HomeMy WebLinkAbout240514 Scotts Hill NHCRMC 3rd REVISED approval pkt (NHC_Pender)_signed
March 09, 2023 REVISED October 30, 2023
REVISED April 26, 2024
REVISED May 14, 2024
Ms. Erin Govea, PE
DAVENPORT
5917 Oleander Drive, Suite 206
Wilmington, NC 28403
RE: 3rd REVISED Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed
NHRMC Scotts Hill Hospital Development in New Hanover and Pender Counties, NC
Dear Ms. Govea,
The WMPO, NCDOT, and Pender County staffs have reviewed the following documents associated with the NHRMC Scotts Hill Hospital development:
• FINAL TIA, dated January 11, 2023
• Queue Update to TIA Technical Memorandum, dated August 3, 2023
• Phase I MOB Update to TIA Technical Memorandum, dated October 12, 2023 It is our understanding that the proposed development has a build year of 2027 will be phased and will consist of:
• ITE Land Use Code 720 – 60,000 SF Medical/Dental Office – Phase 1 (Build Year 2025)
• ITE Land Use Code 610 – 180,000 SF of Hospital – Full Build (Build Year 2027)
Based on the review of the analysis, supplemental analysis within the technical memoranda, the following
phased improvements are required:
US 17 and Scotts Hill Medical Drive (Existing signalized SB left-over / RIRO) Phase 1: No improvements are required.
Full Build: Extend the outside westbound right turn lane of the dual rights on Scotts Hill Medical Drive back to Seneca Drive to provide full storage.
3rd REVISED Approval w/ conditions of the NHRMC Scotts Hill TIA (New Hanover & Pender)
Page 2 of 4
US 17 and NB to SB U-turn south of Scotts Hill Loop Road South (Future signalized U-turn) Phase 1: Extend the existing northbound U-turn lane on US 17 to provide 350 feet of storage, appropriate deceleration and taper.
Full Build: Construct a second northbound U-turn lane on US 17 with 350 feet of storage, appropriate deceleration and taper, to provide dual U-turns.
Both phases: Modify the signal plan to accommodate above improvements.
Full Build: Extend the northbound U-turn lane on US 17 to provide 500 feet of storage, appropriate deceleration and taper. Modify the signal plan to accommodate the improvement.
US 17 and SR 1571 (Scotts Hill Loop Road) South (Signalized RCI) Phase 1: Provide dual westbound right-turn lanes with one continuous lane and an added lane with 450 feet of storage, 50 feet of full width storage deceleration and 100 feet of taper.
Full Build: Extend the existing southbound left turn lane on US 17 to maximize the storage back to SR 1572 (Sidbury Rd).
US 17 and SR 1572 (Sidbury Road) (Signalized RCI)
• No improvements are required. SR 1571 (Scotts Hill Loop Road) and Pandion Drive (Stop-controlled intersection)
• No improvements are required. Pandion Drive and Scotts Hill Medical Drive (Stop-controlled intersection)
• No improvements are required. Scotts Hill Medical Drive and Seneca Drive (Stop-controlled intersection) Phase 1:
o Construct an eastbound left turn lane on Scotts Hill Medical Drive with 175 feet of storage, 25 feet of full width deceleration, and 75 feet of taper.
o It is recommended to install a RIGHT TURN ONLY sign (R3-5b) with a supplemental times of day plaque (R10-20aP: MON-FRI 7AM-9AM) to restrict left and through movements during the AM peak hour.
Full Build: No improvements are required.
Scotts Hill Medical Drive and Roundabout Access (Unsignalized roundabout) Phase 1: No improvements are required.
Full Build: It is recommended to provide pavement markings and signage for a one-lane roundabout.
3rd REVISED Approval w/ conditions of the NHRMC Scotts Hill TIA (New Hanover & Pender)
Page 4 of 4
Ec: Kirsten Spirakis, PE, District 1 Engineer, NCDOT Robert A. Vause, PE, Engineering Consultant, NCDOT Ben Hughes, PE, District 3 Engineer, NCDOT Jon Roan, Deputy District 3 Engineer, NCDOT Frank Mike, Assistant District 3 Engineer, NCDOT Michael Bass, Assistant District 3 Engineer, NCDOT Nick Drees, Engineering Specialist, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Division Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Daniel Adams, Director of Planning & Community Development, Pender County Justin Brantley, Deputy Planning Director, Pender County Rebekah Roth, Planning and Land Use Director, New Hanover County Ken Vafier, Planning Manager, New Hanover County Robert Farrell, Development Review Supervisor, New Hanover County Mike Kozlosky, Executive Director, WMPO Bill McDow, Associate Planner, WMPO
1
Technical Memorandum
To: WMPO
Novant Health - NHRMC
From: Erin Govea, PE, DAVENPORT
Don Bennett, PE, DAVENPORT
Date: August 3, 2023
Subject: New Hanover Regional Medical Center – Queue Update to TIA
Pender County, NC
DAVENPORT Project Number 212008
1.0 Introduction
DAVENPORT has prepared this technical memorandum to summarize the queuing analysis results
affecting Site Drive 1. The approved TIA dated January 11, 2023, showed two site driveways on
Scotts Hill Loop Road (south). The client would like to construct only Site Access 1 and not Site
Access 2. Feedback received from NCDOT indicates that the requirement for this access scenario
is to provide a right-turn lane with 100 feet of full storage and a 100-foot taper. NCDOT has indicated
concern with the proximity of Site Access 1 to the signal at US 17.
2.0 TIA Recommendations
The distance between the northbound US 17 signal and Site Access 1 is approximately 490 feet
from the edge of the US 17 roadway to the centerline of the driveway, or 516 feet centerline to
centerline. As measured by the Synchro/SimTraffic model, the link distance is defined as the distance
from center point to center point and was represented in the TIA as 560 feet. Synchro automatically
reduces the link distance by 80 feet for queuing analyses to account for the space inside
intersections, which allows for a queue of up to 480 feet to fit between the two intersections.
Background developments have been tasked with constructing a second right turn lane on Scotts
Hill Loop Road at US 17 with 350 feet of storage. With this scenario, Site Access 1 would intersect
Scotts Hill Loop Road just behind the assumed 100-foot taper for these turn lanes.
The results of the queuing analysis in the TIA with the dual westbound right-turn lanes at US 17 are
shown in Table 1. Because the AM peak hour is worse than the PM peak hour, only the AM will be
studied in this memorandum. Synchro reports the length for the lane with the highest queue.
Table 1 – 2027 Future Build with Improvements
Queue AM PM
Synchro, 95th percentile 167 122
SimTraffic, Maximum 483/449 134/117
Page 2 08/03/2023
NHRMC DAVENPORT Project No. 212008
2
Figure 1 – Excerpt of Recommendations Figure from TIA
3.0 WMPO Approval Letter
The March 9, 2023, Approval Letter stated conditions for the development of the proposed NHRMC
Scotts Hill Hospital Development, with relevant excerpts as follows:
US 17 and SR 1571 (Scotts Hill Loop Road) South (Signalized RCI)
Extend the existing southbound left turn lane on US 17 to maximize the storage back to SR
1572 (Sidbury Road).
Provide dual westbound right-turn lanes with one continuous lane and an added lane with
450 feet of storage, 50 feet of full width storage, and 100 feet of taper.
SR 1571 (Scotts Hill Loop Road) and Site Access 1 (Proposed stop-controlled intersection)
Construct an eastbound right turn taper of 100 feet on Scotts Hill Loop Road.
Construct site access with one ingress and one egress lane, and an internal protected stem
length of 100 feet, measured from the right-of-way line.
Provide stop control for northbound approach.
SR 1571 (Scotts Hill Loop Road) and Site Access 2 (Proposed stop-controlled intersection)
Construct site access with one ingress and one egress lane, and an internal protected stem
length of 50 feet, measured from the right-of-way line.
Provide stop control for northbound approach.
With these improvements in place, Site Access 1 would intersect Scotts Hill Loop Road within the
full-width storage area for the westbound right-turn lanes.
4.0 Analysis
The analysis was updated for the AM peak period to include the Approval Letter’s required
westbound 450 feet of storage, 50 feet of full-width deceleration, and 100 feet of taper. The model
link distance was updated to 516 feet link distance to match the centerline to centerline measured
distance between intersections. (The taper does not show visually that it splits the intersection due
to model constraints.) Additionally, driveway volumes at Site Access 2 were shifted to Site Access
1. The results of the updated analysis show AM peak hour queues that are the same in Synchro and
that decrease in SimTraffic, as shown in Table 2.
Page 3 08/03/2023
NHRMC DAVENPORT Project No. 212008
3
Table 2 – 2027 Future Build with Improvements with 500-foot lane
Queue AM PM
Synchro, 95th percentile 167 Not analyzed
SimTraffic, Maximum 410/395 Not analyzed
The maximum westbound queue on Scotts Hill Loop Road at US 17 is anticipated to be no more
than 410 feet with the improvement in place.
5.0 Conclusion
The required improvements provide 500 feet of full-width storage for the second westbound right
turn lane on Scotts Hill Loop Road approaching US 17. Site Access 1, currently a construction
entrance, is located approximately 490 feet east of the stop bar, which makes it intersect Scotts Hill
Loop Road within the storage/taper area.
The longer queues occur in the AM peak hour, so this analysis was updated to reflect a single site
access on Scotts Hill Loop Road. The results show that the westbound queues would be contained
between US 17 and Site Access 1. Sufficient storage is provided in the required right-turn lanes so
that site traffic exiting Site Access 1 is not prevented from entering the dual rights and will not impede
eastbound Scotts Hill Loop Road traffic.
In conclusion, the existing location of Site Access 1 should be adequate with the required
improvements.
Page 4 08/03/2023
NHRMC DAVENPORT Project No. 212008
4
Supporting Documents
Synchro Results
SimTraffic Results
1
Scott James
From:Spirakis, Kirsten L <klspirakis@ncdot.gov>
Sent:Tuesday, August 8, 2023 3:52 PM
To:Don Bennett; Sokolik-Porch, Tanya M
Cc:Racine, Douglas W; Erin Govea; Vause, Robert A
Subject:RE: [External] NHRMC - Scotts Hill - Site Drive connection to SR 1171(Scotts Hill Loop Road) -
request for consolidation of driveways at the current construction driveway entrance.
Attachments:212008 NHRMC Scotts Hill Queue Tech Memo 03Aug2023.pdf; 230309 Scotts Hill NHCRMC approval
(NHC_Pender)_signed.pdf; Recommended Improvements Figure-NHRMC Scotts Hill - KLS edits.pdf
Don,
We have reviewed the attached New Hanover Regional Medical Center – Queue Update to TIA. Based on your revised
analysis with the required storage for the additional westbound dual right-turn lane on SR 1571 (Scotts Hill Loop Road) at
US 17 (as shown in the attached TIA approval letter dated 3/9/2023),, then the queueing along Scotts Hill Loop Road is
less than what the TIA indicated. Therefore, we are in agreement that the proposed location of Site Access 1 will not be
within the functional area of the signalized intersection.
As noted, with the removal of the additional access on Scotts Hill Loop Road (Site Access 2 in the TIA approval letter), the
turn lane requirement for Site Access 1 will be 100 feet of full-width storage and a 100-foot taper.
Thank you,
Kirsten L. Spirakis, PE
District Engineer
Division 3 | District 1
910-467-0500
From: Don Bennett <DBennett@davenportworld.com>
Sent: Thursday, August 3, 2023 4:26 PM
To: Spirakis, Kirsten L <klspirakis@ncdot.gov>; Sokolik‐Porch, Tanya M <tmsokolik‐porch@ncdot.gov>
Cc: Racine, Douglas W <dracine@ncdot.gov>; Erin Govea <egovea@davenportworld.com>
Subject: [External] NHRMC ‐ Scotts Hill ‐ Site Drive connection to SR 1171(Scotts Hill Loop Road) ‐ request for
consolidation of driveways at the current construction driveway entrance.
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
We received a request from the client to provide documentaƟon that the site drives from the TIA could be consolidated
and located approximately 490’ from the intersecƟon of US 17 without creaƟng concern that queueing from the right
turns onto US 17 would impede leŌ turning vehicles from the proposed consolidated site driveway. DAVENPORT, using
informaƟon from the recently approved TIA and the TIA approval leƩer evaluated the queueing on ScoƩs Hill Loop Road
from US 17. The resulƟng technical memorandum is presented to provide confirmaƟon that the projected queuing from
the traffic signal will not interfere with drivers exiƟng the consolidated site drive. As with the TIA, this queueing
assumes no right turn on red at the traffic signal, so the values are conservaƟve.
If you have any quesƟons or need to discuss, please let me know.
1
Technical Memorandum
To:WMPO
Novant Health - NHRMC
From: Erin Govea, PE, DAVENPORT
Don Bennett, PE, DAVENPORT
Date: October 12, 2023
Subject: New Hanover Regional Medical Center – Phase I MOB Update to TIA
Pender County, NC
DAVENPORT Project Number 212008
1.0 Introduction
DAVENPORT has prepared this technical memorandum to adjust the phasing for the site to reflect
Phase I as the medical office buildings (MOB). As the project has developed, construction of the site
is anticipated to begin with 60,000 square feet of MOB and is scheduled for completion in
November 2024 with occupancy in 2025. Since an approval letter has already been issued by the
WMPO, this memorandum outlines the required improvements that are proposed to be
completed prior to Phase I occupancy. No changes are requested for the 2027 Full Build.
The approved TIA dated January 11, 2023, showed two site driveways on Scotts Hill Loop Road
(south). On August 2, 2023, a technical memorandum was provided to the WMPO requesting the
elimination of Site Access 2; the request was approved August 8, 2023. This technical memorandum
assumes only a single access on Scotts Hill Loop Road (south).
2.0 Site Plan
A revised conceptual site plan is included with this technical memorandum as Figure 1. It has been
updated to show the relative location of the MOB and Hospital. Though a conceptual plan was
provided in the TIA, the current site plan refines that with more defined distances and locations.
3.0 Land Use, Trip Generation, and Future Volumes
In the approved TIA, the land use was analyzed for Full Build conditions for a 180,000-square-foot
hospital with 60,000 square feet of medical office space to support hospital operations. This technical
memorandum requests the phasing on the development with the MOB as Phase I. The trip
generation table (Table 1) has been updated to reflect the two phases. Forty percent of AM traffic
and 47 percent of PM traffic is due to the MOB.
The site trips generated by the MOB are shown in Figure 2. To generate the new 2025 figures, all
approved growth and distribution values were used. The 2025 future no build volumes are shown in
Figure 3 with the 2025 future build volumes for Phase I shown in Figure 4 as the future no build plus
the Phase I site trips. The 2027 full build trips have not changed from the approved TIA.
10/12/2023
Page 2 10/12/2023
NHRMC: Phase I Update to TIA DAVENPORT Project No. 212008
2
Table 1 - ITE Trip Generation 11th Edition
Average Weekday Driveway Volumes 24-Hour
Two-Way AM Peak Hour PM Peak Hour
ITE Land
Use and
Code
Size Data
Source Volume Enter Exit Total Enter Exit Total
720, Medical-
Dental Office
Building
60 1000 SF
GFA
Adjacent -
Rate 2,160 147 39 186 72 169 241
Phase I Trips (2025) 2,160 147 39 186 72 169 241
610, Hospital 180 1000 SF
GFA
Adjacent -
Equation 4,421 188 92 280 94 175 269
Total Full Build Trips (2027) 6,581 335 131 466 166 344 510
4.0 Proffered Improvements for Phase I MOB
The March 9, 2023, Approval Letter stated conditions for the development of the proposed NHRMC
Scotts Hill Hospital Development. NHRMC requests the following improvements, as included in the
letter, be considered adequate as part of the Phase I MOB. These improvements are shown in Figure
5. The remaining improvements would be implemented prior to 2027 Full Build of the hospital.
US 17 and SR 1571 (Scotts Hill Loop Road) South (Signalized RCI)
Provide dual westbound right-turn lanes with one continuous lane and an added lane with
450 feet of storage, 50 feet of full width storage, and 100 feet of taper.
US 17 and NB to SB U-turn south of Scotts Hill Loop Road South (Future signalized U-turn)
Install the designed traffic control signal.
Extend the existing northbound U-turn lane on US 17 to provide 350 feet of storage,
appropriate deceleration, and taper.
Scotts Hill Medical Drive and Senca Drive (Stop-controlled intersection)
Construct [stripe] an eastbound left turn lane on Scotts Hill Medical Drive with 175 feet of
storage, 25 feet of full width deceleration, and 75 feet of taper.
SR 1571 (Scotts Hill Loop Road) and Site Access 1 (Proposed stop-controlled intersection)
[removed] Construct an eastbound right turn taper of 100 feet on Scotts Hill Loop Road.
[replaced with] Construct an eastbound right turn lane with 100 feet of full-width storage and
a 100-foot taper.
Construct site access with one ingress and one egress lane, and an internal protected stem
length of 100 feet, measured from the right-of-way line.
Provide stop control for northbound approach.
5.0 Conclusion
The proffered improvements are anticipated to provide adequate access and mitigation of traffic
for the MOB, which is planned to be completed in 2024 and occupied by 2025. The remaining
improvements from the WMPO Approval Letter would be implemented prior to 2027 Full Build of
the hospital.
Page 3 10/12/2023 NHRMC: Phase I Update to TIA DAVENPORT Project No. 212008
3
Supporting Documents
Figure 1: Conceptual Site Plan
Figure 2: Phase I Site Trips
Figure 3: 2025 Future No Build
Figure 4: 2025 Future Build
Figure 5: Phase I Recommendations
FIGURE 1
CONCEPTUAL SITE PLAN
NHRMC Scotts Hill
Project Number 212008
SIGNALIZEDINTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN= COMMITTED
ROADWAY
LEGEND
This document, together with the concepts and designs presented herein, isintended only for the specific purpose and client for which it was prepared.Reuse of, or improper reliance on, this document by others without writtenauthorization and adaptation by DAVENPORT shall be without liability to
DAVENPORT and shall be a violation of the agreement between
DAVENPORT and the client.
PROJECTNUMBER 212008
NHRMC SCOTTS HILL HOSPITAL
BRUNSWICK COUNTY, NC
FIGURE 2
PHASE I SITE TRIPS
Scotts Hill Loop
Road
Scotts Hill Medical
Drive
Pa
n
d
i
o
n
D
r
i
v
e
US
1
7
N
B
US
1
7
S
B
Sidbury Road
81
/
4
0
7
/
4
25 / 110
7 / 4
37 / 18
14
/
5
9
14 / 59
23
/
1
0
1
Si
t
e
A
c
c
e
s
s
1
AM / PM PEAKS
9
/
1
2
23
/
1
0
1
23 / 101
37
/
1
8
7
/
4
2 /
8
51
/
2
5
29 / 14
37
/
1
8
22 / 11
2 / 8
14
/
5
9
2
/
8
37
/
1
8
22
/
1
1
Ro
u
n
d
a
b
o
u
t
Ac
c
e
s
s
Se
n
c
a
D
r
i
v
e
Victoria Charm
Drive
15
/
6
8
10 / 42
44 / 22
74 / 36 44 / 22
10
/
4
2
*** NOT TO SCALE ***
SIGNALIZED
INTERSECTION
UNSIGNALIZEDINTERSECTION
TRAFFIC MOVEMENT
BLACK = EXISTING
BLUE = PROPOSED
GREEN = COMMITTED
ROADWAY
LEGEND
This document, together with the concepts and designs presentedherein, is intended only for the specific purpose and client for which itwas prepared. Reuse of, or improper reliance on, this document by
others without written authorization and adaptation by DAVENPORTshall be without liability to DAVENPORT and shall be a violation of theagreementbetween DAVENPORT and the client.
PROJECTNUMBER212008
NHRMC SCOTTS HILL HOSPITAL
BRUNSWICK COUNTY, NC
FIGURE 3
2025 FUTURE NO BUILD
VOLUMES
Scotts Hill Loop
Road
Scotts Hill Medical
Drive
Pa
n
d
i
o
n
D
r
i
v
e
US
1
7
N
B
US
1
7
S
B
Sidbury Road
40
8
/
1
0
6
17
4
7
/
2
5
1
6
280 / 248
139 / 76
13 / 4
14
/
1
0
24
2
/
4
2
25
9
/
1
8
9
297 / 286
26
4
0
/
2
1
9
5
AM / PM PEAKS
294 / 249
22
0
6
/
1
8
1
5
76 / 51
382 / 129
17
3
2
/
2
5
1
5
29
4
/
2
4
9
24
2
1
/
1
9
9
7
59
/
1
1
0
16
7
3
/
2
4
0
6
59 / 131
76
/
5
1
150 / 19176 / 47
116 / 143
171 / 194
214 / 84
17
8
7
/
2
3
9
8
38
4
/
2
7
8
24
2
1
/
1
9
9
7
29
2
/
1
8
9
Ro
u
n
d
a
b
o
u
t
Ac
c
e
s
s
Se
n
c
a
D
r
i
v
e
Victoria Charm
Drive
54 / 8
7 / 17
13
/
2
3
20
1
/
4
4
12
/
2
2
16
0
/
1
2
27 / 62
182 / 21
18
7
/
5
94
/
1
0
90
/
1
0
77
/
1
9
32 / 7
200 / 68
9
/
1
5
25
/
1
2
17 / 2
154 / 27
226 / 50
165 / 97
0
/
0
57
/
6
0
125 / 40
18 / 0
94 / 14
37 / 2
7
/
1
8
0
/
0
99
/
1
4
9
0 /
8
*A minimum of 4 vehicles per hour is analyzed foreach movement per NCDOT Congestion
Management Guidelines
*** NOT TO SCALE ***
SIGNALIZED
INTERSECTION
UNSIGNALIZEDINTERSECTION
TRAFFIC MOVEMENT
BLACK = EXISTING
BLUE = PROPOSED
GREY = UNANALYZED
GREEN = COMMITTED
ROADWAY
LEGEND
This document, together with the concepts and designs presentedherein, is intended only for the specific purpose and client for which it
was prepared. Reuse of, or improper reliance on, this document byothers without written authorization and adaptation by DAVENPORTshall be without liability to DAVENPORT and shall be a violation of the
agreementbetween DAVENPORT and the client.
PROJECT NUMBER 212008
NHRMC SCOTTS HILL HOSPITALBRUNSWICK COUNTY, NC
FIGURE 4
2025 FUTURE BUILD
VOLUMES
Scotts Hill Loop
Road
Scotts Hill Medical
Drive
Pa
n
d
i
o
n
D
r
i
v
e
US
1
7
N
B
US
1
7
S
B
Sidbury Road
48
9
/
1
4
6
17
5
4
/
2
5
2
0
305 / 358
150 / 19
139 / 76
13 / 4
14
/
1
0
24
4
/
5
0
25
9
/
1
8
9
304 / 290
113 / 69
14
/
5
9
0
/
0
382 / 129
0 / 0
396 / 188
26
6
3
/
2
2
9
6
Si
t
e
A
c
c
e
s
s
1
AM / PM PEAKS
17
4
1
/
2
5
2
7
31
7
/
3
5
0
317 / 350
24
5
8
/
2
0
1
5
66
/
1
1
4
16
7
5
/
2
4
1
4
22
5
7
/
1
8
4
0
59 / 131235 / 156
29 / 14
11
3
/
6
9
198 / 58116 / 143
173 / 202
214 / 84
18
0
1
/
2
4
5
7
38
6
/
2
8
6
24
5
8
/
2
0
1
5
31
4
/
2
0
0
Ro
u
n
d
a
b
o
u
t
Ac
c
e
s
s
Se
n
c
a
D
r
i
v
e
Victoria Charm
Drive
270 / 72
165 / 97
0
/
0
72
/
1
2
8
135 / 82
18 / 0
168 / 50
37 / 27 /
1
8
0
/
0
99
/
1
4
9
0 /
8
76 / 29
200 / 68
9
/
1
5
35
/
5
4
17 / 2
154 / 27
27 / 62
182 / 21
18
7
/
5
94
/
1
0
90
/
1
0
77
/
1
9
54 / 8
7 / 17
13
/
2
3
20
1
/
4
4
12
/
2
2
16
0
/
1
2
*A minimum of 4 vehicles per hour is analyzed for
each movement per NCDOT CongestionManagement Guidelines
*** NOT TO SCALE ***
This document, together with the concepts and designspresented herein, is intended only for the specific purpose and
client for which it was prepared. Reuse of, or improper relianceon, this document by others without written authorization andadaptation by DAVENPORT shall be without liability toDAVENPORT and shall be a violation of the agreement between
DAVENPORT and the client.
PROJECT NUMBER 212008
NHRMC SCOTTS HILL HOSPITAL
BRUNSWICK COUNTY, NC
SIGNALIZEDINTERSECTION
UNSIGNALIZED
INTERSECTION
TRAFFIC MOVEMENT
BLACK = EXISTING
BLUE = PROPOSED
ROADWAY
LEGEND
FIGURE 5
PHASE I
RECOMMENDATIONS
~1,550'
12
5
'
80
0
'
80
0
'
17
5
'
22
5
'
Scotts Hill Loop
Road
Scotts Hill
Medical Drive
Pa
n
d
i
o
n
D
r
i
v
e
US
1
7
N
B
US
1
7
S
B
Sidbury Road
~9
2
5
'
~9
7
5
'
~1
,
4
0
0
'
Ro
u
n
d
a
b
o
u
t
Ac
c
e
s
s
Se
n
c
a
D
r
i
v
e
Victoria Charm
Drive
ROUNDABOUT
~475'
~425'~700'
~4
0
0
'
~1
,
2
2
5
'
125'
25
0
'
Si
t
e
A
c
c
e
s
s
1
100'
100'
Full
27
5
'
600'
Full
450'
Full
Construct site access
according to applicable
design standards
GREEN = PRIOR‐STUDY‐REQUIRED IMPROVEMENTS BY
SCOTTS HILL MEDICAL PARK/SCOTTS HILL APARTMENTS
ORANGE = PRIOR‐STUDY‐REQUIRED IMPROVEMENT BY
MCADAMS SIDBURY (NOT ASSUMED IN NO BUILD
ANALYSIS)
PURPLE = PRIOR‐STUDY‐REQUIRED IMPROVEMENT
INCLUDED IN MCADAMS SIDBURY AND SCOTTS HILL
MEDICAL PARK (NOT ASSUMED IN NO BUILD ANALYSIS)
10
0
'
I
P
S
175'
35
0
'