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Home My WebLink AboutSDP201800089 Plan - Revision Final Site Plan and Comps. 2019-12-09FINAL SITE DEVELOPMENT PLAN FOR EXIST 165 TC 165 165 TW 165 B W O m RD GAS OHE UGE OHT - UGT - LEGEND NEW DESCRIPTION X 1 T TC TOP OF CURB ELEVATION X 125 SPOT ELEVATION X 125 TW TOP OF WALL ELEVATION X 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER RD ROOF DRAIN SEWER LINE WATER LINE GAS GAS LINE SHE OVERHEAD ELECTRIC WIRE USE UNDERGROUND ELECTRIC QHT - OVERHEAD TELEPHONE LINE SST UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE - - - - - VACATED PROPERTY LINE = BUILDING SETBACK X PARKING SETBACK D A - DRAIN INLET (DI) OO ❑A O STORM/SANITARY MANHOLE C [ PLUG 1'lv Ai WATER VALVE & BOX ♦ 411- FIRE HYDRANT ® -. WATER METER �..� �..� LIGHT POLE -♦ UTILITY POLE SANITARY EASEMENT -- GRADING EASEMENT DRAINAGE EASEMENT - UTILITY EASEMENT - - - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE -x� - - - - STREAM 312 12 INTERVAL CONTOUR 300- 00 INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER a a` CONCRETE PAVEMENT / SIDEWALK 0 0 o RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE A_N CG-12 HANDICAP PARKING NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. FANTOF5 CORNER 5DF 201800089 TMP 07600-00-00-005AO, TMP 07600-00-00-005E30, TMP 07600-00-00-005EO, * TMP 07800-00-00-058G I RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=1,000' I 0f_ IA.. +)k',WE ( FFir 1. cp3 ah.60k Gen Lei #46; JN Meade PeWk 71 JiGx Pit Stop Restaurant IMAGE PROVIDED BY GOOGLE MAPS Oardeii rvwe Park �e w+.r ;tip• 01ari,• 5, -o' r r)VERL00K C0 NPnS r r s- 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. 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. OWNER / DEVELOPER Pantops Corner, LC. 12704 Crimson Ct Ste. 101 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, 513 & 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 Easement Plat & Deeds: DB 5246 PG 148-161 DB 5246 PG 162-176 DB 5246 PG 177-185 DB 5246 PG 186-195 BLA Plat: DB PG 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. SHEET INDEX C I - COVER 5HEET C2 - PROI=EER * EXHIBIT5 C3 - BOUNDARY LAYOUT EXHIBIT C4 - EX15TING CONDITIONS C5 - 5ITE PLAN CG - GRADING PLAN C7 - UTILITY PLAN C8 - LAN D5CAFE PLAN C9 - LIGHTING PLAN C 10 - LAND5CAPE/LIGHTING DETAIL5 CI I - PANTOP5 CORNTER WAY ROAD PLAN C 12 - TRAVELWAY B PLAN RTE 20 WL CK055I NG PROFI LE C 13 - VDOT DETAI L5 C 14 - 5AN . SEWER FROFI LE5 * DETAI L5 C 15 - STORM 5EWER FROFI LE5 C I G - 5WM DETAI L5 C 1 7- WATER D ETA I L5 C 18 - INTERSECTION 5IGHT D15TANCF C 19 - MOT PLAN C20 - ACCE55 MANAGEMENT EXCEPTION PROPOSED USE New 122 Room Hotel on TMP 78-58G1 And Proffered Access Road on TMP 78-5A, 78-513, 78-5E, & 78-58G1 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 AM PM Use Description ITE Qty in out Total in out Total Hotel 310 122 rooms 36 30 66 44 32 76 Total 66 76 Trip generation reflects AM and PM peak hour traffic. SIGNATURE BLOCK LAND USE SCHEDULE EXISTING Area % Ex. Buildings 4783 SF 1.7% Ex. Pavement 8503 SF 3.0% Open space 272,151 SF 95.3% Total= 285,437 SF (6.55 ac.) PROPOSED Area % New Building 15,394 SF 5.4% New Pavement 82,507 SF 28.9% New Sidewalk 16,947 SF 5.9% Open space 170,589 SF 59.8% Total= 285,437 SF (6.55 ac.) Total Impervious Area = 114,848 SF (40.2%) 0.08 Ac (3532 SF) of proposed area will be VDOT 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. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL BUILDING OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION DATE C U JUST 1. SHIMP L` ~ i o 45183 APPROVED PROFFERS Tax Map 78 Parcel 58G1 was rezoned to Highway Commercial per ZMA 2013-00002, 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 for the Property, the Owner shall construct a private road from Stony Point Road (Rt. 20) across the Property to and across TMP 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C-1. The location, alignment and design of Road "A" may be adjusted with approval of the County Engineer. The Owner shall record an easement for the private road granting right of public passage over Road "A" which shall be recorded prior to the request for the first Certificate of Occupancy for the Property. An access easement to TMP 78- 6 shall be provided subject to an agreement between the 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. 3. Route 20 Widening. 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. :. RI RESI"NTIA ," HIGHWAY 78-6 COMMERICIAL CONCEPTUAL ALIGNMENT FOR INTERPARCEL CONNECTION r` TO OLYMPIA DR HIGHWAY ` ` " �- %— ROAD "A" COMMERICIAL ` ° `„ HIGHWAY 00 ♦ /. ♦ j,'' ,.`, 7&58G REZONE AS 78-�A 2! i1llGFfVVAY 0 COMMERICAL , a ' 1L O V 78-SA z vi ;; I z0 wC N Q V LLJ O inz -10 f` ' ♦ ♦ 78-5E 78-5C ! {' ' -'" l) ', ♦, 78-5F 78-SC ~ EIGHBORHOOD � ODEL DISTRICT Q Z �_ N z `' \ • r Lu ( 1 t HIGHWAY N 7 _ r IIICOMMERCIAL _ - z / l r ♦ _ o `l F— m 78-5G O = 10 ,' ♦ ,1 ,.''\ 1 HIGHWAY Ln w QMMERCIAL OFFICE ♦, / ', �' OMMERICIAL m _ ,/ ,-'-- ' - —0 COAhP tRCIA ' ' ' \, \,LU x 1 "♦ ` I I / / 1 / ! f 1 I ! N ,' ;� ` `' ``♦' ''` ` %`` -`''z ♦ --- - HIGHWAYbk-- HIGHWAY COMMERICIAL C1 COMMERCIAL a i� W COMMERCIAL Z . z PROFFER STATEMENT & ASSOCIATED EXHIBIT_ Not To Scale <T! COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 September 25, 2018 Justin Shimp, P.E. Shimp Engineering 201 E. Main Street, Suite 201 Charlottesville, VA 22902 iustin(ashimp-en ing erring.com RE: SDP201800039 Pantops Hotel LC — Initial Site Plan - Action Letter Mr. Shimp: The Agent for the Board of Supervisors hereby grants administrative approval to the above referenced initial site plan with a revision date of August 5, 2018. This approval shall be valid for a period of five (5) years from the date of this letter, provided that the developer submits a final site plan for all or a portion of the site within one (1) year after the date of this letter as provided in section 32.4.3.1 of Chapter 18 of the Code of the County of Albemarle, and thereafter diligently pursues approval of the final site plan. In accordance with Chapter 18 Section 32.4.2.8 Early or Mass Grading may be permitted after the following approvals are received: 1. Engineering approval of a VSMP plan meeting the requirements of Chapter 17 of the Code of the County of Albemarle. 2. Approval of all easements for facilities for stormwater management and drainage control. 3. Submittal of a tree conservation checklist with areas for tree preservation identified. The final site plan will not be considered to have been officially submitted until the following items are received: 1. A final site plan that satisfies all of the requirements of section 32.6 of Chapter 18 of the Code. 2. Applicable fee as described on the final site plan application. Please submit 11 copies of the final plans to the Community Development Department. The assigned Lead Reviewer will then distribute the plans to all reviewing agencies (for ACSA, please submit 3 copies of construction plans directly to them, as stated in their comments). Once you receive the first set of comments on the final site plan, please work with each reviewer individually to satisfy their requirements. The Department of Community Development shall not accept submittal of the final site plan for signature until tentative approvals for the attached conditions from the following agencies/reviewers have been obtained: SRC Members: Albemarle County Planning Services (Planner) — 3 copies (Cameron Langille, blan ig lle�a albemarle.org) Albemarle County Engineering Services (Engineer) — 1 copy (David James, diamesAalbemarle.org) Albemarle County Information Services (E911) — 1 copy (Andrew Walker, awalker(a),albemarle.org) Albemarle County Building Inspections — 1 copy (Michael Dellinger, mdellingeraa albemarle.org) Albemarle County Planning Service (Architectural Review Board) — 1 copy (Margaret Maliszewski, mmaliszewskia,albemarle.org) Albemarle County Fire & Rescue — 1 copy (Shawn Maddox, smaddox(a,albemarle.org) Albemarle County Service Authority — 1 copy (Richard Nelson, rnelson(a)serviceauthority.org) Rivanna Water and Sewer Authority — 1 copy (Victoria Fort, vfort(a,rivanna.org) Virginia Department of Transportation — 1 copy (Adam Moore, adam.moore(a�vdot.virginia.gov) If you have any questions about these conditions or the submittal requirements please contact me at extension (434) 296-5832 ext. 3432 or blanille(i4albemarle.org. Sincerely, Cameron Langille Senior Planner IMF � r V JUST . 1 i. SHIll P � L` ~ o #45183 ) Qr 2 ACTION LETTER C2 Not To Scale I TMP 78-5K / DETTOR, JAMES OR PEGGY / DB 3713 PG 419 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 /4"BFE=342.0'— — — — — — — — — — — — — — — — — — IRON FOUND '` — — — — ---------- --- 920.90' FOUND S01 °18'04"E SET (20 13) 487.67' ' I I I 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' 433.23' APPROX. LOCATION 17' UTILITY ESMT FOR VEPCO & ACSA (D.B.1129-261 & HWY.P.B.X1-89 THRU 93) i MAIL FOUND ( 13) I PRIVATE ACCESS IN ESMT (DB 5246 7 PROPOSEDTIVIIP 78-5A TMP 78-58G1—159&160) Icc,4 BOUNDARY PANTOPS CORNER LC VDOT ROW DEDICATION'16 I PANTOPS CORNER LC w I (DB DB 4358 PG 684 (DB 5246-159&160) IIII I DB 4358 PG 684 �� ) 2.19 AC I 2.68 AC REVISED TMP I REVISED TMP �� 0 78-5A 1.78 AC I 78-58G1 2.88 AC EXISTING I BOUNDARY TBR i I I I PROPOSED � YBOUNDARY PRIVATE STREET BOUNDARY i ESMT (DB 5246 I I (DB—159&160) (DB I----------------- -----) ------ —�� NAIL SET I I EXISTING EXISTING � IRON III SET BOUNDARY TBR S00° 0'39"W 375.73' BOUNDARY TBR I / SET 139.33' rRON 236.40'ISET — — — — — — — — —I ROAD A — ------ 00--------------------- I PRIVATE STREET / � _ _ _ �� I I ESMT (DB 5246 / m I I—162&174,175) / , TMP 78-5E N TMP 78-5B i PRIVATE STREET PRIVATE STREET NAIL � PANTOPS LC ESMT (DB 5246 � PANTOPS CORNER LC ESMT (DB 5246 FOUND DB 5147 PG 228—159&160) t DB 5147 PG 228-162&174,175) (2013) I I / 1.10 AC 00 0.58 AC 110, PROPOSED REVISED TMP PROPOSED a'I IRON L / BOUNDARY 78-5E 1.11 AC BOUNDARY 0i EXISTING REVISED TMP FOUND I I OP (DB — i BOUNDARY (2013) (DB - TBR BOUNDARY TBR 78-5B 0.71 AC I � I EXISTING � � ) 18. 0' 12.19' I EXISTING RON IRON — ft0�0-9103{— ��14 — — — — — — I / BOUNDARY TBR SET FOUND _ ZRON h PRIVATE STREET (2)16) (20 I F U1 i ESMT (DB 5246 _ 1- (?0 N 0) —162&174,175) 0 2s / RON �06`49'42"E 66.41' TEMP. CONSTRUCTION 47 PGSMT 228 0°'0 � I TMP 78- 5F I �� SET ^ N00°27'56"E 226.17' z I PANTOPS LC 9 po .88' I DB 5147 PG 228 F (o -------------— — — — — — — — — — — —�-------- �� RON J j------� I------- SET �� J irk TMP 7 -5C N FLOW 128 STONY r-I I ■ = POINT LLC WINDING RIVER LANE �pOT IRO 9 AJ ND 013 ------ IDB 5147 G 228 I� I J J I I I III 140 S k&G H-r- I i - - - - - - - - - - - - - - - - DISTANCE ESMT I I I I I I I I f ---- N J OLD ROW 0 0 0 0 u0 Q I _m �InN o0°i� 0�ox= N�cNvm�3 Ld u j p mm�=< (.0 ON O I N I Q m X o�r�m ao 00 U OLD ROW VDOT ROW DEDICATION NAIL 9 CAP FOUND (2013) r c U 1U5T` . ' 1. SHIMP > L`~ 45183 1.3 -338.09 15'CONIC. PIPE TMP 78-6 DI-3C TOP-341.20 INV IN (SN)=337.56 INV IN O (NE57373, {OA P 7 8 — 5I"\ INV OUT=337.71 IVV�I C, MALLOY VII- RICHMOND RD LLC 3 I 3 I 3 I 3 3 3 100 Y,,R /FEU)�Y. tJr /i- — _ I' 470 / / ` /�?Al,�. l /L`y\/`/�/\ / �/+//�/•i//A �// /'j�,' //' / // / / /// / / // // / { I I I'I II II I D/E/ MO'TREE _v\— --- -- -------= - ---' -------- WITHIN —GRA ING ESMT—410-- � \- -- €II ' I - w< 0- O --00-4' PEEP PER SONAR,' N / 090, - A OX�LIM S v{�A�1 �, � C�r/,/�� / // � i i //I � � � - - - �, I \ II i � I � ATION Z NE r K— I z I �vvv QL o / ROUTE AL RL 0 NT GIS0 1 I �v I v I I OLD BOUNDARY C v _ vv vV - \ \ \ I SIGN TO \v v v Iv I TO BE ADJUSTED - TMP 78-5A MANAGED SLOPES BE MOVED n 0 -\PP`F-SERVE\D�\SLOPES <25� v I`v I I TMP 78-58G1 Iv PANTOPS CORNER LC ( , \ i O o C:I -- v (5,516 SF) OUERVED \ �V v / ' / / I X SLOPES FILO Su�uEYED I I I PANT\OPS CORNER LC \ DB 4358 PG 684 J I _ 4 - _ vvAT <z5� GAIN 8E DISTURBED. �� yy vv I DB358 PG 684 ` I 2.19 AC i ; I-' N o 7orl4813 a vv I �W ��A\" V A 2�8 AC /�9 N3s1�7v y I I DEMO DRIVEWAY O. / I��C7NOTE: ITEMS zJ JUSvV\/ I O' AT&�FLc v IN BOLD TO,I Qm�z 40f \ \ / 4° DEEP, P) R ON�R I \ I \ � � � I \ — / / - O Lo F- 83 .d \ / 6 \ v► :vvv oETE Tlo� I \ ,,- v �� `04 Ao BE REMOVED. N� o �'�Qr I I � O E MOVED A ✓118 01 04 \aV I 4 29\ I! H' POLE TO _ DI-\� �� O m \ i TOP- .0INV A A V�� / V I �i �' \ IN=340. 4 INV \ OUT= .40 `. A AV A v`.� V PRESERVED SLOPES \\ m �� \ �� 1,V DI-3B TBRZ TOP=393.6 O 2 INV. APPROX � SAT&,T FL%� G I �� v ,3�0 I OLD BOUNDARY I 389.5 2 \ v v , -� V I TO ;BE ADJUSTED C� T DEEP PE,R SONAR DETE TION I DEMO& INLET _ DEMOSW, GUTTER, I � CURB, IN BOLD. ,, - - TO EOADJUSTEDBOUNDARY � _ \ s�Q \ \ \\ \ \� \ \ AT&T FLAG 0 B I J I AIRPORT °J N �G DEMO TREES TO EDG)z \ _ - - -- - - - - - - - - - _ �[ \ �� I 8' DEEP PER SONAR I', � Vv �, I � ' i I SIGN TO i 1 Vvv v vvv Vvv v�v OF PRESERVED LOPES II� DETECTION -- .� _ _ E M A / B OVED o 'vox \ \ V A \ \ �. A - -- '-_ — - R \ \ / 1 -- o 0 v v v v v y `�G v v v / I -- __ 390- _ \ 00 o a v A vv v v v o v ,I TMP 78-5E v TMP 78-5B -- Y �, .o E o\\ I o .41 PANTOPS LC I � / � _ _PANTOPS CORNER L I � �- � �- - o ,'moo <o DB 5147 PG 228- DB 5147 PG 228 - �� `v � � \ \ 3 DEMO TREES / \ 1 .1 0 AC - - - - - \ 0.58 AC O Q o v v v v v v vv v v 0� I I v I _ _ _ _ - - G 3g0. �/ CD fQ� 6' �j vvv v v \ vv v v - - V A - - DEMO DRI - ��-7 — o y ��F % v v v v v v v v I �v I A -- -- - - I -- ----- VEWAY ; LL�y.6, !y \ \ \`\ \\\ \ \ \ \ \I O v v v v v vA v A V A v' MANAGED SLOPES .O �i-�Q �� vv v vvv v . A v ANT&T FLAG _ v v cP0 vv �� A -- -----r---- 8')KEP PER SONAR ----- - -- -- - -- ------ --- I\ DETEDT , �-, _ - O-------- - - _ __ __ _ _ N N N Q0 Co %� Ir ` 1 (� ` DI 3B _ _ ' ,\ T 50.121NV V AV A A �V 'per A /-- -- �-� - -- --- - �� IN= 7.39 INV . A A A \ I V AV _ - - -- \ ------------ _ I\\ i p r �� _ _ W 0000 -, - v\ Emp.-CONSTRUCTION ter 3�0— =��\ y \ o \ \ti \ I TMP 78-5R I -- \ \ \ - - \ - --QB- 5147 PG 228 DB 5147 PC 228 \� -- —------- _ I-------- V D O EE`S TREE REMOVAL IN — �36 PRESERVED SLOPES \ ' \ 0 \ - _ I 1 382.9 I I I 1 EQUIRED TO GRADE IN \ R-;\ TM P 7- 5 C 1 I 1\ I I I x 3 \ ENTRANCE FROM RTE 20 g�� \ - j \i \ RLOW TON Y r-I I /-I' 1 \ \I \ II 11 ■ TOP = 383.2 383.0 I < \ - / +/-383.0 x SIR 8-21P _ _ P I N`T ILL I I � � \ v � If" DEMO SW, CURB & I - , A GUTTER IN BOLD. I — — IDB 1 4T G 2 8 I I I \ \ \ I i 317 L- \ 10' Com d-3R `v \---------- / NrAPPR� LL 377.A -- Z REMOVE a,� —��-' ��----=---------\ �- z3 / O \11�STRIPING I o J v \ I \ IN BOLD �, \ \ I _, \ wI \ '38p� — M\ \ I �~00 v360 DEMO TREES \ I I I M. H. \ I \ \ w a n-=I M\M� W WINDING — —j — — — — — — — — rl II L RIVER \ \----' SA \ l - LANE _\ \\ \ _ �----- — m V ��A& S A 3 \ - lr SAN \ \ \ M . H . \ \ 3 \ /3 NMV OLrr-35630 15'CM PPE Q \ V V A IO' DI-38 A A \ 3 — \ \ \ \ 7OP-301.70WV 4 ' V A\ V I \ MY � E% SIR B-IP TW iCI-A APPRO%7xno / M I \ \ 15. WV N APPROX 357.1 it NY OUT APPROX 397.1 \ M� M \ i 1 North \ M � 4f i \ _ v MM\ � M�.q � \\ M\ 3 40 0 40 80 120 M� A II A Scale: 1 "=40' M�M� `v II 1 M� I i PEGGY / 9 G ----------- ---------T----______ 14' SEGMENTAL ECOCK - �APPROX. NEW RET. WALL. PROVIDE TREE LINE 42" HA`iJDRAIL. DAM BREAK - , INUNDATION ZONE \ CG-2 11 100 YR � J CG-2 I I O FLOODPLAIN\� R44.0' GR-2 GR-2 20.0' R8.0' R8.0' �/57.8 2 11'x17 R8.0' R8.,0' R18.0' - TRAVELWAY B - CONC PADS R2 R8.0 I - ^ .5° °�FDEWALK , a 274 SF ISLAND NEW ACCESS TREE LINE ; 15 SF ISLAND RIP o? R3.0' R3.0' ESMT 'A .� TR .�// 44 S R2.0' R2.0 R2.0' I ISLAND I OVERHANG 1) o i GR-2 R2.0 R3.0' (TYP.) ` 24. 0' 18. 0' 18. 0' -ice 24. 0'--jam 18. 0' 18. 0' - 26 A ---j- 18. 0' > 18. 0' --}-- 20. 0'--}--18. 0' 18. 0' - 20. 0'--}--18. 0' 78.7 , I 21 SPACES (8'x10') G-1 R15.0' TRAVELWAY B NEW ACCESS ESMT CG-12B R25.0' - Fire Marshal's Note: Knox Box Required on all Buildings, please contact the Albemarle County Fire Marshal office for Location. RELOCATED N I° OHU POLE 1 FIA 0 I I RELOCATED OHU POLE 2 • CG-12 ( ) IM. Mechanical Note: Visibility of all 12' TURN LANE n W. 2 HC VA ACCESSIBLE o I 1 V' ti RELOCATED 9.0'TYP. �, w I ID9.0'TYP. I�r mechanical equipment from the O rni D R3.0' CG 2 R3.0' I cn r ROUTE SIGN • ?S �0 ® D� 9.0'TYP. v I j� ''� 272 SF ISLAND I G NEW BOUNDARY o m � R3.0' R40.0' 6, Entrance Corridor shall be eliminated. m= 14.0' 1 R5.0' 2' GRASS STRIP o R3.0 S AND N I ° a °8 R3.0' I 25.0' Mechanical Equipment shall mainly be �o \\ PRESERVED DUMPSTER I 0 37.0' situated On the Building Roof. I \ C-, LOSURE X R .0' - a m--, R3.0' I r- D CG-12 a w BEGIN REVERSE REVISED TMP O O �� I I "' m 872 SF R12.0 �V GUTTER - 3�, �I REVISED TMP _ _ R14.0' ��v� ° 78 5A 1.78 AC \ I c� - ISLAND R110' ry \ ` � 8-58G1 2.88 AC p42a ` ='❑ i w�v `N \�\ , �P O STOP SIGN R1I8.0' � Ov � � I \ LJNAL \ I 1-17.9' 5-STORY HOTEL ° =r- M D Vo�G-11 cS II - STREET SIGN ® OVER ANG 15,394 SF FOOTPRINT - o R12.0' ENTRANCE. \ PORTE COCHERE (� L- J RIGHT -IN/ YP.) MIN. CLEARANCE=13.5' CG-12 NEW PRIVATE ROAD CG-126 RIG pUT \ ` R3.0' FFE=381.60 R5.0' R3.0' \ R3.0' R40.0' REVERSE I 1 122 PARKING GUTTER ACCESS ESMT / R45.0 RES I TED. \ CG-2 .1 ° R3.0' - NEW BOUNDARY NEW BOUNDARY \ \ \ R2.0 382 SF SPACES - 10t0' 266 SF -ISLAND R5.0' I G-12 9' SEGMENTAL BLOCK GRg- I L CG-12 L R5.0' �20.0'--��18.0' RET. WALL. PROVIDE CG-12B�30.0'-ICG-126 t SLOPS R8 OISLAND 0� TRAVELWAY B NEW 42" HANDRAIL. 0 SIGN PH / / o I R2 ��25 I 9. 'TYP. a ACCESS� � �� R2,0' w °°v o I R45.0' \� ,/) \ a \ \ ICn 10.0' VIEW PRIVATE ROAD ACCESS T - - - PLANTING STRIP ANEW PLANTING TRIP �90" R113.0' 2� 0 I°°°' i CURB JNTAB 0� 24.0' m 61.4' o I M 14 SPACES (18'x10') I STO & BEGIN REVERSE GUTTER 8 FHA , \ '� 10.0' (W. 2 HC VAN A SIBLE) REET SIGN 5'° SIDEWALK . ° - R25.0' R25.0' �' SIDEWALK - ,�? E } \` LE D` R5.0' R5.0' / / P CG 6 PANTOPS CORNER WAY 4CURB U(CGB3) I °p�` i \ 0 �)' o �, \ ` NEW BOUNDARY a) \ I x I o VARIABLE WIDTH R3.0' a° o o \ 18.0' S co N a STOP 25.0' 49.0' ° . cn a� o 25.0' 0 PRIVATEROAD ., i. o�� E Cn \ cS -6 BAR ® ` 1 ° o .� v s�W R30.0 -6 CG-6 R68. soepo i° i v a c v a MPH 5' SIDEWALKS %5'-�IDEyYAL}< ° 8.0' 1 o c� L ° o BUILDING N �� ° SIG PLANTING STRIP PLANTING STRIP I N 0.16 +9' STEPBACK \ AFDC _ o °�.. /MPH STOP SI [T� ¢ o ^y a ® i � NEW PRIVATE � > (2) 5' SFfivf!1ENTAL ° / / SIGN ROAD ACCESS a BLOCK XT. WALLS. / \ / > PROVID/42"" HANDRAI �� ® / NEW PRIVATE ROAD ESMT M� ` C F -6N UPPER W GG / ® / ACCESS ESMT NEW 11'x6' I I c / / CG�12C .� 8.0 ° MONUMENT O O 0 SIGN ESMT o 0 0 0 0 rn rn rn o rn 9 ,p / RELOCATED o o `o °O �O `� `� �� I / AIRPORT SIG�J APPROX. NEW �� I / /' z REVISED TMP I WP-2 MILL o 0 TREE LINE `, OVE ANG V OO REVISED TMP RELOCATED o . ° & OVERLAY R6.0' (TYP 7 8- 5 E 1. 1 1 A C - OHU POLE 4 > co oo rn o ° ° 78 5B 0.71 AC 2' GRASS STRIP I CONNECT TO EX. SIDEWALK \0j %\ �/X Oj� �`` PRESERVED SLOPS- \ `C Q \ \`` \�` �A,LL OPQ _ NEW PRIVATE C \ 14€W PRIVATE Q�7 ° 0 " / ROAD ACCESS NEW BOUNDARY TMP 78 - G I \ ROAD ACCESS O ESMT I Z rr \ ESMT a / STOP SIG T R E E T G- q CO ECT TO `.° 11 25 MP _ \ EX. SI WALK -12 SIGN TEMP. ]CONSTRUCTION ESMT \ 147 PG 228 1 � I DB 5 I �EVERLA \ 12' 4 0 \ J NEW 11'x6' TMP 7 - 5 C \2' GRASS ,' MENT SIGNESMTFLOW TO V Y r-I \ \ DST CG-11 ENTRANCE WP-2 K V OVERLA 'INDING RIVER LANE IZ' _ P INT ILL --- IDB 147 G 2 8 I I I CON ECT TO EX. IDEWALK I 140 SF H•T- \ DISTANCE SMT I � I \ \ I I M.H. 101 **#► \ \ 'o U JUS 1. SHIMS > RELOCATED I L ' [31$3 CHU POLE 3 WP- MILL- l & 0 E LAY �Akl � rHN i urn LU � DB 5147 PG 228 • • 30 .• •• Scale:• ISI NI A L- L- U Y V I I— RICHMOND RD L-L_C 3 P GY I DB 5090 PG 504 I , i I I DAM BREAK i�/ � // � III I �A �VV L 4— v \ TREE RRIOTECfIO INUNDATION ZONE FEN6N� I I I I I I I I / // i / / / / // / I 1 \ \ I \ I^ / / / / / �� / / I v v I 5 TMF�. GADING �ESMT \ (3) 6' SEGMENTAL OCATI N 17' BLOCK RET. WALLS. APPROX. Ql� 1 I I D 4553 PGA \473-�-86 � -I I I LL \ 1 ` \ UTILITY ES FOR EPCO / t AP1'RQX. OCA ION 1 �.5 ESMT / I7' SEGMENTAL (BLOCK / I � I I J �I \I � \ � \ o \ — — — -- — — — — — — 61 &/ / _ 20 F�R AMICAt�TELEdHONE & _ — RET. WALL. PROVIDE IYR OO P { --- -�- - �-714' EGMENTALAXOCK, / / / LEGRA H CQ.OF VA \ \ \ _ — I -- -- — — / �00 B �_ 4 / �/ // // �/ RET. 1�/ALL. PROVIDE / —/ — — — —� — �— — �� j ��1 ` �� 600 / � . i / REE ItiE / D.6�986rt3 94 � \ � 6 p � _ � � 1 _ _ / 0 AP ROX. NEW / _ _ i \ v ! � I / i 42i H A`1�D, RSA I L. a 00 W - ---- - - 4 - x -- - ---- __ -- - _ -- - - - 9� 84 GR-2 / R- A �4p - - -- -- - - - - - - — \`V�� I 5%d 1\ V i' -- �� \ 0� -- _ --- - ---- -� __ ` ��, A� 2. — — ----- -410 — — — �� v V - �-° 93 ___ _ _ _- \vvv\\ �/T�R�E/LINEas 390 — — - �� -------------------- / I / _ _ v -- ------ \\ \\ \ /RI1;'♦, V!r// ////TR y /� // 50 / / //// //-'/ � � \ J ``� \ `\40p— \ —�-- —\ iI � Ili /G /o_, /�, ` l Ali / ss \ \\ v 80 80 \ \ 8250 '`� ` ` v 074 , v �\ v MANAGED SLOPES I 1 / 00 `1 o, x '\ NOTE: ALL R TAIN G WALLS \ \76 83 5 SHALL BE E GLE BAY DIAMOND I W 00 PRO SEGME TAL BLO�K WALLS vv v ` / / i� , I V A \ ji 0 2 OR EQUIVA NT. PRO OSED V A � EEGEND: OF PAVEMENT II _ `v ��`� / �' \I �♦ v vvV - �v �o v vv 83 COLOR IS ' DAMES RIVER STONE". `--; �`� v LP=Low POINT I \ \ -� II A 1 I1� \ 1 8Q, ❑ I ` �4 HP=HIGH POINT / I v \v - v v I _ �.Wp o vv h \ \ \ - \ \ I I \ I a I1; „� 1 81 65 J $ x ° \ I I I \ TC=TOP OF CURB I I i ha 1 �� `v \ oo �' \ I I BG=BOTTOM OF GUTTER10 / v A v V A \ \ `�� ti I \ 1 I I° 8077 8010 �VI v v v 7 v v v v I----J ` �• `.\ \ Af%\ \ \ ,I \ \ I I 5-STORY Hb\TEL \ a4 \� \ \ 1 1 \ I 15,394 SF FOOTPRI \ ( / ,�� I , ` ,/ I C ffT.II 1 1 �I 11 �� v�FFE=381.60 vv vv ♦♦ A \ V A♦� V — -- -- �—` �I I I 1 I 80 I so V A — X oo �� A v v v v♦ I I I o 122 BARKING 80 / `� ♦♦ V �\V A `\ ``�� ` � I I I I I I �� I SPACES ' � 0� 83 � `° � . 94� _ � 9' SEGMENTAL BLOCK 80 \— T. WALL. PROVIDE 9 — �♦ \ \ \ ♦.� \ Rv� sad s \ � / ° \ \ e ° RE, _ d' II�� - - 5Hip H H H 0-- 42 HA1DRit. / / \ so I 94 5 I / ♦ v v \ 1 I ♦ \ \ \\ \ \ \ - / J NI ` "� I 00 _ 94 / \ LP,BC 3 6 i \ ♦�♦ \ \\ \ \\ \ ♦♦`� \ \ \ �/ / / / - \ 80 8020 \3�0� \\ \\ 20 I I p \ / \ ♦ + - / ! �/ X 8� V \ \ V A V A v A - / / I - v i PAIVTOPS CORN W 96 / / LE C \ ♦ \ G \ i — _ / / a 1 \ I I / C,l�\ dl ,L , .. A 7,_ uquw l uG�'.+.�v� uW ��7SoyuCu \ ♦ \ \ \ \ ♦ 6 A I I \ _ \ f \ UW �I,��aGu if6U / U u6u— T Ilnl Pl\� YtS l L.; 1� I.,IP C_07. `� A V A \� ♦� \ v $Q o; ro ucu ucu— v � W w— wa ��u _ w w w w w \ 5 3%'w —_ w w w �N w w W w J �_a i \ _ 7 20 \� \v \ a v o a m A \A. v 0 - — v oo� I A — �� \ �L \ \ \ ♦ A 76 94 Ja 92 i \ V ♦ V A \ \� \ \ `� A �Y � SE.6611ENTAL oo �� q ��j `�\ ♦♦ A AV A \ i�b A \ `\ BLOCK �-WA-LLS.— X%E� �. �i� �_ _ —390_ I v V 90 Q — �♦♦ O \\ V ♦♦A A PROVIDES HANDRAIL �w / 00 j �I GR- ��'bN UPPER WALE. �� r I a 88 ` �i9 'pj V AV A V A \♦ O \ \ j 0 6 V I p - S � 79 � �- ., O� \ `�Ar�P� \\♦`� \\ \ \� _71- TT MAN GED SLOPES ° _ _ _ 90 ll v 1 I 380 `_ .� \ - - ^ I \ _ V ♦ ` V A ` ` A V ` \ V �o�+' ado — \ /I tm 3 -370 - _ v v I TM P 7 8 - 5 H 13 toPANTOPS LC - _ \III I DB 5147 PG 228 56 TEMP. ]CONSTRUCTION ESMT eo o. � A \ A I / � , � I DB 514� PG 228 I \ � � I� 1 1 � I 382.9 \ 54 \ TMP\7 -5C I \ I \ 1 I I _ FLOW TO N Y r-I I L , 1 1 A 1 K TOP 383.2 383.0 \ \�► \ >P4 - \ P INvT LL I I I vv �AVv1�vv �- + 383.0 x v 54 �� - - - - DB 147 G 2 8 I sa . A355.61'— \�R280.00' I W I l—----------- z� \ I72`4607I I o \ _ \ \ I '" I (I of I \ \ 41 V A \V -360 00 �MI.H. \� \ -_ \ (w \� V �o \� WINDING v� \ S RIVER LANE **#A North 30 0 30 60 90 \\ \ R Scale: 1 "=30' \ \. P r U JUST ' 1. SHIMP > L ' a 45 183 pit l 38p \ NI /�LLU Y VI I — i RICHMOND RD LAC 3 P GY I DB 5090 PG 504 I 15' TEMP. GRADING ESMT I00 APPROX. LOCATION 16.5' ESMT DB 4553 PG 473-486 APPROX. LOCATION 17' — — — — RICAN TELEPHONE & — — — — — — — — —UTILITY ESMT FOR EPCO �'I FOR AM E — — — — — — — — — — TELEGRAPH CO.OF VA----------ACSA 61 & 1129 DAM BREAK (D.B.986-3644� — — — — — .— — — — — — — — � HWY.P.B.X1-89 THRU 93) � INUNDATION ZONE — — — — — — — — — — — ------------- I� / DENSE o 100 YR ---------� ° e. --- - - • 8, E STOpl - — r FLOODPLAIN�� 1 HDP °J ' �- ----------- r------------ I FFIA =V 2 x --- - -I----- --- o 0 S& "` ••' B _ N W 20' S H A a I I �'JIVATE D NAG 4 DEE SMT SWM ACCESS RIP' �• '� NEW SWM n ° I� ESMT 'AP •IMPROVE EX. RIP ACCESS ESMIDETEC ION D 524 0 `i �� RAP WITH CLASS (DB 5246- I1 9&16 I B5 \ 24b- i I I 334.77 i 18 &185) 1 \• I RIP -RAP 184&185) • NEW 30' PUBLIC I • DRAINAGE ESMT -°.� - NEw SWM i I i ( 5246-186,184&18) � ESJT � 1 i I, .� 340.58 ' RM MH �_ _ _ _ _ _ (D3 5246 �1 %7, • IM= 3.47 184 185) Al yOo INV.OUT=334�.7152 1b .. 51 RM 1 I . \ y pF 5 I FUTURE 1 I � A2� p � � � I I CONNECTION E NEW 20' SHARED i BY OTHERS a ` I I I PRIVATE DRAINAGE OR i " HDPE 3. — --- , p 30' -- ESMST� T o 4 �V 'SooF 30" PP I ' I �- DB 5246-159&16 i) 66 B I � I UNDERGROUND . DETENTION. I I I I ❑ I �, W I U J[f I` S�III � p \ 1 96" CMP. INV- 54.0. 1 fl , 7�hW I L � 45183 U A3 I EMBED IN # 7 STONE. I A4N AG - W W �<;r 1 4DEEP PER SONAR I I I °° °° ❑ I V I ' \ ETECTION I I I° J - - - - - - M NEW IAiAL \ I I ---- \ TRANSFORMER OI I \ \ 4" PVC I L 6" SAN LAT. ®8% FUTURE V IN=341.29 - - - - - 3 SLEEVED UNDER WALL. DI-3 \ A5 I I CAP INV=384.80 NEW 20' SHARED CONNECTION NEW 20' ACSA TOP=3 5.0 IN I BY OTHERS IN=340. 4 INV \ I L NEW VARIABLE ESMT PRIVATE DRAINAGE WATERSERVICE(DB L 5246 T NEW 20' ACSA REPLACE EX. OUT= 0.40 I • WIDTH ACSA (DB 5246-159&160) m UTIL. ESMT WITH BMTI IROLI Q 0-159&160) 11 NEW I ` .e. TIL. ESMT (DB 524 o I TRANSFORMER pmw 5246-15$8C160 NE off' F \ o FLAG 6" DIP o p - - 8 FH - - \ 7' DEEP PER SONAR - \ � FIRE LINE Al2 � 'PAIVTOPS CORNER WAY JGJ �/��II°° D \ Y�FFTTFFq N I E 20 ACS NEW 2" F STO T�fEW V.� SHAREb UTIL ESM �DR_26-SAID �J� ABLE WIDTH 3_ 5 4" N \ PRIVATE DRAINA E A ( ucu �c� ucu cu—�ucu DB 524 COMPOUND cu u ucu— u—ucu�ucu ucu—ucu—ucu—ucu—ucu ucu—ucu—ucu�ucu —�� 0, �1 �� LAIC ESMT — WM W nonce u�Ucu �ucu ucu Q —W —W �W —W —W —W —W W —W —W —W 1N —W —W —W' —W —W W —W —4 dJ —W W —W —W —�V .—W —W DB 5246-159&1 0) o M—M MM �� H W 3 \ iW �� 8 x4 8 DIP WL 8Ex6'= ( GV�8 x4" 1 `l A I \ SE VICE go-- = - - - T T FLAG N �s BE iW H �� " - I� 8. P PER SONAR ,AFDC m ti� �Q W NEW 20' SHARED — — — — — — — — — — — — — — — — — — — — — \ I ETC N / F S Im DRAINAGE ESM P GV W m NEW TRANSFORMER /NEW � r �� / NEW VARIABL (DB 5246-1�9&T60) NEW VARIABLE TRANSFORMER WIDTH ACSA WIDTH ACSA 4" CAPPED FUTURE UTIL ESMT A9 %;' UTIL. ESMT } 1+ CAPPED CONNECTION (DB 5246 DI WATER 0 I I � EW VARIABLE E ` 4,. DI WATER (DB 5246 BY OTHERS-159&160) SERVICE WIDTH ACSA /� SA ° Q SERVICE &160 ) UTIL. ESMT AT � r TOp� (DB 5246 � A � -9,c�-159&160 <�% . � � SERVICE CONNECTION: 9CQ r/-9 � I /� 4" GV, 4" PLUG, 3 OV \ I $ v / / 'TO COPPER E THREADED INTOP 0 SAN 13 / LAV FUTURE �0 AT&T FLA ��( �° ° fyeW VARIABLE CONNECTION P�(n� 3 0 'DEEP PE IDTH ACSA BY OTHERS D TION UTIL. ESMT 0 ILI, (DB 5246 4" PVC I \ �� — i 0- a I I I 1 3 Z TOP 50.12INV U / 1 \ IN= 7.39 INV I / � / OU 346.53 0 / U 3 TMP 78 5H 3 PANTOPS LC I 1 \ \CN DB 5147 PG 228 / 00 _ _ _ _ _ \ ° C4 3 Y I TEMP. ]CONSTRUCTION ESMT \ I DB 5147 PG 228 I I I TMP 7 5 0 I I '0F 3 FLOW 128 STONY r-I L 1 I E3STR 8-21P 4 NEW 20' ACSA P O I N T P L C I I I B ND I UTIL. ESMT — — — 12 PROX iOP=381.9 31NV APPROX \ \ � (DB 5246 ---- I D B 514 7 G 2 2 8 I I I 377.8 EX. S,R e-20P \ \ C3 -159&160 -I 1�=COMBO a-38 \ \ O \ I I I I 3 INV `A PROX 377.6 \ \ sT�41 Sgti \ JACK AND BORE 77 I Of I LF WATERLINE UNDER I I I I Lu3 \ I \ \ \ RTE 20. PROVIDE CROSSING PER ACSA ETAIL TD-36. EX. 20' ACSA C2 \� SAN. ESMT r 001 \ \ \B' a-3B 9.44 0° \ DB 2867 PG 81 I M . H . I 3 INV M=35215 \ \ INV OUT-3521\ 1 \ WINDING \\�\\ ,\------J RIVER �` \ \ � �v \ 5' C. EA PIPE LANE �► \ \ H \ North MH FIBER-OPTIC \ \ .54 INV IN— .87 CABLE 8 00 \ \ INV IN=3a�.e7 S.qN INV IN=354.58 MARKER & \ \ 7.80\ sF(.yFR 30 0 30 60 90 \ \ \ m Scale: 1 "=30' LANDSCAPING REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA=TOTAL AREA —ROW DEDICATION =285,437 SF — 3532 SF SITE AREA: 281,905 SF CANOPY REQUIRED=281,905 SF x 10% CANOPY REQUIRED: 28,191 SF CANOPY PROVIDED: 30,942 SF (ALL NEW CANOPY FROM LANDSCAPE SCHEDULE) INTERIOR STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO STREET 880 LF NEW STREET/40 = 22 X 2 (ON EACH SIDE) = 44 REQUIRED: 44 LARGE SHADE TREES PROVIDED: 44 LARGE SHADE TREES (13 STREET TREES ON 78-5A*, 31 ON THE REMAINING PARCELS) *ONLY ARB AND STREET REQUIRED LANDSCAPE IS SHOWN ON TMP 78-5A (WAWA PARCEL). FINAL LANDSCAPE DESIGN IS ON SDP201900013 WAWA AT PANTOPS. THE TREES AND SHRUBS SHOWN HEREIN MUST BE PLANTED BEFORE FIRST C/O IS ISSUED. PARKING LANDSCAPE (32.7.9.6): 10% OF PARKING PAVED AREA. 51,663 SF X .10 = 5,166 SF REQUIRED: 5,166 SF CANOPY PROVIDED: 6,930 SF CANOPY LARGE SHADE TREES (2.5" CAL.) 122 PARKING SPACES (122 / 10 = 12.2) REQUIRED: 13 LARGE SHADE TREES PROVIDED: 23 TREES. MIX OF (11) LARGE SHADE, (8) MEDIUM SHADE, & (4) ORNAMENTAL TREES SCREENING PROVIDED FOR DUMPSTER ENCLOSURE: 13 EVERGREEN SHRUBS & 2 EVERGREEN TREES ENTRY CORRIDOR: LARGE SHADE STREE (2.5" CAL.) — 35' O.C. W/ INTERSPERSED ORNAMENTALS (6' HT.). 300 LF OF STREETSCAPE/35 = 9 REQUIRED: 9 LARGE SHADE TREES W/ VARIABLE ORNAMENTALS PROVIDED: 9 LARGE SHADE TREES W/ 10 ORNAMENTALS. SEED MIXES: SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.) — Mix the following seeds at 30 Ib/ac each: • Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium scoparium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus), and Indian Grass (Sorghastrum nutans). MAINTENANCE: • LOW MAINTENANCE GROUND COVER —The best time of year to mow is during the fall through late winter. Mow on a three—year cycle where 1 /3 of the area is mowed each year.. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm —season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. 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 building and road construction to avoid tree planting damage. 5. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 6. Perimeter parking lot trees to be 2.5" caliper. 7. Contractor shall plant all landscaping by the first planting season following the issuance of the first certificate of occupancy within the development. PROPOSED LANDSCAPE SCHEDULE PARCELS 5B, 5E, & 58G1 Plant Minimum Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Fogus grandifolia American Beech 2.5" 1 20 227 227 Large Deciduous Tree Quercus phellos Willow Oak 2.5" 10 20 370 3700 Large Deciduous Tree Liriodendron tulipifero Tulip Poplar 3.5" 8 37 387 3096 Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 16 35 570 9120 0 Large Deciduous Tree Ulmus americana cvs. American Elm 'Valley Forge' 2.5" 15 25 397 5955 Medium Deciduous Tree Carpinus betulus European Hornbeam 1. 5" 9 17 249 2241 Broadleaved Evergreen Ilex Opaca American Holly 1.5" 5 14.5 118 590 Allegheny Ornamental Tree Amelanchier Laevis Serviceberry 1" 7 19 130 910 'Majestic' Small Ornamental Cornus Florida Flowering Dogwood 1" 11 17 124 1364 Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 37 5 14 518 Shrub Broadleaved Evergreen Shrub Ilex cornuto "Bufordii" Burford Holly 2' Ht. 37 10 57 2109 Broadleaved Evergreen Myrica penslyvanica Northern Bayberry 2' Ht. 37 3 0 0 Shrub Broadleaved Evergreen Kalmia latifolia Mountain Laurel 2' Ht. 37 6 24 888 Shrub Broadleaved Evergreen Berberis julianae Wintergreen 2' Ht. 16 6 14 224 Shrub Barberry 0 Low Maintenance Ground Southeast Native 150 LB/AC Cover 1 Grass Seed Mix TOTAL SF: 30942 PROPOSED LANDSCAPE SCHEDULE FOR TMP 78-5A Plant PlantingType yp Botanical Name Abbrev. Common Minimum Quantity Total (f Can Total Canopy Symbol Name Cal./Height 10 SF in in 10 Yrs s SF Large Deciduous Tree Quercus phellos Willow Oak 2.5" 1 20 370 370 Large Deciduous Tree Gymnoclodus dioicus Kentucky Coffee 2.5" 6 35 570 3420 OLarge Deciduous Tree Ulmus americana cvs. 'Valley Forge' American Elm 2.5 6 25 397 2382 0 Broadleaved Evergreen Rhododendron RC Rhododendron 2' Ht. 56 3 0 0 Shrub catawbiense catowba o Broadleaved Evergreen Morella pensylvanica MP Northern 2' Ht 51 6 24 1224 Shrub Bayberry Broadleaved Evergreen Ilex glabra IG Inkberry Holly 2' Ht. 48 6 24 1152 Shrub O Broadleaved Evergreen Pieris floribunda PF Mountain 2' Ht. 56 6 24 1344 Shrub Fetterbush 0 Broadleaved Evergreen Shrub Morella cerifera MC Wax Myrtle 2' Ht. 61 6 24 1464 TOTAL SF: 11356 UJU 1. 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GO ,9.0 / 5 � 9 010 .0 Schedule Manufactur Catalog Number Light Loss Symbol Label Quantity Number Description Lamp Lamps Filename Wattage Factor er A 2 PHILIPS SFC-5R-48L SLENDERFORM CANOPY, LED 1 SFC-5R-48L- 132.9 1 GARDCO -900-NW- G2 48 LED's, 4000K CCT, TYPE 5R OPTIC, NO (3) LEDGINE 3 IP66 DRIVEN 900-NW-G2.IES EXTERNAL LENS AT 900mA B 3 PHILIPS 161-46L-60 161 LED Sconce, 46 LEDs, LED 1 161-46L-600- 91.0 1 GARDCO O-NW-G2-2 T2 OPTICS, 4000K (1) HLO LIGHT NW-G2-2.IES 0 ARRAY OF 46 LEDs (XPG2) DRIVEN AT600mA C 3 PHILIPS ECF-S-64L- EcoForm Area LED ECF - LED 1 ECF-S-64L-1A 411.8 1 F-1 GARDCO 1A-NW-G2-5 Small, 64 LED's, 4000K (4) LEDGINE SL -NW-G2-5.IES E3 CCT, TYPE 5 OPTIC, No LIGHT ARRAY(S) Shield DRIVEN AT ❑ 1050mA D 2 PHILIPS ECF-S-32L- EcoForm Area LED ECF - LED 1 SFC-3-32L- 121.6 1 GARDCO 1.2A-NW-G2 Small, 32 LED's, 4000K (2) LEDGINE SLC 1.2A-NW-G2- F-1 -2-HIS CCT, TYPE 2-HIS OPTIC, House -side Internal LIGHT ARRAY(S) 2-HIS.IE DRIVEN AT Shielding 1200mA STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 2.1 fc 12.3 fc 0.0 fc N / A N / A NOTE: 1. All pole mount fixtures shall be mounted at a total height of 20' from the finished grade which includes the pole base, unless noted. 2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 3. Canopy lights to be inset in canopy to provide full -cut off condition. 4. All fixtures to have a black finish. The Canopy Mount fixture (A) finish color may vary with color of canopy ceiling. PHILIPS Ordering guide REVISED TMP REVISED TMP 78- 5A 1.78 AC Lei Philips Gardco LED wall sconce 161 offers distinction Project: through its styling, powerful optical design, array Location of distributions, and impressive selection of control Cat.No: possibilities. Designed to compliment the 121, this luminaire is the large and extended version of the Type: 121, providing performance capability up to that Quantity: of a 40OW metal halide luminaire, while using considerably less energy. Notes: c&s LISTED Number Drive LED Color Dimming Luminaire of LEDs Current Generation Distributions Voltage Control4 Electrical Options Finish 161 = F-1 F-1 = WS 161 461_2 600 NW-G2 2 120 DO Fusing WS Textured LED wall sconce 46 LEDs 600mA Neutral White IES Type 2 120V 0-10V Dimming Driver' Surface mount 0 module) 4000K, 70 CRI F1 conduit feed BK Black 900mA Genration2 ESType 3 208V Dual Circuit Control, Single pzo, zn, junction box WH White CW-G24 240 347VAC)5 BZ Bronze Cool White ES Type 4 yp 24p DynaDimmer: F2 5700K, 70 CRI Genration 2 277 Automatic Profile Dimming Double (208.240, DGY Dark Gray MGY Medium Gray 92L 600 CS50 92 LEDs 600mA Wa m White 277V 480VAC) s (2 modules) 347 Safety 50% Dimming, Customer specified 800 3000K,70CRI 347V 7hours133 F3 RAL Specify optional 800mA Genration 2 Canadian 480 CM50 Double Pull color or RAL 480V Median 50%Dimming, (208, 240, (ex: OC-LGP or UNV 8hours1z3 480VAC)5 OC-RAL7024) 120-277V AC CE50 CC Custom color HVU Economy 50% Dimming, (Must supply color 347-480VAC 9hours123 chip for required factory quote) DA50 All Night 50% Dimming'? 3 Photoelectric Systems PCB Photocontrol Buttonz4s Infrared Motion Response Systems IMR13 Integral with #3tens' -z3 1. Not available with Dimming Driver (DD) option. 4. Not available with 48CV. 2. Not available with Dual Circuit Control (DCC) option. 5. Must specify specific input voltage. 3. Available in 120-277V or UNV only. Accessories (order separately) FS1111400 MR hand held programmer (For use with 'IMRI3' motion response when field programming is required). If desired, only one is needed per job. g-161-cut 11/16 page 1 of 3 �PATOPS CORNER WAY VARIABLE WIDTH ® PRIVATEROAD PHILIPS CM GARDCO SFC Project: r' Location: Garage Canopy - SFCR Cat.No: Type: Quantity: SlenderFormC U� US Notes- SFC/SFCR Canopy mount 10- Philips Gardco SlenderForm SFC/SFCR garage and canopy luminaire features high output LEDs and a sleek, yet powerful, low profile design. The thin 3" profile combined with LED high output performance make SlenderForm the ideal choice for exterior ceiling mount and canopy applications. SlenderForm luminaires also provide LED solutions for parking garage applications requiring higher light levels, including entrances, and for garage areas with high ceilings. Ordering guide example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY Prefix Controls Distribution LED Count Drive Current LED Color - Generation Voltage Finish MGY - Options SFC - 3 48L 250 NW-G2 120 120V MGY F1 Single Fuse (120, 277, 347V)".s SlenderForm Standard Type III 48 LEDs 250mA Neutral White 4000K, 208 208V Medium Gray F2 Double Fuse (208, 240, 277V)1,5 Ceiling luminaire Luminaire 400 70CRI Generation 2 5 240 240V F3 Double Fuse (208, 240, 480V)4.5 SFCR DO Type V. 400mA W W-G2 277 277V Canadian double pull SlenderForm 0-10V Wide 550 Warm White3000K, Ceiling luminaire Dimmingz Distribution 70CRI Generation 2 347 347V DL Diffusing Lens (reduces (recessed mounting)' MR 5R 700 00 CW-G2 480 480V performance significantly) Motion Type V, 700mA Cool White 5700K, UNV 120-277V PCB Button Photocontrol"s Response35 Rectangular 70CRI Generation 2 BX Bird Excluding Shroud'.'.' Distribution 900 900mAs JB J-Box for Pendant Mounting57 CD Concentrated GL Glass Lens assembly Downlight 1. SFCR recessed mount NOT available with 900mA, 4. Specify actual input voltage. 7. For rigid and swivel pendant mount. MR, PCB, BX or JB. 5. Not available with SFCR recessed mount units. Pendants by others. 2. Luminaire includes O-10V input wires for dimming 6. Shroud is for Pendant mount only.12" (30.48cm) control by a dimming system supplied by others. minimum pendant length required. Pendant by 3. Only available in 120 through 277V. others. Option is installed in the field only. Accessories LED Wattage and Lumen Values Standard SFC & SFCR luminaires (order separately) FSIR-1005 MR hand held programmer For use with 'MR' motion response when field programming is required. If desired, only one is needed per job. Order Code LED Qty System Current (mA) Color Temp (K) Ave System Watts (W) 3 5W 5R CD Lumen Output Efficacy (Im/W) Lumen Output Efficacy (Im/W) Lumen Output Efficacy (lm/W) Lumen Output Efficacy (lm/W) SFC or SFCR-48L-250-NW-G2 48 250 4000 38 4636 121 4804 125 4660 122 4656 122 SFC or SFCR-48L-400-NW-G2 48 400 4000 60 6932 116 7182 121 6968 117 6962 117 SFC or SFCR-48L-550-NW-G2 48 550 4000 82 9323 114 9660 119 9372 115 9364 115 SFC or SFCR-48L-700-NW-G2 48 700 4000 104 11609 112 12028 116 11670 112 11659 112 SFC or SFCR-48L-900-NW-G2 48 900 4000 133 14184 107 146961 111 14258 107 114245 1 107 Note: Due to rapid and continuous advances in LED technology, LED luminaire data is subject to change without notice and at the discretion of Philips. Lumen output by optic type will vary slightly. See IES files when available. All technical data is subject to change. SlenderForm_SFC_LED 04/17 page 1 of 4 PHILIPS CM GARDCO ECF-S small w r erlr*M•ri r t r P PP PP P rr�P Pl4� C uL US Project: Location: Cat. N o: Type: Qty: Notes: The Philips Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 26,400 lumens or more in a compact, tow profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Ordering guide example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LED Color - Prefix of LEDs Current Generation Mounting Distribution Voltage Dimming controls Motion sensing Photo -sensing Electrical Luminaire Finish ECF-5 ❑❑ 0❑ 0 0 0 DOD ❑ 0 ECF-S 32L 530 WW-G2 AR Type 120 120V DD 0-10VExternal IMRI3 PCB Fusing Square Pole Textured EcoForm 32LEDs 530mA Warm White Arm Mount 2Type 2 208 208V dimming (by others)s Integral with Photocontrol F1 Single Adapter ac Site and Area, (2 modules) 700 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control' #31ens' Button" (120,277,347VAQ' included in WH White Small 700mA Generation 2 left90° 277 277V FAWS Field Adjustable" IMR17 TLRD5 F2 Double standard BZ Bronze The following to NW G2 2-270 Rotated 347 347V SW Interface module Integral with Twist Lock (208,240,480VAC) 2 product DGY DarkGra y 1050mA Neutral White mounting right270° 480 480V forSiteWise"" #71ens' Receptacle 5 Pin TB MGYMediumGray 1.2A 4000K,70CRI kits must UNV 120-277V LLC2 Integral module IMRO TLRD7 Pole Mount Fusing Terminal 1200mA Generation be ordered Type3 (50/6OHz) with #2lens16 Pole mounted Twist Lock Block Customer specified FPt Single RAIL Specify separately 3Type 3 HVU 347-480V LLC3 Integral module motion sensors Receptacle 7 Pin (120,277,347VAQ' RPA 48L 900 CW-G2 (See 3-90 Rotated (50/6OHz) with#31ens16 (see accessories) TLRPC FP2 Double Round Pole optional 48LEDs 900mA Cool White accessories) left 90` LLC4 Integral module Twist lock (208, 240, 480VAC)' Adapter color or RAL (3 modules) 1A 5000K,70CRI with #4lens 1I (ex:RAL7024) 1050 mA Generation 2 SF 3 270 Rotated Receptacle w/ p FP3 Canadian Double (fits to 3"- 3.9" CC Custom color 12A Slip Fitter right 270° DynaDimmer: Automatic Photocell' Pull (208, 240, 480VAC) O.D. po(e)10 (Must supply 1200mA Mount" Type Profile Dimming HIS color chip (fits tot'/s" 4Type4 Surge Protection Internal for required C550 safety 50% 64L 900 O.D. tenon) 4-90 Rotated Dimming, 7hours' (iOkAstandard) Housing factory quote) SP2 Increased 20kA 64LEDs 900mA WS left go, CM50 Median 50% Side Shield (4 modules) 1A Wall mount 4210 Rotated Dimming, 8 hours' 1050mA with surface right270° CE50 Economy 50% conduit Dimming, 9 hours' rear entry Type5 DA50 All Night 50% 5 Type 5 permitted Dimming' RAM 5W Type 5W CS30 Safety 30% Retrofit arm AFR Dimming, 7 hours' mount kit' Auto Front Row CM30 Median 30% AFR-90 Dimming, 8 hours' Auto Front Row, CE30 Economy 30% Rotated left 90' Dimming, 9 hours' DA30 All Night 30% A Dimming' ro Auutoto Front Row, Rotated right 270° 1. Available only on 120, 208, 240, and 277 (or UNV) 2. Specify Voltage 3. Not available with 347 or 480 voltage 4. HIS not available with Type 5 or 5W optics 5. DD is required for LLCR and pole mount motion sensor Dimming leads are supplied through back of luminaire. Must be ordered separately (See accessories page) ECF-S_Gen2 09/17 page 1 of 9 1992 DRIP UNE SNOW FENCE BOARD FENCE 6. DCC and LLC2/3/4 not available with any other controls 7. TB not available with DCC 8. ECF-IMRI equipped with out -boarded sensor housing when voltage is HVU (347-48OV) 9. Mounts to a 4" round pole with adapter included for square poles. 10. Not available with SF and WS. RPAs provided with black finish standard 11. Limited to a maximum of 45 degrees aiming above horizontal 12. SW option is not available with any other control options with the exception of IMRI3, IMRI7 and SW-IMRO motion response options 13. Available only on 120V and 277V 14. Not available with DCC, IMRI3, IMRI7, SW, LLC and CS/CM/CE/DA (DynaDimmer). FENCING AND ARMORING :NCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING gp1M � TRIANGULAR BOARD FENCE Source: Va. DSWC 3.38 Plate 3.38-2 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 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 County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The followine items shall be shown on the Ian: Trees to be saved; Limits of clearing (outside dripline of trees to be saved); ocation and type of protective fencing; Grade changes requiring tree welts or walls; lr Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 11 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 5d No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. PWCConstruction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment O-peration and Storage: lJ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. So' Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fir s-: Er Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. To cMat-erials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Pr tective Fencing: 19 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. if Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. TTr a Wells: LI When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tr�Walls: ULI When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cl�nu :: l`d Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 10 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITV To CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. POAk, I-( LC OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 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. CIL �3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% i4:1i to 50% i2:1 Not To Scale SET TRUNK PLUMB, SEE C L PLANS FOR EXACT LAYOUT AND SPACING I 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. 1�3X ROOTBALL DIAMETER DIM. TREE PLANTING DETAIL Not To Scale 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 FINISHED GRADE EXISTING GRADE U JUST SIINIP L 45183 4� 10 ACINAL P III - 401 \ � q \ \ \ I So • ° 83 00 CG \ \ _ ; v v 81 X 85 \ �' Co 00 . I � �\ •. ao 0 \ \ \ \ \ \ 76 56, \ \ II \ ° 80 I \ \ OP SIGN R18.0, TV \ \ \ \ \ I I I I I 1 80 50 \ \ REVERSE 0; X8050 \v \ 83 I _—vv, GUTT 12B \ V A \ \ V 1 L \\ TRAV�ELWA B \NEW \� A,CCE • , NEW PRIVATE,,ROAD AC#S ESMTII R45.0'L ST SIGN & v.80 80�° \ V A 82so STF�EE S�;- \ \ v o BAR �' J \ I zo v \ 13 I Zoo BEGIN REVERSE ( GUTTER I I I VOO \ `\ \ I I / RELIOCATEDAN 9E �HU /POLE 3 96STREET S NEW PRIVATE ROAD i ACCESS ESMT XDARYi v so NEW OUNDARY CG-12131- 9 0'4C 12B i H 450 I SIGN y \ :. / 25 MP Q _ oa o — — 94 NEW P,BG 3 0o REVERSE GU NTING STRIP g2 g4 a FHA PLANTING RIP ° R25.0' 25.0' '6' SiD� WALK R113.0' 4" MOUNTABLE ' P PANTOPS CORN W 96 - - NE BOUNDARY 14+00 \ J — CG-6 _ ) / CURB (C� �� 93e a� / \ ' , LE WI = 9625 2 49. I i/ _ R3. \ — PPIRIV� —4PT 13+9 .1 ® T$R — \ �. =w w i F — w w -7 w — � —w w w ` 5 3�•w w —w —w —w — w HP w I w w wy%w —w +�16 p W _ ✓ \ -'_6 - R68.OJ I i \/ U z In X = a o o p N�C'4m = N � p d- F \ LLW ::�i: N 670 \ }LLJ rL(l) _ ILL J �0 ERLAY�, \ - Q / Q N O > 0-) N N R45. Q m X R2 C) m %_ a z o P 4" MC NTABLE O .� I CURB 3) vmoo: o' ry \ \ \ \ \ \ \\ \ 1 \ 7 \ \ 25 MP w \ _ 5' IDE1/VALK a °°5'm DEWALK 76 A� \ N �L� SIG / — TING STRIP � \ PLAN ING STRIP 194 "i 25 94 MP \ — — X/ — — — —�TOP — N / 0 SIGN � � v v 92 �W PRIVATE � � V ��---- / �_ I vv 90 — / \ \ \ \ � % V �- i v NEW PPIV ROAD ESMT \ — _---- - zzv)d oG �/ Q / > �CC-C� ESMT V i — NEW 1 ENT G-12C °I 8. I � � � � SkG�NMONUESMT a ��Tt �U / a \ \ RE TED �� vv AIRPOR 3IGN �a A % lh� Z \V v v\ \V \ v V v v \ r _ 66 V I — _ RELOC` T D ° \ A a -- _ _ \ I 2' GRASS STRIP// 1v •,p �i'O v v v\ v v v v 77 g \ ----- •<9 'oo ti vvv v vv vv vv 76 C \ \ 9UO \ \ \ \ \ \ \ EWE' IVATE \\ \\RO AC S \ \\ \ ESMT P S ILI ST G CO ECT TO \ \ EX. SI WALK \ WP-2 4 0 \ �OVERLA \ 12' \ \ ��\ \2' GRASS \ \ \ \WP-2 \OVER GENERAL CONSTRUCTION NOTES FOR STREETS 415 1. Construction inspection of all proposed roads within the development will be made 410 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 405 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 400 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. 5. Where urban cross sections are installed, all residential driveway entrances shall 390E 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. 385 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 Uniform Traffic Control Devices, the Virginia Supplement, and the Albemarle County 375 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 370 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. 13. A video camera inspection is required for all storm sewers and culverts that are 360 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. 355 350 FQ� \ \ 88 ' — — - 90 —— — — — — — — — CONNECT I 1 BW �P �� _ _ — — — ------ \\ \-- — EX. SIDEWAL I IN o P1� / — — \ — — — — — — — — — — — \ \ \ - - - - — - — — — — / — -- �to it N PRIV�ATEJ 358 — _ ROA -ACCESS -NEW-BOUNDARY I o \ \ \ \\\ \ 3 ESMT \\ t o \ \ \ \ 30 0 30 60 90 Scale: 1"=30' Yi 2 5 MPH \ \ — — I 1 I I I I 1 1 — J I \ 11 111 i l 3 _SIGN 54 eo 3 J \ \ i \ I I I \1 1 1 1\ 111 I I F�JJ3: .40 MONUMENT J4 8 SI`N ESMT \\ 1'— I L /I \ 1\ 1 \ \ \\ 1 I ■ 3 54\� o CONNECT TO �i I I I — ------ ----- — — -EX. SIDEWALkC I A355.61'- 45.0, ; Sao 140 S-s+GH-T— J- ` � J � �I R 280. 00' L 4�17� DICTA CE ESMT I D72`46'07" I I Ij A LA �c a;\ \ \ II I I I I w44 1 l \ \ \ \. \ I I. I I I ,Y-00 I \. PANTO PS CORNER WAY PLAN SCALE: 1 "=30' ron WP-2 MILt� & OVERLAY PANTOPS CORNER WAY PRIVATE ROAD VARIABLE WIDTH ACCESS EASEMENT 25 MPH DESIGN SPEED 1"=30' HORIZONTAL 1*=10' VERTICAL `•»�� —a /I�All�ll� • C_%mv�T—orT I L _- 5_31•IIIIIIIIIIIIImm• i«miiill 345 10+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+00 415 410 405 400 395 390 385 380 375 370 365 360 355 350 17+ 504 5 \ ,I (0 of I_ 00 N L L �L W L z. 0 I d i N 0 rn N N Q V w J I J (9 > I � W F_F- Q 0 W J N Q I rn U r V JUS 1. SHIMP > L`~ o 45183 I E E �- ;= W o _ E O U E (n Yo oa UU� � O O 0 C-)Q o� 0 Q O U � U r Q O v � O CO) O o O m m m a rn 0 0 0 0 0 l�l N NNNCIA N Dco co 0-3 N N O d- CDCDCD N CD CD CD — r-- M 0, �w o z 0 Z�� J d O Z r } Z 0 0 J � U W > 11J O W J W Q N Z W m LL Q Date 12/07/2018 Scale 1 "=30' 2 PANTOPS CORNER WAY PROFILE C11 HORIZ: 1"=30' VERT: 1'=10' Sheet No. C11 OF 20 File No. 12.025 GENERAL CONSTRUCTION NOTES FOR STREETS i 0 1 � 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. ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 EDGE OF EXISING PAVEMENT `(AS DETERMINED IN FIELD) . TACK COAT THE PROPOSED -71 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 I'/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) ac 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(c) 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(c) OF THE SPEC FICATIONS. I III oil Oil iflinfUlla"0110 NEI= VA Izill Ill 1.11 RA ♦ - X 27Y4'' MIN - 28%" MAX RAIL HEIGHT &'-3" J J J GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTES! GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN RE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER_ FOR DETAILS OF POST AND BLOCROUTS SEE SHEET NO. 5D1.O5 FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 5GI.02. RAIL ELEMENT$ ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND `T50 FEET. ALL Go-UARDRAIL POSTS SHALL BE SET PLUMB, P(� T SHALL NOT BE SET WITH A VARIATION OF MORE THAN e" PER FOOT FROM VERTICAL W-BEAM, BLOCKCUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 5C5 OF THE SPECIFICATIONS, ALL GR-2 AND GR-2A RAIL SHALL DE MAINTAINED AT A HEIGHT OF 27Y''' MN - 2l3�'';1" UA% AS MEASURED PER STANDARD GR-INS, ALL W'-(BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION,. J J J J J GR-2A s3'-IV," POST SPACING) MAX DYNAM114C DEFLECTION - 2' r • OPTIONAL GR-,2A. METHOD OPTIONAL GR-2A METH:I:: SJSING NESTED RAIL LJSINC'. ADDITIONAL RAIL ON BACK. OF POST WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF P05T FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH: SHY LS FLARE RATE FLARE RATE 70 9' 30�1 15..1 60 B' 2671 k4=1 * 50 6.5' 2111 11:1 * 4tl 5' 16:1 9:1 R 30 4' 13�1 771 ±F +A 5LK:GL5I LU MAXIMUM FLARL RAIL. FOR 'EMI-RIOID BARRIER SYSTEMS. X' D07 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS (7N FILE IN THE CENTRAL DFFICE SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE STANDAF,OS SHEET I OF z REVISION DATE (STRONG POST SYSTEM) 221 501.04 08114 VIRGINIA DEPARTMENT OF TRANSPORTATION %''.18" BOLT & NUT -- - -- - -- Q HOLE GALV. STEEL `-OD o COMMCN NAIL w SEE NOTE 5. Ir! TREATED PINE BLOCK z TREATED SOUTHERN PINE m l WOOD POST THE CRT P057 IS FOR USE WITH THE 'STANDARD GR-10 TYPE IIIOR WHERE SPECIFIED BY THE ENGINEER IN THE PLANS. V „ n, I I I I I C. r -"1" HOLE G"x 8-",V-2" TREATED 8 PINE IALOCK OR RECYCLED MATERIAL. 6" WIDE BLOCKOUT I y" HOLE-' 7-Y,., " 4"x a"x 1'-7" TREt.TEL PINE BLOCK. 4" WIDE BLOCKOUT GR-2, 2A s•. - � I YA HOLE TREATED PINE BLOCK OR �`a" � RECYCLED MATERLAL FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN V-0„"" STRONG RUST 8'-O" PGST GUARDRAIL KEOUIRED $g�.��e DETAIL A �r POST VAY BE HOT ROLLED OR wELDED. _ GUARDRAIL INSTALLATION HOLES SITES REQUIRING LONGER GtJARgRAJL P(3ST5 Rf a J NOTES, NUT 6OLT TREATED PINE 1. ALL BOLTS, NUTS, WASHERS, AND OTHER - II &NUT & wa BLOCK STEEL ITEMS ARE TO BE GALVAnIZED. - II RECYCLED w ED MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY _ BE INTERCHANGED ON ANY ONE PROJECT WITH - II WFI.13.5 OR , z THE RESTRICTION THAT THE SAME TYPE pF II W8"� POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RIJN OF GUARDRAL II OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE JOINT, HARDWARE, ETC. SEE SHEET NOS.501,Di GALVANIZING AND 5O1.03. . II 4. TRINE NAIL ON BOTH "IDES WITHIN 2" GF THE TOP OR BDTri1Ai OF BLOCKOUT AFTER �" ■ 16 BOLT 15 INSTALLED, HOLES IN POSTS ANG BRACKETS TO BE Y." DDt CRT POST STEEL PAST IFICATION A COPY OF THE ORIGINAL SEALED AND SIGNETS DRAWING 15 ON FILE IN THE CENTRAL OFFICE.. ERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) 505 VIRGINIA DEPARTMENT OF TRANSPORTATION X'v' C)l ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 -14 501_D5 410 405 400 395 390 385 380 375 1 TRAVELWAY B PLAN C 12 SCALE: 1 "=30' • • 30 .• •• Scale: 1 • l TRAVELWAY B 37' PRIVATE INTERPARCEL 0 CONNECTION w 15 MPH DESIGN SPEED J AADT=2300 1"=30' HORIZONTAL 1"=10' VERTICAL N o a o U � U o_ PVI STA. 10+50.0 - PVI ELEV. 382.30 Co o o . 131.8OSD -.34% -- CD-1 15.00K-Val _ - n w ~ �z a' I > w wGRADE -- - - r 0 I I nI `c01r nin I �Irn OJ I r7M r7M n1l )M 370 10+00 370 365 360 355 350 345 10+50 11 +00 2 TRAVELWAY B PROFILE C12 HORIZ: 1 "=30' VERT: 1'=10' 11+50 12+00 i LF WATERLINE - UNDER RTE 2 . O OCD O H7 0----- _----------------------- z N ---- O 0 o+ _ Q_ Oo � 18R 77_LF-8_WT MORTAR -LINED, COATED CLASS 521 RIOR CEME11 �XTERIOR ZINC DIP WATERLINE w Q m o 3 01 I = DaIX I I I z w "t~ z� .00 ��0a 340 10+00 10+50 11+00 11 +50 370 365 360 355 350 345 0 _J wo 12+OD40 E 0 I-Ofa WATERLINE PROFILE: ROUTE 20 CROSSING HORIZ: 1"=30' VERT: 1'=10 410 405 400 395 390 385 380 375 12+ 37570 0 r C U JUST . ' 1. SHIMP > L`~ o 45183 09 1 ?[911 #5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN. JOINT 12:1 MAX y =- <M 112:1 MAX M B 2' B 4 RM1P (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 MA 20 :1 48 :1 z' MIN.II SECTION A -A PERMISSIBLE CONSTRUCTION JOINT o SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. SPECFICATIM REFERENCE 105 502 CG-12 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION MAX• 5' MIN 1 ROADWAY GRADE MINIMUM RAMP LENGTH IN FEET IN PERCENT tr 4" CURB 6" CURB f A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR OSSWN•K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 1 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION PERMISSIBLE A CONSTRUCTION *5 DOWELS, B" LONG JOINT 0 12' C-C 4, a� MINxx. N ^�Q 8' 0:1 10:1 B Ax MAX B TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS A TYPICAL DESIGN BACK OF CURB 12:1 MAX • 48:1 MAX. 20: 1 SECTION A -A MIN ERMISSIBLE CONSTRUCTION JOINT °SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF THE M ARKED Y TRAVELWAY SHALL y BE PROVIDED WITHIN �J �3 CROSSWALK AREA N 0 a y V) �� o U N U (n C�OSSW �K 0 C SSWJK TYPICAL PLACEMENT U� OSSWALI TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION 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. REATIM REREFFERENCEE CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES Of MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER, TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. MIN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG 1q:1 MPX BOTH SIDES OF THERAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2'. 1B1 MA'X- 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 6ONTIN000S ; UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -' ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED K ** AND USED BY PEDESTRIANS. 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 PERPENDICULAR TO THE CURB. AT XX ,SAME AS TOP OF CURB 9. TYPKC,� CppNCRETE SID ALK IS 4" CK. VFiEN THE ENTRANCE RADII CANNOT TYPE C ACCOMMODATE THE TU ING REQUIREMENT.sOF ANTICIPATED HEAVY TRUCK TRiIGK°TRFIcI FOR CONCRETE DEPTHCO ERCIAL ENTRANCE (HEAVY PARALLEL &PERPENDICULAR 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 16" - 2 4„ � TRUNCATED DOME C-C O 0 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + NO 0000000000000002 U N 0 0 0 O O O 0 O 0 0 0 O 0 O 0, 0.2" �5DX1615Y' OF BASE DIAMETER O O O O O O O O 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 1.4" VARIABLE DIAMETER 4' MINIMUM. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL S OF 4 SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACESPECFICATION V, 7/O5 REV. 7/05 GENERAL NOTES is 203.06 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 02 �I A E, 1 PERMISSIBLE CONST. 5' MIN. JOINT I TRUNCATED DOMES A EJ SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 z'-o" 1 5'-0" BACK OF CURB 12 : 1 48: 1 A) 20 : 1 e 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 5 10 6 7 14 7 13 15 8 1 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET.REGARDLESS OF THE SLOPE. 21 03.O5A I 203.07 C9.11 DI-3A, 3B, 3C rvo euclnu rrour (RADIUS TO BE AS I w C A STREET APPROACH SAME SURFACING GENERAL NOTES SHOWN ON PLANS) y AS MAINLINE ROADWAY (SEE NOTE 31 1'_ WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS T✓J BE AS SHOWN ON PLANS) OR CG-7. THE CURB FACE ON THIS STANDARD IS TO BE ►D4USTED FO MATCH TW MOUNTABLE CURB CSC-2 ORTCG-8 L---- CONFIGURATION. / 2: SEE St*10ARD CC-12 FOR CURB RAMP DESIGN 10 BE & SIDEWALK USED WITH THIS STANDARD- - _ �$IOEWA.LK r (SEE w NOTE S) OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE FLOW LANE Ri'W LINE (EXCEPT ANY SUBGRADE STA.BR.r#A:T(GN ,--- REQUIREDNLINE NT WHICH CAN BE M 4NTRAICE EXPLS10dN EXPAJOINTNSION INR I OMITTEDLL JOINT 4, RADIAL CURB DR COMBINATION CURB AND GUTTER -- " "- - SHALL NOT BE CONSTRIJCIED BEYOND T11E R/W LINE NOTE: WIDTH "B` 2'-D" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION A 0 LiJY Q 3 rn 0 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. 12:1 M 5 MIN )K)K 2 l AT A,' , 2" HIGHER THAN EDGE OF PAVEMENT AT * * , 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' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE SPECFICAnEN RffERENCE 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 502 EXPANSION KEYED 3'-10" FOR DETAILS OF INLET FRAME & COVER BACK OF SIDEWALK JOINT y CONST. s JOINT BARS D \ya% GUTTEF SEE STANDARD IC-2. i� BAR G WARF 4^ " 2" wo �� GUTT BARS C„C„G„ 2" ='HI a BARS B BAR C 2 I - __ __ SUBBASE HARDWAft _ \� IFiI AIRS F __ CLOTH I C) o BARS F WEEP HO 1 W+ I o SEE NOTI a X I I r--A =0 = - - - FLOW FLOW I FLOW 1.-0„ 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB NOTE! ALLOWABLE ENTRANCE GRADETABLE ISNOT FOR USE IN SAGS WITHOUT GUTTER APPLCABLE TO STREET CONNECTIONS BOTH SIDES TO BE SYMMETRICAL SPEC; r %CAT ION tT �V DOT SPECIFICATION REFERENGE METHOD OF TREATMENT i STANDARD CURB DROP INLET REFERENCE ROAR Adu HHIDGE 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' 3233 02 1L;Z REVISION OAT F. SHEET 1 GT 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRCANIA DEPARTMENT OF TRANSPORTATION 104.09 08/10 203-04 III _ ARS `BAR FD FACE OF CURB -/ r- BAR A NOTEVSv� 1� GUTTER CONTROL JOINT CRACK CONTROL JOINT W 8 2 88 �� h �I PLAN 3 ° SECTION A -A MIN. 10' MAX. /- KEYED CONST. JOINT L-VARIABLE - MAX. 20' 1 2'-10" WARPED �.. �2'-0"..{ 8" 2'-6" 30„ 8" ,_2" GUTTER ELAN VIEW ENTRANCE NOTES I I N N I r'B � M BARS A APPROACH 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE II TURNNG REQUIREMENT'S OF ANTICIPATED HEAVY TRUCK _ Zi MANLIN_ ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK 6 CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LiA6TS OF THE RALNI SHOULD BE I I - - - - - - - - - - - - - - - - - - - - - - - - : •7" INCREASED TO 7 . (SEE CG-13) BLSG-}--IEDGE OF PAVEMENT OR X MAX. O OPTIONAL FLOW LINE SLD-r CHANGE ® - - 6. PLANS ARE TO INOrCATE WHEN CONSTRUCTION CF A FLOW 1 BARSARS E B D(SEE LINE IS REQUIRED To PROVIDE POSITIVE DRAINAGE ACROSS I *3" DIAMETER BARS E - - - N(]TE 7)THE LNTRAN". WEEP HOLE FRONT ELEVATION BARS F a° r 6" 6" eARseMAINLINE ROADWAY � -�- 8X MAX. O 7. THE DESIRABLE ANO MAXIMUM ENTRANCE GRADE CHANGES - - - (GUTTER REMOVED) SLOPE CHANGE "❑" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE THESE VALUES AK U07 APPLICABLE TO STREET 5"4;RN. CONNECTIONS. 8 I� I_ 5XI/q" BENT PLATE \ SECTION B-B 20 MINIMUM FOR CDMMERGIAL ENTRANCE INTERSECTION NOTES r/a" R 8- WHEN CG-11 IS USED FOR STREET CONNECTKDNS, THE TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 & CG 7 STANDARDS. L2%p"X21/y"XI/q" CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. AASHIOTJOVN MUST BE DESIGNED AN APPLICABLE RtODANCE WITH v GALVANIZED AASTHE POLICY AD TIE MUAREQDIIRE STO TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A I SECTION A _ A SIGHTDIF VDOT ISTANCE AND KEVALUE REEQ INCLUDING STQPPING TYPE B TO X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. 9. OPTIONAL FLOWLINE MAY REQUIRE WARP+NG OF A CONNECTORS AND IS TO BE ANCHORED WITH I/z' X 4" STUD SHEAR NOSE DETAILS PORIWELDED TO BENT PLATE AT 2'C-C. ACROSS THE ON OF GWTER EC©ONUTTER TO ROVIDE POSITIVE DRAINAGE APPR. PAVEMENT 2,. O DI-3A L DI-3B L DI-3C L WARPED PAVEMENT ALLOWABLE ENTRANCE GRADE CHANGES I^ -I CLASS A3 .e. a, CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANGE D DESIRABLE MAXIMUM HIGH I MDNIV THAN 1500 VPD 0 x 3 k MEDIUM 50N)-1500 VPO S 3 % 8 % LOW LESS THAN 500 VPD S 6 9 6 X CG-3 201.02 2" OF SM-9.5A SUPERPAVE 000000000000000000000 0 00 6" - VDOT #21A BASESTONE IIIIIIIIIIIII COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR PARKING LOT Not To Scale 2" OF SM-9.5A SUPERPAVE 5" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 0000000000000000 0 0 0 0 0 0 0 0 8" - VDOT #21 A BASESTONE IIIIIIIIIIIII COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR PANTOPS CORNER WAY Not To Scale 2" OF SM-9.5A SUPERPAVE 3" - ASPHALT CONCRETE BASE COARSE TYPE BM-25.0 0000000000000000 0 0 0 0 0 0 0 o g" - VDOT #21 A BASESTONE IIIIIIIIIIIII I� COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR ROAD B Not To Scale 2„ 5„ •e 2" R �. 3„ 4„ 6... 1„ R e p pD �. SEE NOTE 4 � e' • p.. p, • s. e. s. 7" SURFACE BASE SUBBASE 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 AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILI,, COINCIDE H THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. WIT THERWISE THE DEPTH IS TQ, BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N 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. 6RIERHCURB,�THEARTRANSITD IS OIONEIS TIED Q IEOMADE WITHIN HIN W 10'OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION MU) TREATED WOOD GATES i FINISH TO MATCH BLDGS BIN _===== GxG KEY SECTION G" TREATED WOOD GATES ^T� 4" - 3,000 PSI CONCRETE 4" - VDOT #21 A BASESTONE COMPACTED SUBGRADE TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR D0Q0 0 000 0o0 0 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21 A TIIIII 0 or -COMPACTED SUBGRADE TO BE FIELD VERIFIED DUMPSTER PAD DETAIL Not To Scale STONE #4 O @ I G" O.C. #4 O @ 30" O.C. #3 O @ 12" O.C. IIN. 11 C I- U 1U5T . ' 1. SHI P ` L`, 45183 ed 1 2 -G" - - -- - 17-------------, I G" BOLLARD I I I I I I I I I I I I I I I Ig L I I I L- L - _J 4 x 4 STEEL COLUMN Q DUMPSTER PAD SEE DETAIL ABOVE 8" VDOT 21 A Compacted Stone ELEVATION DUMPSTER PLAN Under Curb NOTE: Dumpster detail to be modified to fit existing Configuration. Dumpster to retain general dimensions, material, and no less than 6' height. SPECFICA E 6 DUMPSTER ENCLOSURE DETAIL 105 C 3 Not To Scale 502 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE V00T ROAD DESIGN MANUAL. 6„ D D> D D D 1'4" > .� .� 7„ e e p e p D IN D D D - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 8" VDOT 21A Compacted Stone Under Curb EORSNCE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION V. 9/O6 201.03 4" �2 RADIUS a. 7%z" . i 15" �_.A MIN SURFI a :a .A MAX. a . a BASE I a .- d•' =.a SPECIFICATION REFERENCE 105 502 CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET, OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4„ 2" R 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHO�N IN APPENDIX A OF THE VDOT ROAD ESIG MANUAL. a• .a• 6n •d "�'•d • SURFACE SEE NOTE 4 a • • a a • BASE SUBBASE 6" 8" VDOT 21 A Compacted Stone Under Curb STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION V. 9/OB 201.01 410 405 400 395 390 385 380 375 370 365 360 355 350 345 340 10+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 '"! MIN. 12" CLEARANCE BE PREFORMED BY "! BETWEEN EXISTING PIPE MANUFACTURER OR '"" AND STONE BEDDING SAW CUT TO FIT PIPE .. OUTSIDE DIAMATER PLUS 6'. .. 12" THICK VDOT Mtn:' No. 68 STONE BEDDING 8"x8%16" AND 4"x8"x16" �• SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE 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 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-At TD-26 i, IVY IVY ��iY VYI TiY— sli woo wow�i i, i, it •• � iZiit+i'—� � . • — 1� M MINE! i, i, i, fib I iI/"; • .. � i, i, is •. �_ MW 0 P_ _p 0-0 59_6;110��. • • �,� fib its 2, ��' • ■ In I I , �� • ,. ■ ilia i i:K��/�:ii:�� -_ ■ _ _• il■�1 S7 ■ �� ma's � .. ■ �iid `� �_ ■ ` i� fi7 �_ ■ ilk ii� ■ 12+50 13+00 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't0 10'� I iD' - I ' I r V WATER SEWER 3 A 0 of £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER L SEWER 30' MINIMUM �z CA b �( SEE PART 3, PARAGRAPH DJ SEPARATION OF WATER L 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 ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 70 OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SERVICE LATERAL IN 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 11 D 27 1 /2" DIA [699mm] m 26 1/4" DIA I� [667mm] �I 90 DIA Of [50606mm] C 28 7/16" DIA [722mm] T 36" DIA �J [914mm] FRAME SECTION STREET SURFACE OR NON -PAVED AREA 6�6; V-0" MAX RUBBER COATED STEEL I STEPS CAST IN PLACE 3'-0„ MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS A 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 BE FILLETS 3/4 DIAMETER OF CONTRIBUTING T SEWER. t a A FILLETED INVERT FOR A SMOOTH ` q �g ., 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 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 16+00 W \,\.-(2) CORED PICKBARS 1 1/B" (29mm) DIA BOSS 1 1 /2" [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-I-B 2" BRANCH 16+50 17+00 410 405 400 395 390 385 380 375 370 365 360 355 350 345 17+5�40 NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSS USE' APPROVED FLEXIBLE RUBBER 5(' d GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY �90' RESTRAINED BEND 'E INFLUENT e ° PIPE q "a ° MAIN SEWER PIPE PLAN PROFILE pr MIN. 6' BEDDING WITH NO. 68 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 SCR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 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 4S 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 3611MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT ,-d * 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 r Jus1. SHIMP > L 43 45 183 T'y,01iAL TD-27 385 380 375 370 365 360 355 350 405 400 395 390 ` - 390 385 380 375 370 365 360 355 350 �_l •EW• GRADE • - -.. - .• • NINE NINE MEN!NINE � _ OEM MEN!� MEN! MEN! 115 MINE mimpi qmmm�" -•® =, MMlII1� ��1% • • �!! 0 mml_q SIMON NINE- ._ m MEN!ku OEM• ■ MEN! NINE MEN! NINE MEN MEN! ■ Ml �m NINE 390 385 385 380 380 III IIII 375 375 370 370 II,I 365 365 Ili 360 360 355 355 0 350 �v� WD— vv a i/ \YV �v11I—�\�1f77—� IN IN IN IN IN IN 0 !_ MMffII _ _ IN IN i _ '�1 w��I • � 1� _'a ME '7L7�11111111 .■ : - i■fi' IN IN -- ;oil R. IN NEW �n 9-9 n Mill �mll IN �'� • I n IR7 •• �� I_N_ • mil © �► Al ■ _ � �— �—II�� n SIMON IN - •' - - •'• NUJ IN MEN MEN 11 MEMO MINE r 'A MEN! W�Avm WAIN 1411111111�—far0 wa- • � �- AEA � �� 10+00 10+50 11 +&im 345 10+00 HORIZ: 1 "=30' VERT: 1'=10' �/IrAl111_�tii'— �a • �r �iillllllllJ� �� MlMWII MINNIE 400 395 385 380 390 375 385 370 380 365 375 360 370 355 365 0 360 10+00 10+56 355 350 10+50 11+00 11+50 12+00 12+50 13+00 13+50 2 STORM SEWER PROFILE: A5-A13 C15 HORIZ: 1"=30' VERT: 1'=10' 14+00 i� V tiIL7� - MEN! MINE MEN! MINE MEN! MINE MINE ts., MEN! MINE MEN! MINE MEN! MINE �' MEN!�_ �_ ■ MMlI MINE MINE M .. m owmil—ll. MINE INNEMENNE © MINE - ■yGl1111100111 MINE My 1�I �. a .• �':�: f ._. .... •• v te1:71Dim lii ®. •_ —� INS INS IIIIN I _ _.a•�'' _ .1• mom mom awwww"dw SOMEONE FILL UNDER PARKING LOT MEN IIENI MINE iFF"p-w- MENINE ■-- MEN MINE III l�� _ MEN MEN■—IME311 OPENS CP • III MINE_—_ MEN MINE MINE■-- MEN I MINE ■-- MMlI MINE ■-- rl T n l-) M A rl F-( A N r- F-) I-) l-1 r`l F- I I r- A n A n y/ 10+00 HORIZ: 1 "=30' VERT: 1'=10' 380 375 370 365 360 355 350 MENLO BCi�3■1- I�_:als�� _ IIIIII■li■�y • i I—■ �u 11111■1■-„ 111111■ —_ GRADE —_. COMPACTED FILL III 10+50 385 370 380 365 375 360 370 355 365 350 360 345 355 0 340 11 +00 11+50 12+00 12+50 13+00 13+50 14+00 4 STORM SEWER PROFILE: 31-B7 C15 HORIZ: 1 "=30' VERT: 1'=10' MEMO �• � 1� MENNEN 1� - NONE two 10111111111111• lil�� _ • 111401111111111111 �. _ •7�F� ' • y - 11111.■ , __ � IIII_ ��■ "M 1� m li— = �li- �� %r DDT - - r;>• :,ice MINE 1� MINE MEMOIR MMlIliVI MINE 10+00 10+5v 10+50 STORM SEWER PROFILE: B 1-B 1 A HORIZ: 1 "=30' VERT: 1'=10' 11+00 11+50 12+00 12+50 13+00 ��STORIVI SEWER PROFILE: C l -C4 HORIZ: 1 "=30' VERT: 1'=10' 405 400 395 390 385 380 370 365 360 355 350 345 340 1 = 2 EX. c� o GRADE '0 r O O �> �Q w01-- Lil U..., o 00- W 34,31 LF HP STORMN CD O o 15 1.46% o EW GRADE - =D &D Lr 00 Z H I- fr- Z Z J W 405 400 395 390 385 10+00 10+50 11 +00 11 +ff 00 STORM SEWER PROFILE: D 1-D2 14+50 14+50 385 380 400 375 395 370 390 365 385 360 380 355 375 350 370 345 365 340 360 335 355 330 15+00 Al CA 15+50 16+00 16+50 MEN! • . • •ME ,• MEN!� MEN!MEN! � MIN. •' pt�nmwl �� ■ m� MEN! nq DETENTI BARRELS SECTION 1 IIII. • -�11♦II, 1,-,�■■ MNE 11 SIMON WRAP TO" MEN 1m,MEN •�• �• .... I MIMI■1� :• ADDITIONAL 1 ALL ACCESS— ■�■Q MOORS lid �:■�■�—NOT MEN ��ll RISERS SHOWIIZANOMMI TOTAL � AEM MINIM- . 1 !_4 • 15+OD 0 10+00 10+50 I 11+00 11+50 1STORM SEWER PROFILE: Al -A4 HORIZ: 1 "=30' VERT: 1'=10' 385 380 375 370 NE 365 360 & SIDES IN FILTER R DETAIL 355 350 345 340 335 330 V ' 0 0 0 • 405 0 [1 0 z 400 w N w z z 395 I w a z 2 390 � O 0 w� Z 385 380 \vim O rn 375 q N w 370 J I J 365 w I w 0 360 w � NQ 355 350 33AF 17+of c U 1U5T . ' 1. SHIMP > ed, ?[q/ le:7) 'y"ONAL 'C IS-1 SL-, #5 BARS . 8" C-C TYP. BARS If-#5 @ 8" C-C TYP. ILI_I I SHAPE TO ELEVATION OF MID -POINT OF A I I I I I I A e T T e �i LARGEST PIPE.r I I I I I I ','• LTI SHAPE TO I 30" DIAMETER 1 T R CONTOUR OF PIPE I I �� :• I IIIII I TT i I I I I I T T-f-I TTT-.•� ' �� STRUCTURE SIZE AND PLAN WALL THICKNESS VARIES PLAN 9 SLOPE TO DRNN TO INVERT ` \vY�jJ OF OUTLET PIPE SECTION A -A i i• TRANSITION BETWEEN�� PIPE DIAMETERS WHEN ` METHOD OF TREATMENT IN DROP INLETS "•'. •. f^. - •. DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. a CLASS A3 CONCRETE SECTION A -A CLASS A3 CONCRETE SECTION B-B NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF \� SLOPE TO DRAIN TO INVERT OF 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRANAGE SUMMARY SHEET ANDAOR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF STRUCTURE. j OUTLET PIPE ADJACENT SAFETY SLABS SHALL BE B' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 5 FEET MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW MY INLET PIPE OF 30" DIAMETER OR GREATER. N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / e 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, / .•x ��''• ��:i!•:i. •: 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY, FOR FURTHER DETAILS 5 BARS . 8" C-C TYP. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACEn:{j•:;ij.,, SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE .•:.%::•. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE Zf OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. • CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4D00 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH A/SHTO M31. •••,r ;. ,; .,�.,;►t�.,��. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED — — -- e 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). CONFIGURATION AND FLOW LINES. SECTION B-B PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES tVpQT ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS SPECIFICATION REFERENCE ROAD \V= ANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES SPECIFICATION ANCE SHEET 1 OF I REVISION DATE VIRGNIA DEPARTMENT OF TRANSPORTATION 302 SHEET 1 OF 1 REVISION DATE VIRGONA DEPARTMENT OF TRANSPORTATION 3m M.08 106.14 HORIZ: 1 "=30' VERT: 1'=10 16 GAGE ALUMINIZED STEE WIRE TRASH SCREEN. WEL TO INSIDE OF CMP PIPE'. 4 PROP. GRADE ELEV=374.5 PROP. GRADE � II I II I II I II II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II � II I II � II I II � II I II ki I II I II�IIII=1 I I=1 I I=1 I=III, III ;,I i I-1 11-1 11=1 11-1II-III-IIItPAVEMENT_ - I_ III -III -III -III III- - ACCESS RISER I�II�II�I�IlI�111;III;III III-III-III-FAVEMENT W. LADDER COMPACTED SOIL ACCESS RISER BACKFILL CBR=10.0 W. LADDER COMPACTED SOIL NOTE: DETENTION PIPES BACKFILL CBR=10.0 SHALL BE MIN. 16 GAGE EX. GRADE ALUMINIZED CORRUGATED PERFORATED STEEL. US 160 NW JOINTS AND RISERS US 160 NW FILTER FABRIC SHALL BE WATERTIGHT. FILTER FABRIC (TOP) (TOP) EX. GRADE _ TOP STONE-363.00 ------ ------------------- --------------------------------------------------- --- - ---- TOP ------- =--STONE=363.00 ----------- = - 10- R WSE 362 - 1' #57 STONE _ "_ 1' #57 STONE I I 2' MIN. II 2-YR WSE 361.32 CMP TEE CMP TEE CMP TEE C OVERLAP ii / PER PLAN PER PLAN PER PLAN P (TYP.) '�3.0' 4. 0' 96" PERFORATED CMP 4 0, 96" PERFORATED CMP 4 O,y 96" PERFORATED CMP 4 LADDER WELDED SPACING (TYP.) SPACING (TYP.) SPACING (TYP.) SPA US 160 NW -/ TO CMP LADDER WELDED FILTER FABRIC 0 CMP (SIDES) INV ELE=354.00 - - _ _ - INV ELE=354.00 T ELEV=377.5 (HIGH END) ACCESS RISER W. LADDER EX. GRADE 2-YR WSE 361.32 , 2' MIN. aN ; OVERLAP ' (TYP.) I LADDER WELDED US 160 NW TO CMP FILTER FABRIC (SIDES) INV ELE=354.00 1' #57 STONE BOTTOM STONE=353.0d 1' #57 STONE 1' #57 STONE BOTTOM STONE=353.001' #57 STONE 1' #57 STONE I I I _ _ _r _ _ 1 I _� I I -III -III -III -III -III -III -III III=III III III -III. I I �, ; ,I � I -I � I -I � I -I � I -I � I -III -I ICI � II � II � II � II I II � I -III -III- - i I-III-III=1 I I- I -III -III -III -III =1 I I- I-1 ' III III -III- I I I III -III -I I III III -III -III-I' NOTE: FILTER FABRIC SHOULD NOT BE NOTE: FILTER FABRIC SHOULD HET -I � I-' ' 2' MIN. OVERLAP PLACED ON TRENCH BOTTOM SOIL SUBGRADE PER PLACED ON TRENCH BOTTOM 2 MIN. OVERLAP 1 UNDERGROUND DETENTION SECTION R4.0' 3 TRASH SCREEN DETAIL C16 SCALE: 1'l SCALE: 1 "=5' WELD LADDER ONTO 100-YR ELE=364.59 BOTH SIDES - - - - - TOP ELE=363.00 10-YR ELE=362.85 12" WEIR ELE=360.72 (B) TOP TRASH RACK 2-YR ELE=359.24 3"x8" ORIFICE (A) BOTTOM R4.0' TRASH RACK INV ELE=354.00 7" 0 ORIFICE NOTE: WEIR PLATE SHALL BE 14 GAGE PREMANUFACTURED ALUMINIZED STEEL REINFORCED & WELDED TO CMP DETENTION PIPE DETENTION WEIR PLATE DETAIL SCALE: 1 "=5' �- 30" CMP ACCESS RISER UPTURNED 8' CAP ELE=366.00 CMP W. CAP 3.00' 4.00' �. urw"-w � x l r';-II r, Y wA rr.� TOP ELE=362.00 / ELBOW JOINT / 00' / 9' WEIR PLATE / / 8' CMP i ELBOW 30" ADS HP -STORM 8' CMP INV ELE=354.00 DETENTION BARREL 1 DETAIL SCALE: 1 "=5' UNDERGROUND DETENTION CONSTRUCTION NOTES: IMPORTANT: THESE NOTES ARE GENERAL INSTRUCTIONS FOR DESIGN AND CONSTRUCTION OF THIS DETENTION SYSTEM. MANUFACTURER'S GUIDELINES SHALL SUPERCEDE THESE NOTES. IF DISCREPANCIES OCCUR BETWEEN THESE NOTES AND MANUFACTURER'S GUIDELINES, CONTACT DESIGN ENGINEER IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL MANUFACTURERS GUIDELINES. CMP DETENTION NOTES: 1. MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE. THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION AND TO SUPPORT HORIZONTAL PRESSURE FROM THE PIPE. THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: 1.5D + 12". 2. MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE: 3.OD BUT NO LESS THAN D + 4'0". 3. FOUNDATION SHALL BE WELL CONSOLIDATED & STABLE, CAPABLE OF SUPPORTING FILL MATERIAL LOAD. 4. OPEN -GRADED GRANULAR BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, 4" TO 6" IN DEPTH. SUGGESTED PARTICLE SIZE OF 1/2 CORRUGATION DEPTH. 5. PIPE MATERIAL: 14 GAGE ALUMINIZED PERFORATED CORRUGATED STEEL PIPE, 3"x1" CORRUGATIONS OR EQIV. 6. HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION. 7. THE BACKFILL MATERIAL SHALL BE A FREE -DRAINING, ANGULAR, WASHED -STONE PER AASHTO M 43. USE #57 STONE FOR BACKFILL. MATERIAL SHALL BE PLACED IN 12" MAXIMUM LIFTS AND SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL -SLICING, RODDING, AIR -TAMPER, VIBRATORY PLATE OR OTHER EFFECTIVE METHODS. COMPACTION IS CONSIDERED ADEQUATE WHEN A DENSITY EQUIVALENT TO 90% STANDARD PROCTOR IS ACHIEVED OR WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR OR UNDER FOOT. THE PROJECT ENGINEER OR HIS REPRESENTATIVE MUST BE SATISFIED WITH THE LEVEL OF COMPACTION. INADEQUATE COMPACTION CAN LEAD TO EXCESSIVE PIPE DEFLECTIONS AND SETTLEMENT OF THE SOILS OVER THE SYSTEM. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO -LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN THE SYSTEM AT ALL TIMES DURING THE BACKFILL PROCESS. BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM. 8. INITIAL OPEN GRADED GRANULAR BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). 9. TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT. 10.FINAL BACKFILL MATERIAL SELECTION ABOVE THE SPECIFIED STONE LAYER IS COMPACTED SOIL BACKFILL, MIN CBR=10, PER PARKING LOT PAVEMENT DESIGN SECTION IN THE PANTOPS CORNER SITE PLAN. 11. GEOTEXTILE SHALL BE USED AROUND TOP AND SIDES OF STONE BEDDING TO PREVENT SOIL MIGRATION. 12.FOR MULTIPLE BARREL INSTALLATIONS THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE PIPE DIA./2. FOR PIPE DIAMETERS 72" AND LARGER, NO LESS THAN 36" SPACING. PROJECT SPECIFIC SPACING IS DIA/2 = 48". 13.CONTRACTOR SHALL ENSURE DETENTION PIPES ARE SOILTIGHT AT JOINTS BY UTILIZING GASKET AND HUGGER BANDS. (SEE CMP BAND NOTES) CMP RISER NOTES 1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT. 2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4. 3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL. 4. IF RISER HAS A HEIGHT OF COVER OF 10' OR MORE, USE A SLIP JOINT. 5. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: a.12" THRU 48": 1-PIECE b. 54"+: 2-PIECES 6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED. 7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS. REFER TO RISER DETAIL. 8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES. 9. PREMANUFACTURED STUB -OUTS FROM THE DETENTION PIPES SHALL BE PROVIDED FOR RISER CONNECTIONS. ALL OTHER RISER JOINTS SHALL BE SOILTIGHT. CMP HUGGER BAND & SLIP JOINT NOTES HUGGER BANDS OR EQUIVALENT SHALL BE USED TO ATTACH SECTIONS OF CMP PIPE. SLIP JOINTS SHALL BE USED TO ATTACH RISER SECTIONS WITH A TOTAL HEIGHT >- 10'. BAND MATERIALS SHALL BE 14 GAGE ALUMINIZED STEEL OR EQUIVALENT PER MANUFACTURERS RECOMMENDATION. 1. BANDS SHALL BE SHAPED TO MATCH THE PIPE. 2. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: a.12" THRU 48": 1-PIECE b. 54"+: 2-PIECES 3. BAND FASTENERS SHALL BE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. 4. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2-2/3"x1 /2" PER MANUFACTURE RECOMMENDATION. 5. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. 6. 0-RING GASKETS SHALL BE USED FOR RISER CONNECTIONS. FLAT CASKETS SHALL BE USED FOR CMP DETENTION PIPE CONNECTIONS. MH-1 FRAME & COVER 4" MIN.-, 4" PREMANUFACTURED RISER STUB II 375 370 365 KiY�1 K1.'17 350 10+00 r/� FOR THE 5 RISERS IN ASPHALT PARKING / LOT, PROVIDE 5' DIAMETER CONCRETE SUPPORT SLAB 4" THICK, 3000 PSI. PROVIDE MIN 4" GAP FROM TOP OF CONC. TO RISER RIM ELEV. TO ALLOW ASPHALT PAVEMENT COVER. PROVIDE 6" VDOT #21A GRAVEL BASE UNDER CONC. RING. WELD LADDER TO ACCESS RISER. CONTINUE LADDER DOWN TO 8' CMP DETENTION INVERT 30" CMP RISER 8' CMP DETENTION 6 ACCESS RISER DETAIL C 16 SCALE: 1 "=5' '-PROP. __j w moo Oo o O LZ m cn �ACCFSS RISER w EX. cn (SEE DETAIL) i TOP PIPE =362.00 - TOP STONE BRI FILTER FAC -363.00 STONE -' Jr 72.0' \ 1 ucsEa-BAND-I. 1 GASKET AT CMP pp$. LOCATION-8.0 PER MNUFTR. SPEC 72 LF CORRUGATED PERFORATED ALUMINIZED CMP (TYP.) PROVIDE MIN. 23,625 CF TOTAL PIPE STORAGE 8 0 1 (rYP.)If \ \ NV=354.00 �OTTOM TONE =353.0 - 10+50 UNDERGROUND DETENTION TYP. PROFILE SCALE: VERT: 1 "=5' HORIZ: 1 "=10' ° P O O DpgP O 0d0q POq OO R yt0c®0�bOo tlP�°co'.0o0ooPfl0,Op 0 �P� �O M00 ® ° o a can a v � la Isolill is L-r Vllrl-I I I HHOPE I II I II;r ..... n l - ( I I ni Iii�.- I liner I ;'I• IOW,. nn•I :,I IueF iiifi.i ru, •d U, 1'In..l i. BMT' TRASH RACK New Trash Rack 1" Holes 30% Opening Area OOOOOOO O 000 000 000000 000000 000 000 12" Typ. Front Section 00 OC 000 °a 000 O 0 U000U O O O 011 00000 12" 6" (A) Bottom Rack (B) Top Rack Side Section Side Section ORIFICE TRASH RACK DETAIL SCALE: 1 "=5 /- d B ° /� i / a / NEVI SWM ESMT / / END PROFILE I I ° STA. 0+80 m / 0"/ACCESS I 30" (�CESS \ Q "ER � RIS I TRASH \ \ I SCREEN B1 BARREL 7 72 LF /B1 \� NOTE: EQUIP ALL \ \\ 30" RISERS WITH - LOCKING BOLT LIDSW \\ I , - W \ 17 - \ \ \ Q \ \ P�ATEJ m m m \ �:D \ 0" AC CE S- 0-ACCESS V A \\ \ I 1 28 LF I RISER \ I \ � A � RI11 SER GCE ER- \ \ \ \ TURNE9 B PR FILE L V A \ \ CD 7 p"I CEPS I TRASH \ \ \It \ \ V � (SIR (SCREEN \ 1 1 T ISCEN H I I 1 �- I I a 30" ACCESS I E PROFILE \ A5 RISER �Q d A STA. 10+ \ \ I I d- I j \ R I \ 4 I d UNDERGROUND DETENTION PLAN SCALE: 1 "=20' "R 380 v 375 � 1� v w 370 r w wE 365 360 355 r 2-- 350 11 +00 GALVANIZED STEEL STEP co ; oL 00 I� 0� N L L �L W L Z 0 I a� N 0 rn N N � w J I J (� j I � W F_ F- to I- Q 0 W LY N Q I rn U r ST-1 A R4 GRADE 60,REIN'ORCNG ROD ENCASED IN iORROSON RESISTANT RIBBER OR OTHER } MATERIAL APPROVED BY THE ENGINEER. 'DIMIENS MAY VARY WITH MANUFACTURER'S CORROSION RESISTANT us • �✓ j ,+. 1LJ I MATE AL 45183 R 4 REINFORCING ROD fr} +j /; �, CAL SECTION d d L 9 r! ,+ I ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANT E 4W FROM INSIDE FACE OF BE 1B" C-C. MINIMUM FORCE OF 700 POUNDS WHEN FACE OF THE SUPPORT. DF AN N.X;NEO FOR THE ENTIRE DEPTH aF NIT STRUCTURANE.D UNFORNALY SPACED N PRECAST UNITS STEPS NAY BE CAST N PLACE NORTMED IN HOLES PROVIDED BY THE FABRICATOR, OR DIINEW • MINIMUM OF 3" EMBEDMENT STEPS PFFERING IN DIMENSIONS, CONFlGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRCNIQ TREY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AN O HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO. CORRUGATED MALM, OR DIMPLED SURFACES. ALUMINUM STEPS SILL BE FABRICATED IN ACCORDANCE WITH ASTM 8221. ALLOY BO05-T5. THAT PORTION OF THE STEP ENCASED INMASONRY SHALLBE UNIFORMLY COATED WITH A BITUMINOUS. SOLVENT TYPE ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECPICATION TC-C-00498A ALUMINUM STEP STANDARD STEP voor RAID MD BRIDGE STAIlDMDS VIRGINA DEPARTMENT OF iRNiBPORFATION REVISION DATE SHEET 1 OF 1 10B.GS 8 M N. LADDER STEP DIMENSION C 1 6 % NTS I btanaaro haraware jyp) ELEVATION VIEW Neoprene Gasket (24" Wide) 24" Q G U i IP 24 Wide Band Standard Hardware (Typ. ) SECTION VIEW rio CMP HUGGER BAND DETAIL C16 SCALE: 1 "=5' 9� a� TOP VIEW RIVERTFD Cl, OR HELI GAL VW TH AN N ULAR ENDS CURVED SHEET SECTION WELDED TO BAN D (SAME GAGE) O- RING GASKET R£©". I FOR SOIL TIGHITNESS SOFT wool SPACER BLOCKS 6 IN LEN GTH I REtli P£R JOIN. (MIN.) ( SKIP WEL. 1' I-ONG ON &' CENTERS L WiINGGASNET (OPTIONAL) SECTION A -A Ml FIE7 HUGGER BAND CONNECTION DETAIL DOUBLE BOLT, BAR & STRAP 11 CMP SLIP JOINT DETA L C16 SCALE: 1 "=5' (n c� C � O U S_ �+ O U E (n R-. = o E o � o a L U U a U O �-0U 0 ¢ cCD IjT�\J 1 Cn O U O U U Q O o a Ew rnrnrn� rn v1 0000 0 U N N N N N a N � CO CO Cif 0000 - o�z LL Z�� J d O Z r } ui Z 0 � W � U > O 11J W J W Q N Z W m � LL � Q Date 12/07/2018 Scale 1 "=20' Sheet No. C16 OF 20 File No. 12.025 METER SIZE DIMENSION DIMENSION DIMENSION A H C 1 1/2' 3'1' 5'0' 3'8' 2' 311' 5'0' 3'8' 3' 5' MIN, 10' MIN, 4' 5' MIN, 12' MIN, GREAANTER4' TH PROPOSALS WILL HE SUBMITTED, DOOR HINGES EM I I I I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T,S, FIG, W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH VARIE_ -:' L':E BOX _ T :,ETEIR BOX ;`_:EE FI': TH �l roN-77Q, ! - 2" COPI E VARIES; FI TTR,. [a v4'k.TER MAIN-/ 4" DIP \4" L TH'E= E F 2 i .1d E I FITTI RESTRAINED JOII.IT FITTI'd 35 NOTES: - GATEVALVEWILL6E4" UNLESS OTHERWISE SPECIFIED BYTHE ACSA_ • SERVICE LINE TO CONNECT AT MAIN WITH K"x4" TEE • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-S FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P_S.I. CONCRETE - 6" MIN. a'. LARGE METER SERVICE LINE NTS FIG. W-SC PU-12 17.5" 6 MIN. q (22.5" FOR COMPOUND METER) 36" V .. G .'. :a (22.5" FOR COMPOUND METER) 18 MIN. .!� 37" MIN. 12" MIN. WTNGNUT LOCKING ASSEMBLY 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 O rnaFRE'i; l�'•+ ..S,�n' unLE %� E [hu_Up.;, r Q 1' TYPE "k' SOFT COPPER fLJY( F .. E -1`7 ' HE I-.. LE FavlLi E'I F D L E I E -L ��4 Em,T11L --I. n e..I:E. T'MI`RI` TEE II { I E-E. Frn.;s DUAL SERVICE L 1' COMPRl v '_fi' MILE. PIPE Cl aI'WRfi'VQ E:L'AL I" TrPE 'K" SOFT COPPER FOR USE ON UETA4;}I6YI 1"'UE F MIL`r FE@DENTIAL SE�VIDE 1R1ERE hI IF?IG a.il�'sl MEIER IS MCI PROVIDED SINGLE SERVICE NOTE. II WOL0 SHALL 6E u;EC, 04 F•.•.. '-1-E T IRON 1J0 FlNI7-IEd GRADE LSh'HA1RU _. VETEA EALL 4 y _` llVI EEBOX "1LET �... ! OUTLET", r _ 1. Ooll 'a 6ENC 13UPUN&� y I it iZL p Ras y CORPORAnCN STfJP rx Y,'r, �, AS SAND OR DUST .. SECK- CESARY - °' �In"ETEP.:x..%14 "E .g1Cl Ersx AND SETTER Ij-1NCN �' �.'Ysc �' .r: tiYr }f •4:: LONC S L'AE ?OCY:ET, ',_;;T'• YJMWLW TF1'.%ckES l max''%- WEE- 79X N9 .,. .a .��;ErfE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG_ VIA-6A TD-10 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 PLACE 5' GALVANIZED " WITNESS " POST WITH FINISHED GRADE In CAPPED ENDS FAINTED BLUE IN REMOTE AREAS AS DIRECTED- MARkER LOCATION MAY' BES'UB.iECT TO HIGHWAY DEPARTMENT APPROVAL. NOTE: HYDRANT MUST BE FINISHED GRADE AIR RELEASE VALVE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 - - BRONZE GATE LENGTH OF BRANCH VARIES BRASS OR BRONZE PIPE VALVE 6' MIN (270') 2' TO 10' I ADJUSTABLE TRAFFIC RATED Ali. 18"-22" I 'VALVE BOX W/ LIC DRAIN TO GRADE -_ 7 CU. FT. ALVE BOX z LI IF POSSIBLE I I, #68 STONE I k I -III II II11 111-III I' } 42"MIN 6" GATE BRICK SUPPORTS OR �^ �,.� VALVE I��' I SOLID CEMENT BLOCKS .��; 8" X 6" TEE I CRUSHED STONE 2500 P.S.I. CONCRETE rI.e :'! TYPE "K" SOFT BASE AND THRUST vi BLOCK AGAINST .� M J. GATE VALVE + COPPER UNDISTURBED STABLE SOIL. STEEL PILE CORPORATION STOP 7 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. WATE LINE j14 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. L , 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 AREA. TH' r LICK SHALL BE USED. ( INCLUDING DITCHES 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 AND LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. v 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 4 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. TE I'•, I EMOTE AREAS. VAL'vE BOXES SHALL EXTEND SIX (6) INCHES A :,,,,E _;-•AI)E AIR RELEASE VALVE (ARV) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL (]ATE VALVE NTS N.T.S. FIG. W-9 NTS FIG. W-4 FIG. l TD-20 TD-8 TO-9 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 ILAR FILL AS ROVED BY ACSA ?> Z STABLE' SOIL OR #68 STONE 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 ty I nI ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD RODS..._..,.._...., �y�w�. VALVE C 24" MIN UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE il MEGA -LUG MIN '°'tio ee°o°Se°a • � • •�a°e°e°e`se°�o° eeo°o°ie° MIN 18" ELEVATION UNDISTURBED EAR WATER MAIN 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 i� T_ -1n- 0,25' MIN, THICKNESS 42' MIN. STEEL CASING i FOR ALL BENDS SECTION 1-1 ly FOR TEE OR WYE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. M NG AS 11RED p.l 45' �ax J 1 NGS I Imo. SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 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 1 2.16 1 2.67 0.13 90 4.83 3.83 3.42 0.83 loll & 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 COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS NTS FIG. W-3 TD-3 I 42' MIN, '12' CONCRETE FILL I BOTH ENDS 1 2'-0' 12' OR 8' 1_7' OR 8' I 2'-0' 1 2'-0' IT1111- NM. I -�1��1 DUCTILE IRON PIPE _ 18' OR 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 r M U JUST . 1. SHIMP > L'~ o 45183 r CCCr w CID 370 365 360 355 350 345 340 33 CD cn> I I I -Ij CO I N, TI I --- i i v Ii \ l 420 415 410 405 400 395 390 38 U. RTE 250 SPEED LIMIT: 45 MPH RICHMOND ROAD, VARIABLE, WIDTH ROW,,AADT=40,000 I (D. B.1416- 492,D. B.11 �5-622,D.B.341-591, D.B.229-567,HlIWY.P.B.XII-121, HWY.P.B.XI-120 THRUi 1244 HWY.P.B.II-14) I i ROUTE 250 SIGHT DISTANCE LEFT C8 SCALE: 1 "=50' 50 0 50 100 150 Scale: 1 "=50' I — HEIGHT OF;5 OBJECT=3:' 1D+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 SDL PROFILE C8 HORIZ: 1"=50' VERT: 1'=10' 60,, - �-- ROgp E 3RO� �A� -36& e �q �� o e o e 4 26g8 h4g�F w IE �e •�eE,�� _ `\ _ _ ?51 y s 6'wY? spy Ro - WYpQXpe/% 8g 87 ,5 �T 6 300 _88 IT DISTANCE LOOKING RI — 11 4`� SIGHT — \� -- _--- - - - --' ------ o — t i —' o EEQLIMIT: 35MP -� — —° ---- i� ------ ;� H - - X) - 0 50 100 150 ROUTE 20 SIGHT DISTANCE SCALE: 1 "=50' — — 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 RTE 20 SIGHT DISTANCE PROFILE 19+00 19+5 r C U 1us1. SxIMP > L`~ c #45183 HORIZ: 1"=50' VERT: 1'=10' 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 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 ff ork- Bigond the Shoulder Operation (Figure TTC"-1.1) NOTES Gftidance: 1. The minimum distance hetlreen the sign and work rehicle should be 131701 4500' on Limited access highways, and on all other roadiri }ys 500'-800' where the posted speed limit is ,greater than 45 mph, and 350 -500' li'11e re ilie ,Frosted speed limited is 45 mph or less_ C1 ion: 2- The ROAD WORK AHEAD (W20-1) sign may be replaced %vith other appropriate signs such as the SHOULDER WORK tW21-51 sign. The SHOIJLDER'i►t4 WORKsign may be used for work adjaocnt to the shoulder. 3. The ROAD WORK AHEAD sign may be omitted where the work space is behind a barrier, more than 4 feet behind vcrtical curb ( Standard CG-2 and CC-r-6) on urban roadways- or outside of the clear zone for all other roa&vays. For clear zone values *fee Page A-4 of Appendix A. d- For short-term- short duration or mobile operations', all signs and channelizing devices m4, be eliminated if a vehicle with activatcd high -intensity amber rotating, flashing. 013 oscillating lights is used - Standard: 5. !'ehicle hazard waroiag sig,naLs shall not be used instead of the vehicle's high -intensity amber rotating, flashing, url oscillating lights. 'Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or oscillating lights. 6. if the 'rework space is in the median cif a divided highway, an advance warning sign shall also he placed on the left !side or the directional roadway. Typical 'Traffic Control Shoulder Closure giih Barrier Operation (Figure TTC-6.1) NOTES Gufdonce: 1. Sign spacing should be 131904500' for Limited Access highways. For all other roadtrats, the sign spacing should be 500 r-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 wider than R', right and lent sign assemblies shall be required. 3. Group2 channelizing device spacing shall beat the following: Location Postad Speed Limit (mph) 0-35 36+ Transition S n 2tY 4D' Travel 5 cn 41Y W 4. The minimum length for a shoulder taper shall be 360" on Limited Access highways, and !/., 1. for All (other roadways (see Note 7 of TTC-5 for values of l.l. S. Barrier transition slope ratio shall he as follows: Speed Limit (r))PN Slope Ratio Speed Limit (inph) Slope Ratio Speed Limit (mph) Sl©po Ratio 70 22:1 55 17:1 40 13:1 65 201 50 1611 35 11:1 6i1 151 45 14:1 $30 10A When the barrier transition slope is on a horizontal alignment, the total offset shall be prorated around the curve in lieu of a straight-line slope. 6. End treatment of a barrier in order of preference: a. Where guardrail exists, attach to harrier with appropriate fixed object attachment. b. Where cut slope exists, bury barrier into cut slope and provide for drainage as needed. c. Extend end of barrier until it is beyond the established clear zone (see Figure 2 on Page A- 4 in Appendix A for clear zone values), it. When barrier end is inside the established clear zone, ottenuater service Type 1 or Type II shall he used. Contact L&D Standards) +penal Design Section for approved attenuators. 7. Barrier panels S inches in width and 12 inches in height shall be placed on top of the concrete harrier and spaced 90' on centers along the parallel or tangent sections and 40' on centers along the transition or taper sections. Renectorized surface shall he fluorescent orange prismatic lens sheeting. The light at 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 harriers in-between and at the same spacing as the barrier panels approximately 24 inches op from the roadway surface. 0FL10n7 S. The barrier shown in this typical application is an example of one method that maybe used to close a shoulder of a long-term project. 9. The RiGHT SHOULDER CLOSED (W21-5aR) sien may be eliminated from all roadways cxceot Limited Access highuav Guidance: 10_ Ifdrirers cannorsee a pull -off area beyond the closed shoulder. information regarding the length of the shoulder closure shall he provided in fieet or miles, as appropriate. I L An emergency pull-qf urea should be proorded per Section 6G.18 mid Temporary Trade Control Figure TTC -8. 1: Recision 1 - 4/1/3015 Typical Iraffic Control Outside Lane. Gosure Operatfon on a Four -Larne Roadwai' (Figure TTC-16.1) NOTES Standard: 1. On divided highways haling a median ;cider than 3', right and left sign assemblies shall be required, Guides 2. Sign spacing should be 1300'-1500' for Limited Access hh-hwa}:s. For a.l other romoituys, the sign spacm� shmtld be ?00'-80f1' w flora the prutded speed limit is greater thm 45 mpk and 3M -i00' where the posted speed 11mit is 45 mph or less. 3. Cam should be owicised when establishft the limits of the x-ork zone to imure nlxrimrnn possible sight &slmwe in txkawo of the irmtsition, based on the posted speed limil med it least equal to or greater that the values in Table 6H--3_ For LimitedAccess hi,;int=ays a mininum of 1000' is desired 4. All vehic,' egtripwmt workers, mid thsir ractn-itie:; should be ra-incted ro ow side of the pmewnt. Standard: 5. Taper Length (L) and Channelizing Detice Spacing shall be: Taper Length (L) Speed LIMIL (mph) Lane Width (Feet) 9 10 11 12 25 95 1D5 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 549 50 450 50D 55D 600 55 495 550 605 669 60 65 540 585 6U0 650 6W 72D 715 780 70 63C 7D0 770 640 Mirlimlan taper lengths for Limilexd Access highways shall be 1000 feet Shoulder Taper ='r4 L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' C,onshudion Access* 8D' 120' * Spacing may be increased to this distance, but shall not exceed one access per IN 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 vrithin 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 ITC-18). 7. The buffer space length shall he shomm in Table 6H-3 on Page 6H-5 for the pasted speed limit. 5. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one hi h intensir, amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew, When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. 9. Vehicle hazard warning signals shall not he used instead of the vehicle's high -intensity amber rotating. flashing, or` oscillating lights but can Be used to supplement the amber rotating, flashing, or` oscillating lights. 10. When a side road intersects the highway rrithiu the TTC zone, additional TIC deuces shall be placed as needed.. 1: F- risian 1-41 12015 t-49 - EDGE OF PAVEMENT �« NOTE 3 80' -124' WORK VEHICLE w2ct-7 SEE NOTES 2AND 3 Shoulder Closure with Barrier Operation (Figure TTC-6.1) -N& M G20-2 (V) I L r� I to TRAFFIC BARRILH t t 'R PANEL OTE 7 BARRIER DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT / BARRIER PANEL SEE NOTE 7 HARRIER DELINEATOR SEE NOTE 7 SEE NOTE 5 FOR GROUP 2 DEVICE SPACING SEE NOTE 3 'r TYPE D WAR NING LIGHT GUARDRAIL 0 RFF NO,TF f 4 RI6xT 910U SEE NOTE 1 WW21-SaR W 16-VP 1 ® OPTIONAL (SEE 40TE 10) SEE NOTE 1 next snautoEe W21.5bR � i 6 SEE NOTE 1 i - W20-1 Outside Lane Closure Operation on a Four -Lane Roadrti aF (Figure TTC-16.1) SHADOW VF-HICLE REQUIRED (TMA REQUIREMENT SEE NOTE 8) SEE NOTE 7 SFE NOTE 5 SEE NOTES - 2&3 SEE - NOTE 2 R4-V7L KEEP LEFT W sLE hJ{TF TF AIGFt ctasto xEAO SEE N UTC 2 ROAD wlaRlt =--i H FJ46 a 020-2 (V) -60' -120' ILLUMINATED FLASHING (AMBER CAUTION i 00E) TYPE B OR C G C U o ILLUMINATED FLASHING AMBER ARROW H TYRE C 0 SEE NOTES a 8 6 0 O 0 SHOULDER TAPER SEE NOTE 5 !--- <A> W4-2R �� ux ',VM-2L err IM-C. uxc W9-3R ctasto Raaq -T fro W20-1 EA r C U JUST` . ' 1. SHIll P > L` ~ 45183 . 1 -29I 1 3 "�''1oAi L - ■ �� >�'ir�ialie f3+��D;ertrtiterrt. `•a T,-tr';,r tr•r43h0n AkCMS MANAGEMENT EXCEPTION REQUEST: A -E ACCESS MANAGEMENT FlirGL, LATION-s 24 VAC30-73 SECTION 120 FetKiFiry+ 2015 Submitt:ad by: 5h;rnp Fngineerin,8 irate: 06/0512019 li.rnaliAddress; Phone: 434-277.5140 Address: 312 East Hkh St Project l Name,. Pantops ComerRte - 9 us 250 Deal lty, Char�tte r}ess:ription Qf Protect: Construction era private road serving the Fantops Comer development. Dewelopnwrit proffers require a p6vote mad that has arcess to hntih Fite 20 and Ate 250. Exception Requested for "Pailkops CumerWay" Pax#iati Entrance can M— Entrance dm noot have regurred s;padng fTOM exlsltngadjacenti3nadwilt (TAAP7EI,5F)entrame. elDI71 Distdct: Culpepper Area Land Use Engineer. Adam Moore (31. Submit this Icimi and a ny attachroentls to ane of the VstrWs Ares Land tiny Enelrakik!r'A, (2See settivn 120 a the R*plat[nns lbrdeta its an the requlre+menM exceatlans, and rxrt:prinn request nrview prCKeS=- 13).Attach additional InfarmatEon as necessary to Miry the exco.0on icguest(s1. 14i, rr a tmMc i!n&lve tna Mdg is f gvirRd, the dagislan to the request will be teased art VDOT Etgineo}ring f udgmeilt- #5j, Use the t_n-44a aEgldn €mcpdon er the W49 ii mllin Widvor farms lsar dulyrt surd cnq;rrcrdarq sjumigrdsr e.g. radru% grad e, si jht dlmuua. saim 11N1-LD-i17on V001 wob Atu iuradd Monal Instrucidons_ Select the uceptiara fs) B-Nag Rey -West ad r-xreption to the shorted commercial entrance requirement. (Access tV. Regulattans etdnit lao r:.a,) Reason for exeeptlorr: AL An agrr~Ment to shave the entrance mold not Ira ireached with adjol6ing property nwr_ ❑ Attache& Writ#yen ev,dence that adjain)rrg properW u wner Will eat share the entrance. Ela, Phy cal constr-arnts. topography, adjarent Wiardous land use, stirearne wetiarnd, rather. l Specify y eunptralDlt: ❑ Attach@& 0ocumentab an tai von- trairwt sudr as aerial photo or topogr-aph.c map, Exceptlon to the vehicular cannectlon to adjoining undeveloped property requirement p4m no c,aj R*a ern for exreptlrarr: I__! A. Physical Constraints: topagraphyr adjacent hmrdous land use, stream, wetland, other. specify cyan strMnt: [:].Attached- [sc cumentatiora of constraint such as aerial phcatta car topPgraphic Tnap,. ❑ B. 0the rreason: 1 k�gi,gia Department V 13T ea i Trarrspnrtai r Clr - ACCESS MANAGEMENT EXCEPTION I EQUESM AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 Februaiy ,2015 t_--I Except ion to the comrmraal-erttranc+e shalt riot be l ocated within the fusKV cal area of a n Intersectien requirement (See lteguiatPon Section 120 C. 1,,4ppenrfix F, Ad 3mign Manual) Attacherl A traffic enF,ineering study ducumenting that the operation of the I;nteneLticn and public safe=Y will atot be adversaly impacted° M EXC>Ci'3'TON TO THE SPACING STANDARDS FOR: CGmmercial entrap ; intemuctions/me•dlan crossover': [Table 2.21; a Cnmmerdail entrances/in'tarmcdons dear intercha-We ramps (1-abiies2.3, 2-4); or • Car r CJeatalti jFigur --4 . Appendix F, Road oesign Mawal Information an the Errceptiora fte+q:wext FunctTortal dassf cafion: Prindpal Arterial: R] Minac Arterlal; 0 Collector C] Laral: Pasted speed limit 45 MPh ❑ NEAR AN INVTFFICHANr-E RAMP (SLibmittal of n tragic engineering study required) [] CORNER CLEARAT5ICE (54tbmIttal of a "Mc engrneerartgstudy required} Type sif intersectlimlentrance; SIgnaiited Q UnSignirlized Z Fail k&ESs ® Pardo# AURSS J0 3ttrg4rlred spacing distance 3rl3 ft Proposed; spacing distance 2�5 ft Requested eascreption_ ReductionL its required spacMg 9� REASON FOR EXCEPTION: A, -robe boater( an an older, establishad business corridor along a highway where 0Mngspacing did not meet tine Stan datds prior to 711/08 or 10114/0D. [RegL1ati1J I 5 tin l-40 C.3.crl ID Attached: dated aerial phULP Of corridor identifying prrapQ5ed entrance}intersection location. 2111. Not enaugh property frontage to meat sparing standard, but theapplicwnt does not want a partial accm rightt-in/rig:h t-art entra n ce. 15-rtiar. im c-3.9 ® ,A=ched: A trek engineering simdy docurnantlrag that le Ft turn movvmernts at the entrance vwilI not t. a rre;gatNe Ian pant on highway operation or safety. C, To be Ivcatred withln a new urbanism mixed use type devalopme.nt, fseniw, sa4 C3.d) ❑ Attarhad: The design of the deveiopmem and mrnplrance with intersectican sight distauxe- ❑ D. The proposed entrance meets the signal warrants but does not meet the signalized intr e0on spacingstandard. -(hie applicant requests an ex+ceptlon to the spacingstantlaxd, Attadied: A tr Mc e4rrewering study that V) evaluates the loeatitan`3 riu tahir4 for a round about and, (9) prom --r.doeu oritatinn that the prraposed sierra( M11 nat irrrl:act saFety and traliit flaw. JSeftkan 1Mc.51 1 February 2015 E_ "The develepmenVs- fo (or additional) entrance does not mael the spacing standards but Is necessary for the streets to be accepted into the s-econdary syrs-tern. iSecsion 17r] C.3.ej I__! Attaches!: InForm tiran on the development that klentifaes ehe Iacati€rn of entranc-es. i❑ F. To be 1 ocalted wtriltitin that limits of a VD01T and locality approved a ccm manapme nt cc rritfar plan. ❑ AtLiched; A aW photo of cmrkkw Iddrtilying pmraased a ntramL-/ktt ection. lotdtlan. (Sect 1la r-3-b) FOR vDor USE O111I. Eteeffmmerndaticsn an Exmptlon : Ap Ven+7 ilatea &241i Area Land Use I noneor or. Adam J. Moore, P, E. Naune ' Remarks.- f.1 Appa wal is racornmanded based on the coo dltiCri tllxi AM W in and refit Out rnwttramen,s are physically restricted —&qd a maximum iangtlr at right turn lana In along the parcels frentage to servia the property, It Is the an -RI -veer 01 r r$s resFaorrsib)llyyr to enjwre lhat the design Gue:esiOulfy restricts tfitese movarrients. if in, the Iutuee th®re Is a docurneried issue In consull with AlbernaTla Cnun'Y police that the erttrance does not accomplisb Ibis reel [farrieni, lhe mentor madlan musi be sx.eadsd an .nppropriata lerrgih at In cost cat the ptirnpany avwner and as a coralfilrorr of the entranta pennh. 'This Is mnslsienl with a Wa4 study of RW. a 250 recornmaradlrig rnedan and cvnllnaorts right turn lanes. FA-reptlon Request Actio pprovuclors I df Daft DMrTct Ad rnTnlstrat or or Deslgnee: Name (and jpnsl#ion if De -A ne.j Rertrrarlrs„ rays.,, q-1 br-h l o � L� 0111 cl a -IL E)i5trict SkafT: P,easri email copy to BSI y,lll�rl�--VDt7T,ryinia aov ROUTE 250 ENTRANCE ACCESS MANAGEMENT EXCEPTION Kebruary 1015 5ubmlihadby: Shlmp Engineering Data: 1DoJ05/2019 ftdllArddress: justJnPshJMp-erginr--EHnE corn Phcmd: 434-227-5140 ,Address: 912 East HIghm— Proje,t Na#ne: Pantops Corner Rte A 20 Locality., charliones+r w Descripticn of Prej£ct: Construct'= of a private road serving the Pantops Ecamw devL-lopmerw DevOopment proffers require a prlv,-ite road that has access to Math Rte 20 and RW 250 Exception Requested for `Fantopi; Carries- Way" Fall Entrance erl $,0 - Entranru does rat have requhred spacing from exl5ring adjdCant Flow Dealership (TMP 79-SC) entrance. — VDOT Ct[Mct; iCctlpep r Area land Use Engineer: Adam Meare � . 5uhrnitthh form and any attach rnonts do ar9e of thr t'Diy#rlres Area Land Usa Engineers. 12J. a Sr �lm 120 of the kegutrth r,s frw dkatls on the requirements, a u;rs,ind Qrrttptirrn request r4!vfew,M, I3j.Attmcli additional ltikiffnation at newssaryts Ju--a4 thm pxwptrcan requestlsl. 141,, If a traffic imi;kmrlVVmdy Is required, the dL6TFIvn on the request will he based on VC07 tnglnerring JudgntMt.. 15j. Use the LD440 i]Wgn ExWtian or ih@ Li)LUS DmIgn WaNar lorim kr**n and 1rggJmMrk4 ,slandards, ae.g. racKus, i Mt. dtM distance_ See Jl,1A-L F6UJ on vri13Tw6h site Nr dittauuail hnurtrucwlotrs. Seleet the IF:rceptiorr(s) Being Requested El Exceptlon to the shared commercial entrance requirement. (,groan M. pelgulaticA-, 5e{tlrsri 12u rr2) Reason for exceprticn ❑ A- An agrer rnent to share the (entrance could nett Ito Marhacl with adjoin Ing prcp$rkyr otwreor. Attarhied. Wrimen evidence that adjoining prDp+erty owner will not share the entrance 0 a. Physical constraints -.topography, adjac:rentihaxardnus land use, stream, wuetiand, Other. 5peelfy etrustmint: ElAnKhrad: Ducurnentatisznof constraint suchasaerlal photour topographic rt:ap, El Exception to the vehlicular connection to a.djoinling und>eveWped praperty regrafrement_ 15Rctiaati 130C,4) Rea5en for exceptiDn: L] A. Physical constralrits, topography, adjacent hazzrdousland use, strearn, wetland, rather. specify cotistraint- ❑ i#mrhed: iJcDnMF!JJntiain of" Constraint: such as "Hal pirtatto or topographic neap, B. Othar reason: 3 February 203 ❑C Exceptlon to the cammefcial entrance dealt not be Located within the functional area of an Intersection requiremant. (Spa logdat:ion SvcUom. 120 C 1, AppendkF, Rd Dimlgn Manual) Attached; Atraftir- enlneerinostudy-documentingthattheoperationofthelntemecdonandpublir salrety will not be adversaly it npacted. EXCEPTION TO THE SPACING.5TANDARDS FOR.- Commercial entrances; irrterSEdians/mediatn crossovers (Table 2-21; * Commercial entrances/intenectlons near Interchange ramps (Tabies 2-3r 2-4); or ■ Corner cJealrance IFigure + ). Appendix F. Ruud Design Manual frformiWan an the uceptiDn Request VJ ON A STATE HIG41WAY Funrilanal ttassli'rcatien: Priin6pal Amerial: ❑ Mina Arterial: JZ Celle-rtor: C] vocal: Postied speed IImit: 35 mph E] KAR AN JNTtACIJANV3t JtAMP (SubMittal of a traffic. ergineering curdy required) CORNER CLEARANCE (5 brnktal of tr-alpcenginee ringstudy requirt=ri) Type of Intersettrtara}entrdnce: 51gnalized [] Unsig-nalized g] Full Arcpss 2I Partla.l Ar=cess o Roclulred spacing distance 1160 ft Proposed spacing distance 3aa fit Reque3tred exeaption: Reduetlan In required sparing 330 1T-t REASON FOR EKCEf'T;DN,, % ® A. To be located on an udder, eaMIAM bwtm coMdat along a highway where eructing spacing did. not 1l^ta-et th a scan lord$ prior to 7/ F ar:LO/14 09. rrteg wlatbn 120 G3:cl Asttacitied: flared a■erldi;feet° ®f corridor iderrti�ing ptnpaser€ €�nTrance/hmterwct an location. R. Not enaugln property froritage'to meet: spacing standard, but the applicant draw not want a partial acre,sragtrtln,�r:git'>k-i]'utarit.r-�rtr,�ISe�l.ar, 9:OC,3,� Attached: A traffic ea}glneer:ng study clsxumeniirrog that left turn m avement at the entrance will nothavc: a negative Impact on highway aperatian cur Wety, ❑ L To be tot ated within a new 0rbarlbm Altered to type devebpment. 15ectlan 12v C3AJ Att-ac.hed: The design of the devR1npm and tornpiisnce with In'terSe Lion Sight distance- ® D, The proposed entrance meets the signarl warrants but noes, not meet the signaked intersection spacing standard.. Tit alrpllcant requests an exception trs the spacing starrtdaud, 0 Attached, Atraffic enSineering study that (1) m. luates the [ncattmfs sraltabr`irtyfor a mundabout and (fil pmvidt=s dacurnenrtadon that the pfoposed signaiw% rent Lmpawt safeky aced Ira fE~c flow. (5edian ][2U CS1 U February 2015 F1 E. The development's 1"u (or additional) entrance dotes not meet the spacing stondards but Is necessary for the e+ets to be accepted into the secondary s3rstern. {Seetiart T2a C 3.rep [].Attacherl: lnlormnatian firs the development that identifies the iocation of entrances. FTo be tucated wfthinl the limits crf a i D0T` and laea I ity approvred arm ma nage7i m-n-t corridor plan. Atu ehed:,Aerial photo of corridor identity rig proposed entrancefirtte ttlun Iacatlan. (Son 12o c,3.b) OR VDOT USE INN Recommendation on Exception Rigquu►st: Approve' �( DenVI I J Date; i%a�,i l9 Area Land Use Engineer or. Adam J. Moore- P-E_ Name IJAM Re -ma rite; Approval is recommcni M based an the condition that thee x1sVng nonhh-ound righ! lane rnmgm is CDrrverlO in Ina right lure lane. There is an e4slIng Va way left tum lane In IhLs area and will sarv2 left in -crave manta into lute proposed entnanca �0 V!51rick STZr Plea5,! errni ROUTE 20 ENTRANCE ACCESS MANAGEMENT EXCEPTION 3 U JUS . ' 1. SHIMP > L , i c 45183