ROY COOPER GOVERNOR STATEOF NORTHCAROLINA DEPARTMENTOF TRANSPORTATION JAMESH. TROGDON, III SECRETAR Y May 29, 2018 Samantha L. Wullenwaber, MPA Planning Director Town of Clayton - PO Box 879 Clayton, NC 27528 DELIVERY VIA EMAIL COUNTY: Johnston SUBJECT: TIA Review of Proposed Steeplechase Subdivision at SR 1700 (Covered Bridge Road), SR 1709 (City Road) and SR 1708 (O Neil Street) in Clayton Dear Ms. Wullenwaber, Highway Division Four (Division) has reviewed the Traf?c Impact Analysis (TIA) for the subject development and offers the following comments. These comments are in addition to any requirements that are included in the attached Traf?c Impact Analysis Review Report performed by the Congestion Management Section of the Transportation Mobility and Safety Division of NCDOT. All requirements or recommendations included herein are based off current Department policies. This review should not be mistaken for approval of the driveway permit, design/construction plans, or?nal plat. A driveway permit must be obtained prior to construction. All design aspects of any submitted plans shall comply with current NCDOT Standard Specifications for Roads and Structures and Policy on Street and Driveway Access to North Carolina Highways. GENERAL COMMENTS 0 Lane Closures for required improvement construction will only be permitted under restricted hours due to heavy traf?c volumes in the vicinity of the proposed development. ' These restrictions will be determined during the driveway permitting application and approval RIGHT-OF-WAYDEDICATION& RESERVATION I A 25 right-of-way reservation shall be a requirement of the driveway permit and recorded via plat for the proposed subdivision for the property frontage along SR 1700. ROW dedications, typically 15 ft., for installation of right turn lanes to access driveways where identi?ed necessary herein shall be provided INT ERSE C IONS / SITE AC CESSES Mailing Addresx: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS DIV 4 DIST. 3 2671 US 70 WEST GOLDSBORO, NC 27530 Telephone. (919) 739-5300 Location: Fax: (919) 731-2017 2671 US 70 WEST Customer Service: 1-877-368-4968 GOLDSBORO, NC 26730 Website: www ncdot gov
SR 1700 and Site DrivewaL#1/Brookhill Drive Intersection 1 Eastbound right turn lane on SR 1700 with a minimum storage of 100 and appropriate Eastbound left turn lane on SR 1700 with a minimum storage of 150 and appropriate Westbound right turn lane on SR 1700 with a minimum storage of 150 and appropriate SR 1700 and SR 1708 Intersection 1 A signal shall be installed at this intersection by the commencement of 2/completion of 1. Additional evaluation will be necessary for lane con?gurations and storage lengths at this location. For informational purposes, the previous proposed TIA review for this parcel identi?ed the following configuration: 0 Fourlanecross section with dual left turn lanes and right turn lane on EB SR 1700 Covered Bridge Road o Threelanecross section with exclusive left turn and through lanes on NB SR l708 O Neil Street o Fourlanecross section with exclusive right turn and through lanes on SB SR 1708 O Neil Street, dual NB receiving lanes to the north of the intersection for the EB dual left This intersection was previously identified as being realigned in concurrence with the Town s long range transportation plan. The Department continues to support a realignment at this location should the Town require. The configuration, when determined will not be subject to realignment occurring. The installation of a signal at this intersection being identified by a TIA for an adjacent development does not dismiss or release this development from installation and or participation of a signal at this location provided the other development does not move forward as intended. It is recommended that the Developers coordinate this installation with other committed developments. The Department will not participate in determining the value of each individual contribution to this roadway improvement. - SR 1708 and Site Driveway I Northbound left - turn lane on SR 1708 with a minimum storage of 150 and appropriate SR 1700 and SR 1553 Intersection 2 Installation of a signal at this intersection has been identified as being necessary at this intersection. The installation of a signal at this intersection being identified by a TIA for an adjacent development does not dismiss or release this development from installation and or participation of a signal at this location provided the other development does not move forward as intended. It is recommended that the Developers coordinate this installation with other committed developments. The Department will not participate in determining the value of each individual contribution to this roadway improvement. SR 1700 and Site Driveway #3 2 Westbound left turn lane on SR 1700 with a minimum storage of 150 and appropriate Eastbound right turn lane on SR 1700 with a minimum storage of 100 and appropriate
SR 1709 and Site Driveway 2 o Southbound left turn lane on SR 1709 with a minimum storage of 150 and appropriate SR 1700 and SR 1708 Intersection 2 Northbound left turn lane on SR 1708 with a minimum storage of 150 and appropriate Any roadway improvements and right-of-way dedication necessary to accommodate the road construction shall be the responsibility of the owner/developers. These conditions are based on current traffic volumes and projected growth for the study area. Should the timelines presented for project build-out dates not be met and traffic conditions change due to growth in adjacent areas, these recommendations may not be applicable. Feel free to contact me if you have any additional questions or concerns. Sinc ely, yw/ Sam Lawhorn, PE District Engineer cc: Ronnie Keeter, PE Division Engineer - Andy Brown, PE - Division Traffic Engineer Solomon Mengesha Congestion Management Project Design Engineer Jessica McClure, PE Ramey Kemp and Associates Driveway Permit File
ROY COOPER GOVERNOR STATE OF NORTHCAROLlNA DEPARTMENTOF TRANSPORTATION JAMESH. TROGDON, lll SECRETARY DEPARTMENTOF TRANSPORTATION TRANSPORTATIONMOBILITYAND SAFETYDIVISION TRAFFIC MANAGEMENTUNIT CONGESTIONMANAGEMENTSECTION May 18, 2018 Traffic Impact Analysis Review Report Steeplechase Development TIA Project: SC-2018-O23 Division: 4 County: Johnston Description: Steeplechase Development on SR 1700 (Covered Bridge Rd) at SR 1708 (N O'Neil St) in Clayton /S A, 21>/5 5,.~;;<a *Roz;';-.,%.s7v/2% JamesH. Dunlop, P. E. g Congestion Management Engineer E" Solomon Men esha '3.2-9 4, 3 Congestion Management Project Design Engineer '9, '0, 3 H \\. "mmmi MAILING ADDRESS: Telephone: 919-8145000 LOCATION: 1561 MailService Center 750 North Green?eld Parkway Raleigh. North Carolina 27699-1561 Garner, North Carolina 27529 Website: WWW.NCDOT.ORGIDOH/Precons1ruct/Traf?c/Congestion/CM/
Steeplechase Development SC-2018-023 Johnston County 05/18/2018 Per your request, the Congestion Management Section (CMS) of the Transportation Mobility and Safety Division has completed a review of the subject site. The comments and recommendations contained in this review are based on data presented in the sealed Traffic Impact Analysis (TIA) as well as the submitted revised documents and are subject to the approval of the local District Engineefs Office and appropriate local authorities. Date Initially Received by Date of Site Plan Prepared 03/01/2018 CMS by ESP Associates, P.A. O1/11/2018... Date of Sealed TIA Prepared D t Addt ' "a I I f a t' R26;/ed 04/24/2018 by Ramey Kemp & 03/O1/2018 Associates, Inc Date of Second Preliminary Review Letter Accepting TIA 05/18/2018 for Review I Proposed Development According to the TIA, the proposed Steeplechase Development is to be located on SR 1700 (Covered Bridge Rd) at SR 1708 (N O'Neil St) in Clayton, Johnston County. The TIA states the development is to be constructed in two phases. one is to be constructed by 2020 and is to consist of the following: Land Use I Land Use Code I Size Single Family Detached Housing 210 62 Dwelling Units Townhomes 230 120 Dwelling Units two is to be constructed by 2026 and is to consist of the following: Land Use? Land Use Code Size Single Family Detached Housing 210 435 Dwelling Units Townhomes 230 190 Dwelling Units Trip Generation - Unadjusted Volumes During a Typical Weekday Based on appropriate 1 I methodology outlined in the ITE Trip Generation Manual, 9" Ed. IN I our I TOTAL AM Peak Hour 21 79 100 PM Peak Hour 81 43 124 Daily Trips 1,300 2 AM Peak Hour 95 315 410 PM Peak Hour I 340 194 534 Daily Trips 1 5,200 '
V Steeplechase Development 05/18/2018 SC2018-023 Page 2 of 4 Requested Access Points Driveway _ Public Roadway Access Type Site Driveway #1 SR 1700 (Covered Bridge Rd) All-Movement Site Driveway #2 SR 1708 (N O Nei St) All-Movement Site Driveway #3 SR 1700 (Covered Bridge Rd) All-Movement I Site Driveway #4 SR 1709 (City Rd) All-Movement TIP Projects None In Area in Study Area ' General Reference I] For reference to various documents applicable to this review please reference the following link: http://www.ncdot.orq/doh/preconstruct/traf?c/teppl/topics/c-37/c-37.html Once the driveway permit has been approved and issued, a copy of the final driveway permit requirements should be fonivarded to this office. If we can provide further assistance, please contact the Congestion Management Section at (919) 773-2800. Recommendations LEGEND 0 Improvement by Developer. Congestion Management concurs with recommendation. 9 Improvement by Developer. Additional or modified recommendation. 9 Improvement by Others (Committed) 1 SR 1553 (Shotwell Rd) and SR 1700 (Covered Bridge Rd) Intersection New Signal 9 No other improvements are recommended for site traffic at this time SR 1700 (Covered Bridge Rd) and SR 1709 (City Rd) Intersection No improvements are recommended for site traffic at this time SR 1700 (Covered Bridge Rd) and Brookhill Dr/Site Driveway #1 Intersection 0 EB 1700 (Covered Bridge Rd) o 100 Left-Turn Lane 9 (This Left-Turn Lane is in lieu of required Right- Turn Lane) o WB 1700 (Covered Bridge Rd) - o 100 Left-Turn Lane 9 NB Site Driveway #1 o Three-lane cross-section: one ingress, two egress 0 o Egress: Left-Turn Lane and Thru/Right Lane 0 o 125 Internal Protected Stem 8
Steeplechase Development 05/18/2018 SC2018023 Page 3 of 4 SR 1700 (Covered Bridge Rd) and SR 1708 (N O'Neil St) Intersection New Signal 9 No other improvements are recommended for site traffic at this time SR 1708 (N O Nei St) and Site Driveway #2 Intersection - NB SR 1708 (N O'Neil St) 0 100 Left-Turn Lane 9 0 EB Site Driveway #2 o Two-lane cross-section: one ingress, one egress 0 o Egress: Left/Right Lane 0 o 100 Internal Protected Stem 9 ( SR 1703 (N O'Neil St) and SR 1oo4 (w Main St) Intersection No improvements are recommended for site traffic at this time 2 SR 1553 (Shotwell Rd) and SR 1700 (Covered Bridge Rd) Intersection 7. NB 1553 (Shotwell Rd) 0 150 Right-Turn Lane 9 o SB 1553 (ShotwelI Rd) o 350 Left-Turn Lane 0 - WB 1700 (Covered Bridge Rd) 0 100 Right-Turn Lane 0 SR 1700 (_CoveredBridge Rd) and SR 1709 (City Rd) Intersection No improvements are recommended for site traffic SR 1700 (Covered Bridge Rd) and Brookhill DrlSite Driveway #3 Intersection I o WB 1700 (Covered Bridge Rd) 0 100 Left-Turn Lane 9 o NB Site Driveway #3 o Two-lane cross-section: one ingress, one egress 0 o Egress: Left/Right Lane 0 o 100 Internal Protected Stem 9 SR 1709 (City Rd) and Site Driveway #4 Intersection o SB SR 1709 (City Rd) 0 100 Left-Turn Lane 9
Steeplechase Development 05/18/2018 SC-2018«023 Page 4 of 4 o WB Site Driveway #4 o Two-lane cross-section: one ingress, one egress 0 o Egress: Left/Right Lane 0 o 100 Internal Protected Stem 9 SR 1700 (Covered Bridge Rd) and SR 1708 (N 0 Neil St) Intersection 0 NB 1708 (N 0 NeiI St) 0 100 Left-Turn Lane 0 0 SB 1700 (Covered Bridge Rd) 0 275 RightTurnLane 8 SR 1708 (N 0 Nei St) and SR 1004 (W Main St) Intersection 0 WB SR 1004 W Main St) o 125 Right-Turn Lane 9
pg a?pnlg p9.i9ao;) 3.001 <7: V K <%Z> JS I!9I\LON 1(I III P[00- El :9 if $2? 0 S [# /(ems/xuq 5# /{*emea;jq PH ll9mj0lis.215 Q,.09I PH li3m10 ls