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

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UTILITY EASEMENT

CITY OF WILMINGTONDB 5739 PG 2595

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PIN# 3126-18-32-6363

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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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BUILDING

31.0

9'28

8.79

'71

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71.6

3'S00

°47'

29"E

7

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288.

16'

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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.

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January 13, 2017

15678.01

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DATE

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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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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

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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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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

15

88

268

29

17

17

15

2424

19

19

22

19

2219

12

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101111

8888

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20

8

20

10

20

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20810

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6 10

10

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12

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12

1010

12

10

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8

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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

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CJo

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enter for:

61

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37

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65

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61

5.8

37

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65

7

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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