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HomeMy WebLinkAboutARB202000074 Plan - Submittal (First) 2020-06-23ttr� MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal revised for Submittal #3 dated 06.22.2020 (of original November 25, 2019) L.w E- Ef Ivy Creek 1475 Foundation 1 ci37G 53.1 `y T443 .1 2110 Rio Commonwealth t~b31 �fi d I OGI ` 1L703 �'•� hf,aY Barracks BrP - 0 ?U3 3ui'se r�,.. Wiid+wood � . u� B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com Pen Park 1445 5-i Site Location on Map This project involves the removal of the front portion (2/3 of the entire building) of the old Better Living Furniture Store at 2060 Seminole Trail, Charlottesville, Virginia. The scope of this work includes reducing the size of the front building, re -finishing the side elevation wall currently seen from from the Entrance Corridor as well as refinishing the newly exposed existing wall serving as the building's new front facade. Located on Route 29, the old furniture store is currently an unoccupied, somewhat neglected structure. The building appears dated and `out of place' as it is surrounded by a number of new and renovated projects designed to address ARB's Guidelines. Further, designed as a showroom, the existing building in its entirety is too deep to serve a useful function for the current landowner. While not completely demolishing the old building, we see this subtraction from the building as an amenity in the Entrance Corridor. It replaces the demolished portion with attractive landscaping - you will note the before and after rendering in the following pages. In addition, this building revision provides a more useful facitlity that also better aligns with the new Ford Dealership next door - both in its materiality and its front facade location. The newly exposed front of the building will be similar to the design and scale of the adjacent newly built Malloy Ford. PROJECT NARRATIVE MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 Looking South on Route 29 Front Perspective B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com Looking South on Route 29 - Entry Looking North on Route 29 EXISTING SITE PHOTOS MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 EXISITNG WALL AND REMAINING EXISITNG OPENING TO REMAIN XISTING TO REMAIN 00 0 I EXISTING TO REMAIN B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com EXISITNG WALL AND REMAINING EXISITNG OPENINGS TO BE DEMOLISHED EXT. CANOPY TO BE DEMOLISHED EXT. CONCRETE PAD �TO BE DEMOLISHED I � I i 11 I II I ROOFTOP MECHANICAL EQUIPMENT TO BE DEMOLISHED I ALL INTERIOR WALLS TO BE DEMOLISHED F-1 II I IF 11 I� F I I� 11 IL I I I Ib, 1 -----------====L =� I 250' - 6" IIF 7F F —1 LJ II 1II I I I I� l I I FRONT BUILDING TO BE DEMOLISHED I I. I � I I I I II I I I I I I -------------------- FRONT BLDG TO BE DEMOLISHED Scale: 3/64" = 1 '-0" DEMO PLAN MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 00 0 IED B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED Scale: 3/64" = 1 '-0" PROPOSED FLOOR PLAN MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971 ' 7160 www.brw-architects.com EXISTING SITE PHOTO LOOKING NORTH EAST FROM RT. 250 INTERSECTION MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 11 1 1 A 1 d�.,A >, R`� �r4`i �a✓. �1 � � '' pril��a 1 4i� f�+tll'� 1 ..�,g'y � �1 FBa i ���qq��+�� 1�"�� �a�� y"��`,�s ri �� �z;, v'� ,�ar�' , . i Y �1 lv'.' 1... � �'�, a'. 1 ��..l Y♦y,>;r�f+:; 7 , a eta . .;titL�y x, nG'•t. 1..� 4�u�. k�uL. !r x..T�. I,1�.1�.1AV, i ,{ai t o.4"'. 1 I�Sl� 1,�.,����, kla,.l'�d B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com * Rendered landscape are representated - see site plan for specifics species ENTRANCE VIEW ON NORTH RT.29 MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971 ' 7160 www.brw-architects.com EXISTING SITE PHOTO LOOKING NORTH EAST FROM RT. 250 INTERSECTION MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com * Rendered landscape are representated - see site plan for specifics species ENTRANCE VIEW ON SOUTH RT.29 MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 Y b e1%'t �Ar x-nEll, Ir f SE ` rtt y `s fl Y .—ff NZ - 1 - - 0101A1l[! 101111:02,107JANAWW B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com * Rendered landscape are representated - see site plan for specifics species NORTH EAST CORNER PERSPECTIVE MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com * Rendered landscape are representated - see site plan for specifics species AERIAL VIEW NW MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com * Rendered landscape are representated - see site plan for specific species AERIAL VIEW SW MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 EXISTING DOOR TO BE REPAINTED GREY TO MATCH B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com EXISTING WALL TO BE REPAINTED GREY - TO MATCH NEW FORD BUILDING EXISTING DOOR TO BE REPAINTED GREY TO MATCH VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED Scale: 3/32" = 1' - 0" FRONT ELEVATION - EAST FACADE MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 B R W A R C H I T E C T S 112 fourth street NE charlottesville virginia 22902 434.971.7160 www.brw-architects.com EXISTING DOORS STUCCO TO REMAIN - TO REMAIN - REPAINT GREY COLOR TO PAINT GREYS MATCH NEW FORD BUILDING (EX) WINDOW TO REMAIN VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED Scale: 3/32" = 1 ' - 0" SIDE ELEVATION - NORTH FACADE MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE ARB Submittal REV June 22, 2020 Schewel Furniture Company Adjacent Land Proposed Front Facade ELEMENTS OF ENTRY CORRIDOR GUIDELINES B R W A R C H I T E C T S MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE 112 fourth street NE charlottesville virginia 22902 ARB Submittal 434.971.7160 www.brw-architects.com REV June 22, 2020 Malloy Ford Dealership Adjacent Land Jim Price Dealerships ELEMENTS OF ENTRY CORRIDOR GUIDELINES B R W A R C H I T E C T S MALLOY - REPURPOSING OLD BETTER LIVING FURNITURE STORE 112 fourth street NE charlottesville virginia 22902 ARB Submittal 434.971 ' 7160 www.brw-architects.com REV June 22, 2020 DOVER GRAY #1001-5 PPG Section A -A' Section B-B' Preserved Building FFE 468.50 Guest Travelway Parking 24' 18' 20 0 20 40 60 LFLFLF---L---F-- Graphic Scale: 1"=20' B' The conceptual section provided with this ARB submittal package was submitted as part of the concept plan for SP2019-11. Existing Better Living Building Existing parking lot and accessway 42' MALLOY FORD CONCEPTUAL SECTION Ezistlng s`a` 4.8'7'a Route 29 468 466 F sting Display parking Travelway Display parking Travelway Display Existing ;:8'" Route 29 54' 24' 38' 24' parking a k ng accessway Landscape recommended 24 by Entrance Corridor Guidelines L 468 466 TM 45-68A & 45-112B1 project: 19.057 SHIMP ENGINEERING, P.C. MAJOR SITE PLAN AMENDMENT LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ®® ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT NS NS NAIL SET TOPOGRAPHY INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 150 SPOT ELEVATION - mtc 11 JC1WR TOP OF CURB ELEVATION TOP OF WALL ELEVATION J 15W" 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 MATERIAL CONCRETE =� RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE GUY WIRE OHU OHU OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM O O STORM MANHOLE q q DROP INLET STORM SEWER RD ROOF DRAIN SANITARY O O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W - W WATER LINE O O WATER METER 0 WATER METER VAULT t FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS -As GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ii'lillilj •' Malloy Properties III LLC C/O Malloy Companies LLC 2070 Seminole Trail Charlottesville, Virginia 22901 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING EC - Entrance Corridor HC - Highway Commercial Managed Steep Slopes Overlay Area SP201900011 (awaiting approval) permitting vehicle storage and outdoor sales/storage/display use on the site MAGISTERIAL DISTRICT Rio SOURCE OF TITLE DB 4863 P 467-471 SETBACKS Front minimum: 10' Front maximum: None Side and rear minimum: Any primary structure shall be constructed and separated in accordance with the current edition of the Building Code. Side and rear maximum: None BUILDING HEIGHT Existing building height is 1-story, approximately 15 feet. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary is based on field survey by: Roger W. Ray & Assoc., Inc. Provided on 03/29/2016 Topographic survey with two foot (2') contours provided by: Bell Land Surveys Field Verified by Shimp Engineering staff March 4, 2020. BENCHMARK Datum for topography is NAVD 88 FLOODZONE These parcels do not lie within a FEMA flood zone as defined on FIRM map 51003CO279D, dated February 4, 2005. RESERVOIR WATERSHED This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jursidictional area for both water and sewer. No connections to the remaining warehouse are proposed at this time. FIRE MARSHAL'S NOTES 1. A knox box is required. Location is to be coordinated with the fire marshal's office. 2. ISO Needed Fire Flow = 1,125 gpm. DRAFT CONDITIONS PER SP201900011 1. Use of this site must be in general accord with the concept Ian "Special Use Permit Concept Plan SP201900011 Malloy Ford Concept Plan g p p P p Y p Sheet 4 of 7" last revised March 24, 2020, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with this plan, development and use of the site shall reflect the general size, arrangement and location of the vehicle display and storage areas. Permitted modifications may include those required by the ARB, those necessary to satisfy the conditions of this special use permit, and additional landscaping/screening approved by the Site Plan Agent. 2. Vehicles must be displayed or stored only in areas indicated for display or storage on the plan entitled "Special Use Permit Concept Plan SP201900011 Malloy Ford Concept Plan Sheet 4 of 7" last revised March 24, 2020 (the Concept Plan). 3. Vehicles for display must be parked in striped parking spaces. 4. Vehicles must not be elevated anywhere outside of a building on site. 5. Final site plan approval is subject to ARB approval of the lighting plan (submitted with the site plan). Maximum height of new pole lights (including bases and fixtures), must not exceed 20'. Maximum light levels must not exceed 22.8 footcandles at the ground in the display lot and 20 footcandles in all other locations. 6. Final site plan approval is subject to ARB approval of the landscape plan (submitted with the site plan). Landscaping shown on the plan may be required to be in excess of the minimum requirements of the ARB guidelines, Albemarle County Code 18-32.9, or both, to mitigate visual impacts of the proposed use, and must include, but not be limited to, the landscaping shown on the Malloy Ford Landscape Plan C1 of 1 revised March 24, 2020. 7. A boundary line adjustment to add the portion of 45-11261 on which parking is shown to parcel 45-68A must be approved prior to final site plan approval. MAJOR SITE PLAN AMENDMENT SUMMARY The purpose of this amendment is to demolish a portion of the existing building on TMP 45-68A and replace it with a parking lot area for vehicle storage and display. A portion of the parking lot area encroaches on existing TMP 45-11261; therefore a boundary line adjustment will be prepared prior to the approval of this amendment. The new boundary line will be offset six feet from the back of proposed curb. This amendment proposes more landscaped area than previous conditions, providing both visual and environmental benefits to the site. Due to the added landscaped area, stormwater runoff will be reduced such that no additional detention is required. Stormwater will be piped to an existing storm system on site at a lower flow rate than in predevelopment conditions, so as not to overwhelm the system. Nutrient credits will be purchased in the amount of 0.01 Ibs/yr to satisfy the remaining water quality treatment requirements. EXISTING USE Vacant Building PROPOSED USE Motor Vehicle Sales/Storage and Outdoor Sales/Storage/Display LAND USE SCHEDULE EXISTING Area % Building 39,216 SF 43.7% Pavement 36,111 SF 40.2% Sidewalk 0 SF 0% Open Space 14,407 SF 16.1 % Total= 89,734 SF (2.06 ac.) PROPOSED Area % Building 9,120 SF 10.2% Pavement 41,363 SF 46.1 % Sidewalk 0 SF 0% Open space 39,251 SF 43.7% Total= 89,734 SF (2.06 ac.) PARKING SCHEDULE Parking required: Motor vehicle sales - one space per 1,500 sq ft of display area Approximately 27,750 sq ft outdoor sales/storage/display area 27,750 sf/ 1500 sf= 18.5 19 customer spaces required Parking provided: 19 customer spaces, including 1 van accessible HC space 107 sales/storage/display spaces 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. 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. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09. 14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. ITE Trip Generation Use ITE Code Independent Variable (IV) AM PM In Out Total In Out Total Automobile Sales (New) 840 1000 Sq. Ft. GFA - 9 10 9 19 11 13 24 MALLOY FORD S D P2020-39 ; AMENDMENT TO SDP 1987-6 TAX MAP 45, PARCEL 68A TAX MAP 45, PARCEL 112131 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 °=1000' sam's club y Y srtW Labnratur es Umansky Hondha 9Happy Nulls Welrnarl Supen:erder a. © Speedway 9 subway R.Pstaurant5 tsQ ® Price Hyu n dai _ Jdm Prrce Chevrolet Y Q Hgh wh Slum ROUTE 29 Malloy lord of A ,� Char tesvtlle = aG' CharonesvlII e A SITE Ken Fanner 19 o n+��=+�e.�nd ACbermade SPCA T Art, Antiques Advisor, t`o- `„vein" AMF Keuler's Lanes r Ewr. v riurrki�n Lowe"s Hvme P% lrnprov menl 0 Aqr of Hun in Elementary School Kroger v Twrlcal Smwlhir, Cate ClnckdY l-A �F" SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 BOUNDARY LINE ADJUSTMENT C4 SITE PLAN C5 GRADING PLAN C6 UTILITY PLAN C7 LANDSCAPE PLAN C8 LIGHTING PLAN C9 SITE DETAILS & PROFILES 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 ^�4 IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM P O v . SHIMP Y Lic. .41183 �O ZONAL � MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 FILE NO. COVER 19.057 C1 — / OH OHU OHU OHU oHLJ / � / /\ , A \ O (�>< \ oyG v T:M 4 112A __ -- � v C�b � -IM A L L Y C F E )TIE III � v 498 MATTOIY COMPA�NIE �i�'`��`l, -- �� ___— — ___s 4863 G/4, 1 i� �,, �� -- s — o /P � S o \ \ I \ _ I ' n-7 — = �' 7 I PORTION OF BUILDING TO REMAIN I1`7 j l 490 1 z 488 vv / / L ww w / -- -- -- -- -- --?-W W!t, w -- / v48 T I'v1 4" t— C I_ 6, _ 1 v MALLOY PROPERTIES III C 0 F / M',A40 �� EEC-��EETIE III / C � v vv �-,� - -� MALLOY COMPANIES ��C 1� A E P �1 T A I �J I C'T b- �' --j Z -u I / �� v DC 4 m I DB 4 67 CD -7 I / o -Ti 0 Cn �JED I ZONED. 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SHIMP Y Lic. 4 183 �o ��SSIONAL ��� MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 FILE NO. 19.057 BOUNDARY LINE ADJUSTMENT EXHIBIT C3 _ o \ \ / OHU OHU 0 OH OHU OHU \ oti \G \ --------------- O,yG / / \ \ OHO / ONU 0"\) T.M 45-112A MALLOY PEOPERTIE n MALLOY COMPANIE DB 4863 HU x ZONED- Hr- c / I / EX. 9,120 SE BUILDING TO REMAIN AS VEHICLE SALES & / STORAGE ❑ o ❑ T.M 45-112B1 z MALLOY PROPERTIES III C/O o MALLOY COMPANIES EEC g �' A\ DB 4863 PG 471 ZONED: HC 1 OUTDOOR C-v CURRENT USE: VACANT SALES/STORAGE C� DISPLAY PARKING SPACE Cv O = MANAGED SLOPES` OUTDOOR SALE 20.0' El on O z_ n D 0 F— D FT1 ozn� FT1 n O D D (orT­Iz z z 11.7' ❑-❑ 18.0' `MUTCD R7-8 W/ R7-8a PLACARD 24T—INCLUDES 19 CUSTOMER PARKING SPACE 24 1 HC SPACE �1 .o DISPLA PARK NG a 1 0' 15.0' C 0 1 .0' 9.0' PAVED PARKING AREA 24.0' ONCRETE CONVEYANCE CHANNEL ® 0 TDOOR SALES STORA E/DIS LAY P RKING .0 19.0' 18. 0'-2 4. 0' 0 19.0' 9.0' 9.0, OUTDOOR SALES/STORAGE/DISPLAY PARKING 2' CURB CUTS IN EACH PARKING II JPUE o �A N -p 0 .0 CO CD 0 � c� Q° 2'x25' LOADING SPAC 00 f-7-7 z C6 L6 N r' T. M 45- 68C1 I MALLOY PROPERTIES III C/O MALLOY COMPANIES EEC DB 4863 PG 461 El ZONED: HC CURRENT USE: COMMERCIAL O 13 's- ON U E CONVEYANCE— — CHA IN L 2 4.0' 18.0' O — 9.0' 1 I—J 24.0' r-GRAVEL DIAPHRAGM — (TYP) '/ El V6.0,�--- IN g • • 20 40 •• GraphicScale:• SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O U SHIMP Y Lic. 4 183 Z2�14 w� 18O sIONAL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 cn Cf) - — — Cf) _ U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU HU OHU OHU OHU OHU OHU U HU OHU OHU OHU OHU OHU OHU OHU OH OHU OHU OHU OHU 0 OH OH HU OH- OH n,"i� 0 OHU__ OH OH 0, 9HkJ -7) OHU OHU OHU OHU OHU --�HW OH OHU�- 0 UU� ------------_------ _____ OHODU-- LHU —==—OHU oHU OHU_, ok 614 ° FILE N0. G 19.057 o U.S. ROUTE 29 ti (,n SITE PLAN 24' JOINT SEMINOLE TRAIL oyG uo ACCESS EASEMENT Nuo _ VARIABLE WIDTH R/W (D.B. 874-738 D on �O �_�j v m o -� 0 C4 0 ' tiG CO O U.S. ROUTE 29 1 1 U � � oy i SEMINOLE TRAIL • • 20 40 •• Graphic Scale: • SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM P o v . SHIMP Y Lic. 4 183 �o ��SSIONAL ��� MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 FILE NO. GRADING PLAN 19.057 `JVU I n1DUU1NU L/HIN�) \ U � VARIABLE WIDTH R/W U U �C5 U � — 02- OHU OHu / OHU oHU OH O i A \ 01-0 i \ rnz i / \ i < i vtiG �--VAEEO�( PR��ERTIE` III —s-- 5 -- — --- _ --- pN� �— — — — �i — `� 20 0 20 40 60 8 4g MAEEO/Y'COMHA�NIE D� C� �`ti� / — — — _ _ — — — - _ _ma's �� / S ---S \ I Graphic Scale: 1 "=20' o 4863 �HG�4 �0 Xs — S� v z o EO. ,H E �n — S 4- v v \-- I I �' �� �� A I ----_, — � 494 it — I I ° — I I 00 EX. 9,120 SE ,� I BUILDING TO l �I I r \ �l� ❑ REMAIN AS Q � � � _ � \ \ _ _ VEHICLE SALES & C' n� 0 F I I I I I I STORAGE FIE 468.50 — I i / V, / I ❑cl❑ ❑❑ w I° Cz A vv I —w vv v486, T.M 4B��1-2B1_—� i i I v MAEEOY PROPERTIES III C/0 /� / I X MAEEOY COMPANIES EE(� v ti I / DB 4863 PC 471 �+ I I \ \ ZONED: HC / moo �� 84 CURRENT- --J�E: rti�C_ANT o I �" O \ I N 00 r00 - \ MANAGED SLOPES— \ I CO CV 8El I I0 - 4 480 I T.M 45-68C1 j MAEEOY PROPERTIES III C/0 MAEEOY COMPANIES EEC DB 4863 PG 461 I ZONED: H C e / /I CURRENT USE: COMMERCIAL o \ I \ Io` I _ o A3 d O _ 4f _ A o �� . SHIlVIP 4 '� - --- co z� s v v — — Lic. 4 183 76 ----- _— -- -- / -- --- --- — -- --S-0VAL — — ---- CO-9- � 01 cj�D Zn DI- NE� tiop�S" 472----------------—; .� II D n — — �� — MAJOR SITE PLAN AMENDMENT 70 � � � \ \ \ \ \ I �- o DI-7 TQ� �IQ -- - \\ MALLOY FORD — — z RAVEL DIAPHRAGM \ o \ x \ — 68 (TYP) °' z °° ° \ -- 466 -- -----� o 0 0 � o � I � �\ \ 68 — - ALBEMARLE COUNTY, VIRGINIA -- - - -- - - ' `' �- 0) 1 \ \ Now \ \ _ - 2 co 0 C, SUBMISSION: 2020.04.20 < NII REVISION; < O II \ \ 2020.06.22 \ S S J S S �ZOD 6DiD A= ? \ 12" - S S S S s S S S S S �\ S S S S wo�� +Z W< ONO �/ _ -\�-- ---- CO °'ern= �< + II ox \ 0=0 \ 0)I — II HU `\OHOHOH OHU OHU OHU OH HU OHU OHU\ OHU OHU OHU HU/ OH15OHU OHU U OHOHOHOH UHHU0HU U—OkU—464—_ OHUFHU OH —_ _ OH_ U o _ O_ HU —oHdHU FILE N0. 00 < °yG 19.057 < ?zmoo o `c J — / U.S. ROUTE 2J �— x n \ UTILITY PLAN 6 i� 24' JOINT SEMINOLE TRAIL ::�E �I< m v' G o N ACCESS EASEMENT ' o o � mz > 6� LE WIDTH R/W �� VARIABD m �O o �' (D.B. 874-738) \ o / o r� <�O I m D 0 D �i m C6 ❑ �DI-3 ❑ A4 SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM LANDSCAPE SCHEDULE Plant Min. Total Planting Type Botanlcd Name Common Name Quantity Canopy Canopy Symbol Cal. Hei ht g SF A Large Shade Tree Ulmus americans American Elm (Princeton) 3.5" Cal. 7 397 2779 P 0 Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 8 370 2960 S Large Shade Tree Zelkova serrata 'Green 'Green Vase' Zelkova 2.5" Cal. 12 350 4200 Vase B Medium Deciduous Tree Carpinus betulus European Hornbeam 2.5" Cal. 4 177 708 CJ 0 Evergreen Tree Cryptomeria japonica 'Yoshino' Cryptomeria 4'-5' Ht. 4 123 492 Yoshino V Broadleaf Evergreen Magnolia virginiana Sweetbay Magnolia 6' Ht. 3 113 339 R � Ornamental Tree Cercis reniformis 'Oklahoma' Oklahoma Redbud 6-7' Ht. 5 124 620 P Deciduous Shrub Aesculus parviflora Bottlebrush Buckeye 30-36" 20 36 720 G 0 Evergreen Shrub Ilex glabra 'Densa' Densa Inkberry Holly 30-36" 38 23 874 PJM@ Evergreen Shrub Rhododendron 'PJM Elite' Rhododendron 30-36" 40 13 520 TOTAL CANOP 14212 SF SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. 04\ao\O 0 o / MULCH 2" DEEP IMMEDIATELY �a AFTER PLANTING AND WATER THOROUGHLY. Q PLANTING PIT. PREPARED SOIL SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANT NG DETA L C7 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR S 1-112" SQ. OAK ST) SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOO AND WATER THOF 4" COMPACTED El WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, F PLANTING SOIL AN REMOVE BURLAP TOP 1/3 OF ROOT UNDISTURBED SO 2 TREE PEANTNG DETAE C7 Not To Scale SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 1/2 BALL ' DIA. MIN. w LO O i� Z T. V 4 5x--412 AALLOY PR_QPERTIE/ _ 11 MALLQ,''COMPA'NIk�� 4863 A/ 4 '1 ZONED: I 1 i 1 I TES III c/O , \NIES LLC 0 471 I LIC rt/A-CA N T I QED SLOPES — —S F I (6) J 0 I U.S. ROUTE 29 24 JOINT SEMINOLE TRAIL ACCESS EASEMENT (SOUTHBOUND LANE) (D.B. 874-738) VARIABLE WIDTH R/W Al i Ul co io m n / pJ x N 7 o O I �( w(n S LANDSCAPE REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. --- SITE AREA 92708.5 x 10% = 9,271 SF CANOPY REQUIRED: 9,271 SF CANOPY PROVIDED: 14,212 SF STREET TREES (32.7.9.5): LARGE SHADE TREES (3.5" CAL.) 35' O.C. PARALLEL TO ROAD REQUIRED: ROUTE 29 — 247 LF/35 = 7 TREES PROVIDED: 7 LARGE SHADE TREES & 5 ORNAMENTAL TREES INTERSPERED ALONG THIS FRONTAGE INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 37803 SF x 5% = 1,890 SF 30 0 30 60 90 LANDSCAPE REQUIRED: 1,890 SF LANDSCAPE PROVIDED: 5,650 SF Graphic Scale: 1"=30' LARGE SHADE TREES (2.5" CAL.) 126 PARKING SPACES (126/10 = 13) REQUIRED: 13 LARGE SHADE TREES PROVIDED: 20 LARGE SHADE TREES SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 4. Visibility of all mechanical equipment from the entrance corridor shall be eliminated. w �I �I I�I!II III II I 'III IIII IIII � IIII III n � IIIhII p IIII I � p IIII o II,. IIII O U� U m IIII C U) I IIII C j� IIII z�co°��F CI IIII 01 U 1 M. j� IIII �m�� I. III Uo J0_>> !T _ F__ II III ON(co II III D 00 n III O I'� III z >F- � II III > >-D 0 SHIM ._ I• II III ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 1992 3.38 Source: Va. DSWC Plate 3.38-2 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM P O v . SHIMP Y Lic. 44183 LZ2� w� �O ��SSIONAL ��� MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 FILE NO. LANDSCAPE PLAN 19.057 I11 - 401 C7 LIGHTING NOTES: 1. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one—half foot—candle. 2. All new pole mounted luminaires shall be mounted at a max height 20' above the finished grade with the total height including the concrete base. 3. No fixture to be installed shall be aimed or positioned in an irregular manner. All lighting shall be directed straight down. 4. All new fixtures to have Dark Bronze finish. Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Light Loss Wattage Lamps Lamp Factor ❑ 8 Lithonia Lighting CSX1 LED 60C 1000 40K T4M CONTOUR SERIES LED AREA LUMINAIRE WITH LED 1 CSX1_LED_60C_1000_40K_T4M.ies Absolute 1 627 B 60 4000K LEDS OPERATED AT 1000i AND PRECISION MOLDED ACRYLIC TYPE IV LENS ❑ 3 Lithonia CSX1 LED 60C CONTOUR SERIES LED LED 1 CSX1_LED_60C_1000_40K_T3M.ies 22277 1 209 Lighting 1000 40K T3M AREA LUMINAIRE WITH 60 4000K LEDS D OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC TYPE III LENS STATISTICS: Average = 5.7 fc Maximum = 19.8 fc Minimum = 0.0 fc Max/Min = N/A Average/Min = N/A k •—(3� 0 •� k O .0 0 kkk 'k k'j�k O•k�kkCk p Q'Qk k lJk (r k,�aO'kO W 'k k kk Q k k 'k k k k k Jk 7 (Jk�k.k Q Q.<JkJk kk (,�•�Qk kIok kO (-•�O�� k kk , Q � k k kj k'Q , k k•� Qkkjk '-k ,k r(�k k5Cki � i` JOk •O ' k QkQk�k p(�6•O '3 (9 .>,k•k kk0k O'k� k k66k k k k k' kQ k kJ kQ'k �CIO k "Sk k❑kj � °k jk li Jk Ck T Q k >k kC> %P > %kIf'rQ O% > k k k CjIkP %tJk0O I' k% Qj k (—9C0kS k('J (� r 'Q ' > tk(k O> > k jOO k(� kQO •J � O>>'Q � '.kJk? kk t>S k •�k 6'' (S�I> !9 C.5,'s.Qk k% i Qkk k (9 k > k k CO k nk'OQ k -k/k � ,Okk kj k k k� - Q k �Q-i�s�(k�k ` (k ♦k k JIOk Q kCk Qk JkOk > OJ k k O k (C A 0 O OO kr �t kJ%k k k k k r'QkQ k Q kk•� Ok • kQ/kk •jk k�tQ OJ•�Qk •-.tk j O 0 S O S 0 k k ( I $/ s %\ kI k k� � k O ki Q k O Ik p O 0 Ar k (1 O Q S O 0 k ❑ k O O All CIDQ (El CID k k A- • '9 QQ (9 0X3 'Q kO to k ♦ 9 O (k kk k k O CIO Q j k do O O Q Q (9 CID t9 k A' k k k0 k C\0. FOOTCANDLE CONTOUR k S(C(9 O Q C�kCID (CID k Q (k C9 SID .CP k Co kk k T 0 C9 k A( CIDkQ � Q + , (speci(yfi n ish Catalog alog CD CSX1 LED Number k `U�O � � 0 k Q LED Area Luminaire k p CI7 Notes 9 OkQ k k C9 L d'CP TypeO 'Q k UP C9 40 j NIGHTTIME' 0 J k RJENDLVk fCID k k (20 A' O ' CID � Ar � do •130 k +' Capable LZ um inaire U\ k Al �k CP k ❑ °Q This item is an A+ capable lumin ai re,0 which h as b. e e CID (30 n k c9 Specifications designed and tested to provide consistent color dqO 3\ C0.7 fli appearance and system -level interoperability.k (°.o7m')O kLL CID A -k H A- �_L_ • All configurations of this luminaire meet the Acuity623-1/2 k L Brands' specification for chromatic consistency ( Length: k CID (59.7crt w This luminaire is A+ Certified when ordered with D T L°� J do, 6O ' Width: controls marked by a shaded background. DTL DLL O �) H equipped luminaires meet the A+ specification for O O '0 O � luminaire to hotocontrol intern erabilit 1k Height: (46.9rm) k (14.9rm) w to 6) This luminaire is art of an A+ Certified solution for k O Weight 37lbs k 0 k Cneskgl ROAM12 or XPointTM Wireless control networks,(max): CP providing out -of -the -box control compatibility with V' s O `j � simple commissioning, when ordered with drivers and A- 'O O CID 0 .0 control options marked by a shaded background' LID k •y�O CIk .Q O To learn more about A+,S 0 do k •0 k 3` S visit www.acuitybrands.com/aplus. dQ 'do 0 1. See ordering tree for details. CIDk 9 5l`r Qk (P 2. A+ Certified Solutions for ROAM require the order Ar CID kLo do of one ROAM per luminaire. Sold Separately: O 6) Al o � k k c9 Link to RmLink to DTL DLL .0 to O ° k � O k A+ Capable options indicatedk '�S k k UP by this color background. CP k 0 CA k CI 3 k k CID _k j .0 k EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD O O k CP kO 0 3( .0 k CSX1 LED 60C Q kS k k P ON j LO 0\ k 'Cfl Mounting O Q CID C9 k Q O Oj do L k k •0 k CSXLED 60C 60 700 100 mA 40K 4000 K T2M Type II MVOLTShipped included Shipped installed DDBXD Dark bronze O � LEDs k k Q co k 1000 1000mA 50K 5000 K T3M Type III 120 SPA Square pole PER NEMA twist -lock receptacle only (no controls) DBLXD Black O 9 9(� k P �O k (1 A) mounting O k O k T4M Type IV 208 DCR Dimmable and controllable via ROAM (no DNAXD Natural to SRPA e controls) aluminum kP TSM TypeV 240' k to6\do � Omounting DMG 0-10V dimming driver (no controls) DWHXD White VC9 9 TFTM Forward > tk 277' k♦ WBA Wall bracket HS House -side DDBTXD Textured CIP ) , k throw Q 6°k �(P 0) k 347 Shipped SeparatelySF Single fuse (120, 277, 347V)7 dark bronze vO Q 480 OF Double fuse (208, 240, 480V)DBLBXD TexturedS k (®k SPUMBA Square pole jQ 1black 0) k Ouniversal DS Dual switchingDNATXD Textured IUD mounting BL30 Bi-level switched dimming, nominal 309 O 'do O adaptornatural W k aluminum<RPUMBA Round pole O CA k O Q O ShiPPedseparately 3 Al � universal DWHGXD Textured mounting VG Vandal guard white O gS Bird-deterrant spikes Al OQ KMA8DDBXDU MastarmO Q 0 mountingJ O bracket adaptor OO 9k 0 O O k Ok Q OO Ok O O 'OkJ Q k O 0 k k lip, O O � k . O L/T/A One Lithonia Way Conyers, Georgia 30012 Phone: 800.279.8041 www.htmOA S k C❑ Ar 9O O AlOFA © 2012-2017 Acuity Brands Lighting, Inc. All rights reserved.k RIGHT OF WAY LINE OL/GHT/NG O Q O O OO O O Q k k k O O k <J k O k k O <J k O J k J k O O O k •� k k p O J O 0 p k k '�J O O J O J k ' k O 0 k • • 20 40 •• Graphic Scale: • SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM o� Y Grp Gam, O v . SHIMP a Lic. 4 183 SSIONAL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 FILE NO. LIGHTING PLAN 19.057 HI HL HJ � H4 47 0 0 N o Cq oco '�00 ~d-O CD+ mod- c6 + cON m 2 + 47 w o ROP. GRADE z o z (� z < w .= -. . ci 42.25LF - 15" HDPE 29.05LF - 15" @ 2.30% 00 HDPE '@ 2.31- �z o z �- o> > > z z z - z 11+00 STORM PPE PROELE Al-A4 C9 HORZ: 1 "=20' VERT: 1 "=10' 5 PAVEMENT DETA L C9 NOT TO SCALE 7 - J t 2 4.875' 5' RESERVED_ 4.25 1 425 11 PARKING.2C I � 1 I ]3 d.. 6 T 3.875 � 3.8P5 ' 'L5 st#* 75 2.5 012 137-8 NO PARKING LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND -WRITE (RETROREFL) 'Reduce spacing 5ffo, **Bee page 6-31. "**See page 6-2 for arrow design. 2" SM-9.5A SUPERPAVE 6" VDOT #21 A BASE STONE COMPACTED SUBCRADE 475 470 465 460 11 ++5055 L u 1 fAL ,1 j N F I) �ACCESSIB,LE 1 F A R7-88 C VAHACLfE VAN ACCESSIBLE R7-eb VAN ACCESSABLE PARI(INGAPPLIC 710H DRECTIONALAPPLCATION COLDR& LEGEND -GREEN (REHMEFLECTNIE)ORBLACK COLORS: LEGEND-WHITE(RETROREFLECTNEI BACKGROUND -WWE METRfflEFLECTIVE) BACKGRIXIND-BLUE (RETROREFLEGMEI A O C D E F fs hi J IS I. 1? fi 3F?5 :4�Fi I$ 151] .5 II) 1.971 &1159 1.5 11t 9 �75 A3b P25 � U 1 15 O� 2-0� 5.T64 15 CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 4" 2" R OF THE VDOT ROAD DESIGN MANUAL. 6„ T}II D D D D O • D s D D D D D D D D D D _ - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL To THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9/O6 502 VIRGINIA DEPARTMENT of TRANSPORTATION 201.03 LD-204 Stormwater Inlet Computations Sag Inlets Only E a) D 0) C Q z a) o ate) a a) Q o U E > O U) I) o to u) X E FD (n > o c o 0 a) in U U o' U � a 0 0 (D cD U o 1 2 3 4 5 1 6 8 1 9 10 11 12 1 13 14 15 21 22 23 24 (ft) (ac) (in/hr) (cfs) (Cfs) (Cfs) ( ft/ ft) ( ft/ ft) ( ft/ ft) (ft) (ft) (ft) A4 DI-3C 8 0.23 0.82 0.19 6.5 1.23 - 1.230 0.013 0.018 0.028 0.15 0.50 0.29 5.88 0.82 0.19 4.0 0.76 - 0.757 0.013 0.12 0.50 0.24 4.26 A2 DI-3C 8 0.59 0.75 0.45 6.5 2.90 - 2.901 0.013 0.027 0.018 0.080 0.23 0.50 0.46 5.77 0.75 0.45 4.0 1.79 - 1.785 0.013 0.17 0.50 0.33 2.28 Al DI-7 0.58 0.87 0.50 6.5 3.28 - 3.278 0.013 0.024 0.014 0.15 0.50 0.31 11.00 0.87 0.50 4.0 2.02 - 2.017 0.013 0.13 0.50 0.26 9.20 IS-1 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO I " CONTOUR OF PIPE I I ji 9 SLOPE TO DRAIN TO INVERT \� OF OUTLET PIPE SECTION A -A n TRANSITION BETWEEN PIPE DIAMETERS WHEN ` METHOD OF TREATMENT IN DROP INLETS DFFERENT SIZES OF PIPES ARE ENCOUNTERED. �\ NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH ° THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF SLOPE TO DRAIN TO INVERT OF STRUCTURE. j OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE / / UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, ° ° � BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I I '.:.:: SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. e DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDOT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.08 CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTO OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4„ 2" R 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN I APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. a a- d d 6„ .-d - .-d •-•d ,4 ' d - d SURFACE SEE NOTE 4 a•-;. •.4 .-d -d •--a BASE a..;. d'.d. d- 4 d SUBBASE 4 2' RADIUS 6„ _4 . 15 d SURFACE MIN- 18„ MAX. BASE SUBBASE 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 201.01 LD-229 Storm Drain Design Computations Mallov Furniture Store From Point To Point Catch A (ac) Runoff Coef Inc AC Accum AC Tot Tc (min) Tot Int (10yr) (in/hr) Tot Flow (10yr)(cfs) Up Inv El Dn Inv El Pipe Len (ft) Inv S % Pipe Dim (in) Pipe Cap (CfS) Velocity (ft/s) Flow time Inc (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A4 A3 0.23 0.23 0.05 0.05 5.00 7.10 0.38 463.65 462.68 42.25 2.3% 15 11 4.1 0.17 A3 A2 0.38 462.48 461.81 29.05 2.3% 15 11 4.1 0.12 A2 Al 0.59 0.59 0.35 0.41 5.00 7.10 2.88 461.61 460.60 44.81 2.3% 15 10 7.2 0.10 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE = GROUND LINE = GROUND LINE x ' '' I -1 I I=1 I I=1 rrrrrr rrrr I I I=1 I I III '' I -1 I I=1 I I=1 rrrrrr rrrrr I I I=1 I I=1T- '' I -1 I I=1 I I=1 rrrrrrr rrrrrrr - 1- III -III 11 N _ 11=1 I II -I III rrrr rrr rrr rr I -III II EARTH � _ 1=1 'Elf rrrr rrrr I I-1 I I N II rrr rr I ROCK OR � _ rrrr '�Jrrr I I 1 I rrrr rrr 1 -- N 11=1 rr rr �_ H II rr d rr I _ + rr d rr I I. UNYIELDING + rrr r - d I I I III I� SOIL I� o 11 0 �i BEDDING =1 MIN. m m ml �' 4 i MATERIAL =1 - - - - MIN. 1/10 D- J-1-1I-III-1I =1' MIN.1/10 D X D X BEDDING 1/N_ D X D X BEDDING MATERIAL MATERIAL X D X �/z" PER 1' OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x 0 MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL - - •rrrrrrr, rrrrrrr . -_ - - rrrrrr, rrrrrrr •::.:�..: - - rrrrrrrr rrrrrrrrrrrrrrr rrrrrrr = - rrrrrrrr rrrrrr - - rrrr rrrr : - - - N _ rr '- • rr rr ::v::r:: +Q •• •rr GROUND = rrrrr rrrrr : - = -- _ - �' rrrr rrr ' - N - 'r rrr rr }:� - GINOUND - - - - =rrrrrrrrrr rrrrrrrrrrrrrr rrrrrrrrrrrrr rrrrrrr rrrrrrrrrr rrrr r rrrrrrrrrr - - - - -GROUND LINE r r o d r + = rrrrrrrr rr d rrrrrrrrrr _ - •• \ - LINE III III=III=III-1111 II EARTH ROCK OR / MIN. 1/10 D _ _ _ _ _ - UNYIELDING =1=1 1 E MIN. 1/10 D BEDDING EARTH MIN.1/10 D X D X BEDDING MATERIAL I=1=1 1= 1= /2'' PER SOIL 1" OF H X D X BEDDING MATERIAL MAX. 24'' MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE 0 NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 DI-3A, 36, 3C Fvoonicinni inrnir , F-A �8" 2'-6" NI -V • 1 �- rLn CL A MENNENAAAA�A��A�A AA�A�A■ rtwr•rtr•r�wr,wwwr•wwr••nr•wrtr•�r•r•w■ 8 '- BAR A GUTTER FACE OF CURB CRACK CONTROL JOINT PLAN 3� 6' MIN. 10' MAX. - MAX. 20' I B 8" 3, O„ x z� 0) N I co D ?; APPROACH (GUTTER AR G 2 WARPED GUTTER n SUBBASE HARDWARE S F CLOTH WEEP HOLE. o SEE NOTE 8 I I STEPS.' NOTE 5 8" 2'-8" 4'-0" SECTION A -A - KEYED CONST. JOINT 2'-10" 2" WARPED 2„ GUTTER BARS A APPROACH GUTTER (- - - - - - - - - - - - - - - - - - - - - - - - --- RS G - - _ 1 o BARS F BARS E L= B N ro *3" DIAMETER BARS E WEEP HOLE BARS B I FRONT ELEVATION BARS F 8" 1'-8" 8" - - (GUTTER REMOVED) 1114„ 1.3'-0" 5XI/q" BENT PLATED �- \ SECTION B-B " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. I/4 L2%2"X2/2"X1/4" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS, TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/Z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT DI-3A L DI-3B L DI-3C L WARPED PAVEMENT = = - FLOW FLOW I FLOW T-0" I I 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \V DOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM A C) U SHIP a Lic. 4 183 CS� ��`ssIONAL �l`t MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 FILE NO. 19.057 SITE DETAILS & PROFILES