ZIMMER COMMERCIAL PROPERTIES, LLCDB 5550 PG 1355
MB 51 PG 341PIN# 3126-18-21-6967
ZIMMER COMMERCIAL PROPERTIES, LLCDB 5231 PG 102
MB 51 PG 341PIN# 3126-18-31-2821
IRS #7000N 161704.40 GROUNDE 2322711.42 GROUNDEL. 53.26
IPF #7001NC GRID NAD83/2011N 161782.30 GRIDE 2323097.20 GRIDEL. 50.63
VALUE PLACE WILMINGTON LLCDB 5247 PG 1294
MB 50 PG 394PIN# 3126-18-21-8568
ZP NO 143, LLCDB 5231 PG 102MB 50 PG 394
PIN# 3126-18-22-8381
ZP NO 143, LLCDB 5231 PG 102MB 50 PG 394
PIN# 3126-18-21-6967
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CITY OF WILMINGTONDB 5739 PG 2595
MB 58 PG 62LOT F REVISION
PIN# 3126-18-32-0391
CITY OF WILMINGTONDB 5739 PG 2595
MB 58 PG 6250' NON MUNICIPAL ACCESS AND
UTILITY EASEMENT
CITY OF WILMINGTONDB 5739 PG 2595
MB 44 PG 2530' NON MUNICIPAL ACCESS AND
UTILITY EASEMENT
ZP NO 143 LLCDB 4065 PG 15MB 44 PG 25
PIN# 3126-18-32-2362
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HORISONS DEVELOPMENT, LLCDB 2069 PG 485
PIN# 3126-18-32-6363
VICTORIA VILLAGEBLOCK 1
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N63°56'56"E 214.11'
N26°03'04"W100.00'
N26°03'04"W181.50'
N26°03'04"W
76.60'
N89°02'10"E 156.77'
N83°34'56"E53.09'
N89°02'10"E 50.00' N89°02'10"E 160.96'N89°02'10"E 161.78'
N00
°48'
37"W
3
46.5
2'
N78°35'02"E 393.57'
S00
°48'
37"E
1
90.0
8'
N85°28'23"E 150.06'
S19°18'55"E86.17'
S89°36'05"W 135.35'
N00
°23'
55"W
2
81.0
1'
S89°36'05"W 137.37'S89°36'05"W
15.91'
S89°36'05"W 70.45' S89°36'05"W 236.56'
S63°56'56"W 245.47'
S18°56'56"W21.21'
(100' PU
BLIC
RIG
HT O
F WA
Y)
BUILDING
31.0
9'28
8.79
'71
.55'
71.6
3'S00
°47'
29"E
7
51.2
3'
288.
16'
28 9 26
8
288
17
88
8
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20810
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C201SITE PLAN
GENERAL SITE NOTES
1. SITE LAYOUT FOR WILMINGTON TREATMENT CENTER SITE NO. 2 BY INGRAM CIVIL ENGINEERING GROUP, LLC, BASED
ON SITE SURVEY BY MCKIM & CREED ON 09-28-2016.
2. ORIGINAL TOPOGRAPHICAL INFORMATION IS BASED ON A SURVEY BY MCKIM & CREED ON 09-28-2016. THE
ENGINEER, THE OWNER, OR ANY OF THE OWNER'S CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR THE
ACCURACY OR COMPLETENESS OF THE INFORMATION.
3. ALL CIVIL/SITE WORK ELEMENTS INDICATED TO BE CONSTRUCTED ON THE PLANS ARE TO BE BUILT IN STRICT
ACCORDANCE WITH THE STANDARDS ADOPTED BY THE CITY OF WILMINGTON/NEW HANOVER COUNTY, UNLESS
SPECIFICALLY NOTED OTHERWISE. ALL SITE WORK MUST ALSO COMPLY WITH THECITY OF WILMINGTON/NEW HANOVER
COUNTY ENVIRONMENTAL REQUIREMENTS AND FEDERAL EPA REQUIREMENTS.
4. WRITTEN DIMENSIONS PREVAIL. DO NOT SCALE THESE DRAWINGS. PRINTED DIMENSIONS WHICH ARE OMITTED OR
IN CONFLICT SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR REVIEW AND RESPONSE. DIMENSIONS ARE
FROM FACE OF CURB / EDGE OF PAVEMENT AND FACE OF BUILDING, UNLESS NOTED OTHERWISE.
5. DIMENSIONS LOCATING THE BUILDING IN RELATIONSHIP TO THE PROPERTY LINES HAVE BEEN PROVIDED FOR THE
CONVENIENCE OF THE CONTRACTOR. WHERE POSSIBLE, COORDINATES CAN BE USED TO ESTABLISH PHYSICAL
LENGTHS ALONG THE BUILDING PERIMETER. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FROM STRUCTURAL
AND ARCHITECTURAL DRAWINGS THE ACTUAL EXTENT OF THE BUILDING ON THE PROPERTY. BUILDING LAYOUT SHALL
BE BASED SOLELY ON DIMENSIONAL INFORMATION PROVIDED ON STRUCTURAL AND ARCHITECTURAL DRAWINGS.
DISCREPANCIES WHICH IMPACT SITE LAYOUT SHOULD BE IMMEDIATELY REPORTED TO THE ENGINEER.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL SITE FEATURES, (BUILDINGS, ROADS, PARKING,
PADS, WALKS, ETC.) AND WILL EMPLOY A LAND SURVEYOR LICENSED TO PRACTICE IN THE PROJECT'S REGION OF
CONSTRUCTION TO STAKE OUT AND MAINTAIN ALL REQUIRED CONTROL POINTS THROUGHOUT THE LIFE OF THE
PROJECT. THE SURVEYOR SHALL CERTIFY TO THE ENGINEER, IN WRITING, THAT THE LAYOUT IN THE FIELD
SUBSTANTIALLY CONFORMS TO THE LAYOUT INDICATED ON THE CONTRACT DOCUMENTS. LAYOUT DISCREPENCIES OR
CHANGES SHOULD BE SO NOTED TO THE ENGINEER.
7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY REFERENCE POINTS,
MONUMENTS, HUBS, AND STAKED LOT CORNERS DURING THE CONSTRUCTION OF THE WORK AND SHALL BEAR ANY
COST ASSOCIATED WITH REPAIR.
8. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS, AND PAY ALL PERMIT FEES. THE
CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL CODES AND ORDINANCES AND RECEIVE APPROPRIATE
APPROVALS WHERE REQUIRED PRIOR TO COMMENCEMENT OF THE WORK.
9. MATERIALS AND PROCESSES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WHILE THE
ENGINEER HAS PROVIDED, FOR THE CONVENIENCE OF THE CONTRACTOR, DRAWINGS OUTLINING CERTAIN REQUIRED
OSHA MINIMUM SAFETY PRACTICES, THE ENGINEER DOES NOT
ACCEPT RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION OR FOR VERIFYING THAT SUCH MEASURES ARE
IMPLEMENTED ON SITE. MAINTAINING A SAFE ENVIROMENT DURING THE PROMULGATION OF THE WORK IS THE
RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER, THE OWNER AND OTHER CONSULTANTS, HAVE NO EXPERTISE,
NOR ACCEPT ANY LIABILITY, IMPLIED OR OTHERWISE, FOR MATERIALS AND PROCESSES OF CONSTRUCTION.
10. THE CONTRACTOR SHALL NOT COMMENCE ANY WORK WHICH IS NOT UNDER THE CONTROL OR OWNERSHIP OF
THE OWNER WITHOUT WRITTEN PERMISSION FROM THE PROPERTY'S OWNER OR CONTROLLING INTEREST. WHERE
CONTROLLING INTEREST IS A LOCAL, STATE, OR FEDERAL AGENCY, THEN APPROVAL FOR CONSTRUCTION SHALL
CONSTITUTE AUTHORITY TO COMMENCE WORK.
11. WHERE NOT SPECIFICALLY NOTED OTHERWISE, ALL CONCRETE FINISHES SHALL BE SLIP RESISTANT PER
TECHNICAL SPECIFICATIONS.
12. ALL ACCESSIBLE PARKING SPACES, INDICATED WITH THE GRAPHIC ACCESSIBLE SYMBOL, DENOTE ACCESSIBLE
PARKING SPACES. THESE SPACES ARE DESIGNED TO CONFORM TO ADA AND NORTH CAROLINA ACCESSIBILITY
STANDARD SPECIFICATIONS. ALL INDICATED SPACES SHALL RECEIVE THE PAINTED SYMBOL AND APPROPRIATE
IDENTIFICATION SIGNAGE. WHERE REQUIREMENTS ARE DIFFERENT OR IN EXCESS OF THESE, THE CONTRACTOR WILL
ALLOW FOR THOSE ADDITIONAL REQUIREMENTS IN HIS PRICE AND PROMPTLY SUBMIT THEM TO THE ENGINEER.
13. THE CONTRACTOR IS RESPONSIBLE FOR USING THE ONE-CALL SYSTEM OR OTHER MEANS TO CONTACT AND
VERIFY LOCATIONS OF ALL UTILITIES. THE CONTRACTOR IS FULLY RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES.
14. THE CONTRACTOR IS TO CONTROL TRAFFIC FLOW DURING TIME OF CONSTRUCTION. ANY AND ALL TRAFFIC
CONTROL IMPLEMENTED DURING THIS PROJECT SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
15. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH CITY OF WILMINGTON/NEW HANOVER
COUNTY AND NC D.O.T. REGULATIONS.
16. All pavement markings in public right-of-ways and for driveways are to be thermoplastic and meet City and/or NCDOT standards.
17. All signs and pavement markings in areas open to public traffic are to meet MUTCD (Manual on Uniform Traffic Control Devises)
standards.
18. All traffic control signs and markings off the right-of-ways are to be maintained by the property owner in accordance with MUTCD
standards.
19. All parking stall markings and lane arrows within the parking areas shall be white.
20. A utility cut permit is required for each open city of a City street. Note this on the plan and contact 341-5888 for more details. In
certain cases an entire resurfacing of the area being open city may be required.
21. Any broken or missing sidewalk panels, driveway panels and curbing will be replaced.
22. Contact Traffic Engineering at 341-7888 forty-eight hours prior to any excavation in the right of way.
SITE NOTES
SITE DETAILS
PROPOSED HC ACCESSIBLE PARKING SPACE (SEE SITE
DETAIL)
LINEAR DIMENSION
PROPOSED CURVE RADIUS DIMENSION
PROPOSED SIGN
PROPOSED PRECAST WHEEL STOP
PROPOSED TRAFFIC ARROW (SEE SITE DETAIL)
PROPOSED STOP BAR (SEE SITE DETAIL)
PROPOSED CROSS WALK MARKING
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
PROPOSED LIGHT DUTY ASPHALT PAVEMENT
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
PROPOSED PERVIOUS CONCRETE
MILL AND RESURFACE
EASEMENT
SEGMENTAL RETAINING WALL
LEGEND: SITE
0
GRAPHIC SCALE
4040 80
SITE PLAN
CURVE TABLE
TO BE PERFORMED
ON ALL CONCRETE
32
This drawing shall not be reproduced, published, stored in an electronic retrieval system, or used in any way without written permission of the Architect. Copyright 2017 Johnson Johnson Crabtree Architects P. C.
Cra
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15678.01
PROJECT NUMBER
DATE
RECORD DRAWINGS
Wilm
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HH LE CA T A R E
STATE OF NORTH CAROLINA
PROFESSIONAL ENGINEER
LICENSE # 027243
CURTIS P. INGRAM
Ingram Civil
Engineering
Group, LLC212 Overlook Circle, Ste. 105
Brentwood, Tennessee 37027
615.370.7964 Office
615.370.1273 Fax
C"X" CURVE WITH RADIUS OF "X" FEET
1
2
3
4
5
6
7
8
9
10
11
12
13
14
CONCRETE SIDEWALK
CONCRETE JOINTS
CONCRETE JOINT SEALANTS
HEAVY DUTY ASPHALT PAVEMENT
PERVIOUS CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
CONCRETE CURB AND GUTTER
CONCRETE MECHANICAL PAD
ALUMI-GUARD SECURITY FENCE
ALUMI-GUARD SECURITY SWING GATE
TRANSPORT II CANTILEVER GATE
DUMPSTER PAD WITH ENCLOSURE
WOOD DUMPSTER SCREEN FENCE
ACCESSIBLE SYMBOL
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
20'x6' GENERATOR PAD WITH FENCE. COORDINATE FINAL SIZE AND SECTION WITH
MANUFACTURER'S SPECIFICATIONS.
GATE KEYPAD/CARD READER IN CONCRETE ISLAND
COMPACTOR PAD WITH ENCLOSURE.
6' HIGH BY 30' WIDE AUTOMATED CANTILEVER GATE. COORDINATE WITH ELECTRICAL.
6' HIGH BY 15' WIDE AUTOMATED DOUBLE LEAF SWING GATE WITH 6' WIDE GAP. COORDINATE
WITH ELECTRICAL.
6' HIGH BY 4' WIDE SINGLE LEAF ALUMI-GUARD PANEL SECURITY SWING GATE.COORDINATE
WITH ELECTRICAL.
6' ALUMI-GUARD PANEL SECURITY FENCE.
6' HIGH ALUMI-GUARD PANEL SECURITY FENCE BETWEEN SWING GATE OPENING. MATCH
SWING GATE STYLE.
SENSOR FOR GATE. COORDINATE WITH ELECTRICAL PLANS.
MIL 1.5" AND RESURFACE DRIVE ENTRANCES TO THE SITE.
SEE LANDSCAPE PLANS FOR MORE PAVER INFORMATION IN THIS AREA.
8'X8' TRANSFORMER PAD COORDINATE FINAL SIZE AND SECTION WITH MANUFACTURER'S
SPECIFICATIONS.
BOLLARD. SEE ARCHITECTURAL FOR DETAIL.
3.5'x3.5' CONDENSER PAD. COORDINATE FINAL SIZE AND SECTION WITH MANUFACTURER'S
SPECIFICATIONS.
3'x3' CONDENSER PAD. COORDINATE FINAL SIZE AND SECTION WITH MANUFACTURER'S
SPECIFICATIONS.
ENTRANCE SIGN. COORDINATE WITH ARCHITECTURAL PLANS.
VOLLEY BALL COURT LOCATION. OWNER WILL COORDINATE LANDSCAPE CONTRACTOR FOR
INSTALLATION.
20'X20' EXERCISE STATION
GAZEBO
15
16
17
18
19
20
21
22
23
24
25
26
27
28
ACCESSIBLE PARKING SPACES LAYOUT
ACCESSIBLE CURB RAMP
BIKE RACK
CROSSWALK
ACCESSIBLE SIGN
WHEEL STOP
CURB TRANSITION (CONCRETE UP)
TRAFFIC FLOW ARROWS
STOP BARS
2 FT CURB CUT
4' MONTAGE PLUS MAJESTIC FENCE
4' MONTAGE PLUS MAJESTIC GATE
LIGHT DUTY ASPHALT
3 FT CONCRETE FLUME
1" = 40'
ASI#6
Site DataAddress: Wilmington Treatment Center
Partial Hospitalization Center 2645 & 2651 Carolina Beach Road
Wilmington, NCParcel ID: RO6018-010-010-000
RO6018-010-013-000Owner: Acadia Heathcare
6100 Tower Circle, Suite 1000 Franklin, TN 37067
Parcel Size: 9.03 AC (393,610 SF)Zoning: RB - Regional BusinessExisting Land Use: VacantProposed Land Use: Medical/Health (Hospital)Building DataHospitalization Building: 37,347 GSFBuilding Ht.: Varies from 22'-29'Patient Dormatories: (2 Bldgs) 34,520 GSF TotalBuilding Ht: 29'Total # Buildings: 3Total GSF: 71,867TYPE OF CONSTRUCTIONPHC:CONSTRUCTION TYPE II BPATIENT DORMITORIES: CONSTRUCTION TYPE V A
Building CoverageTotal Building Coverage: 47,348 SFProposed Building Lot Coverage: 12%Allowed Coverage: 40%PERCENT IMPERVIOUSWITHOUT PERVIOUS CREDIT: 48%WITH PERVIOUS CREDIT: 47%SetbacksFront: 25 FeetRear: 15 Feet (b)(d)Side: 0 Feet (c)(d)Max Bldg Ht. 35 feet
(a) See subsection (f)(2) below for increasedbuilding height allowances to a maximum ofninety-six (96) feet.
(b) When abutting a residential district, theminimum rear setback shall be twenty-five(25) feet.
(c) When abutting a residential district, theminimum interior side setback shall betwenty (20) feet.
(d) For every foot of increased height forstructures over twenty (20) feet, thedeveloper shall provide additional interiorside and rear yard setbacks at a 1:1 ratiowhere abutting a residential district.
CAMA Land Use Classification: Urban
ParkingREQUIRED:HOSPITAL: 1 SPACE PER 2 BEDS + 1 SPACE PEREMPLOYEE ON MAX SHIFT(96 BEDS / 2) + 48 EMPLOYEES = 96 SPACESPROVIDED: 104 SPACES (97 NON-ACCESSIBLESPACES AND 7 ACCESSIBLE SPACES)Bicycle ParkingREQUIRED:5 BICYCLE SPACES FOR FIRST 25 VEHICLE PARKINGSPACES + 25 BICYCLE SPACES PER ADDITIONAL 100VEHICLE SPACES.PROVIDED: 10 SPACESImpervious CoverageBuildings: 47,348 SFDrives: 82,244 SFPervious Parking: 5,297 SF(without pervious
concrete credit)Pervious Parking: 0 SF (with pervious
concrete credit)Walks: 27,879 SFFuture: 27,744 SFTotal: 190,512 SF (without pervious
concrete credit and including 27,744 SF of future impervious) 185,215 SF (with pervious concrete credit and including 27,744 SF of future impervious)
ZIMMER COMMERCIAL PROPERTIES, LLCDB 5550 PG 1355
MB 51 PG 341PIN# 3126-18-21-6967
ZIMMER COMMERCIAL PROPERTIES, LLCDB 5231 PG 102
MB 51 PG 341PIN# 3126-18-31-2821
IRS #7000N 161704.40 GROUNDE 2322711.42 GROUNDEL. 53.26
IPF #7001NC GRID NAD83/2011N 161782.30 GRIDE 2323097.20 GRIDEL. 50.63
VALUE PLACE WILMINGTON LLCDB 5247 PG 1294
MB 50 PG 394PIN# 3126-18-21-8568
ZP NO 143, LLCDB 5231 PG 102MB 50 PG 394
PIN# 3126-18-22-8381
ZP NO 143, LLCDB 5231 PG 102MB 50 PG 394
PIN# 3126-18-21-6967
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CITY OF WILMINGTONDB 5739 PG 2595
MB 58 PG 62LOT F REVISION
PIN# 3126-18-32-0391
CITY OF WILMINGTONDB 5739 PG 2595
MB 58 PG 6250' NON MUNICIPAL ACCESS AND
UTILITY EASEMENT
CITY OF WILMINGTONDB 5739 PG 2595
MB 44 PG 2530' NON MUNICIPAL ACCESS AND
UTILITY EASEMENT
ZP NO 143 LLCDB 4065 PG 15MB 44 PG 25
PIN# 3126-18-32-2362
CIT
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N63°56'56"E 214.11'
N26°03'04"W100.00'
N26°03'04"W181.50'
N26°03'04"W
76.60'
N89°02'10"E 156.77'
N83°34'56"E53.09'
N89°02'10"E 50.00' N89°02'10"E 160.96'N89°02'10"E 161.78'
N00
°48'
37"W
3
46.5
2'
N78°35'02"E 393.57'
S00
°48'
37"E
1
90.0
8'
N85°28'23"E 150.06'
S19°18'55"E86.17'
S89°36'05"W 135.35'
N00
°23'
55"W
2
81.0
1'
S89°36'05"W 137.37'S89°36'05"W
15.91'
S89°36'05"W 70.45' S89°36'05"W 236.56'
S63°56'56"W 245.47'
S18°56'56"W21.21'
(100' PU
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RIG
HT O
F WA
Y)
BUILDING
31.0
9'28
8.79
'71
.55'
71.6
3'S00
°47'
29"E
7
51.2
3'
288.
16'
22
14
12
13
15
16
23
24
25
27
28
26
29
34
35
31
33
2021
19
9
7
8
1
2
3
5
6
10
32
30
36
37
28 9 26
8
288
17
88
8
14
815
8
17
10
20
26
1717
2626
1717
20
262424
29
17
8
17
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88
268
29
17
17
15
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19
19
22
19
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101111
8888
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17
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17
1316
8
8
20
8
20
10
20
8
20810
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16
6 10
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1010
12
66
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1010
12
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8
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129
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88
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17" OAKTREE
14"
11"
18
11
4
17
0
GRAPHIC SCALE
4040 80
C401POST-DEVELOPEDDRAINAGE MAP
POST-DEVELOPED DRAINAGE MAP
This drawing shall not be reproduced, published, stored in an electronic retrieval system, or used in any way without written permission of the Architect. Copyright 2017 Johnson Johnson Crabtree Architects P. C.
Cra
btr
ee A
rch
itec
ts P
CJo
hn
son
Jo
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JCJ
AN
ew
P
artial H
ospitalization C
enter for:
61
5.8
37
.0
65
6
61
5.8
37
.0
65
7
Na
sh
ville
, T
N 3
72
04
45
51
T
ro
usd
ale
D
rive
fax
tel
January 13, 2017
15678.01
PROJECT NUMBER
DATE
RECORD DRAWINGS
Wilm
ingt
on
, N
CW
ilmin
gto
n T
reat
men
t C
ente
r
HH LE CA T A R E
STATE OF NORTH CAROLINA
PROFESSIONAL ENGINEER
LICENSE # 027243
CURTIS P. INGRAM
Ingram Civil
Engineering
Group, LLC212 Overlook Circle, Ste. 105
Brentwood, Tennessee 37027
615.370.7964 Office
615.370.1273 Fax
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name
Date
Planning
Traffic
Fire
NORTH CAROLINAILMINGTONWCITY OF
Date:____________ Permit #_______
Signed: ________________________
NORTH CAROLINAILMINGTONWCITY OF
APPROVED STORMWATER MANAGEMENT PLAN
Public Services Engineering Division
1" = 40'
POST-DEVELOPED SUB BASIN
ROUTING EXHIBIT
Bio-1
Bio-2
UG Infiltration 1
Wet
Detention
Post DA 6-9,17-19
Post DA 1
Post DA 2
Out
NW
Post DA 23,
25-29, 31-35
Post DA 30
Post DA 12
Post DA 3, 20, 21, 24
Post DA 4,5,10,11,13-16 22, 36, 37
(Post DA 10,15,16 Treated by
Pervious Concrete)
UG Infiltration 2