Loading...
HomeMy WebLinkAboutSDP202000072 Plan - Submittal (First) Initial Site Plan 2020-11-09INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE r BUILDING SETBACK E] PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >21� SPOT ELEVATION 311.5 TC x 1�R TOP OF CURB ELEVATION 311.5 TW x >21 TOP OF WALL ELEVATION 311.5 BW x >21� BOTTOM OF WALL ELEVATION - ... - ... - STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l7� MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE oHu 0Hu OVERHEAD UTILITY uou ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O O WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A FIRE DEPARTMENT CONNECTION GAS GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS - - - - - - SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER Tax Map 91 Parcel 15 Tax Map 91 Parcel 9 Jasper L Haynes & Mallie P Haynes David S. Witmer & Anna Marie Witmer P.O. Box 422 444 Rookwood Dr. Charlottesville, VA 22902 Charlottesville, VA 22903 DEVELOPER Blackbird of Charlottesville LLC 912 East High St Charlottesville, VA 22902 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING Planned Residential Development ZMA201800012 approved by the Board of Supervisors on December 4, 2019. This site contains areas which lie in the steep slopes overlay district. Onsite steep slopes are shown in this plan and include both managed and preserved steep slopes. No preserved steep slopes shall be disturbed with this plan. MAGISTERIAL DISTRICT Scottsville SOURCE OF TITLE Tax map 91 Parcel 15: DB 859-143 DB 619-368 Plat Tax map 91 Parcel 9: DB 2294-204, 207 Plat SETBACKS 1. For front loaded garages, the porch or building face shall be a minimum of 3 feet closer to the street as measured from the face of the garage door. 2. For those units that (1) do not front Roads "A2" or "B", and (2) are located in Block 2, utilizing Private Road "E", shall have a minimum front setback of 3 feet from the right-of-way of Private Road "E". All other units shall have a minimum front setback of 5 feet, per Section 4.19 of the Zoning Ordinance. 3. All rear yards (except those adjoining Road "E") shall have a minimum setback of 20 feet. 4. Structures along Road "E" shall have a minimum rear setback of 5 feet. BUILDING HEIGHT Per approved ZMA201800012, maximum building height shall be 35' SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. February 27, 2020 BENCHMARK Datum for topography is NAVD 88 FLOODZONE FEMA flood insurance rate map (community panel 51003CO426D), effective date February 4, 2005 shows this property is not within zone AE and no portion of the property lies within the 100-year flood plain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (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. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. 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. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt 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. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority 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 contractors 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 and 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' (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 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 deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backfiow prevention is required for all connections to the water main. ITE Trip Generation AM PM Daily Use Description ITE oty In Out Total In Out Total Total Multifamily (Mid -Rise) 221 23 Dwelling Units 4 12 16 9 4 13 124 GALAXIE FARM TOWNHOMES EXISTING USE Single Family Residential PROPOSED USE Residential Use - 23 Multifamily (Townhomes) LAND USE SCHEDULE TOTAL GALAXIE FARM EXISTING Area % Building 0.10 AC 0.7% Pavement 0.50 AC 3.6% Sidewalk 0 AC 0.0% Open Space 13.10 AC 95.7% Total= 13.70 AC 100.0% PROPOSED Area % Building 1.94 AC 14.2% Pavement 2.95 AC 21.5% Sidewalk 0.51 AC 3.7% GALAXIE FARM TOWNHOMES EXISTING Area % Building 0.05 AC 2.00% Pavement 0.05 AC 2.00% Sidewalk 0 AC 0.0% Open Space 2.35 AC 96.0% Total= 2.45 AC 100.0% PROPOSED Area % Building 0.43 AC 17.5% Pavement 0.64AC 26.1% Sidewalk 0.15 AC 5.9% Total Impervious 5.40AC 39.4% Total Impervious 1.22AC 49.5% Open space 8.70 AC 60.6% Open space 1.23 AC 50.5% Total= 13.70 AC 100.0% Total= 2.45 AC 100.0% PARKING SCHEDULE Multifamily: 2 spaces/unit, 23 units = 46 parking spaces required = 46 parking spaces provided includes 1 HC space Guest spaces: 1 guest space/4 units, 23 units = 5 guest spaces required = 5 guest spaces provided GENERAL NOTES 1. For front loaded garages, the porch or building face shall be a minimum of 3 feet closer to the street as measured from the face of the garage door. 2. For those units that (1) do not front Roads "A2" or "B2", and (2) are located in Block 2, utilizing Private Road "E", shall have a minimum front setback of 3 feet from the right-of-way of Private Road "E". Al other units shall have a minimum front setback of 5 feet, per Section 4.19 of the Zoning Ordinance. 3. All Blocks except 7 and 8 may be used for residential uses as noted by the unit types listed above. 4. All rear yards (except those adjoining Road "E") shall have a minimum setback of 20 feet. 5. Structures along Road "E" shall have a minimum rear setback of 5 feet. 6. No structures or lots shall be permitted in the stream buffer or on preserved slopes. No preserved slopes within the development shall be disturbed. 7. As applicable, retaining walls within the development shall meet the design standards required for the disturbance of managed slopes in Section 30.7.5 of the Zoning Ordinance. 8. Total allowable residential units shall be 65. 9. Road "C" is shown as a possible future connection to Tax Map Parcel 91-13 to be extended and dedicated upon demand of the County. 10. Road "B1" is shown as a possible future connection to Tax Map Parcel 91-10 to be extended and dedicated upondemand of the County. 11.25% of the required stormwater quality treatment shall be provided onsite. CONSTRUCTION - MAINTENANCE OF ACCESS During construction, full access for the existing properties which utilize Galaxie Farm Lane shall be maintained. Refer to VSMP plan WP02020-00037 for details on maintenance of access during construction. SUBDIVISION NOTES 1. This property does not lie in a dam break inundation zone. 2. There are no known places of burial in the property. 3. This property is not within an Albermale County and/or City of Charlottesville water supply watershed or an agricultural -forestal district. 4. Stream buffers are shown on plan. 5. Parcel [15 & 9] and the residue of [91-15, & 91-09] each contain building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. 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. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. Al materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on P P 9 9 P P 9 the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. Al slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. The contractor shall field verify the length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans. Exceptions will not be allowed. 14. Al required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance. Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5mphbelow the design speed. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CD-1 or CD-2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high -density polyethylene (HOPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstruction meeting for installation training. The pipe manufacturer should spend a minimum of two hours on the job site during the initial pipe installation. SIGNS Al signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. SDP NUMBER PENDING TAX MAP 91, PARCEL 9 & 15 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1°=1000' If' I I MILL CREEK v INDUSTRIAL PARK MILL CREEK VILLAGE HOMES II c'+ Jh� United Rentals 0 Mountain View Elementary School Avinity 0 4 Tommy Shulls V .m & Repair Service -AVON STREET EXT. MILL CREEK VILLAGE QLakeside Apartments t. A K F S I ( The Inn At Monticello 9 Food Uon r WILL LIAKF Monticello High School Q Tandem Friends School 0 Stone Cre7Poini LYMAN HILLS n OUTE 20 4 24 Milliner Motors SITE D& Auto Sales UsnYCataea!r r SHEETINDEX C1 COVER C2 EXISTING CONDITIONS: OVERVIEW C3 SITE PLAN: OVERVIEW C4 GRADING & UTILITY PLAN: OVERVIEW C5 SITE PLAN C6 GRADING & UTILITY PLAN C7 LANDSCAPE PLAN IMAGE PROVIDED BY GOGGLE MAPS SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O o J�� v JUS�HIMP T 45183 INITIAL SITE DEVELOPMENT PLAN GALAXIE FARM TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.11.09 REVISION: 11I111111011101[6l COVER 18.025 C1 r' I 11 T.M.91-10 ! 1 / COUNTY OF ALBEMARLE,VIRGINIA ' IF (204 D.B.1979-44,46 & 47 PLAT - 0 1 � K T.M.91-813 COUNTY OF ALBEMARLE,VIRGINIA D.B.1979-44,46 & 47 PLAT O �' 00` SERR\'/ED,/ / SLOPES 36" MARKED / _ - 'O / O LOCUST (�2002) \ .c ``:�(�� �'� '' S� "'� � �° �` -` - I � N76°25'14"E 1 ; = 66 600 \------_10 60.43' POL T.M.91-12A LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 1 °30'22" 5689.58 149.57 74.79 149.57 S75°40'51 "W C2 0*1510" 5689.58 25.09 12.55 25.09 S76.48'59"W C3 6°46'23" 1472.40 174.05 87.13 173.95 S73.32'54"W 60 01 /.• I \ - \ _ Ol / tiONC. ,,' ` CO�x'Ai' i 7 i \ -,% / / / 10 �� / CASING ,/ 0,� - / -�'` O' /' !0/ / / / / / / / ' \ \ \ \ �` _ / O'` °� ,', / / 20' PERMANENT ACSA ` \ ` O \ /. OO /' ,/' _ `�----- ,/' O�' OOYX �0`6 /' Pf2E�E F{VED _ �<( / / i / , SANITARY SEWER ESMT CLAUDE S.SHELHORSE,JR. & F (2002) E i \ \ � Oo ( \ / O /' O' : pl ,1��w / i / LaPEa /'�4 � / ' / /z / (D.6.31,�9-90,95 PLAT) VIRGINIA THOMAS SHELHORSE ( GS TBR 0 11 O` --(o'1\ D.B.1049-86 k O OP -- - / O� D.B.521-523 PLAT Y - O 00 0 O, I D.B.337-255 PLAT �O0 ~ i 0 Q TBR O 00 00 0 // i i // ' '� / i ,/ �\ BROKEN METAL / 000 0 O` ' O 00 , O / 1° O POST FOUN[� `,O _---- / / / / /,, /, /, &-��j/ l9' i / j'/ z / j /� /� / T.M.91-11 1i�7. \ i i; / / /� '/ / / < / O Rs /O / a''O / _ O / / 2' / O / oil SCHOOL BOARD COUNTY OF �PR® ANE\\ iC��OO� -490- 00 00 i ///' / 9/ '\ // z i i�%' // G �1 O/ �/ 00 ALBEMARLE, VIRGINIA P i i / O ,OO `Ao / t 4�� / 2° 0 TANK \ / / y / / / 1 D.B. 5258-620 : \ ; / OT.M�31-9 00 / % .. ---'OQ _ ' 3 3" -,' /i/i ^ o, R \ / \ / ,, / 10 O 1 / / / i ' / / z ,� / / 1�-AS O,PFlL€ . '1 s D.B.1979-46 & 47 PLAT - 0 ---Q' 'I 0 / '0000 - \ r OOI\ b 498 / - '�'ON OT ,AVID S.W)TMER/'& / / r l i O' �° O O / O O NA MARIE WI TM 0�1 / l OO1 O�gz o O/ x O �96 . i ° 1 / /' /sU O' 00 Cl g / g GbO D 8�294-�f�4,0% ti O O / P,---- / _ / / / \m ' O 'S 1__' \ - - d0 \ Oq 0, ( / QO� / ' PLaT <O / /// ti O� OO O ^ � 1od � G^ i IF I ' --_ /00 O' i i ( ; Df30D0�}01 r' r0�' // %, O o OI rn 1 \ \\ \\ / ° O O/ / / / . v / i 1 O o ' ° GUARD S (20Q2) _ OO 00'\ j \, \ 1 i' ,'' ,, �'�' , WELL �_- '� ° g OD� ,, / / I /� /IFX6 �DO RHO f O °O / 1 _10 _ AGED / r N PE I W'O,STANDA(2DS. j ♦+ 0/ }� QI I IVEWAY // PAVE / T.M.91-13 I OnO \"SO i ��.�� G x +6 pp; 0�\ / �'I' I ,/oNSI G TREMIE PIPE �1 DRIVEWA �a IS 6.33,4`, I / 2 \ ` / / % fl L� WITH GROUT /• O 10 ` IF + �� b �''� VED i N ' S3 / :. u: \ / O CS (1 I O e A,J' (2002)--- - O 1� 3g„W O/ -- 0� COUNTY SCHOOL O\ o PA o° \ C/�- ,� 0 O _(� 7 BOARD OF O H+v / O O�I-LIMITS 2>, I®r,, / 0, i i 9 OI 0 i '/ / 25.$' O' \ \O S i+� / x� ___, / y 3'W ALBEMARLE '_ --"� 0, O 39• - (j 1'0 �-_ Jam- -x - ARN4 O O - , - BOUN` RY TOO ' / 5' O_ Ag8, A / ? �� - _ -,�_ - - O O/ e. , E, z O , 175.it _ �O - _ / / yy - , / / �.� �L / iikl+i.AX1... i x - I / PAVE EMO ` x - - / COUNTY VIRGiNf ' --* -O , S40 / 3 ' /��_ 1�^ -' / - �, \� �\ f r \ 0 R A / , �L��- -, 4k� / / / / r �r \\ _' 7 `. '' O'� ' B t T,Eb /� \ g Np / / _ _ C r 4 2 ' -x 36 . / \ / t / T - E r GUARDR D.B.1033-333' F - // l ` 00� , E�, / 00 _ l -r3s D.B.1033=3fi3- - \ I O/ $3? \ ��� --- T �, / % -x -x S2 00�000� / i��� ., , 0��� ,'00 ��o 2Q02) - . �� IF S 179.19POLE / , D.B.619-368 PL7t I O/ v _ �O IF - _ ,/ + . O ; - O = �- 6 O 33 I q(jOCDO - s �.� (� �' / �. ' O� S3�- Q0000p 00 3�"�/ / - - -" >-* 5 - i �O� P \ VO,/� / O, i i / '' i ' i i A \ �..�--��-L�-FJfQQ�'' / /^ �{�I 6'' '�' , .5T 4E� y0 1 O/ �. �D',-. / v �0 IF - r a / _ t J3 / fir% N 312' 1 O Zy O f�Q00 �47°5 1?6.9 IS / / 000. Y / >' / tom✓ A� O _t7 W / 7 O r Td0 O: 1 00� 0 01, v q�� OdAjJAGE[Y / ,r3`'%� d/ 000000 Q2� GALAXIE FARM LAN O �O - I O¢ O „OC700O00�0 000�_ , ,' 10 / C�, \sSLiE� / I ) . �JO 2y O' 'O O� - \ S) / r �s r q 20' OW, 10' PAV NT D. 198-590,592 PI/AT / / r O O / /' / i/ i �UNDARY TO -(� / i O ✓ O ��O i OQ OI 1 _• i O/ - 30-- - hti / / BE VA T Sz"3 " t /i _ -/ � ' ' \ 6/ htics < O I / ; CA ��1 _---'''_ I ^ 5T DO O D.219-261 P T/ 24� \\` i `LT` // i' i / i i / / /' // /' i / '' 1 i / / /' i /^\\ ,' / 9q »� - '"x / �v"t A0 GRAVEI/ �..-- \� O ° ' I,' o� --- 5 O / A2 DRIVEWAY I'00 OOQ �.B.219-357 < Oq a ee - O / / /' , O �� / . 1 O -, / D.B.619-36 8 PO T '"J_� " �j \$? 9 'P / / / / / / / / ,� /' i /�' , i / /' ' 1 \\ 1 ' \ `J F O(iBR) �" I / I O -O j / �Y. �„'�.. m �' \ o ''� /5�� / /' i /' / /' /' h0 .'i0 O/ / i / /'T. M.91 -4 5 i i i /' / r . `L / / ' / r /0 ' �/ i / 1 O °� i 472 `_oDO°°° Ip 1 O \ / --' % o </ / / / 8.27 ACRES _<< Q /\ ^ \ I O 18,\ \ / 5g / �, ,% ; 'JASPER /C.HAYN S i �,' n 0 (0I l i � `\ �o yC h';/ �4 , O, / IyIALLIE P.HAY1VES / 00 ,' / / 10 / p / , / , h� / / , / / / /Q' ,� / / , �� / 0 / O Q I 20' PERMANENT SA / rp/ Qy A5 / / _-S \�` , < ' / '' '' / O / , / D.B SS�r143 f . 9� °p.O 'O �`�. „ = I SANITARY SEWE.,ESMT �r _/ ' '� - SHIMP O N ' I /4� /\ `� \ / ' 5 / / / �4 / / /' / / I O OOI I` 1 a� / / ti_ll 5ti i ' 19-3 T ( B 3179- z I \ --Q/ \ \ \ `----- / ,' ' y1ti / �/ /' / / / i9. N / D. B:'� 68 PLAT / /' i 4'' OI 0 II_I I D. 9Q PLA=� • /'�( t Iry 1 0 \ \ `� \ / / ' /5 �' / ''/'/ /' / /' /,' y-� ----_ O/ ° 1 11 1 I I I O j / / _ / ry�" /� ' 1 '���0'\` \ `\ \ \S?Q - i i /,/ I� J_ _ -__OO - O/ /O ;� 'ln I I I I j •` / ' �9/ (� / i rY-,�,// / \�V Ij 0. F' - 00C Q O O V V_O O / 1 I \ \ / / p .' / /' / O� �' / / \ \ , , I I \ __ QI ` ` ' - h - =es o _'' / o �(� \ o oo° o�°O 0 O 0 ;o; off/ ; �o ENGINEERING \ \ ; Cd \ \\\ ` / J _/ / / /' / / ON/ /' / /' / i O l //'� / -`�O \ r 100 / / / I 'I I l / / 'O , r �J.___ / LAND PLANNING - PROJECT MANAGEMENT gj / O 00 q O OH O O/ I h O, O 8-'' �- I 1/ �/v , \ \ I n / / Off% / / ,'�C> y. O ' 01 CEO CEO o \O� O \ 10- / , I c� 10 / ( / / �1 O / / ' h / / O. '' i O - -� OO O Q - O n O-I O Q j\Q c� /i 1 1 `` /.v I I I /) i ' / / IOI I i / OII `.\ `. -- - 50� �� / 10 0' ' O O I 1 \�Q 10 Q ` r - 7 I� Y ,OrnI O/ O "VD - 0�- I d \ QQ / 1 �� QO / /'/' '' /'� / / • ,B , _ O' I \ Y (�lJ•- - I �`( - 1 O 'D H1 0� / 912 E. HIGH ST. 434.227.5140 / / Q / _ _ nO� / n9� / / O9 /-------- ' / `y / t / O. c� I ° 1 I I , /' `\ ` 00 \ \O`1' /' /' / �' /' N'� / /'� ' /O O' i / °° \-----` O \ --- ���yy{, \ I ! /[� I \ 00 \3' / ENT - Y / / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r °� Ij �i I / ( `\ O/\ \ -�� -- O� / / / .rta / / ; / -- / / 00 000 O. EX. BUILDINGS (iBRy' \ W i i �� i I O 1 O , I / 1 - �, / / `t' O •\ O O� O. X. BUILDINGS (TB _ 1 0 O / / On �01 G �/6 - -51oL� / / '' ,' 1 ga / Q \-----' - / 000, '°0 OQ - I--6 00 ------ _ I ! �go p O{ -- a O 0 Q Q Io/ / 1 O�y\/ I I� I / O/ 0 O ./',' / OQ r�-, - ,� 460 O_� _ i \0 I I I O r IT 4 (�-��I-_- - ll�°-___' /'</' '/'/' /// p0� _ \` 1� -__'�j \ Oi 0000 _ ^n 0O��-�Q, _ \._�\ \�-,�.., �' / �� I I I �\ /00 , O, , ,/j�0 /' // /i' / YNLTll OP / 01 / N' / O�O�BUILDINGS�q \ _w' 0` /' 4>B� `\ - / / ) i r0 i 0, O - -- -- - - - \ 000000� / O Q �� ___, i O 1\ �/484--_O ` oOb� ' / OI �'� _,� '-rr `*- _ " III / I 1 I Nro\ ' / JCL,' C `- i a / / J O ���,n O, - �:' _ �^ ` <'. - .� / �/� , - - - ' �� ` / - ���� _-----------486---- -- -- >�00 0- -------- --------�82---------TO ----- °0-01 ` _ "" _�... J�..._._��-mow, 0 ` 110001. i 1 J/ °O. ^ rn �, O n9 0 00 O'0`(`] 00 _ -- _/4 �y TI H / 58. JF`/IoO�o�v{ 00000��00 moo"" 0�000011'1 p`J1WJ�� ` n - -- - ^' -.484- ?---- o °° - o-Q�(v�-� oUJ I I _ _ _ , 'P ° \/ ,'::'; �Is IIVP 9 ------/ -- EiS x -x -x -x -lt �x x x x -48° - - _ _ - t - --�--- T \ \ \ 1 / ,' ,' i \-- 149-°1-�'�:5'V.- - 974.2�� ---- - - - - 482- ., ... - �G- �E�� O �_ �Q'O O\OOx \ \(� i�;' . 45183 A I --- --- _ -- MANAGED- -- - FOUND - < �_0° v vv �� Iw.� x �x QAV t r 1 GRAVEL SLOPES - GRAVEL \ 1 -r- - I „ \,.^ -- - --� -� _x m ` ,� C, / 1'.M.91A-B - _4&P _ _------- ------ __-----494---- --_ - - _ _ ���,��W / �S �Oy OPEN SPACE,PHASE IV,AVINITY I ass --48g-__ I O M / :' / SIGNAL \ _ Ex. � _ - S 0•Q9x4 AVON PROPERTIES,LLC T.M.91-1-1E T.M.91-16D \ 1 AVINITY ESTATES,LLC SCOTTSVILLE ROAD HOLDINGS,LLC D.B.2267-750 1 D.B. 5124-678-A PLAT / D.B.3257-702 �'-� D.B.4894-228 PLAT I _ D.B.4990-174 D.B.3480-44 & 45 PLAT 1 �- -74- D.B.4894-228 PLAT ' 1 '�-_�_ %%/%' ' INITIAL SITE DEVELOPMENT PLAN D.B 558-379 PLAT T.M.91-16A1+ GALAXI E FARM � / TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.11.09 REVISION: 19111110161 18.025 EXISTING CONDITIONS 50 0 50 100 150 Scale: 1' =50' VV �� C 2 - I#iIGHW --- - - -_ -- --I EK SAN--- ---- + _5y-{ -- — �:�_ ( r 20' PERMANENT ACSA SANITARY SEWER ESMT (n a w*o_on of of AT) ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT l 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM INITIAL SITE DEVELOPMENT PLAN GALAXI E FARM TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 191ma►[el 18.025 GALAXIE FARM SITE PLAN: OVERVIEW C3 "NO PARKING" UTCD R1-1 STREET SIGN END STAT� MUTCD R8-3 SI WALK MAINTENANCE, 6' P NTING STRIP R25.0' I PGN(I2/ep02 t o ® - - - STOP SIGN R25.0' _ _ _ 4�JKF�AI� - - - MUTCD R1-1 _ - R8 - _ R25.0' R25.0' 10' TRAVEL LANE - _ rn - L - - - O / t ROADA2 10' TRAVEL LANE ---- - - 57' PUBLIC ROW -- - - -LANE / - NEW POWER POLE / - - - -- - R25.0R25.0' 5 LF 6' PLANTING STRIP CE STREET SIGN MP1fiCD R1-1 "GI�AR R a5' SI{JE9W�LK > O - - - - N A _ - M x x o G A� AXI "NO PARKING" "NO PARKING" / "NO PARKING _ �x 24. °` MUTCD R8-3 MUTCD R8-3E / MUTCD R8-3 x = x LOT 45 2,233 - SLAB ------- SF 2 0 FFE=4185 0 0-------ILAB S N -x -x x TOWNHOME i N FFt-480 M /. O FFE=486.0 „ �, In NO PARKING ? 16.0 oN LOT 44 1,088 SF MUTCD R8-3: / co O N N +f120.0 0 TOWNHOME o 21 FFE=485.4 z- o t =.� °.: LOT 43 1,088 SF ° `2 CD i I _ I I cry O L ------ ---- I i / o TOWNHOME � y D `V FFE=484.7 M A p SLAB rTl < m "NO PARKING" SLAB s E FFE=483 r rj it LOT 42 1,717 SF o _ ._r MUTCD R8-3 FFE=479 �y. 6 9.0 'l TOWNHOME z m ... I.. �. . 5.0 FFE=484.0 0 m rn U O I 0 0 � "NO PARKING" 0�....s.ac.F_ D r o MUTCD R8-3 ; 0:. Z z� F `D Dw w N I.. uj I < < G > w LOT 41 1,959 SF Z r r Q ro O LOT 13 LOT 14- I 1 6561SF 1,083 SF 1,szz SF "° F F F ° SLAB_ __ -TOWNHOME j FFE=483.4 m m m �- .20.0 LOT 40 1,440 SF I . o _u o I I MENT ------ TOWNHOME BASEo I I FFErt500 W r) FFE=482.7 N BFE1490 I W O Cj W c0 LOT 39 3,173 SF SLAB = C _ 00 TOWNHOP NO PARKING" i Eo FFE=477 I I I MUTCD R8-3 2 .0 I a � L1i O LWL w FFE=482.0 ------ co o � W 00 L� SLAB N .-8. --- STOP SIN c 20 _ " FFE=479 1 "NO PARKING„ Q 2 .0 < I 18.0' ° MUTCD - g> o T T SIGN N G„ 0 0 0 0 ,5; SIDEWALK` oa o 9MUTCD `J// HIM 0 PARKIN a R8-3 • STOP SIGN � 6' PLANTING STRIP -- 2-58--_-__-_ MUTCD R1-1 SLAB ENGINEERING2. THE TJSGIFFE=477R25.0' LAND PLANNING -PROJECT MANAGEMENT g. R5000.0' ® 10' T AVEL LAN R25.0' � - _ N ROAD C _ ^ _ I I 912 E. HIGH ST. 434.227.5140 6. 10' TRAVEL LANE O 54' PUBLIC ROW - R20.0' I I I CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 9' PARKING LANE O2 R900.0 - , o _- I N I �__ -18.0 , 4 0' _ - 24.0' 6 PLANTIN STRI 24 2 . R25 0' �ALTHpF 24.0' .0' 24.0' 5' DF�NAL : A oy 24.0 "NO PARKING" � O GG o< MUTCD R8-3 I w I I I ° JUST �J IMP a 2 -- 2 „NO PARKING„ 2 2 2 coI �183 "NO PARKING" - - - - - - - - - - - - - NO PARKING" - _ - _ _ "r MUTCD R8-3 MUTCD R8-3 12.0 MUTCD R8-3 2 NO PARKING" / w� MUTCD R8-3 ° R30.0's1oNnL I I I I L------- TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME TOWNHOME SLAB FFE=488.0 FFE=487.3 FFE=486.6 FFE=486.0 FFE=485.0 FFE=484.3 FFE=483.6 FFE=483.0 FFE=482.3 FFE=482.0 FFE=481.3 FFE=480.6 FFE=480.0 FFE=491 LOT 26 LOT 27 LOT 28 1,877 SF LOT 30 LOT 31 LOT 32 1,868 SF LOT 33 LOT 34 LOT 35 LOT 1 85736 SF LOT 8243SF LOT 38 3,196 SF 1,886 SF LOT 29 3,136 SF 1,865 SF 1,873 SF 3,166 SF 3,163 SF 2,957 SF 3,144 SF I I \ I I� INITIAL SITE DEVELOPMENT PLAN C I I GALAXI E FARM TOWNHOMES I I � C/) Al RFMARI F mi INTY \/IRrINIA /' I 1 / / IF (20A2S / I 1 500 / 36" MARKED / --- ,014 LOCUST (2002) \I �,�.` t �. •� / `S, OI` ,� I ' i i ,/ // I �'No PKR11;5'` t' .� / // o� \\ LOT-6i4_---- MOTH R6=3 ` 10,420 SF FFSLAB €- \ LOT 4 \ 0 10.42 N O� ACSA E N Ss AB ESM. 90, ACC IP wL PB LIC '"° o 1 PU ACCE S "-"- ;I A h E MENT YASME T �..R15.1 ✓ i y i / i / // i 2 ` i' ' / ' % � / / / 20' PERMANENT ACSA ( ) \ \ : I / / LOT 3 - A fi`A 'R}o/6 `C`b i i REyStFVED, / i i i / SANITARY SEWER ESMT IF 2002 1 \ \,LO 148 / ' 6,2 L�E '(.�, / / / i (D.B.31,A-90,95 PLAT) I \ / C.Xe� / ,� 0 50F /' FCE_a90 , 88 11 \ \SLABf / C 1 \ \ FF,E=5d0 500 C ( c: I BABE T `'NO PAFEMNG ;� ,' / �' / / II l / /// e lip/ / . �� BROKEN METAL / % MUfCD / POST FOUNC� /y ♦ I \ 1 - m.. / a / • '/ / .T / 1 .aY! (2002 •. \ Q :a 'ING PuraxG m/-'/ o ' / 's`�6 / i I // / /w i '/ i / • / / tF./ ` Li I \\ LET 47 uurcD Re-Lm / /Ib i // / / 4 i / i s ' / ���'\,. T LOT 62 / 4� / / 4 <, 1 / \ 4,92�. SF / / / / w�+ 474 SF'/ 5,.41 /'i l/ ' / r, � ♦ / // j \/ �...A9 / , / 7 '� PR 3A E \ sLAB / I g4 FFEF4aB5 l I / / / / i ,412, / / /z /O; EN /PACE uNK \�FFkaeS I ISE1iENTl i s 'xo gAral4G / % // / (s , / ' / 59/716 P'OL€ \ I / I -• 1 /B=k9a/ I, MUf rma '10 ^ I RO I / o / / / % // /�- RIB/1kAP R / 1 • �$ /CLASySLt II o- \ - ' ; gO V� / / / / NON VEIN / V e /EYG/ ALLPABRIc Ix -- \\ I \ I I � .•_ I / _... � / t I SdN 5E 'ER �ESM�cy(c. \ s SHEET C6 A491 � ` _ i , • - ,/ Ate, i.• \\ / -� \,�� - ,/,� ,^� , \ ................... FEY .,6 \ \ / \ F • OP ROW (TYP/) -.• / 49q // / / YUTCD RBI"3• -N 5 9 �_ - IN z u 66 YUTOD R8NU I-Y�'/ F �'Nb PAFNI UICD R1r1 \ _ '• D / MAIND STAT, � �v sENoWELL i i / 5 ROADA _ T; b"D w w—A _wl w.fw —w w -w aBx6 b w `S3 _ ��R90� / / �� �_ _ _ �) _ �Iw�.cw -Tqx { IW w — -7 i / - ° — �\I T� (2)8.Gv — L f- — — r NE PowER PO _ 68 MAktiTE TN*ALi= E .� _ �r� I , — g- - / _ _ _ _ _ bb ROW (TY zs.o' zss \ E 66 .o� 0 F / smEErw .. 1 ''Y �._ cnsT coxc. 'mr ( _ p AVED I EN _ EW MU(GO F1- • - PO R 1 �WAUS ,x., �5 MPH SMr 0 R2-1 e ,.. _`.. A /-`\� / L -q>• ..,-.:-_ ...: �O O y �-�i - •'-x relP- P m sRDSMx rn vn, sse la-Eruss •xo PARNNc• P � ROUN IGN P ING OA.I MUfCo / w EW 2 ACSA \ 2a. SEW I LO 45 10L1 2., LOT 2 T f 690 , 8 v F\ 5,252,SF 24 \ LOT 3 - - -- 4_• / 905 SF ,251 SF , Z /' � � BASEMENT / \'NOP ING / 1.y\ 'NO PARKING* WICD 0 } S2 lZa00 71I100'RB-4- \ cv I � E9• w � I��wyw w��P-ai�w •RHO'<JW`TJ.t-^ij� � ,% I I I I R 28 AN � y LO 20xi'LGdI}�5 I 16 \ 'LET 171,2 5 �0 I FFE 520 _0 , -- / ------/ // IF I I I 1 I I I 1 1 I LO7j'�3 MOP 6 36 SF uurc N FFE= , LOT' A � F ES ,re3 , MU i'PARKING uumo Rea �OT 55 FFE= I�OT 56 FFE-a2 1 Rx ETWA—LLx I'Gx E—OF\AB—RIxC I\f Q1 RYOP oCC �. .oLO 4471,0E 4 ovm- - 1H,o0E •x- zQ _ � J 9_0 k&q� .•5 � TOWNHO ME FFE=484.0 w; ,iOT 6/ �- -I 0<4,80 ' / .LOT / i i / /' .m�s,84_m y ,•.�:..- i:a of / / v1P 1: A-DS S1,,H \ LOT 1 /LOT LOT 14 `°w - Tod 10RM LATORI , AB MENT/ ABM , 7,66 r- IRbW 556 6 /(1.2�.�'I_ o.� 40 1,440 s / /� TONNHGME Air - IN/ #3 VDSTOEBz Sr 1 / 6, / / BFE#490 , : �� i� •° LO 39 3,, YIO PARK✓\ uunD3 z .o / I, m / / J \ , — f I ' ROTY / W'NO P ING �0 PRKItJQ, / I 7!0 P•ViKNG /' / / / Q PMKINC' _ OXU �j� .; 66 LOT 60 MIRCD RB-} / / Turco Re-3 a+t, ■ _. e _ {•�c LAB O i B ♦ , - -� xwYU Si 9 ' O / P' Tuu / h'7 [7 lit Q �.j /' + I i �Iw _" 1 / v� ■ i i arJ Y�" '1 Yi c� / Il 00 "NO PARKING 5, JSL 103 LF anss NUTCD RB-0 FFE=N / RIP -RAP OVER , �, Q L •( / J / ^ '% / ^ ryy. (DD` 42' P BIM 1 PERMANENT ACSA a - SANITARY SEWER, ESMT� (D.8.3179-90,95� PLA41' / /��/ { I � / �N SPACE B NO PNdINC 3 �.. I / , w � / r WfCD R0- 1 / � HIM P 87,497 SF SJ �Q , / ♦ ENGINEERING i a,a " O 4 / /' • w' / ,✓ �xo _' - - 1 - - - DIP x� _ _� - - Zx-_ a" olP Ni " V zo.D' - x I. ` I v7 1 i 7 J , / / �7 / LAND PLANNING -PROJECT MANAGEMENT .. .•.- , � ..°j � / I I I If �r 'j ? �� _ � wow\ •' � � / N',i �H/ 4t/ ..i " N i " a . 00.0'� 1.2 /Y - �•�:i D,1. Vv-- iq "fi I Cy/ / _ �_ a .-.•..., I• -_� l wreDFm-3 ICJ/ .:7 / ENT _ �j"� /� �•1 -=•..: 1. 8 BDR-2fi SA - 4 I / / ' 912E HIGH ST 434.227.5140 'NO PAWING* 2 2 " / M J " I I I -'y , / / / / / _ _ xo PARKIxc' C - 1 \W A57 J/ / CHARLOTTESVILLE VA, 22902 JUSTIN SHIMP-ENGINEERING.COM 0 PAFKIN ' i LbT / O � MO PMBBNG D MUfCO 3 NUTCD RB- � MURD RB-3 _ _ - _ _ _ MRCD F0-3 - - NO PINNING I \ I � !.J 2F / 6sEMEFi Sf } 4,80� 2SF LgTI 24 Ka ROW ( J L - _ 4 0- EW 0' _ - ?/ R30.h' w kI I I/ MUfCO RB 3 :" *� SF LOT 2 A SA AN BFE-49 04502 ---- \ NNHOME TONNHOME TOMNHO E R E MT TONNHME iONNHOME TO'MNHOME TONT�HO iONNHOME TOVMHOME NNHOME iOMNHOME TO MN ME / BFE=494 MFE=492 /�A$E 500 FE h3 / _--StA6� F88.0 FFE=487.3 FFE=48 6 486.0 FFE=48 .0 FFE=484.3 FFE=dB36 GFE=483. =aez: FFE=482.0 = 8 . FZE=aBD.64�8\ BFE=490 _ FFE=491 OT OT 2 GT OT 2 OT C LOT 31 OT 3 OT 3 OT 3 OT 3 8�3 OT 3 / ��, I} zs>` - -;j ' 8 3,196 U,886 1,87 3,144 3,13 1,86 1,868 1,873 3,166 3,163 1,L 7 1,824 2,95 -S 9FS SE - SF SF SF SF \ MT ` 9. 1 / SF- SF SF SF I\ \ I I ? _ ... ... .. ... .. -- -- ... _ _ --- _- VO - \� I I \ �l/kZ M AI HIPL.P 15" HOPE S -_ - -__ -HDPE S - a�MDRES 1 H PESAA 10.0' I 11 I I 1 LF x00T , 5 HOPE STA 1 \ \ _ - - - -- \ II _ 1 1 OOERFWL /� ILL `1 �T iL,� -- ---_ — ----4 =__ - -- ' . `VI I-4 Tx\JJV M x S& MA � � x -——=-4i16---- -PIPE � \ / 1\ I I x � 23 /y'\w r'�e. /.. / // NAGED - FOUND D \ ox Box\ \`� �" �+ QI i4/ w /'i _ i:' i /%% . 45183 35 �j GRAVEL , SLOPES _ GRAVEL i( _ � d, TI HI MP - ---®--- __ - 496--- ��--_— �� _ _ -466_ .. '_ -s1- v I ,:HIGG vI ( _ _90' - - _ _ .- - -�=�5� - ---494 _ � __ _ ®- _ v ._ _ - �""-i-�'� �� �•. �x =s_�v �] -- _ 493 /. --- - �`� �`v � �''� e� EX. SAN-474- v_ _ M+� T S v _ = _ ,. ,. / / / / / ZONAL ZU --47yY \ \ NO, 2'GV7/IEE. FxN/N�j�Cr ne /W.CAPB "AYf .. 1 W. CAP // / -� _ , � INITIAL SITE DEVELOPMENT PLAN 1 % 0' GALAXIE FARM I TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.11.09 REVISION: FILE NO. 18.025 GALAXIE FARM GRADING & UTILITY PLAN: OVERVIEW C5 MUICU Rb_- \ TOP SIGf� a ( ) o o » DPE I "Nb PARKING" '� �� UTCD R1�1 STREET SI N °NEW END STATE \ MI�TCD RS- ° F4 0 _ e ° \ v..\\ . •../ .° o FHA ° R25I0' MAINTENANCE I�'GN����� \ \ o0 5 HbPIES M ) - - - F3 3 STOP SIGN / R25.0' � - C- i= MUTCD �1 R2�.� 6"-G R25.0' CPO // / ) 6.4� / - - �44" vy✓�- / 2 ILL �`� \ 1.$ - i -/ �- o W w T / ERLPY �rn6 ROADA2 \ 6"GV / 8-DIP WL W -W / W i -w/ Iw -fW w -w xo5 8 4 8x6 - -� w - 57•P LICROW w -w -w ,° / % I - - -� E T E Reds � I ' O � - 5` W E TOw lw w W W - � \ w 8x6 (2)8"GV _/! - - - I / / / - Lf �8 CAP 6 TEE NE POWER PbL / - I \ F�� R25.0' �25.4 - - LF 1 ° \ - 031. i - AVER 1 _ FFT qE F \ \NEW STREET SIGN TS o I P e �_ ST MPJfCD R1 °t ° � a ECGTR POWER T B /INS D o T - s 6' N g a II °o U IG IN O �Ioi �Ir "G AR R �- - V L - I A L PIN -x x / T AEG r un /� L A%C� L X \ / / NO PARKI G �� / / I "hO PARKING" ( �` J \ / MUTCD R3 MUTCD - / x / / � \ 24. � / � / � , I t�1U D R8 3 � °• / l LOT 45 2,2�33 \\ ° ° \ - p / / / SLAB _ �z I I X X / %' 1 SF \ 2�0 FFE= / / o $ e o / / SLAB 16 x / s s J C / FO 4 0 x / / / ) L I / - TOWNHOME \ / i / J I M // FFE=486.0 "NO PARKING w o o / / I /16.0 �� N I ��w -w w LOT 44V,\8 SF MUTCD -3: A mN o / / / w o �120.0 .0 - / w / / ^o I TOWNHOO� / V / / I // ao /N e 2 / FFE=485.4 N o L--IS LOT 43 1,088 SF I�� / ,.2f 2 .. -2r 2f 2.s' / /� w -w w: IT S S - SL / I / �° ,� 1 / / ° FE=487 rn k I NO PARKING SLAB I� 103 LF CLASS I� i /I _ / BA ENT PF 4505 B MENT / � FE*495 / � � FFErt500 a° / BFET490 // / / I / / i ° r/ / �w - v.a LOT 42 1,717 sF o O s PE -F f83 / ' / jo MUTCD R8-3 FFE=47j w� RIP -RAP OVER NONWOV�Ef _ I 9.0 / / TOWNHOME �oo / o / N R FABRIC _ FFE=484.0 0 _ - - PARKING" 42"� P STM I I -- _ MUTCD R8- N 1 _ 3 o I+ - / O Ln 1 _ LOT1 1 1,959 SF - _ ° _ - - pry Ln E1 I ° LOOT 13 LOT 14 -Do _ \\ 1,50561SF /1,083 SF 1.s22 sF - r TO OME ae /� SLAB- E-483.4 / IF FFE= 1 20.� / LOT 40 1,440 SF J L / s s s �� / v TOWNHOME I CID / \ r) / FLFOET =39483217.37 � N wO S O SFO PARKIN" g° /J I oN �wu'\ gCo= "N�z � TOWNHOP MUTCD R8-3 / 2 p 8v ----- �, w FFE=4 I / O L� I - N SLAB �0 N - I STOP SIN w -w J 1 '„ D DLO a FFE=47 `v I I / _ g NO PIi K6G 150 LF 6" JCH. 40 E6 y� S 1 - - .O / I / PER RATED PVC / a - - MUTCD R8-3 ES i i I I Pi�SHIMP UNDERD AIN. INSTALL / / T T - " _ 1S•0' - _ NO PARKING / I I Is D 8-3 � y / 1sSIGCIO P p E, SLAB �� v I Q� ENGINEERING2 3 - --- - R W000.0 / / 8 3 3)8"GV x / R25 CD R1-1 T E T o LAND PLANNING -PROJECT MANAGEMENT FFE=477 , t• W -w w _O y� -y- R25.0' NEW I� � �� W � W W W W W � DIP W � W w / - W W � / W W - w - W W W � � � I 912 E. HIGH ST. 434.227.5140 / OAD �'' 8„ w w w 3 / , I I LXq CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 3. o' S 3 3 3 p\ 3 ° 54 PUBLIC ROW - ------]DIP WL O � w \ „GV \ `R20.0 �- G2 0 u I } 3 m- ww\ TxE ..° �jI I 3 900.0J - Gl/ om 18.0' \ 24.0' 3 -cn Ea _B2.5 1 �ALTH pF p 24.0' -24,0' � � 24�0' 24.0' I 0' R25 0 "N G" - - o 24 ' - iv 0 PARKIN \ 2 0 to MUTCD R8-3 / �c o J` ' -► - - - - �y J JUSTIHIMP / 3C 8 SD A77 " L 8" SDR-215 SAN II,,�� 45183 2 2 „NO PARKING„ 2 2 \ / 2 © o I Qr - - - - - - - - - NO PARKING" - - 2 I Q w "NO PARKING" _ - - - - - I MUTCD R8-3 / MUTCD R8-3 12.0' MUTCD R8-3 NO PARKING" MUTCD R8-3 \� R30.0' ry I I ��ssloNnL Ll IV i \ \ �' INITIAL SITE DEVELOPMENT PLAN SL B L------- - - TOWNHOME TOWNHOME TOWNHO E T WNHOME TOWNH ME TOWNHOME TOWNHOME TOWNFiO E TOWNHOME , - - - TOWNHOME OWNHOME TOWNHOME TOWN OME c> I I F �493 / - - - -SCAB FFE1488.0 FFE=487.3 FFE-48 .6 FFE�486. FFE=48 .0 FFE=484.3 FFE=�3:6 F_E=483. FE= -82 FFE=482.0 F = 8� FF-=4.89.6 FFE=4 .0 ¢�� \ \ GALAXI E FARM - FFE=491 \ LOT 28 LOT 32 T 36 LOT 37 \ LOT 26 \ 1,886 T27 1,877 SF LOT 29 LOT 30 1 LOT 11F 1,868 SF 1,873 33 LOT 34 LOT 35 1, SF 1,824 SF LOT 38 / ,1.y II I 3,196 SF \3,144 SIF 3,136 SF3,166 SF 3,163.SF 2,957 SF Q� 2 \\ IT TOWNHOMES xto _ \\ \\ \ I I I I ALBEMARLE COUNTY, VIRGINIA 8 \ ----- ---482--- - ---� 80 \ I - - - - - - - - - SUBMISSION: ---- - - _ \ - - - HDPE ST a5"F40PP S 5 HDPE-STM- per 70.0' I \ I _ - 2 2020.11.09 -- ------ --- - LIN 15 HDPE STM � 15 5 HDPE STM 1 - - T _x x -x x ------ - - - x x x x x x _�-- Asa- x - - - -- R-- \ - REVISION: P o 1 \ o \\ -- -- -- _- asa -- - - des r R35.0' \ � I 1 I � �x MANAGED __- - I- ` SLOPES FOUND K OX BOX\ - _ \\\ AVEL GRAVEL � BOLA s GRA RD aso- - - s - - �S - t S ., s A ---- - i S j E X ° !S - FILE NO. - - - GRADING & UTILITY PLAN 20 0 20 40 60 IScale: 1' =20' C 6 ■■ : - IwI'■II •. ■ ■ i■ m ■ 010 No _ �� SET TRUNK PLUMB, SEE G'L C L I PLANS FOR EXACT LAYOUT 11 AND SPACING IF (2002) ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) f ARBOR TIES, OR EQUIV. 2"X2"SQ. OAK STAKES j - +++ + + SET 180 DEGREES APART 6 J; ; * OUTSIDE ROOT PACKAGE / . +*} ../ _ +" - ORIGINAL SLOPE SHOULD PASS jII THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATEISOIL +*+ -` * t µ"+ RESERVED 2"ABOVE FINISHED GRADE LIGHTLY TAMP OPES TOP OF ROOT BALL SHALL BE SEE TREE PLANTING DETAIL .::. `vc.. ,...::.. SOILAIFTS ROUND THE RROOT BALL IN R LOCUST +GROUND COV RE (TYP.) X SL 4" LAVER OF WOOD CHIPS. NO MORE COMPACT. WHEN THE PLANTING THAN 1"OF MULCH ON TOP OF (i :: " ::! ..... ' HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO ROOT BALL � ROOT BALL MODIFIED AS y::... SETTLE THE SOIL. REQUIRED 1 1` 4" HIGH X 8" WIDE ABOVE ` ` ROUND -TOPPED SOIL THE SOIIL TO REDUCE THE I J y w .. BERM 4 HIGH X BD SOIL COMPACTION TO THE AREA AND / ' • ROUND -TOPPED SOIL BERM LOOSENED SOIL. DIG AND TURN I E SHALL IDE BE CONSTRUCTEDCAROUND """"""' ABOVE ROOT SURFACE HALL """'"'»»>'. DEPTH SHOWN. �/ /re NEW 20` ACSA SII Its LEI �I i '.� SAN SEWER ESMT FREE OT N THE T A BERM O 00 SU C S I T PR ECT O SHALL BEGIN AT ROOT BE CENTERED ON THE DOWNHILL III I I FENCING (TYP.) III III SIDE OF THE ROOT BALL FOR 240. BALL PERIPHERY. BERM SHALL BEGIN AT ROOT BALL SLOPE AND ROUGHEN SIDES OF LOOSENEDSOIPERIPHERY. - / IIII III III I BIII III �I'IIIt I I I I j III GPERMANENT,ACSA 7 E 1 :1, 1 4"LAVER OF MULCH. NO MORE THAN 7OF S SANIARYSEWERESMT 51 ) (DB.31A-9095 PLAT) REMOVE BURLAP, STRING, AND MULCH ON TOP OF ROOT BALL. ORIGINAL GRADE WIRE FROM TOP 213 OF ROOT BALL. , Q I I I Igv %2 BOTTOM OF ROOT BALL y' EXISTING SOIL 1 W (� �� f I / G RESTS ON EXISTING OR _ I 11 �i 2 X" / • / \�P� RECOMPACTED SOIL TO ". /1` "°- -�- SY" IJ I++ T)� pRRVE IIIPOS ROKEN ETA ' REELINE (TYP T FOUND 1 s y 2002 PREVENT SETTLING FINISHEDGRADE I AI 32 '� '� CANOPY F 41 ( ) f �' = I SAN SEW+III- :i,•+ j z I� U,��►1 T`2f III / / ��C� I� EXISTING GRADE L� //*�+ + '•O SLOPE AND ROUGHEN SIDES OF '1 LOOSENED SOIL. _ L k PROP)ANE �a till !I V III I I � �- - I IIIII -IIII IIII u1-III- �I II I4 rI H I I 33 -ddso' I I III I' 7 I ON VE ' L I .a i 1 , 3x WIDEST DIMENSION OF ROOT BALr•a -I@ -- - III }� III dItIR FeRl�l I I ER SMT h dN TREE PROTECTION 1 )TREE PLANTING DETAIL C7 j Not To Scale FENCING (TYP.) S '. o + e• aR- snr IRIP RAP III III III �4{� q. / \ ti s I v, FH I�,:. • •,.... ,..;.. •:'. ..,,_. .,.•. Ili ' -- ��2'N 1f' IJLOW MAINTENANCE •'.'.' 5• HDP s _ - ' -� - - wq - _ GROUND COVER (TY).) IF (2 2) _ - __ 9 Yam+ w-w-n 1 �ROgO ��' o III _ _ _ " _ w w r \ Aq _ - -j' 1• w -n -�� 1{Iiw -w I'•'rw -w -w -w -w w w w w w w w w � - - \ + NEW RETWALL _ o MAINTENANCE E x - -- ENG F 4/ - •. '''..'' IcPowERr INsrAUEo i' C J_ 200 \ o AST C 'er '! �\/ \ _ , SIGHT DISTANCE (TYP.)NOINc y'tu +<�^Il[[ RIP R.f@P AD AJ n Lr C F° E/I P�9�(I' �`. g� Iyl IA55 ILS RIP R -- GALAXIE_ _ SAN SEWER ESMT i / TT II 31 ��>;:,J.F -;1 i- . • E. ,' I III I I III I I III I OH I I c " C 16.0 8 ♦(TYP. q; ., I W I1h/ I I lit 11 ill III I VL 116i'cL'.V I I � 1 C p w " / g ^y TREE PROTECTION DH NC IF " F1 2� ® 1 ♦ 1 e.o q or is a'I ,! TREELINE (TYP.) III III 57 I FENCING (TYP.)y�- Y O / I '' 1 �I} 103 b' ss j II III j I'�I 'W I I I I I I I I P. - I ( I I X I 1 _ RIP RAP VE � 1 NEW RETWA L emp,:w�r.oalpa ,..-..._.L %•� _ _ _-_ 1 ACCESS ES T ,i 1 - -- -- s.o _ I •: -- 1'•( `l Ot x ' 1 4Y PP STet 1 IT, Bi1: ADS STgRMT�Iu}i � n � -• ... ` % I I I I I Q• / I i � I I T PRESERVED ' & ISOLATOR ROW w,.r 1A _,nn I rHAko.o ' ) I CANOPY 7�'r 11 III III oTII III ` I I I I I I Ill I I A l l {{11 ill Ill I 'y I/ I I / III IN 7.6� //3 VDq STONE I I I 111 I I 1 I q�• \ T j I ,N ,I I I I Ili III III III�J 11 O R' Ill--�I`I '. 20' PERMANENT C�Iv, 1\ : t„' f0 IfF11�--II^7�•� �_i •o �7 t \ vA hi - I 1 I i a I I I $ NTAR ISEWE �SIJIT' I fI.'. I Ill I I J ill _ I �I I� f:::( I I� I o. w " .. >•� " " � '.. PE � I III ( I� I I I,��l%' III III III �Rfb 'Row'wEEI WTw �w-w _ p5 3 ' �I III III III IIr 4./ III III �4�' ^p n -r •r-- - " i - w , Z SHIMP - -�- + _ ~�_ w w w+ w -n=w -+ w w -wn w - -8 - " w- -wROAD �w N NEw i I xI} III III I I'll III III III I I Aj� _ C NGINEERIN :'.ACSAff/ ' w w wL`� I I = LAND PLANNING -PROJECT MANAGEMEN i I = - •.':�:e �•:..'.. RO I I � 1.. I IgI I IF`, III IllatJ/III HDHWO I R ESMT I , O --- ---- _----- a SDR-20 SAN w I I I III T z Az 1 2 2 a• s s SAN z 1, E /f --- - ----- _ O O O O O u --- - - - -- -- - --- - - - - I --- --- -- - - \4 O/J} '"912 E. HIGH ST. 434.227.5140 NEW 20' \4 O I I III I I I I flf'1 III I 1 m a i / � O CHARLOTTESVILLE VA 22902 JUSTIN@SHIMP-ENGINEERING.COM ACSA AN SEWER E MT I 41 III '1111 i 11'' I�,r III III I J \ 3 l / / yl mI} 4\4 I I f� II '>♦ III ozJ III / NEW 20' \4 r'i �0PLTII Op ACSA SAN Count) of .Aroenurlr I I \w � hI AA;;��� III /III / SEWER ESMT Conservation flan Checklist lobe placed on Landscape Plans •••T •••-•• ••• +•• ••• •••-•• �•S u• ••• ••• •••,-•• -••• ••• Rl, ksa 15 HDPE STM 15 HDPE TM 5 HDPE STM 1 PE 5 1s HDP, 5 ••ts HDPE •SiM I ^ (Handbank, pp 111-284-11I-297 for complete specifications) JI ,•• �� _ \,A 71 I `1 f F 1 The fallosvine items shell be shown as the plan: �. s,a- �. '+^' �„, �, �,. _ _ •\ • \ / I rx x bees to be saved: + ' { e r } t x , -'r. -.- -\" I 'I�x ,'`x , + �, ,, LOW MAINTENANCE `d�i - � �I PRESER U JUST HIMP > t :k Rrt ,� r a s ", ;. . n � �.a s, " r I /. 1 ® Limimafcinring(misidedriplimcftreestobcsaved)Irvy;t •e.'.�FAv� V .�;: �, GROUND COVER (TYP.) /EL - __ � IVE 1 I�1�0 4J1i3 I ® Location Grade changes requiringoeeewells orwalls: "`-`�'e �'•,� - """yam.. "�" :7=."�`y`` - _ _ _ _ _ _ _ _ _ _ _ :r�;�..y:,x, r_ ,.,Y Y:t „y -�_-� -- TREE PROTECTION CANOPY ''i Y'}ilG+i� r r i / t ® Loarlon and eat protective rig "``�..... :'z�.,s L... ,,_::',.... _:='`"•- FENCING (TYP) M III 0 Proposed reaching m tunneling beyond the limns of clearing. L hlarklays: ® All trees 10 be saved shell be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tare marking has been inspected and approved by a County Impactor 3. Pre-Constrnetioa Conference: in 'Tree preservation and protection measures shall be reviewed with the contractor on site 4. Equipment Operation and Storage. 60 Heavy equipment, vehicular traffic and garage of construction materials including soil shall nor be permitted within the driplinn ofireec to be saved. 5- Soil Erosion and Sloruwater Detention Devices: 0 Such devices shall not adverecly affect trees to be Saved. 6. Eirm 63 Firesarc not permitted within 100 fen of the driplincoftremiobe saved. 7. Tonic Materials: 0 Toxic materials shall not be womd within 100 feet of the dripbne of trees to be saved, 8. Prorectivn Peadire: ® Trees to be retained within 40 feet of a proposed budding or grading activity shall be protected by fencing, Fcnnng shall be in place and shall be inspected and approved by a County Inspector priorto grading orconstruction, 9. Tree Wells: Iif7 When the ground level must be sued within the dnpline of a tree to be saved, a tee well shall be provided and a corutmeten detail suhmited for approval. 10. Tree Walls: 0 When the ground level must be lowered within the cinpline a war to be saved, a tree wall shall be provided: and a construction detail submitted far approval It. Trenchure and Tunneling: ® When trenching is required within the limits of clearing, it shall be done" faraway from the trunks of trees as possible. Tunneling under a large race shall be considered man alternative when it is anticipated that necessary trenching will destroy feeder roues 12. Cleanup: 0 Prwwii c fencing shall be the law items removed during the final cleanup. 13, Damaged Trees: la Damaged trees shall be treated immediately by pruning, ferali2alum or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RFSPONSIBIWTV TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. i . I V I � , c�CGO 7/Z71 : ASF SIGNATURE (DATE) N1ar+a�e,1L, Qlaa.�Icd o� Unatele•l4cowllt I,�C 3 CONSERVATION CHECKLIST C7 NTS SIV06"I of I EX SZT _ _ I /�' ILL -n -Lr\ POL LANDSCAPING NOTES' THIS PLAN SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF CODE 18-32 TREE CANOPY REQUIREMENT (SEC 18-32.7.9.8): / 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. 13.70 ACRES x 0.20 = 2.74 AC CANOPY REQUIRED INITIAL SITE DEVELOPMENT PLAN PROVIDED: 1.00 AC OF PRESERVED WOODED AREA, PLUS 1.30 AC OF MITIGATION PLANTING AREA IN STREAM BUFFER BONUS CANOPY OF 25% FOR PRESERVED (18-32.7.9.8): 1.00 x 1.25 = 1.25 AC GALAXI E FARM +32868 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.75 AC 50 0 50 100 150 +1.00 ACRES OF FORESTED AREA IN OPEN SPACE PARCELS A & B TOTAL = 3.30 AC CANOPY PROVIDED TOWNHOMES Scale: 1 "=50' INTERIOR STREETSCAPE REQUIREMENT (SEC 18-32.7.9.5): 1 MEDIUM SHADE TREE PER 40' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD)' LENGTH ALONG ROAD: 670 + 410 + 920 + 150 = 2150 LF (2150 LF X 2) / 40 = 108 MEDIUM STREET TREES REQUIRED 112 STREET TREES PROVIDED ENTRANCE CORRIDOR STREETSCAPE REQUIREMENT: 1 LARGE SHADE TREE PER 40' OF NEW ROAD FRONTAGE VISIBLE FROM E.C. ROADS Al AND D ARE VISIBLE FROM ENTRANCE CORRIDOR. FOR THESE ROADS, LARGE STREET TREES PLANTED AT 2.5" CALIPER ARE PROVIDED. THESE LARGE TREES REPLACED THE MEDIUM STREET TREES AND ARE INCLUDED IN THE TOTAL CALCULATIONS ABOVE. NOTES: 1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED. 4. LANDSCAPING CANOPY TAKEN FROM 10-YR GROWTH. 5. TREE SPECIES CAN BE SUBSTITUTED NTH OTHER MEDIUM SHADE TREES FROM THE ALBEMARLE COUNTY APPROVED PLANTING LIST BASED ON COST AND AVAILABILITY. CONTRACTOR SHALL ENSURE A MINIMUM OF 4 SEPARATE GENUS AND SPECIES TREES ARE SELECTED. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER BEFORE SUBSTITUTIONS. 6. ALL NEW PLANTINGS SHOWN ON THE PLAN WILL BE COMPLETED WITHIN 6 MONTHS AFTER ROAD AND HOUSE CONSTRUCTION ARE COMPLETED TO AVOID TREE PLANTING DAMAGE. 7. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 8. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN APPROVED LANDSCAPE PLAN. LOW MAINTENANCE GROUND COVER: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) For slopes steeper than 3:1 grade, Mix the following seeds at 30 Ibs/acre each, along with EC-2 Matting (Total application rate of 150 lb/acre): Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). INTERIOR STREET TREE SCHEDULE Total Total Plant Planting Type Botanical Name Common Name Min. Quantity Height Canopy Canop Symbol Caliper (ft) in SF y SF 10 Yrs 'IV V11- • Large Shade Tree Quercus coccinea Scarlet Oak 2.5" 8 33 419 3352 Large Shade Tree 9 Tilia tomentosa "Green Mountain" "Green Mountain., Silver Linden 2.5° 10 27 322 3220 OLarge Shade Tree Ulmnus Americana American Elm 2.5" 11 27 464 5104 & cvs. ,,,yyy ``�{{ ppp 0\ Large Shade Tree Froxinus pennsylvanica Green Ash 2.5" 11 39 672 7392 5 � r & cvs. Medium Shade Tree Acer saccharum "Goldspire" "Goldspire" Sugar 1.5" 20 30 177 3540 Maple /''`�. {''{ j Medium Shade Tree Carpinus betulus European Hornbeam 1.5" 20 21 177 3540 Medium Shade Tree Cercidiphyllum japonicum Katsuratree 1.5" 16 28 222 3552 (] Medium Shade Tree Sassafras albidum Common Sassafras 1.5" 16 24 198 3168 Low Maintenance Southeast Native Grass 0.2 ac: Ground Cover Seed Mix ® 150 Ib/ac 30 Ibs 0 0 TOTAL TOTAL: 112 32868 SF: ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.11.09 REVISION: FILE NO. 18.025 LANDSCAPING PLAN: OVERVIEW C7 TOWNHOMEITOWNHOMEITOWNHOMEITOWNHOME FFE=488.0 FFE=487.3 FFE=486.6 FFE=486.0 CD - w IN W - _ - - O ROADA2 -W -W -W -w -W -w -w -W w - 5TPUBLIC w -W -W -W -w -w - _ -w -w _ 7 -V -w W - W w _ - R25.0' R25.0 <o / NEW o o g e t o. o. 24. E LOT 45 2,233 A • SF 29.0 TOWNHOME S -S M ' w FFE=486.0 W J° W'J LOT 44 1,088 SF o W W i o / 0 TOWNHOME v W v FFE=485.4 - 10 3: I / LOT 43 1,088 SF ° I S :I TOWNHOME 99 S o 9 0 � I W FFE=484.7 D i W. LOT 42 1,717 SF o o' TOWNHOME F 5.0 FFE=484.0 I E I � w •� \ --- LOT 41 1,959 SF K ww y E1 A d y w TOWNHOME M . _ . ... .... FFE=483.4 I I LOT 40 1,440 SF I 20.0 o S S S W TOWNHOME o-w FFE=482.7 I w r7 LOT 39 3,173 SF LLJ � O O LL LL � 3 .0 3 I j- z 00 • 9 w TOWNHOME •i9 2 m I w o w FFE=482.0 o .0 0 ;� w. 3 O L� F- w O � W -W o DLO-S 0 gI I I .0 ... ES S WA IIIII���IIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIII���i � � -+w- I - � � -'�_ �� "�"� 1 W W W Tw w -w N -W - B PUBLIC w �� W W� W 3 - 3 O 3 54' PyIBLIC ROW - W � R20.0' o N N 3 3 3_ W_W�W_ HIMP 3 3 3 3 O 3 W-' W o 3900.0' ENGINEERING2 C T 1 • ;� e t r. 3 E4 LAND PLANNING - PROJECT MANAGEMENT •' R25.0' -- o ' 912 E. HIGH ST. 434.227.5140 �. L I CHARLOTTESVILLEVA22902 JUSTIN@SHIMP-ENGINEERING.COM --- --- -- --- --- 2 TOWNHOMEITOWNHOMEITOWNHOMEITOWNHOMEITOWNHOME FFE=485.0 FFE=484.3 FFE=483.6 FFE=483.0 FFE=482.3 - R30.0' TOWNHOMEITOWNHOMEITOWNHOME TOWNHOME FFE=482.0 FFE-481.3 FFE-480.6 FFE=480.0 ^' zF LOT 37 1,824 SF LOT 38 2,957 SF LANDSCAPING NOTES: THIS PLAN SATISFIES THE MINIMUM LANDSCAPING AND SCREENING REQUIREMENTS OF CODE 18-32. TREE CANOPY REQUIREMENT (SEC 18-32.7.9.8) - TOTAL SITE: 20% FOR RESIDENTIAL DENSITY AT 10 DWELLING UNITS PER ACRE OR LESS. 13.70 ACRES x 0.20 = 2.74 AC CANOPY REQUIRED PROVIDED: 1.00 AC OF PRESERVED WOODED AREA, PLUS 1.30 AC OF MITIGATION PLANTING AREA IN STREAM BUFFER BONUS CANOPY OF 25% FOR PRESERVED (18-32.7.9.8): 1.00 x 1.25 = 1.25 AC +32868 SF INTERIOR STREETSCAPE CANOPY PROVIDED = 0.75 AC +1.00 ACRES OF FORESTED AREA IN OPEN SPACE PARCELS A & B TOTAL = 3.30 AC CANOPY PROVIDED INTERIOR STREETSCAPE REQUIREMENT (SEC 18-32.7.9.5) - TOWNHOMES: 1 MEDIUM SHADE TREE PER 40' OF NEW ROAD FRONTAGE (ON BOTH SIDES OF ROAD): LENGTH ALONG ROAD: 337 LF (515 LF X 2) / 40 = 16 MEDIUM STREET TREES REQUIRED 23 STREET TREES PROVIDED NOTES: 1. CONTRACTOR TO APPLY 4' DIAMETER OF 3" MULCH BEDDING MULCH BEDDING AROUND ALL PROPOSED TREES. ALL OTHER LANDSCAPED AREAS SHALL BE SODDED. 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. CALIPER OF TREE MUST BE MEASURED 6" ABOVE THE GROUND WHEN PLANTED. 4. LANDSCAPING CANOPY TAKEN FROM 10-YR GROWTH. 5. TREE SPECIES CAN BE SUBSTITUTED WITH OTHER MEDIUM SHADE TREES FROM THE ALBEMARLE COUNTY APPROVED PLANTING LIST BASED ON COST AND AVAILABILITY. CONTRACTOR SHALL ENSURE A MINIMUM OF 4 SEPARATE GENUS AND SPECIES TREES ARE SELECTED. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER BEFORE SUBSTITUTIONS. 6. ALL NEW PLANTINGS SHOWN ON THE PLAN WILL BE COMPLETED WITHIN 6 MONTHS AFTER ROAD AND HOUSE CONSTRUCTION ARE COMPLETED TO AVOID TREE PLANTING DAMAGE. 7. ALL DISTURBED SLOPES 3:1 OR STEEPER TO HAVE LOW MAINTENANCE GROUND COVER. 8. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN APPROVED LANDSCAPE PLAN. 01A -b-7n n' 20 0 20 40 60 Scale: 1 "=20' INTERIOR STREET TREE SCHEDULE Total Total Plant Planting Type Botanical Name Common Name Min. Quantity Height Canopy Canop Symbol Caliper (ft) in SF SF 10 Yrs y Medium Shade Tree Acer soccharum "Goldspire" "Goldspire" Sugar Maple 1.5" 7 30 177 1239 Medium Shade Tree Carpinus betulus European Hornbeam 1.5" 8 21 177 1416 Medium Shade Tree Cercidiphyllum japonicum Katsuratree 1.5" 4 28 222 888 Medium Shade Tree Sassafras albidum Common Sassafras 1.5" 4 24 198 792 TOTAL TOTAL: 23 SF: 4335 NLTH OF O G v JUST moo. HIMP 45183 wlqr ��SSIONAL INITIAL SITE DEVELOPMENT PLAN GALAXI E FARM TOWNHOMES ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.11.09 REVISION: FILE NO. 18.025 LANDSCAPING PLAN Q8