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HomeMy WebLinkAboutSDP202200018 Plan - Submittal (First) 2022-03-22LEGEND EXISTING NEW DESCRIPTION !'� BENCHMARK SITE PROPERTY LINE ---- ADJACENT PROPERTY LINE ---�--- ---�- -- VACATED PROPERTY LINE MFA/SFA BUILDING SETBACK SFA BUILDING SETBACK ACCESS EASEMENT DEMOLITION 10 10 PARKING COUNT 1.00' DIMENIONS -- -- - --...--...- GRADING EASEMENT 310- 10 INDEX CONTOUR ----310--- 12 INTERVAL CONTOUR 311x.5 SPOT EVELVATION +100 311.5 TC x + 0 TD TOP OF CURB ELEVATION 311.5 TW x + 0 TOP OF WALL ELEVATION 311.5 B W x + 0 ew BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS ��o o RAILING BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER /1--N /F-N CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING 0 PARKING SURFACE A A A II " I I I I I CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP 0 ASPHALT 0 0 GRASS TREELINE X X FENCE UTILITY EASEMENT UTILITY POLE LIGHT POLE ♦ ♦ OVERHEAD UTILITY -�-� -_---_-J UNDERGROUND UTILITY m m OVERHEAD UTILITY GUY MANHOLE STORM LINE - RD RD ROOF DRAIN q O F'ol DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SANITARY SEWER PIPE - S S SANITARY SEWER LATERAL W W WATER LINE WS WS WATER SERVICE LINE 0 a WATER METER ®" ® WATER VALVE AND BOX ^Fx AFDc FIRE DEPARTMENT CONNECTION 111'" Fw 1PW FIRE HYDRANT ACSA EASEMENT GAS GAS GAS LINE OWNER/DEVELOPER Cameron Property Cville LLC 6805 Morrison Boulevard Suite 250 Charlotte, NC 28211 ZONING NMD - Neighborhood Model District ZMA201800013 (Rio Road W) was approved on July 17, 2019 ZMA201800013 includes application plan, proffers, and code of development AIA- Airport Impact Area EC - Entrance Corridor Rio29 FBC District - Core Area along Rio Road frontage and Flex Area behind Core. This site is proposed for development using Rio29 FBC District Standards. NOTE: ZMA201800013 and ZMA201800013, along with all application plans, proffers, and codes of development are no longer valid with approval of a final site plan utilizing the Rio29 Form Base Code. BUILDING STANDARDS Building Height (Core): 2 stories (min.) 5 stories (max.) Building Height (Edge): 2 stories (min.) 5 stories (max.) Ground Floor Height: 15 feet min. (Core Area only) Block Length: 200-350 feet Build -to Range: 0-10 feet Avg. Pedestrian Entrance Separation: 60 feet max. (Core Area) DISTRICT 75 feet max. (Edge Area) Rio Magisterial District SOURCE OF TITLE DB 2130 P25, P27, P28 (parcel 45-100 (0.78 acres)) DB 4509 P48, DB 1292 P131 (plat), DB 297 P544 (plat) (parcel 45-1ODA (0.77 acres)) DB 2130 P25, P27, P28 (plat), DB 996 P650 (plat) (parcel 45-101 (1.32 acres)) DB 2130 P30, DB 2130 P25, P27, P28 (plat) (parcel 45-101 B (0.44 acres)) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and Topographic Information was compiled from an ALTA/NSPS Land Title Survey Plat prepared by Roger W. Ray & Assoc., Inc. on August 13, 2018 and revised on February 26, 2019. BENCHMARK Datum for topography is NAVD 1988 FLOODZONE FEMA flood insurance rate map (community panel 51003CO278D), effective date February 4, 2005 shows this property within zone "x" and no portion of the property within the 100-year flood plain. RESERVOIR WATERSHED This site is within the South Fork Rivanna River Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing sanitary sewer line is located on the property and an existing waterline is located along Rio Road West. 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 (horizontle: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 othrewise 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. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716) shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. ITE Trip Generation, 10th Edition AM PM WEEKDAY Use Description ITE Qty IV In tal In Out Total Mini-Warehouseing 151 93.750 1,000 SF 5 V24' M71 6 71 71142Multifamily Housing (Mid -Rise) 221 69.000 Units 6 0 187 188 375 Right Turn 9 16 Left Turn 8 14 Trip generation reflects AM and PM peak hour traffic. STEEP SLOPES Preserved slopes are not present on the property. Managed slopes are shown on Sheet C3 with labels showing which slopes are to be disturbed. FIRE PREVENTION Two existing ACSA fire hydrants are located on Rio Road West. One is located approximately 300 ft. east of the site and the other is located approximately 250 ft. west of the site. Both are on the south side of Rio Road West. BUILDING HEIGHTS The front multi -family use building shall be 5 stories (one floor below grade on the north elevation) and the rear self -storage use building shall be 5 stories (Three) floors above grade on the south elevation). EXISTING USE Vacant land PROPOSED USE 5-Story 93,750 SF Self -Storage building 5-Story 81,110 SF Multi -Family building Approximately 0.596 acre Linear Park (final acreage to be determined with final SIP approval) PROFFERS PER ZMA201800013 Proffers, application plans, and codes of development approved in conjunctions with NMD zoning of this site shall no longer be valid with approval of a final site development plan utilizing the Rio29 Form Base Code District standards. Please note the Rio29 FBC provides standards consistent with the ZMA proffers 1-5, effectively replacing the proffers. LAND USE SCHEDULE Existing SF AC % Building 442 0.01 0.3% Pavement/concrete 5,704 0.13 3.9% Impervious 6,146 0.14 4.3% Turf 138426 3.18 95.7% Total 144,572 3.32 100.0% Proposed SF AC % Building 34,972 0.80 24.2% Concrete & pavement 54,066 1.24 37.4% Impervious 89,038 2.04 61.6% Turf 52,545 1.21 36.3% Total New Site Area 141,583 3.25 97.9% ROW Dedication (Impervious) 2,028 0.05 1.4% ROW Dedication (Turf) 961 0.02 0.7% Total Site Area Including ROW 144,572 3.32 100.0% FLOOR AREA RATIO (FAR): Building GFA __ Multi -Family Building + Mini -Storage Building = 81,110 SF + 93,750 SF = 1.21 Total Site Area Total Site Area 144,572 SF PARKING SCHEDULE REQUIRED PARKING: Spaces/Unit Per Albemarle County Code of Ordinance Sec.20C.9-A-2: Residential =11 Space Unit 11SUnice x 69 Units = 69 Spaces Required. Non -Residential (Excluding Hotels and Lodging) = 1 Space 1,000 SF of FA 1 Space - 93,750 SF GFA= 93.75 = 94 spaces required. 1,000 SF of FA Total Parking Spaces = 69 + 94 = 163 parking spaces required. Per Albemarle County Code of Ordinances Sec20C.9-6-a(iii), a parking reduction(s) in minimum required spaces is requested in conjunction with this application. Residential = 9' x 18' spaces (including 4 HC space) 103 spaces Mini Self -Storage = 9' x 18' spaces (including 1 HC space) 9 spaces Total = 112 parking spaces 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 Albermale 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. 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. VDOT DETAILS Contractor shall construct all improvements per applicable VDOT construction standards Found in the VDOT Road & Bridge Standards. At a minimum, the following standards should be reviewed: 1. VDOT 315: WP-2 asphelt pavement widening 2. VDOT CG-12: Detectable warning surface (general notes) 3. VDOT CG-12: Detectable warning surface (method of installation) 4. VDOT CG-12: Detectable warning surface (type a) 5. VDOT CG-12: Detectable warning surface (type b) 6. VDOT CG-11: Method of treatment connection for street intersections and commercial entrances 7. VDOT CG-6: Combination 6" curb & gutter. 8. VDOT CG-2: Standard 6" curb 9. VDOT MH-1: Manhole for 12" - 48" pipe culvert 10. VDOT MH-1 Frame & cover: manhole for 12" - 48" pipe culverts 11. VDOT DI-3A, B, & C: Standard curb drop inlet 12. VDOT IS-1: Standard method of shaping manholes & inlet inverts INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO TAX MAP 45 PARCELS 1005 100A5 101, and 101B ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1"=1000' Agnor Hurt Goodwill stoy98 VANNA RIDGE Elementary School0 ,�� 1�1 Donation Center... y 00a61,0I(/ T. JaMaxxQ JOANN�Fabric and Crafts maand Di . Al Tobey's Pawn Shopqj Q m 4ryKe o. N /o Q SITE 3 WOODBROOK od PARK BERKMAR o acac Fitness &Wellness ONDOS os/ Center Albemarle uare PY$S POaCihCuS� w, VILLAGE OFFICE £OU;dEASONS ; CONDOS o ALDIQ U 63 RAIN1 O north Woods Pa,king Lot BERKELEY Charlottesviile� Fashion Square RIO EAST PROFESSIONAL Map provided by Albemarle County GIS Map Services SHEETINDEX C1 COVER SHEET C2 EXISTING CONDITIONS SHIMP C3 SITE PLAN - UPPER DECK C3-A SITE PLAN - LOWER DECK ENGI NEERI NG C4 GRADING & SPOT ELEVATIONS LAND PLANNING - PROJECT MANAGEMENT PLAN - UPPER DECK C4-A GRADING & SPOT ELEVATIONS 912E.HIGH ST. 434.227.5140 PLAN -LOWER DECK CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C5 GRADING & UTILITY PLAN C6 LANDSCAPING PLAN C7 SITE SECTIONS C8 SITE DETAILS TH APPROVALS Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date a11� -11►11yu W F.9 1 2gM_ Lic. Y4o.45183 O� S S INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. COVER 18.030 C 1 UTILITY POLE & LINES (TBR) EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA DBA CENTURYLINK D.B. 4716-51 Co M rz n coo Cf) �rS �-3:Ln - 00 :D y 0 n I r X W h N N h - r Q — X � N O_ m m 0 0 EASEMENT TO COMMONWEALTH OF VIRGINIA D.B. 4592-425 � II 3 II I PRIVATE SIGN (TBR) EX. 1O'---� DI 3B TOP=527.7 BENCHMARK: a r I IN TOP OF DROP INLET,,I I \ ELEVATION=527.78 I \ 20' SANITARY SEWER N6y UY 14 E ESMT. 27.76' D.B. 1270-7111714 PLAT o a `IF \\ MH-1\\ 90\ TOP=489.77 INV=479.09 _ EXISTING !1 b 20' SANITARY TREELINE TO / Q �i„'I SEWER ESMT. _ BE REMOVED �: dm \ D.B. 1270-711, — _ TCM. 45-100C N I I 714 PLAT _ � - - OWNER: TON DINH D.B. 3651-62 \ D.B. 297-544 PLAT D.B. 1292-123 PLAT `\ 0.75 ACRES LOT 1 \ \ (3) HOLLY 1 USE: VACANT ZONED C1/AIA/EC TOP-4�MHH-11 ��I \ ��� \ W*V�25 \ \ ..\ \ \\ \ \ BIRCH I I QUAD. -11 II RCH _ � II •,nl \\ ,�yy\ \HOLLY \\ \ra \ \ TIM. 45-173 TM. 45-100B \ \\ \ OWNER: CMA PROPERTIES, INC. OWNER: KSR \ OKOLLv D.B. 3611-616 INVESTMENTS, LLC 24^ I \\ '`�^ \ D.B. 1388-454 PLAT D.B. 4356-399 I POPLAR I' : \ \ \� \\s 3.33 ACRES DASHED LINE EXISTING D.B. 297-544 PLAT / I TBR) l `\ \ ,� Q USE: AUTO SALES SERVICE REPRESENTING THE TREELINE TO / ZONING DIVISION D.B. 1292-135 PLAIT 15" RED REMAIN LOT 2 0 TM. 45— 0 °� oAK ZONED HC/AIA/EC R1029 FBC - FLEX I \ AREA 0.7) AC F l l 01 I I \ \ 0 ER:\CAMERO�( OF\ l' \ I / \ \ A" BEECH R1029 FBC - CORE US ANT/ / / o / ° \ 15" ��\CVILLE, LL'G. t \ \ AREA (APPROX.) / / I e \ POPLAR \\ M13. 2130-25, \ ZO C1yAIA/�C / OP R I \ \\ \I.B. 2130— 0OU \ \\ 18) RED OAK EXISTING / I (TBR) I \ 2�\ & 28 PLAT \ 12Q POPLAR 1 (78R)� TREELINE TO ti / 38.83' / / 38" / 44 ACRES r Y� `ROAD SIGN (TBR) UIILLI tN I I i RED, UTII,1T / MANH LE (TO RFF� AIN NI rAD-�' �I BE REM01 D 39•1 '22 E I / / ( 18" MAP11E W VACANT \ \ \ \ \ 1 STORY TM. 145 1100Fi (TBR) / I�ED\I �V Q/AIA/EC/R1029f \ \ I - W/ BSMT CO NC OWf, ER: CA 1 ERCN PkPE TY 18" POP R (TBR) / I 1. \FBC �\ \ / BLOCK WAVE C 11LLE� LLCI 2,4, t \\ \ - ( ) F I I I I \ 54NITARY $EWE MAPL (TBR) T1�R D.q. 45p9- 8 IESMT. DEC 4 TBR > _. \� \ MANAGED � D.B. 12924131 'PLAT I �.B. 127\0-721 m \ \ \ SLOPE TO (� I \ \ \ '�� INV-479.69 BE I a"' WALL \ D.B. 2\97-544 PL\AT \ \ ems. \ INV7479.81\ \ DISTURfED _ Ida, \\ROCK \ 0.�7 ACRES NV 79.8E \ A\ \ (TBR) \ \USE,\ VACATNT \ \ \\ \ \\ \ \k \\ ` ` \\ ZONED\ NMD\/AIA/E`C,/RIO�\9 GRA�y�`�L (` / \ M CH PILE \" . \\ \\ \ \_ \ \ \\\\\ \ AREA \ �\ \ R) \ \ \ 1It�E (T �V) (TBR U�LITY \ \ _ \ \ {� g0 NDA� > \ ( PO GUY \ �� EXISTING \ \ \ & LIES \ \ \\ \ \ \\ \\ cy, \ °'` \ \\ \\ SANITARY SEWER I \\ \ \ \ (TBR) \ \ ESMT. 1 _� \�`. \•i �_�` \ \ \\ \ 1 1 0 \ 1 \ \ \ D.B. 1270-701. 704 PLATCo TM. 45-1100 \ 2d' SANITA Y 1 1 P� / RIP -RAP ^ \ \ ONNEVCAM�RONI PROPERTX \ SEWER ESM ` �/ DITCH (TO I ti y I A 1 CVIL E, _�C. A \ V A A V A D.B. A1270-711 1A A '� REMAIN) B. 130-25, \ \ \ \714 PLAT\\ \ E / I I Co '7 & 8 PkAT \ \ i 1 I 1 �v / htiti I I P.78 \ACRE$ 1 1 _ _ IF U5E: ICANT II _II / I I ZONED NMD/AIA/EC\1/R102'9 I ` 1 3.64' / I I I 1 �1 I \ -_L I I PROPERTY LINE G: I FBC I I I I I 1 1 I- �— I I I / ACCORDING TO 36" MITE )QED OAK o / OAK TBR I �� I� PROPERTY LINE PLAT RECORDED b - - - - IN D.B. 996-650 --(TBR) I I 1—�Y LINE (TBR') I I I \ 1 I 24" ACC RDING TO / I•' . �ULCH I I _ II BOW I I 1 1 1 \ PLAT RECORDED I --MH-1 / fiEXISThNG � IN D BI 904-631 I 24" RE[ OAK `�TBI i ( I iI TBR 1 .I. �� I I/ II I 11 I I \ .I / / / '/ TOP= 480618 ./( ) I — 1TM. 45-94B -INV=477.95 PROPERTIES, INC. N�INV=477.70 D.B. 904-627, 631 PLAT INV=477.46 D.B. 1465-169, 172 PLAT EXISTIfG / / I 10.83 ACRES ' MANAGED / BOUNDARY USE: AUTO POLO SLOPES TO B� // TM. 45-101 J I TREELINE If0 \ OVERLAP 0.004 / - - \DISTURBED/ i / OWNER: CAMERON I BE REMOVED / o ACRE SALES/SERVICE 'PROPERTY �VILLE,I LLC. I I / / C / �---��� �� � I I I ZONED HC/AIA/EC CMA _------ ��� D.B. 21 0-3Ci I 1 1 1 I I I 1 \ // / � RIP -RAP DITCH r�w — D.B. 996— 50 PAT I \ \ p / / oI D.B. 21 0-2� MANAGED / 27 &-28 PUAT // / / / / 20SAIJITARY BOUNDARY OVERLAP SLOPES TO BE 1�1�32 ACRES / // // // b.B.E1270E706, \ \ SMT.A (DISTURBED i / �� / / \/ / \ 0.027 ACRE USE: V��ANT/ / / / I I 709 PLAT / \ ZONED I\ NMD/AIA/E0/RIP° 9 MANAGED / /� FBC / / \� \ 92•� OPERTY LINE SLOPES TO BEo`� / / / \ ��9g� ^ \ / I/ 1 /x ACCORDING TO PLAT DISTURBED EXISTING, y9 s \ro \ x RECORDED IN D.B. \ I / / / / ^ ` / / \ TREELINE �QQI / / \ / 1005-225 \ BE\REMOVE6 - 8g / ^ .h�� Qi \ SANITARY \I - MANAGED "? 609 1 I SLOPES TO REMAIN / -1 PROPERTY LINE [-36i6_98' / ACCORDING TO PLAT N O 30' JOINT ACCESS ESMT. D.B. 1037-527 D.B. 1035-465 PLAT ITM. 45-102 OWNER: KILMER ASSET PROTECTION TRUST, GEOFFREY D. KILMER AND DENISE B. D.B. 4755-449 D.B. 1886-91 PLAT D.B. 1005-225 PLAT DATED APRIL 28, 2016 0.98 ACRES USE: OFFICE/RETAIL ZONED C-1/AIA/EC 407.54' \\ I �OUNDGAP \ GAP MH-1 TOP=513.31 INV=503.46 TIM. 45-105 OWNER: BEARWOOD PROPERTIES, L.L.C. D.B. 1870-119 D.B. 1005-225 PLAT D.B. 2325-437, 441 PLAT 3.01 ACRES ZONED HC/AIA/EC USE: SELF -STORAGE / RECORDED IN D.B. 46.56996-650 MI­-1 ' + S12°58'28"E TOP=491.6 B OVERLAP Ix / 16.41' INV=471.6E x x —x —x —x x —x —x —x x _x SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Lic. cam. •S P a 45183 INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. 18.030 EXISTING CONDITIONS Scale: 1 C2 MAX BUILD-TO-� LINE =10' R1 11' RIGHT-OF-WAY DEDICATION (PROPOSED) EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA DBA CENTURYLINK D.B. 4716-51 20' SANITARY SEWER ESMT. D.B. 1270-711, 714 PLAT — � Z/ — — — TM. 45-100C INI I I CLASS B-TYP11e'' TM. 45-10013 HIGH-MAINTEN iry PEDESTRIAN P TI I DASHED LINE I REPRESENTING THE ZONING DIVISION I R1029 FBC - FLEX AREA R1029 FBC - CORE NEW 20' AREA (APPROX.) ACSA \ ESMT Lo � N W w oQ� l � O u w CD Q O Nm EASEMENT TO 11.0' ROW. COMMONWEALTH OF VIRGINIA DEDICATION D.B. 4592-425 10.5= TOP OF DROP INLET ELEVATION=527.78 MAX BUILD -TO - LINE =10' TIE-IN TO EXISTING SIDEALK —' 0 BOX, TEL. I I -I-- PED, UTILITY MANHOLE (TO REMAIN) 37.9' I I II I 1 1 1 1 5'-. ID 50.0 . _WAL)< — 0`� I 04 e�_-1°- HC SANITARY SEWER ESMT. I - p - - - * r0• -, o D.B. 1270-721 n .01 O I I Q' I TIM. 25-1 0 TAIMLL TO REVISED --- -- SLOWER DECKI 16,022 SF MULTI -FAMILY APT BLDG 5 STORIES 4 STORIES ABOVE GRADE 1 STORY BELOW GRADE 30' JOINT ACCESS ESMT.-v D.B. 1037-527 D.B. 1035-465 PLAT TM. 45-102 AREA=2.65 AC n 2 .0— o Z � 1 UP ER o CONCRETE 06 PARVCING HC � DE�K io I--26,.0 I Q- �0-- -- - -- - ----- 0 SANITARY SEWER ESMT. D.B. 1270- 701, 704 PLAT 0 ,I I oN 20' SANITARY "1 SEWER ESMT. D.B. 1270-711, 714 PLAT I 18,750 SF RESTORED SELF STORAGE BLDG STREAM p 5 STORIES CHANNEL 3 STORIES ABOVE GRADE 16 a I 2 STORIES BELOW GRADE TOTAL BUILDING AREA=93,750 SF 0 N 10.0' I e NEW V.W. SWIM FACILITY ESMT 20' SANITARY SEWER ESMT. D.B. 1270-706, 709 PLAT a6 \ SANITARY ESMT .B. 1063 __ --- --- I o 20' SANITARY SEWER ESMT. D.B. 1270-711, 714 PLAT TM. 45-173 WOODEN FOOTBRIDGE 6' WIDE WITH RAILINGS EACH SIDE T.M. 25-100 REVISED AREA=0.596AC DEDICATED TO COUNTY OF V���ALBEMARLE \ CLASS A -TYPE 2 \ \ - LOW -MAINTENANCE SHIMP \ � MULTI -USE PATH _ ENGINEERINGb 1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENG I , t, TH �c�' o TM. 45-94D O ►� M / s ra / Ltc. o.45183 zrlat �� I / sslotv�►. X —X —X —X —X —X —X —X —X i \ \� �* —X —X TM. 45-105 r D • • • REMAIN INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. 18.030 SITE PLAN - UPPER DECK Scale: 1 C3 MAX BUILD -TO - LINE =10' 11' RIGHT-OF-WAY DEDICATION (PROPOSED) EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA DBA CENTURYLINK D.B. 4716-51 Lo � W LLJ � Q� 0 ~ O_ EASEMENT TO COMMONWEALTH OF VIRGINIA D.B. 4592-425 20' SANITARY SEWER ESMT. D.B. 1270-711, 714 PLAT /.Z/. — — — TM. 45-100C INI I I CLASS B-TYP11e'' TM. 45-10013 HIGH-MAINTEN iry PEDESTRIAN P TI I DASHED LINE I REPRESENTING THE ZONING DIVISION I R1029 FBC - FLEX AREA R1029 FBC - CORE NEW 20' AREA (APPROX.) ACSA t ESMT 1 W TOP OF DROP INLET ELEVATION=527.78 MAX BUILD —TO — LINE =10' TIE—IN TO EXISTING 5.C _bIDEWAL SIDEALK �: - - _ . ao- - C' a yn / �",a T 4 OEW)�LK - CG.2 GG 99 .' STNIRWAY TO UPPER - I EX. TEL BOX, TEL. PED, UTILITY MANHOLE (TO REMAIN) 37.9' I I II I 1 1 1 1 ... T+M. 25-1Q <:'. ' I RE T INING JAL (PA KING <` ABOVE) 16,022 SF w MULTI -FAMILY APT BLDG I J - J-- I 5 STORIES 4 STORIES ABOVE GRADE 1 STORY BELOW GRADE a.,b ICI I /( 98.2' 30' JOINT ACCESS ESMT.-v D.B. 1037-527 D.B. 1035-465 PLAT TM. 45-102 d DECK ° 7- '-STAIRWELL TO ° LOWERI DECK ° d - a ° d 4 a � d 4 d of 18.9 2 .0,'. k8.0 ° d 3 °i d `0 Q _ LONER CON RETE PARKING DECK ° a_ SANITARY SEWER ESMT. (, D.B. 1270-721 SANITARY SEWER ESMT. D.B. 1270- 701, 704 PLAT 20' SANITARY SEWER ESMT. D.B. 1270-711, 714 PLAT 18,750 SF RESTORED SELF STORAGE BLDG STREAM 5 STORIES CHANNEL 3 STORIES ABOVE GRADE 2 STORIES BELOW GRADE TOTAL BUILDING AREA=93,750 SF BIKE ° 26. 0 \ STORAGE NEW V.W. SWIM FACILITY ESMT o 20' SANITARY SEWER ES W R MT. o. ® / D.B. 1270-706, 709 PLAT 20 SANITARY ESMT B. 1063-609 ` 20' SANITARY SEWER ESMT. D.B. 1270-711, 714 PLAT TM. 45-173 WOODEN FOOTBRIDGE 6' WIDE WITH RAILINGS EACH SIDE T.M. 25-100 REVISED AREA=0.596AC DEDICATED TO COUNTY OF V���ALBEMARLE r ` \ \. CLASS A -TYPE 2 \ \ LOW -MAINTENANCE SHIMP \ \ MULTI —USE PATH \ ENGINEERINGb \ LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. \ i CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENG t\ \ \\\ TH o TM. 45-94D O ►� / s Pa / Lic. o.45183 / sslotv�►. jo / / n / / r -=_MANAGED SLOPES O \ x —x —x —x —x —x —x —x —x —x —x TM. 45-105 INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. 18.030 SITE PLAN - LOWER DECK Scale: 1 C3mA \ I 00 08 91 BW Q 36BWI g 5 90 33 1 ^ \ \ 20' SANITARY SEWER g 6 10 l8 ESMT. _ ++ 19 D.B. 1270-711,714 PLAT \ \ � r a . 16 44 18 \ \ \ ,\ + + 0 40 +V 8 9 90 �\ gd5 8 6 1` 1 Qg Ia 88Ta 50 a'_ \ 19 -- /gI\ \ is 20'SANITARY 44 _ /w�l I SEWER ESMT. 05 38 6 O 1 — t �i \ D.B. 1270-711, O 6 _ - TM. 45-100C N I 714 PLAT 0 1 — 55 06 2 44 8 \ \\ I 0� . a 3 38 _ H 06 \ 06 4 18 I a 7T g3H �5776 Co 48 a 1 S` \\ \ \ TM. 45-173 5 \ \ \ 4 4. 7 / TM. 45-100B I I:I -.,._- \ \ \ - 001 - O 4�/ RETAINING WALL MAX. HT. =10' 1 \\ \\ `Q \ F D RETAINING WALL p I MAX. ITT. 10' 4 _ - NEW 20' ° I DRAINAGE ACSA a \ DIVIDE ESMT \ 1 �� ' // '/ P os / b2 w / 9 X. .. j .i _j1' \\ \\\\ \\I \\ \ \\ \ WS WS 0 WS -ZIP SPOT ELEVATIONS AT HC 1 � � - 2 PARKING —, a .I• `I I �0 � :� ; I \106 C4 SCALE: 1 "=10' I I I I II 1 I SANITARY $EWER \ \ 1.1 \\ 1 ` \\ �.8.,2�ILsm1. �J\\ =.'1 SPOT ELEVATIONS AT HC I'—/�Is ,\ I 33 \SEE D TAL 1 PARKING — \ 31XP \ \ \ \ \ \ T I ... I In ...... ... \ . \ o% \ \ I b \ \ \ \ 53 7601\ \ \ \ \ \ \\ e .30 S E AIL \ 4 \ -- \ F R S \ - o I I \ \SANITARY SEWER SHIM \ \� \ rr I I \ VAT NS \ \ \ ' \ � _ \ \ \ \ \ ESMT. 1 \ >�'�-`•;: \_ %\Y D.B. 1�70-701, ENGINEERING2. /c1q \I \, y \ \ \ o \ \ \ \I \\ \\ \\ 7�4 PLAT ; I \ LAND PLANNING - PROJECT MANAGEMENT BEX.OX, TTE I I I I 1' `\ - N I \. \ I 1 I \ \ \ \ 26' SANITA \ \ 1 I I J \ \ I \ \ \ \ SEWER ESM�. PED, UTI T0 Y I y. \ c� rn D.B.\1270-711 \ ,' a 912 E. HIGH ST. 434.227.5140 MANHZE I I `h`V I I 1 I \ \ \ \ \ \ \714 PLA�' (TO RF/ AIN) j I // / \ \ 1 \ \ \ \ \ \ 1 \\ I\ /,' _1 a CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM EASEMENT TO CENTRAL TELEPHONE COMPANY \ OF VIRGINIA DBA - �._ / h`1'S' I I `''V ` \ I A � V A I IF CENTURYLINK - i� i aia \ 3 XP \ RAI NA,GE \ : 11 1. 0% ( 6\ \ IVI'DE \ L — — \ 1 D.B. 4716-51 TgAD cMo v~i NI � /�/ ,3`.<� � I: kP �' 1 1, Ie I I III I I I I \, w �, ;` } x _ I I _ I I �I I LEVEL 51FFE = 526.56 1 I \`. - T$ L�Lj I: i el L"I I I I I I 1 LEVEL 4IFFE=\516.501 � I 1 LEVEL 3 \ I IA�8 Q 9��/— _ �•/ I /I1//Of 0LEVELI 2 FEI _ 96.50 LVL E1 FFE 86.50 w X / TM. 45-94B P(� •a 45183 `-.1GROUND LEVEL FEE 519.20 Zt STREET LEVEL FEE 529.88 X w EASEMENT TO \ I /� --- -- 173om ' 18 �� Il ss- COMMONWEALTH OF VIRGINIA 1 / 1,K / I 0 I I NEW V.W. S D.B. 4592-425 � I // / / _-- — — -_.- F/ACILITYESMTMT/ l I I // / // // / /20' SA ITARY \ \/ C / 0� / / SEWER ESMT. \) / 6.B. 12707061, \/ / \ INITIAL SITE DEVELOPMENT PLAN 8µµ1 \R9� 664 WEST RIO 81 2 \ \ I \ 1 r' 10.0% f 4i 5.48_7 BENCHMARK: _ _ho / 06 TOP OF DROP INLET 28 I \, \ \ I / / ELEVATION=527.78 ---. \ •'-\ 2 \\\ S�� \ s p a 06 SAN'1TARY ESMT I I I I MANAGED .\; o°` 07 .B. 106�'-609� SLOPES TO �' _ _ REMAIN ALBEMARLE COUNTY, VIRGINIA 02 Z SUBMISSION: \ s 2022.03.21 % REVISION: \ x —x —X —x x —x —x —x x —x —x 30' JOINT ACCESS ESMT. D.B. 1037 527 D.B. 1035-465 PLAT TM. 45-105 TM. 45-102 FILE NO. GRADING & SPOT ELEVATIONS PLAN - UPPER DECK C41 20' SANITARY SEWER ESMT. D.B. 1270-711, 714 PLAT �F \\ /g II 1 1 20' SANITARY SEWER ESMT. l: D.B. 1270-711, _ TM. 45-100C I N 714 PLAT I \ 00 \ \\ \ \\ TM. 45-173 RETAINING WALL 1 1 IMAX. HT. =1D' RFTAINrNG WALL MAX. ff. 7 10' I NEW 2ACSACSA / / / / / o DRAINAGE ESMT /7 "G' I / / ------------- I DIVIDE /� // // p I l l I .... 1 ........ •F-;� ' �\'" \\ II \\\� �\\ \\ \ \ \ \\ / v \ Cil Oa SANITARY $EWER '._�.•... `< �%Ff1 — ,_ I --- ' \ `\ 'PB. 12�\0572; t \ \ \\ \ 4" U\ DE DRAIAll N �' v \ �v ✓ �: ` $ /�� / I :. 1 - ° �.•" \ `\ \ Q �\ -Tb\RW UPPER \ \ a hDECK \ � \ \ \ \ \ N a \\ I a\ 6 I\ I \ �fBA � \ \ SANITAKY SEWER \ + \ \ cY` .0 \ I \ ESMT. 1 \ o_ _\ - 1 \ \ \ D.B. 1270-701, �// ° �\ \ \ 1 \\ \ \ \ 704 PLAT Y Q\ I I I \ \ EX. TEL / I I I I .\' a `\ _ c'n _ N a \ \ 1 \ \ \ 2d' SANITA Y \+ BOX, TE . I 1 \ \ \ SEWER ESM�. P Vi MANHTI E I I ry _a d -j\.. -0 \ '9. \ \ \ \ D.B. 11270-71I \ ' EASEMENT TO CENTRAL (TO RF/IN) I I / / CO \ 1 1 0 - \�' '0 TELEPHONE COMPANY //' �,ti I 11 I 1I\\ OF VIRGINIA DBA - �._ / y, I 'b : I I I \ 1 I 1 I CENTURYLINK ++a u • & \ \ 1 1 1 I 1 IF D.B. 4716-51 �.9AD a I \ .-. _ NI�. F�ET INING WyA L - -\ 17 / // /' (PA KING n DRAfN,G - 0a1III I I I \I N �' / / °' / ABOVE) IDa - I I I L I 1 LEIJEL SIFFE = 526.56 1 I \`. w / �I LEVEL 4 IFFE = 516.501 \ ' w I I //' /— /' _ _—I ° I d I:b II II III I 11 11 LEVEL 2 Ill =\506.50 96.50\\ oOfD_ Q i / / — w / - p� _ - I a.. a. I I I I LEV L 1 FFE _ 486.50 1 1 I ® + r ' Q o / GODUND LEVEL FFE = 519.20 \I I / STREET LEVEL FFE = 529.88 _ P1N�E�Df�AIN. k. - - - - _ , w f\\'/ EASEMENT TO _ \ I /' — — — / // -� BIER COMMONWEALTH OF VIRGINIA 1 / �— / t'10 D.B. 4592-425 I I / _--- — . 1 NEW V.W.ISMT / / / a _ I / F/AGILITY IESMT /20' SA�ITARY \\ \/ \ o / SEWER ESMT. \ \ /\ I / 6.B. 1270 706, LAT BENCHMARK: TOP OF DROP INLET q' y ELEVATION=527.78 i \ \ _ \ / / "� 6- SAN�'ARY ESMT I I _y MANAGED i I I 7 .B. 106�'-609 "` / SLOPES TO / L— / / - REMAIN �02 0 1 / x —x —x —x x —x —x —x x —x —x 30' JOINT ACCESS ESMT. D.B. 1037 527 D.B. 1035-465 PLAT TM. 45-105 TM. 45-102 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v . SFmp z Lic. o.45183 A 3Jzrlat �� o� INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. GRADING & SPOT ELEVATIONS PLAN - LOWER DECK C4mA 20' SANITARY SEWER ESMT. D.B. 1270-711,714 w PLAT a \ IONV8 =479.09 I 1 20' SANITARY _ /� w I \ r• I SEWER ESMT. l: D.B. 1270-711, _ TM. 45-100C I N 714 PLAT 1 8 H-51 TOP-4 00 \ \\ \\ TM. 45-173 TM. 45-100B I II \ \ \ RETAINING WALL III \\ \\ \\ 1 IMAX. HT. =10' RFTAINrNG WALL I MAX. ff. 7 10' / \ \ CP �\ I NEW 20' oACSA DRAINAGE ESMT DIVIDE p / / 1 • • - \ 1 \ 1 \ \ \ \ 2' 1 An / 1 V \\ \\ 7-o4 \\ — W — W EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA DBA CENTURYLINK D.B. 4716-51 Ic- (o N w W 0 oQ Q�o "' o- w r" ~ O_ EASEMENT TO COMMONWEALTH OF VIRGINIA D.B. 4592-425 EX. 10' DI-3B� TOP=527.78 BENCHMARK: TOP OF DROP INLET ELEVATION=527.78 a I� 1 WI ;STOP w w w w 1 I SANITARY $EWER \ 1 1 \ \ \\ VDOT I_ I G 1 \ I IESMT. \ '.�. \ 1 \ D \ 1 \ P.B. 127\0-721 \ `�o :•.._`.;.. "- a 1'� l - I iw "� ��I \ I\ WM \ "� �` a \ \ 1� \ _:+At_T479.69 \ \\\ \\ W ...... I 81 \ \479 \ \ y �rpSR �N p\ 1\ 1 O \\\ \\�\\ jSl" 479.8E \ b \ \\ � 6' \FIRE WL'rn� ' / \• '\ \ - \ \ te \ \ \_ /4° WATER \ \ \ 6'I FIRE WL \ \\ \ \ SERVICE \LINE \ \ \ \ \\ -- N. LIN WATER \ \ \ \ I \ \I \ \ \SANITAKY SEWER / \ \ - \ I \ \ \- \ \ \ ESMT. 1 \ \ a / � \ \ \ D.B. 1270-701, �i I \ \ o rn \ \ \ \ \ \ 704 PLAT EX. TEL. / / I SERVICE LINE - \N I \\ \ I \ \1 I\\ \ \ \ \ I `? F `.~ N m \ 2d' SANITA Y \ �d- P BOX, TE¢I,. I :. \ I 1 \ \ \\ \ SEWER ESM�. \ _� E C TO PMANHTQLIEY I ry I Q \ \ \ \ \ \ \` D.B.\1270-711 I\ \ '�" ) PP M (TO RF/IN) I I /� + 1 1 - I\ 1714 PLA�'\ UNf�ER RdUND \ I I I \ 1 I F9Ai0% STppRRMIVJATER NI / DETgN}ION 1 is 1 I lit I I \ I I.•.'6_: URE$ I LEVEL 51FFE - 526.56 1 I / i' / a e e - D A AGE II I I II I L I LEVEL 4 IFFE =1516.501 1 I DIIVIDE I I II I II 11 LEVEL 2 PFE _ �96.50\1 I DR 35 MH-1 LEV L 1 FFE = 86.50 1 I Sp L T TOP=480.18 INV=474.67 TM. 45-94B INV=477.95 0<0UND LEVEL FFE = 519.20 Via.$ / / I / / I I II I I II I II I I I / / LEVEL INV=477.70 / I I SPREAD INV=477.46 \I I STREET LEVEL FFE = 529.88 UNDERGROUN - _ _ _ _ I TOR WA E� DE EN ON TRU TU ESQ NIEW V.W.I SWM F/ACILITY�ESMT/ ' \ \ / \ I RIP -RAP DITCH F2 /� /20' SA�JITARY \\ \ rn� / SEWER ESMT. 6.B. 1270 706, \ \ s 4 �! I% 10 " \ S�2 \ � o � o°` o ,. SAN'1TARY ESMT I I �� MANAGED SLOPES TO / L- / - REMAIN L �- -- --_ / 2 _- \ /-02 3 i VESMT VDOT � ' MH-1 MH-1 MH-1DI-3BTOP=491.06INV=471.66 MH-1 —x —x —x —x x —x —x —xx30' JOINT ACCESS . TOP=513.31 D.B. 1037-527 INV=503.46 D.B. 1035-465 PLAT TM. 45-105 TM. 45-102 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v . SFmp z Lic. o.45183 A 3Jzrlat �� �S'SJnu.>I INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. GRADING &UTILITY PLAN C5 Landscape Plan: Required: Pre Albemarle County Code of Ordinances, Sec. 20C .7—Table 2, Street Landscape Separation = 6ft in the Boulevard standards. Provided: 8ft landscape strip separating the Boulevard Street Landscaping: Per Albemarle County Code of Ordinances, Sec. 20C .10—D: The minimum Planting Requirements are as follow: • Required: All trees must be planted parallel to the street in the landscaped separation zone, pursuant to section 20c.7.h.4. • Provided: 4 Large Deciduous Trees Planted, Parrallel to the street the landscaped separation zone 3 Small Deciduous Trees Planted, Parrallel to the street the landscaped separation zone 23 Deciduous Shrubs, Planted Parrallel to the street the landscaped separation zone • Required: All trees and other vegetation species must be from the recommended plant list. • Provided: All trees and other vegetation species are selected from the recommended plant list • Required: Each development site must use at least five different species selected from the recommended plant list, with no more than 20 percent of one species used. • Provided: More than five different species are selected from the recommended plant list throughout the development site. • Reauired: At least one large tree (2% inches caliper measured six inches above the ground) must be planted in the interior of parking areas for every ten parking spaces provided. these trees must be evenly spaced. • Provided: ten (10) large trees (2�/2 inches caliper measured six inches above the ground) are planted in the interior of parking areas for every ten parking spaces provided. these trees must be evenly spaced. • Required: Landscape plans must be prepared and sealed by a licensed landscape architect (as defined under code of Virginia § 54.1-400 ), a landscape designer certified by the virginia society of landscape designers, an arborist certified by the international society of arboriculture, or a horticulturalist certified by the virginia nursery and landscape association. This requirement may be waived the agent. • Provided: Applicant requests to waive this requirement. Per Albemarle County Code of Ordinances, Sec. 20C .7—H-4—Table 4: • Reauired: Landscaping Requirements in the Boulevard Area: Large shade trees at least 2�/2 inches caliper (measured 6 inches above the ground). The maximum average distance between trees must be 50 feet or less per block length • Provided: the maximum distance between two Large shade Trees =50ft Parking Landscaping: Per Albemarle County Code of Ordinances, Sec. 20C .9—A-7: • Required: At least one tree must be planted in the interior of parking areas for every ten parking spaces provided. • Provided: Ten Large shade trees are planted in the interior of parking areas for 71 parking spaces provided. Total Parking Landscaping Provided: 10 Large Deciduous Trees 7 Small Deciduous Trees 28 Deciduous Shrubs Civic Space Landscape Required: Per Albemarle County Code of Ordinances, Sec. 20C .11—C—Table 12: A. Required Elements in Linear Park: • Trees B. Additioal Elements in Linear Park: • Open Grass Lawn Civic Space Landscape Provided: • 16 Large Deciduous Trees • 7 Medium Deciduous Trees • 0.596 ac Civic Space Provided in which 0.32 ac is an Open Grass Lawn • In addition to the proposed trees above, there are 2 existing Large Deciduous Trees and 3 Deciduous Shrubs to remain in the Civic Space Landscape Notes: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. 3. 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. 4. All new planting shown on the Ian will be completed after building and road construction to avoid tree planting damage. P 9 P P 9 P 9 9 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 6. Perimeter parking lot trees to be 2.5" caliper. 7. Contractor shall plant all landscaping by the first planting season following the issuance of the first certificate of occupancy within the development. 8. All site plantings of trees and shrubs must be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. shrubs and trees must be pruned minimally and only to support the overall health of the plant. PROPOSED LANDSCAPE Minimum Height Total Plant Planting Common Area of Total Botanical Name anca CalHei g ght in Quantity y Symbol Type Name . Hei Canopy Canopy hN Planting Years Large Zelkova Serrata "Green " Green Vase' Zelkova 2 Y2 "Cal. 14 29 5 395 1,975 Deciduous Tree Vase d<e;t Large 9 Platanus x Acerifolia & London Planetree 2 Y2 " Cal. 13 30 8 422 3,376 Deciduous Tree cvs. (Bloodgood) Large Acer Rubrum "Armstrong" "Armstrong" Red 2 Y2 "Cal. 13 33 15 53 795 Deciduous Tree Maple' Large Deciduous Tree Platanus Accidentalis American Planetree (Sycamore) 2 Y2 " Cal. 14 49 11 1,362 14,982 Medium Carpinus Betulus European Hombeam 0 Y2 '-13/a) 10 20 7 177 1,239 Deciduous Tree sag 71 Small Deciduous Prunus sargentil &cvs. Sargent Cherry (Columnar) (6'-7') 7 17 11 128 1,408 Trees Small Ornamental Logerstroemia Indica x cvs. Crapemyrtle (6'-7') 6 9 9 77 693 Trees Deciduous Syringo meyeri "Palibin" Compact Meyer Lilac (1'-1Yz) 1 2 47 44 2,068 shrubs Deciduous Caryoptel "Longwood Blue Mist Shrub (1'-11'i) 1 4 37 10 370 shrubs Blue" B Deciduous shrubs Viburnum x "Juddii" Judd Viburnum (1'-1Y') 1 7 22 38 836 Open Grass Lawn Not To Scale Total 172 2,706 1 27,742 MAX BUILD —TO — LINE =10' —w —w 11' RIGHT -OF -WAY — DEDICATION (PROPOSED) EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA IDEA CENTURYLINK D.B. 4716-51 EASEMENT TO COMMONWEALTH OF VIRGINIA D.B. 4592-425 TM. 45-10013 20' SANITARY SEWER ESMT. D.B. 1270— 711, 714 PLAT 0 1 \ \ \ 1 1 I 20' SANITARY SEWER ESMT. D.B. 1270-711, +I. 714 PLAT RETAINING WALL I MAX. HT. =10' 1 DASHED LINE EXISTING RFTAINNG 'BALL ° REPRESENTING THE TREELIKE TO I MAX. }IT. — 1 I I I / \ • ZONING DIVISION REMAIN R1029 FBC — FLEXAREA / R1029 FBC — CORE NEW20 /I I ACSA t" (3) HOLLY �W BIRCH QUAD. .�CH \HOLLY \.� \ TM. 45-173 �KOLLY ° 15" RED OAK CP �. \� 11 " BEECH AREA (APPROX.) ESMT 1 i ,V I �C I 12y9 POPLAR TIE—IN TO EXISTING 1 I / / Ip�>T7AL /° - I I \1 •\ .\ \\ \\ I �SIDEALK I - 5 MAX BUILD —TO — LINE =10' I I I / 1 "`+ �. 1 \ _ W - ° • \ WQODEl)\FOOTBRIDGE t,� �t .:.•. —w — I ` I / \ \ .� 6' WIDE v{I TH •- •ryl� 1 I w w� w 1 SANITARY $EWER \ \ I \�•. -.-.• �2AIL11JGS EACH SIDE I ESMT. B. 127\0-721 T.M. 25-100 ' REVISED A EA=0.596AC w w I •/ _ \ .. .\ ....... .......� \ \ < S'- 1 \\ \\ \\ ,., \��\\ DEDICATEDRTO COUNTY OF 1\7\ 1 O ' \ \ . . . \ ALBEMARLE o\ NN R ISEi 0 _� � — �TAIR-WEY� TO \ n _ CLASS A —TYPE 2 Q \ \ \ \ 2.65 A \�-t—► LQWER� DECK .i9,P- \ \ `,• . W . \\ LOW —MAINTENANCE \ MULTI —USE PATH SANITAKY SEWER •.\•' I I gl1 .o \ \. \ \ \ \ ESMT. 1 \ " \ _ '. •�e'-;_ � \ D.B. 1270-701, o rn \ V A V A /V4 PLAT I `. EX. T%HL 2b' SANITA Y \ \ RED, UTI 1TY / I I I \ \ 1 \ \ \ SEWER ESM�. . • \ .1/ r D.B. 11270-711 \ (SOAR N) I / / - 1 .. A\ \ \V A\ A A V714 PLATE\ RESTORED 1 STREAM h0'� D 1 a / / I a: I I 1 s ,I - - - - - - __ _ I I •mot 0 I NSW V.W. SWIM F/ACILITY/IESMTI I 1 1 I° /20' SANITARY .� .. Q.. / SEWER ESMT. \ /\ / b.B. 1270 706, / vV / B / _�...\ 1 \\ S oa o 1. S NITARY \\I \ � '�I 'JANAGED ,^^ W. r1f. \S> / "� — —609 cc r¢./ SLOPES TO REMAIN -Z 30' JOINT ACCESS ESMT. \ D.B. 1037 527 D.B. 1035-465 PLAT TM. 45-102 TM. 45-105 x x —x —x —x x —x -x -x x -X IM. 45-94B 1 1 30 .1 91 4.3 Pa uc. o.45183 /3jjrIZ� INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. LANDSCAPING PLAN 18.030 C6 — — — — — — — — — — �X� \ / — STATE ROUTE\29 SEMINOLETRAI4 // 1 // --� --�\ --/' — �\ i \ fI}I / /c0l \ \ ro i F\I 3SO' \ / - ---- _ - _ - 30 0 30 60 90 550 550 545 545 540 540 535 535 530 NEW FIVE 530 525 STORY SELF 520 STA17 ROUTE 29 EX.-\ --S70FFKIE BUILDING 520 515 SEM NOLE TRAIL IdUiLuINU EX. BUILDINGS 515 510 510 505 505 500 EX. PARKING-,500 495495 LOT 490 490 485 / 485 480 - - --- ------------- - 475 475 4 EX. LANDSCAPE 470 465 465 460 460 09+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 SITE SECTION A —A SITE DEVELOPMENT RELATIONSHIP TO STATE ROUTE 29 HORZ: 1 "=10 VERT: 1 "=10' \ 1 1 1 \ \ \ bm \ -- — --- / J h / — — — — , U I .. 1 / / 30VND M0138 A80}.S- I11 It 30Vag 3AOSV ,&3taolS t, S3 b I 91S S / / p51a ldv A31wvd-u 1nw r.... `\ I Z ZZO'9l / 3S 09K'F6=V�av p N1511n00 M I83V8ICS o\\+ 33A IS\F ` I I ., 31S � •°�lrOp.. ... '- I ti^f// / a/ //////—' — —'' / �G30y01SJ13S 3S o 4I ` t.., � \ o'oZ I I o \ \ �\ N / O I ❑� \\\ O N S - o CIA 600 600 PROPERTY 595 590 NEW,590 585 EX. MEX.595 585 585 --PROPERTY I80 tOF NT 575 575 1I APT BLDG 575 570 I BUILDING 570 565 560 CI IC SPACE AREA NEW FIVE (5) 1 565 560 555 555 550545 STATE 550 'ROUTE 63 -545 540 540 530 525 520 515 510 0.001 26.00' 1 24.00' 26 I TRAVELWAY I I TRAV -----------_:-- �- - - 00' 530 525 520 515 510 ITRAILI T AVELWAY LWAY _ - ---- 1 ----- _- ------ - k iI — 505 _ _ 505 500 -1 1 NEW LOWER 500 495 4 - � -- LOADING LANDSCAPE K AKIN 495 490 - - 490 - 485 - - - - _ - - 485 480 480 475 475 470 470 09+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I L JO r� sump Lic. No.45183 INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: FILE NO. SITE SECTIONS 18.030 SITE SECTION B—B HUNZ: 1 =IU VERT: 1 "=10' C7 36"MINI LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 ACSA: SEWER PIPE INSTALLATION (TYP.) NOT TO SCALE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MI4 LARGER THAN 5" IN ANY DIMENSION 24"MII, INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT M THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER H AUNCHINC NO. 68 STONE - - BEODING 6" max 4" min FOUNDATION SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE I -OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFlLLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED. AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG, S-3 TO- 34 ACSA: TYP. SEWER PIPE INSTALLATION IN TRENCH C8 NOT TO SCALE SECTION 1-1 12" 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" NOTE: FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE ow CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B ACSA: TYP. MH TIE IN 2�PLAN VIEW C8 NOT TO SCALE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG AS BRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU. YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4^ & 6^ 45 22 1/2 2.0E 1.50 2.25 2.00 2.6E 2.52 0.15 0.1E 2,0E 2.25 2.5E 0.15 it 1/4 1.50 2.00 2.50 0.1E 90 3.66 3.16 3.21 0.4E 8.. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.15 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3:58 2.95 0.43 3.83 4.0E 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 Z f a FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACEli PRECAST REINFORCED CONCRETE SECTIONS 1�IN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE FILLETS VARIES CHANNEL TO BE ANN 3/4 DIAMETER OF '=-�-- CONTRIBUTING -- SEWER. T ° • �.• 12 A FILLETED INVERT OR A SMOOTH . '•d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A ACSA: TYP. MANHOLE SECTION BRANCH TIE-IN C8 NOT TO SCALE PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE J ADJUSTABLE TRAFFIC RATED VALVE BDX W/ LID M.J. GATE VALVE WATER LINE d a 2500 PSJ CONCRETE % - A 2'x 2' BEARING AREA. THRUST BLOCK '_ d A THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. USE 2500 P.S.I. CONCRETE. NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS TYPICAL GATE VALVE NTS NTS FIG. W-3 FIG. W-5 TD-3 ACSA: CONCRETE ACSA: GATE VALVE 8 THRUST BLOCKS g (TYP.) C8 NOT TO SCALE C8 NOT TO SCALE 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 000000o0o0o0o0oc) #4 BARS AT 12" O.C. nn 4" COMPACTED VDOT #21A III COMPACTED SUBGRADE MIN CBR-6 0 1' <MPRESSKNI . 3/4' MALE PIPE COU>U%C OR Y ROw ©UAL OI I' PE scrr ca"r5n SORT USE AT1ACMm FAMILY PE AL SENMCES R Wi DUAL RESM[xRAL ANn IRABAI ES Axn IRmGAnw YFMCEs - 1'.fa• Ta: NOTE NO SAAS M nmTRG5 T DUAL SERVICE R. I" cGIMfSs IN . ]/A• MAZE PPE caoUNa GR AI'PFpKD EW4 TYPE k' sffr CAPPER QI 1 RUN UNE ON UEVIOE F"IG RES OE9NU n2VLfTIS S MHEXE Ax INPI6Anw RA. uEEe ISxaT RADMaEp SINGLE SERVICE xOE 1) SADUIFS SXALL BE U9ll ON PNC MPE rCAST ` IRON Un - rest© GnAaE 11NV` 4E1ER U t, MN - GUHpi`{IIq I 1/9 BENS COUPUI D' )' I VEIER .. cup ATBN STOP t +!+ SxN AS " tt EMID OR WS( VNOFR ear AND TER* (:-Ix(r j u LUNG SPIER NA' "PE T : tti:5:Y17n U "� LUNG .."NIT, YNMW iNW165I I("!."`!? yii:;-1-411 ?OS - EP J!1 NZA WPC. ]a> NO » AGWEMIE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A To-lo ACSA: TYP. SERVICE LATERAL INSTALLATION C8 NOT TO SCALE NOTE, MIN. GO- DIAMETER MANHE _ REQUIRED. NH S EP • arv3 DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER h M B' BOOT. d p A 5" GASKETa STOP COUPLING p 27' DROP PIPE PIPE STRAPS (STAINLESS STEED p SPACED EVERY 2' VERTICALLY 90• RESTRAINED BEND SEWER INFLUENT * PIPE "•N SEWER • q PIPE PLAN PROFILE 7 MIN. 6' BEDDING WITH NO. 68 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2)FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET101NT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 ACSA: INTERNAL DROP 10 CONNECTION C8 NOT TO SCALE 2c I _RA 0 E i 'V E IN '1 r w w C% S yEEF 9 A Y,jEEE 8 E Sc n31E DMZ 'n ar3 is _ mpa �^ z Z !2r is o lk D E aE �E +ia Ono O I 1 Yi v of o� Ny LL 0 0 1 TYPICAL MANHOLE FRAME & COVER N.T.6 F13 $4-D T"1 ACSA: MH FRAME & COVER C8 NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a INITIAL BACKFILL 4 1 UNSTABLE e" 6" a" e SOIL MIN. - MIN MIN #68 STONE GRANULAR FILL AS APPROVED BY ACSA \ (ABLE SOIL OR ROOD STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 11"�ACSA: DIP INSTALLATION C8 )NOT TO SCALE T TO BE FIELD VERIFIED PARR I NAG- 2c /`� 1.1. G�J I D L G1 U 'M' �' .* MIN. 13 DUMPSTER PAD DETAIL V E WMIN.� S'� 5'MIN.a,. (22.5' FOR COMPOUND NETER) C8 Not To Scale AA .a d ed a • 4" - 3,000 PSI .. .. '<d eCONCRETE 4" - VDOT #21A 00000000000000o BASESTONE III j COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 14 TYPICAL SIDEWALK SECTION C8 Not To Scale 2" OF SM-9.5A SUPERPAVE 0 0 0 0 0 0 0 E 00000o6" - VDOT #21 A ����� �O BASESTONE III III III IIIII COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION 15 FOR PARKING LOT C8 Not To Scale RI-Ba 4'• 4 , • (225" FOR COMPOUND ME1ER) 3B75 1B MIN. �17.s'� ' 1$ � 37" MIN. *.. • 25 12' MIN. WNGNUT LOCKING ASSEMBLY RTM CID YNIACGT53'Mf BYPASS R7$ NO PARKING LEGEND- GREEN(RETROREFL), WHITE SYMBOL ON BLUE(RETROREFL) NOTES: 131 BACKGROUND- WHITE(RETROREFL) 1. PROVIDE A 6' THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". "Reduce spacing50%. PARKNGAPNCA1104 OeELTONALAPRT1JltlH MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". **Seepage6-31. OOLORI. IBGEND -GREEN IRETR(nmEcrMLImmADx ODIUM LEGEND -wNNE (IIETRaiER£CINEJ 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. ***See page 6-2 for arrow design. 01R0-wx9e IRETRweREDTMEI BPnlTaaxn-BLUE (flDRa+EREC1Mq TYPICAL METER VAULT (2" METER) 16 HC PARKING SIGNAGE NTS C8 NOT TO SCALE FIG. W-7C TD-16 ACSA: TYP. METER VAULT 1� (2" METER) C8 NOT TO SCALE A B c D E F G x � x ( 17 B B]5 43B le 15D 5 10 1-0x 3BSB t5 IB N 9]B SJB z.25 zD I Isx z.m 6]sl 1z • r. II, II• .: � P 1 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE1/72 OF 3 FEET. SALT TREATED FINISHED GROUND x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45 O, D„ IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 ACSA: SEWER LATERAL CON N ECTI ON C8 NOT TO SCALE 250E P.S.I. CONCRETE BASE AlO 1RUST NCR BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE `S\\\ (IIjI V WHEN THE SOIL IS DISTURBED EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 ACSA: FIRE HYDRANT �2�ASSEMBLY C8 /NOT TO SCALE 6" SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Lic. D.45183 SshLLr.T �`-� INITIAL SITE DEVELOPMENT PLAN 664 WEST RIO ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.03.21 REVISION: SITE DETAILS FILE NO. SITE & ACSA DETAILS