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HomeMy WebLinkAboutSUB201900024 Plan - Approved 2019-09-06LEGEND EXIST NEW DESCRIPTION 165 TC x 125 TC TOP OF CURB ELEVATION 165 X 125 SPOT ELEVATION 165 TW X 125 TW TOP OF WALL ELEVATION 165BW X 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD RD ROOF DRAIN SEWER LINE s'w 6"w WATER LINE GAS GAS GAS LINE OHE OHE OVERHEAD ELECTRIC WIRE UGE UGE UNDERGROUND ELECTRIC OHT OHT OVERHEAD TELEPHONE LINE UGT UGT UNDERGROUND TELEPHONE LINE PROPERTY LINE - - - - ADJACENT PROPERTY LINE - - - - - VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK El A DRAIN INLET (DI) 0 ❑A 0 STORM/SANITARY MANHOLE C [ PLUG ®"" WATER VALVE & BOX 46- FIRE HYDRANT ® ®M WATER METER ♦ 0 LIGHT POLE UTILITY POLE ---- SANITARY EASEMENT - - -- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT �^ TREE LINE FENCE -_--_- - - - - STREAM 312 12 INTERVAL CONTOUR 300- oo INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER a CONCRETE PAVEMENT / a- SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE EN /FN CG-12 6 & HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ROAD PLAN FOR FAN OF5 COINER 5U15 201900024 TMP 07800-00-00-005AO, TMP 07800-00-00-005E305 TIVIP 07600-00-00-005EO5 ff TMP 07800-00-00-056G RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 7"=1,000' LOCURI CROV. 41. a Oardei7 ruwe Park 711PlilRIOPa Shopping !Gen ler'in fit; 4,`'�� J O: a Meade Park F �lmx Pit S143p FResLaurant f T aLV�ozI" GarNlax Grans l'uod Asa V L 0VERLOOK Cf)hppnS r r i R IMAGE PROVIDED BY GOOGLE MAPS 1HEET INDEX C I - COVER 5HEET C2 - PROEEER5 * BOUNDARY LAYOUT EXHIBIT C3 - EX15TING CONDITIONS C4 - 51TE * UTILITY LAYOUT C5 - LAN D5CAP1 NG PLAN CG - PANTOP5 CORNER WAY PLAN C7 - TRAVELWAY B PLAN RTE 20 WL CRO551 NG PROI=1 LE C8 - 51GHT D15TANCE PROFILE5 C9 - VDOT DETAILS C 10 - 5AN . 5EWER PROFI LE5 * DETAI L5 CI I - STORM 5EWER PROI=1 LE5 C 1 2 - WATER * LANDSCAPE DETAILS C 13 - MOT PLAN C 14 - ACCE55 MANAGEMENT EXCEPTION GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (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 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 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat 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 otherwise 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 AND 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. OWNER / DEVELOPER Pantops Corner, LC. Pantops, LC. 12704 Crimson Ct Ste. 101 12704 Crimson Ct Ste. 101 Henrico VA, 23233 Henrico VA, 23233 ZONING TMP 78-5A, 5B, 5C, 5E HC - Highway Commercial, EC - Entrance Corridor -Potions are within Managed Steep Slopes Overlay District TMP 78-58G1 HC - Highway Commercial, EC - Entrance Corridor Per Approved ZMA 2013-00002. Proffers dated November 26, 2013. ZMA approval date by Board of Supervisors, December 11, 2013. -Within the FH Flood Hazard Overlay District -Portions are within Managed and Preserved Steep Slopes Overlay District SOURCE OF TITLE Tax Map 78, Parcel 5A, 5B & 58G1: DB 4358 PG 684 DB 5147 PG 228-229 PLAT Tax Map 78 Parcel 5E: DB 2976 PG 576 DB 5147 PG 228-229 PLAT Tax Map 78 Parcel 5C: DB 4873 PG 577 DB 5147 PG 228-229 PLAT MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Field survey provided by Roger W. Ray & Associates, Inc. on March 23, 2018. Updated XY data on October 16, 2018. Datum for topography NAVD88. PROPOSED USE New 122 Room Hotel and Proffered Access Road BUILDING HEIGHT Maximum: 65' SETBACKS Front minimum = 10 FT from right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. Front maximum = 30 FT from right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. Side/Rear lots zoned Highway Commercial = primary structure shall be constructed and separated in accordance with the current edition of the Building Code. No maximum Side/Rear setback. Hotel complies with stepback front requirement. For each story that begins above 40 FT in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 FT. Off-street parking and loading setbacks Minimum off-street parking/loading front setback = 10 feet from any public street right-of-way. Minimum off-street parking/loading setback side and rear setbacks = no off=street parking or loading space shall be located closer than 20 feet to the district boundary. EXISTING USE Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on Existing Conditions Sheet PARKING Required parking: Hotel: 1 space per room. 122 rooms = 122 spaces Provided parking: Hotel: 122 spaces Loading Space: Area/Pull-up under canopy will serve as Loading Space TRIP GENERATION Pantops Corner Way AM PM Daily Use Description ITE Qty in out Total in out Total Hotel 310 122 rooms 36 30 66 44 32 76 488 Retail 851 4,350SF 34 34 69 27 26 53.5 660 Gas Station 960 18 Pumps 252 252 504 208 208 416 4608 Self Storage 151 82,429 SF 8 8 16 8 8 16 1 124 Total 322 317 655 279 266 562 1 5880 CONCURRENT PLANS Plans which require road plan approval: SDP 201900008, SDP 201900013, SDP 201800089, Plans which are concurrent with road plan: WPO 201800088 LAND USE SCHEDULE EXISTING Area % Ex. Buildings 4783 SF 1.8 Ex. Pavement 8503 SF 3.2 Open space 252,430 SF 95.0% Total= 265,716 SF (6.10 ac.) PROPOSED Area % New Buildings 15,393 SF 5.8% New Pavement 81,270 SF 30.6% New Sidewalk 14,649 SF 5.5% Open space 154,404 SF 58.1% Total= 265,716 SF (6.10 ac.) Total Impervious Area = 111,312 SF (41.9%) *Please note .08 Ac. (3553 SF) of land will be ROW dedication along RTE 250. WATERSHEDS This site lies within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100-year flood plain. FIRE CODE REQUIREMENT A Knox Box is required. Owner shall contact the office of the Albemarle County Fire Marshal for location. 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. The approval of Road Plans is only for those elements within the ROW and access easements and for the utilities associated with the roads. Approval of road plan does not grant approval of the entire site plan. 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. APPROVED by the Albemarle County Community Development Department Date 9 / 6 / 19 File SUB20190024 PLTH v JUSTIN M. SHIMP Lic. No. 45183 _ IONAL _ I TMP 78-5K / DETTOR, JAMES OR PEGGY / DB 3713 PG 419 CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 57°40'35" 220.00 221.46 121.14 212.23 S43°35'10"E C2 15°05'31 " 220.00 57.95 29.14 57.78 S07°12'07"E C3 1*12'01 1392.40 29.17 14.58 29.17 N34°38'56"E LINE BEARING DISTANCE L1 S72°25'28"E 37.99' L2 N89°36'59"W 17.96' L3 N00°01'00"E 3.45' L4 S89°25'16"W 27.07' L5 N54°58'43"E 20.22' L6 N57°02'20"E 1.78' TMP 78-6 MALLOY VII— IRICHMOND RD LLC DB 5090 PG 504 I 15' TEM� GRADING ESMT DB 4 53 PG 473-486 / APPROX. LOCATION 16.5' ESMT /OODPLAIN FOR AMERICAN TELEPHONETELEGRAPH CO.OF VA 100 YR,F (D.B.986-364)-------------------------- ----- IRON /'/BFE=342.0'------------------- IRON �` 920.90' FOUND --------------- S01°18'04"E SET (2013) / L6 DAM U! ; 3IS RON VOOT IRON 6 CAP UND�s FOUND (2014) � v► Ar% O \ 6 76, \ \ \ VDOT \, IRON & CAP FOUND (2014) 487.67' I � I I I I PROPOSED � � icv I I INTERPARCEL IN I I I TMP 78-58G1 CONNECTION ACCESS ESMT I I PANTOPS CORNER LC w = I I DB 4358 PG 684 �0')I I 2.68 AC I I I REVISED TMP �C'0' o I I 78-58G1 2.88 AC EXISTING I I I I I I I BOUNDARY TBR 1 � I I I I I � � PROPOSED BOUNDARY TMP 78-5A PANTOPS CORNER LC DB 4358 PG 684 2.19 AC REVISED TMP 78— 5A 1.78 AC 433.23' APPROX. LOCATION 17' UTILITY ESMT FOR VEPCO & ACSA (D.B.1129-261 & HWY.P.B.X1-89 THRU 93) PROPOSED VDOT ROW DEDICATION PROPOSED BOUNDARY � PROPOSED L'BOUNDARY ROPOSED PRIVATE ROAD ACCESS ESMT NAIL- - — — — — — — — — — —[PROPOSED — — — — — — — SET IRON II I II /, SET EXISTING -- - EXISTING BOUNDARY TBR S00° 0'39"W 375.73' UNDARY T-BR� -- -- -- -- rR-ON BO- SE139.33' .40' I - - - - - ET ROAD A ----- �'--------------------- EX. ROW I I / TMP 78-5E N TMP 78-5B I / PROPOSED PROPOSED NAIL PANTOPS LC I PRIVATE ROAD i PANTOPS CORNER LC PRIVATE ROAD FOUND I I PROPOSED G� / / DB 5147 PG 228 ACCESS ESMT DB 5147 PG 228 ACCESS ESMT (2013) I I PRIVATE ROAD , / 1.10 AC 00 0.58 AC ACCESS ESMT / / REVISED TMP o' IRON I I / P / PROPOSED PROPOSED 0o L VDOT EXISTING REVISED TMP FOUND I / � P9 / BOUNDARY 78-5E 1.11 AC BOUNDARY zr12.19' IRON 6 CAP I �0 / BOUNDARY 78-5B 0.71 AC (2013) FOUND (2015) I I TBR I EXISTING / EXISTING 18. 0' I BOUNDARY TBR BOUNDARY TBR — — / IRON — idflfifl5'fl3°'E— -�21-1�' — — — — — -- RON I / 11 SET FOUND FUND I PROPOSED (2)16) (20 PRIVATE ROAD = 1- I ( 013) ACCESS ESMT 01000 / TEMP. CONSTRUCTION ESMT b, Lo TMP 78— 5E RON �06°49'42„ E 66.41' DB °a5147 PG 228 00 O� SET ^ NOO'27'56"E 226.17' z I PANTOPS LC 9 M .88' I DB 5147 PG 228 Ib— — — —_ _ _ _ _ _ _ _ _ SET IFN r ROPOSED TMP 7 —5C I V ESMT FLOW 128 STONY LI \� =ACCESS — POINT LLC I ,�� — — — — — — IDB 5147 G 228 I� I L O APPROVED PROFFERS � I I I I I Tax Map 78 Parcel 58G1 was rezoned to Highway Commercial per ZMA 2013-00002. - S — — — — — — — — — — � The approved proffer statement is as follows: \ 1. Interconnectivity. Contemporaneously with, and as part of, frontage improvements along \ Stony Point Road (Rt. 20) required in connection with any subdivision plat or site plan OT for the Property, the Owner shall construct a private road from Stony Point Road (Rt. IRO 6 CA I f 20) across the Property to and across TMP 78-5A to U.S. Route 250, as labeled Road ND 013 I r -; "A" on Exhibit C-1. The location, alignment and design of Road "A" may be adjusted \ I with approval of the County Engineer. The Owner shall record an easement for the Road "A' be WINDING �� � L-------� — — — private road granting right of public passage over which shall recorded — — — — — — — — — — — prior to the request for the first Certificate of Occupancy for the Property. An access RIVER` \ - easement to TMP 78— 6 shall be provided subject to an agreement between the LANE **A respective owners to share the cost of maintenance and construction for shared portions of Road "A". 2. No Certificate of Occupancy until Road "A" is complete. The Owner shall not request a Certificate of Occupancy for any building on the Property until the private road \ connection between U.S. Route 250 and Route 20 is completed along with entrance improvements as required by the Virginia Department of Transportation. Construction of Road "A" shall be deemed complete when the County Engineer determines the roadway \ is safe and convenient for traffic. The location of the private road connections may vary in accordance with entrance guidelines provided by the Virginia Department of Transportation. r 3. Route 20 Widenina. The Owner shall not request a Certificate of Occupancy for any building on the Property until the Owner has constructed a second north bound lane on Route 20 along the frontage of the Property such that two full north bound lanes are provided on Route 20 from its intersection with U.S. Route 250 to the intersection of Road "A" and Route 20. NOTE: PANTOPS CORNER WAY IS ROAD "A" AND HAS BEEN DESIGNED TO SATISFY THE CONDITIONS OF THE PROFFERS. BOUNDARY ADJUSTMENT NOTE BOUNDARY LINES SHOWN IN GRAY TO BE ADJUSTED. SINCE FINAL BOUNDARY IS RELEVANT TO SITE & ROAD DESIGN, FINAL BOUNDARIES ARE SHOWN IN TYPICAL PLAN SHEETS. IL ND 13) EX. ROW 0 0 O O 0 LO I as _ ao r') m� 0 Of N�cNvMo�3 LLJ 3: LO � J aoLf)F- � N O N I Q O m X o�om m O O � U EX. ROW PROPOSED VDOT ROW DEDICATION U NAIL 6 CAP FOUND � (2013) �PLTH Q41 � v JUSTIN M. SHIMP Lic. No. 45183 _ IONAL _ '• • 40 80 120 ■ ■ ■ ■ ■ Scale: 4• 1.3 -338.09 ' 15" CONC. PIPE ' DI-3C TOP=341.20 INV IN (SM)=337.56 INV IN =337.3fi8Wn P 7 8— 5 K INV OUT=337.71 IVI q\ <� �8' v4 `PVC\ TO 50.12 INV IN= 7.39 INV OU .53 TREE REMOVAL ` PRESERVED SLOPES ` REQUIRED TO GRAD IN �� \ EN FROM RTE 2 I \ I 41 } M � � WINDING RIVER LANE // I FIBER-OPTIC CABLE MARKER 40 0 4• i• 120 3 I 3 I 3 I I 3 TMP 78-6 MALLOY VII— 3 I IRICHMOND RD LLC I nR �nan p(-- Ana I APPROX. LOCATION 17' --\ Yr Jd�lYiiiY��SP'+i ■■■■■■■■■■■■■■■■■■■ a e■_■ ROO O O O O v� II rn \\ L I -ROUTE` \ SIGN TO'— Q M N BE MOVED 3 Oml� 0 Of �X 2 N�Nm�3 o_coa� L Lj Lo >- N \ � Ld :C �Jr':ry vv .Qmco2 o L �� a,Cq N N QmX O��m n* m ,714' DI-3B TBRO >: 'FOP\393.6 O.. _ INV. APPROX :2 389.5 v Fy DEMO SIDEWALK, CURB, GUTTER, & INLET IN BOLD. •AIRPORT SIGN TO BE MOVED \390_ J rIX SIN 8 COMIN)IM-38 10' p-3B TOP -M.6 MV APPROX 377.8 v/ L \ IX SIR 8-IP , (-EX. 8' DI -A T P-3713 1W INV IN APPROX 388.0 15 NV IN APPROX 387.1 18' NV OUT APPROX 387.1 N j II II II II II / I / I I I I I I I I I � / 41 \ 41 M M �PLTH Q41 � v JUSTIN M. SHIMP Lic. No. 45183 1-6 04 _ IONAL _ APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA (D_13.986-364) - - - - i GY � 100 YR ,�CUUD FPLAIN �/B E=342.0'� RIP RAPMPROVE EX. RIP RAP WITH CLASS \ I RIP -RAP i NEW 30' SWM ESMT i Al \ A2 Q 0 C) 0 0 0 co 6 w aW . rq w., W w� z � o °� w� z w�F \vim O �y N IUHM __-------------- I. N Q DPE STD---------------F --- R15.0' TRAVELWAY B J > 18' H _ _ - _ _ i Ie NEW ACCESS N V x „ w i (n W r ----- or---- i ESMT FiA J B------� - -I---------- \ I ! S �, J NEW 20' SHA e° a TRA ELWAY B PIVATE D NAG o i NE I ACCESS ESMT z w ESMT SWM ICCESS i ' NEW SWM I I ip p ESMT ACCESS ESMT w ~, w < 0 i I CG-12B 1 � Q 0 II B5 i I'cri R25.0' w � 0) °.1 o NEW SWM I \ \ I 12' TURN LANE & w I I 2' GRASS STRIP Q NEW BOUNDARY J OP 1 w I \ F 105�ORM l I S I CD NOTE: RELOCATED J p I a 5.0 ROUTE SIGN 0 �PLTH O� a RADII SHOWN ARE w NEW 20' SHARED 37.0' c� ~ �� I i i FOR FACE OF CURB. I PRIVATE DRAINAGE i \ " HDPE STOR Q O ESMT f p �- � 4 30" PP I I r - --- I - B6 B7 I' o 0o M J I I I a CG 1 UNDERGROU D DETENTIOw O BEGIN REVERSE REVISED TM P _� UO JUSTIN M. SHIMP I f�: i 1 96" CMP. I V= 54.0. I V �Lj GUTTER 7 8- 5 A 1.7 8 A C RELOCATED Lic. No. 45183 I I REVISED TM P I a I _ _ _ _ o' � w w u„ CHU POLE Wp_ L L EMBED IN # 7 STONE. I I I i A4 - I 8- 58G1 2.88 A Q 1 I R 8. 0' ti �SSIONAL I I I - ---- J STOP SIGN M D V G-11 \ I STREET SIGN T ACE. I 1 I I L CG-12 6" SAN LAT. ® 8% CG-12B NEW PRIVATE ROAD G OUT \ _ _ _ _ _ _ _ _ ° REVERSE SLEEVED UNDER WALL. ACCESS ESMT R45. CTED. A5 GUTTER NEW BOUNDARY CAP INV=384.80 NEW 20' SHARED NEW 20' ACSA ° ° I -7 CG-12B NEW VARIABLE PRIVATE DRAINAGE NEW BOUNDARY UTIL. ESMT NEW 20' ACSA � L C EX. I L rrr WATERSERVICEESMT CG-12B'30.0'�CG-12B D ROAT TRAVELWAY B NEW WIDTH ACSA 25 MP UTIL. ESMT N I .VERA ACCESS TIL. ESMT Q 0 SIGN p° R2 -1 LID o 0' v I NEW PRIVATE ROAD ACCESS ESMT R 45.NE �90. '' 2 F �`< i cn o STOP SIGN &I -I BEGIN REVERSE GUTTER PLANTING STRIP FH PLANTING TRIP o NTABLE FIREDIP S REE GN _ 5'° SIDE ALK ' E LINE a 1�25.0 R25.0' � a R113.0' ,7 • i CG-3) O -a I S D WALK p 4" MOUNTABLE • ° D o � � cn o P PANTOPS CORNER WAY - CURB 1iI E 20' ACSJ FS Al2 CG-6 - LCG-3 p " N 0 0 b NEW 2" Tp EW BOUNDARY LE WIDTH 3 5� 4" SAN R3.0' 8 x ENEW V.W SHARE UTIL. ESM / p SDR-26SAN. ° c c o u� PRIVATE DRAINAGE A COMPOUND STOP c,� GV PRIVATEROAD GV 49.0 T ° ie ` l o a c� ; > cn ESMT I WM VAULT R Q`� _ _w -w -w -w -w -w 25.Ow -w w -w -w -w �yy w -w W -w -w �w -w 25 Q' w w LATw -w w ,-w -w va e° �I N � = � o ��� W R30.0' �y� 8 x4" 8 DIP WL 8"x6" GV# 8 x4" 21 L o o CG - - R68. 2. a� q �� 90 i 25 MPH / a �IDf4N4t�#° - -��- - - - - - -� _ °5 -SIDEWALK 3 18.1 o J \ W N '° � s,, BE ,�� SIG W / a PLANTING STRIP PLANTING STRIP ° � � > � 0 c� I a ADC S NEW 20' SHARED _ _ o °' 'P� DRAINAGE ESMT - - - - - - - - - - - - - - - - OP S A 25 MPH R Q I s ° �� / y NEW VARIABLE S ;_N 1 NEW VARIABLE NEW PRIVATE Q WIDTH ACSA ROAD ACCESS �:°•: cn \ w a / WIDTH ACSA c� o �W-� G / UTIL. ESMT ESMT 4" CAPPED Q ,/ A9 ,� � j UTIL. ESMT NEW PRIVATE ROADJ DI WATER i� �41 CAPPED ACCESS ESMT SERVICE NEW 11'x6' CG 12C I I "NEW VARIABLE Q \� 6 3 4" DI WATER s, MONUMENT 6, rn A \ / SERVICE SIGN ESMT WIDTH ACSA �i SA p G O� 0 0 0 (D 0 AO NOTE: y a) CV cV CV cV cV l UTIL. ESMT AT STORM STRUCTURES as 0 CV co CV 0-) (0 0' A9Z, A11 A, A11 B, & [T� o 7 cv � CV CV / a� SERVICE CONNECTION: A11C BY OTHERS WITH o RELOCATED I `~ o co o ^ Co 4" GV 4" PLUG FUTURE PARCEL 5B & �� AIRPORT SIG o 0I. 0 \ 1 s�9 \� � I �� oR F o � REVISED TM P 5E DEVELOPMENT. REVISED TM P &POVERLAY h� 2" COPPER THREADED �,/ %0, \ I O S�I BY INTO PLUG 7 8 5 E 1.11 A C NOTE: RS A9Z MONUMENT SIGN a') `v\yam �61D j LAT� LOCATIONS SHOWN FOR cn 7 8- 5 B 0. 71 A C 2' GRASS STRIP \ \,(w a , 5W VARIABLE REFERENCE ONLY. SIGNS Q,�" REQUIRE A SEPARATE 11E 11 CONNECT TO - UTIL. I r OQF �/ �Q UTIL.HESMTA APPLICATION AND 15 HDPE STORM BY OTHERS ti� / �, �'��j APPROVAL PROCESS O O EX. SIDEWALK O \CQ \ \I A7 �A�, / / / �'\ ---- P- - - - - - - - - - Ln CN C� \ \ LLJ Q I Z NEW PRIVATE NEW PRIVATE 45 / ROAD ACCESS NEW BOUNDARY TM P 7 8 - 5 R I 0 \ �F ROAD ACCESS O ESMT ESMT a Q PANTOPS LC DB 5147 PG 228 S� STOP SIG \ \ STREET G \ SIGN ALK \ CO ECT TO Y�'c -12 C4 ro 25 MPH \ EX. SI W/ \ \ / / TEMP. CONSTRUCTION ESMT \ WP-2 3 JJJ I DB 5147 PG 228 I I I I I J� \ �QVERLA \ N W 11'x6' TgM P 7 5 G I I z \ ��\ A S °F� 3 �IGNUESMT MENT FLOW VV 128 STONY r- L D \\ \ � 4 NEW 20' ACSA _ POINT L L C I 0 \ ND / UTIL. ESMT - - DB 5147 G 228 VI \ 12\ \ \ VDEN C C NCE 12 I \ \OVA W ONNECT TO I \ \ \ 4 �s�� SpE� \SIDEWALK I - -- I I -------------- LL J ��F 140 SF-91GH-_f�- Z VERLA DISTANCE WP-2 L � JACK AND BORE -7-7\ � o 6 \ LF WATERLINE UNDER I I Q \ RTE 20. PROVIDE \ \ CROSSING PER ACSA41 n \ \ \ ETAIL TD-36. EX. 20' ACSA I I I LL \ C2 \4f SAN. ESMT W \ 90. DB 2867 PG 81 I M . H . m 1 \\ I I p J WINDING RIVER LANE � �\ gtiT, "�� Date \ �"T°A�� `AFT North 02/08/2019 FNTRcoF T \ \ \q\F�, o C Scale \ P \ \ 8•1 "= 30' \ \ Sq 8 & lb\ \ \ \ A. SF�F 30 0 30 60 90 Sheet No. \ \o R C 4 OF 14 Scale: 1 "=30' File No. 12.025 MALLOY VII- IRICHMOND RD LAC DB 5090 PG 504 I 15' TEMP. GRADING ESMT DB 4553 PG 473-486 STUB -OUT FOR FUTURE CONNECTION G-12B APPROX. LOCATION 17' _ _UTILITY ESMT FOR EPCO_ - - ' 61 & CONNECT TO � HWY.P.B.X1-89 THRU 93) EX. SIDEWALK i < Ico -----'NI - — -- — W 20' SHA10 -- — -- —- - —- ---- 8---------- P IVATE D NAG ' 100 RIP , ESMT P SWM CCESS ' NEW SWM I I i 0 ESMT \,I RAP ' ACCESS ESMT \ `i i NEW 30'- I SWM ESMT NE� SWM I I � OO EST I i --- -- FULL LANDSCAPE PLAN FOR TMP 78-5A BY i © I 4q ' ` (3) Rc OTHERS. SEE SDP201900013 WAWA AT PANTOPS I NEW 20' SHARED - I I PRIVATE DRAINAGE' ESMT 0 (6) MP g ■ ■ I I r — ----, I (6) RC\ \ L C OL Ia \ I ----� cq W w (5) MP PLTH 0� I 0 J. U W (5) RC I �o o JUSTIN M. SHIMP � (6) MP Lic. No. 45183 \ \ I (6) RC NEW 20' SHARED NEW 20' ACSA I NEW VARIABLE PRIVATE DRAINAGE UTIL. ESMT NEW 20' ACSA / 3 WIDTH ACSA (4) MP RC ESMT UTIL ESMT I TIL. ESMT XF ® T / O sIONAL ■■ svwn��ra.Irlo Yivo� 7 \Ord►dllrA6,11►rdr�R�I►7�.'trt�i�llrA1,1���L�t_Iti�f ��_GA6uArA,a�_� Imp � �►a�- a'��+��. ��� s \. ' '- �� �. ■ ♦ / �, ',,�. � � � �ol:� .��i=�� i� W-� \\ M1 1 , 46' L�\ �11�♦ � \ 0 i NEW VARIA LE WIDTH ACSA UTIL. ESMT NEW VARIABLE 0 WIDTH ACSA UTIL. ESMT ° \ I 000 s V W ARIABLE \ H ACSA \ \ \ I UTIL. ESMT \ \ �•v s \ / TREE PROTECTION' \ FENCING \ ' \ ...... ' \ \ \ \ — ------------- — TMP 7 —5C � r- NEW 20' ACSA / P I N T L � UTIL. ES — — — — _ IDB 147 G 2 8 I 140 J H-T— \ DISTANCE SMT \ EX. 20' ACSA I \ \ SAN. ESMT \ \ \ \ DB 2867 PG 81 I \ PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 22 35 570 12540 0 Large Deciduous Tree Ulmus americana cvs. 'Valley Forge' American Elm 2.5 21 25 397 8337 Large Deciduous Tree Quercus phellos Willow Oak 2.5" 1 20 370 370 Rhododendron Broadleaved Evergreen Rhododendron w 2' Ht. 56 3 0 0 on plans) \ Broadleaved Evergreen Shrub Morelia pensylvanica Northern Bayberry ("MP" 2' Ht. 51 6 24 1224 on plans) Total: 44 TOTAL 21247 TREES LANDSCAPING REQUIRED: INTERIOR STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO ROAD 880 LF NEW STREET/40 = 22 X 2 (EACH SIDE) = 44 REQUIRED: 44 LARGE SHADE TREES PROVIDED: 44 LARGE SHADE TREES 13 OF THESE TREES ON TMP 78-5A SHALL BE SUPPLIED AS PART OF SDP201900013 WAWA AT PANTOPS. PROVIDE SHRUBS ON TMP 78-5A AS SHOWN. SHRUB NAMES ARE ABBREVIATED. RHODODENDRON CATAWBA: "RC" NORTHERN BAYBERRY: "MP" NOTES: 1. Contractor to apply 4' diameter by 2-5" mulch bedding around all proposed trees, and mulch bedding around shrubs. 2. All other landscaped areas shall be sodded. 3. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 4. All new planting shown on the plan will be completed after road construction to avoid tree planting damage. Planting must be completed prior to the issuance of the CO for the building on parcel 58G1. 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. • • 30 .• •• Scale: 1 • 1 v 1 v V A \ vv V A W 5' I V AV A // // R TE SIGN I I I I v d ---3 V � \ \ 5ov v v A 200 ( \vvv / / i / I I ��I z \ �X \L ro ----, \ \\ 8300 I \\` \\\� I / I I I gl ° I N o \ N = (� m / \ \ \ \\ \ I \ I r \ \\ 8 so \ \ 66 B7 \ \\ \ I LEGEND: / I I II I I1 I o O a ESMT / - -v \ \ \ \ G 1 \ \ \ LP -LOW POINT I I - 1I I I 0 1 \ �l I / I \ CV \ w � Lh � � \ � � BEGIN REVERSE '9p \ � \ � - \ \ \ \ � w Q � 1 1 \ / HP=HIGH POINT - J I I I I -- \ � V � 00 � 65 D� \ \ 7 - \ I \ ° 81 \ 81 1 V �, X GUTTER o, / I I I TC=TOP OF CURB I I I I v I V 3� `V A l l / EP=EDGE OF PAVEMENT / �ELIOCATED / I W I \ \ \ I oo \ N R 1 0' \ 1 _ / / 0 U P LE I 196 _ J J \ \ _ - M / � cP \ BG-BOTTOM OF GUTTER P ° I MILL � 81 � \ 36p, A A \ � � � v � � � � I I v �_% r � V � � � v � A \ V I NOTE: / / I I / I I � / 0 LAY .� Q m O Z \ \ I \ \ so \ I IQ \ \ JI \ 1 I I RADII SHOWN ARE / - - I I / I ' I \ - Q L ~ / / / I \ FOR FACE OF CURB. / I \� { �_� a 7 \ V A \ 1 A \ 180 --� I \v TOP SIGN R18.0 V ` A I l Q CV O /STREET SIGN N // CG/-12B NEW PRIVATE ROAD / I m \ \\ I I I I 50 - \ \ REVEf�SE °° i J ACCESS ESMT / / R45.0' Q O • X \\\ \\\\\ \ \ \ I I I I I p$O b• \\ so° 0� \ \ \ Ln GUTT R X oo NEW BOUNDARY ��� ��i \ / / \ 5 \ 0 \ 83 4\ - i so NEW OUNDARY m \ \\ \ \\ \\ \ \ \\ I �I I I I I � L \\ \ - -- - - r�i i� // \\ CG-12B�3 0'�CG 12B / 25 MPH \ / II 100 9A TRAVELWA B NEW n �aa - _ - - - - - _ _ / \ Q / I SIGN 2 / / R2 % \ / A\CCE I,I _50--- --- _ so I 3/ Z C) NEW PRIVATE ROAD AC ES ESM1 R45.0' 95 ----- - �4 _ _ _ NEW / 90 - s I `° P„ v O I I v I - - -/- P BG F NTABLE \ 10 I ST SIGN & �. NTING STRIP 2 p - 94 PLA TING RIP ° R113.0 -3) N � \ \ I "� 00 REVERSE U 9 ° . a FHA � i 80 8020 \ 8p \\ 20 ST�EE SIGNI 5 SIDE LK . \ 82 /I �, P 0 R25.0' 25.0' 96 �' S1D WALK 4" MOUNTABLE s41 D -) \ \ \ \ \ \ \ / Al2 14+00 \ J CG-6 PANTOPS CORN W - CURB (CG-sl � \ / \ \ \ NE BOUNDARY - - ABLE WI 13P+0025 I / \ 96 I _ R3. \ A9 1 i STO o� \ BAR �', v w P 9�.1 w �w Tw - 2�0 w w w�� b 3%.w w -w -w -w - -w�HP w w w%w -w +�OEP 1 H b, _,_ \\ W W � W - - �R68.O� 7 20 \ \ \ \ 25 MP1 W W i o 5' IDEWALK a P 5' m IDEWAL�C j8 N \ \ . •t1P\� / \° ° SIGgO w� I - -P TING STRIP \ \ ° \° PLAN ING STRIP oo 77:qT / ° fd�W PRIVATE IGN UO \ \ \ \ V � �� � �� �"�v � NEW PIkIV ROAD � _ v V // - - - - - ° . 2 �> _4C&E-S ESMT v r - - NEW MLN I G-12C _ / I � v � MONU1v1ENT •� Sa\V A A V \ \ \ V Av v / ��/ Q '�`L' ��6 l �� --� v > --SIGN ESMT 88 \ I / �� _V 'p/ \ V A V A\ \ \ p \ \ .l \/ \V ao \ vv I v-- AIRPOR IG� i3 3 NOTE: v v - - - - / WP-2 MIL-L-- Y 6'J\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 6 �� \ \ \ - _ - - I STORM STRUCTURES \ \ - - - - \ & OVERLAY \ v V v \ \ v v \ 1 \ A9Z, A11 A, A11 B, & s - ---- -- ,S, A11 C BY OTHERS WITH \ \ - I 1 �O �� O vv vvvvv vv vv vv vv 77 8 ,5 / A v v v �Co� v --------------1 FUTURE PARCEL 5B & v \ - 2' GRASS STRIP,' 5E DEVELOPMENT. v \ _ _ - �LL� -------- 88 - ----------- CONNECTrc BW - - - - - -- 1------- --- _ \\ \\ - 90 EX. SIDEWALK3 81 8 �, �� �- �\ -----_ -�� NOTE: ® - MONUMENT SIGN 59.0' ACCESS EASEMENT \ \ \ \ \ � � �� ��;' � \ � � \ - I � _ _ LOCATIONS SHOWN FOR \\ A \ \ \ REFERENCE ONLY. SIGNS REQUIRE A SEPARATE 6.5' 5. 0' 2.5' 19.5' 10.5' 2.5' 5.0' 7.5' ---�' North PLANTING C L PLANTING APPLICATION AND \ �� - I m APPROVAL PROCESS \\ STRIP STRIP N PRI'ATEJ - - - Irv- -370 \ \ \ \ \ 36 EW P IVATE �7 i 5g RO ACCESS \ - -NE-W BOUNDARY I o � \ \ \\ ?'7 \ - l = \ 30 0 30 60 90 �. ROAR AC S �4 - -ESMT \\ \� o \\ 2.0% 2.0% ESNI� a , \ � --- 2.0% 2.0% -� \ ca le: 1 =30 SIDEWALK SIDEWALK CG-6 - - BY OTHERS \ 0\ NE TO . \ \ \ ST G 11 Yi6 0_25 MPH 8.0" VDOT #21AJI L2.0" SM-9.5A \ EX. SI \ WALK G 2 C4 3 ° \ I COMPACTED SUBGRADE V5.0"BM-25.OA \ / _SIGGN \\\ _ I PANTOPS CORNER WAY PLAN � - \ \ MIN CBR=10 �OVERLA 5490 3 NEW 11'x6\ \\ I I I C6 SCALE: 1"=30' 2 ROAD SECTION STA. 10+00 - 10+50 A S \\ \ 40.48,E MOGNUMENT \ \\ \`J \I r-I I q6�)NOT TO SCALE 49.0' ACCESS EASEMENT 49.0' ACCESS EASEMENT CAL CL8.5' 5. 0' 2.59.0, ........10.52.5' 5. 0' 7.5' \ \ \\ I I I PLANTING PLANTING PLANTING PLANTING STRIP STRIP STRIP STRIP 41 £ 28 I I 2 M� GENERAL CONSTRUCTION NOTES FOR STREETS 415 410 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 405 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. An additional three (3) 400 copies of the test results shall be submitted to VDOT prior to placement of pavement to ensure adequate design. If a subgrade soil CBR of 6 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 395 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 390 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall 385 conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. 380 Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for 375 Uniform Traffic Control Devices, the Virginia Supplement, and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the 370 developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 365 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 360 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with 355 a VDOT or County inspector present. 350 345 0.00, �/ A I I I 7 _ CONNECT TO �i I I 2.0% 2.0% 2.00% 2.0% 4X. SIDEWALK _ _-- ` I A355.61' I _-- 2.0% 2.0% - 2.0% 2.0% _ ` \ \ 1 �0 S R280.00' I SIDEWALK -- - _ SIDEWALK SIDEWALK --__ - - SIDEWALK DICTA CE ESMT I I CG-6J _ - --- _-- BY OTHERS CG-6 - _;-*2.0" BY OTHERS L �<� I I I D72°46'07' -A 6 I \ \ I I I J 2.0" SM-9.5A J SM-9.5A -360- � � I I �• � I 8.0" VDOT #21 A � 8.0" VDOT #21 A COMPACTED SUBGRADE 5.0" BM-25.OA COMPACTED SUBGRADE 1�5.0" BM-25.OA \ \ I I I MIN CBR=10 MIN CBR=10 \ C2 1 3 ROAD SECTION STA. 10+50 - 13+50 4 ROAD SECTION STA. 13+50 - 17+00 C6 NOT TO SCALE q6,)NOT TO SCALE • - ������ �� . h�� . IRA. f�lr"I<•71i���� r7 `i■ IN IN, ■ i�'1A�i�l�� !WC■'.�:GeL•� mono �����© it • ::��� PROEM= - . ■ FA �_ �_Is�- - ��i�r3��� ._ _ � � -Ili.• ■ �i1���■ ��yl►�lfii�� - /- -may` .. � /-� ' - � �.. ���■eta �� - �1!��� i7h:�t•��E�G� � r �i��i•7 IL - �:, I V T V V L.L I V T J V PANTOPS CORNER WAY PROF LE HORIZ: 1 "=30' VERT: 1'=10' 415 410 405 400 395 390 385 380 375 370 365 360 355 350 �45 1 /rt 0 N 0 a) N N Q w J I J (� > I V) W F_F- (A t-- Q 0 W J o' N Q I rn 0 PLTH v JUSTIN M. SHIMP Lic. No. 45183 _ TONAL _ Date 02/08/2019 Scale 1 "= 30' Sheet No. C6 OF 14 File No. 12.025 PIPES BY OTHER INLETS BY OTHER GENERAL CONSTRUCTION NOTES FOR STREETS 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. An additional three (3) copies of the test results shall be submitted to VDOT prior to placement of pavement to ensure adequate design. If a subgrade soil CBR of 6 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, the Virginia Supplement, and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. LD-229 Storm Drain Design Computations Pantops Corner From To Catch. Runoff Increment Accum. Total Total Total Up Down Pipe Invert Pipe Pipe Velocity Flow time Structure Structure Area Coef AC AC TOC Intensity Flow Invert Invert Length Slope Diameter Capacity Increment (ac) (min) (in/hr) (cfs) Elev. Elev. (ft) % (in) (cfs) (ft/s) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 D2 Dl* 1.66 0.69 1.15 1.15 5.00 6.81 7.86 390.20 389.70 34.31 1.46% 15 8.5 7.8 0.07 A13 Al2 0.67 0.83 0.56 0.56 5.00 6.81 3.82 385.50 378.00 107.73 6.96% 15 18.9 12.3 0.15 Al2 All 0.07 0.74 0.05 0.61 5.15 6.77 4.15 377.80 376.20 40.74 3.93% 15 14.3 10.3 0.07 A11C A11 B 0.14 0.83 0.12 0.12 5.00 6.81 0.79 383.00 381.70 102.00 1.27% 15 7.9 4.1 0.41 A 11 B A 11 A 0.24 0.77 0.18 0.30 5.41 6.69 2.01 331.50 380.20 85.59 1. 52% 15 9.3 6.4 0.22 A1'IA All 0.00 0.00 0.00 0.30 5.64 6.63 1.99 380.00 376.20 124.03 3.06% 15 12.2 1 0.29 All A 10 0.34 0.81 0.27 0.89 5.21 6.75 5.99 376.00 373.70 69.94 3. 29% 18 18.8 10.0 0.12 A10 A9 0.06 0.78 0.04 0.93 5.33 6.72 6.25 373.50 363.00 95.30 11.02% 18 38.7 17.7 0.09 ASIA A9 0.27 0.79 0.21 0.21 5.00 6.81 1.43 370.00 363.00 49.97 14.01 % 15 26.2 11.4 0.07 A9Z _ A9Y 0.40 0.89 0.35 _ 0.35 5.00 6.81 2.40 365.30 363.60 13.14 12.94% 12 13.7 r 12.9 0.02 A9Y A9 0.12 1 0.73 10.09 0.44 5.02 6.81 2.99 362.90 362.50 22.21 1.80% 15 9.4 6.8 0.05 A9 A8 0.25 0.68 0.17 1.75 5.07 6.79 11.89 362.30 360.60 45.30 3.75% 18 22.0 9.4 0.08 A8 A7 0.091 0.53 0.05 1.80 5.15 6.77 12.17 360.40 359.70 67.88 1.03% 24 24.9 8.2 0.14 A7 A6 0.00 0.00 0.00 1.80 5.29 6.73 1 12.10 359.50 357.90 153.65 1.04% 24 25.0 8.2 0.31 A6 A5 0.31 0.85 0.26 2.06 5.60 6.64 13.69 ' 357.70 356.90 72.05 1.11 % , 24 25.7 8.4 0.14 A4 A3 _ _ _ 11.71 354.00 352.13 15.92 11.75% 30 152.3 r 18.4 0.01 A3 A2 * 11.71 350.93 348.71 54.10 4.10% 30 90.0 12.7 0.07 A2 Al 11.71 340.52 340.00 20.24 2.57% 30 71.7 10.7 0.03 JL B7 B6 ' B6 B5 1.17 0.04 0.78 0.82 0.92 0.04 0.92 0.95 5.00 6.81 ' 5.05 6.80 6.23 6.46 ' 378.50 377.80 378.00 376.20 25.00 134.79 2.00% 1.19% I 15 15 9.9 7.6 8.5 7.0 0.05 0.32 B5 B4 0.32 0.75 0.24 1.19 5.37 6.71 7.99 376.00 375.50 24.90 2.01 % 18 16.2 9.1 0.05 B4 B3 0.00 1 0.00 0.00 1.19 5.42 6.69 7.98 375.30 372.70 100.38 2.59% 18 18.4 10.0 0.17 B3 B2 0.16 0.66 0.11 1.30 5.58 6.65 8.63 372.50 363.20 145.91 6.37% 18 28.7 14.2 0.17 B2 B1 0.59 1 0.86 0.51 1.81 5.75 6.60 11.91 363.00 359.00 40.28 9.93% 18 35.9 18.2 0.04 B 1 A B 1 0.40 0.71 0.28 0.28 5.00 6.81 1.94 361.50 359.00 19.80 12.63% 15 24.9 12.0 0.03 - L C4 C3 0.16 0.56 0.09 0.09 5.00 6.81 0.61 350.11 349.53 59.18 0.98% 15 7.0 3.4 0.29 C3 C2 0.34 0.59 0.20 0.29 5.29 6.73 1.98 349.33 348.66 67.51 0.99% 15 7.0 4.2 , 0.27 C2 EX. Cl 0.67 0.78 0.52 0.52 5.56 6.65 3.43 348.46 347.80 112.83 0.58% 15 5.3 3.4 0.55 MA "Ex. Storm Sewer Downstream D1 is adequate. See Rte 250 LD-347 NOTE: INLETS A9Z, A1113, & A11C, ALONG WITH ASSOCIATED PIPES A9Z-A9Y, A11 C-A11 B, A11B-A11A, & A11A-All, SHALL BE BUILT WITH FUTURE OUTPARCEL DEVELOPMENT AND ARE SHOWN FOR REFERENCE ONLY. THIS SECTION OF THE STORM SYSTEM DOES NOT CONVEY RUNOFF FROM THE PANTOPS CORNER WAY PRIVATE STREET AND SHOULD BE REVIEWED WITH THE FUTURE FINAL SITE PLANS FOR TMP 78-513 & 78-5E. Pantops Corner LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only E M T (D -o M T z Q N N a)z Q p O N U +� N v s CL ) O 4- U ST f_ X L V -O U f_ M 2 N U v H ai > �M N Q 4- W a) C �' m Q _ Q -p (n U U 0' U c d a U .2! 0 11- (D (n 0 U 6 2 1 2 3 4 5 1 6 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 (ft) (ac) I I I (in/hr) I (cfs) I (cfs) I (cfs) I 1 ('/') ('/') ('/') (ft) I (ft) I (cfs) I (cfs) I (ft) I (ft) I (ft) D2 DI-313 10 1.66 0.69 1.15 4.0 4.62 0.00 4.62 0.013 0.030 0.020 0.08 0.27 0.5 0.54 7.57 7.5 8.65 0.00 8.65 0.41 0.5 0.82 14.60 A13 DI-313 8 0.08 0.76 0.06 4.0 0.24 0.00 0.24 0.013 0.061 0.020 0.08 1.20 0.14 100.0% 0.24 0.00 1 7.5 0.45 0.00 0.45 1 1.52 0.15 95.9% 0.43 0.02 Al2 DI-313 8 0.07 0.74 0.05 4.0 0.21 0.00 0.21 0.013 0.061 0.020 0.08 1.14 0.14 100.0% 0.21 0.00 7.5 0.39 0.02 0.40 0.08 1 A5 0.15 100.0% 0.39 0.00 A11C DI-313 4 0.14 0.83 0.12 4.0 0.46 0.00 0.46 0.013 0.061 0.020 0.08 0.09 0.5 0.18 3.10 7.5 0.87 0.00 0.87 0.08 0.14 0.5 0.27 3.97 A11 B DI-313 8 0.24 0.77 0.18 4.0 0.74 0.00 0.74 0.013 0.061 0.020 0.08 0.09 0.5 0.18 5.00 7.5 1.38 0.00 1.38 0.08 0.14 0.5 0.28 6.32 All DI-3B 14 0.34 0.81 0.27 4.0 1.10 0.00 1.10 0.013 0.061 0 0.020 0.08 2.29 0 0.17 100.0% 1.10 0.00 7.5 2.06 0.00 2.06 4.28 0.21 100.0% �_ 2.06 0.00 A0 DI-3B 10 0.06 0.78 0.04 4.0 0.18 0.00 0.18 0.013 1 0.067 0.020 0.08 1.02 r 0.14 100.0% 0.18 0.00 7.5 0.33 0.00 0.33 1.30 0.15 100.0% 0.33 0.00 A9A ` DI-313 10 0.27 0.79 0.21 4.0 0.84 0.00 0.84 0.013 0.020 0.020 0.08 0.18 0.5 0.37 3.20 A9Z DI-3C 0.40 0.89 0.35 7.5 4.0 1.57 1.41 0.00 0.00 1.57 1.41 0.0131� 0.13TJ 0.020 0.08 0.23 0.16 0.5 0.5 1 0.45 0.32 I 5.22 2.00 A9Y DI-3B 0.12 0.73 0.09 7.5 4.0 2.64 0.35 0.00 0.00 2.64 0.35 0.013 0.133J 0.020 0.08 1.17 0.14 100.0°% � 0.35 0.00 0.24 0.5 0.48 4.76 7.5 0.66 0.00 0.66 1 A8 0.15 100.0% 0.66 0.00 A9 DI-313 12 0.25 0.68 0.17 4.0 0.68 0.00 0.68 0.013 0.133 0.020 0.08 1.50 0.15 100.0% 0.68 0.00 A8 DI-3B 11�10 0.09 0.53 0.05 7.5 4.0 1.28 0.19 0.00 0.00 1.28 0.19 0.013 1 0.133 0.020 0.08 1.90 0.93 0.16 0.14 95.8% 100.0% ! 1.22 fi 0.19 0.05 0.00 A6 DI-313 0.31 0.85 0.26 7.5 4.0 0.36 1.05 0.05 0.00 0.41 1.05 0.013j� 0.015 0.040 - 1.24 4.08 0.15 0.16 100.0% 100.0% 0.41 r 1.05 0.00 0.00 7.5 1.97 0.00 1.97 5.17 0.21 100.0% r 1.97 0.00 B1A '� DI-3B 10 0.40 0.71 0.28 4.0 1.14 0.00 1.14 0.013 0.040 0.020 0.08 0.19 0.5 0.38 1.55 1 1 1 7.5 2.13 2.13 � I 0.23 0.5 0.47 3.50 137 * DI-313 10 0.17 0.61 0.10 4.0 0.40 0.00 0.40 0.020 0.08 1.36 0.15 100.0% 0.40 0.00 7.5 0.76 0.00 0.76 1.76 0.16 100.0% 0.76 0.00 136 DI-313 10 0.04 0.82 0.04 4.0 0.14 0.00 0.14 0.013 0.073 0.020 0.08 0.93 0.14 100.0% 0.14 0.00 BM* DI-313 10 0.32 0.75 � 0.24 7.5 0.27 0.00 0.80 � 0.27 0.96 0 0.013 � 0.016 0.020 0.08 1.18 0.14 100.0% 0.27 0.00 0.20 0.5 0.40 � � 97 �.0 0.00 1.80 � 0.24 0.5 0.48 6.09 133 DI-313 10 0.16 0.66 0.11 4.0 0.43 0.00 0.43 0.013 0.040 0.020 0.08 4.26 0.09 100.0% 0.43 0.00 1 7.5 0.80 0.00 0.80 1 5.39 0.11 100.0% 0.80 0.00 132 DI-313 10 0.59 0.86 0.51 4.0 2.03 0.00 2.03 0.013 0.040 0.020 0.08 T 0 0.21 0.5 0.42 4.55 7.5 3.80 0.00 3.80 0.25 0.5 0.51 6.72 I � � 1 C4 DI-313 10 0.16 0.56 0.09 4.0 0.36 0.00 0.36 0.013 0.040 0.020 0.08 1.47 0.15 100.0% 0.36 0.00 1 7.5 0.67 0.00 0.67 1.85 0.16 100.0% 0.67 0.00 C3 DI-31B 10 0.34 0.59 0.20 4.0 0.82 0.20 1.02 0.013 0.040 0.020 0.08 2.70 0.17 100.0% 1.02 0.00 7.5 1.54 1.11 2.65 5.83 0.24 85.4% 2.26 0.39 C2 EX. DI-31B 80 0.67 0.78 0.52 4.0 2.06 0.00 2.06 0.013 0.020 0.020 0.08 5.85 0.25 90.1 % 1.86 0.20 r 7.5 3.87 0.00 3.87 8.11 0.30 71.3% I 2.76 1.11 Postdev 8-20P EX. DI-313 10 0.43 0.74 0.32 4.0 1.28 0.00 1.28 0.013 0.030 0.020 0.08 3.88 0.20 100.0% 1.28 0.00 7.5 2.40 0.00 2.40 1 5.99 0.24 100.0% 2.40 0.00 410 405 400 395 390 385 380 375 TRAVELWAY B PLAN C 7 SCALE: 1 "=30' i 15' TEMP./ GRADING ESMT �DB � 4553 PG 473-486 f 7 I • • 30 •• •• .- • .. CONNECTION 15 MPH DESIGN SPEED AADT=2300 1"=30' HORIZONTAL • �.� ■ F-W�F�� sp-imGs�a m��mmoss- r•WE�■t� 370 10+00 370 365 360 355 350 345 340 10+50 SIDEWALK-/ CG-6 11 +00 11 +50 2 TRAVELWAY B PROF LE C7 HORIZ: 1 "=30' VERT: 1'=10' 8.0" VDOT #21A3 COMPACTED SUBGRADE MIN CBR=10 L2.0" SM-9.5A 4.0" 3M-25.0A DEWALK 2 TRAVELWAY B SECT ON C7 NOT TO SCALE 12+00 ��t�:�a»= r.�y:�a►u�ar�si� �_ ■ • 7� _ •• � , • -��1�G\Ii�S�IA.A�.7.1I��lla'1'G\IiGUl11 • _ nar_v�aaaa _ T W 10+00 "' 10+50 11+00 11+50 0 � o -�[0 0 a�Q WATERL NE PROH LE: ROUTE 20 CROSS NC HORIZ: 1"=30' VERT: 1'=10' 370 365 360 355 350 345 12 AP 410 405 400 395 390 385 380 375 12+50 0 �LTH OP G O � v JUSTIN M. SHIMP Lic. No. 45183 O �' 4�SSIONAL ' �O j I I IIII i t I • � ww I I I I I I I I I I I I I I \ I n I I I I I I � I I I III II I � � II I II II 1 II II II \ �v 111 I I i 420 415 410 405 400 395 390 38 A � y0 Sm >z rD I ------------ - - - J I I I I i ---------_-----------------------_ — — —� - - - - - __ --- �� p-O-°- - - - - - - ----------- -- - - - - - - — A w—w—w—w—w—w—w- -w — — —w—w— —w—w—w—w—w—w—w—w—w—w— NE 565' SIGHT DISTANCE LEFT / I RTE 250 i/ SPEED LIMIT: 45 MPH RIOHMOND ROAD, VARIABLE WIDTH ROW„ AADT=40,000 (D.B.1416-492,D.B.1135-622,D.B.341-591, D.B.229-567,H'WY.P.B.XII-121, I I HWY.P.B.XI-120 THRUM 124,& HWY.P.B.II-14) \ \ I I I I I i \ 50 0 50 100 150 ROUTE 250 SIGHT DISTANCE FEET q,i,. 1"—min' SCALE: 1"= 16+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 2 RTE 250 SDE PROFILE C8 HORIZ: 1"=50' VERT: 1'=10' F O, \ r • � as — ?8'2s 20 pZ J j' 370 365 360 355 350 345 340 33 a SPEED LIMIT. 35 MP 'r T / / ROUTE 20 SIGHT DISTANCE SCALE: 1 "=50' 16+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 4 RTE 20 SIGHT DISTANCE PROFILE C8 HORIZ: 1"=50' VERT: 1'=10' PLTH 0�, � v JUSTIN M. SHIMP Lic. No. 45183 _ IONAL _ •5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C CONSTRUCTION 5' JOINT 12:1 MAX ;jMI 12:1 MAX B 2'i B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :1 MAX 20 :1 II 48 :1 I• V MIN.+! SECTION A -A II ERMISSIBLE CONSTRUCTION JOINT o SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE SEE SHEET 1 OF 4. Y � 3 U) (N O 0 n CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION �I 12 MAX. 5' MIN ROADWAY GRADE MINIMUM RAMP LENGTH IN FEET IN PERCENT ON 4" CURB 6" CURB A 4' SQUARE LANDING AREA x OUTSIDE OF TRAVELWAY H V SHALL BE PROVIDED FOR CROSSWA'L• K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA O 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SKCMATM REFERENCE CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 PERMISSIBLE A CONSTRUCTION #5 DOWELS, 8" LONG JOINT (0 12" C-C 4, a� MINx. 8' 0:1 ^j 10:1 B MAX B TRUNCATED DOMES SEE SHEET 10F 4 FOR DETAILS A TYPICAL DESIGN 8.-0.. 4,_0„ BACK OF CURB 12`1 MAX. 48:1 MAX. 20: 1 SECTION A -A �2' MIN ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1 OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL y BE PROVIDED WITHIN �3 MARKEDTHE CROSSWALK A AREi N y N (n 0 Q JJ =O �� U U (n to CROSSWALK C SSWJK TYPICAL PLACEMENT OSSWAL� TYPICAL PLACEMENT DIAGONAL VARIATION AT INTERSECTION AT INTERSECTION 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. SEEN REFFERENCERENCECG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION cG-12 WP 2 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. 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. IAN 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG 12A MAX BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1l/2'. 12`1 M'AX- y 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 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS L UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -�� 1217 A ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5¢,u ** AND USED BY PEDESTRIANS. S3"-- 8. 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 AT ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPIGGM� COpANCRETE SIDE ALK IS 4" �M(�•EINCTK$ tHEN THE ENTRANCE RADII CANNOT TYPE C TRA-F�,REFERTE TTO ST DARD CG-113, COMMERCFIALL ENTRANCE ED F(HEAVYTRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE 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 1.8" - 2.4" TRUNCATED DOME C-C O O 0 0 0 0 0 O O 0 0 0 0 O O O O O O O O O O O O O ? 0 0 0 O O O O O O O 0 O 0 O O_ + N U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,0 0 U 0 N 02" 000 00 000 0000000 507 - 65Y OF BASE DIAMETER O O O O O O O O 0 0 0 0 0 0 0 2 ij 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4" VARIABLE BASE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL S OF 4 SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACESPECFICATIDN L 05 REV.7/O6 GENERAL NOTESvo 203.06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 02 CG-12 A E� I PERMISSIBLE COAST. 5' MIN. JOINT I L I In A EJ TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 5'-0" BACK OF CUR{ 12 ' 1 48, 1 MA) 20 48:1 2' MIN. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 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 1 5 10 6 7 14 7 1 13 15 8 1 15 1 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. u Y 3 In cn U= 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. 5 M1 12:1 M yf ��•' )K)K 2 l AT X , 2" HIGHER THAN EDGE OF PAVEMENT AT*)K, SAME AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINNG BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. I CG-12 DETECTABLE WARNING SURFACE NEW 7/OS REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 203.OSA 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A, 3B, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS I BI: I (RADIUS TO B8 AS I OI ¢` = STREET APPROACH SAME SURFACING GENERAL NOTES SHOWN ON PLANS) AS MAINLINE ROADWAY (SEE NOTE 31 t WHEN USED IN CON-aiNCTION WITH STANDARD CG-3 - - - - - - - - - t.(RADIUS TO BE AS - `I SHOWN ON PLANS) OR CG•7, THE CURB FACE ON TAMS STANDARD IS TO BE ADJUSTED TO MATC'Ni THE MOUNtW_LE CURB CO-2 OR CG-8 L C01NF1GURATION_ IEEE NOTE) 2. SEE 5tANHDARD CG•12 POR CURB RAMP DESIGN TO BE $ - -' - -SIDEWALK SIDEWALx USED WITH THIS STANDARD_ (SEE u I NOTE 5) OPTION& UNPAVED SPACE 3. MAINLINE PAYEIIENT SHALL BE CMSTRUCTEPD TO THE FLOW UN R/W LINE fZXCEPT ANY 5UBGRADIE STAOtIZATJON _ REOU 0 FOR MANLNNFPAVEMtENT WHICH CAN BE 1.51ON EXPANSION OMITTED AN THE ENTRANCE.) JOINT I JOINT Ui I r 4, RADIAL CURB DR COMBINATION CURB AMGUTTER 5141 NOT BE CON5CRXJCTED BEYOND THL R/W LINE • i • r. tlrrrrrrrrrrrrrrrrrrrrrrrrrrrr• rrrrrrrrrrrrrrrrrrrrrrrrrrrr■ •Irrrrrrrrrrrrrrrrrrrrrrrrrrrrl �_� •��•Irrrrrrrrrrrrrrrrrrrrrrrrrrrr• IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII`�• I�I�Ya•IsySYf�• ��'� Fib • 1 1 - CG-3 12 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ® -------- EXISTING SUBBASE-------- PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL EM REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 111/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES) 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE_ 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7, FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315-05(0 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. III, • � • � � - - F•,: 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" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WIL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS T BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE ADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6. HEN THIS STANDARD IS TO BE TIED INTO EXISTING ARRIER CURB, THE TRANSITION IS 7p BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR 2„ 5„ OPENINGS. 2„ R '�. 3" 4„ .p.... I" R p', p �. �' SURFACE p SEE p• NOTE 4 e• • �.• �', BASE e.. b: . b: e. �. b% b. SUBBASE 7" 8" VDOT 21 A Compacted Stone Under Curb SPECFICATION REFERENCE STANDARD 4" CURB REV.9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECFICATION REFERENCE 502 ,IDS 502 201.02 --- - - - - - - - _ - _ I = I FLOW FLOW I FLOW ' e P_O„ 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB N01E' ALLOWABIE ENTRANCE GRADE TAi3Lf SNOT FOR USE IN SAGS WITHOUT GUTTER APPLICABLE TO 57REET CONNECTIONS BOTH SIDES TO BE SYMMETRICAL 5PECif:CATION VII�T XVDOT SPECIFICATION REFERENCE METHOD OF TREATMENT STANDARD CURB DROP INLET REFERENCE ROAD A•D BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) SHEET 1 of 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 ,Q4,Og OS/10 JOINT - �/ GUTTER pp BAR G GUTTERR BAR, I SUBBASE _ __ __ HARDWARE z N BARS F CLOTH + I WEEP HOLE. o SEE NOTE 8 I I STEPS.'SE NOTE 5 8" 8" 2'-8" 4'- SECTION A -A NOTE: WIDTH "B- 2'•O" OR A5 L-0 MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES_ KEYED CONST. JOINT SHOWN ON TYPICAL SECTION A-,J L-VARIABLE - MAX. 20' 2 70 2 GUATRTER 2'-0.. B„ 2'-6" 8" .3- 0" 2" PLAN VIEW ENTRANCE NOTE=S � N B BARS A TTERCH GU 5. WHEN 13IE ENTRANCE RADII CANNOT ACCOMMOOATE THE TURMNG REQUIREMEN T5 OF ANTICIPATED HEAVY TRUCK MAINLINE °' N MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS I _ _ _ _ 00 SO'PARAUCUC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE - - - - - - - - - - - - - - - - - - - - '•7 INCREASED TO 7". (SEE CG-13) B S G _t - - 9 �• EDGE OF PAVEMENr OR 81 MAX. D - - - BARS F BARS E L� �+ - EDGE AI FLOW LINE SLOtbE CHANGE - 0. PLANS ARE TO IND"CATE WHEN CONSTRUCTION OF A FLOW 1 B 00 D (SEE LINE IS REQUIRED t0 PROVIDE PO5FfNVE DRAPNAGE AGR%S I *3" DIAMETER BARS E - - - THE ENTRANCE. WEEP HOLE FRONT ELEVATION BARS F BARS e MHHLNE ROADWAY " ` - - - - - - NOTE 7) B% L(AX, - D 7, tHE DESIRABLE AND MAXIMUM ENTRANCE GRADE CJNANG£S - - - - - -(GUTTER REMOVED) 11/,,, SLOPE CHANGE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE ~ ❑ TABLE_ TI•IESE VALUES ARE HOT APPLICABLE TO STREET' CONNECTIONS- LEA 5XI/q" BENT PLATE II _ SECTION B-B 5' Mlh. 20' MINIMUM FOR COMMERC;Ar' ENTRANCE INTERSECTION NOTES B. WHEN CC-11 IS USED FOR SMEET CONNECTIONS, Tilt •` • I/q" R •.'.,• ' CONSiRUCY GRADE CfiANGE$ WItH A PARA80UC CURVE CONNECTION MUST BE DESIGNED IN ACCORDANCE WNTH TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. � , . L2%2'X21/p"X'A" AASHTO POLICY AND THE APPLICABLE REQUIREMENTS GALVANIZED OF THE VOOT ROAD DESIGN MANUAL. NCLUDING STOPPING TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B Ve X 4" STUD SHEAR CONNECTOR WELDED SECTION A y A SICK DISTANCE AND K VALUE REQLIIREMEDNTS, GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68"30' TO ANGLE IRON AT 2'C-C. 9. OPTKNNAL FLOwLNNE MAY REQUIRE WARPING 4F A CONNECTORS AND IS TO BE ANCHORED WITH 1/2' X 4" STUD SHEAR NOSE DETAILS { PORTION OF GUTTER TO PROVIDE POSIFIVE DRAINAGE WELDED TO BENT PLATE AT 2' C-C. 2„ ACROSS THE INTERSECTION_ ARPR. PAVEMENT 2 B DI-3A L DI-3B L DI-3C L WARPED PAVEMENT ALLOWABLE ENTRANCE GRADE CHANGES I~ -I CLASS A3 CONCRETE SECTION C-C ENTRANCE VOLUd(E GRADE CHANGE "O" DESMiABLF MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 )< MEDIUM 500-1500 VP0 93 X 5 X LOW LESS tHAN 5130 VhD 5e X a X 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 2" R AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 6„ 0 1 ,,_7„ D> D e D e D s D 7„ n > - - - - - - _ - - - 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 8" VDOT 21A Compacted Stone Under Curb ERENGE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION V. 9/06 201.03 2" OF SM-9.5A SUPERPAVE °°°°°°°°°°°°°°°° 6" - VDOT #21A BASESTONE 0 0 0 0 0 0 0 0 IIIII COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING AREAS Not To Scale A #5 BARS 0 8" C-C TYP. °•1 I I I I I I I 1 I �I I 30" DIAMETER I I I • - _F�� I 1 I I T-T-I 717771 I I I A #5 BARS # all C-C TYP. TT _L + •:. TT T STRUCTURE SIZE AND WALL THICKNESS VARIES PLAN y�•m CLASS A3 CONCRETE SECTION A -A SECTION B-B 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECFED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES OF ADJACENT SW fTNSLABSOSHALL BE IS' TOP INLETS WITH H12'WITH NOGHTS ASAFETY SLAB LockiD WITHITER THAN 12 FEET THE N FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER, 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. # 5 BARS # e" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. . �. ,• �y���. �. 5- ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT �IDGE ST/WDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, S� 1[R ROAD AD MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 S REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 M6.14 / SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO .�' CONTOUR OF PIPE I I I I I I �j ° SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ` SECTION A -A TRANSITION BETWEEN PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. e •° • 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. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED MID 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 / ,":; •• 1" '• UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, %•ri;•:i. ' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I �/' �:'• OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 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 %,v=r 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 SPECIFICATION REFERENCE 105 502 4" �l RADIUS 'A - -a d d SURF! a . a BASE a 7i .- f�4„2" R 6" SEE NOTE 4 •a.a - 6" 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" 0 DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) WI ORDER THAT THE BOTTO OF CURB WILL COINCIDE ITH THE TOP OF A COURSE OF THE PAVEMENTSUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN NCREASE N DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE APPENDIXEATOFFOR TT THE DOT ROAD 91E IGNI MANUAL. SURFACE BASE SUBBASE 8" VDOT 21 A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION ° °a 4" - 3,000 PSI CONCRETE ° ° °4 ° AT 28 DAYS OR STRONGER. .°°O°°O°°O°°O°°O°0o0o0 4" - VDOT #21A BASESTONE O IIIIIIIIIIIII COMPACTED SUBGRADE TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION Not To Scale V. 9/06 201.01 N 0 0) N N > W _J I J 0 > I In W H- H- (A F- Q J W 11� N Q I 0) 0 PLTH 0� � v JUSTIN M. SHIMP Lic. No. 45183 _ IONAL _ I� 1 t7 f > (,7 O_ � Q T 1 _2 cn o ^y c N E U 0 /) C O ,N N C_.) (/) L y O O 6 _j > U C d W 0) �s E a p = o O � Y w o U Cn O o Q 1= LL_ O CDCDCDO O N N N N \ � N N N O LC> CD CD CD CCD o 0000 0 k N Z V In L� 1 Z 0 U 0 W I� J Z W Q m 0 J Date 02/08/2019 Scale Sheet No. C9 OF 14 File No. 12.025 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 111111 IIII&A wL71� 11110MEN v ��v ��v v�►� �+v� IIIIIIIII IIIIIIII IN MEN IIIIIIIII IIIIIIII IN MEN IIIIIIIII IIIIIIII IN 12MEN — IIIIIIII IN MEN IIIIIIII IIIIIIII IN MEN IIIIIIII IIIIIIII IN •fib ' IN MEN IIIIIIII IIIIIIII IN w .� ■■.�^F: MEN IIIIIIII IIIIIIII IN Fs� ■ MEN IIIIIIII IIIIIIII IN - !� ■ ' MENMEN ■ © `• ■ MEN ■ — ■ INMEN IIIIIIII IN 0 MEN IIIIIIII IN 2 MEN IIIIIIII IIIIIIIIIIIN1111 IN ■ MEN MEN IIIIIIII IIIIIIII IIIIIIII - ■ MEN MEN IIIIIIII IIIIIIII IIIIIIII IIIIIIII FA- 1111111111111=11w — =ram E — _� —_— - G_i MEN fffff, �� �L■_r,,(7(1� C7 • 1/ \ u MEN 11111111 ©ham p_IMEN IIIIIIII ME MEN IIIIIIII �■ mow' ���� '• • -' MENfff� - III _—�T�q■1�ibfi� lf7F���►�' MMMM � �� - at—��1 — E►1� MEN I_ �� 111111 oil F� MEN © 11 MEN IIIIIIIGaMEN NIMINIIIIIIIII MEN IIIIMM�I MEN IIIIIIII IIIIIIIII 11111111 01 A IIIIIIIEffi IIIIIIII IIIIIIII 1EIIIIIIIIIIIIIIIII% _09II i MEN IIIIIIII IIIIIIIII I I MEN IIIIIIIII !MEN •• '_ E�f:���— / fro MEN �.1i�1/i111I■_/_ . G9 MEN — ■ �� ����1—/I ■ E3 : �� IN ONE _ INNIM IN i ■ MEN IN IN IN MEN .. .- ■ � 1 .. — ■ MEN MEN - - � �:.1:. — ■ ■ MEN �� ■ MEN E7 IN MENNMI�_MEN ■ �_ ONE IN O IN 0+00 10+50 11+00 11+50 12+00 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL ••!q MIN. 12" CLEARANCE BE PREFORMED BY "!• BETWEEN EXISTING PIPE MANUFACTURER OR ''''' AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER PLUS 6'. y 12" THICK VDOT No. 68 STONE BEDDING \` 8`x8"06" AND 4`x8"x16" SOLID CONCRETE BLOCKS CENTER W/RISER l' DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL OF STRUCTURE BEYOND BASE BEFORE FILLING THE OPENING OF SNEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING r 12" MIN. CAST -IN PLACE ti 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1—Al TD-26 12+50 13+00 13+50 14+00 14+50 SANITARY SEWER PROFILE: 1 A-5B HORIZ: 1"=30' VERT: 1'=10' JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - �10'f� 10'� hI ID' -I ' I r lJ 0 WATER SEWER 3 A Ei p of £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM �( SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG• W-1 TD-1 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �� 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". —7 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF — MAIN LINE„ SERVICE LATERAL _,rIN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA V 0 D r D Z 2 O m 11 D 27 1 /2" DIA [699mm] m 26 1/4" DIA I� [667mm] �I 90 DIA Of [50606mm] C� 28 7/16" DIA 1 1 1 [722mm] T 36" DIA �J [914mm] FRAME SECTION STREET SURFACE OR NON —PAVED AREA V-0" MAX RUBBER COATED STEEL I STEPS CAST IN PLACE , 3'-0' MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS ° 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5, FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BEFILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. •' a a ° �g 12" A FILLETED INVERT FOR A SMOOTH .e TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S—I—A TD-25 15+00 15+50 16+00 W (2) CORED PICKBARS 1 1/B" (29mm) DIA BOSS [38mm] 7" [178mm] 26" DIA 1 1 /2" [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" NEOPRENE GASKET [79mm] 5/8" [16mm] 23" DIA [584mm] 25" DIA [635mm] 7:1 O.D. OF GASKET GROOVE SECTION H w J z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-1—B 2„ BRANCH 16+50 o M.H. STEP (TYPJ e 0 F 0 6' e o 17+00 410 405 400 395 390 385 380 375 370 365 360 355 350 345 17+A40 NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS�� APPROVED FLEXIBLE RUBBER _UUSESE 5" ' GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2VERTICALLY `90• RESTRAINED BEND 'E INFLUENT ♦ ° PIPE > M. ° • MAIN SEWER q a a> q> q' a • PIPE qu PLAN 7 PROFILE MIN. 6' BEDDING WITH N0. 66 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1—C2 TD-30 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE — — BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 PLTH o� � O' v JUSTIN M. SHIMP Lic. No. 45183 IONAL _ TD-27 405 400 395 390 9 390 390 m 385 0 385 385 0 co Q 380 Q 380 380 375 375 375 370 370 370 365 365 365 M 0 360 360 360 355 355 355 350 350 10+00 10+50 11 +d50 _ 345 HORIZ: 1 "=30' VERT: 1'=10' 400 385 9 u-) 385 395 380 CO� 380 390 375 _o i,4 — a rn Q 375 385 370 Q LU ¢ u II ¢ Z N a- - 370 380 365 365 375 360 r) • rM 00 rn N � "� M 360 370 355 0 > 0 > 355 365 350 360 10+00 10+R0 355 350 STORM SEWER PROFILE: A9-A9Z HORIZ: 1 "=30' VERT: 1'=10' 385 380 375 370 365 360 355 350 _ �YCr —Vti/— VI/— VY YV \YV —vl1l—�\YG7—iti \Y■/�I _ � ■ ■ ': i���i ' � .: MCI _ � ■ ■ ■ —��_ fill _ I■ ■ ■ —��_ _ _ C��I MINI �_ �_ ■ ■ ■ i ���_ ����� .- rr�i_I Ili MMINIINIIN: _ I INIMI — _ I IN ■ ■ �E3.!I ..�iW _ _ 1(�' MINI I __ MINI MINI MINIii ■ ■ •] E�•�i1��1�9�irr�l■til: ����_— ■■�I MINI- ■ .�.�... . �l__ ■■-I MINNIE Emus IN 9IMIIIIIIIIIM!I • �W : : MINIM! m _ 1 F- m IIIIIIIUII - M� -• . ■■—��'�■■��@�■■� �f@JY` - CAI �a • �' 1 � L�J ■•• ��— ■■—���■■�'�■■� �� it IIIIII _MINI .-■■- - ._ _�I .. �I _ _ ■■ 0•—�I��----III------ -- �� —I ■■ �_� 7 �i� �_ MINI - ' r, ��■■�—����r�.rrirr%��■.ate----��--�■■ �.�' • . - ININ _ ri.--■■--��—i1�1�JIl�L'��It'���t-------�■■�� IN I■■���_ #�� ■MINI III I LE I MINI FA IIIIII IIIIII _ I IFiLI� ■ ■ —� NINE - MIIIIIIIIIBMI IIIIIIIII :MINI I —� MINI _ � ■ �• ■ ■MINI —_�_IN 0 10+50 11 +00 11 +50 12+00 0 10+50 11+00 11+50 12+00 385 380 375 370 365 360 355 �a0 STORM SEWER PROFILE: B 1-B 1 A HORIZ: 1"=30' VERT: 1'=10 12+50 13+00 STORM SEWER PROFILE: A5-Al3 HORIZ: 1"=30' VERT: 1'=10' 13+50 14+00 14+50 15+00 15+50 16+00 16+50 12+50 13+00 13+50 14+00 14+50 STORM SEWER PROFILE: 31-137 HORIZ: 1 "=30' VERT: 1'=10' ®' MOM MINI. _■ �i■ _ -9�J� _■■ ��.IIIIIIffil Ili+■ 9L'! _■■ Cell 1■� _■■ Eel1111111■■11111■mmmmmmmmm IN —1■� 370 365 360 405 355 400 350 395 345 390 340 385 10 11+00 11+50 12+00 12+50 13+00 --- STORM SEWER PROFILE: C 1-C4 C11 HORIZ: 1"=30' VERT: 1'=10' 385 380 400 375 395 370 390 365 385 360 380 355 375 350 370 345 365 340 360 335 355 330 50 15+OD rw tM, V _JQ�S�AM-Si E�R7 •_ IIIMI IIIIIIIiI011 .M. �,i1'1■7►1T'1 t7 ■Y�i�YtiY ri■II� f T7.r � NINE !�Y_—•�R9F�1� Ii1f]fr�IIMIIIIIIIM- NINE .f►—�IIIIIIIII �ZIICi-�IIIIIIIII NINE i 0 skill 1 1 HORIZ: 1 "=30' VERT: 1'=10 �S�STORM SEWER PROFILE: Al -A4 HORIZ: 1 "=30' VERT: 1'=10' 385 380 375 370 E 365 360 & SIDES N FILTER DETAIL 355 350 345 340 335 330 V C a 0 0 • 405 0 [1 P 0 z 400 ^� N w 0 ^z � c� 395 w I w d Z 2 390 � O 0 w� z 385 ' 380 �F \vim O 375 q N Q w 370 w J I J_ ►� > 365 w I w w w F- F- 0 360 w � NQ I rn U 355 350 33 ��NLTH °p 17+OD45(UJUSTIN � ��� �' M. SHIMPic. No. 45183 w� _ IONAL _ SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2' 3'1' 5'0' 318' 2' 311' 5'0' 3'8' 3' 5' MIN. 10' MIN, 4' 5' MIN. 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. 0 TYPICAL METER VAULT N.T.S. FIG, W-7A TD-14 CL I 3X ROOTBALL DIAMETER DIM.r 1 TREE PLANTING DETAIL C 12 Not To Scale VARIE_ BOX _-_ TJ METER BOX ;SEE FI" W-f TH-�I,-x-7E). - 2" COPPER SIDE VIEW I ..4? RIES A' -'-TER MAIN r' FITTI''G 4" DI 4" PLUG THREADED F.OR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA_ • SERVICE LINE TO CONNECT AT MAIN WITH X"x4• TEF • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. 75' DIAMETER DRILLED IDLE FOR TOUCH READ • REFER TO HG. W-S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. JNITS, • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED 10INT. USE PLASTIC SHEETING AS TOP VIEW PROTECTION FOR BOLTS. • I)SE 2500 P-S.I. CONCRETE. 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH LARGE METER SERVICE LINE NTS FIC- W-612 1T3-12 i MCI 6" MIN. 17.5" 6" MIN. q a (22.5" FOR COMPOUND METER) a 60' 36" p a (22.5" FOR COMPOUND METER) 18 MIN. e i -0 17.5"� 37" MIN. 12" MIN. NINGNUT LOCKING ASSEMBLY 1 BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER NTS FIG. W-7C TD-16 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING FINISHED GRADE WN6111Rexe3:7_11111 CANPREWOI l . 3/^' uALE PIPE Nu;1UW: OR A RROVW EDUAL 1' TYPE ' C SCfi CO"REF FOR USE OH rTTACHEC SNLLE FnuIL, KESIDErcTIAL SERM:BS ;,k ul:sL �ElWENT1a1_ fu40"RIr,AT1CMMCEti 1-e1'.1- TEE ND SNIEA75D FITTINGS � DUAL SERVICE L 1' COMFRE5( OK x 3/1,` MALE -OF CCUpUNG CR APFIAWED SU.L 1"TYPE K, SOFT CPPPR FOR ij5E am 11ETA{pm :JIVGLE FAMILT RESIDENTIAL SE2VILE WERE hI; IF JIG•T1E"I METER IS NOT FROVOGEp. SINGLE SEAVICE `17 I SkDGLE5 SHALL BE USED WI PW r1=E -,AST IRON I10 MMI3IED GRADE 1/a aENo muPUNc WALL LET 1e OJTLEY 9 BOX �[ORPIMFTICJJ SYGF <.l :a•�'�-` .;y�,�:`:;�'i iBRrK AS NECESSARY SAND OR OUST JWDE+ Wpx AND T1ET1 (2-INCH uNwiL1 n-iD :E55) +: •"' a' 01 +4�EIE? }; alY 'F E _ �Y ,.;Yet^. :4 .'�.-"' LGNC OillhE '�.CKET. +}VTR. 9Er M:: .i: ­E�ATC k� TYPICAL SERVICE LATERAL INSTALLATICN (5/8', & 1" METERS) NTS FIG-. W-6A T�1p 9 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. ]�SHRUB PLANTING - SECTION Not To Scale PLACE 5' GALVANIZED " WITNESS " POST WITH FINISHED GRADE CAPPED EtiD-AINTED BLUE IN REMOTE AREAS AS DIRECTED- MARkER LOCATION MAY BE SUBJECT v TO HIGHWAY DEPARTMENT APPRDVAL. NOTE: HYDRANT MUST BE FINISHED GRADE RELEASE VALVE AIRVILLE EQUIPPED WITH CHARLOTTES- THREADS WHICH IS THE LOCAL STANDARD. - E GATE LENGTH OF BRANCH VARIES 'll BRASS OR BRONZE PIPE VALVE 6' MIN 2' TO 10' (270') I -1 T-IFLE TRAFFIC RATED 18"-22" / -L E BOX W! LID DRAIN TO GRADE 7 CU. FT. ALVE Box IF POSSIBLE III- #68 STONE 42"MIN 6" GATE BRICK SUPPORTS OR VALVE I SOLID CEMENT BLOCKS 8" x s" TEE CRUSHED STONE 2500 P.S.I. CONCRETE i �'r '' - BASE AND THRUST 'r"�"�' ;TE ..=L:E TYPE "K" SOFT BLOCK AGAINST COPPER UNDISTURBED STABLE SOIL. STEEL PILE - - - - - CORPORATION STOP RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. WATER LINE NOTES: NOTE --- 1 A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC ) 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 250tI P.5,1. ^^.r. ^- ETE 2'x 2' BEARING AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT a AREA, T K SHALL BE USED. ( INCLUDING DITCHES) _ .4 ¢" 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT ANDVALVE LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. BOX. 4. TH GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. p ri 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN IT IS NOT ALLOWED IN THE DITCH. ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP a _ THE MANHOLE CONE. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX {6} INCHES AF#OVE [;RAI)E AIR RELEASE VALVE (ARV) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE NTS N.T.S. FIG. W-9 NTS FIG. W-4 FlG. W-5 TD-20 TD-8 ..M_9 I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL INITIAL BACKFILL 4JMI 8" 8" MIN MIN. #68 STONE ILAR FILL AS :=:0:" .< ROVED BY ACSA A'=BLEl S01L OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL 3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4:1) to 50% (2:1 Not To Scale ti I fU ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD _ WATER MAIN VALVE C 24"MIN M UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE 4' MIEGA-LUG N ; `x.'?' MIN a" ELEVATION UNDISTURBED EARTH SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 T_ -I n- 0,25' MIN, THICKNESS 42' MIN. STEEL CASING I I x SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L I H 7 T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8„ 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS ROADWAY PAVEMENT COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS NTS FIG. W-3 TD-3 I 42' MIN. '12' CONCRETE FILL I BOTH ENDS 2'-0' 7' OR 8' I_7' ❑R 8' I 2'-0' T�1 DUCTILE IRON PIPE _ 18' ❑R 20' J❑INT OF D.I. f1 RESTRAINED JOINTS) NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL. 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERP❑INT OF PIPE J❑INT, WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. W-10 o�4�NLTH o4 1 v JUSTIN M. SHIMP IL c. No. 45183 1 w� _ IONAL _ Work Beyond the Shoulder operation (Figure TTC 1.1) MOT PLAN FOR PANTOPS CORNER Project Narrative Phase 1 shall include all work that can be completed on the Pantops Corner site without encroaching on the shoulder. Phase 2 shall include all work on the Pantops Corner site that requires shutting down the shoulder. Phase 3 shall include all work on the Pantops Corner site that requires shutting down a lane of traffic. Site Notes: 1. Signs W20-1, W9-3R, W9-2L, W4-2R, and G20-2(V) shall be mounted on posts. 2. All striping shall be painted within 24 hours of laying new pavement. 3. During Phase 2, the contractor shall maintain 11' travel lanes in both directions. 4. If edge lines are removed, a temporary edge line shall be installed. TMP General Notes 1. It is not the intent of this plan to enumerate every detail which must be considered in the construction of each stage but only to show the general features necessary to provide for proper handling of traffic. The construction techniques ultimately used by the Contractor are to be reviewed by the Engineer. The Contractor shall submit traffic control plans not expressly outlined in the Virginia Work Area Protection Manual for approval at least 30 days prior to performing the work. No deviations from the plans will be allowed without prior approval from the Engineer. 2. The phases in this sequence of construction shall be followed unless the contractor submits an alternate sequence and secures the approval of the engineer for a sequence which will both expedite construction and lessen the effect of such construction upon the traveling public. Portions of roadways in the different phases may be constructed provided they do not interfere with existing traffic flow and/or do not cause any delay in project completion. 3. Under no circumstances will concurrent construction left and right of any lane be allowed unless otherwise directed by the Engineer or shown on these plans. 4. All work is to be performed in accordance with the 2009 MUTCD, the Virginia supplement to the MUTCD, the 2011 Virginia Work Area Protection Manual (latest revision), 2007 Road and Bridge Specifications, 2008 Virginia Road and Bridge Standards, and as directed by the Engineer. MOT PLAN FOR PANTOPS CORNER Implementation Procedures 5. At the end of each day no more than 2 inches grade difference between travel lanes will be allowed during construction of the proposed roadway. 6. The clear zone is to be free of stored materials and parked equipment. See the Maintenance of Traffic Typical Sections for the required clear zone. Also, horizontal and vertical sight distances shall not be impacted by parked construction equipment. 7. All areas excavated below pavement surfaces at the conclusion of each workday shall be backfilled with aggregate base material to form an approximate 6:1 wedge against the existing pavement surface for the safety and protection of vehicular traffic as outlined within Appendix A of the Va. WAPM 2011 (latest revision). All costs for furnishing, placing, maintaining, and removing the 6:1 wedge shall be included in the price bid for other items in the contract and no additional compensation will be allowed. 8. Existing pedestrian access shall be maintained during construction. If existing condition cannot be maintained a pedestrian diversion or detour shall be installed meeting ADA requirements. 9. The contractor shall provide temporary drainage as required to prevent ponding of the water on the roadway and adjacent properties. Any temporary drainage on the project is the contractor's responsibility. The cost to install temporary drainage structures is to be included in the price bid for other items in the contract and no other compensation will be allowed. 10. The contractor shall maintain a minimum of 2 lanes 11 ft. wide, with the exception of pavement overlay operations. All lane closures to be proceeded by variable message sign notification of closure. When one lane of traffic is maintained, said lane is to be 14 ft. wide, including gutterpon. 11. All travel lanes shall be asphalt throughout construction unless otherwise approved by the Engineer. 12. Only uniformed law enforcement officers are allowed to directed traffic through an operating signal (see section 46.2-834 of Highway Laws of Virginia). Flaggers do not have the authority and shall not direct traffic through a signalized intersection. 13. When proceeding from one phase of construction to P 9 another phase, any existing or construction pavement markings that conflict with the new traffic pattern shall be eradicated and re -striped accordingly. 14. The contractor shall be responsible for maintaining any existing signs, unless otherwise advised by VDOT Engineer to remove or relocate. 15. Existing signs no longer applicable or in conflict with intended traffic control shall be removed or covered with opaque material. All other signs are to be maintained. 16. The contractor shall submit a Traffic Control Plan to the engineer for approval prior to the beginning of each phase. The Traffic Control Plan shall show all necessary traffic control devices, including signs, pavement markings and channeling devices. Public Communications Plans and Transportation Operations Plan Notes Each lane closure will be governed by the times established by the Regional Traffic Engineer and the Traffic Operations Center as shown within the contract. The contractor and VDOT are to coordinate in notifying the public of proposed Lane Closures. The process developed by the Traffic operations Center for this purpose is as follows: a. Contractor submits to the Project Manager or Designee planned lane closures for the following week by 3 P.M. on Tuesday. b. Project Manager or Designee submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitted to the Traffic Operations Center and the Culpeper District Public Affairs office by Noon on Wednesday for the following week. c. Traffic Operations Center is to review the planned lane closure schedule and return it to the Project Manager or Designee by 9 A.M. Friday. d. Contractor to update the Project Manager or Designee of planned lane closures a minimum of 24 hours in advance of proposed lane closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lane closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily during lane closures activities. f. The Culpeper District Public Affairs Office will use various media publications to announce planned lane closures. g. The contractor shall contact Traffic Operations center, (540) 332-9500, when lane closures will be placed and once they are removed. The process to notify the Regional Traffic Operations Center to place lane closure information on the 511 system and VOIS will be: a. Contractor to advise VDOT project inspector and/or Construction Manager of planned lane closures a minimum of 24 hours in advance of proposed lane closure. b. Construction Manager to advise Residency Maintenance Manager of proposed lane closure. Maint. Mgr. to have VOIS operator enter data into VOIS and also advise Smart Traffic Cneter. The following is a list of local emergency contact agencies that shall be posted in clear sight in case of emergencies: Virginia State Police (varies by project location), 911 Center - 911, Hoz-mat Center (if spill involved) - 911 Procedures to respond to traffic incident that may occur in the work zone: a. Contractor to notify Virginia State Police, VDOT Inspector in Charge and Regional Traffic Operations Center. b. Depending upon severity of incident, contractor may have to cease work. c. Upon arrival on scene, Virginia State Police to determine response necessary to allow traveling public around incident. d. Inspector to notify Construction Manager/Area Construction Engineer of incident and take pictures as necessary, especially pictures of contractor's Work Zone to verify the proper set up. Process of notification of incident to be followed is: Contractor to call: Project Maintenance of Traffic Coordinator (Inspector) Dennis Seale (VDOT) 434-531-2877 Project Manager (Construction Manager) Dino Goodman (Site Contractor) 540-872-5105 Area Construction Engineer Adam Moore (VDOT) 434-422-9782 Residency Administrator Joel DeNunzio 434-531-2846 Regional Work Zone Safety Coordinator Forester Wright 540-569-6985 Regional Traffic Engineer Jamison Strasser (VDOT) 540-829-7411 The Virginia State Police report of the incident will be reviewed by the Area Construction Engineer to determine if any modification of the Temporary Traffic Control Plan is necessary. If it is determined that it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT project personnel, VDOT traffic safety representatives and the Virginia State Police (if necessary) to discuss modifications and implementation of any improved traffic control plan. 17. All permanent pavement is to be constructed through the base course only in the initial stages. The final surface course is to be applied prior to switching traffic onto the new location or as approved by the Engineer. 18. The contractor shall review with the project engineer the final plan to maintain traffic for all phases of work. Any significant changes in Phase of Construction will require approval of the Virginia Department of Transportation (VDOT) Traffic Engineer. Minor adjustments of the maintenance of traffic plan shall be approved by the Project Engineer. 19. All signs mounted to Type III Barricades shall be crashworthy and shall be in accordance with the 2011 Virginia Work Area Protection Manual (latest revision). 20. All protective devices shall be in place to protect all signal foundations and poles prior to exposing to traffic. 21. The existing posted speed limits shall be maintained during construction unless otherwise approved by the engineer. 22. The Contractor must have at least one person certified in Work Zone Training at the Intermediate Level to design and at least one person certified at the Basic Level to install and maintain the work zone. 23. Flagging operation shall not hold traffic longer than 5 minutes without approval of the Engineer. 24. The Contractor shall provide notice to the Police, Fire, and Rescue, and the School Superintendent 48 hours in advance concerning all detours and road closures of any nature. 25. The contractor is responsible for coordinating the construction, signing and traffic management plan with other adjacent project under construction. 26. No traffic pattern switches will be allowed on Friday, Saturday, or Sunday and/or the day before a holiday or as directed by the project engineer. 27. A suitable foundation shall be provided for channelizing devices and all associated cost shall be included in the price of Group II channelizing devices. 28. The contractor shall maintain a minimum of one 11 ft. wide lane in each direction at all times, except during temporary lane closure or as directed by the Engineer. 29. All pavement markings and traffic flow arrows are schematic only. The actual location and application of pavement markings shall be made in accordance with section 512 & 704 of the applicable VDOT Road and Bridge Specifications, the MUTCD, the Virginia supplement to the MUTCD, the Road and Bridge Standards or as directed by the Engineer. Typical Traffic Control Work B&,5wnd the .Shoulder Operation. (Figure TTC-LA) NOTES Guidance: 1. The minimum distance betlreen the sign and ivork -vehicle should be 13004500' on Limited Access highwTu, and on all other roadfra.p 500'400' where the posted speed limit is greater than 45 mph. card 350'-500' where the paytE:d speed )fruited is 45 mph or less- Cl ion: 2- The ROAD WORK AHEAD (W20-I) sign maN' he replaced oath rather appropriate signs such as the SHOULDER WORK (erlt'21-5) sign. The SHOULDER WORK sign m:aN be used for work adjacent to the.. shoulder. 3. The ROAD WORK AHEAD sign may be omitted m here the t4'ork space is behind a barrier, more than 4 feet behind vertical curb ( Standard CG-2 and CCT-6) on urban roadways._ or outsidc of the clear zone for all other roa&vays. For clear zone values sec Page A-4 of Appendix A. 4- For short-term- short duration or mobile operationst. all signs and channcl'izing devices may be eliminated if a r'chicle with activated high-intcnsih amber rotating, flashing. or' oscillating lights is LLScd- .Standard: 5. %'chicle hazard warning signals shall not be used instead of the vehicle's high-inteositss amber rotating, flashing, tart oscillating lights. 1i'ehicle hazard warning siigual4 can be used to supplement bigh-intensity amber rotating;, flashing, or oscillating lights. 6. If the work ~Space is in the median of a divided highway, an advance A arning sign shall also be ]placed on the left side of the directional roadway. Typical Traffic Control Shoulder Closure trdth Barrier Operation (Figure TTC-6.1) NOTES Gudance: 1. Sign spacing should be 131904500' for Limited Access highways. Fnr all other roadwars, the sign spacing should he 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Standard: 2. On divided highways having a median Hider then 8', right and left sign assemblies shall be required. 3. Group 2 channelizing device spacing shall beat the fallowing. Location posted Spood Limit (mph) 0-35 38+ Transition SpEwing 21Y 41Y Travel Rwinq 4V lid 4. The minimum length for a shoulder taper shall be 369`t on Limited Access highways, and % 1. for all other roach ays (see Note 7 of TTC-5 for values of L). S. Bat rier nansition slope ratio shall he w follow": Spcoo Limit (mph) Slope Ratio Speed Limit (mph) Slope Ratio Speed Limit {mph) Slope Rule 70 22:1 55 17:1 40 13:1 65 20:1 50 15:1 35 it:i 60 191 45 14-1 S30 10_1 When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight -tine slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to harrier with appropriate fixed object attachment. h. Where cut slope exists. bury barrier into cut slope and provide for drainage as needed. c. Extend end of harrier until it is beyond the established clearzone (see Figure 2 on Page A- 4 in Appendix A for clear zone values). d. When barrier end is inside the established clear zone, attenuatur service Type I or Type 11 shall he used. Contact L&D Standardd%perial Design Section for approved attenuators. 7. Barrier panels 8 inches is width and 12 inches in height shall be placed on top of the concrete barrier and spaced 80' on centers along the parallel or tangent sections and 40' on centers along the transition or taper sections. Reflectorized surface shall be fluorescent orange prismatic lens sheeting. The light al the beginning of the barrier run and at the breakpoint where the barrier becomes parallel to the roadway shall he a Type B flashing light. Barrier delineators shall be installed along the traffic side of the concrete barriers in-between and at the same spacing; as the barrier panels approximately 24 inches up from the roadway surface. Olgion7 8. The barrier shown in this typical application is an example of one method that may be used to close a shoulder of a tong -term project. 9. The RIGHT SHOULDER CLOSED (W21-5aRl sizn may be eliminated from all roadways cxccot Limited Access hiF_htisays. Guidance: 10- lfdrivers cannot see a pull-offarea beyond the closed shoulder. informarron regarding the length of the .shoulder closure shall be provided in feet or miles, as appropriate. ]L An emergency pull -off area should be provided per Section 6G.18 and Temporary Tragic Control Figure TTC-8. t: Revision I - 411/3015 Typical Iraffic Control Oiaside Lane C'Zosure Operatiott on a Four -Lane: Rbndwal' (Figure ITC-16.1) NOTEa Standard: 1. On divided highways hating a median vrider than 8'.. right and left sign assemblies shall be required, Cruia�rutee: Sign spacing should be 1300'45000'fitir Limited Access h ahwass. For call other rnrnrl+r :s, the sign spacarag sPaotald be �00'-$00' wJteaae posted speed limit is greater thm 45 mph; and 3A -]00' where the posted speed Avant is 45 mph or less. 3. Care should be exorcised when establishing the limits of the work zone to insure nnimamt possible sight d--tcuxe in ca*ance of tine iramilvyt based on the posted speed limit cared er local aqucd to or greater than the velttas m Table 6H--3- For Limited Acce: s highways a mMnttart of 1000' is desired 4. .9llvehicles. ¢grriAmeru xrorlers, mid their ttivitaas shotdd be restricted to arts sidle of the prnemarit. Standard: 5. Taper Length (L) and CLannelizing Device Spacing shall be: I Taper Length (L) 5-peed Limit (rnph) Lane Width (Feet) 9 10 11 12 25 95 135 1D5 115 125 30 150 165 ' 1811 35 185 2D5 225 V245 40 240 270 295 32D 45 405 450 495 540 50 450 5D0 550 6D0 55 495 550 695 660 60 65 540 %5 6D9 669 720 650 715 780 70 630 7D0 770 640 MiNmLwn taper lengths fox Limited Access highways shall tie 1000 feet_ Shoulder Taper ='h L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0-36 36+ Transition Spacing 21Y 49' Travelway Spacing 4D' 80' Conshudion Access* 81Y 12D' * Spacing may be increased tc this distance, but shall not exceed one access per'/, mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 6. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrom board shall be used for each closed lane (see Figure TTC:-13), 7, The buffer space length shall be shomm in Table 6H-3 on Page 6H-S for the posted speed limit. & A shadoiv vehicle with either a I}pe B or C. arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crenv, When the posted speed limit is 44 mph or greater, a truck - mounted attenuatur shall be used. 9. Vehicle hazard yearning signals shall not be used instead of the vehicle's high-intensio- amber rotating. flashing, or` oscillatin_ Lights but can be used to supplement the amber rotating, flashing, or: oscillating lights. 10. When a side road intersects the highivay ;iithin the TTC zone„ additional TTC devices shfrD be placed as needed 1: Res-Aio-n 1-1 12 616 It -GK EIaGE OF PAVEMENT ��� NOTE 3 Sly -120' WORK VEHICLE Yt12D-1 SEE NOTES 2AND 3 I t Shoulder Closure with Barrier Operation (Figure TTC-6.1) G20-2 (V) 500 TRAFFIC BARRIER RARRIER PANEL SFE NOTE 7 BARRIER DELINEATOR - SEE NOTE 7 TYPE B WARNING LIGHT BARRIER PANEL SEE NOTE 7 BARRIER DELINEATOR SEE NOTE 7 SEE NOTE 5 FOR GROUP 2 DEVICE SPACING SEE NOTE 3 TYPE D / ! WARNING LIGHT ' GUARDRAIL r� SFF NnTF f, t3 RI6NT �tOU SEE NOTE 1 CL W21-5aR W 16-vp t sort x OPTIONAL (SEE w)TE 10) SEE NOTE 1 W21.5bR SEE NOTE 1 ROAd WORK '01�21) 1 Attrao Outside Lane Closure Operation on a Four -Lane Roadway (Figure ITC-16.1) SHADOW VEHICLE REQUIRED (TMA REOUIREM ENT SEE NOTE 8) SEE _ NOTE 7 SEE NOTE 5 SEE NOTES - 2&3 SEE _ NOTE 2 KEEP R4-V7L WLEFT S LE NOTE 2 Ankt LirN c�Is NEh SEE _ NOTE 2 ROkD YiORX M320-2 (V) -60' -120' ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C G n Q ILLUMINATED FLASHING AMBER ARROW Ho -",TYPE G SEE NOTES 3 & 6 0 p ®, SHOULDER TAPER SEE NOTE 5 Now_ < W4-2R 010 , ME _ eTos uae ;h'9-2L tat rcE LFT i _ tAilE ;h'9-3r, raasEo EIk t w as now RK '1'12U-1 EAD VPLTH o�, � O 5'' v JUSTIN M. SHIMP Lic. No. 45183 to E�0 4 _ IONAL _ {ttg1111a Dep� .: -L ,,, ry nr�-rl � I I rin XVDM., ACC S MANAGEMENT EXCEPTION REQUEST: AM-E Ar-C ESS MANA+'3NAENT REG GLATION-s 24 VAC30-7& SECTION 120 Fe4f.lary 2015 Submitted by: 5hfmp Engineering fate: U6/05j2019 EmallAddrso, Phone: 434-277.5140 Addre3s: 31..2 East High St Project Marne: Pantops Canter Rfe 9 US 250 l ocafity: charla#tesville aeNtrlptlan cf Proj09:t: Construction ara prlwale road servFngthe! Panlaps Comes devclapment. Develtxprnent WGftrs requires a private road that has access to Mh. Ste 20 and Rte 250. Exception Requested for'Tarrtaps CofnerWay" Partial Entran-Le on 2W - Entrance dQa: riot have requ[F-ed 3padng hum exWtngadjacentC,-oodwill {TAAP713.5Fjantrance- VDQT District: Culpiepper Area Land Use Engineer; Adorn Uloore NUTE5: (1}. 5ubmh this lorm and any attachmenis to one of the I]}strlct's Area Land line Eltglnie2�r;, (2�. 5ee 5R-ctirr 12R of the R+guta *Dni for details on the requlre-menM excegxtlarss, and Exci!ptian raqu4!Arrw r..ur pror,es.- (3}, Attach oddl:ional Information as nmsmry to fustlfy tFw rx�eplian fe�uest�s}. w. rl a tramccnglnRerins vwdy is r•quirw, the drdslon on the request wilIbe teased an VDOT engineoring Judgmert- isi- else the lD DENign €mepLien or the E-D-M Daslp Wilyar farms For dulyrt find err-9;n1v�1irry 5111n04rd4' e•dF radius, Brade, Oght tasunce. sae JINN-1L 7on VDOT wrb sh@ for addKlanal Instructions_ Select rheExcepriont-C) mag Rey-Weste+d ❑ Eueption to the shored commercial entrance requirement. {ALccess r . Reguiatl ns SlttiGr� Iri8 C.2i Rnm9on for exceptioa: F1 At. An agreement to share the entrance rould not be reached with adFairripng property ownRr- ❑ Attached: Written eVdence that adjainIrLg propefty owwngr will not share the entrance. ❑ 8. Physical crsnstraints; topography, adjacent hazardous land use, suearn, vwetlaad, other. ❑ 5pitify constmInt: ❑ Akttaehed: CocurnerrtaIJanof caristraint suchala-erial photo or tvpograph:c rnap. ❑ captltrr to the vehicular connectlon to adjoining undeveloped property requirement, (,Wc .n 120Ca) Fteasoh far exception: ❑ A. Physl:taI constraints: tap agraphyr adjacent harardQtu hand use, stream, wetland, other. L-_-1 specify constraint; ❑ Attached: Elo umentatiof1 aF constraint such a5 aerial photo or tappgraphizz map. ❑ f3. 0the rreason: T VDOT O .'tr+krlle11:3r;rnertt ttf 7ranspoR&irnrr ACCESS MANAGEMENT EXCEPTION REQIJE57: Allff_E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 February 2015 ❑ l xcepti on to the comnfiertyal entrance shall not be I acattied v4thln the fur oval a rea of an intersertina requlreMen!L (See Replatran, Stftfon 120 C. 1, AppencFa F, Rd Oalign Manlral) ❑ Attached: A ;raFfic engineeiing study d-acumenOng that the operatian of the Intenerfiar1 and public sak;y will n o t be adve rsaly i nt panted, EXCEPT'lON TO THE SPACING STANDARDS FOR: ■ LGrarnerciaf antratnces; intersections/median crossotreFS (Table 2•21; ■ Cammerrlail ent-rances/Intermcdons near interCh2mge rafnps (Talstes2.3, 2-41; or ■ [armor cWJEanM IfIgum4-0. Appendix F, Road Design ManaaI Informavon an the Exception ft"u"t 0 ❑N A STATIE MGHIPNAY Fun MwW dassWcat1an: Principal Arterral:1Z -Minor Arterial; © Collector; C] Local; Pasted speed limit; 45 mph ❑ JUSAR AN iNTFFir-HANGS FLAMP i(Submittat of a traffir engineering sturdy regvFredl ❑ CORNER CLEARANCE (5-ubmIttal of a tmfllc eng'neeringstudy required} Type of intersedlon{entrance: 5lgnalited ❑ Unsig.ni lined [Z Full Ac&E5s 0 FartiaJ Acr.,e-ss o R*qulred spacir>g distancc 3G5 Ft ?ro�pststf sgxacletg distartoe YQ6 fk Requested rixc#ptian_ Reduction in teqOred spacing _ft REAsou rOR EXCEPTION: A. To be lotted on an older, established business corrido r along a highway where eosWng vpacing did not meet the Standards prior to 7/1/08 or 1011414R. (R-egulativra5crrran 1-40C.3.c) Att�rfled: Dated aerial phr}ti? aF corridor identifying propmed entramejinterbedtltm WcVion. 0 U. blot enough prop-erty frontage to meet spacing standard, but theappilmnt dam not want a partial access right In/fight-autentrance. l5artior.>E�fl t_3.i1 Q Attached: A traffic r-rlgineering study dorumenting that InF1 lurrL mouurripnts at the entrance will not have a negative Imp -a ct tin highway operabon or salimy. ❑ C, To be Iacated within a new urbanism mixed use type development. r5enlon 1a4 C3.d) ❑ Attached: The design of th-2 deveioptr,em and aurnphran.�e witt' intersertiun sight distarx _ D. The proposed entmnce meets the signal warrants but does not meet tree signalind intersection spaclinffmndard. The appi!rant requests an exceptlan to the spaeLng stan d aid. ❑ Attached: A tra rFiC-engirp�vdng YtA that (i) oval uates the Iocetian'3 sL ItahiCity For a round about and {a; proxtd-a dmumentn inn !hat the proposed Signal M11 rwt irnpad sR Fety and tra flit flow. iSeftk n L10>-5i 2 febrUa.Fy 2015 ❑ E_ The drivelopment'Er 2n° (or additianal) entrance doers not meet the spacing standards but Is necessary for the streets to be acceptad into the sQcondary system. 15ecuun 120 C3.ei ❑ Attached; InForunabod nn th$ devL}loprn+?rst that: Oenl.ifea the± location 01 entrances. ❑ F. To be located within the #Imits of a VDOT and locality approved a ce=ess manapment cz rtidar plan. (I A=tite,d: A' Vi811 phWo ofcankl r iddttliyarq ptTx used a ntranrejinrarsectioft locati en_ isect tin CA-b) POR Vf3Dr u5 D111 L Fternmmeanh6nn nn Exmprian Rewest. Apprgnre X Denys I Date: I3 20 Area land Use Engineer or: Adam J. Moore, P.E. Name t- JL' R.ernariss: t1 Aptprnval is reoorrtmerrded bawd on the condition th$I all hilt iii and le # 41rt 1rovamen,S are phys;eally re4trictad arld a maximum I g1h of rIghl Jurn larva Is r,09 OW along the parcels frontage to ser s the property. It Is the sngl new cr redoed's respacsihlllty to enjwre flMl ft dG51pn suC--essFualy t0SNUls Rose rna4lerr Mt5. If in the latuce there is a documunled iw;,,o In consuil YAth Albemwlu Couwy p4llcG that the entrance does not accamplin INS r@ qu rtemeni, lhte Carttf3+r madlan rrttral be ex,.endscl an npprophate Ienglh at Ilia cost fll the PmPBAV owner and as acandilrarr of the ontranca permk This Is mnstswni w4h a 2004 stud} of Rating 25p recommanding median and cvnhln-mus right turn lanes. FA-reptron Rr'quvst Actia pprnved 5 ' Qe�k�f Dal `j DLstrl`ct,4dmInlstrator or arslgnee: Nam (arid pllsition if Designee) Itemarks: Dbra c on 1 L 1:�, o DEtrkt St-a#F Please email copy to B �r y �- li n{a:l�IDOT.Vlrgirda cov ROUTE 250 ENTRANCE ACCESS MANAGEMENT EXCEPTION Pebruary 2015 5ubm[ttedhV' ShlmgEngin-eering Date; 0ojELS}20l9 femallAddress: JLr�t.in[ sitiirrtC,-erginetrint?.com Phone: 434-Z27-5140 Address, 912 East High 5t Project Natne: Pantaps Corner Rte it 20 Lacallw: l}uncittesvilit: Sescriptico of Pro]-uct: Constructlon of 3 private road serving the Pantops Carnar deve•lapmerit- Devef0lMerit. proffers requlrm a private Foad Oat has a"e.m to troth Rte 20 and Me 250. Exception Requested for "Fantiops CorrnerWayw Full Entrance on 2.0 - Entrancm does not have requir" Sparing from exWirg adjacent Flow Dealershtp (TWIP 79--K) anumme, VDOT DIstflc#; Culpeppu Area Land 1AH -1 ngineer: Adam Memre mom, J*.5uhrn tthks form and any attachments 113 afif Df If,c oi7Wr6 Area i-.and Usa En;Infers. J2J. Se9 Sectlan 220 Of the Ragulerl�-rd fw details on tt+eraqukemenU. ezu!Ptknsrand am e9dan request rawiew pre m5% (31..Atlztb additional !fi Fotmaf3on Ss necemaryto Ju-may the axrrptrQn rpquestl Q. 14j- if a trafflr englnoering study Is requIfud, the doddbn on 1ha request w111 be based orgy VI]OT engineering Judgment, 151, use the La-= D i1Qn €xer'ptlan or tha ID 449 fit%slgn WaNior harms for de.;J9r1 arrdengirmedng standards a.g. radius, grads, dght dlstaruc Site 11IM-Lf &EIon vooTwph!AR rar OdMunal Inyzuctions, Solon th@ Egreptlan (s) Bieing Raquestear ❑ Exceptlon to the Shand commercial entrance regetirement. (Access M. Regul.Hians section 12G-C-2) Reason for excepticrt: ❑ A- An agreement to share the antr'ance could nett be Fondled with adiolning proParty owner. I__f Attached; WriMen evidence that adiditring property owner will not Owe the entra net 0. I'hysloti wmstra1ntst topography, adjacent hwardaus land use, stream, tlwetiand, Dover. ❑ Specify ccm9mint. ❑ Attached: LroL umentationof eorrgtraint such aaaerlal pho19or topographic rt:up, ❑ Exception to-lievehlcular cannectiarato8djainlslg undeveloped property requirement_ 170C,4} Reason fa r excepti Dn; ❑ A. Physical cgnstralnb: topography, a dracent Ham rdous land v e, streaFrn, watland, other. EJ Specify cwfv, alrp<: ❑ Amched. onLumer nban of constraint such •as aerial photo ar topographir rr.ap. I__I B. Other me *an: I February 2015 ❑ EKcaptltan to the commercial efdrance shall not be Ideated witf in the for nvdoniall area of an Intersection requirem ant. 15" flegulat ion Suct;or 120 C 1, Appmdrx F, Rd Dodge pmnual) �] Amched, Atrakirerglnee ring study dorumentlrig thatthtioperationof-the Intersection and public safety win not: he adversL}ly impacted. © EXCEPTION TO THE SPACING STANDARDS FOP.- * i~DltrMerc[A entrances; intersections/median crossavers (Table 2-2){ • Carnmercial entrances%intersectlons near Interchange ramps (Tables 2-3r 2-4}; ar ■ Amer deoranice (Figure 4-4). Appendix F, Road Design Ldianual I<rrjormavop on the Exceplian Regumt VJ ON ,A STATE H I GHWAY Fun ctl a n o t €lam ifs satin ri: Pr i nclpal Arter is I; ❑ Minor Ante rlal:1Z Cane rtor ❑ kacai: Q Pasted speed 11mit: 3S mph ❑ KEAk AN INTVChJ+ANrt ItWP {Submittal of a trof fir. ergineerinK study requ;,ed) CORNER CLFARAfNcE tSubmrttal of a "FTic engi neering study required) Type of Sl flrialized ❑ Unsig-naliaed (0 Full Arsons 2) Partlal Access ❑ R!PgLllrvd spacing distance fi60 ft Proposed spacing dIna nce KID ft Requested exception: Reduedon in requiFed sparing 330 ft REASON FOR TrXCEPTiON: I. 0 A. To be located on an alder, estaMlej bLts}rtt c-andddr atone a highway where existing spacing did not meet the sUnOwd$ prior to 1/1/0a or 1LiVm/o9, [ReCulat'on Sanion 120 C-3.0 ] Attached: Dated aeTlai greats Qr epfridar ide�Ltifying pmpnsrSd enirance knterseCt:on to€atio't, 9, lVat enough prvparty frontage to meet spacing standard, but the appliEant does not want at partial access right-in/right-out entrance. Isectlon i ro C,9.f-; 0 Attached: A traffic eatg nearing study dDcumentirrg t_hxt left turn mavemer<ts at the entrance will nothsve a negative Irnpazt on hi5hWflY opergdon or safety. ❑ C. To be lot ated within a new ttrbanlattt mixed use type develapmerkt. Isectlart 1n l`3AJ ❑ Attached: The design 0 the development and rortnAliance with intersection sight di5tanrL ❑ M The proposed entrancemeetsthe signal warraaU but do es not meet the sigrtal'ized intersection spacing standard. Titer= applican t requests On "Cepltla R to the: space rig standard, Albrhed: A traffic enilneering study that (1} aluates the Itamilart's sL tabL&V A r a romdahour and J41 pnuV.des documentation that the piaposed signal will M impadSafety ard tra fFFrCi'iaiM: 15+iacWn120 C.SJ 3 February 201S 7 E. The developmanift 2"" Or addkilonaij an ranee does not meet the spacing standards but is necessaryfor the struts to be accepted irtto the setnndarysystern. {lion T24 3. j El AMrhed: InFrSrrxtatiort on the d-euelapmi}nt that iclentlties the lomLi n of entraom. F. To be iocoted within the limits of a VDGt and lorzI ty approved access rnanagement corridor plan. ❑.Attached: Aeri.a1 photo of corridor identifying proposed entrancalinWne-.lan Iocatian.0-pa ago C.3_hj 1FOR VaaY USE DTYL: Recommendation are Exception Request: Approve-- � Derry'.- D2W. S3 24ilS Area Land Use Engineer ar. Adam i. Moores P_-_ Name 1 al a.a - 11. Remarks: V Approval is racemmended bawd on IhL, conditian that the exlsNng nonhtmuncr right lane mesge lsr mnuerjed in in a right lum Iarne. There Is an exislIng I.Ym away last tum invite Its IhLa arcs and wlll servo left h movamerrts ieilo the pmposad entrancs :strict Staff. Please ernal; copy to rd �e+: Ste�lUrLi D T.Yrginin_�o+± ROUTE 20 ENTRANCE ACCESS MANAGEMENT EXCEPTION 3 L-)e za-tit VPLTH 0�, � v JUSTIN M. SHIMP Lic. No. 45183 1-6 04 _ IONAL _