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Home My WebLink AboutSDP202200030 Plan - Submittal (First) 2022-05-02INITIAL SITE DEVELOPMENT PLAN LEGEND OWNERS TMP 90-35D: Victorian Properties II, LLC EXISTING NEW DESCRIPTION POBox 7505 Charlottesville, VA 22906 TMP 90-35H: James R. Moss BOUNDARIES 1803 Avon Street Ext. BENCHMARK Charlottesville, VA 22902 SITE PROPERTY LINE DEVELOPER - - - - ADJACENT PROPERTY LINE TMP 90-35D: Victorian Properties II, LLC BUILDING SETBACK P O Box 7505 Charlottesville, VA 22906 ❑ PARKING SETBACK SITE TEXT ZONING 0 10 PARKING COUNT PRD - Planned Residential Development Steep Slopes - Managed only TOPOGRAPHY EC - Entrance Corridor - INDEX CONTOUR INTERVAL CONTOUR SETBACKS 311.5 x 1� SPOT ELEVATION FRONT MINIMUM: 20' from Avon Street Ext. 311.5 TC x 1 TOP OF CURB ELEVATION FRONT MAXIMUM: None SIDE MINIMUM: 10, 311.5 TW x 21 TOP OF WALL ELEVATION SIDE MAXIMUM: None 311.5 BW x 21� BOTTOM OF WALL ELEVATION REAR MINIMUM: REAR MAXIMUM: None STREAM STREAM BUFFER DISTRICT 100 YEAR FLOODPLAIN Scottsville Magisterial District BUILDING SOURCE OF TITLE BUILDING DB 5427 PG 382 (Parcel 35D) RETAINING WALL DB 2108 PG 054 (Parcel 35H) STAIRS EDGE OF PAVEMENT SOURCE OF BOUNDARY AND TOPOGRAPHY ROAD CENTERLINE Boundary provide by draft Boundary Line Adjustment Plat by FRONT OF CURB Meridian Planning Group, LLC, April 29, 2020 BACK OF CURB 2-FT contours are imported from Virginia LiDAR data, Virginia Geographic Information Network, 2016 CG-12 TRUNCATED DOME Additional Field Topography by Foresight Surveying, PC, Charlottesville, VA SIDEWALK Additional data is downloaded from Albemarle County GIS BIKE PARKING BENCHMARK HANDICAP ACCESSIBLE AISLE No benchmark was provided with the physical surveys referenced above. HANDICAP PARKING MATERIAL FLOODZONE CONCRETE According to the FEMA Flood Insurance Rate Map, effective February 04, <R RIPRAP 2005(Community Panel 51003CO280D) no portion of this property lies within the 7 ASPHALT floodplain. EC-2 MATTING RESERVOIR WATERSHED EC-3 MATTING This site is not within a public water supply watershed. WETLAND - v - - TREELINE DAM BREAK INUNDATION ZONE x x x x FENCE The parcel is not within the State Dam Break Inundation Zone and is not within the Federal Dam Break Inundation Zone UTILITY -0 o- UTILITY POLE WATER & SANITARY SERVICES m m GUY WIRE Site is served by Albemarle County Service Authority. -onuonu - -onu-onu- OVERHEAD UTILITY GENERAL CONSTRUCTION NOTES -ucu-ucu- -ucu-ucu- UNDERGROUND UTILITY 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be 0 STORM obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of STORM MANHOLE the permit.Where any discrepancies occur the requirements of the permit shall govern. q q DROP INLET 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. STORM SEWER 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. ROOF DRAIN 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. SANITARY 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to 0� SANITARY MANHOLE 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 SANITARY SEWER MAIN deemed necessary in order to stabilize a drainage channel. s s s s 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. SANITARY SEWER LATERAL 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. WATER 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR W W W W WATER LINE Part 1926). O O WATER METER GENERAL WATER & SEWER NOTES 0 o WATER METER VAULT 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for t FIRE HYDRANT notifying the proper service authority officials at the start of the work. A FIRE DEPARTMENT CONNECTION 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 GAS necessary. - GAS cos- GAS LINE 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. EASEMENTS 4. Datum for all elevations shown in National Geodetic Survey. CONSTRUCTION 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. - - GRADING This includes all fire hydrant lines, service laterals and water lines, etc. ACCESS 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. SIGHT DISTANCE 9. Trees are not permitted in the ACSA easement. UTILITY 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). - - - - - STORMWATER FACILITY MAINTENANCE 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. - - - STORMWATER ACCESS 12. Backflow prevention is required for all connections to the water main. DRAINAGE SANITARY WATERLINE - - GASLINE 1805 AVON STREET EXT BUILDING HEIGHTS Maximum Allowable: 40' Proposed Height: 40' Maximum Stories Allowed: 3 (above grade) EXISTING USE single family residential structures exist on the property. PROPOSED USE 85 Multi -Family Units = 3.627 acres = 23.4 DUA LAND USE SCHEDULE EXISTING Area % Building 9,794 SF 6.2 % Pavement 15,858 SF 10.0% Sidewalk 0 SF 0.0% Impervious Area 132,340 SF 83.8% Total= 157,992 SF (3.627 ac.) PROPOSED Area % Building 32,560 SF 20.6% Pavement 48,675 SF 30.8% Sidewalk 11,892 SF 7.5% Open space 64,865 SF 41.1 % Total= 157,992 SF (3.627 ac.) OPEN SPACE Open Space Required (25%) = 39,498 SF Open Space Provided (26%) = 41,100 SF PARKING SCHEDULE 85 multifamily units: 21 two -bedroom units @ 2 spaces / unit = 42 spaces 64 one -bedroom units @ 1.5 spaces / unit = 96 spaces 138 spaces required 138 spaces provided ITE TRIP GENERATION Trip Generation Manual, 10th Edition AM PM Daily Use Description ITE QTY in out Total in out Total Total Low -Family Housing (Mid -Rise) 220 41 4 16 20 17 10 27 269 Multi -Family Housing (Mid -Rise) 221 44 4 12 16 11 8 19 238 Trip Generation reflects AM and PM peak hour traffic. 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. 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. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. County File Number Pending TAX MAP 90, PARCELS 35D and 35H ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1°=1000' Stoney Cr eek pr Map provided by Google.com 742 h 0 J k SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 GENERAL DEVELOPMENT PLAN C4-A DEMOLITION PLAN - WEST C4-B DEMOLITION PLAN - EAST C5-A SITE LAYOUT PLAN - WEST C5-B SITE LAYOUT PLAN - EAST C6-A GRADING & DRAINAGE PLAN - WEST C6-113 GRADING & DRAINAGE PLAN - EAST C7-A UTILITY PLAN - WEST C7-B UTILITY PLAN - EAST C8-A LANDSCAPE PLAN - WEST 108-113 LANDSCAPE PLAN - EAST APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date M/11 CreeK Or SITE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227,5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ALTH O L U 45NSTIWHIMP a 183 0* w� `ySIONAL E� INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. SITE PLAN 20.059 C1 I ' \ 1 1 1 1 \I I I I I 1 1 I I \ 1 1 i I 1 \ I 91A 57 I91A TMP 91A591 TMP 1 V I91A-60 \ I I ---------- T 1 I 1 1 1 __— 12' ACCESS EASEMENT 1 1 DB 359 PG 474 oI I 1 II 1 I I it1 'I 1 TMP 90-35G 1 TMP 90-35A 1 ZIMMERMAN, RANDOLPH B JR OR LISA T MOSS, JERRY W OR LAURA J ZONE: R-1 RESIDENTIAL I I ZONE: R-1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL II 1 0.25 AC I 1 0.90 AC 1 INTERIOR LANDSCAPING q 1 I 1 BY OMEN, w A� w � v w �Rq Cn z� o ¢ DEDICATION (PROPOSED) 1 1 I 1 I 1 I 1 I OPEN SPACE AREA 4.500 SF CPEN SPACE AREA 2.900 ST I I I I I I 1 I I 1 1 I I TMP I TMP I TMP I 1 TMP 91 A-61 1 91A-62 191A-63 I I TMP I TMP I TMP 1 91 A-64 I 91 A-65 1 91 A-66 1 91 A-67 1 1 1 I S54'15'18"E PARKING LOT LANDSCAPING PER SECTOR 32A 9 OF ZONING ORDINANCE E MCA SF PARKING LOT LANDSCAPING PER SEOTICN 33 7.9 OF ZONING ORDINANCE I I I _ 1 I I I I I I I I I 1 I I 91 PV�68 91 AM75 I91A-P76I91A-P77I TMP I TMP TMP TMP TMP TMP TMP 1 TMP TMP 1 1 ; 191A-78 191A-79 191A-80 91A-81 191A-82 91A-83 191A-84 191A-85 91A 86 I 579 42 IF I I OPEN SPACE AREA 16.300 SF TMP 90-35H PARKING ER SECTIOO,327SOALIN9 MOSS, JAMES R of ZONING GRDINANG ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) I CURRENT USE: RESIDENTIAL - MOBILE 1.25 AC 1 I _ I I I TMP 1 I 91A1-1 1 I I `MP�_--__—_-- 91A -OB I 1 I fM° I I91A1-2 E TMP 1 91A1-3 L I TMP m§ i 91A1-4 N I INTERIOR LANDPOAPING BYOKNER MER — w TMF EXISTING BOUND RY LINE - — — — — — — — — — — — — — z — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z"�OR (TO BE /ACA ED) LANDSCAPING TMP 91AC'-A BYOMERLANDSCAPING/ER I AVI,NITY ESTATES I_LC TMP ZONPRE 91A1-6 USE UNASSIGNED 1 a I C17AC TIME 90-35D VICTORIAN PROPERTIES II, LLC— PANJEgNINO:ANGGDA,RCANNED RESIDENTIAL DEVELOPMENT (PRD) TMP DF`O ON '}USE: SINGLE FAMILY RESIDENTIAL I` 2.38 AC PARKING R ECTLANON° 3.G 91A1-7 PER SECTRD 3A CE OF 20NING ORDINANCE I I OPEN SPACE TMP 91A1-8 OPEN SPACE AREA ROO SF TMP I 1 TMP 90-35B SOUTHSIDE CHURCH OF GOD ZONE: R-1 RESIDENTIAL I----__---_ USE: SEMI-PUBLIC 3.93 AC TMP 91A1-10 1 1 I 1 TMP I I 91A1-11 I 1 TMP 91A1-12 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �tip,LTH op O� Ss NSTI moo. 183 a fue �C. 45183 G� SIONAL E� INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. -1 1 EXISTING CONDITIONS NEI Scale: 1 "_ 0 30 60 .O C2 1 1 _- I I I 1 TMP 91A-57 191 AM58 191A P 19 1TMPA 60 I TMP I TMP I TMP I TMP I THE I 1 I I 1 1 I 1 I 1 I TMP I TMP I IMP I TMP I TMP I TMP ' 1 I 1 1 1 91A-61 I 91A-62 1 91A-63 I 9L4-F,4 I o1q_gt I , 9 191A-66 , 91A-67 , 91A-68 91A-75 alA-76 91A-77 TMP TMP I 1 1 1 1 I , ; 1 y i , 91A-78 191A-79 I 91A r80 I 911A P81 I 91A 82 197 ATMP M 83 191A-84 I 91 AP TMP I � 85 91A 86 I I � I —_--_ - _1-_�Y= �, __�«- _ I I 1 I i I I --------- _ 1 I -______ + -1 Ll LILI Lll_�Lj LILI Ll L� yy— yy— _rr rr --r y — --r r _T d 1 I 1 I 1 1 I 1 1 I � 1 — - 1 1 — I 1 1 I 1 1 TMP 90-35B SOUTHSIDE CHURCH OF GOD ZONE: R-1 RESIDENTIAL USE: SEMI-PUBLIC 3.93 AC I I _I TMP I I 91A1-1 1 I I TMP L 91A-OB I I 1 I I TMP I 91 Ai-2 TMP + I 91A1-3 TMP 91A1-4 _2 TMP 11 91A1-5 + - TMP 91A1-A r- MP AVINITY ESTATES LLL TMP I ZONE LED 91 USE: UNASSIGNED 0.17 AC TMP 91A1-7 1 I TMP 1 91A1-8 I I � TMP -_—__— I , 91AI-9 I I TMP 91A1-10 I I I I I I TMP II 91A,-11 I TMP 91 Al-12 I 1 TMP 91 Al-13 II I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O L NSTI�o. HIMP a LA 45183 SIGNAL INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 GENERAL DEVELOPMENT PLAN :• 120 C3 -A TMP I TMP \ L TM TMP ) -� -----_ � \ 91A-57 91A-58 TMP Tt�iP � - 1 91A59 I 91A-60 91A-61 / \ TMP I = _ _ _ _ / - - - - - - 91A- -63 91A-64 _ � I � \ 91A \ TMP / TMP I _ _ _ _ 91A 65 AS CASGAS (GAS GAS GAS -GAS -GAS -GAS -GAS GAS -GAS -GAS / GAS -GAS -GAS -GAS GAS GAS `-- \ I / -CAS -GAS GAS GASAS GAS GAS - GAS - GAS - GAS -} GAS GAS -GAS \ - I I - - \ GAS _ G S _ GAS Qm IL ces-�c \ EXISTING GRAVEL DRIVE 0 REMAIN) \ 850 GAS _cAs-ycAs— T-GAS_�_ _ �— T �- E N� EXISTING SAN. LINE (TER) cAs �O /-----—--- \------------- ) 12 ACCESS EASE—M-Eflf�` (�S -'\ \ OPIF 'SPACE AREA --,DB 359 PG 474 v� A D SF PARKING LOT LANCSCAPING \ ) 3 approx. I I PER SECTION 32.�.9 location of I / I / I / _ I ( / existing DI-3 / / I / I / / r n\ \ OF ZgNING ORDINIANCE 71------ \\ o \\ \ L - - -- , I vv I v vv 1 rev -� I I ------- ELL I '/ I/ TMP 90-35A ` / I \ I \ I (��A) v~i'1\vi\ \\ TMP 90 35G x \ / \ C�zi w \ ZIMM RMAN, RANDOLP� 8 JR OR LISA T / ( MOSS, JERRY W OR LAURA J \ \ I \ I I X \ I 1 31w \ \ ( I \ I I I ZONE: R-1 RtSIDENTIAL I I ZONE: R-1 RESIDENTIAL \ I \ I I ) 1 1 w1w \ \ \ 4 / /USE: SINGLE FAM�Y RESIDENTIAL - USE: SINGLE FAMILY RESIDENTIAL 1 FRAME I J1J \ \ O 0.25 AC / - - J INTERIOR LANDSCAPING O) 0.90 AC / I / / BY OWNER G(� \ \ I \ I \ KCT1 (TBR) / 0 / q �c� I // // // J V I 1 I A �o \ e \ I 1 I 1 f x \ - -/-- I " LI i —1—�-- / w � � II II I // / S.� 54Z96—E_ 426.50 _— _ \ \ J g o' / I I I _ I / / / ( �X _X —X —X —X X X —X —X X CHAINLINK FENCE-� X —X �DY�Etd-sP�AC�..,.cr+X �X ) ` -? 1 \ / o / ' �X —X �X X —X �X —X —�( —X ,—X X 1X (TBR) 2,900 SF X �X X —X X —X /X/ �X —X\ 1 I/+ I I A 10 SIDE SETBACK �- WOOD FENCE (TBR) — 1 B NNL R LANDSCAPING FRAME1,1' \ ��----I-�� (TBR) /< EM __ - 1 / /� \\I(TBR)K\ it �_�- ------------- \ OVERHEAD UTILITYI LINE (TBR) \ 1 / r I /1 STORY FRAME _-J_,. POOL ` I ` 1 #laos i (TBR) I A— A I ° 1 - \ ) \ (TBR j 1 ° 6 9 I I I GRAVEL i ,;• '•e•.;•,';' � / 1 ST RY MEDAL BUILDING BOLLARDS I Av A v\ \V —_----- "�/ --1 (TBI2) I (TBR) • 'e e I PARKING JOT LANCSCAP G I I P(TBR) 1 -� I 1 // GRAVEL PARKIN(, PE�t SECTIO� 32. .9 \ I I STREET TREES AND a •1----------------J OF ZQN ING�RDINA E \ I I O \ ) 1 / I I I II J SEC D , P �� - / GRA\El pR \ � - — - (TBR) / I ` \ ( 1 ' I \ �V� I GRAVEL PARKING / 40 ) \ / 1 / �\ �E ICAI (PROPOSED) ,� / �,, / �(TBR) I / \ °/ 1 I 11 II o — 4'r---J approx. I� location of / / / aw% — — — - _ _ _ _ _ _/ _ OPEN SPA ARE ASF \ / SF existing DI-3 1 1 I I I I �O4-SIDE SETBACK-� \ I I I I ( OPE SPACE AREA j'- max,- - - — - - - — _ - _ - - - - 1946.24 I 6'x16' I 4,500 SF / \ - 1 -_-I_ N57-3�8-W �� Q 1 FRAME SHED UP ° \ O - - - (TBRVERIFY I I / 1 / OWNERSHIP OF TAN (TBR) uq� �W \ I L--J ) TMP 90-358 ( / 1 STRUCTURE)- - 3 I I ( ( SOUTHSIDE CHURCH F GOD I , I l ( I I 0 I I 1 1 O / / V / ZONE R-1 RESIDE TIAL / \ I I \ I I�„p,_ V / USUSE:SEMI-PUB4 I I / _ I / 3.93 AC I 1 � \ SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O L o J�0 U H TC MMP a �lfo 45183 SIGNAL INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 DEMOLITION PLAN - WEST C4mA ti TMP / 91A1-1 / --- \ L----- �------ TMP63 91A-6\�4V9 \ TMP vV \ v/`-1I I\ 1 ��—\— `�— _\J \ / \ \�• v� —\'�'• .�'f. /: ,\A / •� ••,.,`�I : ;—\ •—•\.'.� —; ` To\M—P\ I•I vI •;,-• ,--,._•._•—._•',,,�...—,. .IjI.II I •\ J. TMP /\A r\ \ _\ � �P h91A-65 s1A- A-67 I 50 AP r7�FMB91A-75 �560- �� TK O 9A��ae _XL I —\91A-82 stns3 s assts -- M o W—,�__cis 91AMoeI P TMP Ts\91A-fib TMP TMP )\ � 91\A c¢a LII I j / 1 M/—A / /PEXISTIG SAN. LINE TBR grA1J/ GAS 2 IF / w / BLOCK WALL (TBR) (TBGRAVEL— j � AR�A —)' — — — ) OSR MAIN) ROAD (TBR) w, 16,30 SF /- MANAGED ASLOPES ASPARKING LOT LANCSCAPING BLOCK WALL (TBR)PER SECTION 32.i� LBM� EOF ZgNING ORDINNCE I CARPORT COUNTY GIS\TMSDMH\ DATA -31PARKINd LOT LANCSCAPING 4 (TBR) TER SECTION 32.7.9 () OFZONINGORDINANCE HP 133 1 STORY FRAM #179 )(TBRM2 STORY FRAME 91AP4 BUILDING (TBR)i HIP REMAIN) GRAVEL PARKING Sro ELL RY METAL o(T�A) (TBR) BUILDING INTERIOR ILANDSCAPING BY OWNER 1 h zlz m 11 EM FRAME AL__JSHED QQ EM L (TBR) s(TBR) E� TMP��/1A1�Q X—X g LANDSCAPING /— BY OWNER INTERIOR LANDscAPw� BY OWN R / GR>T N (TBR) L----------JMANAGEDARKING LOfiLANCSCAPING P�S APER S TION 32.7.9 bApO rzoNORDINANCE wa 09 /of A�ENARLEI PARKING LOT LANCSCAPING YCol �ISI PER EbN32. .9 — TMP DAT OF ZONING S GRAVEL ARKING (TBR) OPrN SPACE AREA / TMP (TBR -VERIFY OWNERSHIP OF STRUCTURE) v 91A1-8 OPEN SPACE' ARA�9eSF �— B'xi8' � �o /— OWNERSHIP OF STRUCTURE,)—j\ VERIFY 7�_/ tH7 / / — / / — , — / /-- TMP / �— -- / r - — — — — — 7- SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM [>,LTH O L U NSTI�o. HIMP a L,,w 45183 SIGNAL INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 DEMOLITION PLAN - EAST C4mB i I 3 I 3 I I I 3 I 3 3 I 3 I 3 I 3 I 3 I I I I 3 I 3 I 3 I 3 I I 3 I I 3 I I 3 I 3 I 3 I 3 I a I I I I \ I II I I —jt _J TMP I TMPTMP TIME 91A-57 91A-58 I 91A-59 I 91A-60t91A-'61 TMP }91A-62 -- —----_ -- _j-- ---— X X I — — — — — — — — — — — — — — — — — _c 1 I I I I I I I I I I I I II II � I I I x — — - x I I I II II I II I II xI J TMP 90-350 x ZIMMERMAN, RANDOLPH B JR OR LISA T I ZONE: R-1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL 0.25 AC II • b. I € I I I _ I o I I I I 0 I II I i I 31.3' J 5 par llel spaces @ 29 FT C-C road width retaining wall I I I I 1 I 1 I I I L---------------- I 1 I potential future inter -parcel connection J 5 pirallel spaces @19'x2O' — — — — — — — — — — — TMP 90-35A MOSS, JERRY W OR LAURA J ZONE: R-1 RESIDENTIAL USE: SINGLE FAMILY RESIDENTIAL O.90 AS 2 spaces 2 spaces 2 spaces 2 spaces 2 spaces 2 spaces 2 spaces 2 spaces 2 spaces 2 spaces @ 9'x18' @ 9'x18, @ 9'x18, @ 9'x18' @ 9'x18' @ 9'x18' @ 9'x18, @ 9'x18' @ 9'x18' @ 9'x18' + 1 garage + 1 garage + 1 garage + 1 garage + 1 garage + 1 garage + 1 garage + 1 garage + 1 garage + 1 garage space space space space space space space space space space 10' SID 0 O a UNIT 11 UNIT 13 over over UNIT 14 24.0' UNIT 12 retaining wall S= 0 _ UNIT 15 ` UNIT 19 over j!e UNIT 17 over UNIT 16 over UNIT 20 UNIT 18 S= 0 0 7 spaces @ 9'x18' r _ _ II II II II II .� m TMP 90-358 SOUTHSIDE CHURCH OF GOD ZONE: R-1 RESIDENTIAL USE: SEMI-PUBLIC 3.93 AC III II II II I I II II II � II II I I I j I I I I I I I I I I I I I II II II L------I -----J-- — — —JIL — TIME 91A-63 I TMP I TMP I 91A-64 91A-65 X— X I I I s0.0' I "s u s I � T J) 10 spaces 3 �@ 9'x18,03 I 7 I N I I I CIF 20 FT C-C road width s o MF BLDG A 0 14 UNITS 4065 SF / FLOOR ewalk N O SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH O L v NSTI i 0 Fump a lio 45183 o 4� 16SSIONAL V INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 SITE LAYOUT PLAN - WEST 20 0 0 40 ._ C5mA I J / ---------� --- —1L_ —------4-------I I---- _ I L —— TIVP TMP 63 91A-64 91A 65 TMP TMP TMP-------————--------JI I — --- --- ----_ 91A-66 91A-67 91A-68 TMP TMP I I I I — — — — — — _ _ — — J bollards to be installed x �X 91A-75 91A-76 eTMP 91AM78 TMP I TMP I TMP I I I I at connection to Avinity _1A-77 91A-79 91A-80 91A-81 ivIP I TMP I TMP TMP road network 77X 31A-82 91A-83 91A-84 91A-85 TMP _ TMP I 91A-86 91A-OB I 0' SIDE SETBACK O I N 12.0' I . N i 6dI I `q UNIT 33 O .0' / of n over 2 .3' 2 spaces , .v' @ p9'x18, UNIT 34 ., �. 52.0' I below � 40.0'� m: upper unit Ir e y pl NIT 10 spaces 3 I I 10 spaces BIO-RETENTIAN _ 1 it UNIT 35 $•.- @ spaces z18' ` -U over 3l 1 9'cesxl I p AREA 30.3' spaces III over .,• .. + 1 garage III UNIT 32 'o` I ® 9x18 `°. PLAYGROUND 2800 SF 0 9'x18' III UNIT 36 `� �_ space III " AREA below 'I • "• MF BLDG C 4000 SF u per unit ill r_ q 14 UNITS r- 4065 SF FLOOR ' MF BLDG D o ii 0 I � (EXISTING) - n r----- P a d 8 spaces " 'I N- ,o; 2 spaces y SUNITS @ p9'x18' N' ®1 garage UNole29 .� 1525 SF /FLOOR - ill c_____�II yV. 9 9 u • `I w 2 spaces it q, LO space II UNIT 30 <t n �_ y c- P n- u �.,9 9'x18' 'I UNIT 37 b :4. 11 -1 -1---- below III a to pper unit ill Uover NIT 38 I III a 2 spaces y m zlz n @ 9'x18' UNIT 27 _ _ d + 1 garage �' over 40.0' QL6,. space ii UNIT 28 RU alad.?- II P l�lllll I I O I ,.. . e. OO,•. 15.0' 20 FT C-C road width 74.0' MF BLDG A 14 UNITS 4065 SF / FLOOR new waterline k I 1 I T 3 •, a 3: 7 spaces N 7 spaces •ro,: @ 9'x18' I @ 9'x18' U o - 0' 6C� 0 retaining wall 'PICNIC SHELTER / 600 SF retaining wall ,crete •Srdgwatk ,� I �• .^\ 74.0' MF BLDG B 14 UNITS _0 4065 SF / FLOOR n '4) 6 spaces 7spaces �• 6 spaces @ 9'x18' @9'x18' o. @ 9'x18' fO 6' L potential future retaining wall inter -parcel connection 2 spaces d' @ 9'x18' + 1 garage space - 3 2 spaces ` @ 9'x18, + 1 garage space O U 3 pp' 0 " I •,�!• 2 spaces a E 4 @ 9'x18' + 1 garage a space 3 3 I� UNIT 25 over UNIT 26 UNIT 23 over UNIT 24 UNIT 21 over UNIT 22 18.2' 12.5' —---- I I -MP i I I II TMP 91A1-3 I I I TMP 91A1-4 I I I I I TMP 91A1-5 I ►_.I I I I I I TMP 91A1-6 I I I `,I P I I I I I I ^JP s11AI-- I II I I F, I rAENGINEERINLAND PLANNING - PROJECT MANAGEME 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH O L U RJSTIWHIMP a 45183 0 . "ZssIONAL "�� INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 SITE LAYOUT PLAN - EAST C5mB II 3 / I � I/ approx. 3 location of I/ existing DI-3 T TIME I TMP \ \ L -I ---- - � \ 91A-57 91A-58 TMP Tt�l'P � — _ 91TM I 91A-60 L 91A-61 91A-63 91A-64 � \ TMP / TMP91A-65 _______\_ 5 :AS CAS—GAS—CASGASGAS—G S—GAS—GAS—GAS GAS —GAS —GAS GAS —GAS —GAS —GAS GAS —GAS— CASGASGASGASAS—GAS GAS —GAS— \ �—\�� X X\ X \--y 0� \ GAS — GAS GA�— GAS — GAS q V 1 � � / — L � _ _ _ / � S•� \ \ GAS— 6 5 \ GAS \V I \ \ I \ 7� �4 I \�-+-_--- I L J / II TMP 9E� 50 / x/ \ I \ I ZIMMERMAN, RANDOLP B JR OR LISA T I I I // ZONE: R-1 RtSIDENTIAL MSE: SINGLE FAM�Y RESIDENTIAL C / 02� AC T.O.W.=588 I / / DI 3 co — — — — — — 750p� /� I I 9 •6 3 I i underground I _ \ / s ormwater j- system (proposed) elm 86' —r—C— � eGm -a-r es as' I�I II I� \ I I II II I I I t 1= II II`L II LL ===�1 \ — II II ( I�====JJ II j II I I J 'i.••. f====il I 1IL JJ LL==: \ I UNIT 3 UNIT 7 UN / over I UNIT ---- over I UNIT 9 L \ I over / / ovey over r UNIT 4 / UN, 6 UNIT 8 \ UNIT 10 U �•.�i I I( /UNIT 2 / II / approx. \ location of existing DI-3 �` I a GO /. i I I I I 80 82 84r jg6 88 90 / 92 I l II 000 I rn Ln I \ �0 I \ I \\ 1 I / 1 / TMP 90-358I 1 / SOUTHSIDE CHURCH F GOD ZONE: R-1 RESIDE TIAL I \ USE: SEMI-PUBUIP I \ 3.93 AC I I I I I I I I I I I 1 i I I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH O L U NSTI�o. HIMP a L,I 45183 SIGNAL INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 GRADING & DRAINAGE PLAN - WEST C&A � ti TMP / --- \ L----- �------ --- \ ---- _ 1_ I I \ _ _ _ \ 63 \ TMP TMP ` \\ \\ I-- \ �L.---- \I \ \ ---- 0.--_- \ \ \ 1 I I 4� �— " 4FAP ` - - \ - �" - \ - S I \ \ \CV 91A-64 TMP TMP \ \ - - - �_ - Q \ I \` 91A-6s \ 1A-67 \ �- -JUG g8 ` L _ \ I J \\ I -570 91A-`66�_ \ �__ \ - \ /IMP � �jMP--'\\ TMP _ `FMP-� - ��-\� SSO I \ \\I `\ �\ I ---�- -_�-I� `� \ \ \ 1 I I I\ I I I / I I I x _x `-- J `-- 9tA-7s 560— �s sA7i TMP TMP 1 \ \ - \ - - _ \._ -'� - i-91Q �� ` \ 9 = - 91A-7� �1A\80� \ --.gY-S7 - TMP \ I TMP I T�P TMP 1 / ) \ _ - \ CSC \ \ \ \ N \ - - 91A-83 TMP \\ --- \9\-82 \ \ 91A-8`4 91A-85 \ 91A-86 \ I �� TMP \ 0\ \\ \� / J / I ) I Imp \ I 74 I 6D1-3 \ 60 - I I - DI-3 UNIT 33\\ \ 3� -- MANAGED \ !, s rm\wdter UNIT 34 \, __st_ mwate 'SHOWN ON \ \ \ / over ttfa t / I it lil \ `\ i�tiny \ SLOPES AS 8. � I / LFE _ \ detentior ALBEMARtE\ \ \ npel / / v \ _ _ COUNTY GIS \ ( P sue) / I Ttif� / T I 544.0Q�= _ s stem Q \ CVJ�II I ro osed DATA�V j �A1-3 / / UNIT \31 f 1 / �10-RF� ENTIAN ) / / o / III UNIT 35 1 -��I er AfEEA / ,i / 0 / III over 36 II UN�32\ \ \ I o \ \ \ o a PLAYGROUND 1 LI I . 2806 SF / '/ I / I I 2.07 42ae ill UNIT 36 AEA I I I I I / / I / / / 22 LIFE '\ MF BLDG C _ / 43 n 544.00 \ \ 14 U�IIITS '. 400b SF I I I I ) I/ / / Ili 11 4065 SF ,i FLOOR II O 1 / I I / d / MF BLDG D ` II III ' / II' \ \ \ / TMP / \ ) / ,.. o n r----- 9 / o \ II UNIT 29 `D / o (EXISTING) I n u / II \ \ \ / / 91A1-4 / / o I \ \ I I L. 1525 SF / FLOOR a li over 5 UNITS o' I �I \ w \ / \ N \ to it ,U o it UNIT 30 \l \ 1 �I II , v \ \ / I / � 1 II (VERIFY FFE s) II . / n UNIT 37 ( 38 Ar0 / I J : II / wl¢ \ \ I I I I 1- I III UNIT 38 \ P \ \ ( I 'vD wIw \ \ / ��-- 56 A \ III LFE = 544.00 I S li m �Iz \ I / UNIT 27 �'t� aiQ / / I I 56 4 \ \\ \ _ \ ` t \„ - / I over of / 1� --�' UNIT 28 Lw I ; \I \/ /91 Al .. ., r . .. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O L o c v NSTI iSHIMP a lio 45183 0 . "ZSSIONAL li�mol INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 GRADING & DRAINAGE PLAN - EAST 0 40 ._ C6mB II 3 / I � Iapprox. 3 location of I/ existing DI-3 I I I I TMP I TMP \ L -I ---- I � `\ I TM TMP � -�-�_--__ \ 91A-57 LZ 58 TMP To � - _ 91A59 I 91A-60 91A-61 / \ TMP / \ 91A- -63 91A 64 � \ 91A \ TMP TMP � _ I \ 91A-65 ;AS-57 YGAS GAS /CAS GAS GAS — GAS — GAS —GAS — GAS GAS GAS GAS / GAS — GAS — GAS GAS / GAS — GAS — CAS GAS GAS GAS y,AS GAS '— GAS —� �— — �— — X X X O \ \ GAS —GAS ` GAS—�GAS�cec�.� —V y _ _ _ _ - .. ' / \ I �0 I II I II \ I V I ------ X TMP 90-3581 I / SOUTHSIDE CHURCH F GOD ZONE: R-1 RESIDE TIAL \ / USE: SEMI-PU84 3.93 AC I I I I / I -- 72 -------- SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH O L U HT.qTThkVMMP a �lfo 45183 SIGNAL INITIAL SITE DEVELOPMENT PLAN 1805 AVON STREET ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.02 REVISION: FILE NO. 20.059 UTILITY PLAN - WEST Sccle: 1 "= 0 20 40 IN C7mA ti TMP / 91A1-1 / --- \ L----- �------ --- ---- _ 1_ 63 \ MP MP ` \� I------ \I \ \ ---- O•--_— \ \ — \ I I I h �- 91A-64CV TMP TMP \ \ — — — �_ — Q \ I \` 40 91A-65 \ 1A-67 �- --91A- 8 L _ \ \\ I -570 91A-`66\_ \ �__ — /IMP �jMP--'\TMP _ `FMP-� —�—\� SSO I \ \\I `\ 91A-75 560— s ems s A 7i T^^� TMP 1 \ X` X ` ^ J _ \ \ — \ '\ 91A--7$ — 91A-7� �11�80\ .gY_St TMP \ I TMP l I T�P / I "._. \ \ \ 74 -" _X — \91A-82 91A-83 91A-84 TMP \ TMPP� \ I i' t-r� \ \\ \ Lv —---� \ \ \_ \ \ 91A-85 \ 91A-86 \ TMP \ O \ O J / —�\ sag�AMP2 / I I I so \ :` 1 II l I \ :sonic eAstin over "manhole UNIT 34 \ 94�A1-3 / \ \ I I \ �I �I/ //��' 16 I� UNIT \3i \ I ( 10-RF�TENTIAN ) / / n UNIT 35 : -� ��i f \ AfEEA / ii / / / 1 /' i�ii over 1 g6 it UN 32\ \ \ I \ \ \ PLAROUND 2806) SF 11/1 n UNIT 36 \ // I \ I MF BLDG C N 400b SF\\ \ \ 14 UNITS � � 1 I I I I I I/ , / i MF BLDG D n _____ �' _ � I •� 1 'i \\ \� � A \ i ' / / � TMP \ I \ 4065 SF �' FLOOR / I I i / / / 0 I \ (EXISTING) / ° \,h \ \ \ / 191A1-4/ / 5 UNITSjkmd� UNIT 29 \ \ \ \ I 1525 SF / FLOOR n L___-- y s -- — over \ \ / \ \ m o I I 11 II ,U UNIT 30 ----_ I Y I wl¢ \ \ I I / I \ / / over UNIT 37\ 38 r�O, // �� I �Iw \ \ I / ( �,'\ \\ \ v\ I UNIT 38 v I— �. 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