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Home My WebLink AboutARB201900148 Plan - Submittal (First) 2019-11-26LEGEND EXISTING NEW DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE -------------- VACATED PROPERTY LINE BUILDING SETBACK 0 0 0 PARKING SETBACK ACCESS EASEMENT 10 10 PARKING COUNT �~ 1.00' - DIMENIONS GRADING EASEMENT ---310--- 10 INDEX CONTOUR 310 1 INTERVAL CONTOUR 311x.5 0 U SPOT EVELVATION X� 311.5 TC x 5781 TC TOP OF CURB ELEVATION 311.5 TW x 5781X TOP OF WALL ELEVATION 311.5 B W x 5781 I BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER /F_N A-N CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING a CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE X X FENCE STREAM UTILITY EASEMENT -�- UTILITY POLE f LIGHT POLE OVERHEAD UTILITY m m OVERHEAD UTILITY GUY O O MANHOLE STORM LINE RD RD ROOF DRAIN 0 � DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT S S SEWER LINE S S SANITARY EASEMENT W W WATER LINE WATER METER 0 v WATER VALVE AND BOX O O FIRE HYDRANT WATER EASEMENT GAS _ GAS LINE OWNER/DEVELOPER DJCM Investments LLC 1389 Richmond Road Charlottesvile VA, 22911 ZONING PDMC - Planned Development Mixed Commercial ZMA199800020 (Pantops PD-MC) was approved on October 21, 1998 ZMA200200008 (South Pantops Office) was approved on February 12, 2003 EC - Entrance Corridor Steep Slopes - Managed SETBACKS Front - Minimum: 5' from R.O.W. or edge of sidewalk (if outside R.O.W.) Front - Maximum: None Side - Minimum: 5' Side - Maximum: None Rear - Minimum: 20' Rear - Maximum: None MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 996 P 126 DB 1485 P 406 DB 2905 P 346 (plat) DB 3908 P 330 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary Information is created from Plat of Record prepared by Rivanna Engineering and Surveying, PLC last revised on November 5, 2004. LiDAR two -foot contour intervals are downloaded from www.vita.virginia.gov and additional topographic and zoning information is downloaded from Albemarle County GIS data. BENCHMARK Datum for topography is NAVD 1988 FLOODZONE FEMA flood insurance rate map (community panel 51003CO287D), effective date February 4, 2005 shows this property within zone "x" and no portion of the property within the 100-year flood plain. RESERVOIR WATERSHED This site is not within the South Fork Rivanna River Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing sanitary sewer line is located on the property at the rear of the site and an existing waterline is located along Richmond Road at the front of the site. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. VDOT NOTES VDOT's land development south staff (540-967-3715 or 540-967-3716 shall be notified 48 hours in advance of any anticipated road/shoulder closures", "The permittee or his or her designee shall report all work zones in the VDOT right of way on a daily basis at set up and take down to VDOT'S Smart Traffic Center (540-332-9500)", "Copies of all independent testing reports to be submitted to VDOT for verification", "A minimum 48 hours advance notification of a proof roll of both the subgrade and stone base is required by VDOT." "All areas excavated below existing pavement surface and within clear zone, at the conclusion of each workday, shall be backfilled to form an approximate 6:1 wedge, against the existing pavement surface for the safety and protection of vehicular traffic." And that "Traffic shall be maintained during construction of the tie-in and mill of the adjacent travel lanes." "water lines, sewer lines, etc. crossing future VDOT maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And "A video (3 electronic copies to VDOT) of all stormwater systems carrying VDOT runoff or runoff under a future state road is required to be submitted to VDOT for review and approval prior to paving operations. ITE Trip Generation, 10th Edition Trip Generation Manual, 10th Edition AM PM Use Description ITE Qty in out Total in I out iTotal Hotel 1 310 1125 rooms 40 1 34 1 74 45 1 33 1 78 Trip generation reflects AM and PM peak hour traffic. STEEP SLOPES Preserved slopes are not present on the property. Managed slopes are shown on Sheet C3 with labels showing which slopes are to be disturbed. FIRE PREVENTION An existing ACSA fire hydrant is located on Richmond Road approximately 270 ft west of the site. An additional hydrant is located at the intersection of Hansen Road and Abbey Road (approximately 230 ft east of the site). BUILDING HEIGHTS The maximum building height is 65 feet. EXISTING USE vacant land PROPOSED USE 4-Story Hotel (115 rooms) over parking PARKING SCHEDULE REQUIRED PARKING: Hotel PARKING PROVIDED: 1 space per room x 115 rooms = 115 spaces 117 spaces (including 3 handicap spaces) INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albermale County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. TAX MAP 78 PARCEL 73A7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 °=2000' fJard ef) To..vd? plik FONTANA �;yrr,a,a g SITE COTT&GE'SJ JEFFERSON HTS, CONDOS OVERLOOK a�eq CONDOS WOOLEN MIisLS rTa7 monlicello 0 Map provided by Google.com J ASHCROFT z9 HUI SHEET INDEX C1 COVER SHEET HIMP C2 EXISTING CONDITIONS ENGINEERING 2. C3 SITE PLAN LAND PLANNING - PROJECT MANAGEMENT C4 GRADING & UTILITY PLAN 912E.HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM C5 LANDSCAPING PLAN C6 SITE DETAILS ��NLTH OF `L �O v JUST�SHIMP a o. 45183 %S-SIONAL INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL APPROVALS ALBEMARLE COUNTY, VIRGINIA Current Development Planner Date SUBMISSION: 2019.11.25 Current Development Engineer Date REVISION: Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Virginia Department of Transportation FILE NO. Date COVER Date SHEET C1 of C6 19.039 C1 I\ \ J \ / 6 'Y � 1 h O k P � rye ,o`96d 19-41 MANAG T.M. 7B- 13A SLOPES TO BE D:'B. ACRES ��10� / (TYPICAL) / \� PANTOP INVESTORS, LLC 2. i / ZONED HC/EC USE: VACANT a , / / /� ♦ \ MANAGED / MANAGED SLOPES TO BE SLOPES E DISTURBED / (TYPR A `PIC -CAL) / (TY AL) V ice; -'r D�LC-ff I-N V-E &T ME N T S LLC / / (/ / �7 / I T.M. 7 -73A4 D . B . 390B-33,9- — J SUNTRUST, BANK / / .B. 9 - _ LA ) v �fl 2 05 346 f� T �� y // D.1. 13 ACRES 1 \ v ZONED PDMC/EC 2. 73 , ACRES ZONED PDMC/EC / J USE: VACANT � USE: BANK WITH D//f ^ \\ \ l l i� � T.M. 76-13 / 0_ DJCM INVESTMENTS ILLC A6 D.B. 3908-327, 3.73 ACRES ZONED HC/EC � USE: AUTO SALES AND SERVICE SLMPESATO BE TYPICAL I i i I i M�4.f AGED �SLOPES TO BE, DISTURBED (TYPICAL) - / - T M. / /,� F+ANSN ROAD P �SSIO L CENTER LLC �\ \ �� ZONED PDM /E USE: OFFICE CONDOMIN UMS \\ �� / i i I ,/ � / AL ------ � �WA�SE�ROAD PL CENTER�LLCP�5B �ACRES, \ NED PDMC/EC V 45E: OFFICE CONDOMINIUMS i i 1 I � - i \ / i I - / / I \ " / e l 40 0 40 80 120 / ' Scale: 1 "=40' HIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 44-v-1NLTH Olh,% v JUS) TI SHIMP a No. 45183 O `�SIONAL INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.25 REVISION: FILE NO. 19.039 EXISTING CONDITIONS SHEET C2 of C6 1)*HIMP NGINEERIN 32 1 PLANNING - PROJECT MANAGEMENT GH ST. 434.227.5140 TTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��p,LTH OF L lj� 0 v JUSTf 1*- SHIMP a No. 45183 ��SSIONAL _7 IAL SITE DEVELOPMENT PLAN ERLOOK HOTEL EMARLE COUNTY, VIRGINIA (MISSION: 19.11.25 SION: m E PLAN ET C3 of C6 Scale: 1 • 19.039 C3 )*HIM VGINEERING�- PLANNING - PROJECT MANAGEMENT 3H ST. 434.227.5140 TTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM \ �pNLTH 0� O L v JUSTISHIMP a L� 6.45183 no �� S` IONAL ��6 IAL SITE DEVELOPMENT PLAN ERLOOK HOTEL EMARLE COUNTY, VIRGINIA MISSION: 9.11.25 SION: NO. 19.039 ADING & UTILITY PLAN =T C4 of C6 Scale: 1 • 01�ch 00� h o Scale: 1 • )*HIM VGINEERING�- PLANNING - PROJECT MANAGEMENT SH ST. 434.227.5140 TTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM IF L v JUST�SHIMP a o. 45183 NN SsJONAL ' CO�� IAL SITE DEVELOPMENT PLAN ERLOOK HOTEL EMARLE COUNTY, VIRGINIA MISSION: 9.11.25 SION: NO. 0SCAPING PLAN =T C5 of C6 19.039 C5 19, I A "STREET APPROACH SAME SURFACING (RADIUS TO 6E AS I CI � GENERAL NOTES .: AS MNNLINE ROADWAY (SEE NOTE 3) SHOWN ON PLAN51 u � L WHEN USED 4td CQNJUNCTION WITH STANDARD CC-3 - - - - , _ � �,. _ ,_, � [RADIUS TO BE AS SHOWN ON PLANS) OR CG-7, THE CURB FACE ON THS STANDARD IS TO BE ADJtJ5TE0 t0 MATCH THE MOUNTA�E CURB CC-2 OR CC-8 CONFIGURATION. % 2. SEE STANDARD CG-12 FOR CU1IM RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. �IISEE w - r FLOWNLI. L�NPAveD SF+PDE FLOW LINE- 3. MAINLINE PAYEMENT SHALL 1E CGNSTRUCTED TO THE N RIW LINE (EXCEPT.ANY 5VBGRAI)E STABILIZATION - ----�, - - REQUIRED FOR MAINLINE. PAVEMENT WHICH CAN BE 1-11 ANSIG EXPANSION OMITTED 1N THE ENTRANCE.) ,JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTFP SHALL HOT BE CONSTRUCTED BEYOND THE RJW -INL- NOTE: WIDTH "B` 2'-0" OR AS c� MNNLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES SHOWN ON TYPICAL SECTION A -I - PLAN VIEW ENTRANCE NOTES 5., WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNNG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAJNLJNE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS tO' PARABOLIC CURVE (ENTRANCE D'NLYI WITHIN THE LIMITS OF THE RADI SHOULD BE EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8 X MAX. D SLOF=E GRANGE 19 _ � � � a INCREASED TO 7".(SEE CG-13) 6. PLANS ARE TO INDICATE: WHEN CONSTIILICT" OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAf E ACF1055 M"L;NE ROADWAY _ - - - - - - - - -_ NOTE 7) THE ENTRANCE, D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES SLOPE CHANGE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE O TABLE, THESE VALUES ARE NOT APPLICABLE TO STREu CONNECTIQNS, 5' wt. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B. WHEN CG-11 IS USED FOR STREET COMFCTIONS, THE M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. 'CONNECTION MUST BE ;DESIGNED IN ACCORDANCE WITH AA'SHTO POLICY AND THE APPLICABLE AEOUIREMENTS SECTION A - A THEOAD DESIGN OFES ALUE REEQUiREMEENTS, STOPPING TCE AND 9, WARPING 4" PCAI*N Lf GUUTTER* O PROVIDDEE RWE QRAMAGE 2" B ACROSS THE tNTER5ECTION- ALLOWABLE ENTRANCE GRADE CHANGES CLASS 01-E-5.1 y y. a • ° e CONCRETE , SECTION C-C ENTRANCE VOLLIIME GRADE CHANGE °0" DESIRABLE MAXIMUM HIGI1 I MDTt£ THAN 1500 VPD D X 3 X MEDIUM 500.1500 VPD 43X 5X LOW LESS tHAN 500 VPD 561 8 NOTE: ALLOWABLE ENTRANCE GRAPE TABLE ES NOT APPLICABLE TO STREET CONNECTIONS SPECfCATION XVEX:rr REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STA!'aOARDS 5D2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 1 203.04 CG-12 A PERMISSIBLE CONSTRUCTION #5 DOWELS, 8" LONG JOINT 4'-0' 0 12" C-C 4,� MIN. tv 8' B 0:1 ^! 10:1 MAX j B 2' TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS A TYPICAL DESIGN BACK OF CURB 12"1 MAX. 48:1 MAX. 20: 1 SECTION A -A MIN: PERMISSIBLE CONSTRUCTION JOINT .SECTION B-B e NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL J BE PROVIDED WITHIN THE MARKED 3 CROSSWALK AREA. (n a Y �0 f� U CROSSWALK ALTERATIONS 0� OSSWAL'K TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION DIAGONAL VARIATION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 �FICAnON � CG-12 DETECTABLE WARNING SURFACE 02 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A CG-12 GENERAL NOTES; 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. '7:TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED T CENTER TO CENTER ALONG iv BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1I/z'. 12`7> 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7- CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE ; ,1 AX HYDRANTS, DROP INLETS, ETC. ACCESSIBLt ROUTES PROVIDE A 6ONTIN000S UNOBSTRUCTED STABLE, FIRM *0 SLIP RESISTANT PATH CONNECTING ALL 12:1 ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5 AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT ) ( 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. �1 �y N E�7R E AT )Y.X , SAME AS TOP OF CURB 9. ACCOMDATERTHE TU NCKREOUREMENT,S OF /JrT�PATED HEAVYADTIRUCK�T TYPE C TRRRRAAAAFFFFFFFFIC, REFER TO ST DM CG 13, C RCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CO ETE DEPTH. 10. WHEN CURB RAPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" TRUNCATED DOME C C O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OOOOOT- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- - N v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 V LV 02" Tp 0 0 0 0 0 0 0 0 O Q 0 0 0 0 O� SOY - 65Y OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oil I UP UIAML ILK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. LI MITS PAY TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACEsKCMTM REV.7/05 GENERAL NOTES 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 40 60 2" R D • 6" CG-6 1 NOTES: I. 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 OF THE VDOT ROAD DESIGN MANUAL. P D D G C _ - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-D" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" 15 MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 8" VDOT 21A Compacted Stone Under Curb SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A --w7 PERMISSIBLE CONST. 5' MIN. JOINT " I A NIO SEESHEET1OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 BACK OF CUR 'M ' 48: 20 11 4 , 1 MAX- 2' MIN. SECTION A -A NOTE-. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 10 6 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. 4. 1211 M Y 2-=N l AT )K , 2" HIGHER THAN \\ EDGE OF PAVEMENT AT)K)K, SAME AS TOP OF CURB 201.03 1 THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE SPECFlCATON RFFOiENCE REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 02 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 05 DOWELS, 8" LONG Aj /--PERMISSIBLE AT 12" C-C tCONSTRUCTION 5' MIN. JOINT 12:1 MAX 4;1 ? 12:1 MAX b 6 2' �� B RAMP Y a (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 3 (n (n 0 4 Of 5'-0" MIN U = SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1 MAX 20 :1 48 1 MAX-n n II CROSSWALK 2'MIN.� SECTION A -A TYPICAL PLACEMENT II AT INTERSECTION WITHIN CROSSWALK ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 1 14 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 5' MIN A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK CROSSWALK WITHIN THE MARKED CROSSWALK AREA SPECIFICATION IIE KE CG-12 DETECTABLE WARNING SURFACE 05 TYPE B (PARALLEL) APPLICATION REV.7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 DI-3A, 3B, 3C FOR DETAILS OF INLET EXPANSION KEYED JOINT CONST. BARS D JOINT ^ iAir"& BACK •SIDEWALK SEE • I•'I IC-2, w BARS C !� • rrrrrrrrrrrr. wr. I ,•• FACE •CRACK 11 • GUTTER CONTROL• III I BAR 'C SUBBASE 2„ HARDWARE CLOTH z N + BARS F I WEEP HOLE. o I SEE NOTE 8 STEPS.'SE NOTE 5 8" 2'_ 8., 18-- - 4'-0" SECTION A -A KEYED CONST. JOINT L-VARIABLE -MAX. 20' WARP 2'-0" 8" 2'-6" B ED 8" 3'•0" 2 2'-10" APP OACH GUTTER TARS A GUTTER -- N B S G I I BARS F BARS E L� B N ro *3" DIAMETER - - BARS E WEEP HOLE FRONT ELEVATION BARS F 8" 1'-8" B.. BARS B - - - - - J (GUTTER REMOVED) 11/4„ 3' _ 0„ 8 L�q 8 5XI/q" BENT PLATE SECTION B-B a•, R 21 TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS, .�(;'� L2/2"X2%2"X1/•" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CG-6 STANDARDS, TYPE A TYPE B %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/p" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ . -APPR. PAVEMENT DI-3A LDI-38 L DI-3C L WARPED PAVEMENT I.� LOW FLOW F�Ow 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL 1V DOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE; MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 4' 7 3,000 PSI CONCRETE 4' ? VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYP CAL SIDEWALK SECTION_ C7 Not To Scale 2" OF SM?9.5A SUPERPAVE 0000000000000000 _ _ _ _ _I 6' ? VDOT #21A BASESTONE I I II I I I II I I I II I I I II I I I I� COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21 A COMPACTED SUBGRADE MIN. CBR--6.0 Tn RG GIr-I n \/r-D1G1Gn 3 Dum ster Pad Detai C7 Not To Scale HIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM NLTH DA v JUST �SHIMP > I� o. 45183 � K w� l "810NAL li G INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2019.11.25 REVISION: SITE DETAILS FILE NO. SITE DETAILS SHEET C6 of C6 19.039 C6