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ARB201900007 Plan - Approved 2018-12-07
FINAL SITE DEVELOPMENT PLAN FOR LEGEND EXIST NEW DESCRIPTION 1 W TC x 125 TC TOP OF CURB ELEVATION le x 125 SPOT ELEVATION lee x 125TW TOP OF WALL ELEVATION 1 e BW X 125 e W BOTTOM OF WALL ELEVATION BENCHMARK ANTO F5 CORNEP, now TIVIF 07800-00-00-005AO, TMF 07800-00-00-005E305 TMP 07800-00-00-005E0,, * TIVIP 07800-00-00-058G I RIVANNA D15TRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 7"='I,000' OWNER / DEVELOPER Pantops Corner, LC. 12704 Crimson Ct Ste. 101 Henrico VA, 23233 ZONING ® STORM SEWER Z\ C \ N, / ,, � � ,:.:, <.., TRIP 78-5A 5B ! HC Highway Commercial, EC Entrance Corridor ROOF DRAIN �.... _,, .�. .. ,,.;,;.<:;.,,,,:,....:,.•.:•:.....:::......,�....,�..�f� ,,., E\. � +, ��•.�<.:. \.� Potions are within Managed Steep Slopes Overlay District TMP 78 58G1 .---- � Ro � y��/ ��� r f / h - HC - Highway Commercial EC - Entrance Corridor SEWER LINE �. Per Approved ZMA 1 00002. P dated November 26 2013. ZMA 20 3 Proffers da vem ry 6..w WATER LINE : val ate Board of S rvisor Decem 2013. approval by Supervisors, December 11, Within the FH Flood Hazard Overlay Distract cans GAS GAS LINE i a:,....x.:....::..... ,..... :. ..::.,:... ,.. .. v:.::. Portions are within tee Slopes Overlay Distract hen Managed and Preserved S o P P Y -®- OHE OVERHEAD ELECTRIC WIRE r SOURCE OF TITLE HIE UNDERGROUND ELECTRIC tk< _ Tax Ma 78 Parcel5A, 5B, 5 8E & 5 G1: DB 5147 PG 228 229 PLAT P DHT OVERHEAD TELEPHONE LINE ,' \` + DB 5094 PG 164 & 165 PLAT DB 4358 PG 684, 688 PLAT -- WT UGT UNDERGROUND TELEPHONE LINE MAGISTERIAL DISTRICT PROPERTY LINE T n Rivanna \: BENCHMARK - - - -- ADJACENT PROPERTY LINE Y t - - - - - VACATED PROPERTY LINE a• / t r t f} Datum for topography is NAVD88. E ^_-- BUILDING SETBACK m SOURCE OF BOUNDARY & TOPO -- x PARKING SETBACK Boundary & topographic survey information provided by: Field survey provided by Roger W. Ray & Associates, Inc. on March 23, S • °M 2018. Updated XY data on October 16, 2018. DRAIN INLET DI)jy '�� �: topography Datum forNAVD88. C ® ® STORM/SANITARY MANHOLE° PLUG PL x ,•y �• " s • ;�► Inc 1c re, > n \SHEET INDEX P 0 ® wv WATER VALVE &BOX CI COVER SHEET 4- FIRE HYDRANT \ K prtryeiiM C2 RoFFE R * EXHIB ITS WM ® WATER METER t. , ��..a... x f. 2 C3 - BOUNDAi�Y LAYOUT EXHIBIT �..� LIGHT POLE 4 /f C4 EXISTING CONDITIONS T f UTILITY POLE !{<� � .9 Ja �4 .: @V A"R;,:'i'i k� Y .\ y 't :. � y _.. C5 SITE TE N PLA, SANITARY EASEMENT1441 ,emu . CG GRADING PLAN -• -••• GRADING EASEMENT IMAGE PROVIDED BY GOGGLE MAPS C7 - UTILITY PLAN --- DRAINAGE EASEMENT ---- UTILITY EASEMENT GENERAL CONSTRUCTION NOTES C8 - LANDSCAPE PLAN •-• - WATER EASEMENT LIGHTING PLAN 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained ---m---�---- ACCESS EASEMENT from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. C 10 - LAN DSCAIp MI GHTI NG DETAILS Where any discrepancies occur the requirements of the permit shall govern. - STORM DRAINAGE EASEMENT 2 All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. C 1 p p WAY I - J p ANT01p 5 CClf\NT�I\ VV 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed TREE LINE prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. p DAD PLAN FENCE 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 C 1 2 - TP.AVELWAY B FLAN STREAM necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. +,� p p I�TE O V V L C I\CiSS t t N G I\C� I~ I L� B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 312 12 INTERVAL CONTOUR 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). C 13 - VDOT DETAILS 300- 00 INDEX CONTOUR GENERAL WATER AND SEWER NINES C 14 - SAN . SEWER PK0f I LE5 * DETAI L5 CG-2 CG-2 STANDARD 6" CURB 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the C 1 5 - STORM 5EWER Pi OfILES CG-6 CG-6 COMBINATION 6" CURB & GUTTER 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 C I G - S WM DETAILS 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 pp C 17 - WATER DETAILS CONCRETE PAVEMENT / adopted by the Albemarle County Service Authority. 4. Datum for in National Geodetic Survey. SIDEWALK all elevations shown 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This C 1 8 - INTER5ECTION SIGHT DISTANCE 6 RIPRAP pipes includes all fire hydrant lines, service laterals and water lines, etc. /� C 1 p� ✓ - MOT PLAN ASPHALT 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. GRASS 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). EC-2 MATTING 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow is for all to the water main. EC-3 MATTING prevention required connections �---+-�----- WETLAND 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 10 1a PARKING COUNT 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 CROSSWALK 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 "A both the base is by VDOT."'All verification", minimum 48 hours advance notification of a proof roll of subgrade and stone required HANDICAP ACCESSIBLE AISLE 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 CG-12 maintained during construction of the tie-in and mill of the adjacent travel lones." "water lines, sewer lines, etc. crossing future VDOT 'A maintained roads have to be sleeved with ductile iron pipe "two (2) times diameter of the utility line)." And video (3 electronic copies to HANDICAP PARKING 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 to prior paving operations. NOTE: THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. • ' • IL - -� New 122 Room Hotel on TMP 78-58G1 And Proffered Access Road on TMP 78-5A, 78-58, 78-5E, & 78-58G1 UILDING HEIGHT Maximum: 65' ETBACKS Front minimum= FT right-of-way 10 fromor he t exterior edge of the sidewalk if the sidewalk i outside of right-of-way. = i e is the ri ht of g way. Front maximum 30 FT from right-of-way ar the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way. Side Rear = lots zoned Highway Commercia l al primary structure shall be 9 Y P Y 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. XISTING USE Vacant lot TEEP SLOPES Managed and Preserved Slopes are shown on Existing Conditions Sheet ARKING Required parking: Hotel: 1 space per room. 122 rooms - 122 spaces Provided parking: Hotel: 122 spaces under canopy will serve as Loading Space: Area/Pull-upn PY 9 P Loading Space AM PM Use Description ITE City in out Total in out Total Hotel 1 310 122 rooms 36 30 66 44 32 76 Total 66 76 Trip generation reflects AM and PM peak hour traffic. CURRENT DEVELOPMENT PLANNER URRENT DEVELOPMENT ENGINEER ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL BUILDING OFFICIAL 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% ' 6.55 ac. Tota1= 285437 SF ( ) Total Impervious Area = 114,848 SF (40.27.) 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. Therespect a existing information and data shown or indicated with respe to the g and s information an underground utilities at or contiguous to the site are based a n info d data furnished to the owner and engineer by the owners of such underground facilities or h others. The owner or engineer shall not be responsible fort e 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 n an damage there resulting from the work. All of these p g y g to g r m 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 contractors 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. ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION I O O v J M. HIMP Lo. 5183 6� r w �a 1 NAL F1;J;Rr*-n 4 ilwael JJ 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 TAP 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C-l. 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 folr 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 buildinlg on the Property until the private road connection between U.S. Route 250 aind 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. PROFFER STATEMENT ASSOCIATED EXHIBIT Not To Scale COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Phone 434 2%-5832 Fax 434 972-4126 September 25, 2018 Justin Shimp, P.E. Shimp Engineering 201 E. Main Street, Suite 201 Charlottesville, VA 22902 i ustinQshimp-enginerring. corn 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:fklttal6#t0 larrxhat ttsfi Il tttor qhr metttSofae ttnn , fCht r 8 -Jb!�Qd 2: lu-pb .l8 as<i f b.�d'r';3Utt s fir l. A##1ib t t: Please subunit 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, blangilleCc�albemarle,org) Albemarle County Engineering Services (Engineer) 1 copy (David James, djames r?albemarle.or Albemarle County Information Services (E911) - i copy (Andrew Walker, awalker u) Ibemarle.or ) Albemarle County Building Inspections - I copy (Michael Dellinger, mdellingeraa aalbeMarle.org) Albemarle County Planning Service (Architectural Review Board) I copy (Margaret Maliszewski, mmaliszewskiC&albemarle.org) Albemarle County Fire & Rescue - 1 copy (Shawn Maddox, smaddox & Ibemarle.or ) Albemarle County Service Authority - i copy (Richard Nelson, rnelsonAserviceauthority.org) Rivanna Water and Sewer Authority - i copy (Victoria Fort, vfortAxivanna org) Virginia Department of Transportation - I copy (Adam Moore, adam.mooreAvdot.viruinia.aov) If you have any questions about these conditions or the submittal requirements please contact me at extension (434) 29b-5832 ext. 3432 or blangiileCa).albemarle.org. Sincerely, Cameron Langiile Senior Planner { v J M. SHIMP ;' Li . o. 5183 ��IONAI. E��� 2 ACTION LETTER CZ Not To Scale URVE 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 1 29.14 57.78 S07'12'07"E C3 1*12'01" 1392.40 29.17 1 14.58 29.17 N34'38'56"E TMP 78-5K DETTOR, JAMES OR PEGGY DB 3713 PG 419 100 YR FtOODPLAIN IRON /jBFE=342.0' — — — — — -- -- FOUND 1` (2013) / J — Lo ��:�• OX. LIM S DAM I TI{ N Z NE AK OM ri ` Ai RLFl jli0 T GIS cn •' N VDOT IRON & CAP 4)<<S FOUND (2014) ♦ N M3 70s 000, �• ,��, VOOT IRON & CAP FOUND (2014) 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' APPROX. LOCATION 16.5' ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA (D.B.986-364) ~^— ---J-- — — — -- S01'18'04"E TMP 78-6 MALLOY VII— IRICHMOND RD LLC IDB 5090 PG 504 I ( 15' TEM9. GRADING ESMT DB 4 53 PG 473-486 T___.___T _1 IRON 920.90' APPROX. LOCATION 17' UTILITY ESMT FOR VEPCO i & ACSA (D.B.1129-261 & i HWY.P.B.X1-89 THRU 93) _ —t— — \__ — — — IL IND 13) 487.67' ` 1` i ► EX. ROW V) w c o N �a 1 I PROPOSED �N i ,a jy 1 INTERPARCEL ° PROPOSED I < � m CONNECTION �� ° BOUNDARY TMP 78-5A 3 In N a- 1 TMP 78-58G1 ACCESS ESMT PANTOPS CORNER LC PROPOSED VDOT I Q 38 ©T l PANTOPS CORNER LC P DB 4358 PG 684 ROW DEDICATION Lo N - = x 1 DB 4358 PG 684 ° 2.19 AC I N o aa... I 2.68 AC00 (o ( W M N a } I m r n v JUS N M. SHIMP > 1 EXISTING w I < ca c. o. A5183 1 l BOUNDARY TBR (/� �,� N`j o •>rn�yN � II Q ¢ N , �SSIONAL�1 > > LPROSED Q to o x I i DARY PROPOSED PROPOSED // I W %- °: cd I PRIVATE ROAD f,,. I p I -----------ACCESS ESMT— BOUNDARY -------- �� NAIL z SET ( _ . -� IRON EXISTING PANTOPS CORNER WAY EXISTING 0 a> a VARIABLE WIDTH /— 1 IRK _ v�BOUNDARY TBR _ _ _ ` _ J T ^ SET 00.2p � +W 375.73 / BOUNDARY TBR l - PBIYA'T.FRnan ._ _. ) E X. ROW 41 j / SET 139.33' ET 236.40' �. a 0 AQSz Q>,, ' PROPOSED /''./� �� --------�------------------------- I _ E �p y PRIVATE ROAD / �"' r of PROPOSED VDOT o o , EX. ROW 1 ACCESS ESMT / -� ' °c�° ROW DEDICATION o CD l •- TMP' 78-5E TMP 78-5Bco l / 7PANTOPS LC PROPOSED NAIL PRIVATE ROAD a PANTOPS CORNER LC FOUND [•,y U / ,i DB 5147 PG 228 ACCESS ESMT It DB 5147 PG 228 (2013) I NAIL ow r / & CAP m � m L l 0.58 AC = Q o / ,•'� PROPOSED 1.10 AC IRON I L N FOUND 1.,, ►�., 0 VDOT �� �� / BOUNDARY co FOUND -� (2013) <c IRON & CAP ` , / F0►UND (20 95) � � (2013) ~ EXISTING l BOUNDARY TBR 18.00' 2.19' l 1 // IRON 04 IRON -— — —— —_RON �`oz 'oy N SET FOUND �0QPROPOSED � (2016) (20 13 rn cl cv CD . ` PRIVATE ROAD ACCESS ESMT `q 00 `� �' L0 RON JUp6.49'42,. 56 27 NOOTERP. CONSTRUCTION ESMT ( TMP 78-5F I h �. `s0• SET E 66.41 ''"E 226.17' DB 5147 PG 228 z PANTOPS LC I ��� '�88, ( DB 5147 PG 228 �..a � SET / , � I I �,� � � �� � J � TMP 7 — 5 C � s a,,�,d `�°�... �j FLOW 128 STONY o . e POINT L L C I I `� `� _jD B 5147 G 2,'2 8 L %rr 'o� j j -, I— a _ L- C � O"140 S-Sl6ttfi ^ r — " DISTANCE ESMT C� TR '� wry•, \• ��y* .. NO 133�",ll > I INDING —— —— _-- — —— —` I j L RIVER` 'J I LANE 4 �, y r Mrh. ` Lmoo is, WNC. PFE TMP 78-6+ �41,20 : Nf4v4YN� MALLOY VII— NY ,, P 78-5K 1 ', IRICHMOND RD LLC I ETTQR, JAMES OR P GY t t DB 3713 PG 41 4 tt , IDB 5090 PG 504 � APPROX. LOCATION 1T f�® j UTILITY ESMT FOR VEPCO low / Ig , 1, i 15' TEM GRADING ESMT 9 & ACSA (D.B.1129-261 & �- / / I DB 4 53 PG 473-486PIPE ) t i I r f t I t t t HWY-P.B.X1-89 iRU 93 t _v APPR�'SX-/LOeATIQN 1r�6.5 SMT ) f t t\ �.sa I F£SR /AM'ERl AN /TEL�,PHON &\ r / { �r' 1 t t tY3Y®'T t ElG AP CO -OF VA ,t ' 11 1 \y ` 1 4 i \ \ ��0 � � .B. 6-364 100 YR F OOP ''° "' `''.;'``''` '` / / — \ \ r r \ j / N T t+ a .�q -rf .k'• _;r,'". .y-'- A / J ! ' — -' —,\ �^ ' _ \ . ` ` \ \ ` .`�`' - f.. •'i'' i J� ( - #"CT 4 ] 1 :? R W may _ sr ATkT/FLAG - - - _ ---- ._-------------- \ 4' DEEP PER SONAR D`ETECTIo 1 ! ' ` \ \ ( {t ` - - ,, �^ r �• `400- ' y _ y Is I I CURRENT `_ \\ t BOUNDARY TO `ti -�� \ `TMP 78-5A J MANAGED SLOPES PRUERVED SLOPES <25% \\ BE ADJUSTED , ., •��;: '�.�,;. � � � I., L �, \� �� i 1 TMP 78�:5$G1 ,, 1 \\ i I\ Ai\1`\OPS CORNER LC t /, ;� 5,516'SF P�6SERVED', \ \ \ \ \ \ SLOPES FIlE6D SUR�(EYEQ \ \ \\ I \ 4 l `t PANY�PS CQI NCR LC \ \\ `\ 1 ��` i\ DES \ �I 358 PG 684 1' \\\AT <25% CAI BE DISfTIRBED. ` `�-�Q \\ \ ` \1yy' DB 4.358 PG84 $ DEMO`.19 AC \^ ?. z �z• ! YPIY®.\ SG� \ _ ~ \ \ \\ i l 2�fiAC \ t\ \\ \ ` ! ° . `3�90. \ / rIVIEWAY �, I % — i f ► i NOTE: ITEMS I rIN BOLD TO r , r •- 4; E P N ti \\ r r . ° BE REMOVED. ' 1 I ` �' y �•�`• •Y� �'X:�:•'°' \\ .--' '" ��/ /' � ,! / \ `\ \ DETE { y � � \\ \ �j--'r..''f t\ ,..M•' "" I "� \ , � '•-� � I 1 r I �• ! i \. ;. its; : C¢: C•::. ' , I 1 1 � 1 1 \ r,q '' �Y \ ` / '' i Q ( t :�: t i �.. —._ ir- 1 } i�i4=:, ' \} 1 l \ 1 t l t - \ --�c�'j' j' OHM DOLE TO fl \\ f^ CBE MOVED \ INO 0 I NY \ \ INV\ 1 i 1 4 1 1 i '\' a.''•^ ° ` ~ / r f 1 1 �' OUT t'`` : ?;; }' \ \ PRESERVED SL�QES ) 1 i 4 } ` �.� .- \ \\ \ / - _ - - �' , , / / \ \, -- - I �- ''c: 27 /AT&T FL G8 CURRENTARY \ \ x ak $s \ \ -1 "DEEP P SAAR t _ ���� Q \ \\\ \I 1 I ° ` j BE ADJUSTED \ PETEETIND ON 1 I ` �° �°�� 'k°���\��. \\ ---- - z r i t l\�i � }/ \1 \ 1\ \\ ram\ \ \ \\ .--__: \` � \ `.` t \ r �• E. � '` Y \ - _ _ \ \ � � AT&T FLAG ��� \\ DEIwiO TREES TO EDG ;II ++t 8' DEEP PER SONAR s��•; �\ \ \\ OF P 11 DETECTION- . TPN47$-5E 390 \ �100 i — - ellI TMP. 78--58 \ \ PA�NTOPS LC r"--PANTOPS CORNER L�—' �j 4 Q: : °.:::_•:° — — ` � 5 -- — _ r D'B 5147 P-G 22& — _ " \ DEMO TREES ♦ ` \ 1:1rtY AC- _ - - - - - - - - -- - - t Nil ♦ — °.' ,:.....: •;:"� ` • \ , R \ \\ - \ \ �, ` MANAGED SLOPES \ j .A k'.•:;:''.• x;:'• ;, \.� IkT&T FLAB \yo, AC 8'�EP PER 50NAR \ \ \ I 12 ou EMS'°_ CONSTRUCTION MT— -7a-- \ TMP 78-5F I �;s ^L �` \ -- `♦ '�\ - \\ -DR 5147 PG 228 \ `\ PANTQPS LC S DB 5147 PG 228 N:i* j r t TR �c s \ 1 VIED ES O j ( ( t t t t 4 SB2.9 t t TO A N �° � ' v A v� I TMP`v 7 -5C EN FROM ATE ..: I t \ \' F L 0 W \ T O N Y ', -� 1 `, `� ll TOP - 3s3. I DEMO , CURET -, ` , ` P I N'T LL I I \ 1 1 \} J- °� GUTTER FOLD. I <D B 1471 G L 8 I \ \ } 1 , \\ Na OVE STRIPING , IN BOLD I \ I , t t l t vv 360 DEMO TEES R b I ! t 1 INDING RIVER � .. �...• � 4 \ , \\ .— — ..— — — ._ ,J s \ \ LANE °\ ,, ~� °`'"« •, � .�� `.„ it � \l FIBER-OPTICCABLE MARKER °• A 40 0 ,# :# 120 Scale: 1 -0 C:J \ C3 r ROUTE` KC SIGN T0'- - m BE MWVED a' O CJXax= NF_Nma3 0 — EL w s+og.- ry j m0°h; \ Q Q(0 r �7'0)04� N N C to . I x 0! � m 4' 01,48 Ti fOP�39367p Z RIY.�APPROX � DEMO SW, CURB, GUTTER, do INLET IN BOLD. AIRPORT / 1 TO BE MOVED n -joo— -A _.. / r 0 � 0 r 0 tr' z C�J N w w ^Z_ It z u w zza :2 o 0_ z N O � N Q j > U) w F- �� Z w �0 � J MY Q O = N (} wlljulff, li'llwWofflU. � � i�183 lb `p I fo ��`�sloNaL V, `t c E cj E O �� E E o � o d U of p 4 N— O [Tl m rn rn vs [T� z C3 a C7 d d ©IC Dote 05 21 2018 Scale ,� = q {} Sheet No. C4 OF 19 - _ File No. 12.025 �,/7 n n ./h/l,. i' LANDSCAPING REQUIRED: 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: 31,186 SF (ALL NEW CANOPY FROM LANDSCAPE SCHEDULE) INTERIOR STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) — 40' Q.C. PARALLEL TO STREET 880 LF NEW STREET/40 = 22 X 2 (ON EACH SIDE) = 44 REQUIRED: 44 LARGE SHADE TREES PROVIDED: 45 LARGE SHADE TREES *LANDSCAPE ON WAWA PARCEL SHOWN FOR REFERENCE. FINAL LANDSCAPE DESIGN IS ON SEPARATE SITE PLAN AND WILL INCLUDE 14 OF THE REQUIRED INTERIOR STREET TREES. 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: 21 TREES. MIX OF (13) LARGE SHADE TREES & (8) MEDIUM SHADE TREES SCREENING PROVIDED FOR DUMPSTER ENCLOSURE: 13 EVERGREEN SHRUBS & 2 EVERGREEN TREES ENTRY CORRIDOR: LARGE SHADE STREE (2.5" 300 LF OF STREETSCAPE/35 = 9 REQUIRED: 9 LARGE SHADE TREES PROVIDED: 9 LARGE SHADE TREES CAL.) — 35' O.C. W/ INTERSPERSED ORNAMENTALS (6' HT.). W/ VARIABLE ORNAMENTALS 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 113 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 Symbol Planting Type Botanical Name Common Name Minimum Cal /Height Quantity Total Height(ft) Canopy SF Total Canopy in 10 Yrs SF Large Deciduous Tree Fagus grandifolia American Beech 2.5" 1 20 227 227 �^p) Large Deciduous Tree Quercus phellos Willow Oak 2.5" 12 20 370 4440 Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 3.5" 8 37 387 3096 Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 16 35 570 9120 Large Deciduous Tree Ulmus americans 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 Opoca American) Holly 1.5" 5 14.5 118 590 Allegheny • Ornamental Tree Amelanchier Laevis Serviceberry 1" 7 19 130 910 'Majestic' �+ ry ) •� Small Ornamental Cornus Florida Flowering Dogwood 1" 7 17 124 868 Broadleaved Evergreen Shrub Pieris floribunda Mountain Pieris 2' Ht. 37 5 14 518 'w' Broadleaved Evergreen Shrub Ilex cornuta "Bufordil" Burford Holly 2' Ht. 37 10 57 2109 �71 Broadleaved Evergreen Myrica ens) anca p }^i ` Northern Bayberry NthB Yb Y 2' Ht. 37 3 0 0 Shrub Broadleaved Evergreen Kalmia latifolia Mountain Laurel 2' Ht. 37 6 24 888 Shrub d E dl Broaeavevergreen Berberis Julianae Wintergreen Wit , 2 Ht. 16 6 14 224 Shrub Barberry Low Maintenance Ground Southeast Native 150 LB/AC Cover 1 Grass Seed Mix TOTAL SF: 31186 PROPOSED LANDSCAPE SCHEDULE FOR TMP 78-5A Plant Symbol Planting Type Botanical Name Abbrev. Common Name Minimum Cal./Height Quantity Total Height(ft) Canopy SF Total Canopy in 10 Yrs SF Large Deciduous Tree Quercus phellos Willow Oak 2.5" 1 20 370 370 Large Deciduous Tree Gymnocladus dioicus Kentucky Coffee 2.5" 7 35 570 3990 • Large Deciduous Tree Ulmus americans cvs. American Elm Valley Forge' 2.5" 6 25 397 2382 Broadleaved Evergreen Rhododendron RC Rhododendron 2' Ht 43 3 0 0 Shrub catowbiense catowba Broadleaved Evergreen Morelia pensylvanica MP Northern Bayberry 2' Hit. 51 6 24 1224 Shrub Broadleaved Evergreen Ilex glabra iG Inkberry Holly 2' Ht. 48 6 24 1152 Shrub Broadleaved Evergreen Pieris floribunda PF Mountain 2, Hit. 56 6 24 1344 ,f Shrub Fetterbush Broadleaved Evergreen Morelia cerifera MC Wax M Yrtle ' 2 Ht. 61 6 24 1464 Shrub TOTAL SF: 5184 Schedule Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Wattage Light Loss er Number Lamps Factor 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 9OOmA g 3 PHILIPS 161-46L-60 161 LED Sconce, 46 LEDs, LED 1 161-46L-600— 91.0 1 ^ GARDCO 0—NW—G2--2 T2 OPTICS, 4000K (1) HLO LIGHT NW—G2-2.IES L� ARRAY OF 46 LEDs (XPG2) DRIVEN AT6OOmA f+ C 3 PHILIPS ECF—S-64L— EcoForm Area LED ECF — LED 1 ECF—S-64L-1A 411.8 1 ❑ GARDCO 1A—NW—G2-5 Small, 64 LED's, 4000K (4} LEDGINE SL —NW—G2-5.IES 0 CCT, TYPE 5 OPTIC, No Shield LIGHT ARRAY(S) DRIVEN AT 1050mA 2 PHILIPS ECF—S-32L— EcoForm Area LED ECF — LED 1 SFC-3-32L— 121.5 1 ❑ GARDCO 1.2A—NW—G2 Small, 32 LED's, 4000K CCT, TYPE 2—HIS OPTIC, (2) LEDGINE SLE LIGHT ARRAY(S) 1.2A—NW—G2— 2—HIS.IE —2—HIS House —side Internal DRIVEN AT Shielding 1200mA STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Site Area + 2.1 fc 12.3 fe 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. GARDCO Philips Gardco LED watt sconce 161 offers distinction through its styling, powerful optical design, array of distributions, and impressive selection of control possibilities. Designed to compliment the 121, this luminaire is the large and extended version of the 121, providing performance capability up to that of a 40OW metal halide tuminaire, white using considerably less energy. Ordering guide Number Drive LED Color Dimming 4 Luminaire of LEDs Current Generation Distributions Voltage Control' Electrical Options Finish 161 [—] [:J F Q 0 i 0 161 461_' 600 NW-G2 2 120 DID Fusing Ws Textured LED wallscon(e 46 LEDs 600MA Neutral White IES Type 2 120V 0-10V Dimming Driver' Surface mount - (tmodule) 4000K, 70 CRII F1 conduit feed BK Black 900mA 900 Genrafion 2 ES Type 3 208V Dal Circuit Control Single (124, 277, junction box WH White 4 240 347VAC)' BZ Bronze Cool White IESType4 240V DynaDimmer: F2 5700K,70CRII Genratlon2 277 Automatic Profile Dimming Double (208,240, DGY Dark Gray MGY Medium Gray 92L 600 CS50 92LEDs 600mA WW-G2 277V 480VACp (2 modules) Warm White 341 S Safety 50%Dimming, F3 Customer specified 800 3000K,70CRI 347y 7 hours ,;, BOOmA Gen ration 2 RAL Specify optional 480 CM50 Double Pull color or RAL 480V Median50%Dimming, (208,240, (ex:OC-LGPor UNV Shours"I 480VA05 OCRAL7024) 120.27TV AC CE50 CC Custom color HVU Economy 50%Dimming, (Must supply color 347-480V AC 9 hours"' chip for required DA50 factory quote) All Night 50%Dimming Photoelectric Systems PCB Photocontrot Button" infrared Motion Response Systems IMR13 Integral with 43 lens' 1, Not available with Dimming Driver (DID) option 4. Not available with 48OV. 2. Not available with Dual Circuit Control (DCC) option. 5. Must specify specific input voltage 3. Available m 120-277V or UNV only. Accessories (order separately) FSIR-100 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 Ordering guide Philips Gardco SlenderForm SFC/SFCR garage and canopy tuminaire 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 ceiting mount and canopy applications. StenderForm luminaires also provide LED solutions for parking garage applications requiring higher light levels, including entrances, and for garage areas with high ceilings. example: SFC-DD-5W-48L-700-NW-G2-UNV-MGY Prefix Con�trol's'` Distribution LED Count Drive Current LED Color - Generation Voltage ) Finish Options '! ' SFC - 3 48L 250 NW-G2 120 120V MGY F1 Single Fuse (120, 277, 347V)4 SlenderForm Standard Type III 48 LEDs 25OmA Neutral White 4000K. 208 208V Medium Gray F2 Double Fuse (208. 240, 277V)45 Ceiling tuminaire Luminaire 5W 400 70CRI Generation 2 240 240V F3 Double Fuse (208, 480V SFCR pD Type V, 400mA WW-G2 277 277V putt Canadian double putt StenderForm 0-10V Wide 550 Warm White 3000K, Ceiling luminaire Dimming' Distribution 70CRI Generation 2 347 347V DL Diffusing Lens (reduces (recessed mounting) MR 5R CW-G2 480 480V performance sig0ifitantly} Motion TypeV, 00 700 100mA Coot White5700K, UNV 120 277V pCB Button Photocontrol45 Response35 Rectangular 70CRIGeneration 2 BX Bird Excluding Shroud i0' Distribution ROO A 900ms JB J-Box for Pendant Mounting" CD GL Glass Lens assembly Concentrated Downtight 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 0-10V 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 (order separately) FSIR-100' MR hand held programmer For use with'MR' motion response when field programming is required. if desired, only one is needed per job. LED Wattage and Lumen Values Standard SFC & SFCR luminaires _-- —'-- Order Code — LED Qty System Current (mA) Color Temp (K) Ave System watts (W) 3 5W 5R CD LumTcacy Outpm/W) Lumen output Efficacy (lm/W) Lumen Output Efficacy (tm/W) Lumen Output Efficacy (tm/W) SFC or SFCR-48L-250-Nw-G2 48 250 4000 38 4636 1 121 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 J 112 11659 112 SFC orSFCR-48L-900-NW-62 48 900 4000 133 141$4 107 14696 111 14258 F107 14245 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 tE5 files when available. All technical data is subject to change. StenderForm-SFC-LED 04/17 page 1 of 4 Ordering guide Project. Location: CaLNo: 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. example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY Number Drive LEDCaIor- Dimming controls Mrtion�nsi(ng -sensing Prefix of LEDs current Generation Mounting Voltage Electrical Luminaire ECF-S E-7-1 El (Distribution (Photo (Finish �� ECF-S 32L $30 WW-G2 AR Type 120 120V DID 0-10VExternal IMR13 PCB Fusing Square Pole Textured EcoForm 32LEDs 530mA Warm White Arm Mount 2 Type2 208 208V dimming(byothiers)' Integralwith Photocontrol Fi Single Adapter ac Site and Area, (2module5) 700 3000K,70CRI (standard)' 2_90 Rotated 240 240V DCC Dual Circuit Control' #31ens' Button" (120,277,347VAC)' includedin WH White Small 700mA Generation teft90° 277 277V FAIN Field Adjustable is IMR17 TLRD5 F2 Double standard BZ Bronze IIA NW-G2 2-270 Rotated 347 347V SW product DGY Dark Gray I050mA Neutral White 0uptfowinq mmounting ght270' 480 480V forsitewisel", #71ens" Receptacle 5 Pin TB MGVMediumGray 1.2A 4000K,70CRI kits must UNV 120-277V LlC2 Integral module IMRO TLRD7 Pole Mount fusing ----,--,.--.-,--.-•--- Terminal Castomerspecified 1200mA Generation2 beordered Type3 (50/60Hz) with#21ens'6 Polemounted Twist Lock FPt Single Block' -------- ..-- RAIL Specify 3T Type separately HVU 347-480V LLC3 Integratmodule motionsensar' Receptdcle7Pin (120,277,347VAC)' RPA 481. 900 CW-62 (See 3-90 Rotated t50/60Hz) with#3lens'b {see accessories} TLRPC FP2 Double Round Pole optional 48LEDs 900mA Cool White accessories) left 90° LLC4 Inlegralmodute Twist Lock {208, 240, 486VAC)' Adapter color orRAL (3 modules) IA 5000K, 70CRI SF 3-270 Rotated with #41ens'd Receptacle FP3 Canadian Double (fits to3`19" (ex RAL7024) CC Custom color 1050mA Generation Slip Fitter right270' DynaDimmer. Automatic Photocell' Pull(208,240,480VAC) O.D. pole) w (Must supply Mount" Type4 Pratte Dimming HIS color chip 1200mA (fitsto2V," — - 4 Type 4 Surge Protection Internal for required — CS50 Safety 50% 64L 900 O.D. tenon) 4-90 Rotated Dimming, 7h mmng,ours (IOkAstandard) Housing factoryquote) SP2lncreased20kA 64LEDs 900mA WS let t90' CM50 Median 50% side Shield' (4 modules) to Wail mount 4-270 Rotated Dimming. 8 hours' 1050mA with surface right270° CE50 Economy 50% conduit Dimming, 9 hours' rear entry TVPe S DA50 All Night 50% permitted 5 Type 5 Dimming' RAM SW Type SW CS30 Safety30% Re"liitarm AFR Dimming, 7hours' mountkit' AutaFrontRow CM30 Median 30% AFR-90 Dimming, B houns' Auto Front Row, C£30 Economv30% Rotated left 90' Dimming, 9 houns' DA30 All Night 30% AFR-270 Dimming' Auto Front Row, Rotated right 270' L Available only on 120, 208, 240, and 277 (or UNV) 2. Specify Voltage 3. Not available with 347 or 480 voltage 4. HIS notavailable with Type 5 or SW optics 5. DD is required for LLCR and pole mount motion sensor. Dimming teads 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 6. DCC and LLC2/3/4 not available with any other controls H. Limited to a maximum of 45 degrees arming dddVe nonzontar T TB not available with DCC 12. SW option is not available with any other control options with the 8_ ECF-IMRI equipped with out -boarded sensor housing when exception of IMR13, IMRI7 and SWAMRO motion response options voltage is HVU (347-48OV) 13. Available only on 120V and 277V 9- Mounts to a 4" round pdiewhh adapter included for 14. Not available with OCC, IMR13, IMR17, SW, LLC and CS/CM/CE/DA square poles. (DynaDimmer). 10. Not available with SF and WS. RPAs provided with black finish standard � IFI , CING AND ARMORING BOARD FENCE :NCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING 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 111-284-111-297 for complete specifications) I . The follotvina items shall be shown on the Alan: W Trees to be saved; ifLimits of clearing (outside dripline of trees to be saved); oration and type of protective fencing; ;9Grade changes requiring tree wells or wallas; W Proposed trenching or tunneling beyond the limits of clearing. 2. Ma kiu s: All trees to be saved shall be marked with ;print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree markiing has been inspected and approved by a County Inspector, 3. Pr Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. E( i ment Overation and Stor. ale; vyequipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. So ,Erosion and Stormwater Detention Deviices. Such devices shall not adversely affect trees to be saved. 6. Fir s• ires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tv 'c Materials: Toxic materials shall not be stored within A 00 feet of the dripline of trees to be saved. 8. Pr tective Fencing Trees to be retained within 40 feet of a pro�poscd building or grading activity shall be protected by fencing. lid Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. T will El When he 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. Three W- ails tad 'Wren 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. Treuchinv and Tunnelia 51 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 u : Protective fencing shall be the last items removed during the final cleanup. 13. Dee d 'Trees: Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist, NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION CONTRACT PURCHASER SIGNATURE (DATE) 5/3/06 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. 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 to of 0 • 0 0 ao 0 Z C� N W W M�7 t9 It Z `✓ W l W � � w o= z N 0 N Ul r t I - _a r J > Z w 0 �t W _J �( N 0 rA �,,� O � v JurSIT SHIMP 45183 G Z6Pt� X� 01�sSjoNAL 3X WIDEST DIMENSION OF ROOT BALL 2 TREE ON SLOPE 25% 4:1 to 5��(2:1 '�+ E C1 a Not To Scale C 0 CD � E 0 N IE ._ n I- (/) C -� C.) t7 C WV) :"6ta O U �i M cm 0 Q (na �3 O O rn�rnrn as D O�j N N pa N N o N O N N N N Cl 6 in C) (O O SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRAIDE 4' LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X C 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. Ir 3X ROOTBALL DIAMETER DIM.-- 3 TREE PLANTING DETAIL C1 Q Not To Scale FINISHED GRADE EXISTING GRADE �wa Z o� g�� W � � Z CL 0 0 _J � U W O > W WJ W Q N W Q m Z J IL Date 12 /07 /2018 Scale a� Sheet No. C10 OF19 File No. 12.025 III - 401 Ii- °5 dEW L \ E o d TING TRIP PLA S N ING STRIP k1400 \ �► 2 t V PRI ATE STOP IG °1 \ SIGN —90 ESMT NEW P�IV ROAD 41C ESMT \_ -- -- NEW 11. ''" G-12C __\ \ 1 M "!. � .-� MOttMENT Q \\ \ \\ \\ \\ \ \ \\y Y ......... ESMT X► [� \ \ \ ` \ \ \ �y %i �y?j / \ \ \ i \ RELC D I ED �J V \\ \ \ \ \\`\\ \\ \ \ a x v uofr \ \ i ••- _ _`�IRPOR IGNs� 2' GRASS STRIP/ f •Q \ \ \ \ \ \ \ 78 / �, f \ ' \. YY _- _ _ - i _ - - ` ~ 8 CONNECTld� 1 -` 77 iEX. SIDE � V A A rn \ ~ \ r E• s N PRI VATE� ~ OD„ \ \ N`":sri, RO -ACCESS -NE-W-BOUNDARY \ \ \ 6Q 9� v EW -P IVATE _ - i v v 30 0 30 .\ `N� 7 Scale: 1 -- 30 CO ` TO �r•.4 t ,\ • M s 25 MPH ECT C `f SIGN EX. S WALK WP VERLA " ' J NEW 11'x6\ w 3 l ` SIGNMONUMENT `�• `� `� I` ( L_ I `' ,� � 1I\ Xsv4A^)y ,.® .fY° '� (4 45 � �'� ,I My � \ \ \ '•f i � I � � 1 � , \ ` \ J''`� � ,•-°`", .:, � i ` � y °`,, _ ,.�"f2C \ ~� ,•4,.3?��. z8 /jam ` I� I i + i jf i i 1 1t \\ � \ _ _ ' -- - ___-_ __. ` `• ---- _.._ - _ ____ ._._ __. _` ,, `^•,� .,�,,`�':::;::i:::><.i.: `. _ CONNECT TO ° `' r EX. SIDEWALK .�A355.81' 140 s -SIGHT �-- 'I R280.00' INP-2 DISTA CE ESMT i I� " L �, ���� i I I .a 72°46 07 VQVERLAIN,�01 PANTOPS CORNER WAY PLAN 11 SCALE: 1 "=30' 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 outfoll 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 3901 conform to VDOT GG-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 d Uniform Traffic Control Devices, the Virginia Supplement an 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 ag o-= X N C, m �3 LiJ 3: Lo N � -J }N � d- N N 0 �.. <(0mX m y z© VTABLE 3) WP-2PILI & OVERLAY I I II III I I I ++ PANTOPSi . c xNER WAY PRIVATE ROAD ...� • DESIGN SPEED l •10 •, Ili IiI�IIIII�I , .. ,. ,. II 1� I ■ � III . 111 I I I� ilNwl MIA I i� I son• ... �ir��iL r4. Illllllrlrl on • .. .. — L � I Ii .. �.. �. II � _ �� ■ 1!1�111111 UI I� I I lllil �, All li �111 it iI I �I - LO .. i� wwlll i.. .� _ ' • .. , , t � Irl rII ,• C f341. y� .1 T mom N , �- � ..___ -..."" �. = �'�""'=• r�rl 1 III IIII I� I IM ■ I T*2` ui I ... ......... all A. _ . . •.... F ,... , , , II Ll 'Ils • ,- .3 .1 1.-. iI�II III.I� �,•e ... i .IiI I L IIAII II II . L III I 1 I �I :. .. v. z. �� .. � I . • ; _ f ► �. . �. MI . I ilrhl i L L10111111111111111111. . �I III IIII .- AID " I -1 A "ty�y.�' �." r.- ram•" �•. ' h► !� ' • � I . � � .:.: iNrII�IyM. '��.:. �l IIII f. _.: . -� ,. fi- ... . •.; I 1 II h. ry r AI 111� .. I ICI 11 II I I IIII. IIII IiII!1 ... III II I� � � l� IUIII QI� IIIII EKEWS , � w .. "A 345 10+00 a: - -I U+SU I I +UU I I t Ou I L-r Vu I L- ,JV 2 PANTOPS CORNER WAY PROFILE C11 HORIZ: 1"=30' VERT: 1'=10' \ 1 0 co 0 z W N W � w ^z It z U w i 0� dI= z D 0 N Q j > ~ _Z V) qC Q F F 0 w Q O [r, 2 OF O O p-J JUS SHIMP > o. Np. 45183 �SSIONAL MP E 1 co co E a� E _ (n 0 E C w ID 0E_0 ��cJ E E o Cy -0 En o ao �3 �U �V1J <c '- �III � a � a C> CNN NCV N a N d LID p N O CDP C3 O O W d �n cD r oa 415 4.10 Z � 405 400 I-•• Z �- 395 W 390 Q„ 0 a 385 J ( ) W...✓✓✓ > W 38 W L1. 375 W LL Q r 370 5i G 365 -J MW d W 360 L 355 Date 350 12 07 2018 Scale �045 11)=30' Sheet No. C11 OF19 File No. 12.025 GENERAL CONSTRUCTION NOTES FOR STREETS Las 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 plot 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 Namling 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 orr County inspector present. 410 A PVET WID-.00KENT TRAVEL, E NEN 92"V 405 EDGE OF EXISING PAVEMENT 4/-(Al, DETERMINED ;N FIELD) TACK COAT THE PROPOSED 400 CONSTRUCTION JOINT EXISTING ASPHAL� LAYERS — PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE -------------------------- 395 COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL 390 REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MNIMUM II'/Z INCH IMCK ASPHALT" SURFACE COURSE (SEE NQI'E 5) x MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 385 AS DETERMINED BY CORES (SEE NOTE 3) NOTES 3$0 1, ASPHALT PAVEMENT WIDENING SHALL HAVIE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. 'HE PAVEMENT DESIGN FOR ASPHALI' PAVVEMENI' 1NIDENNNG SHALL MEET CR EXCEED THE DEPTH'S AND TYPES OF THE LAYERS OFEXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. S. A MINIMUM OF IHRPE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING 375 PAVEMENT LAYERS_ THESE CORES SHALL BE SPACED NO MORE THA14 500 FEET APART. 4. TOME ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/z ,NCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TD MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURT: UN(.ESS V tA". 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. 370 6. EXISTING PAVEMENT MARKINGS AND MARKEERS WI71-1114 THE PROJECT LUT5 SHALL BE RESTORED SUBJECT TC THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHAILL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICA110NS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED LASING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE 9EQUIREMENT5 OF SECTION 31507(a) OF THE SPEC FICATIONS. ROAD AND ENDK SYANDARDS ASPHALT PAVEMENT WIDENING �FE�z MEET 1 OF , I Ra vlMni oATr FOR WIDENING SUBJECT TO TRAFFIC 315 +,Q2 VIRGINIA OEPART4ENT OF TRANSPORTATION >` f TRAVELWAY SCALE: 1 "=30' - DESIGN SPEED rr +, +t ( HORIZONTAL VERTICAL MII T� •�CrJ I I�I��111� � � �' �. I a � ■ �� IMIM III I■ lli, � ► I �� ��II�111 (III �I�II�II �I� I�� ��� a - t . -L':�t` II .1�J_.I II �111�1� (I IlIIIIIIII �II III I A .I III ■ �j � II �,1 11��� ��I III. II II�IIINI II■ �''� �� 11�M� III�MIIMIM�IIIIIIII ��Mr �I����IIIII���N����� II I�MIM� IM 1 I �l ■ I ■II■ III ' I III 1� Ill) IIM I II I �11 U VII A API II�� MM � �� II�� I� �I a: . , } ISM I ��IM I I .. ,. I��I�I IIIIII�� I I II I . � IIIII �1 Nl�i?� ; � 11111i IIIw11■I III � III , � I �IIIIIIY I II ■r�I �IIIIN AI IIIII IM I� I ; . II III N�II (III■ IM I I I M I �I� 1 IM� iII�IINIIIIIII I�!9. IIIN� I�Iw III �M ,. 10+UU 370 365 360 355 350 345 340 1920141 11 +00 2 TRAVELWAY B PROFILE C12 HORIZ: 1"=30' VERT: 1'=10` 12+0t0 - _ 11 II II � I I■ III III IM � 11 �� � II I IN�I��� � II �Illlll���lll � �� II �A I� IIIII II I�� �� I� �I�II I IIIM � I 1 I I■ III I I� II 1 1�1��11 1 IIIIN� III 1�1 II��IN (III � l IIIM ll I1I�II� � M� ill. IIII�II II�II�A1 IIIII Itlj IIMI� ,�� .:-M; � _ , � III I MIIIIIwI�AII •+ma�-y�,,,�,, „ -- ow - 00 1. T. WAMM 14AWff. 1�II hI� t. tilt. d!ly, iiii --- III�I�IIII�I "� III � �fl �AIMI �II � I�1 (III I '� I III IIIII�III��1��A II Illll��n III 111I IIIII II� � � IMFTRr II III LII�III II�I■1 III �IMI I• I � I (IIIII IY � IIIMIwI 1 IIIII�IMM IIIMIII�I III. II III I � �II IIIM .III ������� 10+00 10+50 11+00 WATERLINE PROFILE: HORIZ: 1 "=30' VERT: 1'=10' 11+50 p d .- O of < ROUTE _20 CROSSING 370 I 365 II 1 360 I 355 350 i 345 12+W40 410 405 400 395 390 385 350 375 12+50 0 J M. HIMP > iC. O. 5 83 -tONAL � #5 DOWELS. B" LONG ^ ER ME AT 12" C=C (H1TT CTION 5' MIN_ ` 12-1 MAx B ` 2' -- mj B TL� RAMP (SEE TABLE) TRUNCATED DOMES A sEE SHEET 1 OF 4 FOR, DETAILS 5'-0" MIN S APE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 431 Y 20 ;1 - - 4!,_�-jtj Lam,. MIN. SECTION A -A FIN . �TRUCTION SECTION B-B NOTEz FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1OF 4. TYPE B PARALLEL APPILICATION ROADWAY GRADE IN PERCENT MINIMUM 4" CURB 6" CURB 0 4 & 1 5 7 2 5 8 3 6 e A 8 S 10 15 e 14 NOTE; ISEL� � TO 15 FEET. R CA�MESS RTT SLOPE. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION PERMIS549LE A C UCTKIN k6 DOWELS.B" LONG i ' B� 1 _ MA 101 B -` TRUNCATED DOMES A SEE SHEET 1 GF 4 FOR DETAILS 81-01, 4'-0" BACK OF CURB 12.1 MAX. 484 MAX. 20:1 �2 qE�SECTION A -A JOINT SECTION B-B NOTE. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. a a' sa)ARE LANDING AREA OUTSIDE OF TRAVELWAY SMALL BE PROVIDED �45SWM N iARREEA� ALTERATIONS CG-12 GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS Atli CONCRETE (CLASS " F PRECAST) WITH SLIP RESISTANT INTE SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN ME gRECTION OF PEDESTRIAN TWAAAR IlN�4G Mon USED WIT"To L OVAL or THE�EXN�OINEt DETECTABLE 3. sLOPIrHG sDNEa� OF CURB RA�p MAY BE POURED MWN0 ITHICALLY WRH RAMP TYPE A FLOOR aR Btt tHs1MtG PERMISSteLf cON ;91ZTIDN J(NNT WITH RETJURED BARS. PERPENDICULAR 4. THAN LQCRi LS PRE(:AST HID02 MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJDWIG FLAMED SIDI S CAN BE CAST H PLACE AFTER FLACEUM OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 'MIN 6. REQUIRED BA1 �iSF ARE TOP FLOOR, �-DEEPPTHHOF'�RAW CENTER CENTER TO MINIMUM Tg`'� CODx BETE egW ty�": B. CUI� l yM% MD WITTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE IICL)AED) IN PAYMENT FOR CURB i CURB AND GUTTER. TYPE B 7 RAMPS RE TO BE 7 q� µID �YAT HE PLANS OR AS DREG PARALLEL BY THE CROTaSE CURB i HEAN A M F an'el WAEWALIC S ��ppSTRiBFP LED. OR NONEXISTff�1'THEY MUST BE LOCATED WITHIN PEDESTRIAN CR�j$SIYAt KS. AS SHOWN O�V PLANS OR A,S DRECTED BY ?HE EN(iIEER ANC/) SHOULD NOT' BE LOCATED IEU3IID, VEHCLE STOP LMIE5 EXMSTINDPLIGFTIj POLES FIDE ,,,.i\i�1( AND USERAMPS�DA BY' PEDESTRIANS. N�' 8. TFE CMTHEYOPENING 6 PL WITHIN TH Lags T THE CR�NfALK AND ; T WA AT 2" HIO„„ER TNMI f OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT 7K)IC , SAME AS TOP OF CURB PERPENDICULAR r0 THE CURB a TR GoftRETE%ALIRIS REQ44� HENKI�T � III TTYPE C E -1313 CO IAL T D *VYTRM D PARALLEL & PERPENDICULAR 10, TWHEN CURB RAM sHu L IM (INTE�f3IF TfWITHH�� USE PATH. =00 TRUNCATED DOMEa0 0 0 0 0 0 0 00 00 O D O O O O0000000000,O OO 000000016 0 0 0 0 0 0 0 0 0 0Q2" 00000000001 0 0 O 0 0 0 0 0 0 I 4` VARIXBLE BASE DIAMETER-PAYMNUkITLIMS TRUNCATED DOME DETECTABLE WARNING DETAIL SO 4 SHEET1 4 CG-12 DETECTABLE WARNING SURFACE V.7/05 , GENERAL NOTES �s 20,08 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 AT NVTERSECTIQN DIAGONAL VARIATION >� I Iry I tHt�tL: I Icm WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK, LANpINCr (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MtlBNJM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION.6 FEET FOR ALTERATIONS, SLEET 2 OF 4 SIXMIM CG-12 DETECTABLE WARNING SURFACE 10 2 TYPE A (PERPENDICULAR) APPLICATION 71D5 VIRGINIA DEPARTMENT OF TRANSPORTATION 2o3-nsA H � 1 I I ' 1 � TR ROAN" SAME `$URFADIHNG QENER'AL NOTES TAIAEIUS TD I i , -` RQAQWAY (SEE NOTE X Sr@ttUlt &)!t, PLAIN (Ra0R1S T(D BE as WWN,VSt0 IN C&OANCTION WITH STANDARD, GG-3 ONTNIS 5 NAARO 159 .-� - SHOWN ON PLN)3) AD+#T1m TiA HXATTHP MOUNTdBI.I CHI CONFIGURATION. 2 SEE, STANDARD CG02 FOR CURB RAW 0ESIGN TO BE It NOTE w: ' T14NAL UNPAY:EO 5PdMCE 3��/A�INL1NE 4YAVEMEHRT 9H1N L4RISTRUCTED TO THE _ ( OWN R/W 617CEEPT d S AM RTAlTll6�hTRDN PNANTRSGHd .- .. OMitTT O�MEN�TRYA 1 MtHiCI♦ CAAi 9E ` saON IN 4. 0AD0L -CURB OR :C.QN18fHAATION CURB • AM GUTTER HOTEx WIDTH' "B" 2 0.0" OR At5 g�9 M RtlldDWAKY HAM..L NON; BE Ct$45TRt1CTQD lYOV+E? TiIB' RdW ttNE SMROWN ON TY A AS TOMsEc A EXCEPT' 1 dR REPI AA FMH 1T P4 C) . PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RAOR CANNOT AC MMODATE THE T rJ RE TS D1` AbHTI'�"AT�O T MIaM1Mk 1IIE ROADWAY T�r. THE FOR SI CINALK O C AM 10'€AR`A8o49GONLY) 9WTHIN.,THF LET DF TfE D4ApRS1 HOUlq EDGE :N�xMAX. O U�13 Ta 7'».Rse� GG-P� OPTIONAL, f1AOW M OR 6- PillTO I� ATE WWA�N CO� TIRUC 0€ A €LOW ii HSEE L UIRETU TO S)O Acm, ; tE ACROSS fi $WAY NOTE 7) THR 7. p DI AND AkP R1'fEI3 TNF�ALl4W TR� GI�NCE'+tAEE GHAIES o. CABLE, V& et AW PLIGA> E TO S ET y s+2a,FD�t INTERSECTION NOTES B. WHEN is USED f OR SIRMT TON 3 �AR THE CONSTRUCT GRADE s WITH; A PARABOLIC CURVE, THE �IC QU�(E"- 501:0 STIOPPINOSECTION A - A ND 9: OPTIONAL', ('LOIN,� N16E MAY REOIARE WARM Of A 4,' P(HiTKSN SNP GiC& TO PROVIDE PM1R4E DRAINAGE � ACROSS THE IdRTENS1fK:1'lU ALLOWABLE ENTRANCE GIBE CHANGES -LASS, A3 i SECTION C-C sD (CONNECTION FOR S1 ENTRAHCL VOLUME. D' MAXIMUM' HK 11 4-w THANK too VPD. D.R 31' #tOt SOO f360 YI'D sax ffx. MOW I LESS THAN: W NOTE=. l E To I OF TREATMENT r SECTIdNS !� COMMERCIAL ENTRANCES rs NOT A I PERMISSIBLE CONST. 5' MIN. JOINT I I A � MES SEE SHEET I ATED OFF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" BACK OF CUR 12 : 48: 1 20 i y 2' MAN. SECTION A -A SHEET NOTE; 10F 4, NOTES ON THE DETECTABLE WARNING SURFACE. D7-3A, 38, 3C TYPE C PARALLEL & PERPENDICULAR APPLICATION ROAOWRAY GRADE IN MRCENT AIURIMM MiINRAMP FEE•rLENGTH 4+' CURS iY' CURB 0 4 1 2 5 2 3 5 3 Z 6 4 4 8 5 5 10 8 7 14 13 15 887 15 115 NOTE- THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. � u • N K ¢ Q= 1CROSSWALK� 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 DIM+NSIONS AND SLOPES ARE AS NOTED. X)K a l AT 2" HIGHER THAN \\ EDG OF PAVEMENT AT ** , SAME AS TOP OF CURB THIS COMHXNED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITHADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TD THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE TYPE C (PAR&LEL & PERPENDICULAR) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION EXPANSION KEYED Cam` L�.i .as.wo.r�uslaar•oo��.a r. W. ��7. W.i. w � �•A�f ��i� M, 10 11 rr 10' MAX. CG-3 502 11 201.02 SECTION A -A KEYED CONST. JOINT WARPED •" JJJ GUTTER APPROACH / AIDS A CUTTER �kDIAMETER E BARS B WEEP HALE FRONT ELEVATION BARS F _ _ - - (GUTTER REMOVED) I'A" 5X'/4" GENT PLATE SECTION B-B I/i R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CC-7 STANDARDS. � L2Yz"X21/"xI/,' GALV ANIZ�ED TYPE B NO E DETAIL $HALL BE USED WITH CG-2 & CG-6 STANDARDS, TYPE A TYPE B '/x' X a' 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. CQNNIECTORS AND IS TO BE ANCHORED WITH %' X 4" STUD SHEAR NOSE DETAILS YIELDED TO BENT PLATE AT 2' C-C. 2" APPR, PAVEMENT DI-3A L_ DI-3B L Dt-3C L WARPED PAVEMENT x I = I FLOW = FLO�yA I J 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS R@EERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104,09 48�90 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2" OF SM-9.5A SUPERPAVE o°o°0000°oop00000 6" - VDOT #21A BASESTONE II I II i I� I - -- COMPACTED 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 °0°O°O°O°0°0°O°0 0 0 0 0 0 0 o a 8" - VDOT #21A BASESTONE i i i �i i �T--- 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 000000000000000° I0 0 I 0 0 0 0 0 o C g" - VDOT #21A BASESTONE -11 COMPACTED SUBGRADE MIN. CBR=10 TO BE FIELD VERIFIED PAVEMENT SECTION FOR ROAD B Not To Scale 2,. R 3,. , I, 1" R . n , p D t;' see NOTE 4 • S.. 1: b: l;. IN: 7" SURFACE BASE SUBBASE NOTES- 1. T14S ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST Ud PLACE, 4W0 PSI E PRECAST. 3. (ALONG�FACE OAV F CURB/W LO0 FEET OR BE PAD FORAS OF RADIAL CURB. 4. BE (1 AS E f�EPT10 OOR CM MAY M�UCii 3�r (1 R �EPTH1 TNO THE TOPTOF• ABCd�J sv GOF T AVE 7 SUBMASTTRRUgCTURE, TH PRICE ERWISC THEQ T0EPTH 1S T BEBEMADE FOR A CREASE GR ANTMENT INNNNNNpCCCTRVEASE•ripN BDITSH. yI E RE�� 5. FQR3CG-7 AS SHOWN IN ARPOP�BkX q OF TNEG VD4T ROAAR�N MANUAL. 6. (��RR THIS ST ARq{Do,�E TE{(Oy NTQMAppgEST� ENNGS H'AA.E NR 5 AHD S MA B A7 FCC Ui AtRN 8" VDOT 21A Compacted Stone Under Curb STANDARD 4" CURB - VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 CG-6 NOTES: I. THUS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCfETE 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 PAD FOR AS RADIAL COMBINATION CURB b GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER 21&L BE CONSTRUCTED PARALLEL TO THE SLOP OH SUBBASE COtRSES AND TO tHE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFEA11ON 2" R AND THE VDOT ROAD DESIGNAS WN IN MANU APPENDIX A A ► ♦ a • ' Q .6 a A A 7 ` ► A A O ` ► P • P e P P p p p p p - - - ^ - THE BOTTOM OF THE CURB AND AT$THE OPMAY Tt t OF 7F CCONTRACTOR GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAARdTAIMED. 8" VDOT 21 A Compacted Stone Under Curb `LCE1COMBINATION 6" CURB & GUTTER 105 �2 VIRGINIA DEPARTMENT OF TRANSPORTATION ZCMU TREATED WOOD GATES FINISH TO MATCH BLDGS 61. GxG KEY SECTION TREATED WOOD GATES FINISH TO MATCH BLDGS 4 4 • ._.a a 4" - 3,000 PSI CONCRETE d a. • e o°o°o°o°o°o°o°o° 4" - VDOT #21A BASESTONE COMPACTED MEF LRiRAp EO ED SUBGRADE 4 TYPICAL SIDEWALK SECTION C13 Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR O OOOQO000OQO0O0 #4 BARS AT 12" O.C. O VDOT IIIiIIIIIiiIiII�IIIIiiIllLiii�' COMPACTED DSUBGRADE IA TO BE FIELD VERIFIED �DUIVIPSTER PAD DETAIL C 13 / Not To Scale STONE #4 0 @ 10 0, C, O N _,-#4 0 @a 30� O.C. G" STONE 0 @ 12" O.C. 6' MIN. ELEVATION DUMPSTER PLAN NOTE: Dumpster detail to be modified to fit existing configuration. Dumpster to retain general dimensions, material, and no less than 6' height. 6 DUMPSTER ENCLOSURE DETAIL C13 fNot To Scale 4 RADIUS a. Ve Q;. MAX. 41. e A d- d BASE d-, d Mai 05 241.03 I I 502 R A- 6° 1i • a 'sti . SEE NOTE 4 A - a u • Q A fy . CG-2 NOTES 1 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CtNiGRETE TO BE GABS A3 IF CAST IN PLACE, 4000 P51 IF PRECAST. 3. FACE OF CIJRBi LLWf PAID FOR T RCADIA4 CLA �NG 4. THE DEPTH OF MAY BE REDUCED A5� MUCH AS 3" (t5" DEPTH) OR LEASED A� MUCH AS 3 (21" DEPTH) U( ORDER THU.T THE BOTTOM OF CUM >E{ILL-__-TCOE1dDE WITH THE TOP OF A COURSE OF THE P�AvtI SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.ND ADJUSTMENT IN THE CCE W 1 TO BE MADE FOR A DECREASE OR AN IN DEPTHL S.CG-2 ITO BE Mk5Et3 014 RDA()AyYyS NG 7HE PEfIDiX A TINE VDOt ROAD OE�MiANUAL. BASE SRMAW -8" VDOT 21 A Compacted Stone Under Curb STANDARD 6'" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 20LO1 �o I � z N W w ^z v W v J M. SHIMP 0. 2�SP83 o-sStONAL� l % I l Y l ""tea O Ca -- 4 x 4 STEEL COLUMN N r v I= C E O -N E D N U? ' p E ZA c c C-)O E O O , 3 c C 4-M O C.a 4 J -< U F-f 5- �s Q 0 Z LL 0 g�� z�� W Z W O W � � J W Q � W Z �J LL � Q Date 12/07/2018 Scale Sheet No. C13 OF19 File No. 12.025 410 405 400 395 390 385 380 375 370 365 36 35 35 34 mis .. „ .OWN 11 ■ I IIIIIII IIIII �I 1�� I�� � IIIII I • �I 11111111111111000110 La I - ! mill- .. -9 ._ III II�� II III III Nw 1� I .III 1 II �11�1.�1��1, II IIN 91 •7 �_ I I II IIIII L 1 .,.Lti� mil • ' � .- - • � ;� Big MAr.'"'` ,- III ��I: �I�-- r I I f • -MIME. IIII • �11 1 II ��I �;II I N IIII"i"I�:Iw- " I •. 10+00 - 10+50 T - - 11+00 11+50 + 0 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGWOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS t SEWER PIPE DOGHOUSE OPENING SHALL L' MIN. 12" CLEARANCE BE PREFORMED BY BETWEEN EXISTING PIPE MANUFACITURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER { .• PLUS 6". 12" THICK VDOT No, 68 STONE BEDDING VX8'X16" AND 4"XWXt6' SOLID CONCRETE BLOCKSCENTER DOGHOUSE MANHOLE BASE WALL (4 EACH) FILL DOGHO115E OPENING MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE ON FIGURE S-1—A OR NON —SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'-0' BEYOMD BASE BEFORE FILLING THE OPENING OF STRUCTUREBEFORE SECURED BY 2 NON I, CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING i 12' MIN, CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: i_ 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-AI TD- 26 IZtDU IJtVU IEST. R0111 1 •rruu SANITARY SEVER PROFILE: 1 A-5B C 14 HQRIZ: 1 "=3Q' VERT: 1'=1 Q' JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, — SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES WATER SEWER 3 A tr � LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 SEWER SERVICE LATERAL CONNECTION NOTES: 1, WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4', -7 7 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF — MAIN LINE I ZF SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 TO-33 FRAME & COIVER (SEE FIG. S-I -D,E) IJTVV (4) 1" (25mm) DIA HOLES ON 32 3 4' (834mm) DIA /''� BOLT CI CLE- V 1" 0 [25mm] K Tz r'ti"'-- 0 0 m M I:JT%7V 2" (51 mm) LETTERS o \ (RECESSED FLUSH) h.k%T RYPJ (2) CLOSED d PICKHDLES p 1 1 /2" [38mm] 0 7 � , SEW 1?- (2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1 /2" DIA 1 1 /2" [699mm] [38mm] 26 1/4" DIA 7„ �` [667mrn] J`f [17$mm] 1 1/2" 26" DIA [38mm] [660mm) i/4' (6mm) DIA 3 1/8' 24" DIA NEOPRENE GASKET [79mm] © [BD6mm] 28 7/16" DIA 5/6" [722mm] [16mm] 23" DIA [584mm] T 36" DIA 25" DIA [914m m] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� � , ,. 1'-0" MAX 2'- 0" RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 51 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BEFILLETS 3/4 DIAMETER OF CONTRIBUTING — — SEWER, e A FILLETED INVERT FOR A SMOOTH 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 BRANCH NOTE: ALL CONNECTIONS TO 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN •A 12" 2" FLEXIBLE CONNECTION - WITH STAINLESS STEEL BAND I EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED a TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NTS FIG. S-i-8 410 405 400 395 390 385 380 375 370 365 360 355 350 345 NDIE: MIN, 60' DIAMETER MANHOLE REQUIRED. Wr MANH13LF PVC CROSS vC� USE APPROVED FLEXIBLE RUBBER o` -- _ 6ASKETED a STOP COUPLING q PIPE STRAPS DROP PIPE (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY �90' RESTRAINED BEND 4� e 4' a e • c I SEW ..L SEWER a - a a a �. + IF -PIPE PLAN PROFILE �-- 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 SDR 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. STRAPSSHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5, DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6, VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO S" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 TD-30 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI EMBEDMENT 8"MIN INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE BY NANO OR APPROVED MECHANICAL TAMPER HAUNCHING NO. 68 STONE — — BEDDING 6" max 4" Fri in 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 Eco Q C �. E E E C a E _b fl1 m +. c 0 U +�EE o� U v c l V Lj:3 ;�3 G � n CIS � U `[T�1 ulU CJQ Q C) q > t� C3 C j M 3C M CO � N N N N ` p N r ¢ N (N ,I- Ln C? 6 C) Cs LL z 0 _ IL 0 Z L_ n LL I z f- W z D 0 0 W > W W J w co zt' LIB Date 12/07/2018 Scale Sheet No. C14 OF19 File No. 12.025 390 385 380 375 370 365 360 355 350 390 385 380 375 370 365 360 355 14, STORM SEWER PROFILE: A9-A9A C1 HORIZ: 1 "=30' VERT: 1'=10' Wu 385 � 9 385 395 380 380 390 m 375 mT - n 375 385 r 370 a` 370 380 365 365 375 360 cv 360 37Q 1� 355 355 365 _ - _ 350 33 360 10+00 10+5&0 NOTE: STORM STRUCTURE A9Z, AND PIPE FROM A9Y TO A9Z, BY OTHERS. 355 350 4Q5 400 395 390 385 380 375 370 365 360 355 350 345 /t vr� —-- II� i�� U� IfI III IU II N Ilil IITr.A�, IIII 1I �I _ III_ IIIIII III _ I II �IUII III IA III.�I III II ►..;_ � II�� ilI Ir r ■ _ M Ell INA . I r. . ' I IIII II�IIIII I I III M-1 IIl IN I I � I II ---------------- ICI l l IIII >� •a n �.... • 1►ar:11,,, '. - u �'"" L i I II . . .; ., . �1 .. ,,, ... . r • .._._ II M it M J I 1 UlN I II I w Kul 1I � 11 Mil ILI II 1 •. : " ,, - Ni ���� M�".■�I .. L_ III . ,��L � + •. `� .. - ... r _ , . A•■,{ . � . �. , ..�lr •all _1iT�i. ..-� III I fi If .X. • y _ , �: - - - ��� N ii1Nl� � iilNll li II IIII MII IIII � � . _ ' IIL. I „rl ,�:. t ` - 111Lr.>I'i■ �� j s < �� � •" SI I � i 9� it I� �iii �' �. �� r. ,, � � NRII II IIII — .: ■ 1 I I■I � �� "�� :4,1'r►1!' 1,� I ti� �'"�'RI I,�" II ,, .�1 ��II � I■■� �■11 II IIII ■IIII � . , � �NIIIIJIIIIJ � III I� III IIII 1 � II� IlNwll I I�NI I '., w MINI �IIw111* II�III�N�� IIII III�IIII�II '. • I I� III II ' I III IUII ■ IN�="� "- � III II� �I III �I N I� I I IIII IIII III II� I�I I IIIIN I � I I �I III I �1 M NII III�IIIIMI NI�I�II III II II II 11�III IIIIII �� I I INIw IIwI� I MIwII� �IIIw11A1 I�� ■ well ' ■ I I IIII I IIII 'w � 10+00 IVtau I I-rvu 1 1 taV ILtvv 7Ltou 1 Jtuu 2 STORM SEWER PROFILE: A5-Al3 C15 HORIZ: 1"=30' VERT: 1'=10' 13+0u 14+UU 14+5U 15+00 15+50 I IIII 1I 1111�� I ■ I II 11111 I I 1 I IIII I I! I I � IJ 10 II IIII�II IIII��I ��1 1 III 111 1 MINI If 11 I cam, II IUII I III I IIII ,� � �IIIII III II 111 I11 � �! IIII IIII IIU I I �"+� v � �, �� II Ii � II IN�1 N III III IMII•wl I�fl� � I II��III� I 11 III III * ` �I� I I Il� I IIII ,�,,•'_] • ;,, n •: IM I F '.1 � I IIII 11 •".1 ` IIII �; � �_1 � w - III 1 , r�• LI IUII IIII III n ��� AAA. R � , "! �.w ■���r� �. iri■■�---- - � (sr .,, � . � .' . � r lbw'. . • _ - I I11 UIIII I' I II I��III � �: i� IIII�I II�M M�IIII I IE�� II111�1�1�� II IIIIAIII IIIIIA I ........................ .......... 3 STORM SEWER PROFILE: A9-A9Z 10+00 C15 HORIZ: 1"=30' VERT: 1'=10' 385 380 375 370 365 360 355 350 385 380 375 370 365 360 355 goo0 STORM SEWER PROFILE: B1-B1A C15 j HORIZ: 1 "=30' VERT: 1'=10' 10+50 370 365 360 355 350 345 340 11+00 11+50 12+00 12+50 13+uu 13+5u r_4__�STORM SEWER PROFILE: B1-B7 C15 HORIZ: 1"=30' VERT: 1'=10' I11 I IIII 11 IIII �NIIIII IIII����I� Ifllf�lllwll III��' ��w � N��M� III IIII I I " � III I� IIIIIIII�I�jf���� I� � 1!'I II N 111 � II ■111 I IIII I IIII 111� I IIIII�I IN I 1111 I INwIINi ' 1 I I II N II I I� 11 N IIII I Nw I IIIMN I j .. i ,; I w l I � IIII IIII I .y r r M1 o M� � � -1RJI .. •• W � •a , ! , • RfN �7 i r W .,. .. � � _I � �� rL • � 11?'1k'�3 4LA�-I •, I IU ICI I I NI I I ,� r,�IINM �NIL�IfI �N. _.,. _ •• � IP'�IIN II IIIII�Ifllll I _ .. �.:... _ II I I IIU I II I II II �II,IIIII I II _ •. N I f I � . 10+50 11 +00 11 +50 l Y+UU I z+3U I J+uU 7 STORM SEWER PROFILE: Cl -C4 C15 HORIZ: 1"=30' VERT: 1'=10' 405 400 395 390 385 380 370 365 360 355 350 345 340 -- � 111 I I I 1 rrM IIN II MITI II �I I�IRIII� I 1111 II I I J • — . I�I 1 �IIINI� 1 I� ., ` �I I I MII 111�11�I� �11 I II II 1�1 405 400 395 390 385 i n 14+UU 14+50 400 395 I 390 385 380 375 370 365 360 355 50 15+ 385 Al A2 A4 380 375 370 365 360 355 350 345 340 335 330 16+00 16+7U ,. M"rii . .., - w�111N+h]31; :T +�NI! _ ►"phi[} � -_.- � J.. ;,., ,. r,.L.,.AIIWw� �.. NIA ,•..i. � i . III I III - • 'ii III I�11111 N;.'I �11 I N IIII 1 IIiIQT1111'Wit"N c :# IlriIm'!q I!rwr�ri►�r�i►�iri11►'�r�rr�i�'ii► , I min 4 �� • II II 1(T+00 10+50 11+00 11 +50 STORM SEWER PROFILE: Al-A4 C15 HORIZ: 1"=30' VERT: 385 380 375 370 NIE 365 360 & SIDES IN FILTER 2 DETAIL 355 350 345 340 335 330 405 400 i 395 390 385 380 375 370 365 360 355 350 17+M45 o Q JUST M. SHIMP �, L . N . 4,1183 SS -to V, SHAPE TO aEVA71 o;,,Q OF A III ! A • �. ✓/ I � • 30" DUAETER � � � SHAPE TO ( 3t COFFAPE I F _� ' ♦ ; T T F I 1 1-1-1-TTT7 I : VTT TTT�..�. it x - ;. _ •' PLAN VARIES PLAN y�� bSluiHiCRNE95 4 ""i ..--. SLOPE TD DRAIN TO INVERT DF ouT[ET PIPE SECTION A -A r. •:•: _ TRANSITION BETWEEN TRA aAON BET WHEN PIPE Ol METHOD OF TREATMENT IN DROP INLETS +' ++���+1_ .. -+r : ' iA"•♦� :• : 7 NNT SRES OF PIPES ARE ENCOUNTERED. CLASS A3 CONCRETE CLASS A3 CONCRETE ; SECTION A -A SECTION B-8 \ NOTES NOTES. SHAPING OF MANHOLE AVD INLET INVERTS IN ACCORDANCE WITH THIS pRAWNG R TO APPLY 7d THOSE STRUCTURES SPECFED ON PWNJS OR WHERE INVERT OF PIPE R ABOVE INVERT OF � ` , SLOPE TO ORAN INVEppT OF L THE STANDARD SAFETY SLAB 15L-t)IS 70 BE USED ONLY WHEN SPExFED N THE PLANS ON THE DRAINAGESUMMARI' SHEET AND/OR 7ME ORNNACE DESCRPTKN.FOR MANHOLES JUNCTION BD7R5 MID DROP INLETS Wf1N HEIGHTS GREATER THAN T2 FEET THE S'AC11 OF STRUCTURE. b0 UTLET WPE ADJACENT SAFELY SLABS SHALL BE V TO TP WITH NO SAFETY SLAB LCICA7ED WITHIN 8 FEET TIN TOP OR BOTTOM OF THE STRUCTURE SAFETY SLABS 9HAIt NOT BE LOCATED 80.8W IKE T F �pOF BE T ABOLE ST OAMEp ANCWNG, M(Y NI.ET PPE OF d0"DIAFETER OR GREATER. THE COST OF THE SL-i IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS SHAPING. AS DETiYLED ryR��E IS TO CONSIST OF A2. MIX CLASS FARTHER tlETAD.3 EMENT CONCRETE CONFORNINO Ttl R'3 OR3. CEPT THAT 28x OF COARSE AXiREOATE MAY BEOTHER NowDR+O+,AyP1��ryN{ DIAMETER AND CONSST OF STONE BROKEN BRICIK(,, OR BROKEN CONCRETE BLIXAf. THE SURFACE4. ACCESSOPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THEF6P WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 0 5 SAM 0 B" C-C TYP. EFT tlOTH BY ANS OF HAND TROWELLING. NONE AGGREGATE SMALL REMAIN EXPOSED. SAFETY SLAB MAYSE CAMS -0- CE OR PRECAST, CAST-M•PLARECONCRETE TOBE GLASS AS clo PSI.PRECAST CON�tETE IS TO GE M i4000PSL REINFORCINGRSE . .. • STEEL TO BE IN ACCORDANCE WITH AA4HT0 M31. ;�'ll�;. .. .. ;��. �!•. . DETAILS OF MYERT SHM'ING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR bROP INLET IS TO BE SHAPED "' "" — �" • 3• ACCESS OPENNGS MAY BE 30" DIAMETER OR 30" �Sgq111ARE, WI£N STRUCi'URE WDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR {STRUCTURE WDTH BY MDIVDUALLY TO BEST FTi THE PARTICULARINLET AND OUTLET CONFIGYIRATKWt AND FLOW LINES. - . SECTION B-S 30" LONG). PLAN TYPICAL PRECAST UNIT METHOD OF TREATMENT IN MANHOLES V°OT STANDARD METHOD OF SHAPING E E TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, sp SKIN ROAD AND BRIDGE sVAION MANHOLE & INLET INVERTS AM Mn eRlor STMaOARDS MANHOLES AND JUNCTION BOXES SHEET i OF 1 DATE: REVISION DATE �302 SHEET T OF 7 DA REVISION DATE 302 438.08 VIRGMIIA DEPARTMENT OF TRANSPORTATION IOSA4 VRGINIA DEPARTMENT OF TRANSPORTATION 10+00 10+50 11+00 11+50 �IIccL Do r8_� STORM SEWER PROFILE: D1-D2 File o15 OF 12. aim ACCESS RISER W_ LADDER EX. GRADE- I , , I 2' MIN, �) OVERLAP � (rn'•) �1, }--3. US 160 Nw FILTER FABRIC (SIDES) , , 2' MIN. OVERLAP 16 GAGE ALUMINIZED STEE WIRE TRASH SCREEN. WEt TO INSIDE OF CMP PIPE 4• 3 TRASH SCREEN DETAIL C16 SCALE: 1"=5' PLACED ON TRENCH BOTTOM SOIL SUBGRADE PER- J (__1�UNDERGROUND DETENTION SECTION SCALE: 1 "=5' WELD LADDER ONTO BOTH SIDES INSTALL TRASH RACK ON BOTH ORIFICES 12' WEIR 3'x8" ORIFICE 7 r 0 ORIFICE J NOTE: WEIR PLATE SHALL BE 14 GAGE PREMANUFACTURED ALUMINIZED STEEL REINFORCED 8c WELDED TO CMP DETENTION PIPE DETENTION WEIR PLATE DETAIL SCALE: 1 "=5' CAP 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: 3.01) 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. O-RING GASKETS SHALL BE USED FOR RISER CONNECTIONS. FLAT CASKETS SHALL BE USED FOR CMP DETENTION PIPE CONNECTIONS. PROP. GRADE PLACED ON IRENCH HOIJUM 30' CMP ACCESS RISER UPTURNED 8' CMP W. CAP ELEV=377.5 (HIGH END) ACCESS RISER W. LADDER 375 370 365 -�I 2' MIN. 360 ' OVERLAP ' (TYP.) US 160 NW FILTER FABRIC I (SIDES) 355 1 I 2' MIN. OVERLAP MH-1 FRAME & COVER 4" MIN.-i 4" PREMANUFACTURED RISER STUB 00 i' + I I f � I I ti 350 0 0 0 00 0 N W 375 z It z w LL co 0 - _. 2 °- 370 a W w (SEE DETAIL)_ ,---� 365 � � TOP PIPE TOP STONE FILTER FABRIC - - _ d rn ` W N t< D } __..' 360 � � T' � to � GASKIET AT CMP ~' z IA LF CORRUGATED P RFORATED -.-,--.-----.-.-.---�. - - -- Q T101V S: 0- L - ALUMINIZED CMP (TYP.) PER WNUFTR. SPEC MIN. 23 625 CF TOTAL - _ PROVIDE o _.. _ __..... �.._.. PIPE STORAGE .,__.. `--. w ff 355 [� 4 TFF I L- - 1 - -- TFF ^a --- - _ V N O 350 10+00 10+50 11+00 (2)UNDERGROUND DETENTION TYP. PROFILE 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. CON11NUE LADDER DOWN TO 6 CMP DETENTION INVERT 30' CMP RISER r- 8' CMP DETENTION 6 ACCESS RISER DETAIL C16 SCALE: 1 "=5' SCALE: VERT: 1 "=5' HORIZ: 1 "=10' o- 0 a°ap � o4aoq°,$o Ivi:a,u e t r it° BM1' TRASH RACk r9-VNIDERGROUND DETENTION PLAN ' 'P-1i W°,W kilV�lyt��l, 1ljct4 09-V LAZED :STEEL STEP ST-, GM DD.. REN'pRCN6 RDtl ENCASED N O YAK APPRDwRY[ 'PTPlEER; IEI! tOME"M MAY wr WIT" MMiDPIG[RRER S (� . M 4J �� New Trash Rack -4 RtTNPGnaHo NaD ill Holes TYPICAL SECTION 30% Opening Area x C)�1 C'l00CJ 0 0 ) 0 pp 00�' 0ILL J 0 0!i ATER �u cSS D71f7M1$E�.IAiD 4N THE PLARS C 0 MALL PROTRUDE 4W1 FROM RME FACE nP `� `� V �., �, f 1h„ YAkU6M STEP SPACND.: TO BE�B" C-C. �� +pFRWATTNE FII . DF �JP�R�T. PDINMi WXFM EMIENO� ,`.. ` \ ) I� / ` , Y R. POR�'fIEENFRE OEPTNDFY STM,C[WE. {HFGItl1ALY SPM.FD �-' r_ 0 O 0 GMiR9tlK4 MAS V�RITH YAWEACTDPoDl'S. 9CRD N PNEC [ WTS STEPS iAl[Y BEG�T N PLACE NdtTAREL NTO PRDYIDED' 6Y if£ EJ91flCM0R. N DIbYEN. ' ' Ri fYliKli CP b' EM@EDMENT. EPS pFfEPo N. DR [tEY�MEE'f AND 12" 7yEgTTTp�P pF y�E pRgp 5�N SGERrALES AND fm 7/1E� OF�:S[O YIL PRGM NFERTFGR THE USE Front Section g6w Gmm -. RIWIPOT(SPH3�MI'{Yµ9�. - /CAR $T YPi+Y.LGYSEDDSSr�T�ASp.P/BIiICATkb�IN AGcORDTNI'g1F}6'EE�fYT�IH tiY��NTED8�SCCNt MC: kEDEEtAnS - *•. 'ak I' m SPEGIFICATIDH TC'G-DD4YlA 4 I 0 0 ALUMIWM STEP D G p [- �� V {�% �.l? i>o r { O 0 ��l J REEFAEHCE STANDARD STEP Y6QCRk DEY'ARTFENY Oi 7R#�MPDRTA'R01! NYMT Potmm DATE SfEET I GF I 7DA9S a 0 0 c� 8 MIN. LADDER STEP DIMENSION 000 00 ` C16 NTS r;�F•v�Iil:�R 12,F 6„ I'I t�rlr, \51LE71't''� Ti"&•A= ° Bottom Orifice- Side Section Top Orifice- Side Section " I 7 ORIFICE TRASH RACK DETAILT� C16 SCALE: 1 =5 r__`WMP SLIP JOINT DETAIL M. Sbr S�HIMP L 2�443� =SxONAL N I-• E w rn c O (J � F� t c O °' E to On C C o hy+ r +,E oo vU 3 c D,, "vy U¢ C 0 d ~F_ O a M0*) rnrn rn O QCj QQ NN C4N N CM N N d Ef7 Cp 0 0C� lc> Q 0 Z LL � U g�� �o} W � � Z �� � 0 �yU W O W � � J W Q N W Z m IL Q Date 12 07 2018 Scale 1 "= 20' Sheet No. C16 OF19 File No. 12.025 �r��'Y4 C METER SIZE DIMENSION A DIMENSION B DIMENSION C 11/2• 1 3'13' 2' 1 3'1' 510' 3'8' 4• 5' MIN, 12' MIN ' GREATER PROPOSALS WILL DE SUBMITTED. THAN 4' :' DOOR HINGES I I I I I I I I I I I { I LIFT HANDLE L---------------- TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED OLE FOR TOUCH READ NITS, TOP VIEW 3" DIAMETER FLAT UNDERNEATUIIRFACE 24, X 36' ALUMINUM ACCESS HATCH VARIES V.gLVIT BOX TO METER BOX (SEE FIG. W` l a COPPER VARIES 4 ATE MAIN M.J. FITTING 4- pip q PLUG THREADED FOR 2" OOMPRESSI.ON FITTING REWIRMN,Q) 4Q1NT FITt'ING$ NOTES. • CATE VAA VE WILL 8E V U3NLEZ GTHERVJISE SPECIFIED BY THE AICSA. • sERvICEumTLiCOPfNEC"TATEJIA1NhNIiTEE •- REF'ERYO -*3 PO!klAi #1STBE(ICK DEXd1L4" TEE. • REFf1d TQ HS; W�a FITA TfkdRLgiT -E?CK ®E 1L5AIf ! tiEPTtI QF { ]VER [iM fsATE VALVE. NO CONCRETE SHOW HIE PAIRED ON ANY PART OF THE: RESTRAINED JOINT USE. PLASTIC SHEE'LINGAS PAQUOV1I FOR -BM75_ RISE 2500 P",S.L CO)WRIFi LARGE METED SERVICE LINE NTS, FIG. W76C To-12 ,' f.0k"ID9MN ".4/4' MALE PIPE SxNJVLipG QR APPROVIP EquAl sir covaFh POK "SIE i A,TTACN® SINGLK FAWILYTEE .`-'".�'' �tl�iltrl;Dta� � IWAI- R,F:iiC?ENiIAL ,✓' NQ smEAm tlT11Ni:5 QUAIL 5ERVICE 1' sTrNwae�ws :, �14' M�{k�E cPUPUNc �r o�>rPaawta Esw,<L zrt LT it FI�� l�S� ON T�TACH6{9 ON" FAMILY Mrem m P"11CIr i 'E AR IW:i '~TINGLE SERyjGF ktsiE: 1) IWOLE.S BM.AIL. HE W.SE, 0.4 PIN^„ RIK GASr IRON M :FINISHEDGRADE Jr,' MIN. , OWP ,re ceps . un.; $ipp SANG BR Ouv vwDER _� ,� - Y�xsr �.� „ .N iK,iteimR PF'G 62' $nx Atlp IE170 {7-.ItKT'I 7 1RkWN rrlc"ml a, ;' .'sC'.,?;..»q�; •s ".tti,'�r;. G a7tY« no: �5N AC #W...s TYPICAL SERVICE LATERAL INSTALLATION (5/8 1" METERS) NTS FIG. 'W-SA (?LACE S.' GAL4114I,7,ED WIYNE�S "'P65T 'WITH FINISHED GRADE e 4PPE.D E}+ D 97ED LTI U 1N k Ei C1Ti AREAS ? 4a ITTE TEp E4ARR L47QAT1€}Y"} r' . A. OE St. JEGT - , -, ,- HI1;H+'lAY'', PROVAL. • NOTE: HYDRANT MUST BE ANIvto %GIzADE, . AIR RELEASE VALVE " ' EQUIPPED WITH CHARLOIITES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 ^ - I' BRONZE GATE LENGTH OF BRANCH VARIES BRASS OR BRONZE PIPE VALVE s' MIN z-. TO 1I AtjUTASLE TRAFFTQ RATED ?E 'I1X Lit), DRAIN TO GRADE 7 CU. FT. 18"-22" ALVE BO1 -YAL IF POSSIBLE - -� #68 STONE I' l 42" IN •' ;� 6" GATfE BRICK SUPPORTS OR • •y.� VALVE F-a" A SOLID CEMENT BLOCKS e, • �r; TEE 6" CRUSHED STONE ' --� 2500 P.S. L CONCRETE `. ;:' •.' .•.!'. + _ _ TYPE "K" SOFT COPPER BASE AND THRUST .' : '+'>'i. •.�., BLOCK AGAINST UNDISTURBED STABLE - M.J. CATS VALVE SOIL STEEL PILE - CORPORATION STOP RESTRAINED JOINT FITTINGS . WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A ALL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. f1dE WATER, NE a i 1 NOTES: NOTE 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE CONCRETE. 250it F'S'L � � 2 2' 6EAR1NG,kiRFA.' 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 2 E Ui SHALL BE USED. ( INCLUDING DITCHES) ¢3 2) FOR WAT�RUNES SMALLER TH)jN 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. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. 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 THE MANHOLE CONE. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE . IN REMOTE Af,?El'$, VAL?YF SOW-$ *akA'L- EXIINO $ITS ('%t) N'tm 'AE3CIWE'.CTRADE. AIR RELEASE VALVE (ARV) TYPICAL FIRE HYDRANT ASSEMBLY' DETAIL TY ICAL SATE VALVE NTS N.T.S. FIG. W-9 NT5 FIG. W-4 TD-20 TD-8 TID I 14 1 /2" [COVER LIFT NOTCH GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL d ' • '; • d 12 1 /2" 12 3/8" 24 IN 624" IN 8" INITIAL BACKFILL 44" MIN. MIN MIN. MIN. MIN. 6" BEDDING #68 STONE .4 I+r--- 17.5' •-I 6• MIN- s" MIN. *STABLE SOIL ROCK (225" FOR COMPOUND METER) ° CAST IRON LID * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 18" METER BOX STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ''' ' 'd a° • ' THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. 3G" FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 11ti o i. 44 4 (22.5" FOR COMPOUND METER) 18 17.5"--1r1 INITIAL BACKFILL 4' I 4 MI 6" EXTENSION UNSTABLE 37" MIN. ,r S01L` MI , MIN. MIN MIN #68 STONE (/ GRANULAR FILL AS _ APPROVED BY ACSA .• PIPE SLOT /� ST 10 MIN. WNGNUT LOCKING ASSEMBLY (2 PLACES) C� IL lt� STABLE SOIL' K y OR ROC NOTE BYPASS 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED NOTES: NOTES: ABOVE THE INITIAL BACKFILL. (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". IN THE TRENCH. MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE B". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, WATER PROOFING COMPOUND. TYPICAL METER BOXES (5/8"-1" METERS) DUCTILE IRON WATER TYPICAL METER VAULT (2" METER) PIPE INSTALLATION & BEDDING NTS . NTS W-7 FIG NTS FIG. W-2 FIG. W-7C TD-13 TD-2 TO-16 ASTM A36 AND HEX NUT m ax L ASTM A588 {TYP} 1 UNDISTURBED EARTH UNDISTURBED r SOIL (TYP)- 2 - 3/4" DIA ALL-THREAD ROD c 45• r44� : max WATER MAIN d _ I a PLUG / U = o J VALVE 2 I 24" MIN UNDISTURBED EARTH PLAN FOR ALL BENDS FOR TEE OR WYE FITTINGS "= CLASS A-3 CONCRETE WIDEN 'TRENCH TO ACCOMMODATE 4' MIN "o " EGA -LUG - - - - - ANCHOR IF REQUIRED. , :+ m �• M BEDDING AS " 1, REQUIRED MN 8" ELEVATION 1415 PLUG UNDISTURBED IF MIN T T 24' TRENCH 24" MIN WIDTH " MIN -1 SECTION 1-1 SECTION 2-2 i z I SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT RAFTER 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 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L T 90 2.50 2.50 3.01 0.24 4., & s• 45 22 1 /2 2.00 1.50 2.25 2OD 2.60 2.52 0.15 010 . 2.00 r225 2.50 0.15 11 1 /4 1.50 2.0.0 2.50 0.10 90 3.66 3.16 3.21 0,48 81, 45 22 1/2 2.66 1.66 2.66 2,16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 45 3.33 3.58 2.95 0.43 3.83 4_00 2.83 0.52 22 1 /2 2.33 2.55 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. CROSS ANCHOR RESTRAINTS FOR VALVIES 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. NTS CONCRETE THRUST BLOCKS Fig. W-3c NTS FIG. W-3 TD-6 TD-3 ROADWAY I --I ' = PAVEMENT rI COATED STEEL BAND OR STAINLESS T_ 0.25' MIN, THICKNESS STEEL CASING INSULATORS 42' MIN, STEEL CASING fll Ir 42' MIN. c Ia 12" CONCRETE FILL ..�--�-• BOTH ENDS 2'-D"1 7' OR 8' 7' OR 8' Z'-0" 2'-0' UCTILE IRON PIPE 18' OR 20' JOINT OF D,I_, _ ESTRAINED 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 U'INDER ROADWAYS N.T.S FIG. W-10 o 0 • h 0 W NW / III It Z W ! W a- W 0- Z D r� N � N Q 7 1 !n W I_: J Z W [�:7 p I+d,� Ld J fr d N O � I 1 U J SHIMP L' Np A.5183 6v �O SSI©NAIL �� C N rn 0 U �+ so-- E a v to 0 0 i` trii G C -A- L) C o C C O i c m 0 {� j ¢ � O cJ S Q F- O W� CnCn mm NN m p3N� C*4 N o N -3- CO CV O sf• C�) LO O CAD CJ © RME ©I •• Date 12/07/2018 Scale 1 "= 30' Sheet No. C17 OF19 File No. 12.025 370 365 360 355 350 345 340 CO Z.._.. T _ 1 t X/ , t 1 J j J t I � ; I I , � 420 415 410 405 400 395 390 i U.S. RTE 250 R16HMOND ROAD, VARIABLES IMDTH ROW.; AADT-40,000 t� SPEED LIMIT: 45 MPH (D.B.1416-492.D.B.1135-622,D.B.341-591, D.B.229-567.t WY.P.B.XII-121. HWY.P.B.XI-120 THRU) 124,& HWY.P.B.11-14) t 1 ROUTE 250 SIGHT DISTANCE LEFT C g SCALE: 1 "=50' 1 50 0 50 100 150 Scale: 1 "=50' II N1: I IIIII I ■I I 1 I I IIII � I III II III II IIII I `, � II � � I� I IIII I IIII I �1� I I IM - • � �A I �I I ��I I II�A I . I I III 1 II � 1� AI II 1 � • I ��� , �� ���.�'�Y I� IIIII I I � INIII IIIIIIIII�I��IMI Il 11 I I. 111 lrrl III ... I I IIII Ill IIII 1Alllll I A I A I III �, � IIA III II I I AI I.. 9 AIL.III. .. IIIII I I1 I IA I11 1 ,v rw I Itvv I [tau IZ+UU IZ+bU 13+UU 13+3U 14+UU 2 RTE 250 SDL PROFILE CS HORiZ: 1"=50' VERT: 1'=10' 14+50 15+00 15+50 420 415 410 405 400 395 390 16+O5 "3„ ��.\ �, J ,:4i,�u•.,:� .,tz;.: .i� / r .t yj•;3%<�'::^.;'r. r / 't \ \ \ ` .O '^*,:, �..,y ` \ .., \ ` , � \ .: \\� ti� � = a: • �r f k / c /�/�1� I � �� 5 \ / / Ole' � \ \ \ ` ` / •�„'"`'°,w.._ `•.,. ^". ""." "^ . _ �. , .`. — _ — — ' u �' .Y \ \ l 'w.,,..__ ^^wow _ "'"�'°Y•"�-. a � •� � n"+-..._. -� 4 w to i 4. SPEED�.b.. MPH -- `" _a. ,�� •J / ,�' 0 50 100 150 3 ROUTE 20 SIGHT DISTANCE C8 SCALE: 1 "=50' Scale: 1 "=50' a�IIII IIII I�AII IIII I��I IIIII III NO •;R � ,.,."�iwvll11�1��1� I``I�� IIII��IIIAI' I I �I ■1 I Illlll�lll 1 Illlil AII�III I I I � � III � t .m.. II � II III III I��I� I ��I V I. I I IIII I IA II 11111%11111%I• IIII I II I I MIA �■ I II III. � - , � ., • "ii Ir ��1 �I ■ 11 �I�IIII �i■� � - �!:r:allAll IIIII I IA III IIII A AAI' 111 IIIA AI�I IIIAIII rl 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+ + 44��l ) �e)-' v J M. SHIMP c.r4,5183�w� S-toNAL RTE 20 SIGHT DISTANCE PROFILE HORIZ: 1 "=50' VERT: 1'=10' Work B1geud the; Shoulder Operation MOT PLAN FOR PANTOPS CORNER Project Narrative Phase 1 shall include all work that can ae completed on the Pantops Corner site without encroohing on the shoulder. Phase 2 shall include all work on the Rntops Corner site that requires shutting down the shoulde. Phase 3 shall include all work on the i3ntops Corner site that requires shutting down a lane of iaffic. 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 plion 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 off traffic. The construction techniques ultimately used byy the Contractor are to be reviewed by the Engineer. TheD Contractor shall submit traffic control plans not exprressly 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 exptedite construction and lessen the effect of such constructiion upon the traveling public. Portions of roadways in the (different phases may be constructed provided they dog not interfere with existing traffic flow and/or do not cayuse 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 iin 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). Floggers 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 Designete submits planned lane closures for the upcoming week using the Lane Closure Form. This form is to be submitteed to the Traffic Operations Center and the Culpeper District Public Affairs office by Now 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 lone closure as previously scheduled. e. Project Manager or Designee to advise Regional Operations Maintenance Manager of proposed lone closure. Project Manager or Designee to have VA -Traffic operator enter data in VA -Traffic and to update the Traffic Operations Center daily duriing 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 moun ted nted 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. Flogging 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. Typkall Tlrlaf% Control Want B*wnd file Shool4er o , NOTES ,Czusta(++rrace L Ik luMutton dis6aalt:e beswcon she ,sWn and w rik whwk sAouU to 13004500' on Limited Access highways, on all other roadways, 500'400'r here the posted qwed limit igreaser than 0 mph, imd 350-500'' where the posted speed l roiled is 45 mph or tern. -` 2. KQAD WORK AHEAD (i20-1} sign MLky be r 'with other appmwiste signsh as the SHOULDER WORK 2.1- i The H L ER WORK sign me be md for work Am= the *hot lter 3. 11w ROAD WORK AHEAQ sipvwtlrb- sM is beh . s bawrimort thon 4 4, used - Standard: S. 4tehuele hazard Wria°mia►� siguall$ shall not be mired instead of the vehi 's 1 : itx s y Asti r rotating, Hustling, r aanilltlrting lights. Vchkile hazard warning signals tan be used to sapplealnrat bight -intensity saniber retatiog, flashingor oscillating lights. b. If the work spruce is in the owdialu of ea dialridtad highway, an natv'a rice winning sign su, 11 ab*F be pier tl tin atltiti le~li silt' of the dirgc#yglavt roadway - Typal Traffic Control Shoulder (Yosa m **h Romer Operadon (Figure 'TTC- 6-0 oavdivxe: 1. .Rgaa senuing should lie 1300'4 00' far Linauted Arcess highways. For all a*r raadwuys, slue sign &wcing should he RW'-806' where +hawed speed limit is grealer than 4J wpla, mod 350-,500' where rhe,powed speed Izmir is 45 mph or mess. Standard: 2. Oa divided highways haying a median wider than VI rigbt sad left sign iowniobitics shall be required. J. Crump 2 chanaeli2ing device spacing shall be at the following: LnGalton 8pned lamas an h Trauai 4. 'rhe minimum length for a shoulder taper shale be W.jaa Ling" Access highways, and % L for all other roadways (see Note 7 sf TTC-5 for values, of L). 5. Barrier transition slope ratio shall be as follows: at>aad[imN {stash) Btekpt► Spaad tlusit M t3lopo Rattan l3pareA EJang (mil t7:1 '. 4a t 1 sn 1a:1 11�1 4. 1 When the barrier transition slope is on at horizontal aligamcut, the total ofliset shall be prorated second the carve in lien of a straight-line slope. 6. t od treatment of a traaa+ier in sutler cif pia#eren te; IL Wherx guardrail exists, mach to harrier with appropriate t+vcau obie t attachment. b. Where cat slope rusts, bury barrier into cat slope and provide for drainage as needed, c. Eatmd end. of harder watil it is beyoud the established ¢karaone (see Flgurr 2 on. Page A- d in Appmdh A for clear mat -#,slots). d. When barrier end is insole the established clear zone, atteaaator scrvice "type I or Type 11 shall he used. [ intact LdzB Standa►apec+ai 3ksign4ctsaa for approved aktteaoetors 7. Barrier panels Il inches In width anal 12 lathes IS b0g8t Shall be placed pn tarp of the eonerete barrier and spaced W as centers along the parallel or tangent sections and 4W an centers along the transition or taper sections. Re(lertorized surface shall be Monaca ad oraage prisraat r ens sheeting, The light i t the bg0unitrg of the barrier rant sad at the larvakpoiet where the barrier becomes parallel to the readwsy shall be a Type B dashing light. Barrier deiaoeato" shall be installed along the trafirK side of the concrete harriers in-between sod at the satme spacing as the barrier panels approximately 24 inches eta from the roadway surface. a a n7 g. The barrier shown in this typical application is an exa plcv of tans methazd that stay be used to close a shrxalder pf a sp%a4 .testa pnUleF4. 9, The RiGHT SHOULUM CLOSED OW21 5aR1 sign array be chrninated from all roaduaaps exeunt Lirniled Access highways. Ciuidanee; 10_ cii leers + =,or see a pall%' -area beyorrtf the rtrared jhoul*r. informait aaa reVrd'ing the lekph of the shoulder closure shafl be provided 1n fart air miles, as apprrrpritate. 1!_ An svmergency pull -off wra should $e previ*ct per $raion 60.18 rant FenW rmy> Trq lc Control i�'Wwv h Rawbiaa I - 41111015 Typical Traffic Control t Ahtb de Lame Clasure Operation on a F"aa 44me Rvadw* (Figure 1 rC-14.1) Sam Standard: I. On divided highways leaving a median wider than 8'. right and left sign ash shall be required. 2. SIgn ,spmh g should be 1300'-1500'for Limited Access highways- For at oideir rod" do sign spaacmg shoo d ibe JW-i 00' nshw ffmpastadspadhnit 1s greater tan 45 opk t-`3J0 -J00' wice ills posted speed 1noutfs 45 mph or hss. 3. Care siwWd be exorcised wham sstahlistiirag dw limit's of t}w wwri zaw to imure arall,mm possible sight &stawa aim tame of dw trtarsadt M lamed an tlae psstsd speed (mail a gad ir.kwt equal to or greater &= the valmo as Table 3- p'orLim lMd lcee s highw: u a mb4mem of 1 000' is desired 4. .V1vagh10AyL atlaripra�, warisrs, ataad their mtratis shotold he rrastrictied trs ow sit,Iz +r�i3ae pmwxRM- Standard: 3. Taper Length ngth (L) and Clannefizing Deice Spacing, shall be: On roadways vvM paved shoulders havirv8 a vvxtee of 8 fleet or tone, channek6 ig devices slams Ile used to t;mss the afouldes at arhrowe of tite rraerfling ter to clued vehicular tuft to nenvin within itm traveled way. t5 An arrow board :hull be nod when a lase in closed. ithen suare than ace lane is rinsed, a separate arrow board sbafi be used for each (lased lane !(ace Figure ITC 14 7. The buffer space length shall be shown in Table 61 -3 can Page MS for the pastand speed limit. $. A shadow vehicle with either it Type fl or C a board operating in the caution made, or at least. one high intensitg* ,amber rohting �.....: i oscillstiag fight shall be parked sir-120' in aftaeeee of the lust worts. crinorM. When the ptaatetl speed limit is 45 mph or gtveater, a truck - mounted attenuator shall be used. 9. TVehiehe hazard warning Baia shall not be used instead of the -#uncle's higher amber rotatieq% Wishing, W oscillating fights but can be used to supplement the amber ra4ath% flashing; if w altating kh& 14. When a side road littersects the hi ay within the TTC tome, addikianA TT'C devices shall be placed as nee". i Revision 7 -Aaaw vEMENT NOTE 3 F-1w +Null( VEHICLE *vu F-1 2 SEE NOTE AND 3 ShoulderCiastare with ilarriirr Operation (Fgum TFC-5..1) c t I RAF FIG BARRIER 13aA RRIE't DELINEATOR SEE NOTE 7 TYPE B WARNING LIGHT BARPlER PANEL ,E NOTE 7 SARQIF-R DELINFA.TOR SEE NOTE 7 SEE NOTE 5 FOR GROUP 2 UP -VICE SPACING SEE NOTE 3 TYPO a NING LiGHT GUARDRAIL Outside Lame 0mure Operradon on a Fmw-Leine Roadway (Figure Trc-16.1) SHADOW VEHICLE REQUIRED - (TMA REQUIREMENT SEE NOTE 8) SEE NOTE 7 SEE NOTES - s3 SEE - NOTE 2 R4-V?L W Oy Y"-r J M. SHIMP C. 183 - Is,s10NAL a W21 SaR W16-VPi OPTIONAL {SEE NOTE 10) Wa^,1-SbR -z lvp Silo' + IL,LUNUNATED FLASHING (AMBER CAUTION MODE) TYPE B OR C 1