP rn i/ / 15 SWINGSET 14" CHERRY'/ ' I �� ��00LLEY `W. \ i N 1 I I OAK - - be / ' 8 CH 8" PINE C. � I - - E�RIC � MC. N0. 3708�-�� - 530.9 FFE CO -- - � � - � � - ° 6„ PINEo� � I I 4-17-2020 �W s � APLE - - - , I _- _ _ 5 -P9P. -I- -- - 11 " Ld / 6" D. S ° SI O NAL �11 \ \ 41.5'11111111111111 v (D6 f\ �� AK 18 � � _ - O O O --- � BIRD BIRD -WWF - ®- 12"POP. S / _ - - - L r _- S S - 7 CED. SSMH E Date: 39.0' -�_ �_- TR- �. _ ! . �= 1 x _ - - - - HOUSE HOUSE _ _ _ 1 PII 12 POP. \ _0 "CED. December 30, 2019 N - - _ _ - - S - _ -- S 10" P NE_ _ E / 12„ PINE \ j Revision: February 27, 2020 FH _ - 6„ / P April 17, 2020 �- - -- ��---�_--�_12 _TRH--- - - 5- S- - _ S _ 15 OAK" _ - - 2''POP/ - - 51 3 GRAVEL - - / i SSMH N - S - S - S S �_ _ _ _ _ _ ® 14 LOC. _ 15 POP. - POP. „ 1-7 x ALANTH: - „ - / f / 18" / HDP -� / - - - S - _ - - _ _ - 6" ALANTH. 6" HIC. 10" PAULONIA • „16 - - Dg� 22" POP. 12 LOC. POP._ - � r - �POP.� x -- _ - 3 POP IF Scale: - - ACSA SANITARY SEWER DB 3433 PG 261 EASEMENT 8 ALANTH. - 10" PAULO • 8" AUaNTH. _ 10 OP.• - _ \ - REMOVE AND.REPLACE EXISTING GRAVEL ACCESS ROAD / Sheet No.: - 08.8 18" HDPE / \ SDMH TELEPHONE EASEMENT SIGN C30 \ �- DB 1592 PG 77 20' 60 FEET 0 20' 40' VIRGINIA POWER EASEMENT • \ rM DB 1595 PG 676 SCALE: 1 " = 20' 7 14 of copyright © 2020 by Woolley Engineering - UGT - UGT - UGT UGT - UGT - I G Q Q - 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 p X '< EM x3 / \ ` EXISTING VEPCO OVERHEAD \279 The Tandem School SW SIGN PAVED DRIVE ' I x I GRAVEL ASSHOWN IN DB cn Tandem Lane Charlottesville, Virginia I 811 PG 602 22902 CG2 x I P: (434) 296-1303 SIGN SW I O / SIGN SW x SINI / � MINOR x \ \ SITE PLAN V SIGN 0.4 I I / 305 AMENDMENT HCP SIGN SSMH--,,/44 90 90 4 �� 4.5 / B��D NG \ `. I SW IFp Q 4.6' 555.3 '� FIFE J 31.8' ��� 0. IFO p PAVED WELL #295 6.0' / DRIVE HCP SIGN SIGN �i 2.5 STORY BRICK WITH BASEMENT �� Z -' j \ O SIN '� 555.3 / 32.0 CONC I i j Q � 10.1' FIFE c0 SW / X -� I i i i O z T LO 550.7 0. 00' FIFE WVT PF WIN FFE 0.66' 4._ \ \ (.)Eo SW BIN BW SW '` j j �w IN N � I [ r ^ LU WIN- S�' 549.8 BIN BIN CONC. � � 91 APPROXIMATE i I LOCATION OF � � 11 �� FIFE ��' 28 3, 1-11-1"1 g1 \ 4� 15' VIRGINIA ELECTRIC!:( & POWER COMPANY Q SW 549.1 48.1 �� SW / o i cc� EASE B 1650 i g.7 7 FIFE FFE 5.5' i ;LLJ STORY BRICK AND 549.1 11.6 1 S 36.2 APPROXIMATE 548.3 rn FIFE w P 81 I i i i Uj FRAME B DG FIFE / LOCATION OF 15' VIRGINIA ELECTRICcooI �, ' I METAL J 548.3 / 65 g'/ & POWER 23 3 " TRAILOR i i i 1__L Q 1� LL U- / 7,� \ N; FIFE �6 0 9, ' 549.2 1 COMPANY EASEMENT DB 811 BW / 4.0 548.3� FFE GRAVEL nn11 ) O r?' / WIN552.8 / 7 BIN PG 604 I I � FFE EXISTING OD SHE i 541.4 FIFE BIN� COMMUNITY HALL 537_ E FFE=537 .37' BUILDING FIFE 2 `ti i W O z 53 j' o 128. � YD WOOD SHEDo \00 13.5 2 STORY SPLIT LEVEL ® \ U CINDER BLOCK BLDG / 20.0' \ `O' ON BASEMENT 5�$1.0 o. BW � FFE=537.31' �' i� ' WP� \ \ CONC. 541.4 i , PATIO I I 74 0 X \ F 4 CO \ \ �O 3- ETA \ 1 SSMH C O b 8 Y ERD DRAIN N'SN WNT EASEMENT PG EXISTING S IpEWALK 8" YARD DRAIN I o O 8" YARD DRAIN WOOD 15 � SHED i 1 o \ SW \ .. OB 3433 " RETA ING SIN .° NEW 30" HEIGHT \261 SSW SW X \ ��� 2p WALL (SEE ARCHITECTURAL ) j o LA YO UT 5.6��- X "1' ISTING S IDEW p,L I b. d S� /' , - - NEW DETAIL ON A2.02) SIDEWALK X X I j I I s � BIN 1 PLANTER i PLAN 6' C-) 1 WwF WIN ) j PLANTER BW , 1 6 SW SIDEWALK EW S ' ' "' w PROPOSED DASHED LINED 1 INDICATES A INDC X X j I I ! SIGN Job Number. SW �� 530.8 �,e DINING PAVILION POTENTIAL FUTURE SITE OF CHICKEN i I I 19090 COOP FIFE FIFE �/ FIFE= 537.31 AN ADDITION -'; i i SW rn 1 BW 73 / BIRD HOUSE FIFE P, , STORY CP' BRICK ' 10' COVERED _----------- o j TS OF P 1 5' ON BASEMENT / 7C, OPEN PORCH i- 8 RAILING i I 1 BIN214'� (TYPICAL) STORMWATER PRETREATMENT CELL FOR BIdFILTER i SHEET C6.0) NE ERIC W. WOOLLEY LIC. NO. 3708�= 530.9 FFE CO BIN RAILING 100.2' TO PROPERTY BOUNDARY OUTFALL �. (SEE j PROPOSE TREEL I I i i �/ / 0� 4-17-2020 �W No SW (TYPICAL) 41' - I / O �SSIONAL o 41 o' � ' I V SSMH E o 39.0 - J - � � GRAVEL \. Date: December 30, 2019 DIAPHRAGM �. WV - �.. - ` Revision: February 27, 2020 �- - - - - April 17, 2020 179' RAP � -DRIP SSMH � _ I O _ 4 LEVEL 1 BIOFILTER WITH UNDERDR Scale: (SEE SHEET C6.0) RIP RAP STC�RMWATER ACSA OU FALL i 1 " = 20' GRAVEL DRIVE WITH GRAVEL DIAPHRAHM GRASS PAVERS (SEE SHEET C7.0 FOR WOODLINE SANITARY SEWER Sheet No.: (SEE SHEET C7.0 FOR DETAIL) DETAIL) (TYP.) EASEMENT DB 3433 PG 261 TELEPHONE EASEMENT 20' 0 20' 60 FEET _ DB 1592 PG 77 VIRGINIA POWER EASEMENT SIGN 1250' +/- TOC40 � DB 1595 PG STATE ROUTE 2 • ALE: = 20 676 SCOTTSVILLE RO 6 of 14 copyright © 2020 by Woolley Engineering 48 OAK \ \ 10 BIRD� 4xOHOUSE I I WOOLLEY ENGhNEERING O \ \ \ Consulting Civil Engineers2 O 0000 \ �-- / H \ \ V / TR x I TR / 3 \ I I 1 \ \ \ \ 1 1 I \ \ \ \ \ 210 5th Street NE Charlottesville o Virginia 22902 (434) 973.0045 O 1 0 000 �- POST (TYP.) MB I \ - x j 3 x / X TR TR --'�� x DBL 40 \\ I 1 \ \ \\ www.Woolley-Eng.com SI 24 '� \\ \�\ \� I Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia SIGN \ I TR x \ ` EXISTING VEPCO OVERHEAD LI \ \ 1 >c x x x 24 E M X \ AS SHOWN IN DB 811 PG 602. 11 I I I ACSA WATER � I � \ J \ ` I I I "SIGN TR TR 11 � EASEMENT \ DB 3433 PG 261 � TR 24 x 4 1 TR TR 4 x - �. DW I \ I 1 I \ I \ I 1 I I I 22902 P: 434 296-1303 ( ) SIGN \ X 4 I I O x I 8 _ --- x T4 \ \ I I I I I I \ I I I I II MINOR TR x SIGN 40 x I - '` M MOR1 .L TR . \ V SIGN MAG 48 \ 1 I x TR E)36 x TR 18 TR I x DW 1 I I I I I �\ I I I I SITE PLAN 0.4' ' x x x %� TR 549.0 \ FIFE AMENDMENT I HCP SIGN x TR 48 SSMH-� a? x TR \ 4.5' LPT 5 RI. x I I I 36 TR / x x 24 CEDAR 548.9 FFE RICH I TR 0 x •4 555.3 0. \ 4.6'WELL R 24 O ° 15 \ 0 FFE \ I I I HCP SIGN SIGN TR 6.0' \ / I I I II \ I o W TR TR � x 3\ 555.3 © 12 x ° x Q I FFE � I x R � / 550.7 - I X x 3 WVT I \ x 1 FF 44 DW � FFE I TR TR 8\ l ll / BR D I TR 0 54T ✓ 0 � / � x W \ I I I I I I A ROXIMATE LOCATION OF+. ELECTRIC & I I I I I' ♦ /� Q) Ld L x / O J � BR TI FFE x CM - _ � I � t/ 6 / 15' VIRGINIA G BL CI ER COMPANY EASEMENT I I I I I I o PG 281 I I I I I I p D 1650 .5 .1 FFE 5.5 FFE' / � � I 6' x TR 548.3 I 15 N FFE \ \ I I I I I 1' U j w co 549.1 ^-// J _ 548.3 ,_ 549.2 FFE APPROXIMATE LOCAT N-0F ' R�OIA�CTRIC & .I � WECMPANY SEMFNT \� 548.EFFE " I / I� � �n1 LL • O 552.8 DB 8N-PG�4 I I I \ _ FFE 41.4 / / I EXISTING COMMUNITY HALL 537.2 BUILDING �- I I/ r I I I I I L ~ z O s GM - FE, I I 1 OP= FFE 37.22' FFE = 537.31 -� 0.2 \ / 1 s. TR x I FE=537.37' I �YD \ I I I 11 U FFE =537.31' X I I I I I I I I \ 541.4 TR % 3 I CO TR I TO AL IELD-VERIFY LOCATION OF EXISTING X ROOF DRAIN LEAD S 1__' I I I II _ - --r s\\ \ TR \ s\ ­0 s �O E� 1 - (� �- TAP=537.00' 0(,) SSMH C I 111 6 2 3' Tr 7.29 +5 7.29 -0 O / s 8 \ mow- 24 TR s S I DRAIN / - s I S V '7 o� 17 I / A 537.0 6CLEANOUT 8" YARD DRAIN I / / / 20 \ . \ S S ' _ I• x _�� S s S � TIE-IN EXISTING PVC STO M DRAIN PI E 5 - ��` .. ,�. 37.oa 539.50�/ / / / / s KNEE WALL - I- / / (� TR 15 _ J - s s %�� x x X R x 10 TR N J I <.' `�� 96 I . .... F t.. s' t . . e '' - - NEW CONCRETE SIDEWALK / SITE TR 5.6 \/ CM x I x 10 I 1 A J S' -- 9.50 X 1 X 1 5 x TR - / CM � TO ; s - II PLAN 20 � x TR/�� a\ TR / S37.13 OPflSE1SDINING N - - _ I I X O \ I 1 I Job Number: 19090 \ x ell/ \ �. `,> ` PAVILION TR ,C \ 1.6 I � FFE - 537.3 v - Is, STORM JUNCTION 6 � � - \ I / SIGN I �:o � - TR 530.8 .o J I � 15 x FFE `� N I I / o I< - N D I I BRD HOUSE GAS LI E 543.2 FFE r I I J I � J x OAK n I (� ? TR 6 \ I I I 8 sf PRE-TREATMENT CELL � I � I TH OP � TIE-IN NEW GAS -LINE TO EX. 1 5, 15 14 CHERRY I. 14 3 "PVC xx I 1 I I � 8 ° C. / 1 - E�RIC W. WOOLLEY 1JC. NO. 3708� - \ 530.9 i OAK - - x - _ 8>, PINE LOC. / - 6 PINE / x � wx 4-17-2020 \ \ FFE CO JA'- � _.- - - x APLE - I ----_-- f I - x � I I . -�BP. - - 11 LL / 6" D. Ls S'rONAL I - 6I�- _ � I --f- _ S \ T�\�_J_18 (D-6 __-N- --_-_S°7 x „ I CED.L / SMH - 5 Date: ® NEW ETER I _- -- --- - -- _ _ - --- --- - -- - ---- _ _ _ _ - - _ _ 1 PIt / _ ° � December 30, 2019 PLAN E FOR--CONNECTION _ ` _. _ --- CE.ARCH -- _ - . / I / Revision February 27, 2020 WV _� __--`.. - _ _ - - S - _ �\ / P / 6 DBL. April 17, 2020 ----- H -_-- _- _ - - . _ - --- - - - - - - - s ° S S S. S _ _ - OAK _ - - - - I „ P - - ---51 - /PS'� --, G -- G PS� SSMH s S _ - --- S " 14 LOC. _ �� 5„ POP. 1 7„ f / _ 18 HDP / 9s rGRAVELL?RIVE ---- -- . - _ _ -� 22" POP. --\`= -= cr-------- _--- ---, - -1G SSG s- -__--_ x I OP_ DBL. _- W_GAS - -- _ - GAS _ - 6 ALANTH. 6" HIC. 10" PAULYJNIA = - - �P P� x - - I Scale --- - _ ---_ _._ :_------------� _---_ GAS --- GAS __ - » - 3 POP . „ 1 - 20 _ - --- --- ---- - E GA - - Gas- - -- M ER EASEMENT DjF RIPRAP ACSA SANITARY SEW DB 3433 PG 261 8" ALANTH. B x � 10" PAULO x 8" AUaNTH. _ _ - 10" OP. � � - \ � � \ � VPROPERTY / Sheet No.: 08.8 - 18" HDPE \ ADD 4" FRAME AND COVER TO EXISTING \ SANITARY SEWER CLEANOUT. CUT FLUSH TO ADD GRAVEL TO EXPAND FINISH GRADE. LINE LEVEL 1 BIOFILTER WITH UNDERDRAIN 285 SF (SEE SHEET C6.0) SDMH TELEPHONE EASEMENT SIGN C5.0 / EXISTING GRAVEL \ DRIVE � DB 1592 PG 77 20' 0 20' 40' 60 FEET VIRGINIA POWER EASEMENT \ DB 1595 PG 676 SCALE: 1 " = 20' 7 14 of copyright © 2020 by Woolley Engineering Storm Profiles 545 Pipe 15 21' C f 6" PVC @ 4.45% Pipe 17 18' f 6" PVC @ 2.05% O0 O 0 0 0 0 O O O 0 10 Ln Ln C. o 0 0. 01 01 01 0. 01 01 ^ �. �. M O 0 (j 0, '0 0110 ^ M 00 M 0, M 0 M M � M 0 M M 00 M LO M � M N M r" M co M 00 co ^0 0:� � N� p� ,per O�� 00� 0U) 0� OLO Cr5� M� � 10 � LO L6� Oil II N11 C14 540 11 01 + II ^ II N N N N MLL' N N r- N N O N ^ N ^01 N N N N ^ N CI I LU N w w LU I L I II II 0 II II II w w 0 II 0 II w w II II II LU I w w LU II 0 II 0 II p II w I LU 0o II LU LU LU ^ ^ ^ NCG>v�tY mN� >N� >v�tY ef]N� °ON �V) > V) >NQ-' >NQ-' mN� mN� OM J- �NCL� �N� J 55' of 6.00" PVC @ 3. 23a,O U 0 11 /� - - - - - - - ----- ' -- -- __- - -----' pip 72 535 N a 1 e633.24'°f% �� Pip 1630'of6"PVC@2. — _..— ' Pipes @52 (/° 600„F — — ^ PVC — °�° <" 3� 9 °�. o0 Lr — — 0� 0 ��' q 00 r"'i � o o - --- O0 O0 �b M co 10 II II II 530 '_--�- - R+p�=vim — M NN �� n n to o N 00 �� o� '- _ oo Pie. ^^ Q 00 00 00MM � to QQ Q �� 0� 00 �� II II OO O*Cj-----' --- ---,__ 00 C@rj%2% / 00 II 0000 NN ��� Q.� OQ P 000 LO N N N Q 0_0_ O� �n�n 11 11 My QQ M N w Of$ 0'0'0' No` MMM �� 0 11 ^ o`o�o4 ��� ,' @��O II 11 NM N N 0 e$g8.3$ O °; ,'� PJG (D� � � � 525 w ° P�� — � � 010 Q) � � � 00 01't bob' .�.� 0 11 �3 , 9 QQ Pipe 2 2.72' of 6.00" Pipe 11.13' of Pipe 4 3.66' of 6.00" 0 Pipe 1 10.52' of 6.00" PVC @ 5.25% ' 6.00" P C @ 5.93% PVC @ 1 1.26% �? PVC @ 1 1.65% �r Pipe 12 2.92' of 6.00" PVC @ 15.65% w �' Pipe 10 19.76' of 8.00" PVC @ 4.80� 520 0o Pipe 2.44' of 8.00" PVC @ 10.63% 515 510 1 20+00 21+00 22+00 1 23+00 24+00 25+00 26+00 1 0 0 N LU Sanitary Sewer Profile 540 APPROX. ELEVATION OF BOTTOM OF WALL. CONTRACTOR TO VERIFY. 7 540 PROPOSED GRADE 535 535 530 e �' 530 EXISTING GRADE 525 „QJ�@,2b 525 �i/ 15 520 520 515 , APPROX. ELEVATION. 515 U } ,n N i � C O 510 o M 0) 510 0 N a 13 N 0 '0 0 01 p } CMV x o± O M Scale: 0 n 0 n c n m 0±± 11° 11 ° 11c 11 Vert: 1" = 5' 505 w� oa Qa �� �� �� �� Horiz:l"=20' 505 10+00 11+00 12+00 Length (ft) 0 0 N LU Length (ft) Sanitary Sewer Profile Q)o 540 PROPOSED GRADE U_ 0) M 0 540 Co N 535 535 HE 537.31 EXISTING G ADE s 530 530 0 1�2 `a P`I G 525 32 5 � 525 520 520 515 3 515 N } c 0 N 510 510 Q 00 O 0 o r? Scale: Vert: 1" = 5' 505 m 0 N Horiz: 1" = 20' 505 13+00 14+00 15+00 Length (ft) NVooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner: The Tandem School 279 Tandem Lane Charlottesville, Virginia 22902 P: (434) 296-1303 MINOR SITE PLAN AMENDMENT J O � O � Q Z U�� � w J Q Z � W w � m Q o w z � � 0 Q UTILITY PROFILES Job Number: 19090 TH OF P. j ERIC W. WOOLLE%Y LIC. NO. 3708AV 8 a 0 4-17-2020 �4W ti �'S��'ONAL Date: April 17, 2020 Revision: Scale: As Noted Sheet No.: C6.1 9 of 14 copyright @ 2020 by Woolley Engineering 0 SEWER SERVICE LATERAL. CONNECTION NOTES: 1. WHERE A SEINER 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 o Virginia 22902 TO THE MANHOLE. (434) 973.0045 ` BACKFILL SHALL COMPLY :/// \�\��\\\�\I I I=III III /� VDOT 21 A CRUSHED GRAVEL, WITH LANDSCAPE PLAN %\\) I III-III-1 / COMPACTED TO 95% 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL SLOPE SLOPE www.Woolley-Eng.com / \�\\\'\ III -I I (-III ` BE CONNECTED USING A PIPE SADDLE. Owner: 8° SPECIFICATIONS / ��\\\ 1-III-III-1 MAXIMUM DENSITY CLASS I BACKFILL IN \\\ I-111-111-I/ 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% � � The Tandem School �I 1 IT_Il t� III 1- ACCORDANCE WITH III=11 -I-III- 12 I INITIAL BACKFILL * I (1 /4 PER FOOT } �• i\ ��\\\ \\\�i\\\ii\�,\\ i i �\\ i� \�\\\��\\\i�\\\; CONTRACTOR SHALL 279 Tandem Lane Charlottesville, Virginia SECTION 302 OF THE VDOT ROAD & BRIDGE D +12" =III II MIN. I (6" LIFTS) =III SPRING LINE OF PIPE 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN �, i\\\/�\\\i-= \\ t ,i \\�\\\/�\\\��` ii COMPACT EACH LAYER OF BACKFILL PRIOR TO 22902 I I III SPECIFICATIONS 1..11.:-1 11�1-1 * DIAMETER OF 4". �\\\ \\� i \\ � \ \i \�\\\i�q i\\\� \i\\ i\ \\ �� \\\� \\i\\\� \� i! INSTALLING EACH EXTENSION RISER P: 434 296-1303 ( ) HAUNCHING NOTES: STONE 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, \�\� \` � \\�\i i \ \\ 1. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A "" BEDDING DUST \ �� ` MINOR (4" MIN.- 6" MAX.) MINIMUM 6" BEDDING OF SALT \� \�\�\� \�\\�\\�\\�\\� / 9" SQUARE TAPERED 9" POLYPROPYLENE SITE PLAN CRUSHED STONE. FOUNDATION (SHALL BE\\/\\/\\/\\ 2. FOR COMPACTION OVER PIPE REQUIRED WHEN SOIL TREATED \ \ \ \ \ \ \ \ \ //\/ CATCH BASIN W/ U.V. INHIBITORS. TRENCH USE APPROVED HAND �` /��///\��/ / CONDITIONS ARE UNSTABLE.) ��"� 2 X 4 FINISHED GROUND MARKER /\//\//\//\/ \//\ \\�\\�\\�\\\\ p�P% \//\//\//\// \�\\/\\/ \\\� AMENDMENT OPERATED MECHANICAL q LLJ TAMPER. � o VDOT #57 GRAVEL BASE 4" DEPTH STORM DRAINAGE PIPE BEDDING & BACKFILL \\\\\ �/Z N.T.S. I\\\�/j / 0 PLUG END 4F MAIN LINE SERVICE LATERAL SECTION ��\\��\\��� /\/\/ \ \\I\\�\ \/�\\/�\\/ \/\/ COMPACTED SOIL SUBBASE Q 0 Z Q� - . , t, 500 IIIIIIIIIIIIIIIIIIIII- III I IIIII I THREADED PLUG CLEANOUT ADAPTOR -BRASS CAP LLJ 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 Lu w Im VDOT NO. 21A STONE 3" PLAN J 0:0� Q YARD DRAINS 611 VARIES N.T.S. LL LL. -Q) O 4" PVC PIPE v , REDUCER (IF NECESSARY) SERVER SERVICE LATERAL CONNECTION LU Z 0 WYE "Y" TEE N.T.S. •_ 0 FIG. S-2 � U 1 2 3 4 _ 5 67 a I 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. �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 n� u FIFE 4. FOR HIGHER TRAFFIC INSTALLATIONS, RECESS SOIL LEVEL WITHIN TRUEGRID AND SEED OR LOCATION OF 15' VIRGINIA ELECTRIC 23.S x 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. EASEMENT DB 811 PG 604 4.0 FIFE � 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 FIFE VOID RATIO IN SUB -BASE MATERIAL. (EXAMPLE: UNIFORMLY GRADED ANGULAR STONE / ##57 OR SIMILAR). >/ 540.2 7. TRUEGRID PRO LITE PRODUCTS ARE SUFFICIENTLY RATED FOR LOW TRAFFIC H-20/HS-20 LOADING. I\IIIIII S; �C rYD 8. NO STAKING TYPICALLY NECESSARY WITH TRUEGRID PRO LITE WHEN SLOPE 20 DEGREES, ASSESS PROJECT AS NEEDED. FFE=537.31' Job Number: 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 0 STORAGE CAPACITIES, OUTLET FLOWRATES, AND OTHER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS. IN 4' X 4' SHEET. RECONFIGURED 11 OP B 11. THIS CROSS SECTION IS FOR INFORMATION ONLY. AS NEEDED. NO EXTRA TOOLING OR ACCESSORIES REQUIRED B 51Y�+ �% _ o� r 5" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WIDTH VARIES, SEE PLAN SOIL RECESSED TRUEGRID PERMEABLE GRASS suB-elnsE 118"-1/4" FROM PAVING SYSTEM (SEED OR SOD) 3/4' OR 1" CLEAN WASHED ANGULAR STONE ADJOINING FINISH GRADE TRUEGRID ERIC W. WOOLLEY 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 �0� 4-17-2020 FINISH FINISH GRADE - _T } .: Imo' ' n .. -�' r, _, � � , : • . h -� I ;: �,, ��.-. :. -> . - _ .. I e I � ,� ,� ,, _ � I PROPOSED DINING PAVILION ASS, �1yCs ION AL %4':1' SLOPE + 1.O" i J FFE=537.31 p II - �-- G 5 - I << I l _ / /� Date: - - SANUfGRAVEL BASNE MIiC COMMON 6 6.0°MIN WITH GRASS FILL APPLICATIONS - / % - - - / December 30, 2019 6" COMPACTED AGGREGATE 1. 3/8" EXPANSION JOINT BASE- VDOT #21-A 2. SAW CUT CONTROL JOINTS, MAX 6' O.C. v01D SPACE FOR DETENTI CLEAN UINIFCIRM ANGULAR BASE ST[iNE _ _ _ _ _ _ _ _ _ - - - - - - / - - -J-L- - // f LIMITS OF GRASS PAVERS Revision: February 27, 2020 EXPANSION JOINTS MAX 30' O.C. COMPACTED SUBGRADE ' = o=sTl=i =11-T' i-u-: I-i i -i e=1T-1T1 T-1T=11=Tt=1=1i1 -=1ir 1=T=1T�Ti i=,Tl I I I f I I I I - - - - =1- - - - _ - - - - - - - _ - - - =1 - I� = 1=I . I_i _�.-�� I 1=1 o _ -� I I I1-1L=.1 I- o J-I I-LLI) I I� ,11= �I I'-1-1L--� I I �J H I -I F-LI I=III 1-i I-1 I I �I I_ I I� _I I l-1 I_ I 4l-flI I-1 I i= . r 1-1 =1 I'=1 V rl n 1 r-1 =1 1=1 9=1.1-1 n I ICI 1-I 1=1 11=1 I'- I� 1-1 (= l �1=±-1Q1�-IU li- =I __ I ______I SIT-ul---1r-T li-iil-T- -it=iil_ / T I� 11 I_ I- I _� I I_ - ;I = _I - I F l- p _ �I LI �1L�1 I r' I -1 rl I= I �I - -i I~I�--III ICI -1 I I- April 17, 2020 3. WHERE SIDEWALK MEETS CURB WIDTH - C B R - 10 SHALL BE 6' UNLESS OTHERWISE NOTED. ull II �Ll 1=°II=II'=1 =111=IhITILII-III-II�IUI-:u-III-iI]-I I 1=11In_I�II1-11-1=IIII-II-ILIIII I I _ a I I I I Imo- _ _ _ =q 1=1 C-I �I ICI I� I I T� I1=1 I!� Isl -1 EI I I� '- - - _ -I I I E1 I EI EL I IZ P'� 16 I I -I I-_-11-1111-! 91-1 I I� ! -_L_-_ _ III=II-_I'I-III-I- _1--III=Il=1V1=I Ila II-11eIII=LIJII-II-i1=111-II-IB1=11-III-II1=11=1 --III- !-11=119=11 1,�111�I°=11=!11=181�1 - =� T I'-1 f 1i- L-I ':= �17=1I IlIII�I-1u-: LUJI=II II�I�gII-1:lu=III�II-11I_I I �I ICI I I F� 1=' IT 11I� E-111EE I �I I hI I I IJ . C-I @�I I -1I % _ _ _ _ _ h Imllh ll-III=111aVIl-' L-11=11'�II =III=III-11-=111-II�d,=III=III�11=111=11 EOGRID MESH '� =1 I IaTI=1I -�'E �I- G 4. SCORING PATTERN SHALL MATCH EXISTING. => = _ - - I �i F- - I _ � �! -1=I i- -..- �_; V I d -9 - I-T I I- I- I1=1 ApPREPARED11 I-III-III-III-II� -III-L-U1-I t- LIII-II'-ill-III-L _III -'Ili -I -I I-IIL _fL j=L1 ^,-Ill-Il-i l-.II-I-1�J-LIY 1i1, .I -1 H I I I-J'T- �"-' I=T- I I I -:. I I I I=1 I I : !-III-11-- I-II--I-II-II-- - =jll=1 = =ll=1�1 - Ili // OR GEOFABRIC -I -M*ffi 5. CONTRACTOR SHALL MATCH THE COLOR _-I-1�=1F SUBGRADE IZ _I16 II _ 1=1I HII LLf le / OPTION LOCATION: I11-�TI-LI-111=nl-III= I FOR PRICING OR ORDERING: CALL 1-855-355-GRID (4743). IN STOCK. FACTORY DIRECT. i1=III=nl=10 III-nI n-ITI-II / I111=�-SEE NOTE # 5 FTHEEXI IN SIDEWALK. O EXISTING S BSu_..I,_... L_il_. _.i;__ci_::._ I I iTl III __ _ _ gi T ul =w 1 ILW 11aI it I W I I�-LI I I T 111--I-1TI NII� 1 =1ll 11- t11Tb 1L 11rW L Y11T! �1� I 1 I ll1L- II I IH11 a=�I -�- II 1Jril l IIIl_LLIp� I1 ➢11L 111Wll�IFW1 111�1111 9111� I1=L 1I % SIDEWALK DETAIL - - = - - - - - - - I - - - - - - Scale: As Noted N.T.S. GRASS FILL - HEAVY LOAD APPLICATION EXAMPLES: 1-855-355-IGRID (4743) CLIENT I PROJECT a DRIVEWAYS UNLESS OTHERWISE SPECIFIED: MtoEG RI D IIO/iAOE: IN DIMENSIONSAREINWHES APPROVAL PROFRIETMyQWrNRIG1R$NOTICE INFORMATION o Sheet No.. RV PADE� S THISpE-.WASOR0NMEI1RYAN11IS Mn ftymurpralM.iruen Hl. eelvlrralmenl. THEEXQLU9VE PROPERTY OF TRVEWDl dIM'Ja lY: M7 - OVERFLOW PARKING . rr IS OI�.OSED IN CONFIDENCE TRU EG RID PRO LITE MHTHEVNDERSTANDINGTHATNO J.Thethy 9t2a 19 REPRODUCTIO40R0IHERUSEOF1HE GRASS FILL 00 ORIGINAL ISSUE JT JT CW 91312019 REV DRANM CIiEG�D APPRfNEO DATE INFORMATION ISAUTHDRIZEC NATHOUT 6NFL1d76r 6i1F' SPECIRCAOREUEENT I V.WINOBY J.Thethy V=t9 HEAVYLOAD LJ . S . A . REV �"�'� �59 o TG-LTE-GRS-HL c�a °oR�a+��NCA� �C�J C7,00 REVISIONI TRUEGRIDPAVER.com '�---� 'MFIGHr SCALE 12 SHEET 1 DF 1 1 2 3 4 5 6 7 8 GRASS PAVER DETAIL SCALE: I11=20' 10 of 14 N.T.S. copyright © 2020 by Woolley Engineering OAK 48 OAK 10 -tu 0 TR X WOOLLEY ENGINEERING 24 Consulting Civil Engineers FH X V TR x 210 5th Street NE Charlottesville - Virginia 22902 (D3 TR TR 3 WPF X TR 40 z DBL lle y0045 .Wo oolley-Eng.com www.Woolley-Eng.com X / \24 SI X i � Owner: The Tandem School 279 Tandem Lane 22902 Charlottesville, Virginia SIGN O TR x SW SIGN PAVED x X E A SW DRIVE ACSA WATER ° k TR 24 E M X GRAVEL TR�� x TR CG2 DBS3433TPG 261 I 24 x 4 TR TR TR 0�,<� 24 12 15 4 X DW 1 P: (434) 296-1303 SIGN SW O SW 18 TR SIGN TR 40 D x J ,� SW M MORIAL Q.x MINOR MAG x TR (D36 SITE PLAN V SIGN 48 TR TR TR 18 )(D DW 1 Rk 15 549.0 �#305 /0.4 I AMENDMENT I HCP SIGN x TR SSMH TR 05P x 3 TR 24 x FFE / FRAME 548 9 BUILDING I SW 48 FP O 4.5' TR x 0 LPT TR ,� x 36f'" R ° CEDAR 15 FFE RICH 4 4.6' 555.3 0. ' p 24 FO I WELL FFE PAVED DRIVE I i HCP SIGN SIGN 0 #295 O TR 2.5 STORY BRICK WITH } 6.0' O I SW BASEMENT 555.3 CONC x TR 3 12 Q 6 FFE R z I Z I " 550.7 SW x 3 WVT 0 X _� PF X x(D I i V 1 FF DW I i i - U SW WW FFE BW 44. 1 TR TR 8 \ I BW DTR WW �, - 549E CM �" BW BW CONC. 0 8 x x I A ROXIMATE LOCATION OF '` I Q) LU -I 0 x 4, 15 VIRGINIA ELECTRIC & I Q TR x CM 6W SW � G / BL CI ER COMPANY EASEMENT o DB 1650 PG 281 i i Q C L .5 SW FFE 1 #279 FFE 5.5' � x 15 N FFTR 8.3 O I I ' L U m 1 STORY BRICK AND 549.1 FRAME B G � ' CO C. " METAL I 1 ^^// _ 1__L Q APPROXIMATE LOCATION OF VIRGINIA ELECTRIC & _ 548.3 TRAILOR LL nn)1 548.3 FFE 0 g° 549.2 15' FFE POWER COMPANY EASEMENT BW FFE GRAVEL I I I I W 0 WW 552.8 DB 811 PG 604 I FFE BW 41.4 EXISTING COMMUNITY HALL ��_ 537.2 BUILDING WOOD S I I W O z GM FE FFE OP= 37.22' FFE = 537.31 v 540.2 \ •� WOOD SHED, I 1 1 O TR #285 _ FE=537.37' YD I ' U X 2 STORY SPLIT LEVEL CINDER BLOCK BLDG y �" W \ y I I I Q CONC. 541.4 ON BASEMENT TR FFE=537.31' IV+ WP ' I � TR PATIO 3 NOOE T U SSMH C 6 TOP=537.00' INV.=5 6.72' (3" v) 14,WW X WOOD I I tr� (Jr? 24 2� y W 3' SHED I I /' O v I Q7 x SW SW TR 15 X SW X X TR - - 10 X x W '• : .. ` y + y y I ( co Ko 0) LANDSCAPE TR 5.6 FF X- x CM x T R x 10 ' . y y 1P X X .. TR CM W W ' ;' ' + 6PLANTER20 PLAN TR i BW TR , IV • . ': y .V W\yF WW PLAN TER I k 0 BW 0 SW x +' PROPOSED DINING y PAVILION W W W W TR X- x I ' Job Number: i TR 15 530.8 FFE 1.6' SW � y = • ` ' FFE - 537.31 W y + W � �' y .V W W W W W W W y � W 6 y W W x x CHICKEN COOP I I /SIGN I /`J I I 19090 SWL BRD HOUSE 1 543.2 BW FFE W y W y W W .&TR* 6 Existing Treeline I ' TH OF STORY BRICK 1.5' OAK 015 - �, .� .� .� .� y ON BASEMENT cn � y � W y y y � � W W W y\ y y y y W � W y W W � 14" SHERRY I ' o r ERIC W. WOOLLEY BW y W W '� y y W W IV OAS W . W W y y �;� " LOC.9I W W W 8"*CHERVY 0"8 19 LIC. NO. 3708�6-'FFE HATCHED AREA DENOTES APPROX. BW LIMITS OF LAWN TO BE SEEDED WWWxy 41 W y W W y 36 v ; v y y �°„ i I W x �P Eyxx -_-.4 �O 4-17-2020 W� FFE CO JA P �. � y `�' � y � yW6 ,PINE J, SSIONAL MAPLE SW 06 �. '. y +5�oP.� y LdC. 6" ED. ��� O x TR y N y y �Y y W Q Y Y Y Y Y Y �L w �WV w w w y y y OAK 18 1Y Y y -• - y y �Y J, '• W W W - - y �__�- y - W y W y I ° 7" CED. SSMH E Date: 6 C] + - y ,y .y •y W-ale- _ _ - J,-W �Y y y 12 PINE December 30, 2019 c .� W y W - .� .� ..� �. Q . - -_-- -- - -- �-- -- -- -- • �. .� �. .� .� .� .� .� .� .� �. .� .� y _�6- �. _ � 6 CED. �, �, �, ° Revision: _ ___--- - ---WV W - I February 27, 2020 April 17, 2020 / � �----- -- 6" DBL. PI c / - / - -_ a,,;,��, y W _ _ �` - y 12" POP/ " 51 HDP c W =_ _�i--�------ - -14, - --W- y _ - -- -'___--_ --14" - - - - -- - - iPs� W �l{ PS S SM fl ��- LOC.18 _= GAS �� _ - _-_�_ 1 " OAK y 1�" POP. W W • _ y - y SOP J W 17" POP. DBL. 22 PO r J --- - - J- �:_ = - -__- ------ _-W _.--- - cis GAS W _ x , k Scale. _ _ ---- ------ I� OPT ----- -- --- �__ w --- - ----- -- ='� � ` -_� GAS +�b� 1 IV - - 6 L!J __-_----- -- - --- -- - .------,_----- NIA o� - - GAS GA " ALANTH. HIS. 0" P U POP. 30" I F L` A ---------- - � GAS J - GAS GAS - 41 W .. ACSA SANITARY SEWER EASEMENT W y y DB 3433 PG 261 8" ALANTH. 10" PAULO x 8" ALANTH. Sheet No.: W 14,� W y y WOODLINE � HATCHING REPRESENTS 225 LINEAR FEET OF 20' (TYP.) PROPOSED TREELINE \508.8 WIDE GRASS PAVE TURF REINFORCEMENT PROPOSED TREES AND SHRUBS (SEE SHEET C6.0) SDMH 18" HDPE (SEE DETAIL SHEET C7.0) TELEPHONE EASEMENT SIGN Ll DB 1592 PG 77 10' 0 10' 20' 30 FEET 1250' +/- TO 00 VIRGINIA POWER EASEMENT STATE ROUTE 2 � DB 1595 PG 676 SCALE: 1 " = 10' SCOTTSVILLE RO 1 1 14 of copyright © 2019 by Woolley Engineering