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Home My WebLink AboutSDP202000045 Plan - Approved 2020-05-26INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE BUILDING SETBACK El PARKING SETBACK SITE TEXT (11 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.3 x SPOT ELEVATION C x TOP OF CURB ELEVATION 311 TW x� TOP OF WALL ELEVATION 31 1 B' V x 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 l� l� MATERIAL CONCRETE RIPRAP 0 ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE GUY WIRE onu onu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ® ® ROOF DRAIN SANITARY MANHOLE SANITARY SEWER MAIN S SANITARY SEWER LATERAL S WATER W WATER LINE W O O WATER METER 0 o WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAS LINE GAS 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 Windmill Ventures LLC 535 Foxdale Lane Charlottesville, VA 22903 DEVELOPER Gallifrey, LLC 912 East High Street Charlottesville, VA 22902 (434)218-0513 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434)227-5140 ZONING Entrance Corridor, Neighborhood Model District ZMA201900001 approved on March 4, 2020 MAGISTERIAL DISTRICT Rio SOURCE OF TITLE DB 4505 PG 218 SETBACKS Per approved ZMA201900001, setbacks are provided as follows: Block 1 (Mixed Use) Block 2 (Residential) FRONT MINIMUM: 3' FRONT MINIMUM: 5' FRONT MAXIMUM: 50' FRONT MAXIMUM: 40' SIDE MINIMUM: None SIDE MINIMUM: 3' SIDE MAXIMUM: 10' SIDE MAXIMUM: 15' REAR MINIMUM: None REAR MINIMUM: 10' REAR MAXIMUM: None REAR MAXIMUM: None BUILDING HEIGHT Per approved ZMA201900001, maximum building height in Block 1 and 2 is 35'. All non-residential uses shall be limited to one (1) story, or twenty-five (25) feet. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Meridian Planning Group, LLC, March 20, 2019. Two (2) foot contours provided by: Albemarle County GIS BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO279D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Meadow Creek Watershed. This site is a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. 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 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. 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. Backflow prevention is required for all connections to the water main. APPROVED by the Albemarle County Community Development Department Date 07/22/20 File # SDP202000045 Application Type Initial Site Plan Lead Reviewer: Tori Kanellopoulos EXISTING USE Conditional approval of initial site plan Vacant Land PROPOSED USE Mixed Use, Gross residential density: 10.95 du/ac LAND USE SCHEDULE EXISTING Area % Building 3,939 SF 4.7% Pavement 2,348 SF 2.8% Sidewalk 0 SF 0% Open Space 77,261.08 SF 92.5% Total= 83,548.08 SF (1.918 ac.) PROPOSED Area % Building 14,199 SF 17.0% Pavement 26,817 SF 32.1 % Sidewalk 3,610 SF 4.3% Open space 38,922.08 SF 46.6 % Total= 83,548.08 SF (1.918 ac.) PARKING SCHEDULE Block 1 (Mixed Use) Multifamily units: 2 or more bedrooms, 2 spaces per unit, 5 units total = 10 spaces required 5 units with 2-car garages = 10 spaces provided Multifamily units: 1 bedroom, 1.5 spaces per unit, 5 units total = 8 spaces required = 8 spaces provided Office: 1 spaces per 200 square feet of net office floor (80% of gross floor area), 5000 sq. ft. GFA = 20 spaces required = 20 spaces provided Block 2 (Residential) Single family detached: 2 spaces per unit, 7 units total = 14 spaces required = 14 spaces provided Multifamily units: 2 or more bedrooms, 2 spaces per unit, 4 units total = 8 spaces required = 8 spaces provided LIGHTING Lighting shall comply with Section 4.17 of the Albemarle County Zoning Ordinance. LANDSCAPE Landscape shall comply with Section 4.32.7.9 of the Albemarle County Zoning Ordinance. RECREATION Recreational area shall comply with conditions of approved ZMA20190001. Block 1 and 2 shall provide amenity area no less than 20% of the total block area. Section 4.16 of the Albemarle County Zoning Ordinance shall apply to all recreational facilities. Block 1: 8,364 SF required, 8,538 SF provided. Block 2: 8,276 SF required, 9,858 SF provided. SIGNS All 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. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 9 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. ITE Trip Generation AM PM Daily Use Description ITE Oty In Out Total In Out Total Total Small Office Building 712 4 8 5 13 7 8 1 15 65 AM PM Daily Use Description ITE City In Out Total In Out Total Total Single Family Detached 210 1 11 3 8 11 8 5 1 13 136 AM PM Daily Use Description ITE Oty In I Out I Total In Out Total Total Multifamily (Low -Rise) 220 10 2 5 7 5 3 8 35 999 RIO ROAD SDP Number Pending TAX MAP 61, PARCEL 154B ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=500' Srfiaolhouse T1101 Shop a a GoIf nr Awn and Tmck OoClor 9 car Lovers Rio Q 9 X a k g�F Cgvenant Church RIO ROAD E a a SITE a Clly Church (Central) �p4 Sr � c11� yy.VUYllkmw a CATEC lemAnrpnlY,;l,T}ay7 q _ o[am�Pat�/ Qm "'�rgr Jp SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 OFF -SITE SEWER CONNECTION 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 X,pLTH 0F, U JUSHIMP Q,ic. o. 45183 INITIAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 REVISION: FILE NO. COVER 19.006 C1 I : i I I � I � F) r, � (I,GAq v;wNE DEEP FET ' -� TI 2 =--CNAIL CAI NG I TE1: J 34 PG ZE7 LCi IE _ IMP F'; AI_ OFFICE S11 A( ; I ' " BEE'dEDERE VARIABEC WICIH - 3 .- 117PC, 36O i -- EASEMENT LINE TABLE Line Direction Length E1 N 42026'09" E 52.17' E2 S 47032'01" E 21.03' E3 S 42021'11" W 52.67' E4 N 46009'35" W 21.11' E5 N 42026'09" E 123.27' I I i TMP 6%F 1 HAUSER, HOIvI-S III STOyFEFA! PE 4; a CS / ZON-: H'L 3=SII;F1"A I 1-20 Ay: V U W G O CA SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��p,LTH U JUSTV�HIMP a RX1 o. 45183 1 w INITIAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.26 REVISION: Lr D�w r" io 11a 1SE: JP .ED / ZONE B4 R(`:II)EN-1AL E. UNASI(,NEDC , , r : r ; FILE NO. 19.006 EXISTING CONDITIONS r 1 D O I ► ��; �— — — T 20 20 40/ 6 i i I i I Scale. 1— 0' i j 1I ,l II I I r / / I LANDSCAPE SCHEDULE Plant Symbol Planting Type Caliper/Height Quantity Large Shade Tree 312" 14 1 C Large Shade Tree 2j" 5 mod" Screening Tree 212' 12 0 Medium Shade Tree 212' 16 Ornamental Tree 6-7' Ht. 2 Screening Shrub 24"-36" 83 Shrub 24"-36" 7 Landscaping to comply with Code of Development and Section 32.7.9 of the Albemarle County Zoning Ordinance ? 1 C T� E ) FC "NE - - - - - - - �LER c, FE E-. CEF' T AL) . ",T- V(� T :.-STEES ' -rE �4 F(, « T E_ E L FI = 6.91 tic - �% BEL,',,FP E ',D. � :� 11-- �I — IL T / i i (33 - - MULTIUSE PATH j _ _ -� MULTIUS P r ow - -i\ - 1435 SF —8.0 / -� --- 58_SE- _ ; / —� i �MUL IFA LY IL T 9 / _ _ /��/ � � ATT — f x 20 U TS � 9 24' �I SI ih>}G1 --�i-6 G PARK / GARDEN� / 54 SF 230 SF / 963 SF s / x LOT 13 LOT 1 LOT 3 LOT 5 LOT 7 LOT 9 o LOT 14 a / i / LOT 11 v LOT 15 � 1 _ Lf)T 2 LOT 4 LOT 6 LOT 8 LOT 10 I/ LOT 12 41 / X X X ° 4,0 SF P / 16.0' �� o 450 SF 576 SF / o C I P� S� 24.0' �O / � 0� b� / TMP 62F- 16' i ' � ROBER T ,JS-F �� ME I J� _ _ _ _ _ _ _ / - - - X 24-e �� ; / 70 ". SEATkN1G AREA DE. 4 F,F 877 SF / J - A 1�1I� . 0 . . . . . . . . . . . . . . g a / 5.01® / / 20.0r. a' i EMERGENCY ' i CC) ACCESS PLAYGROUND P z / i /1006 SF 10.0' V ` �� ✓ / / T p / A � NATURAL , PLAYSCAPE AREA / a ff✓ - fi 7021 SF t T /�' rn ` � - 4 GLE FAMILY cA mz � I OFFICE UNDERGROUNB 8 ' � � - -r DETACHE k 5,000 SF \ o_ DETENTION UNITS o A — 7? 2575 SF / CD 7 f b LANDS¢ PEb `IdOUIIRTYA A Ea 614 SF a \ \ V '� LOT 21 rri V r 9. o' / � =i rO / ' E /LOT 1 V � D / � LOT " fa '1 / �l • 0' I,•� , �O SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0<: pNLTH 0 U JUSSa'c.0�45183�w 1 INITIAL SITE DEVELOPMENT PLAN 999 RIO ROAD ALBEMARLE COUNTY, VIRGINIA �- TMP 62F2 E2 _ J/ nLeEMnRLE �F� I� �� '� SUBMISSION: m \ / 2020.05.26 DR IIP,3(, PG 20 / I - \ REVISION: S42'21'11"W 373.22' \ \ / \\ I ` ®>E3 T,1D 62F2-x / --- DLri SFr \111 E / I I ---- TP/ T 2 A EE L LG / / SIICP�ICG'C_` CAE AT �'�hE: A FES � .VT AL A � � � -I IF 62F�-B eOq DUNI r�F A C i1MI I IITY i_iNE: II ` T;I6J ED A /' I IEGD EI =_ CLN r RAA IP�TI/ J IN-- 1U AC - CC 2C2 PC 778 - CC`.II, U �C :I/ Ts INC / \ / I � I ��r REI-� v-�nL I �" � � FILE N0. 1I -(-NE: F 1 �IDEDTIoL - � , SE. l IS CNED T"/ . / r1 j I SITE PLAN 19.006 I , 14 tile: 1' =20' 41 ON-: R/ PESIDEN71 Al ^~/^ � _. --- . EMERGENCY ACCESS -` ' /' � / / // ^ / NATURAL PLAYSCAPE AREA /' rn / | | / ccr. cu^� O.� �� / U cc`^ |X `�`� 'o | / / | �� rn y / mmmmn|Y �� / ( | � \ / \ � ' \ U \ � . ` U^ �^�� / � �////»//l//«///� | | �' � � �/ / / U � .. /��`�Vu��// v ~ � ^` / / / / 00 0 UNDERGROUND(R\ DETENTION ' PEIb _�NDSIi ° 0R /614 S F 4 \ / � L / , ». |.��| � / �� / / v Qo / / \ / / ^ EMARI PG 20 I[- COWi"UNI NEW/ NIT RY LINE`__,� SHIMP LAND PLANNING - PROJECT MANAGEMENT 912 E.HIGH xc 43*.227s*0 CnAnLorrsov|'Lsvx, 22902 Joonw@omm,-cwo|wcsmwo.00u | / / |/ / ] / / � / / \ [l/\ �)��|�| | �� ' 6 / / | ' | / ' / |N|'F|/\|��|'F[�[l�\/[�|[\�JK��NT[J|8N \ | � � / / / ......�m..-"^-".-�`/. =^-... PLAN ��^��N��N�"�^N��&N�� U�N�� U��N� ��=,�� w, �=�w.°°�=� —� '' ~~^.^ ~' '^ '^ - _-'' ~' �~�~ 11|A[�k�1\[J|��[,/lUNl^\/\/|�J(�|N|8 ~~ /`�u^~nx`/`��- COUNTY, / vm``/nn/` ~' .'.^^ �N�K8U��|��N: -��-� � /][l'�/l [l/� /�C� E:1/ ~. / �— ~^' �U�U U�} �O | / / . / / r ��--� � � � � / / / / / � / ~^^' ''.^^' ----------- | X / / ' / / ~~ '' �/ � / -----^ --------' ~' REVISION: �UL�'N"~� ''(l . 4��.�� |��U ��U��U�� K-K-��U U �� \/ ' / / | | ' / | i|/ |/ / | / / / . / /^ ~'', ��U�� / � / |� / / / /' | ' | � | / / / / . / / / ./ / // // /,/' '' CONNECTION 40i 60