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Home My WebLink AboutARB202000074 Plan - Revision 2020-11-17MAJOR SITE PLAN AMENDMENT LEGEND EXISTING NEW DESCRIPTION BOUNDARIES �s BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE --------- 0r BUILDING SETBACK L1 PARKING SETBACK SITE TEXT 10 10 PARKING COUNT INS NS NAIL SET TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x >2m SPOT ELEVATION 311.5 TC x >2 TOP OF CURB ELEVATION 311.5 TW x >2m� TOP OF WALL ELEVATION 311.5 BW x >2- 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 I CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l� MATERIAL 0 CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY _0_ _0_ UTILITY POLE m m GUY WIRE oHu 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ROOF DRAIN SANITARY 0 SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS c- GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER 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 approved on July 1, 2020 permitting vehicle storage and outdoor sales/storage/display use on the site MAGISTERIAL DISTRICT Rio SOURCE OF TITLE DB 4863 PG 467-471 DB_PG_BLA 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. APPROVED CONDITIONS PER SP201900011 1. Use of this site must be in general accord with the concept plan "Special Use Permit Concept Plan SP201900011 Malloy Ford Concept Plan 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 45-112131 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 45-112611 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 41,363SF 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 b the owners of such underground facilities or others. 9 Y 9 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 All 17.1-09. 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 SDP2020-39 ; AMENDMENT TO SDP1987-6 TAX MAP 45, PARCEL 68A TAX MAP 45, PARCEL 112131 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1 "= 1000' SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 GRADING PLAN C5 UTILITY PLAN C6 LANDSCAPE PLAN C7 LIGHTING PLAN C8 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 IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Z3 U JfTSTIINM. Lic. o.45-WT .g G� S 11 E J/I 7llt\rer. J MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.17 [ARBI FILE NO. COVER 19.057 C1 I I I T.M 45-68C1 MALLOY PROPERTIES III C/O / I r MALLOY COMPANIES LLC 1� I DB 4863 PG 461 I xlsnrvc ZONED: HC PARKING AREA _ \ Zo _,-502- \, — % /COH / OHu oHu / / ��/�/gyp/ OHU OHU O / ' .S \\�✓ \ CID 016 \, v v �/ T. M 45 —112 A ' 0sG 003��MALLOY PR9PER7CS '1 ---� �98— MALLO/Y/C0MPA/NIj` �_��;� / /,� �-- �v P9 4863 A/4i' v ZONEO: �IC - I / 494 I I \ \ r I / 1 ri I I I PORTION OF BUILDING TO REMAIN I 490 I r I I I I I I i 488. \ zE1 / co -5 -- �.V vvv v��--- 1 T.M 45�-68A w� / 486, T.M 45- t1-2B1 _ _ — / I I yet co \ / MALLOY PROPERTIES III C/0 MALLOY PROPERTIES III C/0 .r —+ b MALLOY COMPANIES LLC MALLOY COMPANIES LLC l l i -� z G' DB 4863 PG 471 �/ / ' I DB 4863 PG 467 ul �� 1 ZONED: \ ZONED. HC i I I CURRENT USE: COMMERCI / Clll �84 CURRENT-4-JSE rt/��ANT I J-- IC19 I --- I _ PORTION OF BUILDING PAD TO Rom" V I Y \ 4{ 1 NOT INCLUDED IN LIMITS OF DIST 1� 8 \\ MANAGED SLOPES I u,\.,I 0 1 7 UI UAINUL r r G n n D 00 _---� F m rTl O D m - ----472_----0 D D----------�� - c� n � D —4 70 > z / --------rkni ----466------------\ Ln A 30,096 SF BUILDING PQ,D PORTION TO BE REMVED, PORTION TO REMAIN"I BE BUILT UP K1 DISTURBED AREA FOR NEW i� LANDSCAPE ISLANDS / 1 - 1 / O � 1 1 � 1 J 1 ✓ 1 --EXISTING PAVED PAR ING I D 20 0 20 40 •0 Graphic SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x OP U M4'1 Sc.11ti S'SlntveT_ MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARBI 2020.11.17 [ARB] 191111110161 19.057 EXISTING CONDITIONS C2 z, / OHU — / 0"U / 0"U T.M 45-112A MALLOY PROPERTIES MALLOY COMPANIE \ DB 4863 PG 4 ZONED: HC T.M 45-112B1 MALLOY PROPERTIES III C/O MALLOY COMPANIES LLC DB 4863 PG 471 ZONED: HC CURRENT USE: VACANT MANAGED SLOP O < ::E ;�o m �7 z_ ^ 0 D � D m o z I m n 4- D O Cn D Qo m z m z i T \ I'I l.I II I 20 0 20 40 60 Graphic Scale: 1"=20' m \ EX. 9,120 SE BUILDING TO REMAIN AS VEHICLE SALES & STORAGE 11.7' 18.0' z Z _ — Cf) U OHU - OHU - OHU OHU - OHU - OHU - OHU - OHU - OHU - OHU OHU U OHU - OHU - HU - OHU - OHU -VFU --OHU - Cn OHU CHU OHU OHU - OHU- OHU OH - OHUOHU OHU - OHU - 0 - OH HW �-�OHU OHU=1)u '0.OHM 0�- HU 1--; -- S - _ U OHU OHU OHUOHUOHU 0 U OHU OMU • HU'-ONU,�•-.-�OFR1OU.S, ROUTE 29CA 4' JOINT SEMINOLE TRAIL �G A � -0 Q0 ACCESS EASEMENT CO � Cn w N o 874-738) VARIABLE WIDTH R/W wA z �D � �� (D.B. �o �� J � m QO CA i � o D n SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x OP U M. SHI11' a LiC. 0.45- "0 11IIL Iti S'SlntveT_ 1✓�� MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARBI 2020.11.17 [ARB] 19111110161 SITE PLAN 19.057 C3 02� oti i ii / O � OH OHU OHU oHu _ oHu — MALLUY UUMHANILS LLU DB 4863 PG 471 ZONED: HC CURREN�F 4JSE: rt/�CC—ANT \ MANAGED SL 8 � TREE PROTECTION FENCING M ----472------------------------- -47 0�00 0 36 ADO 10 — — — — — — — — — — — 6900 r_ r.. 689` 69so x ■ .: El 4 671) 20 0 20 40 .0 I Graphic• - SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x OP U M4'1 Sc.11ti S'SlntveT_ 1✓�� MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARBI 2020.11.17 [ARB] \ I O \ 00 m 1 \ 00 MANAGED SLOPES 8 'N i 480 1 Ead o 00 A4 20 0 20 40 .0 I Graphic• - SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM LANDSCAPE SCHEDULE ant Min. Total Planting Type Botanical Name Common Name Quantity Canopy Canopy Sylmbol Cal./Height SF q0 Large Shade Tree Ulmus americana American Elm (Princeton) 3.5" Cal. 7 397 2779 P op 0 Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 9 370 3330 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 GJ Evergreen Tree Cryptomeria japonica 'Yoshino' Cryptomeria 4'-5' Ht. 4 123 492 Yoshino U Broadleaf Evergreen Magnolia virginiana Sweetbay Magnolia 6' Ht. 3 113 339 R0 Ornamental Tree Cercis reniformis 'Oklahoma' Oklahoma Redbud 6-7' Ht. 6 124 744 P Deciduous Shrub Aesculus parviflora Bottlebrush Buckeye 30-36" 20 36 720 IG 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 CANOPY 14706 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. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1"ABOVE FINISHED GRADE T.M 45F/—IT11 P1, .��/ 1ALLOY PR9PERTICrS ,�:f MALLQ/r'COMPANI � Df34863 G/ 4 ,1 i , ZONE: I�/ O \ REMOVE BURLAP FROM TOP 1/3 4 o OF ROOTBALL — MULCH 2" DEEP IMMEDIATELY QQ 3" TALL WATERING BERM I AFTER PLANTING AND WATER o P I THOROUGHLY. 0 0 I FINISHED GRADE OL o — _ _ — _ - PLANTING PIT. 0 PREPARED SOIL FOR SHRUBS , � s _ SURFACESOIL IR TO BIND NEW SOIL ffi --- MEMO FIFE SHRUB PLANTING DETAIL C7 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIMILAR 1-112" SQ. OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGHLY 4" COMPACTED EARTH \\ WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR �N CT PLANTING ' REQUIREMENTS, AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL 2 TREE PLANTING DETAIL C7 Not To Scale TWO TIMES BALL DIA. (MIN) TIES III C/o / \NIES LLC j G 471 HC \ AVANT I A Qi FA yS\ LANDSCAPE REQUIRED: �s I \I s 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: 14,706 SF STREET TREES (32.7.9.5): LARGE SHADE TREES (3.5" CAL.) 35' O.C. PARALLEL TO ROAD y REQUIRED: ROUTE 29 — 247 LF/35 = 7 TREES PROVIDED: 7 LARGE SHADE TREES & 6 ORNAMENTAL TREES INTERSPERED ALONG THIS FRONTAGE i i 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) i REQUIRED: 13 LARGE SHADE TREES PROVIDED: 20 LARGE SHADE TREES mom SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING �o 0— NOTES: ' 1. Contractor to apply mulch bedding around all proposed trees W17 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 maintaned 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. ti �� III IIII � � I IIII III _ > O IIII O t n � �1'�, x I V I Ffill If IIII 7 dj Jill IIII �u�Cwr� y Z0 IIII � M zo —' d� III n�wJa M n D (7){ III ��N (D�c n D cn_UCO0 Z >F-� r SHIMP y III rD I v III D�D� 1992 3.38 Source: Va. DSWC Plate 3.38-2 ENGINEERINGY LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM a OP U M4'1 Scti lnlveT- MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.17 [ARB] LANDSCAPE PLAN 19.057 III - 401 C6 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 ❑ 4 Barron Lighting Group RxA-200-3-VS-3K LED, RxA-200, 3000 K, TYPE III DISTRIBUTION LED 1 RXA-200-3-VS-3K.IES Absolute 1 200.7 o A 7 Barron Lighting RxA-200-3-VS-3K LED, RxA-200, 3000 K, LED 2 RXA-200-3-VS-3K.IES Absolute 1 200.7 OO Group TYPE III DISTRIBUTION o B +0.0 1 0.1 +0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 02 02 0.1 0.1 +0.1+0.1+0.1+0.1+0.11 1 -1 400 400 400 400 +0.0 +1 +1 0.1 +.2 +02 +02 +02 +02 +1 -6 +0.0 +0.0 +0.0 +0.0 0.1 +1 0. +.3 +.3 +.3 +.3 +.3 +02 +02 +02 +1 +1 +0.0 +0.0 +0.0 .5 +.1 +.2 0. +.] +.] +.] +.6 0.5 +.4 +.3 +.2 +.1 + +0.1 +0.0 +0.0 5 +.2 +.3 0. +1.4 +1.5 +1.4 +1.1 +.9 +.7 0.5 +.3 +.2 0.1 +.1 +0.0 +0.0 .5 +.2 +.3 0.�. +3.1 +3.4 +2.7 +1.9 +1.5 +1.1 +.] +.4 +.2 +.1 +.1 +.1 +0.0 +.2 +. 0 + .5 +3.0 +2.1 +1.4 +03 +.4 +.2 +.1 +.1 +.1 +0.0 + . + . .5 +.3 .5 +. 0.7 +1.3 +2.3 4.0 +63 +11.1 +9.3 .9 +10.6 +6.9 +4.9 +4.3 +5.0 +7.3 +11.3 +14.8 +14.5 +10.4 + . 2.3 +1.3 +.7 +.4 +.2 +.1 +., +., +0.0 B-1 B-2 +.3 .5 0.7 .2 2.0 +3.9 +14.] + 0.9 20.5 +14. +I. + .3 3.0 .3 L9 ,4. + 0.8 20.4 +14. +)+ .8 .8 1.0 +.7 +.4 ++.2 +.1 +., +00 .5 514 [+7.8 0.5 FOOTCANDLE CONTOUR +A +] 6 p +3.2 5 +,4.2 +,9.3 +19 +3 + +2 1.9 +3 + + 19.2 + 19.0 + 13. + ) + + 1 .6 14 + 10 + 06 + 0.4 02 + Ot + O,00 + + .5 +.8 L5 +2.2 +3.0 +3.4 +5.5 496 +12.7 +12.5 +9.2 +5.1 +2.4 +1.7 +2.3 +43 +9.3 +12.A +12.4 +9.2 +5.2 +2.9 +2.5 +2.3 +1.5 +.9 �.5 +.3 +.2 +.1 +., 5 +.6 +1.1 , u +3.0 .4 +5.0 +5.5 +6.7 +5.5 +A +2.3 +1.8 +2.0 +3.0 +5.3 +7.7 +73 +6.0 .6 .4 .3 +3.3 +2.1 +1.2 +.6 +.3 +.2 +.1 +., 5 0.8 1.A 2.6 4.4 6.5 8.2 9.1 B.3 6.9 Sy 5.0 4.1 3.8 3. 32 3.5 4.3 S4 511 64 73 81 7.1 50 29 15 OB 04 02 01 01 +.9 +1.2 +1.8 3.3 +sa +, 0. + ] 15.8 12.5 +.2 +6'� +.2 +6.4 +7.1 +J. + 3 Sb 1. 51 6.1 9fi +14.0 +14. +11.6 +7.9 +4.0 +1 +.8 +.4 +.2 +.1 +., s +.6 +.8 +1.1 +1.5 +1.8 +2A +7.0 +13. + .6 21.8 16.1 +.6 .0 +10. +1t + a 6.9 +, 2.9 +19.3 +21. +16.0 +9.0 +3.9 ,.] +.8 +.4 +.2 +., .5 B-4 B-3+ ° A-1 0 +.1 +.2 +.3 +.6 +1.0 +1.5 +2.0 +2.9 +3.6 +3a 5.4 +8.7 +1 a. 22.6 16.6 Y,.s +.e +1,. nil +1 .4 �5 +.5 +13.9 +20.4 +2. +1 1 +8.4 +3.6 +1.7 +.8 +.4 +.2 +0.1 n � .5 +0.0 +0.0 +.t +.1 +.2 +.4 5 +.8 +1A +2.2 +.3 +5.6 +].] +].4 9.5 +1,n +1 a. 1tl.3 A +5.8 +6.0 +. +81 +. + fi.6 5.5 n., +. +12.2 +16.5 +1].] 12.7 +8.3 .1 +13 +.8 +.4 +.2 +.1 O +0.0 +0.0 +0.0 +.1 +.1 +.3 +.6 +1.A +27 +5.0 .2 +12.8 +15.1 10 +12.9 +12. + 7 - _ +11.6 +10.5 .4 +5.7 +3.4 +1.7 +.8 +.4 +.2 +0.1B0 5 5 ° +0.0 +0.0 +0.0 +0.0 +0.1+0.1+.3 + +2.2 + ..8 + +19.4 +13.8 +10.0 +7.7 +5 s +11.6 s +6.7 +5.5 +3.9 +2 +1.4 +.7 +.4 +.2 +.1 00 00 00 00 0.1 0.1 0.2 0.5 1.3 .0 17.2 20.3 18.8 13.2 7.9 4.4 a.5 e 11.6 10.6 74 44 3 5 68 14.4 20.8 19.6 13.3 fig 42 35 28 1.9 11 Ofi 03 02 O, 9.8 5 ° B-7 .5 +0.0 +0.0 +0.0 +.1 +.1 +.2 +.3 .5 +1.0 .6 +6.4 +11.0 +13.5 +12.3 8.8 +5.0 +2.9 + .0 1i.8 +17. +1 .8 + 2.0 6.3 +3.8 +5.0 +14.5 +20.4 +5.7 +2.9 +2.2 +2.0 +1.4 +.9 .5 +.3 +.2 +.1 +0.0 +0.0 +0.0 +., +., +.2 +.3 +.5 +.8 .6 +3.3 +6.0 .6 + +6.9 4.7 +3.1 +23 3 +21. B-+27 S +4.1 7.9 448 442 6.4 +11.2 +15.9 +.6 V9A +6.0 .9 +1.7 +1.4 +1.0 .7 + .4 + .2 + .2 + ., + s V 0 O 5 +0.0 +0.0 +0.1 +0.1 +0.1 +.2 +.4 +.7 +1.0 .6 +2.3 +3.5 4.3 a a 3.8 +3.5 +3o +5.7 +13.8 +1 .8 + 8.0 +5.5 +4.2 4.6 +7.0 .9 +8.3 +6.7 .7 +2.7 +1.5 +1.0 +.7 .5 +.3 +.2 +., +0.1+0.0 +0.0 +., +., +.2 +.3 + 5 +.8 +1.0 ., +1 ,. - _ _ 6.2 +6.1 +6.4 +7.0 +9.1 +12.3 +13. +1 1 + 1.9 8.7 +7.0 +6.4 +., +6.0 +6.0 +6.1 +2.4 +1.4 + +.5 .5 +.4 +.2 +.2 +0.1.5 +5.4 ® + . +0.0 +0.0 +0.1 +.1 +.2 +.3 0.5 +.8 +1.A .3 +3.4 +4.6 +6.2 .6 +9.6 .9 .2 .1 +9.3 +11.2 +12.1 +12.7 +11.8 +9.9 .9 +9.1 +9.8 +9.1 +7.3 +6.1 +5.2 +3.6 +2.2 +1.2 0.7 +A +.3 +.2 +.1 +.1 +0.0 +0.0 +0.1 +.1 +.1 +.3 +. +.7 +1.2 .9 +3.0 .8 +7.9 +11.3 +12.3 +10.7 .3 +7.2 .4 +10.9 +13.4 +13.9 +11.7 +9.4 .8 +10.9 +13.5 +13.2 +9.2 +5.9 .1 +2.9 +1.8 +1.1 +.6 5 +.4 +.2 +.2 +.1 .5 A-2 A-3 A-4 ❑ +0.0 +0.0 +91 +., +.1 +.2 +.3 0.5 +.9 +1.5 +2.fi +.fi 78 +10 +11.4 +10.1 +.4 +.1 +9. +11. o +12.2 +.2 7.9 +0.4 +1 +12.3 96 +5.3 +3.0 .0 +1.3 +.8 0.5 +.3 +.2 +.1 +.1 s +00400400+.1 +.1 +.2 +.2 +.4 .5 +.6 +1.0 +1.7 +2.7 +3.9 + 5.3 +4.9 .4 +.9 .4 +.+ 8 +6.05+5.1 11068,. +.3 .8 +5.] L+4 +3.2 +1.9 +1.3 +.8 +.6 +A +.2 +.2 +.1 +.1 +0.0 +0.0 +0.0 +.t +.t +.1 +.2 +.3 +.0 +.6 +.9 +1.2 +1.5 +2.0 +1.9 +2.4 +2.1 +2.2 +2A +2.2 +1.7 +1.3 1 +.7 + +.2 +.2 +.1 +.1 +2.0 +2.1 +2.5 +2.3 +2.3 +2.2 +2.1 +2.0 .5 +0.0 +0.0 +0.0 +0.0 +0.0 +.1 +.1 +.1 +.2 .2 +.3 +. +0.6 +0A +1.0 +1.1 +1.0 +1.0 +.9 +.9 +1.1 +1.2 +1.2 +1.1 +1.0 +1.0 +1.1 +1.1 +1.0 +.8 +.6 +.4 +.4 +.3 0.2 +.2 +0.1+0.1+0.15 +0.0 +on +O.o +0.0 +0.0 +0.0 +0.0 +.1 +.1 +.1 +.2 +.2 01.3 +.4 5 +. 0. +. +.4 +. 0.5 +.5 +.5 +. +. + +.3 +.3 +.2 +.2 +.1 +. 0.1 +.1 +.1 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.1 +.1 +.1 +.1 +.1 +.1 '0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +.1 +.1 +.1 +.1 +.1 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 +.2 RIGHT OF WAY LINE + 40 00 + 00 + 00 00 + 00 + 00 + 00 + 00 + 00 + 0., + 0., + 0., + 0.. + 01 + 01 + 01 + 91 + 01 + 01 + 01 + 91 + 91 + 01 + 01 + 01 + 01 + 00 + + 00 +00 + 00 STATISTICS: Average = 3.1 fc Maximum = 22.7fc Minimum = 0.0 fc Max/Min = N/A Average/Min = N/A ®TRACELITE• commercial & industrial lighting DESCRIPTION The RxA Series LED area luminaire features a sleek low -profile housing design in lumen packages ranging from 9600 lumens to 41,000 lumens. Its high -efficiency light engine is designed for optimal light control and illumination with its three distribution types in three physical sizes. The RxA family provides substantial energy savings through efficient delivery of light with minimal to no uplight and efficacies up to 139 LPW. The RxA ships standard with a 7" upswept arm, and is designed for ease of installation on poles, slipfitters, trunnion or wall mount applications. This product is ideal for large areas such as parking lots, walkways, roadways, building walls, etc. SPECIFICATIONS Construction: • Sleek die-cast aluminum housing with stainless steel hardware and powder coated bronze (standard) finish for durability • UV -stabilized polycarbonate optical lens • Integral heat sink fins maximize heat dissipation • Hinged driver access for ease of maintenance • Standard with 7" straight arm (for pole or wall mount) and round pole adaptor • Slotted bolt pattern suitable for retrofit to most existing drill hole patterns • Includes a 12" whip (5 conductors provided for convenience, dimming leads not connected) Optics/LEDs: • Designed with minimal uplight to eliminate light pollution • 70 to 300 Watts replace up to 750 Walls HID for up to 70% energy savings • Efficacies up to 139 LPW maximize energy savings and utility rebates •Type III, IV and V distributions optimize light distribution •Available in 3000K, 4000K and 5000K CCT • L70 of 130,000 hours CRI t70 Electrical: • Class 2 power supply, 120-277VAC, 50/6OHz • 1-10V Dimming driver for models 150W+ (120-277VAC only), dimming leads require connection in field • Power supply with high -power factor of 90% typical • 347/480VAC Dedicated driver option for 70W, 150W, 20OW and 30OW • Standard 10kVA surge protection for models M 50W Testing & Compliance: •cULus Listed for Wet Locations -Tested to meet IP66 requirements • DesignLights Consortium® (DLC) PREMIUM Qualified (consult QPL for qualified models) • Operating temperature: -40"C to 45"C (-40"F to 113"F) Installation: • Hinged driver door for ease of access • Standard with pole mount arm (7") suitable for 4" or 5" square poles. Includes round pole adaptor. Arm features access door for easy wiring on site and includes knockouts for motion and photocontrol sensors -Additional easy mount accessories such as slipfitter, trunnion, swivel and wall bracket Specs lcations am subject 0 change without notice. Installation must be performed in accordance with Barron Lighting Group installation instmcbons. 10810377 Rov 100a20 g 0 20 40 60l GraphicScale: RxA Series LED Area Light Model: RXA-200-3-VS-3K- bate. Acceaacnes: Job Name: Malloy Ford Tme 3 y. 0 c Sus [ SYEAR 11- Model RxA-70 Riull RxA-150 ;RxA-200;� RxA300 wattage 70 100 150 2001 300 Lumens (Im) 9600 13,800 20,800 125,700, 41,000 Ef6cacy(LPw) 136 137 139 (139� 137 Equivalency (HID) 15W175W 25OW 40DW 400W 750W+ Distribution Typ III; IV, V CCT (K) I_ 0030I K14000K, 5000K CRI >70 Input Voltage 1120-27NAC) 501WHz, 347/480VAC Operating Tamp -40"C to 45"C (-40"F to 113"F) Certifications UL Listed for Wet Locations, DLC PREMIUM Warranty 5 Years Weigh 8.9 lbs 1 9.4 lbs I 12A lbs 12.9 lbs 18.7 Ibs • Nominal Wattage. Tested at 5000K CCT, 120-277VAC, Type III distribution. See performance table for more detailed lumen information. Note: Environment and application will affect actual performance. Typical values and 25°C used for testing. Options: • Integral 120-277VAC dimming sensor (SC) for models 150W+ • 120-277VAC Twist Lock receptacle installed on arm (Twist Lock photocontrol included) Accessories: • Twist Lock universal photocontrol (120-277VAC) for dusk to dawn lighting control • Dimming sensor for additional energy savings • Button photocontrol (120-277VAC) for 70W and t00W models • Multiple mounting accessories available, see ordering information Warranty: • Five Year Warranty (Terms and Conditions Apply) • 10 Year Warranty available upon request, consult factory �ARRON lighting group Page 1 of 5 800=3948 • wxw.banonlg.wm SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x OP U M4'1 Scti lnlveT MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.17 [ARB] 1111111110161 LIGHTING PLAN 19.057 1 +.1 +., +., +., +., +.1 +.1 +.1 .1 .1 118 47 Al 47M w A2 A3 SIR 1 ■ ■11 ■■m�-�■■- 0 oil oil 0 ■ -E� -1- + STEEL PLATE z rn oco o rn m rn rrn rio a aio » > >zzzz z- - W U U U ZU- - in o M STORM PIPE PROFILE Al-A4 C9 HORZ: 1 "=20' VERT: 1 "=10' s PAVEMENT DETAIL C9 NOT TO SCALE 375 _ iS 2 2C _i 2C _i i5 25 H/-g NU PAHKING LEGEND - GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) ' Reduce spacing 50%. **See page 6-31. "'See page 6-2 for arrow design. - 11+00 2" SM-9.5A SUPERPAVE 6" VDOT #21 A BASE STONE COMPACTED SUBGRADE 475 470 465 a460 1 1 +5055 C r�AbCESSIBL L JV N N E R7-0B C WIIAISB.LAE ACCESSIBLEVAN R7.8b VANACCENABIE II� PARNNGAPPUGTIN DBIEcnDNALAPPLICATI011 CDLORS LEGEND -GREEN (REFRORERiCFNE)ORRAO( CO.DRS LEGEND -WI BADIGROUND-WNBE (RETRORERECINE) BAO(GRDIND-BLUE ORTRORERECINE) A 0 C C E F G N J x L 12 8 375 A3B 15 I5D S 10 1871 SB5B 1.6 IB 9 ]75 ANI 2a5 2D 1 150 'LR9J 6.78A 15 LD-204 Stormwater Inlet Computations Sag Inlets Only a ca m Q � a) Z a o. o a) m Iu (n N CL N U E r > o rn rn CO N N (D F- O t U /62 F o s m ci @ a = a 6 U UI ( 7 2 (0 0 (7 2 U o 2 1 1 2 3 1 4 5 1 6 1 8 9 1 10 11 12 13 1 14 15 1 21 22 1 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (Cis) ( ft/ ft) (ft/ ft) (ft/ ft) (ft) 00 (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 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO OFPIPEI I I I I 1 I • 1 9 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES: , •a > \ SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 1 THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ \ SLOPE TO DRAN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF 1 TO INVERT OF STRUCTURE. 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 257 OF COARSE AGGREGATE MAY BE -., h•, YN •,j-. UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, •�h:: •::.. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE Ir '�:•i:•;�;•;::; A'• SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I I ••!r`• OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. . •<:� PETALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ° PURPOSES ONLY. EACH MANHOLE AR 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 ROAD AN`BRID�TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF , REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION LD-229 Storm Drain Design Computations Malloy Ford 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 iii i n m )Hi j n nrtu nnr n i s iv jam .� PB I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE x GROUND LINE GROUND LINE x x "I=1 rrrrrr r rrrr I1- 1 rrrrr r rrrr I- 11 rrrrrr rr r 11 11 11 � r rrrrr � -II r B r EARTH -II r d r ROCK OR EARTH + UNYIELDING SOIL .� o c LF BEDDING - T MATERIAL a MN.1 MIN. 1/10 D - 11 MIN. 1/10 D X D X BEDDING 10 p X D X BEDDING - MATERIAL MATERIAL '/2" PER V OF H MIN.6", 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 D TOP OF FILL MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL x = x __ rrirrr. rrrrrrr } _ - rrrrr rirrrrr �• _ - rrrrrrrrrrirrr rrrrrrrrrrrrrr = rir� rrrrr �: - :' rrrrr rrrr :•:•:�:•:�:• - rrrrrrrrrrrri rrrrrrrrrrrrr - =_ ' - ::: rrrr rrr;:::::•::::: - - - rrrrirrrrrr rrrrrrrrrrr rr r ••• - ;:; rrr rr '<• { = rrrrrrrrrr rrrrrrrrrr LINEGROUND o = % r LINEUND + - rrrrrrrrr a rrrrrrrrr ::GROUND - o N - - LINE a EARTH loll 111 11 11 -ROCK OR j MIN. 1/10 D - UNYIELDING - -- ��.._ MIN. 1/10 D BEDDING EARTH MIN. 1/10 D X D X BEDDING MATERIAL _ -- - r /i' PER SOIL P OF H X D X MI MIN. BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING ® SECTION 302EOF THE ROAD AND BRIDGE ® RIAL IN ACCORDANCE WITH EMBANKMENT NOTES( SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE I::::::] SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL FOR PLASTIC PIPE rrrr' IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. `VD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION IN TALL, O F P I PE CULVERTS AND STORM SEWERS REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 SHEET 1 OF 4 REVISION DATE 07/19 107.01 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM x Op GG-2 ° U M. SHIIj$' a CG-6 DI-3A, 3B, 3C EXPANSION KEYED L1C. o. 45- NOTES FOR DETAILS OF INLET JOINT CONS. BARS 'r� M, 14 I I I1 h �•Q' EXPANSION JOINT 3'-10" FRAME & COVER BACK OF SIDEWALK Y JOINT OPPROACH 1 O SEE STANDARD IC-2. i � fGUTTER ARP 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. BAR G WARPED ER BARS G p 2" o GUTTY, is NOTES 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, �, •.:. ASI A]., 'G 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4000 PSI IF PRECAST. , BARS C 6.. a n BAR t I SUBBASE 2. CONCRETE TO 8E CLASS A3 IF CAST IN PLACE, 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG m - --� ARS F 1 BARS B a o a2" _ _ _ HARDWARE - 'I 4000 PSI IF PRECAST. FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. z z N ARS F CLOTH + I WEEP HOLE. 3. COMBINATION CURB & GUTTER HAVING A RADIUS 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 1 i = O W SEE NOTE 8 (15" DEPTH) OR INCREASED ( MUCH AS 3" (21" DEPTH) i OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL fR ORDER THAT THE BOTTOM OF CURB WILL COINCIDE BE PAID FOR AS RADIAL COMBINATION CURB & WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. "' x I GUTTER. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT "' N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AR•: MAJOR SITE PLAN AMENDMENT 4. FOR USE WITH STABILIZED OPEN -GRADED "CREASE IN DEPTH. - - •STEPS.'SE DRAINAGE LAYER. �THE BOTTOM OF THE CURB ^D G 11 II BAR F BAR A NOTE 5 OO GUTTER THE SLOPE OF SUBBASEBE TRUCTED COURSESPARALLEL 4�� 2" R S. CG-2 IS TO REQUIREMENTSEFORECG-6 AS ARSHpAW'N MEETING THE H 1I II BARS D GUTTER FACE OF CURB 8 " 8 MALLOY FORD AND TO THE DEPTH OF THE PAVEMENT. APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. CR K CONTROL JOINT CRACK CONTROL JOINT •� 5. ALLOWABLE CRITERIA FOR THE USE OF ,7 • 2 0 SECTION A•A CG-6 IS BASED ON ROADWAY CLASSIFICATION •�' 6'MIN. PLAN 'MIN 2" R OFDTHESIGN VDO7 PEED AS ROAD DESIGNWN IN MANUAL.PENDIX A •! • •! L-VARIABLE - MAX. 20' 10' MAX. Z-• KEYED COAST. JOINT .% ••d • •, 1 2 GUTTER I„ 2�-0"^I8' 2'-6' � B 8" 3'-O" 2' APPROACH .a •:a •.i I I D .% • •% •.% • SIIFACE `" a - BARS A GUTTER 6„ � 4 a..a • a " ,� h' ALBEMARLE COUNTY, VIRGINIA > a•.a•a. B sc--}-- ;--------------------- - SUBMISSION: 1'-1" D D D D D %• •%•,a. BASE I BARS F BARS E L,_g iv aD 2OZO.O4.ZO o o o o o a!w ,a. WEEP HOLE FRONT ELEVATION BARS F 8" T-8'• 6" BARS e 7" - AIA3" DW.ETE E e s s n e AR > C D > C > D e G > •d • •d • •� - - - - - -- (GUTTER REMOVED) 1/A" 3'-D" REVISION: > -- THE BOTTOM OF THE CURB AND 8" aXl/." BENT PLATE - SECTION B-B 2020.06.22 SUBBASE GUTTER MAY BE CONSTRUCTED :�!�• '"' N 2020.0181.,117 [ARB] PARALLEL U THE SLOPE OF • ' •' •' 2020. I I. 17 [ARB] 8" 2'-0" SUBBASE COURSES PROVIDED A R MINIMUM DEPTH OF 7" 4" BY TYPE A NOSE PETAL SHALL BE USED WITH CC-3 & CC-7 STANDARDS. v ;:= ;':�;'. L2%z"x2%2'•xI/q•' IS MAINTAINED. �2" RADIUS TYPE B NOSE PETAL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TypE q I GALVANIZED THIS AREA MAY BE CONCRETE a .- TYPE B TO X 4" STUD SHEAR CONNECTOR WELDED AT THE OPTION OF THE CONTRACTOR I . GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 86.30' TO ANGLE IRON AT 2'C-C. 7/x' a a CONNECTORS AND IS T BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS MI • . d - SURFACE WELDED TO BENT PLATE AT 2' C-C. 2„ W MN d 'A _ PR. PAVEMENT MAX. -. -d � - - DI-3AL L � DI-36 L DI-3C L "; WARPED PAVEMENT a a BASE _� .• ---- _ -- { -- FILE NO. SUBBASE 1 - - - FLOW FLOW FLOW 1'-D" 19.057 �12 1 IIJL�\) 1 1 DETAIL WHEN USED ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED FOR USE ON GRADES ADJACENT TO CURB SPECIFICATION FOR USE IN SAGS WITHOUT GUTTER SITE DETAILS & PROFILES SPECIFICATION REFERENCE BOTH SIDES TO BE SYMMETRICAL REFERENCE COMBINATION 6" CURB & GUTTER 105 STANDARD 6" CURB XVDOT SPECIFICATION 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/O6 ROAD AND BRIDGE STANDARDS STANDARD CURB D R 0 P INLET REFERENCE 502 REV.9/06 201.01 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' zs3 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 SHEET 1 OF 2 REVISION DATE 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 C8_