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SDP201100014 Letter of Revision Letter of Revision 1 2015-06-03
oY of at COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 June 3,2015 • Liz Russell PO Box 316 Charlottesville,VA 22902 Irussell@monticello.org RE: LOR#1 for SDP201100014,Tax Map/Parcel#07800-00-00-024A0 Dear Ms. Russell, This letter is to approve as a letter of revision changes to signage and road striping to restore two way traffic on the Sunders Bridge as shown on the attached site plan sheets.This is the first Letter of Revision for this site plan. Please note that a total of three Letters of Revision are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. If you have any questions please feel free to contact me. Sincerely, � � c ( Rachel Falkenstein Senior Planner (434)296-5832 Ext 3272 Attachments: Letter of Request Site Plan Changes r/l/ / / l/.l I V Install New Right IL ��(( 1/� / / v "' /// Intersection Warning Sign 1/ / /// 7 // - i ( con 1- m . .(to be installed by VDOT) DELINE A f _. l / ATORS ALONG O I o R S 20 egr 5/14/15 II,. s -1,________/___:%___ ___3 . • \ \ A �. . / . !. vil*. .-. • '. \\\ . • \ ,7-9. -s • . liP it pienikeAk\ili.W.6-3. ,,,,i4it,... . SIGN\Sv S\K< . . • �..� p0 > it rSei • .P.:fr‘c‘it, C1 >• "e ag ,,/ , iv . . , •. //I. ._ , ..,jj �1DD , s\ \ -;."4 '41 ligi /U V el)! p SIG`�„1 + ~:.\Arrow mroberge JOTES: /fr.. + I T. ATOR iii / j r• YK D � Move stop sign behind Crossing CURVES ���% ��Iar iir �• D••. kW \.Stop lines are solid white lines and should be 12 to 247G - 41) / / l:Plair"--.4":::.770NTAL. �_ '$EG,uvoNEnches wide. / +sop lines should not be placed less than 4 feet from the f� pedes P2OPASy`ing stripes . AO' („�iearest edge of the intersecting traveled way. �---7 noteB) / FfNJrL S l'jZI.Per MUTCD,"[if crosswalks are]used,the diagonal or YE L S ti `� Pu/t,Jongitudinal lines should be 12 to 24 inches wide and TRIP ! - eparated by gaps of 12 to 60 inches.The design of the per MUTCD / ` r �-`" � SDP*11000/K ines and gaps should avoid the wheel paths if possible, - i i Stop bar(see �,`--• 3 ap between the lines should not exceed 2.5 I ■1 note A) ~�— width of the diagonal or longitudinal lines." �"� - � �'► •� - Ade remove any diagonal striping ~ Ner MUTCD,"[crosswalk lines shall]consist of solid white �U / egr 5/14/15 add stl stions `` Z UPr2sEDfines that mark the crosswalk.They shall not be less than 6 ON 5 • STAwTO'v ADD STOPWnches or greater than 24 inches in width" VDOT OMP SLEIGHT / l;A/l3(it:r-r—r----AN' _'T 1 A�StG�,,lIN �MAFFIC � TS • ' r . ERevised 5/14/15 -, >,-----il ( ........_, . .... .kr,,,,,,. ,-- .:, ?r--- ,L, c---„, A ,,,.. pre:, ( , ,c :co Q I. t1:LAIIAIt. r.,CT Ain...4-11. ht. ,n>t.r li, l 0 1NS� AL, �- /. 11 ri 1R Lc NEA TORS ALONG NOTES: A. Stop lines are solid white lines and should be 12 to 24 inches wide. Stop lines should not be placed less than 4 feet from the nearest edge of the intersecting traveled way. B. Per MUTCD, "[if crosswalks are] used, the diagonal or longitudinal lines should be 12 to 24 inches wide and separated by gaps of 12 to 60 inches. The design of the lines and gaps should avoid the wheel paths if possible, and the gap between the lines should not exceed 2.5 times the width of the diagonal or longitudinal lines' Per MUTCD, "[crosswalk lines shall] consist of solid white lines that mark the crosswalk.They shall not be less than 6 inches or greater than 24 inches in width.' —LINEA ft CUF PA, ONE-WAY WOT SIGHT 'OMPLETED.' �Y TRAFFIC! !OYEMENTS,,, Ile Install New Right Intersection Warning Sign �U, v (to be installed by VDOT) egr 5/14/15 YF Lnw- STRIPE Per MUTCD a t ---- -� . f remove any diagonal striping egr 5/14/15 add stantions 60 W1 =5 & CI SIGN ' ppsa j �; j Q N } y ^ 3 a N f �Ma o , Z ce s , . 4 0 �EG1fN pwF " cm ��1ZEc Add pedestrian PTZDP&CX-I> S N `- crossing stripes CHAA)GC . N7f? f (see note B) = lN1it- .S MON TICELLO/ ONTALTO. --._ -ALA N S PPIIIJdV Stop bar (see note A) RC-, w AIDD R AN STOP BA t SIG lit Revised 5/14115 . eC .. r_ M NTICELLO ANN H. TAYLOR Executive Vice President March 31, 2015 Mark Graham Albemarle County Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Letter of Revision Request for Monticello Site Entrance Changes Dear Mr. Graham: The Thomas Jefferson Foundation is seeking a Letter of Revision to our Final Site Plan for Montalto (SDP201100014) in order to restore two-way traffic on the Saunders Bridge and in accordance with the attached plans by Gropen(pages 1-4 dated 2/10/15), and changes shown on Sheet 3 of SDP201100014, attached hereto and made a part hereof. This request restores the traffic circulation in accordance with the specific requirements of SDP 2011-00014 as provided in a note on the above-referenced site plan. The approved SDP201100014 stipulated a condition for sight distance improvements before the original two-way circulation pattern could be restored. This work has been completed and an Intersection Sight Distance Design Waiver(attached, VDOT letter dated 12/22/14) has been issued to the Foundation. We have engaged a firm to develop a signage and traffic striping plan to restore traffic patterns on this road. These plans have been reviewed by VDOT engineers and we have their preliminary approval. A formal permit to install the signs has been submitted. The Page 1 matter was also reviewed with Rachel Falkenstein, Margaret Maliszewski, and VDOT's Troy Austin with our representative, Michael Matthews, at a pre-app meeting on March 23. Thank you for reviewing this LOR request. Respectfully yours, d/1/(k 3141/ Ann H. Taylor Executive Vice President, Thomas Jefferson Foundation ENCLOSED: Application for Letter of Revision and payment 4 copies of the proposed signage plan from Gropen 4 copies of the proposed striping plan 4 copies of the proposed changes on Sheet 3 from final site plan SPD201100014 VDOT Request for Design Waiver for Intersection Sight Distance If -=4111 - Ic r THOMAS JEFFERSON FOUNDATION, INC. POST OFFICE Box 316• CHARLOTTESVILLE,VIRGINIA 22902• PHONE 434.984.9802• FAX 434.977.7757• ahtaylor@monticello.org Page 2 Application for Letter of Revision 4�,„n:,,,. ❑ Letter of Revision =$100 Final Site Plan Name and Number: J D P a V 1I 0 D O I !$'ra(.A11 QN Q e MOAT,tt 7D -MINOR Contact Person(Who should we calUwrite concerning this project?): L 1 . SSC-LL PRosi t l: PL..'NW*? LsrAIVT Address PCP. t.Jok 316 City CAttZtOVF�VI4-1-6 State VA /Zip 04,02 Daytime Phone(134 (JY" g571 Fax#( ) E-mail `ru e1(-Se rsi Tji 6. c Owner of Record Tt�I1t3 � �R• o..i POVND 7rn ONt I/VL G/D /4NN /,i y LDIL EXEGt -rwe VICE Address (SA A4 0 City State Zip Daytime Phone( jy) 9gY '7701 Fax#( ) E-mail 0.i lic J /Of`P rrlp�► >{I Ip, o c� Applicant(Who is the Contact person representing?): �SIt�G Own/E1Z> / Address City State Zip Daytime Phone( ) Fax#( ) E-mail SUBMITTAL REQUIREMENTS: ❑ The appropriate fee, Er The site plan number that the change applies to, 0 A request letter describing the proposed changes from the owner or authorized agent, 14 copies of the plan that shows the proposed changes, IJ Changes must be shown on the sheet or sheets from the approved final site plan,or on an 11"X17"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my knowledge belief. s/31/15 Si wner,Agent Date ANA/ N. TA Y -01L `f3 y- !pH- 9sta Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount$ Date Paid By who? Receipt# Ck# By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434) 972-4126 1/1/2013 Page 1 of 1 • rGROWN- 1144 East Market St 11 •j Charlottesville,VA 22902 � � (434)295-1924 www.gropen.com . ' / • • 1- ` •'. .r w .( t • . 6' `A .4' ,... *,./., , eic it 1 i ..• . 1.• Ir... . 441116, - 40:11t,), . „IN( "k .4 ,,,.. „a" ,.• . .,,.. . . , "ma fit. •]T� ► • r WRONG WAY .• ` • ` , , 'j ^ , :. '4 NO RIGHT �r r 10.y 1^ �\ HAND TURN ,w - ", .+ Illi CLIENT STREET SIGN »y_ . �' :tit"...'. sr,'• �,� �'� '' Monticello � _; ! IIoor e Geis RIGHT TURN ONLY110t, • ` *, . Ir. "• - " ,.."111111: g 4 DO NOT ENTE' y ' 4 PROJECT MERGE • MONTICELLO VISITOR CENTER %a, Traffice Pattern Change STOP,NO RIGHT TURN ' 1I 4. V -'e EXIT TO LEFT/ �' i ! , r ilitirirlik ONE WAY(ARROW LEFT) ,. �+' w� _ MATERIALS 4 , - .080 thick aluminum blank lt ' ' i r • .; , r$ High Visibility Prismatic Vinyl I •y �•. `' > 4 . 1/2"thick aluminum blank STOP t: • t I wax t. Acrylic Polyurethane Paint M •i )i P . • �,_ , ' -J; COLORS 8 0, e ir 11 ► a • r .-. :}: CreamStone ark ■ • ,, � .. Creamsicle e '' • ` _ Richbrown - %bilk " Ili_ 3` k ' we.. ...". ' • * . S FONTS - •- • . Blue Highway --.4.- — '+ 4 t •••:4-1 ..' .f 5 , Cronos Pro -Aye. sue r . PROJECT LEAD C.Byrd Schafer Existing Conditions MIL- DRAWN BY Scale: NTS Quan:(1) One-Sided C.Byrd Schafer ORIGINAL ISSUE PROOF HOURS 02/10/15 1 3 RE-ISSUE DATES PAGE NUMBER 1 of 4 Screen and print colors may differ from selected color specification. With the exception of previously copyrighted work furnished by client,the above rendering remains the exclusive property of Gropen,Inc. 25194 True-color samples available on request. This design may not be copied in whole or in part without the written consent of Gropen,Inc. •GROPEN 1144 East Market St Charlottesville,VA 22902 (434)295-1924 www.gropen.com • - 6 % „if , ,,. t 416 „.. ... 1,4,41.1.•,-;;Nit, , 1! li. . 4r 1- lli - iiie-lir4ilt . *.c r I. My. % r. . . • 7:t.f .44 .6 4i1p) N 'N 's, sr if -,,,, i fr Y it - ti • • + ' % • ` '�Se Moritic .a -;« , ' ♦ w '• r Pilo r �1i( ` % S 4 *ic. . : . .-4at — t •1. tf#Ne il e-\' •. . V.*# - . . . , Y fivii - ,...psai, . * -- - .7:4 • . a a ' i + :�, — DO NOT ENTER _ i •� o _. - ' a ` CLIENT i.K i' • j• KEEP EXISTING ij,� • ,1' `- �` Monticello , _• • r '� �, r • y • Steve Geis �. • . �. STREET SIGN �I • KEEP RIGHT O r° ? ` • • 4• 434.984.9845 OSTOP) - — BEGIN ONE WAY© + • -cc w -` sgeis@monticello.org •�~ lair- , DIRECTIONAL . . .‘• * r Ata V% . �' V y ' .. ► h • 4. 1 !L '• Jx ` it*ri—Ar _ , A ii PROJECT ' N,, a i nt .r Traffice Pattern Change 1.1w.-- ,iiiiiit 's MONTICELLO VISITOR CENTER , O STOP/DIRECTIONAL • I 4' • - ;. „fir Jr R'• `• • '• 15, ••k" a i -. MATERIALS ilit yea At-•- *• r• - . 1'•• • . °'' '} 080 thick aluminum blank • / ;7; �4. r S ' High Visibility Prismatic Vinyl 6 •••• 1 _ • iiiis - — / 1/2"thick aluminum blank - ,,p ; • • w- Acrylic Polyurethane Paint 10!.. . / •w� ;; - !• , • . .y.• �`� COLORS O KEEP KE • ^ �i 4 !-' •••• Stonebark ■ - t ` ' •' • Creamsicle RIGHTait, F t• . ', YIELD EXISII t ' r ./ ; -� Rich Brown � • + d O REPLACE STO �.. . . �_ '� + •" FONTS •e ` �r e. 1 .. • Blue Highway .; . ti' M Cronos Pro oi nillUt .+ r 1 f n • PROJECT LEAD C.Byrd Schafer Proposed Conditions DRAWN BY 2 Scale: NTS Quan:(1) One-Sided C.Byrd Schafer ORIGINAL ISSUE PROOF HOURS 02/10/15 1 3 RE-ISSUE DATES PAGE NUMBER 2 of 4 Screen and print colors may differ from selected color specification. With the exception of previously copyrighted work furnished by client,the above rendering remains the exclusive property of Gropes,Inc. (�5194 True-color samples available on request. This design may not be copied in whole or in part without the written consent of Gropen,Inc. 24" K 18" 36" * GitOPEN K N K N c KEEP 1144 East Market St / \ Charlottesville,,VA 22902 (434)295-1924 YIELD www.gropen.com 24" mi+ 21" 36" ST 0 P.080 ALUMINUM RIGHT POST ND BACK OF SIGN WITH HIGH 080 ALUMINUM PAINT D RICH BROWN INTENSITY WITH HIGH PRISMATIC INTENSITY * .080 ALUMINUM POST I SETS 1" FROM REFLECTIVE POST AND BACK OF SIGN POST AND BACK OF SIGN TOP 0 SIGN VINYL(GRADE 3 &4) PAINTED RICH BROWN PRISMATIC PAINTED RICH BROWN WITH HIGH �- REFLECTIVE EXIT 4 INTENSITY ATTACHED TO 3/8" VINYL(GRADE 3&4) PRISMATIC ALUMINUM TO FIT POST INSETS 1" FROM ATTACHED TO 3/8" POST INSETS 1" FROM +6 VISITOR REFLECTIVE RE-USE 1/2"THICK ALUM. 60" STYLE GUIDE TOP OF SIGN 60" TCP OF SIGN CENTER BACKGROUND PAINTED ALUMINUM TO FIT VINYL(GRADE 4) STONEBARK, DOPY STYLE GUIDE ATTACHED TO 3/8" CREAMSICLE ALUMINUM TO FIT CLIENT 60" STYLE GUIDE Monticello Steve Geis 434.984.9845 sgeis@monticello.org FRONT BACK FRONT BACK PROJECT w Traffice Pattern Change Yield Updated CO2 & Keep Right Scale: 1"= 20" Quan: (1) One-Sided \___,' Scale: 1" = 20" Quan:(2) One-Sided FRONT BACK MATERIALS .080 thick aluminum blank Stop Sign/Directional High Visibility Prismatic Vinyl Scale: 1" =20" Quan:(1) One Sided 1/2"thick aluminum blank 24" Acrylic Polyurethane Paint K )1 COLORS Stonebark ■ tVISITOR Creamsicle 18" CENTER E-MONTALTO 1" FROM Rich Brown ■ TOPPOST OFINSETS SIGN FONTS PAINTED RICH BROWN Blue Highway Cronos Pro RE-USE 1/2"THICK ALUM. AND POST BACKGROUND PAINTED PRJECT STONEBARK, COPY C.Byrd Schafer CREAMSICLE DRAWN BY 46" C.Byrd Schafer ORIGINAL ISSUE PROOF HOURS 02/10/15 1 3 RE-ISSUE DATES FRONT BACK 4 Directional PAGE NUMBER Scale: 1" =20" Quan:(1) One-Sided 3 of 4 Screen and print colors may differ from selected color specification. With the exception of previously copyrighted work furnished by client,the above rendering remains the exclusive property of Gropen,Inc. 25194 True-color samples available on request. This design may not be copied in whole or in part without the written consent of Groper,Inc. •GROPEN 24" 18" K „ K 1144 East Market St / BEGIN (434)295-19,4V 22902 (434)295-1924 www.gropen.com 24" STO p POST AND BACK OF SIGN 24" PAINTED RICH BROWN ONE 24rr POST INSETS 1" FROM WAY Q x .080 ALUMINUM TOP OF SIGN * BEGIN WITH HIGH .080 ALUMINUM 18" ONE EXIT 4 INTENSITY WITH HIGH WAY 4. VISITOR PRISMATIC INTENSITY REFLECTIVE PRISMATIC POST AND BACK OF SIGN CENTER VINYL(GRADE PAINTED RICH BROWN RE-USE 1/2" THICK ALUM. ATTACHED TO 3/8" REFLECTIVE AND POST RE-USE 1/2"THICK ALUM. VINYL(GRADE 3 &4) POST INSETS 1" FROM BACKGROUND PAINTED ALUMINUM TO FIT BACKGROUND PAINTED " ATTACHED TO 3/8" 60" STYLE GUIDE STONEBARK, COPY 60 ALUMINUM TO FIT TOP OF SIGN COPY CREAM CREAMSICLE STYLE GUIDE CREAMSICLCLE 46" CLIENT Monticello Steve Geis 434.984.9845 sgeis@monticello.org FRONT BACK FRONT BACK ALTERNATE PROJECT Traffice Pattern Change Stop Sign/Directional 16) Begin One Way 6 Begin One Way-Alternate Scale: 1"=20" Quan:(1) One-Sided �� Scale: 1"= 20" Quan:(1) One-Sided Scale: 1" =20" Quan:(1) One Sided MATERIALS .080 thick aluminum blank High Visibility Prismatic Vinyl 1/2"thick aluminum blank 24" Acrylic Polyurethane Paint K )1 COLORS Stonebark ■ DO Creamsicle 18" NOT Rich Brown • , ENTER FONTS RE-USE 1/2"THICK ALUM, Blue Highway AND POST Cronos Pro BACKGROUND PAINTED STONEBARK, COPY CREAMSICLE C.ByyCTrd Schafer 46" DRAWN BY C.Byrd Schafer ORIGINAL ISSUE PROOF HOURS 02/10/15 1 3 RE-ISSUE DATES Do Not Enter Scale: 1"= 20" Quan:(1) One-Sided PAGE NUMBER 4 of 4 Screen and print colors may differ from selected color specification. With the exception of previoysly copyrighted work furnished by client,the above rendering remains the exclusive property of Gropen,Inc. 25194 True-color samples available on request. This design may not be copied in whole or in part without the written consent of Gropen,Inc. Request for Design Waiver for Intersection Sight Distance Intersection of Route 53 (Thomas Jefferson Parkway) and Monticello Loop Road Albemarle County Background The Monticello Loop Road was constructed in 2001 by the Thomas Jefferson Foundation (TJF) to improve accessibility from Route 53 to the Monticello historic site. The Loop Road currently accommodates traffic entering Monticello from Route 53 with a one-way loop ramp and bridge over Route 53. Traffic exits Monticello via a one-way access road that connects to Route 53 approximately 1/2 mile to the east. Monticello Loop Road also provides access to the Robert H. Smith Center at Montalto via the Montalto Loop Road. In 2008, TJF requested a Special Use Permit from Albemarle County which would increase the amount of traffic entering and exiting Montalto. Due to the limited sight distance at the intersection of Monticello Loop Road and Route 53, a condition was placed on the Special Use Permit that required traffic exiting Montalto to turn left onto Monticello Loop Road and circulate through Monticello to reach Route 53. In 2013, VDOT completed a Highway Safety Improvement Program (HSIP) project on Route 53 for the horizontal curve east of the Monticello Loop Road intersection. The purpose of the project (UPC 96936) was to reduce the number of head-on collisions in the curve by widening the shoulder and laying back the slope. In order to construct the project, VDOT had to acquire additional right of way along the south side of Route 53 from property owned by TJF. TJF agreed to donate the right of way for the project to VDOT, and in exchange, VDOT agreed to consider a Design Waiver for substandard intersection sight distance that would allow Monticello Loop Road to be converted to a two-way facility from Montalto Loop Road to Route 53. (See attached letter from the VDOT Charlottesville Residency Administrator to the President of TJF). Route 53 Route 53 is a Rural Major Collector. It is also designated as a Virginia Scenic Byway and U.S. Bicycle Route 76. The current ADT is 9100 vehicles per day with less than 1 trucks. The posted speed limit on Route 53 is 45 mph. However, a recent speed study conducted by VDOT's Traffic Engineering Division concluded that the 85th percentile speed along Route 53 in the vicinity of this intersection is approximately 32 mph. 1 Description of the Design Waiver This Design Waiver is for intersection sight distance at the intersection of Monticello Loop Road and Route 53 in Albemarle County. The existing intersection sight distance at this location is less than the minimum value shown in Table 2-7 of Appendix F in the VDOT Road Design Manual for a 45 mph Design Speed: Sight Distance Left (SDL) Sight Distance Right (SDR) (for a vehicle making a right turn) (for a vehicle making a left turn) Minimum 500 ft. 500 ft. Provided 410 ft. 374 ft. The intersection sight distance west of the intersection (SDL) is limited by the existing stone arch bridge that carries Monticello Loop Road over Route 53. The intersection sight distance east of the intersection (SDR) is limited by the combination of the existing terrain along the south side of Route 53 and the horizontal and vertical alignment of Route 53. Although the VDOT curve widening project (UPC 96936) improved the intersection sight distance by laying back the cut slope, it is still less than 500 ft. AASHTO Design Criteria The existing intersection sight distance at this location is also less than the minimum values shown in Tables 9-6 and 9-8 of the 2011 AASHTO Green Book for a 45 mph Design Speed: Design Intersection Sight Design Intersection Sight Distance from Table 9-8 of Distance from Table 9-6 of 2011 AASHTO Green Book 2011 AASHTO Green Book (Case B2, Right Turn from Stop) (Case B1, Left Turn from Stop) Minimum 430 ft. 500 ft. Provided 410 ft. 374 ft. . _31\V 0 2 Justification For Waiver The available sight distance east and west of the intersection exceeds the minimum stopping sight distance required by Tables 2-5 and 2-6 of Appendix F in the VDOT Road Design Manual and Table 3-2 of the 2011 AASHTO Green Book (page 3-5) for a 45 mph Design Speed: Stopping Sight Distance Stopping Sight Distance Eastbound Approach Westbound Approach Minimum 400 ft. (1) 331 ft. (2) Provided 410 ft. 374 ft. (1) Adjusted for 6%downgrade (2) Adjusted for 6%upgrade The grade on the approach looking to the east has a 7.7% uphill grade that naturally reduces the speed on oncoming vehicles. This is the approach with the shortest intersection sight distance but it does meet the stopping sight distance criteria. The 410 ft. of sight distance that is available to the west of the intersection (SDL) provides sufficient time for the minor-road vehicle to accelerate from a stop and complete a right turn onto Route 53 without unduly interfering with thru traffic that is operating at speeds up to approximately 43 mph (i.e. 11 mph above the 85th percentile speed). SDL = 1.47 Vmajor tg where SDL = 410 ft. tg = 6.5 seconds Vmajor = 42.91 mph The 374 ft. of sight distance that is available to the east of the intersection (SDR) provides sufficient time for the minor-road vehicle to accelerate from a stop and complete a left turn onto Route 53 without unduly interfering with thru traffic that is operating at speeds up to approximately 34 mph (i.e. 2 mph above the 85th percentile speed). SDR = 1.47 Vmajor tg where SDR= 374 ft. tg = 7.5 seconds Vmajor= 33.92 mph 3 Reason the Criteria Cannot be Met Intersection sight distance cannot be provided to the west due to the location of the bridge that provides the entrance into Monticello. The intersection sight distance to the east of the entrance would require a large amount of grading of the embankment that would have impacts to the historical property of Monticello. The excavation would require removal of large mature trees and degrade the aesthetics of the historical area. The cost of the excavation is estimated to be $600,000 which would not be achievable. Mitigation The following mitigation as discussed in the AASHTO publication Mitigation Strategies for Design Exceptions have been considered: • Intersection Warning Sign (W2-2) — These signs would be appropriate mitigation at the approaches to the intersection. The placement will be required as part of the permit for the construction and in accordance with the MUTCD. • CROSS TRAFFIC DOES NOT STOP plaque (W4-4P)- This type of mitigation is not appropriate for this three way intersection since there is no history of crashes. • Larger STOP signs — 36 inch stop signs should be installed at the intersection of the minor road with Route 53. These signs will be a requirement of the permit. • Flashing beacon on STOP sign — This mitigation is not appropriate since there is no history of crashes at the intersection. ** • Rumble strips - This mitigation is not appropriate since there is no history of crashes at the intersection.** • Overhead flashing beacons - This mitigation is not appropriate since there is no history of crashes at the intersection.** • Actuated warning flashers- This mitigation is not appropriate since there is no history of crashes at the intersection.** • Street lighting —Street lighting would be discouraged by the Dark Skies Ordinance. **A crash history was reviewed for the period of 2006 to 2008. This was the three year history prior to the entrance being converted to an ingress only condition. The crash history for this period at a 250 foot radius around the intersection included one crash which was a run off the road crash. There is no indication of crashes caused by vehicles not stopping at the approach to Route 53 from the entrance. The entrance has horizontal curves on each approach that are marked with curve advisory signs with an advisory 20 mph speed on them and speeds are regulated by the geometry of the road in this area. The speed data collected supports the lowered speeds through the curves that are advisory and across the intersection. There is timber guardrail located 8 feet behind the curb on Route 53 at this intersection. The curbing terminates in a radius about 20 feet east of the intersection and the guardrail continues along the shoulder of the road varying from 7 to 9 feet of the edge of the travel way. The shoulder can be used as crash avoidance on the approach to the intersection at 7 to 9 foot offset if needed. The area where the guardrail is located behind the curb could be used as avoidance but would be considered less recoverable. The standard for a 45 mph posted road should place the guardrail 13 feet behind the curb, however, the measured speeds in this area 4 would support the guardrail located at the 8 foot offset as described in the VDOT Road Design Manual. Attachments • Letter to Monticello from VDOT • LD-448, Design Waiver Request • Horizontal Alignment • Vertical profile east of the entrance • Plan view of grading needed for 45 mph sight distance • E-mail from Traffic Engineering on mitigation • E-mail from Traffic Engineering on crash data • Photo showing view looking west • Photo showing view looking east before HSIP project • Photo showing view looking east after HSIP project • Photo showing westbound approach to entrance before HSIP project • Photo showing westbound approach to entrance after HSIP project • Aerial imagery of location 2002 before new Monticello entrance • Aerial imagery of location 2009 with two way traffic at new entrance • Aerial imagery of location 2013 with two way traffic at new entrance • Timber Guardrail specs • Photos showing condition of steel-backed timber guardrail c�Z • JOEL DAVID •• DENUNZIO • • d Lic.No.039610 ,•, /~TONAL N� Joel D DeNunzio 2014.12.23 15:54:06 -05'00' 5 if'il : s-' COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Culpeper,Virginia 22701-3819 Gregory A.Whirley Commissioner of Highways February 28,2013 Ms.Leslie Greene Bowman President Thomas Jefferson Foundation,Inc. Post Office Box 316 Charlottesville,Virginia 22902 Dear Ms. Bowman: Thank you for meeting with me on February 28,2013 to discuss the coordination of efforts for the VDOT safety project on Route 53 (0053-002-S31)and the Special Use Permit for Montalto. It is in the best interests of the Virginia Department of Transportation and the Thomas Jefferson Foundation to provide improved sight distance on Route 53 0.09 miles east of the entrance to Monticello for the safety of the curve on Route 53 and the sight distance at the entrance. In order to accomplish these interests,VDOT will initiate a speed study at the curve to determine the average running speeds of the traffic at the conclusion of the construction project and compile a traffic engineering investigation report for a sight distance exception in accordance with the Virginia Administrative Code,24VAC30-73-50. In exchange,it is my understanding that the Thomas Jefferson Foundation will donate the necessary right of way or easements for the Route 53 VDOT project, 0053-002-S31. As we discussed in the meeting, if the speed study shows the average running speeds to be greater than the design speed for the entrance to Monticello,additional work may need to be completed by Monticello to achieve the minimum sight distance in accordance with the conditions of the Montalto Special Use Permit. If you have any further questions or concerns,please contact me at 434-422-9779. Sincerely - 711 — oel DeNunzioy,P.E. Residency Administrator f% Charlottesville Residency Cc: Rick Rohm,Negotiation Specialist,VDOT VirginiaDOT.org WE KEEP VIRGINIA MOVING LD-448 Page 1 of 2 (2-20-14) DEPARTMENT OF TRANSPORTATION LOCATION AND DESIGN/STRUCTURE&BRIDGE DESIGN WAIVER REQUEST (See IIM-LD-227 for the definition of Design Waiver) To: Michael A.Jacobs,P.E. Date: 12-03-2014 District Location and Design Engineer From: Joel DeNunzio,Charlottesville Residency Administrator Project Designer(L&D or S&B) State Project Number: N/A Federal Project Number: N/A County/City: Albemarle District: Culpeper Funding Source: N/A Project Description From: Intersection of Route 53 at Monticello Loop Road UPC: N/A To: Functional Classification: Rural Major Collector Minimum VDOT GS Standard: GS-3 Min. VDOT Standard: 5001 Min. AASHTO Standard: 500' A Design Waiver is requested for the following: ❑ Ditch Width ❑ Clear Zone ❑ Minimum Radius ❑ Lane Tapers ❑ Total Shoulder Width Pedestrian Accessibility ❑ Buffer Strip Width ❑ Paved Shoulders Width ❑ Compliance(See IIM-LD-55) ❑ Superelevation ❑ Curb and Gutter ® Intersection Sight Distance ❑ Other Design Waiver request must address the following: • Established design criteria versus proposed and existing criteria(including traffic data, design speed and posted speed) • Reason the appropriate design criteria cannot be met • Justification for the proposed criteria • Any background information which documents, supports or justifies the request • Any mitigation that will be provided to further support or justify the request • Cost to meet standard versus project cost Attach all supporting documentation to this exhibit including crash history(past three years). Recommend for Approval by: Date: _ Drop-down Selection LD-448 Page 2 of 2 (2-20-14) Approved by: r 48 Date: 12-/Z2-12-0 District Location and Des n Engineer CC: Appropriate Assistant State Location and Design Engineer Project Manager State Geometric Engineer State Structure and Bridge Engineer Assistant State Traffic Engineer Traffic Control Devices Assistant District Structure and Bridge Engineer 0N0 wseaeFdF ^r IN**Mad* PROJECT YNIIGER4MYeatl rrSA]1A�155Y °` Pro 3 o Ammo Atm SURVEYED BY"�' � E-,�,� " " ,� a 3 PTOf.N0.0053-002-S3/FM50/ "- r' r °o "h FR�r ""' 9.w-n°, DES.9 9visfo BY $ b. E e L Dy 3` •y Q7SSm2430.1131 C 9B O BY YtYbe=LSNX1 VAIS , ab. 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F e� Control&E&SWALE 2'Cover �b g a Plan o w ao 7 I 1 o.wae'"...°wssrr ref-____mores ea Nnebn unite In cos Irtelln)•584.00 IrWfo ll.58390 as E' so°, T ,,E 0A' _awns caw/vrko unvn In rNn Waal Sections& 2(31-2(4) IS'd.ES-1 or 2 Endsectlol Redd. RIGHT OF WAY ACQUIRED UNDER ya egh Ave,FIQNns m m nms Ditch Detail 3 Tons Srd.EC-1 Class I Redd. eNw./situ,.,° e°R...na ,,,t„ Type A Installation Fe ��° PROJECT 0053-002-S31,RW201 Mainline Profile 4A ar57ma5.5o 0053LOR53/ 4 ,1S m00534302-532 .55,20,2 B%9350hn9B 9A764 FY MOW DOwl*AX.! PROJECT MANAGER BOaa AOtld'l5V1BP9755ISURVEY S TN pp ©®� � OESIGWED BY Maim 5 1j r -m Ill DESIGN SUPERVISED BY BOOBY. ACPE:15aB�„� ProJ.No.0053-002-S3I,M501 r t aos,oDe s3a,ar.B ces xD B Derr.evmn_-Isa ea._.>9 50 - �; u BBraixXUICE W53W2-532Y5W=..i...�w.Z...i...�w.,:.�.._..��:..w I Lie(Q'yBL Na BABAS1 DESIGN PEATUPES DELAYING TD[DNSTAUCTIPI rAONAL�` DR TD REDLIATIPI MID *0*5'Orr' — MAY BE SUBJECT TO CPMII AS DEEIED — NECESSARY BY LIE DEPARTMENT EN Ell — . vp — — ---•Z7 7.7. _ • .•...--.XZ--T,.�.. 660 — ——. .. - - -- - Eil —----_ __. i_ __ - — MI 660 __ = m 121 cc MI === =CSC ___� = 630 Wil -- '---- _ FE - —C LL— -— 605 Br _ 580 Mill. Mg EMI 570 — 560 1 __ MI 550 MR—IN m W— WI 5� MgW -- -- —a --_— -- _.C = _=.C ==_=C 530 100.00.00 101-00.00 102.00.00 103.00.00 104.00.00 105.0000 106.00.00 107.00.00 108.00.00 109.00.00 1000.00 111.00.00 112'00A0 a0ciaoasw W• AW2-5332 Mont Alto intersection S19nt Distance Waiver Additional Grodlng to klieve 45 mph Slgtl Distance ,\\ \i'Sb'''' A . / A Hotded Area Denotes Limits of Distrubonce o of II:.1 .t om '-'s, ,\,,, / 56oN III Virrie. .4 '' I% 111''Pi..10.;1/1" ,' „ ,,, :.,7,.„. ,07.___ ,.c. ,.,,, / •., ; ,;',4',./ IP ‘ \ N N „5 J--- y� '� e - = — < --� „ SDR•374 feet 4. \I� ___ ____rrz.,/uk ..,.._ ,_ 1 ,..„. .w,,.21,, ____ _ 4„, \\six %'' !A ' .\s' t\'i ii i 1/41i-.e.l.k., 'A'-'kvkIli :k-,lc4-‘i'.7ti)c.\t•\-i\-j-• 1 1i1w4i1''F1on.r.Wll"A 'g ,*,0„g -;,- '11 k F o •a8•L Ill- �# ".P-4l :-k �� c� -.-A-.r._-oI.e.W—.-z.-.p.A.-.4°..-:-.7o.4r ♦1 �� '" �� ����• ►♦04 °1 :001l:t't"�• \�- .� � SOR�50�0 fE:�t_t- -.$1#_-:$-$o.SC >>�a -n�i �� .� R���������a���i�� 1oditi;�•ozz.4. '‘'''\'' 4 DeNunzio, Joel D., P.E. (VDOT) From: Umberger, Nathan (VDOT) Sent: Friday, October 10, 2014 9:00 AM To: DeNunzio, Joel D., P.E. (VDOT) Subject: RE: Route 53 Montalto Joel, I think it looks good, the only thing I would potentially add is if the timber guardrail meets current design criteria (height, etc.),which I'm assuming it does, but might just be explicit in stating it's up to code if so. Let me know if there's anything else I can help with. Thanks, Nathan Nathan S. Umberger P.E. Area Traffic Engineer- NWRO Culpeper District From: DeNunzio, Joel D., P.E. (VDOT) Sent: Thursday, October 09, 2014 12:03 PM To: Umberger, Nathan (VDOT) Subject: FW: Route 53 Montalto Nathan, Can you review the mitigation section of the attached and let me know if you agree about my comments. I did have Michael Meyers review crash data from 2006 to 2008 when the intersection had two way traffic and there was once crash which was a run off the road. Thanks Joel Joel DeNunzio, P.E. Residency Administrator VDOT Charlottesville Residency 434-422-9373 ioel.denunzioC@vdot.viroinia.ciov From: DeNunzio, Joel D., P.E. (VDOT) Sent: Wednesday, September 24, 2014 3:47 PM To: Jacobs, Mike. (VDOT) Subject: Route 53 Montalto Mike, Take a look at the revisions I made. I was incorrect that there is not a 4 foot shoulder between the curb and the travel way. I put something at the end that discusses the measured speeds and the offset and the end of the curbing just east of the entrance. Thanks Joel 1 Joel DeNunzio, P.E. Residency Administrator VDOT Charlottesville Residency 434-422-9373 ioel.denunzioCa vdot.virainia.uov 2 DeNunzio, Joel D., P.E. (VDOT) From: Meyers, Michael W. (VDOT) Sent: Tuesday, May 27, 2014 3:37 PM To: DeNunzio,Joel D., P.E. (VDOT) Cc: Umberger, Nathan (VDOT) Subject: Route 53 by Monticiello Loop Joel, Per your request, I ran a crash history w/250' radius buffer search from 2006-2008. RNS returned only one crash in that time period on 11/1/2006. Document#63170969 The crash was a road departure (hit a tree), with injury. Let me know if you need anything else. Thanks, Michael Meyers, P.E. Traffic Engineering, NWRO 540-829-7644 1 • 4 '.:.'‘ .t.: •44'4 -10" ..-•. 41e1,1 - • ,,'; •k••:•'''', i'''..:'••• •••-•- .. 1 -X . meiiiimi.keiwisimilli.• ,... •••••-.._ --.- _ ..• -•••• \\,.4o ,,..-,..1:-:::7."._:,_.. .. .. S��' ��"G4 "� _ y, ` 3N,.Jr ,,y '4; lk,.• J1 I I iI 1 r h Y,. fe•47+ -'•i - r tt � Ir�- - ie. r f °T mil K C tt� ; .jam.. -. '1 +_�i. �.ti „Alf r i _ !r*sy ��f .1. 4, :t }, r}5. ' t' +''[,s,�. r <r, •�t^'Y � :�. ra•- �� .fY� f�,�' -' Y�t� �`j��'`r l�'ti?�': +_ •r 7G' ''{�' !!! .+ r �: rs ;. ,I 't.'j• 'A' `..6,,..`':. T . �, ;\ t 4' 4,y �i 1r; yv...c� r.t„ a r f �� J,R-7.4 .µ. !_„ 1• -"pc-"1., .`•.`.'71. I``A ;s4;Viii.k,i j;�r?.�i:.• -• lir.;• !". i''�: r �7.° ,�. � n. • 1. Tr' ��� 7� 'y �y }t�i �.,1,.. r� n �/Y .*IV� ���y.�' ;4.. � T�V T Jr-, 4 .v L►. tI._ • . 4'1,4,. 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