SW8021017_Approved Plans_20200917

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IMN1 GENERAL NOTES:
9 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
EX. HOT WATERLINE --HVS-4A -
—4-4- DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
I FWS-I- ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
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0 - -A I 1 1 2. TOPOGRAPHIC & PLANIMETRIC INFORMATION TAKEN FROM SURVEYS PERFORMED BY CAPE
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FEAR ENGINEERING, DATED 8/18/2017 AND 1/10/2019, AND SUPPLEMENTED WITH
AS -BUILT SURVEY AND GIS INFORMATION PROVIDED BY UNCW.
EX. FIBER OPTIC
CONDUIT
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08/05/20 3:40 PM
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PERKIINS��
EASTMAN
520 West Sixth Street
Charlotte, NC 28202
T� [phone]
F. [phone]
Owner:
UNC Wilmington
601 S College Rd, Wilmington, NC 28403
Construction Manager:
Skanska
4309 Emperor Blvd. Suite 200, Durham, NC 27703
Civil / Site:
McAdams
2905 Meridian Parkway, Durham, NC 27713
Landscape:
McAdams
One Glenwood Ave. Suite 201, Raleigh, NC 27603
Structural:
LHC Structural Engineers
5430 Wade Park Blvd., Suite 400
Mechanical & Plumbing:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
Electrical:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
Food Service:
Ricca Design Studios
515 Washington Street Norwell, MA 02061
Acoustical Consultant:
Thorburn Associates, Inc.
2500 Gateway Centre Blvd, Suite 800, Morrisville,
NC 27560
PROJECT TITLE:
UNCW
SOUTHEAST
DINING FACILITY
PRICE DRIVE, WILMINGTON NC 28403
SCO #: 19-21358-01 B
PROJECT No: 71193
DRAWING TITLE:
E X" I S T I N C1.3
CONDITIONS
CD PACKAGE 2 - BUILDING
08-05-2020

NO. DATE ISSUE
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PERKINS
EASTMAN
520 West Sixth Street
Charlotte, NC 28202
T. [phone]
F. [phone]
Owner:
UNC Wilmington
601 S College Rd, Wilmington, NC 28403
Construction Manager:
Skanska
4309 Emperor Blvd. Suite 200, Durham, NC 27703
Civil / Site:
McAdams
2905 Meridian Parkway, Durham, NC 27713
Landscape:
McAdams
One Glenwood Ave. Suite 201, Raleigh, NC 27603
Structural:
LHC Structural Engineers
5430 Wade Park Blvd., Suite 400
Mechanical & Plumbing:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
Electrical:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
Food Service:
Ricca Design Studios
515 Washington Street Norwell, MA 02061
Acoustical Consultant:
Thorburn Associates, Inc.
2500 Gateway Centre Blvd, Suite 800, Morrisville,
NC 27560
PROJECT TITLE:
SIGNAGE UNCW
YARD LIGHTS T T
LIGHT POLESOLI 1 NEAS
POWER POLE DINING FACILITY
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL PRICE DRIVE, WILMINGTON NC 28403
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT SCO #: 19-21358-01 B
TACCESSIBLE RAMPS PROJECT No: 71193
DRAWING TITLE:
ACCESSIBLE ROUTE
OVERALL
PHASE LINE
PROPERTY LINE PLAN
RIGHT—OF—WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
SCALE: 1 "=40'
STRU-CTURAL SOIL
GRAPHIC SCALE
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520 West Sixth Street
Charlotte NC 28202
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REINFORCED TURF
BICYCLE RACKS BY OTHERS,
LIGHT DUT UTY ACCESS LIMITS.
(2) BENCHES PAVER 1 PAVER 2 (2) BENCHES
0
BASE BID: CONCRETE PAD
One Glenwood Ave. Suite 201, Raleigh, NC 27603
DECORATIVE SECURITY
(n —
BOLLARD (UNCW TYP.)
ROUND PLAN
ROUND PLANTER (TYP.) TER (TYP.)
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END OF PROPOSED
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HAWK WALK PAVING
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5430 Wade Park Blvd., Suite 400
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a4 1927 S. Tryon St. Suite 300, Charlotte, NC 28203
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1927 S. Tryon St. Suite 300, Charlotte, NC 28203
DIMENSIONS SHOWN FOR <
REFERENCE ONLY. ALIGN >
LIGHTS BETWEEN BUILDING
WINDOWS
Food Service:
Ricca Design Studios
50' VEGETATED
515 Washington Street Norwell, MA 02061
SETBACK (APPROXIMATE
FIRE APPARATUS
ACCESS LIMITS.
. .. .. REINFORCED TURF
TIE INTO 61STING Acoustical Consultant:
SIDEWAOK
I Thorburn Associates, Inc.
2500 Gateway Centre Blvd, Suite 800, Morrisville,
SITE LEGEND NC 27560
SIGNAGE
YARD LIGHTS
FURNISHING SCHEDULE MATERIALS LEGEND LIGHT POLE PROJECT TITLE:
SYMBOL FURNISHING QUANTITY BASIS OF DESIGN PRODUCT SYMBOL TYPE STYLE/IVIANUFACTURER DETAIL # COLOR/FINISH Cob POWER POLE
TRASH & RECYCLING 6 SD-242 BY VICTOR STANLEY, TRAFFIC DIRECTIONAL ARROW UNCW
RECEPTACLE BLACK POWDER COAT FINISH
LIGHT DUTY PAVER 1 SQUARE -EDGE 4"x 8"x 2.25" C-802 1 PATHWAY FULL RANGE ACC ACCESSIBLE PARKING STALL SOUTHEAST
. . . . . . . . . . .
BENCH 7 C-10 CLASSIC SERIES BY VICTOR STANLEY, IFE 8,000 PSI VAN VAN ACCESSIBLE PARKING STALL
SEAT AND BACK, BLACK POWDER COAT FINISH BY PINE HALL BRICK OR APPROVED EQUAL PARKING SPACE COUNT DINING FACILITY
CIRCULAR POT 10 VCS-3000 VILLAGE COLLECTION BY TOURNESOL LIGHT DUTY PAVER 2 SQUARE -EDGE 4"x 8"x 2.25" C-802 1 PATHWAY COCOA
SITEWORKS, NATURAL PRECAST FINISH TO MATCH SITE 8,000 PSI ACCESSIBLE RAMPS
WALL CAPS, 30"DIA X 30" H BY PINE HALL BRICK OR APPROVED EQUAL PRICE DRIVE, WILMINGTON NC 28403
_X_ ORNAMENTAL FENCE 10OLF MONTAGE PLUS MAJESTIC 2-RAIL BY AMERISTAR TYPE @ TYPE (g) TYPE (D
OF APPROVED EQUAL. BLACK FINISH
SQUARE -EDGE 4"x 8"x 2.75" C-802 1 PATHWAY FULL RANGE
HEAVY DUTY PAVER 1 6606860000 ACCESSIBLE ROUTE SCO #: 19-21358-01 B
..........
PEDESTRIAN LIGHT 8 WINDSOR 40 LUMINAIRE, 13-TAPERED POLE WITH NYCL 10,000 PSI
BASE BY BEACON, BASIC BLACK TEXTURED FINISH BY PINE HALL BRICK OR APPROVED EQUAL n I I I I I I I I I I E PHASE LINE PROJECT No: 71193
PROPERTY LINE
HEAVY DUTY PAVER 2 SQUARE -EDGE 4"x 8"x 2.75" C-802 I PATHWAY COCOA
RIGHT-OF-WAY LINE DRAWING TITLE:
10,000 PSI
BY PINE HALL BRICK OR APPROVED EQUAL LOT LINE
X X X X X X EASEMENT LINE
ASPHALT TYPE S - 9.5B, SEE SPECIFICATIONS REF CIVIL PLANS
X� XX XX XX XX XX CENTERLINE
K X X X X X X SITE PLAN
71 77� /A
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<1 LIGHT DUTY CONCRETE 3,000 PSI, SEE SPECIFICATIONS C-802 I NATURAL, MEDIUM BROOM FINISH
C-802 1 NATURALIVIEDIUM BROOM FINISH
HEAVY DUTY CONCRETE 4,000 PSI.,. SEE. SPECIFICATIONS.
STRUCTURAL SOIL STALITE PERMATIL STRUCTURAL SOIL FOR TURF C-802 11 8" DEPTH, MIX PER MANUFACTURERS RECOMMENDATION
AND FIRE LANES OR APPROVED EQUAL GRAPHIC SCALE
0 10 20 40
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SCALE: 1"=20'
CD PACKAGE 2 - BUILDING
08-05-2020

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. . . .. . . -RING RCP----/
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520 West Sixth Street
C>V
Charlotte, NC 28202
24- O-RING R�P tT. [phone]
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F. [phone]
EXISTING SHEDS
LIMITS OF DISTUR43ANCE fill
34
EXTENSION (TYP/.)
Owner:
(3.16 ACRES�-/
UNC Wilmington
601 S College Rd, Wilmington, NC 28403
:b
Construction Manager:
Ike f
rb
4309 Emperor Blvd. Suite 200, Durham, NC 27703
Civil Site:
McAdams
1 14- 1 2905 Meridian Parkway, Durham, NC 27713
19
Landscape:
McAdams
A One Glenwood Ave. Suite 201, Raleigh, NC 27603
'UP
-UP.-
Structural:
r
0 LHC Structural Engineers
d
5430 Wade Park Blvd., Suite 400
(P
#NEWHA-2021 -001
NCDEQ LQ PERMIT
PREVIOUSLYt APPROVED
(1 .57 ACRES) Optima Engineering
-4
Mechanical & Plumbing:
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
DI-102
T/G=33.34
INV IN=28.01 (DI-103) 9
. . ... Electrical:
INV OUT=28.01
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
4�
DI-101
Food Service:
T/G=33.2�
INV IN=27-�76 (DI-102) Ricca Design Studios
V OUT=27.77 515 Washington Street Norwell, MA 02061
EXISTING
CONC �rTE-,WAL.
Acoustical Consultant:
Thorburn Associates, Inc.
2500 Gateway Centre Blvd, Suite 800, Morrisville,
NC 27560
10 _A3r
CONFLICT BOX
RIM=33.19
PROJECT TITLE:
BASKETBALL \:D
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SITE LEGEND
COURT
S1
SIGNAGE
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UNCW
YARD LIGHTS
Ids
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VOLLEYBALL
LIGHT POLE
UNCW STUDENT RECREATION CENTER
COUR
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BASKETBALL \9 DINING FACILITY
2-
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4-
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0
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rM 0, � I 3P
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1_5�
MAX, 4A
ACC ACCESSIBLE PARKING STALL
PRICE DRIVE, WILMINGTON NC 28403
:e"`W,
VAN VAN ACCESSIBLE PARKING STALL
....... f4
PARKING SPACE COUNT
141
ca SCO #: 19-21358-01 B
BASK[TBALL ACCES
SIBLE RAMPS
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NC GRID (NAD83) 08-05-2020
d

INO. DATE ISSUE
t IIEX. CATCH BASIN
EX. UNDERGROUND
IELECTRICAL CONDUIT
LD y LIMITS OF DISTURBANCE
TIE TO CONCRETE SIDEWALK
EXISTING, GRADE b \.'23 4 8 2 W_ LDT jj) t:S EXISTING CONCRETE WALK
T I18' H 34168' TonyaJon
T 1 08/1 1/20 1 1 1 5 AM
SEAL
EX. CHILLED WATERLINE
t LIMITS OF DISTURBANCE
MID.) �X, EX. CATCH BASIN IIRIM 3309'
33.133 IT BOB 28.56'
f(FULL OF WATER AT TIME OF SURVEY)
I> PERKINS
I I (D y I
tEASTMAN
520 West Sixth Street
TIE TO EXISTING 24"
11ANUARD CURB AND
CONCRETE WAI K ELFCRICAL CONDUIT Civil Site:
McAdams
LIMITS OF DISTURBANCE— Pl- One Glenwood Ave. Suite 201, Raleigh, NC 27603
EXISTING
POND
1ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
\ � CONTRACTOR PRIOR TOCONSTRUCTION, CONTRACTOR SHALL NOTIFY THE ENGINEER |FANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR
EXTENSION STORM DRAINAGE GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY
/ WORK DONE DUE TODIMENSIONS ORGRADES SHOWN INCORRECTLY ONTHESE PLANS |FSUCH
/ \ NOTIFICATION HAS NOT BEEN GIVEN.
/ \
/ I OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
/ FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5)
/ IFEET IN DEPTH. EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A
/ \ TMENCHSAFBYSYSTEYN8YAREG|STEREDPRDFE3S|ONALENG|NEEB,PROV|DEDBYCONTRACTOR
RESPONSIBLE FOR EXCAVATION.
3. CONTRACTOR SHALL NOTIFY "NCA11"(811)OR(1-80O^ 32~4949)ATLEA0^3FULL8U6|NESSDA8S
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIESTHAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENG NEER
IMMEDIATELY.
\ 4. A PRE -CONSTRUCTION CONFERENCE WILL BE HELD PRIOR TO ANY LAND DISTURBING ACT IVITY
AS
13 DEEMED NECESSARY, THE OWNER, ENGINEER, CONTRACTOR, AND REPRESENTATIVES FROM
~ NCDEQ W`I`LL BEINVITED TO ATTEND THE MEETING. FOR NCDEQ REPRESENTATIVES, CONTACT
/ 0V|S|ONOFLAND QUALITY AT(91V)796-72l�PR|OR��START�FCONSTR�CT0N
' \
' �. CONSTRUCTION, MAINTENANCE AND REN1OVALOFALL EROSION CONTROL DEVICES ARE THE
- RESPONSIBILITY OFTHE GENERAL CONTRACTOR. TIMING OFREMOVAL SHALL BECOORDINATED
WITH THE EROSION CONTROL INSPECTOR.
\ /~
5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE
BASED ONAFIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
/Dr103 SHALL VERIFY FIELD CONDITIONS PRIOR 0BEGINNING RELATED CONSTRUCTION. ANY
T/�
'
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/ INV |N 2g55 D! vQ4)
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/ �mV �. 80LUNDER BU|L��N�PAVED AREAS AND VV�H|NSLOPES GREATER THAN 3:1(H�)8HAL BE
APPROVED, PLACED AND COMPACTED *GRECOMMENDED BYTHE GEOTECHNICALENGINEER.
/^ 8. CONTRACTOR SHALL ALSO OBTAIN A UNCVVDIG PERMIT PRIOR TOCUNSTRUCOONACTV�|Ef.
/ CONTRACTOR SHALL ALLOVVFOR 7DAYS FOR 0GPERK4D^PRO[ESS|NG.THE PERMIT CNCAN BE
FOUND ATTHE UNCVVVVGWS|TE:
' �� �� �� �� �� �� �� �� �� �� �� �m�� �� �� ---------_---------------'--------------------------- - '
(httpsvywww.uncw.edu/ba/fad|nies/porms/dN-permit.pdf
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n�u��xv=oo u�oo�u� ~�u�u~ °�oxu�m�x �� ��«���
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NOT EXCEED s96AND CROSS SLOPE MAY NOT EXCEED 2Y6.
Structural:
RIM 3�em LHC Structural Engineers
'~'- ~~ —RCP ---- o4ouWade Park Blvu.,Suw,4vv
_ OUT _ -_ _-. ' '
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K���K�VU��� LEGEND
����� ���������
~~`~^~~'''- 1827 S.Tryon St. Suite 3O0.Charlotte, NC 28203
U | ENDVALL SECTION
CATCH BASIN Electrical:
EX. HOT WATERLINE .-CW
Optima Engineering
DROP INLET
1827S.Tryon St. Suite @OO,Charlotte, NC 28203
IfJ � STORM SERVICE INLET
� STORM SERVICE ROOF -DRAIN
EX,FIBERFoodSomiom''
CONDUIT- JUN{��V4 BOX
- Ricca Design Studios
-~~=� DRAIN/GE FLOW ARROW
515Washington Street Norwell, &4A 02061
Ek CHILLED y WATERLINE LINE BREAK SYMBOL
IIT 250.50TOP 8u BOTTOM CURB ELEVATIONS'
��"'"" Acoustical Consultant:
TOP OF WALL ELEVATION ` Inc.
----- BOTTOM OF WALL ELEVATION 2500 Gateway Centre Blvd, Su/be000' K8on1avi||e`
| / � (NOTE: BOTTOM OF WALL IS GROUND N1�2758U
EX. - � 9 / ^'' /` NOT WALL FOUNDATION)
RIM 3�9� � / � // ELEVATION ' ^/N'
|E ouT 1sr RCp 3� 2' / ; ° '''
/ ' T ' ' f 25060 SPOT ELEVATION
/ .
/ rr/ STORM DRAINAGE
PROJECT � ` .°"�". ...=_.
�
r�» 1 ---' ' � ------- ' � ---- STORM SERVICE LINE
ROOF DRAIN, M^ ADS UNCW
nm---�o---no' NON -PERFORATED BN0 OR
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y T / � ' COVER PVC SCHEDULE |N
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PERKINS
EASTMAN
520 West Sixth Street
Charlotte, NC 28202
T. [phone]
F. [phone]
Owner:
UNC Wilmington
601 S College Rd, Wilmington, NC 28403
Construction Manager:
Skanska
4309 Emperor Blvd. Suite 200, Durham, NC 27703
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Civil / Site:
McAdams
2905 Meridian Parkway, Durham, NC 27713
Landscape:
McAdams
One Glenwood Ave. Suite 201, Raleigh, NC 27603
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Structural:
LHC Structural Engineers
5430 Wade Park Blvd., Suite 400
Mechanical & Plumbing:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
Electrical:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
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Food Service:
Ricca Design Studios
515 Washington Street Norwell, MA 02061
Acoustical Consultant:
Thorburn Associates, Inc.
2500 Gateway Centre Blvd, Suite 800, Morrisville,
NC 27560
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UNCW
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BLOW -OFF ASSEMBLY
1. ALL SITE WATER & SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. CONTRACTOR SHA L
-W PERSONNEL ON THE TIMING FOR TIE-IN TO EXISTING WATER LINE.
LIMITS OF COORDINATE WITH UNC SANITARY SEWER MANHOLE
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v
3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO WATER AN SEWER
(TYP.) T SEWER CLEAN -OUT
LINE INSTALLATION. ANY CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION TO THE ENGINEER IMMEDIATELY.
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4. CONTRACTOR SHALL REPAIR ANY UTILITY OR STRUCTURE DAMAGED DUE TO CONSTRUCTION AT NO EXPENSE TO THE OWNER. ANY REPA IRS SHALL BE COO INATED
�2­ SCO #: 19-21358-01 B
WITH UNC-W AND ENGINEER.
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5. ALL UNDERGROUND LINES, EXCEPT LAWN IRRIGATION LINES, SHALL HAVE A WARNING TAPE INSTALLED IN THE BACKFILL BETWEEN 6 INCHES TO 24 INCHES ELOW y
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FINISHED GRADE DIRECTLY OVER PIPING.
ARROW PROJECT No: 71193
5.1. METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC WARNING TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BU IED LINE
Y
BELOW.
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YARD LIGHTS
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BURIED LINE BELOW. f
5.3. 2012 NC FUEL GAS CODE, SECTION 404.15.3 TRACER: AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR SHALL BE INSTALLED A JACENT
"UTILITY
LIGHT POLE
TO UNDERGROUND NONMETALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUN AT THE
CIU POWER POLE
If
END OF THE NONMETALLIC PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18-AWG AND THE INSULATION TYPE SUITABLE FOR DIRECT BURIA
6. 2-FT HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND CHILLED WATER SHALL BE PROVIDED. (15A NCAC 02T.0305.F)
7. NO FLOWABLE FILL BACKFILL REQUIRED AS LISTED IN SPEC 312334
PLAN
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GENERAL NOTES:
To WATER
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ly
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO GAS OR WATER PIPES, SEWERS, DRAINS, TELEPHONE OR POWER
- - UTILITY SLEEVE
If
CONDUITS, OR OTHER STRUCTURES. WHEN UTILITY LINES THAT ARE TO BE REMOVED ARE ENCOUNTERED WITHIN THE AREA OF
SANITARY SEWER
S U E D SCALE: 1 20'
OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE WITH AMPLE TIME FOR THE NECESSAR
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TAKEN TO PREVENT INTERRUPTION OF THE SERVICES. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE 1_002�TIAOIN 0
SEWER SERVICE LINE
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UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH- UTILITIES I.S_ NOT KNOWN 114- ALL CASES. TRE COt4TRACTOR SMALL EXP o SEWER FORCE MAIN
FM— FM —
AREA AHEAD OF THE GRADING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, AND BY PERSONAL CONTACTS WITH UTI
COMPANIES, AND LOCATE SUCH UTILITIES IN ADVANCE OF THE TRENCHING OR GRADING OPERATIONS, AND SHALL CONDUCT
—G—G—G—G— GAS LINE
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO THE EXISTING STRUCTURES OR UTILITIES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH ALL CURRENT LOCAL, STATE, AND OSHA SAFETY CODES DURING ALL OU— OU— OVERHEAD UTILITY
PHASES OF THE WORK. CONTRACT PRICES ESTABLISHED FOR THE WORK SHALL INCLUDE COSTS ASSOCIATED WITH THE PROVISION OF GRAPHIC SCALE
SAFETY EQUIPMENT, AND PERSONNEL NECESSARY TO COMPLETE THE WORK, INCLUDING, BUT NOT LIMITED TO, TRENCH BRACING, AND 0 10 20 40 ND ELECTRIC
I i I I CD PACKAGE 2 BUILDING
PERSONNEL LICENSED BY OSHA AS COMPETENT FOR EVALUATING SOIL STABILITY. I
—T—T—T—T— TELEPHONE
3. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING CONDITIONS. 1 inch 20 ft.
4. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING 10" WATER LINE PRIOR TO TIE-IN AND NOTIFY THE ENGINEER OF ANY EASEMENT LINE
DISCREPANCIES. 08-05-2020

i
NO. DATE ISSUE
i
1
f
VAN ACCESSIBLE SIGN 6"H X 12"W NOTE: FOR THIS APPLICATION THE
MUTCD R7-8A - SEE SITE PLAN SIGN MAY BE MOUNTED ON A POST,
FOR LOCATION THE BUILDING FACE, A COLUMN OR VAN ACCESSIBLE SIGN
VAN OTHER FIXED MOUNTING SURFACE. (AS REQUIRED) o
1 /4" DIA. X 2 1 /2" LONG TRUSS m
ACCESSIBLE HEAD GALVANIZED BOLTS THRU TYPE R7-8 SIGNS �.�.� NOTES:
SIGN AND POST, TOP AND BOTTOM APPROVED FOR USE H • z 1,0 EXPANSION JOINT Q
MAXIMUM PENALTY SIGN © (SEE STD. e4e.O1 } cRosswALK
r-"�26 CONSTRUCT STANDARD SIDEWALK 5 WIDE AND
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N --4 =yam, 4" THICK UNLESS OTHERWISE DENOTED ON PLANS . a Q z
RESERVED s--0" m z r m PLACE A GROOVE JOINT 1 " DEEP WITH 1/g" RADII 1.
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PARKING,,, 18 GAUGE GALVANIZED SHEET METAL 7 $ . z H `a`; -'�� IN THE CONCRETE SIDEWALK AT 5' INTERVALS. x ~ � LU
SIGN 18"H x 12"W MUTCD R7-8. q F-+ fit, w C) C> ri j.m
_ �,„ t"s � z ONE EXPANSION JOINT WILL. BE REQUIRED AT 5O � �cabo
" INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
H WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. CL
COLORS` g �' w
LETTERS, BORDERS mb,
SEE STD. DWG. 848.05 FOR. WHEELCHAIR RAMP LOCATION slDewA�K
AND ARROWS - GREEN �. O�-o"
,s. . � �� ;;�° ' � HEIGHT TO BOTTOM OF SIGN WHEN REQUIREMENTS AND CONSTRUCTION GUIDELINES.. INTERVALS`
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?• HANDICAP SYMBOL -WHITE ON BLUE ll
NOT PASS BY OR UNDER THE SIGN. '�`�
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Design and Construction Guidelines
2.01 Speed Hump with Crosswalk Detail
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FURNISH AND INSTALL AT BACK OF SIDEWALK -• !A TRANSVERSE EXPANSION JOINT
EACH PARKING SPACE MARKED y �' o PLAN VIEW -©
Cy IN SIDEWALK IW
ACC OR VAN ON SITE PLANP>F- W
9� 111 �'' �" EXPANSION JOINT99
FILLS" WIDE x 1" DEEP GROOVED OR _ Z
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GRADE X / SEALING COMPOUND tS
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HEIGHT TO BOTTOM OF SIGN WHEN WALL, ETC ,/7. ," RAD RAD
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SET POST IN 12" DIAMETER BY PEDESTRIAN PATH FROM CAR TO WALK +'p °
1 I I a d " FOOTING
PASSES BY OR UNDER THE SIGN.
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t � ,'a:a' a:.o'J••a•;.b'•••i'.a't•,o,�.o'�•'a:•a•"a:.o•:.'r,,•,,o•
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! SIDEWALK CONC. PAVEMENT
ACCESSIBLE> PARKING SPACE SIGN SHEET 1 OF 1 IDETAILS SHOWING JOINTS IN CONCRETE SIDEWALK SHEET 1
OAR nil84�
3" ASPHALT SURFACE COURSE (S9.5B)
8" COMPACTED ABC STONE
•-COMPACTED SUBGRADE
/ SEE SPECIFICATIONS SECTION 312000.
+,A HEAVY DUTY ASPHALT PAVEMENT DETAIL
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N.T.S.
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3s12 ue,Se Asphalt Paving ASPHALT PAVEMENT PARKING BAY DETAIL
Issue September 2017 Page 2 of
N.T.S.
CURB
(0„-6") CURB TAPER
CURB TAPER' 6'-0" 5'-0" MIN. 6'-0" (0"-6")
(0"-6") RAMP SIDE SLOPES
NOT TO EXCEED 1:12
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0 0 a c° _ c °.,
O 000000 d a
CURB TAPER CURB TAPER
0"6" 0"-6_ "
DETECTABLE
WARNING SURFACE
NOTE: 'RAMP LANDING AREA SHALL RECEIVE A 24" DETECTABLE
WARNING SURFACE OF COLOR TO CONTRAST WITH ADJOINING SURFACES
PER ICC A117.1-2009 SECT. 705 REQUIREMENTS.
ACCESSIBLE SIDEWALK RAMP
N.T.S.
CURB JOINT
TOP OF CURB S-O" (TAPER)
...�..............................
PAVEMENT/FINISH GRADE
END OF CURB
NOSE --DOWN CURB DETAIL
N.T.S.
N.T.S. - � • ry •.
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NOTES,.
1 /2" RAD. 6" 18" CONSTRUCT STANDARD SIDEWALK 5' WIDE AND � i=-t CC.�
D 3" RAD.
D SLOPE _ 1 /2" /FT. `n
P
v v
D v
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24" I
STANDARD 24" CURB AND GUTTER
1 /2" RAD. 6 " 1$
ls
3" RAD.
0 P
D v r
SLOPE = 1/2"/FT.
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v v
11 24"
24" SPILL CURB AND GUTTER
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS. 15' MAXIMUM BETWEEN DUMMY JOINTS ON MACHINE POURS.
2. 1 /2" EXPANSION JOINT EVERY 50'.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF SECTION 1026-2 OF
NCDOT STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH FILLER AND SEALER IN ACCORDANCE WITH NCDOT
ROADWAY STANDARD DETAIL 846.01. THE JOINT MATERIAL SHALL CONFORM TO SECTION 1028 2 OF
THE NCDOT STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER SUPERELEVATION RATES.
24" CURB AND GUTTER
N.T.S.
BACKER ROD (STRAIGHT JOINTS ONLY)
SEAL PREFORMED FIBER EXPANSION
JOINT WITH COLORED JOINT
SEALANT/CAULK. COLOR SHALL CONTROL JOINT (TYP) SAW
MATCH ADJACENT CONC. AND SE �e ,r A d • 1 DEEP AS
APPROVED BY OWNER'S SHOWN ON PLAN
" RADIUS REPRESENTATIVE
ADJACENT PAVED OR
VERTICAL SURFACE
A4.. a4
d 4
•, a 4, -0 Z
° ° a e °
< d 8
lb, • Z
F
1F1II ,III•„11,f�l
�-
► COMPACTED AGGREGATE
BASE
COMACTED SUBGRADE
COMPACTED SUBGRADE MEETING GEOTECHN CAL
MEETING STRUCTURAL AND AND STRUCTURAL REQ'S
GEOTECHNICAL REQ'S
COMPACTED
AGGREGATE BASE
NOTES:
1. EXPANSION JOINTS SHALL BE INSTALLED WHERE CONCRETE PAVEMENT ABUTS ALL VERTICAL
SURFACES INCLUDING BUT NOT LIMITED TO ALL BUILDINGS, STRUCTURES, STAIRS, CURBS, COLUMNS,
WALLS, LIGHT POLES, ETC.
2. WHERE WALK ABUTS RIGID STRUCTURE, JOINT SHALL BE WATERTIGHT.
3. PROVIDE EXPANSION JOINTS 0 10' O.C. MAX UNLESS OTHERWISE SHOWN/ REQUIRED. (SEE
MATERIALS & STAKING PLAN)
4. CONTROL JOINT SPACING SHALL BE EQUAL TO SIDEWALK WIDTH BUT IN NO INSTANCE EXCEED 6'.
SEE MATERIALS & STAKING PLAN FOR ALL OTHER JOINT SPACING)
5. SAW CUT TO A MIN. DEPTH OF 1". CONTRACTOR TO CLOSELY COORDINATE LOCATIONS AND DESIGNS
PRIOR TO AND DURING CONSTRUCTION.
6. ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE REQUIRED BY PROJECT SPECIFICATIONS.
7. CONCRETE AND BASE DEPTH TO BE VERIFIED BY GEO£ T CHNICAL ENGINEER. DEPTHS MAY BE
MODIFIED TO MEET ALL LOADING REQUIREMENTS.
8. REFER TO STRUCTURAL FOR CONCRETE REINFORCEMENT.
HEAVY DUTY CONCRETE PAVING
SCALE: V=V-0"
4 THICK UNLESS OTHERWISE DENOTED ON PLANS.
c _
PLACEGROOVE JOINT 1 " DEEP WITH 1 8" RADII
1/g" RAD OF
z U.
1,-
�� � � 0 =`
.A
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
JOINT SEALER SIDEWALK
U- Q
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
p�"d
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
• ` .'p
''•p
'O.'° •Y ak+".. ,Op,
Z
�F-4
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
,°'' 7Y •f►': IP'.'° •':° il` ° •°
.¢' .., ; ., .. , i .. # .• r •.
cis
a,.i!' a,,b•' a:•�' w..d , is �•, .a' c*. 4' c>.•
w
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
1/2" JOINT WIDTH
JOINT FILLER
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
Q M
1/2" EXPANSION JOINT
FILL 3/8" WIDE X 1" DEEP GROOVED OR
X
9 W
SAWN JOINT WITH JOINT
z W
SEALING COMPO ND
t--
BUILDING,
_
41
WALL, ETC_.
g>, RAD 1/8" ,'RAD
_
< c
_
. .
v`.:�. a..a` ,".c' w:.o� Rs":A p
p a c.. v a. s►
PROPOSED' o c. a '
�. ., �„
•••°'•
OC
f
b[ff1C]
!'4Dl+
-
PAVEMENT '� �
r, i/ rr RAD, Srr Grr 3� rt RAD. i� PAVEMENT 1 rr RAD , SURFACE
1/2
RAD. 6 ` 2' 0 r 8 Wig" RAD . 1''f r► RA SURFACE 3 H C.a
,r a LL, J rLL
3 RAD it RAD. Ic� C� arc z
+w' v 8 ° P ; I uc o j cc ° Cr Z 3:v r1' ` °' �,' t\t :v. tU 1 " RAD. U)1- C}
Uj
2j<_RrrRAD. 1'-t7" C> t
z
'«G,1 CURB AND `GUTTER 1►,;;5+► CURB AND GUTTER Srr tL
tL
4'-Or' PROPOSED CONgBETE CURB GQNG89TE 9961
r u EDGE OF
2!-0" 2 r i1` PAVEMENT ` 2" RAID. 2 ` -Orr
R,r 2'-4►r T 1 rr r, z 1 r-orr 1'-Ott
/ RADIUS i LO
v
If
Q is rr - ,,
;+T ,tr rX• �l• , ;4 err' 6"i� N. 7r' Q Cr
u to LL
►, 1 rr cc
EXPRESSWAY GRTTER Sfiggkggll BERM GUTTER „ +► TT W
B X MEDIAN CUR B VALLEY GU E
..
SECTION VIRM OF CURBS aR CUR�lS AND GUT ERS a cia ad
GENERAL NOTES FILL ,► x 1 " DEEP a U g'
-PLACE CONTRACTION EXCEPT THAT JOINTS AT 10' INTERVALS, GROOVED OR SAWN � 0
<C T WITH J ®IIVT W 0
A 15;' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN EALER ! co 1-- U
SATISFACTORY SUPPORT. FOR THE FACE FORM CAN BE OBTAINED: S � JOINT SEALER W
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. Wig" RAD, 1/8 ►, RAD. GUTTER
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. ,,�•, � PAVEMENT SURFACE
-CONTRACTION JOINTS MAYBE INSTALLED WITH THE USE OF ^C3
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. ,; • , o; , . �v , p►„
CONSTRUCT NON TEMPLATE .FORMED JOINTS AL MI N. fi OF 11/2 DEEP. , . � •' `" •
Q,
-FILL ALL CONSTRUCTION JOINT, EXCEPT IN tX6 MEDIA URB �r•
.... • � ' ' � _�' �' " • , .. . �....
PROPOSE©
WITH JOINT FILLER AND SEALER. .
CURB � GUTTER ; �Rn�'.:
_
SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT`TO
ALL RIGID OBJECTS.. JOINT PAVEMENT'�\-JOINTFILLER
'N TUDINAI J NT TRANSVERSE EXPANSION JOINT
IN RB AND GUTTER
EECCTt'r
ON VI9rW OF JOINTS S14EF-T�I OF .3
r .ro..r. r
I
CONTRACTOR SHALL MILL EISTING
SAWCUT EXISTING EDGE OF PAVEMENT ASPHALT AT LEAST 1" BEL W EXISTING
TO PROVIDE AN ADEQUATE MATCH SURFACE TO PROVIDE OVERLAY BEYOND
LINE TO PAVE TO PROPOSED END OF TIE-IN
PROPOSED ASPHALT LAYER 2.0'
41 ° ° v a ° vQ o a e., ad 9 a°
o o C! a d.. A
EXISTING ASPHALT
LAYER (MIN. 2" THICK)
ICTI__ I ) W Ic V �,c 7,,1 1411
-I11 III 111 111 III I I III III III lil 111-t---III III III III. 11I 111
BASE MATERIAL ABC I EXISTING BASE
(SEE TYPICAL SECTION) i MATERIAL ABC
1
COMPACTED SUBGRADE
f
TYPICAL ASPHALT KEY --INS DETAIL
N.T.S.
4)'e"lle-
♦� y
�.•' SS 0"///Ij
's
SEAL i
049981
r
Tonya Jan °"H''3o��,
08/1 IL /20 11:18 M
SEAL
J
KEY PLAN
PERKIINS�Mll
EASTMAN
520 West Sixth Street
Char#otte, NC 28202
T. [phone]
F. [phone]
Owner:
UNC Wilmington
601 S College Rd, Wilmington, NC 28403
Construction Manager:
Skanska
4309 Emperor Blvd. Suite 200, Durham, NC 27703
Civil / Site
McAdams
2905 Meridian Parkway, Durham, NC 27713
Landscape:
McAdams
One Glenwood Ave. Suite 201, Raleigh, NC 27603
Structural:
LHC Structural Engineers
5430 Wade Park Blvd., Suite 400
Mechanical & Plumbing:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
Electrical:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 28203
Food Service:
Ricca Design Studios
515 Washington Street Norwell, MA 02061
Acoustical Consultant:
Thorburn Associates, Inc.
2500 Gateway Centre Blvd, Suite 800, Morrisville,
NC 27560
PROJECT TITLE:
UNCW
SOUTHEAST
DINING FACILITY
PRICE DRIVE, WILMWGTON NC 28403
SCO #: 19-21358-01 B
PROJECT No: 71193
DRAWING TITLE:
SITE
DETAILS
SCALE: NTS
�oo
CD PACKAGE 2 -BUILDING
08-05-2020

NO. DATE ISSUE
C
FR ATE D H GENERAL NOTES: � 0 s/1
BACK OF CURB f i.N $ t?.#)7 USE CLASS "B" CONCRETE THROUGHOUT( i-1 " EXPANSION JOINTS
no ' PROVIDE ALL CATCH BASINS OVER 3'-4" IN DEPTH WITH STEPS 12" ~� Q
ryRte ON CENTER. USE. STEPS WHICH COMPLY WITH STD. DRAWING 840:88. f- gyre E 40-61r 4{-6•a,:
T N OPTIONAL CONSTRUCTION - MONOLITHI, POUR, 2" KEYWAY, OR �+4 BAR !,TOWELS AT ,.a C3 � � rt +,-
a sr c u , o' ° . ° �" 12'" CENTERS AS DIRECTED BY THE E INEER. LL •-,i ? "= d 4 BARS V
Y , .•.: e Y i JA IP
- - £ FORMS FOR THE CONSTRUCTION 0 THE BOTTOM $LAB, 1r3 - T ar STD. 84D.O3 FRAME CC
GRATE &HOOD
A ... ..--.... t- If REINFORCED CONCRETE PIPE IS SE IN BOTTOM SLAB OF BOX, ADO TO SLAB LU eC cr-< Lt. •• ,« 1 1 ,
m ih ;y AS SHOWN ON STO, NO. 840.00. }" 3 ITM
..r Q
y r B " r to r rr rr O.IC TEE!, r,° ` = ~ "
8 6 z USE TYPE E, F AND G GRATES UNLESS OTHERWISE IN A ' s
FOR 8'-0" IN HEIGHT` OR LESS USE S" WALLS AND,BOTTOM SLAB, OVER LL, b D 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS ANO BOTTOM SLAB. ADJUST` G1 d CraG 1-t
to _ z ur
".. n ° .,: a , ?., ,q, QUANTITIES ACCORDINGLY. z � � F
tpCL
CONSTRUCT WITH PIPE CROWNS IWAATGHING. t•- H ux ar ('LAN
PLAN n SEE NdTE CHAMFER ALL EXPOSED CORNERS 1", W CI t++ CURB AND GUTTER' WITH CATCH BASIN ON STEEP GRADES � LtI Q
0 U_ C3
SECTION X-X DRAWING NOT TO SCALE. ups W
dpLEVAT dN ELEV, *t TOT'
tCe iz7 h tff+ a7 �± USE ON FLAT EXPANSION JOINT re
GRADES 2% AND UNDER\ 7
TOP ELEVATION y
- ..... - FRAM TE H I _ " DEPRESSED GUTTER LINE 4
SEE SS'D NO. 840..03 T P - ETD. N0. 8`' STEPS -STD:. NO. W. BiS'
EXPANSION JOINT sc p» g^
l l t
6 TOP'EL1v TI » PLAN OF 10P SLAB: SECTION -S` -4- -.
Q. ffe o ELEVATION 4
...� ..
A'--•-- - w U_ .L NORMAL CURB AND GUTTER ON LIGHT GRADES U.
CD to
d r ° v o °;a E---1 "' NORMAL GUTTER LINE W
RP �..
T -s �` W EXPANSION JOINT +r }• � CL
�"_ #3,r G $'" +„�'' " 6" 4'8 "W" BARS #4 BAR 4E.
TtJP Q
T R�
SECTION Y-Y � : c a ° , Cl " r LlSE 1INN ELEV. cc � �'
ER
lr�.-
R E HT'. °. 4, > #"! t; ... �.. DEPRESSED GUTTER LIME v
vaas _ . a ?'.. eQ w 10" ! s*awl " ��� �N ••..*,►
EXPANSION JOINT } : (� �"-" "�"..�C '► �' •• •••, �j
fjtd 1`- 'r 1 l i i.. �,, •• 'r •• Y j - .• $ ...,
!, .4 TEC�TION ". ,st p r+ ' n DOWEL- AT.I.ON' ' •• f
WHERE'30" TO 36" PIPE IS USED tl� Co url • p •
:c WHERE SECTdION !#-M5 USED (V SECTION R- NORMAL CURB AND GtITEE; OFd STEEP GRADES: 4\I : �El1L
9, SEE NOTE 64" PIPE >- ,- 049981
WHERE 30" TO 36" PIPE IS USED
'- WRIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH"BASIN(BMSED 09 MIN. NEV..,- " WITH ND RISER1, ! � z
RISER HT. ...... DIMENSIONS OF BOX AND PIPE COVER ICU.Ym CONC, IN BOX DEDUCTIONS ' C! � ••i•� � ••� 4
�, : �,, q .,•': p.: DIMENSION
VARIES 4' Q PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT BARS-U BARS-V BARSµ N TOTAL TOP BOTT� kill TQT, ONE PIPE �i •i#" ►'ij :••-
% !` > 0
o. D A B:` C G H E F NO, LENGTH NO, LENGTH Nd', LENGTH LBS, SLAB SLAB CM. R.C.+` I N Ca
i •••• •••
o : Q, , , 4; o M " t- ''! ,ar 2h � _ 2 <3 _ _ ., g.2B5 0. 72 d.015 0.02$: �
;. B 12 3 O
" " r rr Tonya Jo
i/ .::... ,';. ::,J .°•1 A. .,.:- 15 3 -0 2 ^2' 3..0. d.235 p,8 0,023 0.036.- H.
A' o',T :�� 18" 3r-Oar 2)^21r 0.235 4.8$7` 0.433 0,049,
74" 3r^Dt, 2'=73'-9' 0.235 1.d61 1 0','059 0. oar) i
Q o.
u. t�,. .'n' u• •:1 dp , . 30" 3r,0ri 2r„2" ,3xy4tt„ 4'4" 1'.2rr 4'-0a 4 1'_S' 2 3r.;r,I." 3 1 W-911 39 0.123 d,321 1.433 4,092 0.127 . 3Br,3i-G'2f-g"3r»1pr,4 _9' '-8" 4'-0" 4 V-11" 3 3,ire3 3`-9" 43 fl.4fi1 0. 3 8 1.714 0.132 0,170 08! 05 ! 20 3:47 PM
.. '. ...'!r. .. .. :err " r ".. i .. 4 , " , .1,. . r " ;: " +.. rr-
WHERE 42" TO 54" PIPE I5 USED " '* °.. , •9'- '`„ ,:: . , ..,,; • , . •, 42 3'-0 2 -2 4 -5 8:-3 1 -8 3 -2 4 1 8 2 2 11 3 2 -11 32 0.11,2 0.31$ 1',7 0.150 0.243'
... 6`Q • , ,n ... ,'„ .;:b., p ,:. 0 ,.,;'. V •. C?.,. .' 9 ,•.•^:?" ,:: ri r r, ,; .. ". ., " r "" r y, 2' '" t 9r , ."
. : 48 3 _O 2 »2 5 -0 5 -9 2 ^O 3 •2 4 2 -3 3 2 •11 3 2 »1'! 35 O. i46 4.352 2.052 0.235 0.317 '
DETAIL SHOWING METHOE! 54" 3r-0" gr_g'r gr_7" g'-3" 2r-7" 3'^2 4 710" b 2'-11" 3 2'^11" 41 .4,180 d.38ti 2.387 d..29T 4.401
sHEE•r 2 of 2 SEAL
OF RISER CONSTRUCTION SHEET I of 2
:PLAN �� 840.02 * RISER HAS ,228CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.021
;� ff ff rf {f ,f rr" ¢ TYPES F GRATES 2 ,f
43 NOTE: USE TYPE E , F ANC? G GRATE _ Q DETAIL SHOWING YP S (? 2 -11
UNLESS OTHERWISE P3ClTEi?» rah ': <C „ �C
N P P arc s USE ACCORDING TO WATER FLOW. w B 1 � U
,,,-WALL _ q ' ,r r, r, rr „ „
° 1 2Yr U o TYIPE O TYPE E TYPE F • A A 1" 1 9$ a: ZoW
: -.... SECTION - Li Si CTI011 - iYNA c> a""K
e ` ... , w
- �- WATER FLEW -.. --..- SAG -•-- WATER FLOW -�--- •` � gas{r � ac
.-
*- AI A ALIGN FRAME WITH INSIDE ►-,
FOR CONTINUATION * ..
L W CLB--__,_-- '- _.,__- ..---- _------ ----- Uj I
SEE F-SERIES DRAWINGS.._... EDGE 4F WALL T 0 AL , ► --...rf
FOR VERTICAL ADJUST EN , .?; = *-►
u WALL SECTION ;a • 1
MECHANICAL
5'' -0" MAX. EDGE OF PAVEMENT ��
,� + _ ++ q - - �. ,�. ,...
JOINTS fTYPICALI
SECTION
FINISHED GRADEA 6" X' 18°° NO PARKING ►,
CONCRETE SLEEV I N FRONT OFFDC. �, S 7'ION - PP SECTION NN' SECTION B-B
Q
FLOOR a PLAN 41 q .-_--____:....._�_ - -._a.. -_- �_�--- -_ 1 ►, 21/tr { KEY PLAN
FRAME,GRATE, & HOOD ASS'Y as- N C? --� WATER FLOW ----•►- SAG WATER FLOW - 0 O 4
M,.1.lu�1.1.1rlrr�I.iOI.MIIIi.lrlli-Ir.MrMM.F.IYMRr
U_
f, -�-� rf - _ SECTION AA PERKINS
3 6 w YPE „F„ TYPE r`E" TYPE r,Et 3: Q,
MINIMUM MECHANICAL TYPE - E"
3�_arr „ EASTMAN
c[
JOINTS h - ► RAISED FLOW ARROW 3 „ °� � 520 West Sixth Street
Ul)THRUST BLOCK (TYP.) _ K _K 1 �, .� c5 P 6" HIGH - � l © .. Z Charlotte, NC 28202
p .,,.�...,....e........... L � N Cv �. l/.1 CC RAISED FLOW ARROW 2S1 r>, O ,�
eL it a T. [phone]
a -�--- 114' PER FOOT SLOPE --*-- 4" PIP °° �C 0 , HIGH �� � � Q �... z F. [phone]
v o SECTION • AIN 0: z Err cl r- y
hLl 6t-J z
-No- M
CfT! r\ cc
w'
«tL9
J r� PEON- .,
, rn ,- p
SECTION - Jd . W 5 ,f < Ul U.t
n fr 3' - Q%rr 56rr 0 t11 us
1 q,'r' � 1 p � Owner:
- _ _ _ _ a Q � Q � >� � rf t14 -^- ^ •. i �.,�. tr C�
i-- R 31r 0 1+ 1 CC cc
UNC Wilmington
--i I ,,,_ °C U. 1 ?„ 1 "-•-�•- �- ,, 1y�f, U.601 S College Rd, Wilmington, NC 28403
1daTEa. ._ _.. -"-
14
> 4rf 2 -11� g
1 1 ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE I 6fr »+ II/2. tr «- -f� ►r 1 r1
3�2tr Gr» fr r3t�ir fr 0�Cx r 4 r "ire r �:,,. 1 S 1 i1
HYDRANT. ���44 ....."..-... 1
4 34 SECTION A -A „ 7 :ff
SECTION Kic � „ I 't � 4�$r, � ,, f' � ,s Construction Manager:
FIRE DEPARTMENT CONNECTION DETAIL-,�--
TYPE - F SECTION A -A SHEET 2 of 2 Skanska
NOT TO SCALE NooD ELEM ION SECTION - SHEET CF TYPE G $40 . i33 840.03 4309 Emperor Blvd. Suite 200, Durham, NC 27703
1 X" SQ. Civil i Site:
FIELD ADJU5IM,ENT INSTRUCTIONS DEWATERING
CONCRETE BLOCK
McAdams
CURB INLET i
_ 2905 Meridian Parkway, Durham, NC 27713
1. REMOVE THE BODY FROM THE TOP OF THE 6" DIA. W r r W W W w
1 " SQUARE MAX. =10"
INDICATOR POST ASSEMBLY. W
EXTENSION MIN.=7" q� r
W y v W W i
C7 aµ w
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM SHUT i °' q q W r W r W w W• . W
OF THE STANDPIPE FOR THE GROUND LINE TO C� ( �--� q W .. . . W - Landscape:
MATCH UP WITH STANDPIPE GROUND LINE MARK. d BODY I q q t ► q W W W W y
1 q y
p d y y One Glenwood
l wo d Ave. Suite 201 Raleigh, NC 27603
O � Qq q � � � -� A �sa � � . � I One Glen o g ,
3. CUT THE 1 " SQ. EXTENSION AT A DISTANCE
OF 9 ABOVE THE TOP OF THE STANDPIPE. r� STANDPIPE ------------
CONSTRUCTION SPECIFICATIONS it
w--
4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE (PAINTED RED)
APPROPRIATE VALVE SIZE. q [� C� C� C� Q q 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE 1N THE BOTTOM ROW~, i Structural:
5. RE -ATTACH THE BODY To THE TOP of THE , q q q q q �q,- �q TO ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2" BELOW MINIMUM 1 FOOT LHC Structural Engineers
INDICATOR POST ASSEMBLY. GROUND LINE q� Cq �JgOq a `��ca THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE OVERLAP _.5430 Wade Park Blvd,, Suite 400
GROUND LINE V q� a qq gCDq qqq (D E 0 THESTORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN
�'"'---?-----STANDPIPE o ��q �c�a c�oocQ OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
NOTE:;7 (PAINTED BLACK) q�' q (q oQa PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS. ` Mechanical & Plumbing:
POST INDICATOR VALVE SHALL BE �✓ _
LOCATED AT A MINIMUM 40-ft FROM BUILDING O 4 aq �� q q� �QQo NOTE: Engineering
„
Optima En ineerin
x q�-! " a
5-� �`� . CARET=ULtr° °¢ ST '�A�`���,"F:'� �:��,€; r � "���:1��s�ABLE WIRE MESi� WITt-I 1 %2-ICI^i OPENINGS WHERE A SITUATION OCCURS 1A�TH A 1927 S. Tryon St. Suite 300, Charlotte, NC 28203
2:1 SLOPE,GRAVEL FILTER OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. COMBINATION TYPE GRATE/INLET, EITHER
COVER GRATE INLET OR BEND ' EDIMENT
z w 12" DIA. FILTER AROUND GRATE TO ASS RE ALL
TEMPORARY SEDIMENT WIRE SCREEN DEWATERING 3. USE CLEAN GRAVEL, 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP SEDIMENT LADEN RUNOFF Is CAPTURED.
POOL
Electrical:
------ OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. Optima Engineering
D.O.T #57 WASHED STONE IS RECOMMENDED. 1927 S. Tryon St. Suite 300, Charlotte, NC 28203
1' MIN NOTES:
TO RISER ROOM 2 MAX
--- 1 �"PROTECTION 1. THE SEDIMENT FILTER SHALL BE SYNTHETIC FILTER MANUFACTURED FROM RECYCLED
_ DROP INLET SYNTHETIC FIBERS.
___ • SD 2--14
2. THE SEDIMENT FILTER WILL BE MANUFACTURED TO BY 9" IN DIAMETER AND ,FARE Food Service:
AVAILABLE IN 4', 6', 8', 10', 12', 14' AND 16' LENGTHS AND A MINIMUM OF '24"
NOT TO SCALE LONGER THAN THE CURB INLET OPENING. THIS WILL ALLOW FOR SUFFICIENT ENGTH Ricca Design Studios
TO COVER THE INLET WITH TWELVE (12) INCHES BEYOND THE INLET ON BOT ENDS. 515 Washington Street Norwell, MA 02061
\�\ DROP INLET
POST INDICATOR VALVE DETAIL SEDIMENT ee4� WITH GRATE
NOT TO SCALE CONSTRUCTION SEQUENCE
1. INSTALL THE SEDIMENT FILTER IN FRONT OF THE CURB INLET OPENING. EAC END
OF THE SEDIMENT FILTER SHOULD OVERLAP THE CURB INLET APPROXIMATELY12". Acoustical Consultant:
Thorburn Associates, Inc.
2. THE SEDIMENT FILTER SHOULD BE CLEANED IF A VISUAL INSPECTION SHOWS SILT 2500 Gateway Centre Blvd, Suite 800, Morrisville,
AND DEBRIS BUILD UP AROUND THE SEDIMENT FILTER
NC 27560
TANDARD METAL
3. TO REMOVE THE SEDIMENT FILTER , LIFT OUT OF THE OPENING.
STEEL FENCE
2STS 2'-0" IN TRENCH
PONDING
IMENT IS NOT REMOVED REGULARLY.
C ROUND POST TRENCH 4, BE ON A IS
BASISDAND IMMEDIATELY AFTER MAJOR RAIN IEVENTSION SHOULD
i {
GALVINIZED UPSTREAM END
HARDWARD WIRE PROJECT TITLE:
EXTENDS TO OF STORM DRAIN OVERFLOW OF STORM M DRAIN
OVERFLOW
i
TOP OF BOX
1/3 PIPE EXISTING INLET SEDIMENT FILTER
UNCW
�aoa DIAMETER ....... .....1/3 PIPE N.T.S.
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PRICE DRIVE, WILMINGTON NC 28403
0�o ��; MASHED STONE HARDWARE
id 1 r w I I bl I r I
BURY BOTTOM FILTER ACROSS ILW� IW ILW CLOTH 1L
1'- ___- OF PLYWOOD P/YWOOD EXTERIOR PIPE INLET BCO #: 19-21358-01 B
4
# 57 WASHED STONE PLACED
TO A HEIGHT; OF 12"-1$" MIN. FIGURE i FIGURE 2 ! PROJECT No: 71193
ABOVE TOP OF BOX
ILLUSTRATION OF STONE FILTER INLET DRAWING TITLE:
ILLUSTRATION OF PLYWOOD INLET PROTECTION!!
STANDARD POST & GRAVEL INLET PROTECTION CONSTRUCTION PROTECTION FOR STORM DRAIN UNDER STORM DR-AINAU"E,
FOR STORM DRAIN UNDER CONSTRUC ON
CONSTRUCTION
WATER & EROSION
CONTROL. DETAILS
SCALE: NTS
CD
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NO. DATE ISSUE
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DRAINAGE AREA -DINING
TOTAL DRAINAGE AREA = 149,988 SF 9 ` a " ".tti
TOTAL IMPERVIOUS AREA = 65,705 SF� 4 ` _°��7 f'•
01
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AM
f ., �x � cc d c / p �l ,V � .eX Sr'^�' .c, , �:x � • ���'.. ,r+ � _ -
SEAL
NO PROPOSED
DINING HALL �
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PERKINS
/ \, DRAINAGE AREA - REC AREA (FUTURE)=�p
TOTAL DRAINAGE AREA = 379,528 SF
EASTMAN
/ \ f �
TOTAL IMPERVIOUS =126,054 SF 520 West Sixth Street
, ap \ Charlotte, NC 28202
} �l T. [phone]
F. [phone]
211
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Owner:
UNC Wilmington
601 S College Rd, Wilmington, NC 28403 .. _
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onstruc#ion Manager:
Skanska
_ f
v 4309 Emperor Blvd. Suite 200, Durham, NC 27703
xy
1011-4 t
\ ✓ ` �Civil /Site:
f
O�
e � � McAdams
2905 Meridian Parkway, Durham, NC 27713
Landscape:
McAdams
One Glenwood Ave. Suite 201, Raleigh; NC 27603
DRAINAGE AREA - HUB + HUB BYP DRAINAGE AREA - P3 PROJECT �` \ 'c \ �/ i .--"
�� / Structural:
LHC Structural Engineers
• yr 6 / ""� 5430 Wade Park Blvd., Suite 400
+/ \ ''
Mechanical &Plumbing:
Optima Engineering
1927 S. Tryon St. Suite 300, Charlotte, NC 282M
Electrical:
Optima Engineering
1927 S., Tryon St. Suite 300, Charlotte, NC 28208
✓° ` u E
ood Service:
Ricca Design Studios
Washington Street Norwell, MA 0 1
515 Washin to t orwe 206
{ h O
tt \e • ._...- Acoustical Consultant:
f,, N Thorburn Associates, Inc.
�, r 2500 Gateway Centre Blvd, Suite 800, Morrisville,
A NC'27560
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PROJECT TITLE:
UNCW
4
LEGEND
SOUTHEAST
h �,�, }� � �� .�•� � � DRAINAGE AREA - P3 PROJECT
.,,M z r n 1 DINING FACILITY
M � ��(FUTURE) � DRAINAGE AREA -REC AREAN 1PRICE DRIVE, WIL.MINGTON NC 28403
A u DRAINAGE AREA -DINING HALL SCO#: 19-21358-01B
w. >� PROJECT No: 71193
DRAINAGE AREA - HUB + HUB BYP
DRAWING TITLE:
°PERMITTING EXHIBIT
PERMIT BOUNDARY (SW8 021017)
(WITH MCADAMS
APPROVED UPDATES)
NORTH CARO-11MA W
IRONNIENTAI
MMAGEMENT COMMISSIONSCALE: 1" = 100'
9CNlI�
GRAPHIC SCALE
o so ioo ZooPROPOS
1 inch =100 ft.
CD PACKAGE 2 - BUILDING
08'-05-2020

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OWNER:
UNIVERSITY OF NORTH CAROLINA - IVILAMGTON
601 SOUTH COLLEGE ROAD
PHONE: (C910)A69,aw41()A
14
JOHN BLUME, PROJECr MANAGER mw FACIL171ES
SITE
i.AT 34.2204 EMAIL:
BLUI EJGtWCW.E
A P R O �, 3•
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THE JOM R. McADAMS
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j CONTRACTOR SHALL NOTIFY " NC811" (811) OR {1-8U4-632-4949} AT �SE
aAnc
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION •`AS. 90
INITY h1AP
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. _033840� ��Q ► Icxit�iar� Parkway
Durham, Tort Carolina 2'?�` 13
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PR�3'�11�� '.¢ �1 -
Kn
ow whafs below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF NC811 , -*��� . �•� ��� . `��,� License No.. 0,`�9�►
. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. r;� � �[phone] n Call before YOUM AM
McA S Contact. Daryl Rions
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ETI AA,- NOT RELEASES FOR CONSTRUCTION

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UN 17030—S1
CHECKED BY. CMB
DRAWN BY: M A0
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DATE- 09--11-2017
surc NO. C-1
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NOTE:
THE PAVEMENT SEC11ONS SHOWN ARE PRELIMINARY. THE CONTRACTOR SHALL
VERIFY PAVEMENT DESIGN WITH THE GEOTECHNICAL ENGINEER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
(2) 1" ASPHALT SURFACE COURSE (SF 9.5A)
6" COMPACTED ABC STONE
COMPACTED SUBGRADE
SEE SPECIFICATIONS FOR REQUIRED MATERIALS.
SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER
TO SOILS DEPORT IF AVAILABLE.
3 4
5
NOTE: CURB STOP SHALL BE SLOTTED, FOR DRAINAGE
2'-5" MIN. 6" LONG PRECAST CONCRETE
TO EOP WHEELSTOP WA2) #4 BARS
81* CONTINUOUS, 5'-6" LONG
/�' PARKING SURFACE
/ AS SPECIFIED
AND PAVEMENT (MIN. 18- LONG7
ON CONCRETE PAVEMENT, USE
w�w7�"�w-Ir)�Zw�ir►'"� ir►iv�': �M� wEPDXY BONDING AGENT
BASE
r i SPECIFIED
WHEEL STOP
m
8
B
STANDARD SIDEWALK DETAIL
CROWN OF TREE IS NEEDED FOR LEAF
D 8 ,,`'' �`�� GROWTH TO PRODUCE OXYGEN, FILTER
�f THE AIR, REDUCE WIND, SOFTEN NOISE,
NOT TO SCALE AND PROVIDE BEAUTIFUL APPEARANCE.
DO NOT DISFIGURE CROWN WITH
INSENSITIVE PRUNING.
8'--0" MAXIMUM I
I I
I
I I
I
r \�` SILT FENCE FABRIC
DRIPLINE
MINIMUM 10 GAUGE z`INSTALLED TO SECOND 4``'
LINE WIRES >^, MINIMUM 12--1 /2 GAUGE
WIRE FROM TOP INTERMEDIATE WIRES
EXISTING TREE
GRADE
'...............
p
f PLAN
FRQNT VIEW
STEEL PAST STRUCTURAL ROOTS
NaTI=: WOVEN WIRE FABRIC ` —, i STRUCTURAL ROOTS LOCATED
f FEEDER ROOTS NEAR BASE OF TRUNK ARE
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC t FEEDER ROOTS ARE LOCATE NEEDED TO GIVE SUPPORT TO
DOES NOT EXCEED 1/4 ACRE AND NEVER IN � DRIPLINE I 1 ENTIRE TREE. IF REMOVED,
AREAS OF CONCENTRATED FLOW. �- I . � �---� � AT "DRIPLINE" OF TREE --�——TN TREE CAIFAIL AND DAMAGE
T.,
2. REMOVE SEDIMENT DEPOSITED AS NEEDED T � —� FILL SLOPE �, � 3' MIN. STAKE AND PROVIDE TREE WITH
PROVIDE STORAGE VOLUME` FOR HE NEXT RAIN
�a
HEIGHT ABOVE MOISTURE AND NUTRIENTS. PROPERTY.
SEE NOTE 2 &NOTE 4
AND TO REMOVE PRESSURE ON THE SILT w ,r€ , PROTECTIVE t GRADE SEE NOTE '
FENCE. .: BARRIER., ;
^.L GRAIN=-- j' TREE PROTECT ON DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE .ALLOWED TO PARK
2,_c„
ANCHOR SKIRT 8" VERTICALLY AND 4"
HORIZONTALLY
3�
D£ vl W
TEMPORARY SILT FENCE DETAIL
N.T.S.
SILT FENCE MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CL.EANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15 0
NOT TO SCALE
w
7
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8
F;ml
�411
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
OF COMPACTION CAUSE WATER ANC? AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE "FEEDING ROOTS' OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF -THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURWG DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT 1N HIGH WINDS. REMOVAL Of THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED. p
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SQ 15-09
NOT TO SCALE
X
2
3
4
5
6
AREAS TO BE SEEDED TO BE SCARIFIED 4' DEEP. A FIRM, WELL PULVERIZED, UNIFORM SEEDBED SHOULD BE
PROVIDED. FERTILIZER SHALL BE PLACED DURING SCARIFICATION AS FOLLOWS:
LIME: 45 LBS / 1,000 SF
PHOSPHOROUS: 20 LBS / 1,000 SF
FERTILIZER: 17 LBS / 1,000 SF
PER NORTH CAROLINA SOIL AND SEDIMENTATION LAW, A VEGETATIVE GROUNDCOVER SUFFICIENT TO PERMANENTLY
RESTRAIN EROSION SHALL. BE RE --ESTABLISHED WITHIN 14 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF
GRADING. PERMANANT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
SEEDING GATE SEEDING I&JURE 6EELICAIION SEE
JAN 1 - MAY 1 RYE (GRAIN) 120 LBS/AC
KOBE LESPEDEZA 50 LBS/AC
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 -- DEC 30 RYE (GRAIN) 120 LBS/AC
0
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750
LB/AC 10--10--10 FERTILIZER (FROM AUG 15 -- DEC 30, INCREASE 10-10-10 FERTILIZER To 1000 L.B/AC).
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT 0.10 GALLONS PER SQUARE YARD (10
GAL/1,000 SQ FT),
MAINIE AN NCE
JAN 1 - AUG 15: REFERTILIZE IF GROWTH IS -NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
AUG 15 DEC 30. REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/AC
OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN LATE` FEBRUARY
OR EARLY MARCH.
USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT
SEEDING SCHEDULE.
PERMANENT SEEDINGG SCHEDULE
SEEDING DATE SEEDING .MIXTURE APPLICATION RATE
APR 15 - JUNE 30 BERMUDA 25 LBS/AC �E p 3
Y�
AMENUMENU
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 3,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 500
LB/AC 10-10-10 FERTILIZER.
MULc
APPLY 4000 LB/AC STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT AT 0.10 GALLONS PER SQUARE YARD (10
GAL/1,000 SQ FT).
MM INNTENANCE „
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR
APPLY 150 LB/AC 10-10-'0 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2•-4 INCHES.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
Im"l- 1- X- 7 8
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DATE: 09-11-- 2D17
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PROPOSED IMPERVIOUS (ROAD)
(8,371 SF)
PROPOSED IMPERVIOUS (ROOF)
(8,494 SF)
PROPOSED IMPERVIOUS (SIDEWALK)
(6,436 SF)
PROPOSED PERMEABLE PAVEMENT
(8,518 SF)
EXISTING IMPERVIOUS
XIS
(16,841 SF)
7 M RES, M
PERMEABLE PAVER DRAINAGE AREA
(17,250 SF)
M
NEW PERMIT BOUNDARY
ECEi
21-
JAN 2 Slu 01,11,15)
By-IV4 16 010-3
GRAPHIC SCALE
30 0 15 30 60
40
PROJECT NO. TIP-15000
FILENAME:
TIP1 5000—POST
CHECKED BY: JCG
DRAWN BY:
JCG/DAPl
SCALE:
1 09 =30'
DATE:
01-27-2016
SHEET NO.
soft,
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VICINIT'Y MAP
SIJEET INDEX
C-- COVER
�;- E M TING CONDITIONS & DEMOLITION PLAN
C— Pa ISFfE LAYOUT PLAN
1;--7 GRADING, DRAINAGE & EROSION CONTROL PLAN
V1 i r
C---4- SITE DETAILS
C-5 SITE DETAILS
NOT TO SCALE
PREPARED BY
d.
� `u;, � 909 MARKET STREET
ti �` '�' � WILMINGTON, NC 284ti1
SEAL [phone]
4a DICKSON
a ! L:.• w �j ay7inem D�/�a c Asheville. NC Columbia. SC
Ll�7�y� 1 Wi.;� i►�/�NY�f IVi'�7 Atlanta. GA Hickory, NC
Landscape Architects Chariotte, NC Raleigh, NC'
vAlmington. N'
PROJECT NO.20102.71WL

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IE UNIVERSITY OF NORTH �'AROLINA AT WILMINGTON
VICINI'I'Y MAP
NOT TO SCALE
SIJEETIN....DEX
C--0 COVER
—'� ELSTING CONDITIONS & DEMOLITION PLAN
C ail' [E LA)'OIJT PLAN
GRADING, DRAINAGE & EROSION CONTROL PLAN
,.: , -pal 446
C-- SITE DETAILS
C --5 SITE DETAILS
r
OCT 14 200
DWQ
PROJ
02 10 f
PREPARED BY
S Q
rg�Q- 909 MARKET STREET
WK
WILMINGTON, NC 2MI
SEAL Ohm [phone]
N 19742 Asheville, NC Columbia. SC
E nears Planners S
J°� .� Atlanta, GA Hickory, NC
t,,,. �,� ,v Landscape Architects Charlotte, NC Raleigh, NC
Wilmington, N
PROJECT NO. 20102.71 WL.

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a� t 4 • °�. µr =. v..f ,: `'' � s' ° � . � ,, l _ 1 ! --- V i = �. �k d� �e � `.� �; ' v } y � 2
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• �,�'u:�",, ;;-``-t � -".3:. ..o, •{ J _,l _ }_.'I•Y 5,•I'a., erti' - .. ... r M�j� f ` � (j !
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.ra, cat- ✓� _ t. , l ar+� 4 .»������.�r "'kt J,� .,m-�"""`r r, ,,, ...r".� 1 1 (A
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{) CONTRACTOR TO,�r s� - ""
�"> � r ; z•' e H',M g '-iF at .N -. ` � ,,,.
REMOVE 23L-11' OF
M �€ S ,� _r � � %' � �"� �'# . � ti4 i 5 r w,•;,..�� ,,,,, �„ ...,- o ,m. "� ` > ✓, r E 1
f6 CLIWJ TO INSTALL
I� I Y = �r:Y,,.4 NE11 DRIVE
't3 ;�'!$r"'` .:>F �� 4i ��. y, �`� '�� "'•ter r i ^W � ���! \�
_' ``..� S ✓' O _ _,... J / r ... �.:.... ` y s+ "'..:+'i' r O i' tI / c '•i, i '% �"'t
� , •;
F . /01
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CONTRACTOR /TO
�•tREMOVE EXI$fiING
i �3 �•t- j'2zji tr�'y1 i�j�• f i Apr �.•`°o / 1
ASPHALT &/BASE
4� l
,J / y r d D
t COARSE AND FILL ' �V-j
---------�/ � r WIT�f, .TOPSAIL �
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CONTRACTTOR
1 � �:` - _ ��- #.--•„= I tip � .t> _ f a„v'' �
TO REMOVE-•
In
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STIPING
sr
c t 3 s
d
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REMOVE J48LF OF
6 CURB TO INSTALL #
,KtL_`W DRIVE
z > t • My�.+%++
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'F'RA T �
�.\ ,. %� REMOVE EXISTING
y f"
"
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„ "TH TOPSOIL
{1. 1Y
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GENERAL,NOTES
1. EXISTING CONDITIONS SHOWN WERE TAKEN FROM A MAP TITLED "TOPOGRAPHIC SURVEY, 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
SURFACE PARKING LOT L", PHASE ONE BY WK DICKSON & CO., INC. DATED JUNE, 2002. THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES OR OTHER ADEQUATE PROTECTION. INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
OBSERVATIONS, ELECTRONIC DEVICES. HAND DIGGING AND BY PERSONAL CONTACT WITH THE MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANULAL ON UNIFORM TRAFFIC CONTROL DEVICES"
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING BY THE DOT.
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OP11C CABLES, TELEPHONE 6• ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF
CABLES, WATER LINES, ETC... ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
3. CONTRACTOR SHALL COMPLY 141TH THE LATEST REVISIONS AND INTERPRETAIONS OF THE DEPARTMENT 7. CONTRACTOR SHALL CALL NO -CUTS AT 1 [phone] AND ALLOW NO —CUTS TO LOCATE EXISTING
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE UTILITIES BEFORE DIGGING.
OCCUPATIONAL SAFETY AND HEALTH ACT.
1, UNCW SCHEMATIC REMEW COMMENTS 7 9 02
REV. NO. DESCRIPTION DATE
REVISIONS
PREiJECT MANAGER
MAG
DRAWNG SME
AS NOTED
909 MARKET STREET
WK WILMINGTON. NC 28401
[phone]
DIC'4`01NI Asheville. NC Columbia. SC
Enc,�t'nan • Planners * Surveyors Atlanta. GA Hickory. NC
Lawdmpe Arch&ds Charlotte, NC Raleigh, NC
Wilmington. NC
RELEASED FOR
DATE
APPROVALS
DESIGN BY
RPB
PROJECT DATE
JULY 2002
BIDDING
APPROVED BY
MNH
PROJECT a tda gUk=R
2Oi02,71,iNL
CONSTRUCTION
FILE NAME
Cl—EX—COND
PLOT DAZE
10/8/02
RECORD DWG.
` SEAL .. 4 d
19742 p �
I �
d
1
/V VA
j
UNC W ILMINGTON
601 SOUTH COLLEGE ROAD
ww. ILMINGTON, NC 28403
11
v
4-A
P 1 DR
V
ZIGH SVILL AVE
C
PARK AVF
L0CATn0N MAP
� �IiI I.li I.illi�lll�l�
NOT TO SCALE
SURVEY NOTES:
1, THIS TRACT IS LOCATED IN FLOOD ZONE C ACCORDING
TO FEMA FIRM COMMUNITY -PANEL NO. 370171 0005 C.
MAP REVISED-. NOVEMBER 4, 1987
2. VERTICAL DATUM IS PRELIMINARY AND PROVIDED BY
DRAPER ADEN ASSOCIATES, APEX, N.C.
3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE
BASED UPON VISIBLE ABOVE GROUND IMPROVEMENTS AND
LOCATIONS OF MARKINGS BY UNC-rW PHYSICAL PLANT.
ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON
MAY EXIST. CONTRACTOR MUST CONFIRM PRESENCE OF UTILITIES
WITH APPROPRIATE UTILITY COMPANIES BEFORE DIGGING.
L SEND
SIGN
---UE
UNDER GROUND ELECTRIC
TRII
ELECTRIC TRANSFORMER
-- -y--`
LIGHT
0
STORM DRAINAGE MANHOLE
---- - 5'D -
w STORM DRAIN
HEATER
METER
:=
VALVE
ry"
FIRE HYDRANT
G
GAS LINE
QID
DROP INLET
FENCE
SAFETY RAIL
GAS VALVE
AREA TO BE DEMOLISHED
r
MILANO NOTE:
NO WETLANDS EXIST ON THE SUBJECT PROPERTY AS
PER MR. ROB MOUL, LAND MANAGEMENTINC., CERTIFIED
WETLANDS ECOLOGISTS.
GRAPHIC SCALE
0 10 20 40 60
SCALE: 1 "=20'
UNC W.. SURFACE PARKING � LOT `0
CODE 49728,
EXIST. CONDITIONS & DEMOLITION PLAN

LO 1
JIM
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If.
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91
.
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1!51W
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9
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4
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. . . . . . . . . . . . . . . . . . . . . . . . . .
E L - = AO - 06
AND
ASS
Rho L AND
R A -$ -, 7-
X,
A R K IN
A
PROPOSED
CONCRETE
SIDEWALK.
SEE DETAIL
3 7 `5 7
i D
SHEET 5
34
INV CUT=- �03
205.5-7'
A 5
\jq 2,; 8 i 2
OUT= 6.41
I 1.,
INV
17,
4q,
f
C"OW, *�- �- `�� �-A
k- - -- - -11� PROPOSED 52'P,
7 � -111 �11
N1, L
le, TYPE "All
P
% CURB (Typ.
K
PR
F(
APE
2,
............ . . . . . . . . . . . . .
, ................
0
5
Q.
. . . . . . . .... . . .. . .........
..... .... .
.... ... ....
%
Cy
'Le C7, k
--KV-
RELOCATED
HANDICAP SIGN
EXISTING 15 MIN.
PARKING SIGNS EXISTING HANDICAP
PARKING SIGN
TO REMAIN
TO BE RELOCATED
EXISTING MOTORCYCLE AS SHOWN
PARKING SIGN
EXISTING HANDICAP
TO REMAIN
PARKING SIGN
mC IIN.
0-
REVISED HANDICAP STRIPING PLAN.
RTHWEST CORNER OF EXISTING PARKING LOT,
SCALE: 1"=1 0'
11110,24 0 MIMI 2 M
'H
A
,V E-- ST R: N �VVALIJ<
4 Jj-, zt, U L ,,, , -�
N
". f AI `-ON ram, OAID
GENERAL NOTES
1 CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING
CONSTRUCTION AND NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN,
2. ALL LAND, ON AND OFF SITE, WHICH IS DISTURBED BY THIS
DEVELOPMENT AND WHICH IS NOT BUILT UPON OR SURFACED,
SHALL BE ADEQUATELY SEEDED AND STABILIZED TO CONTROL
EROSION AND SEDIMENTATION IN ACCORDANCE WITH NEW HANOVER
COUNTY AND STATE STANDARDS.
3. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN
SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON
THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM
SEWER INLETS.
PROJECT MANAGER
MAG
DRAWNG SCALE
AS NOTED
909 MARKET STREET
VALMINGTON, NC 28401
WK [phone]
���S3 6 N Asheville. NC Columbia. SC
Engineers * Planners* Sit veyors Atlanta. GA Hickory. NC
laidwape Architeeb Charlotte, NC Raleigh, NC
Wilmington. NC
RELEASED FOR
DATE
APPROVALS
DESM BY
RPB
PROJECT DATE
DULY 2002
APPROVED BY
MNH
PROJECT NUMBER
20102.71.V&
CONSTRUCTION
nLE NAME
Cl-SITE
PLOT DATE
10/8/02
RECORD DM
SEAL
197 2
fs 1�7� NIGIN
At. NO'
CURVE TABLE
NUMBER
CHORD DIRECTION
CHORD LENGTH
RADIUS
ARC LENGTH
DELTA ANGLE
C1
N34"05"46"E
48.40
62.00
49.72
45*56'57 0
C2
N48*43154"E
16.45
67.00
16.50
14*06'23"
C3
N35"35113"E
14.22
67.00
14.25
12*10959"
C4
S68#22*53"W
13.81
35.00
13.90
22*450'05"
Ai
R
-51 r- cx I
M,
1511Z
251R = PROPOSED
...........
. . . . . . . TYPE "A"
CURB (TYP.)
00IR
4. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR
EXCAVATION 1926 PART P AND ALL OTHER APPLICABLE OSHA REQUIREMENTS.
5. THE CONTRACTOR SHALL HAVE A CLEARLY READABLE COPY OF ALL APPROVED
PLANS AND SPECIFICATIONS AVAILABLE ON SITE AT ALL TIMES.
6. ALL DIMENSIONS ARE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
7. ALL RADIUS DIMENSIONS ARE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
8. ALL RADIUS NOT LABELED ON PLAN ARE TO BE 3' AT FACE OF CURB OR EDGE OF PAVEMENT.
9. SEE SHEET 5 FOR HANDICAP SIGN DETAILS.
10. SEE DETAILS FOR WHEELCHAIR RAMPS AND DEPRESSED CURBS ON SHEET 5.
UNC WILMINGTON
601 SOUTH COLLEGE ROAD
WILMINGTON, NC 28403
m
UNCW SUR
Al10N MAP.
NOT TO SCALE
SURVEY NOTES-
1. THIS TRACT IS LOCATED IN FLOOD ZONE C ACCORDING
TO FEMA FIRM COMMUNITY -PANEL NO. 370171 0005 Cs
MAP REVISED: NOVEMBER 4, 1987
2. VERTICAL DATUM IS PRELIMINARY AND PROVIDED BY
DRAPER ADEN ASSOCIATES, APEX N.C.
3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE
BASED UPON VISIBLE ABOVE GROUND IMPROVEMENTS AND
LOCATIONS OF MARKINGS BY UNC-W PHYSICAL PLANT.
ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON
MAY EXIST. CONTRACTOR MUST CONFIRM PRESENCE OF UTILITIES
WITH APPROPRIATE UTILITY COMPANIES BEFORE DIGGING.
L N
SIGN
UNDER GROUND ELECTRIC
LIRI
ELECTRIC TRANSFORMER
LIGHT
STORM DRAINAGE MANHOLE
STORM DRAIN
WATER
METER
VALVE
FIRE HYDRANT
G
GAS LINE
DROP INLET
FENCE
SAFETY RAIL
GAS VALVE
PROPOSED ASPHALT SECTION
82 PROPOSED PARKING SPACES
GRAPHIC SCALE
0 10 20 40 60
SCALE: 1"=;:20'
POINT
NORTWINor
EA!5TING
1
2341675.405
172545.170
2
2341(o7q.q64
172871.361
3
2341745.5%
172560.554
4
2341707.0%
172qI1.441
5
2341510.300
172q78.301

rri
p 2 j
b:5
wism
Md
•�VW
amid
u
3rd�w
ago
Bus
L�RHUIlVl7r lVt.� 1LJ:
1.) THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY
BARRICADES AROUND THE WORK AND SHALL PROVIDE PRETEC11ON
AGAINST WATER DAMAGE AND SOIL EROSION.
2.) COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE
COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY
DENSITY (AST M D698). BACK FILL MATERIAL SHALL BE FREE FROM
ROOTS. STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE
PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL
THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER
MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR. CORRECTION
OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF
APPROVAL, WLL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3.) MAXIMUM SLOPE OF EMBANKMENT SHALL BE 2.0 FEET HORIZONTAL TO
1.0 FEET VERTICAL, OR PER APPLICABLE JURISDICTIONAL REGULATIONS.
4.) PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED
CONTOURS ARE FINISHED GRADE.
5.) THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE
DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT
LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO,
REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE
STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING
AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS
SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS
IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE
FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIERMENT.
6.) EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY
THE OWNER.
7.) THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND
MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS.
ALL ARRANGEMENTS AND SCHEDULING FOR THE TES11NG SHALL BE
THE CONTRACTOR'S RESPONSIBILITY.
8.) SOILS TESTING AND ON -SITE INSPECTION SHALL BE PERFORMED
BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER
SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE
OWNER AND THE OWNER'S REPRESENTATIVES AND SHALL PROMPTLY
NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR
SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE
SPECIFICATIONS.
9.) ALL PROPOSED SPOT ELEVATIONS ARE FACE OF CURB AT THE GUTTER.
10.) DETENTION POND TO BE USED FOR SEDIMENT STORAGE DURING
CONSTRUCTION. POND TO BE RESTORED TO ORIGINAL DESIGN ELEVATION
AFTER GRADING HAS BEEN COMPLETED.
PROJECT MANAGER
MAG
DRAWNG SCALE
1"=20'
909 MARKET STREET
WILMINGTON,iC 28401
{910) 762-4200
D I C mu 8 N Asheville, NC Columbia. SC
Engineers • Ptacnners • Swveym Atlanta. GA Hickory. NC
Landscape Architects Charlotte, NC Raleigh, NC
Wilmington. NC
RELEASED FOR
DATE
APPROVALS
DES BY
RPB
PROJECT DATEKPam
,JUlY 2002
BIDDING
APPROVED BY
MNH
PROJECT NUMBER
20102.71.WL
CONSTRUCTION
FILE NAME
C3-GRADE
DATE
10/8/02
RECORD DWG.
Q�
SEAL
s A
< m
19742
w�
I 0�e -41GI Ne'-;
�4
DRAINAGE PIPE DATA
LINE
NUMBER
FROM
STRUCT.
NO.
TO
STRUCT.
NO.
Pipe
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
%
UPSTREAM
INVERT
ft
DOWNSTREAM
INVERT
#t
1
CI-2
END
RCP CL 111
18"1
14 LF *
0.50
32.57
32.50
2
CI-1
CI-2
RCP CL 111
15"
140 LF
0.50
33.27
32.57
3
CI-3
CI-2
RCP CL III
15
66 LF
O.5Q
32.90
32.57
4
END
DI-1
RCP CL II{
15
88 LF
0.50
32.92
32.48
5
O.S.
DI--1
RCP CL 111
18
18 LF
0.67
32.60
32.48
6
DI-1
JB-1
RCP CL 111
24
24 LF
0.50
32.48
32.36
7
MH-1
JB-1
RCP CL 111
30
42 LF
2.33
33.43
32.36
8
END
MH-1
RCP CL 111
18"
8 LF
1.00
33.51
33.43
9
END
MH-1
RCP CL 111
24
12 LF
1.31
33.60
33.43
10
JB-1
OUTLET
RCP CL 111
48
8 LF
1.00
32.36
32.26
CI -CURB INLET MH-MANHOLE DI -DROP INLET JB-JUNCTION BOX
UNC WILMINGTON
0
11101 SOUTH COLLEGE ROA
28403
,.WILMINGTON, NC
Y
P , DR
RiFc
GH VILL AVE
c
PARK AVE
LQCATION MAP
rrrrrr.rrr�rrrwosrr�
NOT TO SCALE
NOT,
1. THIS TRACT IS LOCATED 1N FLOOD ZONE C ACCORDING
TO FEMA FIRM COMMUNITY -PANEL NO. 370171 0005 C,
MAP REVISED: NOVEMBER 4, 1987
2. VERTICAL DATUM IS PRELIMINARY AND PROVIDED BY
DRAPER ADEN ASSOCIATES, APEX, N.C.
3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE
BASED UPON VISIBLE ABOVE GROUND IMPROVEMENTS AND
LOCATIONS OF MARKINGS BY UNC-W PHYSICAL PLANT.
ADDITIONAL UNDERGROUND UTILITIES NOT . SHOWN HEREON
MAY EXIST. CONTRACTOR MUST CONFIRM PRESENCE OF UTILITIES
WITH APPROPRIATE UTILITY COMPANIES BEFORE DIGGING.
LEGEND
SIGN
-----
UNDER GROUND ELECTRIC
ELECTRIC TRANSFORMER
'>--
LIGHT
STORM DRAINAGE MANHOLE
S# -
STORM DRAIN
ri,r..M.m
WATER
METER
VALVE
F
FIRE HYDRANT
----w- G ----a-
GAS LINE
gm
DROP INLET
GAS VALVE
PROPOSED INLET PROTECTION
SOD
LIMITS OF DISTURBANCE
----�---
PROPOSED SILT FENCE
---}---
PROPOSED CONTOUR
PROPOSED TREE PROTECTION FENCING
36.58
PROPOSED SPOT ELEVATION
PROPOSED DRAINAGE BOUNDARY
M TLAN DNOTE:
NO WETLANDS EXIST ON THE SUBJECT PROPERTY AS
PER MR. ROB MOUL, LAND MANAGEMENT INC., CERTIFIED
WETLANDS ECOLOGISTS AND CORPS OF ENGINEERS CONCURRENCE.
GRAPHIC SCALE
0 10 20 40
O.S.-OUTLET STRUCTURE * - INCLUDES FLARED END SECTION
SCALE: 1 "= 20'
UNCW.. SURFACE PARKING LOT 'JO"4
CODE 49728, ITEM 304
GRADING & DRAINAGE PLAN
•m

VARIFS ('9' 'MAX_)
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CONSTRUCTION SEQUENCE:
I. CONTRACTOR TO NOTIFY NCDENR -LAND QUALITY SECTION PRIOR TO BEGINNING CONSTRUCTION. (395-3900)
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL ANY EROSION CONTROL MEASURES INCLUDING THOSE AT STAGING AREA(S).
4. CLEAR SITE, BEGIN GRADING, EXCAVATION AND PIPE LAYING
5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE
IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED
LONGER THAN 15 DAYS.
7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
$ CONTRACTOR
HE EROSION CONTROL MEASURES.
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE
FAILUREO
9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NCDENR -LAND QUALITY SECTION.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
4. TEMPORARY
EDIM NTATION,NANDUSHALI BE BE S ED DSTAGING S SHALL AS N CESSARYADEQUATE
TO BRING SEDIMENT
E AND
BACK EROSION
0 S NATURAL STATE MEASURES
UPON COMPLETION PREVENT
OFF SITE
PROJECT.
5. SEDIMENT AND EROSION/TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
6. OVER THE DURATION OF THE PROJECT, THE OWNER'S REPRESENTATIVE WILL MAKE PERsODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER'S REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY
THE SITUATION.
7 CULVERTS, R O TCH-LINES, OR RIP -RAP DISTURBED IS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
RBETTER CONDITION TTHAT PRIOR
9. DISTURBED AREA = 61,813 SF (1.42 AC)
STORMWATER NOTES:
1. RUNOFF FROM SITE DRAINS TO PROPOSED STORMWATER MANAGEMENT POND.
2. DISTURBED AREA = 61,813 SF (1.42 AC)
3. ACTUAL IMPERVIOUS AREA = 33,205.36 SF
MAINTENANCE PLAN
1. ALL EROSION AND
LITY AND
OPERATION FOLLOWING �EVERY MENT CRU RUNOFF- PRO PRODUCING RAINL PRACTICES WILL BALL BUT CHECKED RN NOCASE'LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL � O�cs7n� �4� TONERANCES WILL TO MAINTAIN B ROPER DEPTH. ANY SEDTOP IMENSEDT THAT ITH AN S TRACKED
ADDITIONAL
3:1 SIDESLOPE
A
BERM
1-INCH STORAGE = 34.81
10 FT
NORMAL POOL ELEV = 34.00 NORMAL POOL = 34.00 _
�- 3:1 SIDESLOPE -� F� �1
FORE BAY
3:1 SIDESLOPE
POND BOTTOM
10 FT
6:1 SIDESLOPE
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
NORMAL POOL
POND DEPTH
1" STORAGE
REQUIRED
PROVIDED
VOLUME REQ.
VOLUME PROVIDED
POND NO.
ELEVATOIN
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
1
34,0
4,0
34.81
2.923
2,940
605
656
POND CROSS-SECTION A
N.T.S.
STAKES
rl
SILT BARRIER
�'. FENCE
1 STAKE AT GROUND
INTO THE STREET WILL BE IMMEDIATELY REMOVED. EACH CORNER �..:
SEDIMENT FENCE WHEN IT BECOMES SPILLWAY WIDTH =©� DESIGN BERM .•.•...............�
3. SEDIMENT WILL BE REMOVED BEHIND THE WILL BE REPAIRED AS NECESSARY 2''• �. of PAID
THE FENCE. THE SEDIMENT FENCE
0.5 FEET DEEP AT H NCDOT CLASS B
TO MAINTAIN A BARRIER. STONE 1,00' 'jyp•) _ _
3 o EMERGENCY h eOx A `f
RESEEDED AS NECESj F
SARY, AND MULCHED -11 o (-SPILLWAY I! li
4 ALL SEEDED AREAS WILL BE FERTILIZED, CREST
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, COMPACTED
DENSE VEGETATIVE COVER. DIKE FILL
STABLIZATION NOTES NCDOT TYPE 2 SILT BARRIER FENCE SECTION A - A
1. ALL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY FILTER FABRIC NOTE: FOR CURB INLETS AND DROP INLETS
PHASE OF GRADING.
F N 30 DAYS OF CEASE OF SECTION A- F
ALL OTHER AREAS WILL BE STABILIZED WITHIANY PHASE OF GRADING. nA-B-RC DROP INLET PROTECTION DETAIL
o
O
USE CLASS B RIP RAP �' P N..S.---EMERGENCY
4 ;
SPILLWAY CREST
FILTER FABRIC
SEEDING SCHEDULE
a!, �'t� apt/ `�� a� • sOUTSDE SLOPE
TO 't �! CONSTRUCTION AND '!ii ±DISTURBED r r ;a:
1. ALL SHALL
BASED %��;40,
• a oa!t"ai*
•';j FILTER
FABRIC
--
ceSTABILIZED `rr GRASS ir SEED SPECIE!
r `i • •' OUTTO
4!. THE TOE OF THE
THE TYPE •
IS
TE SPECIFICar 1�ALTERNATIVE, THE CO DOWNSL
NTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; OPE FABRIC
ar I�ar,�ar . RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENIION GIVEN TO SI
•C� �•HOWEVER, IT FABRIC SHALL OVERLAP THE RIP RAP
ar
reaii+;tal,��•�al,�4•«al,�1;�a ow.--
81
81
81
81
81
AgON010mr; oRk EXISTING GROUND
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LDS, PER ACRE. SECTION
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
DRY SOILS (APRIL - SEPTEMBER) WET SOILS (APRIL - SEPTEMBER) EMERGENCY � P I LL W A Y
KIND RATE PER ACRE NOT TO SALE
BERMUDA GRASS 30 LBS. BERMUDA GRASS 25 LBS.
KOBE LESPEDEZA 20 LBS CARPET GRASS 5 LBS
LBS.
GERMAN MILLET 25 LBS. GERMAN MILLET 25
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME, DUE TO SEASONAL CONSIDERARATIONS, A TEMPORARY COVER SHALL BE
ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER - APRIL)
ANNUAL RYEGRASS 50 LBS. GERMAN MILLET 50 LBS.
TALL FESCUE 50 LBS.
TEMPORARY COVER WILL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARYNOT
EROSION RESISTANT COVER, MULCH MAY BE APPLIED: HOWEVER, MULCH USED ALONE WILL
BE ALLOWED. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS
SOON AS CONDITIONS ARE FAVORABLE. SUMMER (MAY - AUGUST)
3. IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GROWTH.
- 10.0'
0.5'
FILTER FABRIC 6" THICK CLASS 'B' RIP -RAPS
FOREBAY RIP -RAP
N.T.S.
PROJECT MANAGER
MAG
DESIGN BY
RPB
APPROVED BY
MNH
FILE NAME
C4-DETAILS
TEMPORARY CONSTRUCTION
ENTRANCE/EXIT
N.T.S.
DRAWING SCALE
NTS
WPROJECT
DATE
,SLY 2002
ICKSON
NUMB
PROJECT NULIMBER
20102.50.WL
Engineers • Planners • SUTMYOrs
PLOT DATE
Landscape Atvhiiects
11 /20/02
909 MARKET STREET
RELEASE? FOR
WILMINGTON, NC 28401
APPROVALS
[phone]
BIDDING
Asheville. NC Columbia. SC
Atlanta. GA Hickory. NC
CONSTRUCTION
Charlotte, NC Raleigh, NC
Wilmington. NC
RECORD DWG.
DATE
PROTECTIVE BARRIER-s-
-----4..
Y);"
SEAL
19742
Cam.
3' MIN. STAKE
---HEIGHT ABOVE
GRADE
a
.,,
-,-.
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
N.T.S.
UNC WILMINGTON
60`1 SOUTH COLLEGE ROAD
WILMINGTON, NC 28403
LINE WIRES MIN.
#12-1/2 GUAGE
STEEL OR WOOD POST
a
GROUND LINE -1
1�
(n oa
p ,� 1 .j
Lai
O tV w
OOM
31
FILTER FABRIC
- T- FILL SLOPE
NOBS:
N
1.
WIRE SHALL BE A MINIMUM OF 32" IN
f
WIDTH AND SHALL HAVE A MINIMUM OF 6
cv
LINE WIRES W/12" STAY SPACING
�w
2.
FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
a
ADEQUATELY TO THE WIRE
3
STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4.
WOOD POSTS SHALL BE A MINIMUM OF fi
IN HEIGHT AND 3" OR MORE IN DIAMETER
"RE SHALL BE FASTENED To ODEN
POST WITHI NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
SKIRT
ANCHOR FILTER FABRIC
TEMPORARY
SILT
FENCE DETAIL
N T. S.
r �ti
.
17 7EC 1
17.
GALVANIZED BAR GRATING 1" x 1 /8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
FLOOD POOL EL = 34.81
NORMAL POOL EL = 34,00
18" RCP CULVERT-
.
3/4" SCH 40 PVC
2 FT MIN.
32.60
4'X2'BOX
•! ; --" . REINFORCED
f
CONCRETE BOX
e oncrvoco ensc-/
OUTLET STRUCTURE DETAIL
N.T.S.
1 /2" R 18 of
6i!
1 /8" R
z--- -7 - 3„ R
w
. O.
24"
24" CURB AND GUTTER
1 /2" R -,� 6„ 18"
3" R
>: co
C'
a- C p A °
i o "
4
e 6
t ° °
LEVEL
24"
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
OR AS SPECIFIED BY THE APPROIATE CITY/COUNTY ENGINEERING
DEPARTMENT OR THE DESIGN ENGINEER.)'
24" CURB AND GUTTER
UNOW SURFACE PARKING LOT
CODE 49728, ITEM 304
SITE DETAILS
0
I

� 8"
Xg
b3i
rb CONC. PIPE
0 USE ON FLAT " GRADES 2 tO
. s•
AND UNDER 5' 5'
}( X
��� CONK.
VIEW WHEN 8"x 6" CURB C = C= CONC.
9�� =[�DEPRESSED i5 USED IN PLACE �' HOOD � PIPE PIPE
GUTTER LINE ` N� 1/2" R1/2 � TOP OF COVER
VIEW
S# ELEVATION 5
NORMAL CURB AND GUTTER ON LIGHT GRADES E�� r+ �� ,/
Z PLAN Y A ` AND GUTTER�" ���"'�� A
NORMAL : - - ' - _ ' to WITH CATCH BASIN ON STEEP GRADES �'�t"
Rif P I�AN s� MANHOLEHE7 OVER.
is GUTTER WITH COPING REMOVED
LINE USE ON GRADES 4 BARS V" #8 BARS "W"
2X AND OVER J4 BARS "U" #4 BARS "V"
a - SECTON R-R EQUALLY SPACED
» 3 -- ( » 1 /2 BOTTOM OF COVER I
0 "" fi" T L Y MEW
1213M DEPRESSED »�( 4 BARS U --- » S 1.5 / 0
12 MAX GUTTER LINE 3 j3 S E PLAN15R __I_ p 2:_6» 3'-6" 1" R a
v�r T=v '
?P� ELEVATION F T R R
NORMAL CURB AND GUTTER ON STEEP GRADES
I1 T. ��hy . 'n ) A w �. J OR APPROVED EQUAL
#'" Q >- 8" 8" Q�• z (TYPICAL) PRECAST MANHOLE SECTION,
In 8» 'S��G A.S.T.M. C 478
ffi _SE�T10N S-S .-� )CON
=4
CONC. I CONC.S CONC. PIPE CONC. PPE PIPE DETAIL -'! 4.. Lo 5" MIN.-4"
E PIPE 25 /
A g C , .. 8" B g" INV. 3/4" 23-3/4" 1 4' MINIMUM
...::: _
Liff
� G PLAN OF TOP SLAB SEE PLAN :4 / °° ,. SIN
23-1 2 "
+to _ .. ;;,'; K :-:. {: iu 4 Q • : 4 2-1 /8,• 1.. 3.. 3/8.. 1-1 /2 MONOLITHIC CONCRETE BASE.
i e e MONO
�-- -- . ' ` , . ' ` _ 0°-6"_ 3000 PSI CONCRETE
= D x D = PIPE ORIENTATION VARIES SEE PLAN MIN.
SECTION Y-1 SECTION X-X _ s
2_3 j 7-1 /2" 6" MIN.
; .: ►. - ..+^- _• - : -' R y , :.. i t-- +ems M.S'stM1 pq' a �" 4 »
`y..L>�F•...u..ee+�eip6.. �M
2,- '�'.EFhti^ t..v'iy,.N.,4}j"w.+•...ee•1.. {f�.s
VATI ON3-3/4 .. t'. YY ti2 MIN.
TEND ELE
�''F �` �` ' '� ° CRUSHED STONE
tD
SIDE ELEVATION WHERE 30" TO 3fi" PIPE IS USED 22-1/4" 1/2"
WHERE 42 TO 54 PIPE IS USED. SECTION J-J GENERAL NOTES. GF..NERAL T
SECTION M-M t, ALL DROP INLETS OVER 3`-fi" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" 24-tJ2"
MORTAR JOINTS 1 r2". 1 �8" THICK. ON CENTERS. STEPS SHALL BE IN ACCORDANCE W/ STD. 840.66 4_3/8.. NOTE:
- CLASS "B" CONCRETE TO BE USED. 33-i/4"
"CONCRETE TO BE USED. EXTENDED BASE MAY NOT BE REQUIRED WHERE MANHOLES
E - THE POURING OF FLOOR SLAB TO BE 2• CLASS "B ARE GREATER THAN 4 FEET INSIDE DIAMETER
., ACCOMPLISHED BY FORMING. 3. MORTAR JOINTS ARE 1/2" SECTION A --A
- USE TYPE E" GRATE, PER STD. NO. 840.03
M M -JUMBO BRICK WILL BE PERMITTED. CONRETE 4, BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC.
A J L` B J BRICK OR 4 SOLID CONCRETE BLOCKS MAY BE STANDARD MANHOLE FRAME AND COVER PRECAST MANHOLE.
m D USED IN LIEU OF CLAY BRICK.L 5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS
MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK,
- IF REINFORCED CONCRETE PIVE IS SET IN NOT TO SCALE NOT TO SCALE
fly 14'� BASE SLAB OF BOX, MIN. OFF 6 CONCRETE fi. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
SHALL BE PROVIDED UNDER PIPE
FOR 8'-•-q" IN HEIGHT OR LESS USE 8" WALL, 7. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD
OVEN, 8'-O IN HEIGHT USE 12 WALL TO To BASE As SHOWN ON STD. 840.00.
PLAN PLAN 6'-0 FROM. TOP OF WALL, AND 8" WALL. FOR THE
REMAINING 6'-0". 8, FOR 8#-Om IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE
12" WACL TO 6'-0" FROM TOP OF WALL. AND 8" WALL FOR THE RLMAINING
0o BACK X T/G ELE6'-0", QUANITIES TO BE ADJUSTED ACCORDINGLY.
OF CURB
SEE PLAN
A � F
9. DROP INLET - NC�T STD. 840.15
FRAME GRATE - NCDOT STD. 840.16
x " Y Y g" B g"
cn 8 g"
_ ua 'r
= A © + D INV. DIMENSIONS AND QUANTITIES
Q - SEE PLAN DIM 14NS OF BOX PIP COLIC. TOTAL BRICK MASONRY DEDUCTIONS
PIPE AN WIi T#I , WEIGHT IN` BASE PER FT.' BRICK MIN. FOR OI' E PIPE
OUTLET X _ g A B H (MIN. C.U. YDS HEIGHT COPING H f,M. R.C.
F�TION Y-Y N SECTION X X •_ '_0" 2"-s" 0.267 0.313 0.037 0.871 Oc2O 0.0321EXPANSION JOINT
12 0 2,
15 3 -0 0.976 O"J31 0.047 .-.:,....
MIN. DIMENSIONS AND OIJANM11ES FOR BRIM CATCH BASIN 18 _ 3 -5 1.106 0.044 0.065
AT 3O' INTERVALS(TYP3
-R-1 CK MASONRY DEDUCTIONS 24" '-0 2°-O" 4'-0" 0.267 0.313 0.037 1.289 0,078 0.113
DIM SION OF BOX AND PIPECOVER REINFORCING CUBIC YARDS OI: ,�_ H1 CY% ADD T FOR ONE PIPE
PIPE SPAN WIDTH VADTH SPAN HEIGHT HEIGHT BARS-U 8 W TOTAL IN BOX H. FT.HT. FT. HT.
D A B C G , LENG TOP SLAB; FL TOTAL FT.HT R.
INLET,
1 3 -0 2- 2_ 1 Oh748 0.321 M321 M 198 08 7DROP 1 2 p + 0.9E ABOVE M321 0�0442 0.065� � �.
18 "._
24 - 3 -4 0.281 81 1 07t3 MIN H1 O 321 Q0784 0.1 3 N.T.S. LAZA ARE
1 - -4 1-fi 3 4 -1 3 4 -1 45 0.147 M374 0.521 1,205 0.378 0.108 0.1224 . 0
30 -4 4 4
4 -1 ' 1,586 0.403 0.108 0.1760 12"12"
36 -10 - 4 -4 4 2 -0 4 4 1 49 0.187 41
- 2 -1 3 - 4 1- -3 3 - 0.135 1.811 fl.321 0.391 0.117 fl.2400 VAN
4- 0 2- °- - 3 - 17 .147 H2 4 117 0 1 1 . 2 �j® RESERVED
54 3 -0 2 -2 5'-i" 5 -4 -3 3 -fi 4 3'-fl 6 3 -3 3 3 -3 48 0.211 44 2.511 fl.44g fl.117 fl.3g58 0,535 -'L �-
_ _ -� •� PARKING g„ R7-�
1" SCORE TYP ACCESSIBLE 12%6"
t
f 18 RESERVED
PARKING
MUTCD
18„ R7-8
r-onNS" $" l;Efitl:RAL NHS: }.. Q
OPTIONAL MANHOLE E CKWER ALL EXPOSED CORNERS 1". d� }Q,. w
1-d Z $n�
USE CLASS $ CONCRETE THROtMOiOtiT . �,, !� ur
rn o Y o � � ,►� ,�. a�t .,�. � � .�•� a
MORTAR JOINTS $t" t Lf�" THICK. LN....N ,Z _ MAXIMUM
/� ` ,�
c - - -f CONCAVE TOOL ALL EXPOSED JOINTS. cc {� _ �:" _• _ .:" s 1 M A M
w 7p► -- ' : sLgg. w 1J" _ i%r\ % r/ r/ r/ r/�rr r/ r r / r\/ ' %. _. % • ..r r�rrr�r`r /
x USE FORMS TD CC+TRucT TNfE ,%�' i� i� i� i r r r i ri ri ri ri ri r r� �` r���i�i�r�� PENALTY 9" 2"
_ v !rt x ' " ao '. jai . ® JUMBO BRICK YSILt. BE PERYITI ED. CONCRETE BRICK' & 4" Q ac �' ��\��\������
-- 250 MAXIMUM
' ' I I
p �, -""•� 4 I � SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. � � � � � /� �" 5" � -
7- f ; 0 r "n r a- . . FOR B'-O" IN HEIGHT OR .LESS, "USE B" V ALL. OVER S'-O" Off Er � wt d 7'
• !-r- �. HEIGHT, esE 12" WALLTO N3-O. FROM TOP OF WALL, AND B WALL � .goc PENALTY R7 SD
FOR THE REMAINING 8 -O . ADJUST DIMENSIONS AND QUANTITIES 8
> ACCORDINGLY. O 250 12"xs"
--� .. a
. ••� , �' - - - - -- IF REItR:OROEtt NrOt�IETE PIPE IS SET IN SASE SLAB of BOX,
Co 0 B" s � 3" Imo- ANX} TO BASE AS STAB NO. B40.00. STANDARD SIDEWALK DETAIL
Y ri C PROVIDE ALL iLWTION BOXES OVER S -B IN DEPTH WITH STEPS .
" n
• . PLAN �� STANbA1iD a4Q.� sPACN:D a" - • ��" ON c�rteR,s IN ACaNr�►+Ce WITH sTD. N0. B4O.SB. ; - -
O FOR MANHOLE COVER &. FRAME C. TO C: ADJUST THE STEEL CONCRETE AND BRICK NASONRY GUANTITSES a � � � N.T.S.
OPTIONAL To INCLWE THE AbDITION OF THE MAt�LE ((I.E. DIAQONAL BARB , / �; �PAVEMENT/GRASS
BRICK RAY BE USED TO SHORTENED! AROUND opsmING IN TOP SLAB, AifDITIONAL VARIABLE 6
HEIKiNSi BRICK MASONRY, OPENING IN TOP SLAB.) . O
ADJUST FRAME do COVERT r
n To SURFACE ELEVATION MAX. {' MAX. DEPTH or THI$ srcTURE fiRW TOP OF BOiT0i1 SLAB TO
TAP ELEVATrON 18 12 FEET. k�
m _� NOTES:
^ Lu x
0 ..3 �-a p1 1 METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
j OUTLET PIPE Q tlt °
= 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
10 7 _ ! " >r F <[ �d NL. , THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
%ac- i�" g • /� FORMED HOLE FOR 4 REINFORCING BAR WITH
...I+ IN PPE I SECTION 'i
C. n " NrN �' 2 MIN, LENGTH (TYP, EA, PARKING CHOCK) 3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
q o e :� {CUTLET ELEVATION C D-D arc
o T COMPRESSIVE STRENGTH OF 3000 PSI.
v SECTION X X DIMENSIONS AND GUMTITIES MR BRICK JUNCTION BOXES © �, � � DRIVE REBAR FLUSH 1MTN {)P QF CHOCK.
C YAM 4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6O61-T6 AND IN CONFORMANCE
B �DrA R FRAME tXUBI DEDVCTIdNS Neff osE
C7 DIMENBIOAS OF BOX ANb PIPE NtEINFORCENNT TOP SLAB
� fl„ WITH ASTM STD 8-209, THICKNESS SHALL BE 0.80 INCH
BJIRB DII�tENSIONB BRICK MASONRY PIPE CU.'lt1S. {- 0 w
'V A- N- BRICK MAY BE USED TO PIPE SPAN WIDTH HEIGHT T $ MIN. 9YRLN PER 6"
5. TOP EDGE TREATMENT FILM SHALL BE 3 WIDE. CLEAR AND TRANSPARENT WITH A
ADJUST FRAME & COVER : - p A B ff NiO. tENBTNi E F BOTTOM HEIGHT FT. HT. C.S. R.C. _ � FE N
'�► _ q . TO SURFACE ELEVATION MAX. 1 Cr. YD. CU. YD taJ. m. r, *- STANDARD PRECAST CONCRETE PARKING CHOCK » SUB -RESISTANT PRESSURE SENSITIVE NON --YELLOWING ADHESIVE. "SKOTCHCAL"
M O .I� Z q " 12 2`-O 2'-0 2 -3 12 S •1 S •4 8.4 0.419 0.591 0.2$8 0.020 0.082 �' �
r Q N� X B EXP, JOINT " a q r n » t» r"
(PER SPACE) SET 3 FROM EDGE OF PAVEMENT. 2 SURFACE COURSE, 1-2 TRANSPARENT FILE 639 OR APPROVED
y .� 15" z°-on 2`-01, 2'-B" 12 W-1" W-4n W-4" o.419 O.eS� 0.2$8 0.031 0.04T v `j OD 6.. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLTTE HIGH INTENSITY, MANUFACTURED
2'•4" 2'-4n 2'-a" 14 3'-5" 3°-$" 3'-e" 0.408 0.e14- 0.20 0.044 0.085 �
�I. ���
,�" • $" --- n �- „ ,_ R q ,. » >_ q ,_ » '��;�� �: � BY 3M COMPANY OR APPROVED EQUAL.
24 3 0 9 0 3 -9 18 4 1 4 4 4 4 o.e9s 1.17e o.se2 o.ore a.113 " CRUSHED AGGREGATE BASE COURSE
" " " " q q 7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
A = 30 9.4 at-4" $ •9 i$ 4 •s 4 -8 4 -8 0.807 1.491 0.905 0.122 0.1T0
�» 4:-On 4'-0" 4'•8" 20. s'-1" Ni'-4" $'-4" 1.063 1.959 .0.481 0.17e 0,238 _»
/ // / , / � /ate // SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
42" 4�_Bn ;t_$q 4'•B" 22 5'-9" $'-O" $'•0" 1.333 2.503 0.527 0.240 0.32S �-
-4a \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ SPACING BETWEEN LINES.
.. n i q 7 n ► q t q 7 q a /\ \ \ \ \ \ \ \ \ \
4$ 8 -4 s -4 5_-9 28 6 -3 B -$ e'•B 1.$48 2.840 0.6$0 0.913 0.422�� / / / r r r
" son s'-10" $'-10" s=-9" 2$ e'•41" 7f•2n 7'•2" 1.e�rz 9-sox o.$09 o.eee o.aaNs 1$" PARKING STRIPE\/�\/�\/�\/�\/�\/�\/�\/���\
S. CORNER RADIUS OF SIGNS .SHALL BE 2.5"
n „ ` n , q n ! a i " SHEET i flF 1 �� \\\�\\\\�\\/\\��\�\\�\\�\\/� COMPACTED SUBGRADE
e0. 6 -$ a -$ 8 -3 $O 7'=7 T -10 7 -10 2.272 4.113 0.e58 0.489 0.860 9. ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
HEET 1 t3P 1 .. 08° je.i» 7l-1n B'-9" 92 8'-2" $'-Si" 8'-S" 2.824 4,TT$ O.TCNb 0.591 0.T98 s �
I SECTION Y Y B4 t0, MOUNT ON BUILDING OR METAL POST AS DIRECTED.
840.32
f LIGHT DUTY PAVEMENT DETAIL. HANDICAP SIGN DETAIL
JUNCTION BOX. PARKING CHOCK DETAIL
N.T.S. N.T.S.
N.T.S. N.T.S.
O
PROJECT MANAGER Dru►wrsvc SCALE 909 MARKET STREET RELEASED FOR DATE Os N N
,.UNCUNCW SURFACE PARKINGLOT
MAG NTS WILMINGTON. NC 28401 APPROVALS 5
40
DESM BY PROXCT j}ATE WK [phone] SEAL
RPB JAlLY2002BIDDING 1974 601 SOUTH COLLEGEROAD CODE49728P ITEM304A
ovEO BY PROJECT FNt)MBER DICWCMON Asheville. NC Columbia. SC �
MNH 2O102.71.V& Eniners . Ptdnaen - SurvePM Atlanta. GA Hickory. NC CONSTRUCTION . ' 5
FIE NAME PLOT DATE a Architects Charlotte, NC Raleigh, NC .` �Gt� � �.� WILMINGTON, NC 28403DETAILS
REV. NO, DATE Lat�edsc
DESCRIPTION C5-DETAILS 10/8/02 Wilmington. NC RECORD DWG. °4�Ai
•'` ('y'd.�
REVISIONS

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,

I.. RONALD T. FREDERICK, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM
DEED DESCRIPTION RECORDED IN BOCK AND PAGE (,AS , HOWN)_; THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AND DRAWN
FRAM INFORMATION FOUND IN BOOK AND PAGE .AS SHOW-ti , THAT THE
RA t IO .OF PRECISION AS CALCULATED IS 1. 10 QQO-L; AND THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS
MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
.__ _ . DAY OF ----- -_ ..___-._-.T_.---- A.D. 20-
-RONALD T. FREDERICK pLS'�L--4720 _�___N
I HEREBY CERTIFY THAT THIS PLAT IS QE THE FOLLOWING TYPE:
G.S. 47-30 (f)(11)(e)(1). THIS SURVEY IS OF AN EXISTING PARCEL
OR PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR
CHANGE AN EXISTING STREET.
RONALD T. FREDERICK PLS L--4720
9
TREE LEGEND
A
ASH
LEGEND
@eE
BEECH
&
BIRCH
EXISTING IRON PIPE
c
CEDAR
i
�0
IRON PIPE SET
cw
CHERRY
CALCULATED POINT
cm
CRAPE MYRTLE
GYP
CYPRESS
p
BORE HOLE
&G
DOGWOOD
SANITARY SEWER MANHOLE
@E
ELM
SANITARY SEWER CLEANOUT
@c
SWEET GUM
wv
WATER VALVE
@Hw
MISC. HARDWOOD
WATER METER
HICKORY
HO
HOLLY
FIRE HYDRANT
@mG
MAGNOLIA
TELEPHONE PEDESTAL
MAPLE
TELEPHONE MANHOLE
,w
JAPANESE MAPLE
ELECTRIC BOX
ml
MIMOSA
LIGHT POLE
RED OAK
w
WHITE OAK
POWER POLE
@c
OAK
CURB INLET
@PEG
PEACH
(
STORM DRAINAGE MANHOLE
PER
PEAR
(
YARD INLET
DPCN
PECAN
PRS
PERSIMMON
SD STORM DRAIN PIPE
@P
PINE
OU OVERHEAD UTILITY LINES
Pi}
POPLAR
D
fa RB
REDBUD
W WATER LINE
sY
SYCAMORE
----
SS -- - SANITARY SEWER LINE
@W
WALNUT
L
-- T ------ TELEPHONE LINE
DOUBLE
AND TRIPLE TRUNKS
°''
G OAS LINE
D_c
DOUBLE OAK
_
UE UNDERGROUND ELECTRIC
T.. Q
TRIPLE OAK
V}
_
UT UNDERGROUND TELEPHONE
CALIPER INCH SIZE OF TREE
_ ---
TYPE OF TREE
U
_x
X--- FENCE LINE
D FOR DOUBLE, T FOR TRIPLE
0
QF A I [LL RLP(M l. 1HR> b_VKVLT tiubJtt`U l 11 ANT k'AC t t AN
EASEMENTS VMICH MAY DE DISCLOSED BY :A FULL AND
ACCURATE TITLE SEARCH.
44 NO GRID MONUMENTS FOUND WITHIN. 2000' OF SITE,
j 5e ELEVATIONS. FOR THIS.,SURVEY .ARE BASE[ QN NAVD 88 DATUM
4 1 ESTABLISHED BY GRS SESSIONS DONE BY MCADAMS COMPANY
IKE
wv �' ACK
p
TAP=39.OD
INV IN.-­36.10'
18"RCP
c c� r
ca
PHALT
I c G /,'-SIGN ..,
� Cs
1 i
t GO
EX.
cv '.
BUILDING °
/ I TOP=38.75'
t IN _ 9 ' 1 " P
1 INV OUT= 35:78 18 RCP -
/ / ! ?
rl 4Q 15 T�
z 1 - '�
CiP 30.89
OP
o / INV IN=36,19'
EX; 12"RCP
BUILDING
j
p 9 i��pp�� �: s / G�. TOP= 40.72'
P9 � . A, t f Y ii -
, � i_ _ '-� , �- � I N V IN • � 39.80 6 PVC
1t�U1_Tn� f C3 it
1 � � / INV IN = 37.59' 12"RCP
INV OUT=37.57' 12"RCP
EXo
j
BUILDING..
a S
A EA
ck D� P
r 4 VOLLEY ACOURT
LL ' '--
."
FEI
r j
TOP= 39.89'
INV OUT=38.24'
(Ab @6 12 RCP
y{ ,
@NOc
� � fin..
\4 -0`�a' `�BASKETBALLis SP
UE
COURT
�.
EX.
BUILDING
TOP=42.3
C; JP
INV IN=37.56' 15"RCP
/ \t Nc, 'RCP
IN=37.55' 15
a
in
�z mE Y J ��
INV OUT=37.46' 15"RCP
--° , C,• O�t[��I� \ PARKING \ TO JUNCTION BOX P `
l 9c Vic.. FQ "
LOT
JY f
s �
� I{
I N V OUT= 0' ,,
15"RCP \` /
- °
JUNCTION
�� �•5_ -- / sa BOX
Ln PLANTER
/ ( '
PARKING \ �F (•)
ACT caNc
s
ASPHALT IKE
41 ACK
IKE
RACK..r t �'
IKE
0 3 LACK
-
BUILDING
IYE
a \\ ASPHALT CONC.
s<
1�
TOP = 42.46'
INV OUT-39.71'
15"RCP \ate
_a�,w

11 ...... ............ I'!!!!!!!
a a W V A
..........
matoom Am
AM
1_7 i 9111mil_ U11111 [PIN-Sti
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RUCTIM, o SEO
1. PRIOR TO CONSTRUCTION, THE OWNER (OR GENERAL CONTRACTOR, AS APPROPRIATE) SHALL
OBTAIN ALL NECESSARY PERMITS, INCLUDING BUT.� NOT LIMITED., TO, THE FOLLOWING:
1.1. A LAND DISTURBANCE PERMIT (I.E.: EROSION CONTROL / GRADING). FROM, THE N-Ci
DEPARTMENT OF ENVIRONMENTIAND NATURAL RESOURCES -:DIVISION OF ENERGY,
MINERAL. AND LAND RESOURCES.
1.21., A STATE STORMWATER PERMIT FROM THE N.C. DEPARTMENT OF ENVIRONMENT, AND
NATURAL RESOURCES .- DIVISION. OF: ENERGY, MINERAI-,. AND , LAND RESOURCES.
1.3. A *UNCW PHYSICAL PLANT - DIG. AND EXCAVATING PERMIT.": THE PERMIT APPLJCATION IS
AVAILABLE AT :HTTP://UNCW..EDU/FACIL.ITIES/"`FORMS/�DIG-,PER.MIT.P,DF
1.4. IF NECESSARY, A "UNCW CONFINED. SPACE ENTRY PERMIT" FROM THE UNCW
ENVIRONMENTAL HEALTH. AND SAFETY` DIVISION. THE CAMPUS POLICY AND PERMIT
APPLICATION ARE AVAILABLE AT
HTTP://UNCW.EDU/EHS`/`E)Or,.UmENTS/��UNC-WILMINGTONX2000N,FINEDX20SPACE7o2.OPOLICY.PDF
2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CLEARLY FIELD IDEN11FY AND LOCATE ALL
EXISTING UTILITIES WITHIN THE LIMITS OF THE PROJECT AREA. :ONCE: MARKED, THE
CONTRACTOR SHALL SCHEDULE A: WALK-THROUGH, NTH. THE OWNER ANDINGINEER TO:
2.1. VERIFY AND AGREE TO THE UTILITIES VERIFIED FOR.DEMOLITION AND OR SALVAGE
2.2. IDENTIFY AND RESOLVE POTENTIAL CONSTRUCTION CONFLICTS NTH THE EYJS71NG
UTILITY INFRASTRUCTIJRE..
3. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SCHEDULE A FIELD, MEETING WITH THE
OWNER. ENGINEER* AND: UNIVERSITY ARBORIST TO, DISCUSS THE SPECIFIED TREE PROTECTION.:
PRESERVATION PLAN.
4. IMPLEMENT THE APPROVED TREE PROTECTION. /RRESERVATION� PLAN PER THE APPROVED
PLANS /SPECIFICATIONS AND PER THE GUIDANCE DISCUSSED DURING THE MEETING WITH
THE UNIVERSITY ARBORIST.,
5., INSTALL TEMPORARY CONSTRUCTION. FENCING,.TREE PROTECTION FENCING, AND.: ALL
SEDIMENT AND EROSION CONTROL: MEASURES PER THE APPROVED SEDIMENT: &. EROSION
CONTROL PLAN.. THE CONTRACTOR S,HALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION
CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT.. AS REQUIRED.IHE CONTRACTOR
SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY
GOVERNING AGENCIES, PRIOR TO..ANY CLEARING.
6. ONCE THE INITIAL SEDIMENTAND EROSION. CONTROL MEASURES HAVE BEEN INSTALLEDO
SCHEDULE A PRE -CONSTRUCTION CONFERENCE PRIOR TO COMMENCI.NGANY LAND
DISTURBING ACTIVITY. AS DEEMED NECESSARY, THE OWNER, ENGINEER,,, CONTRACTOR, AND
REPRESENTATIVES FROM NCDENR W,ILL.BE INVITED TO ATTEND THE MEETING. FOR NCDENR
REPRESENTATIVES. PLEASE CONTACT DIVISION-017 LAND QUALITY AT (910) .796-7215.
ALL REQUIRED PERMEABLE PAVER SUBMITTALS. MUST BE APPROVED BY THE ARCHITECT
PRIOR TO PAVER CONSTRUCTION..
REMOVE RELOCATE EXISTING FIELD LIGHTING PER THE APPROVED :CONSTRUCTION PLANS
AND SPECIFICATIONS, CONTRACTOR SHALL REFER TO THE APPROVED ELECTRICAL PLANS FOR
ADDITIONAL JNFORMATION.
9. STRIP AND REMOVE EXISTING TOPSOIL FOR RE -USE. THIS MATERIAL SHALL BE STORED IN
THE APPROVED STOCKPILE LOCATIONS. ANY UN -USED MATERIAL SHALL BE REMOVED, AT
THE END OF CONSTRUCTION, FROM THE SITE AND DISPOSED OF IN AN APPROVED LOCATION
AT THE CONTRACTOR'S EXPENSE.
1O.REMOVE PORTIONS OF THE EXISTING. STORM DRAINAGE PER THE APPROVED CONSTRUCTION
PLANS AND SPECIFICATIONS.
11. EXCAVATE TO THE PROPOSED SUBGRADE ELEVATION IN THE LIMITS� OF THE PROPOSED
STORMWATER. MANAGEMENT AREA. IF SUITABLE / RE -USABLE (AS DETERMINED BY UNCW
REPRESENTATIVES AND / OR, THE ON -SITE GEOTECHNICAL ENGINEER) THEN THE
CONTRACTOR. SHALL SEPARATE THIS:MATERIAL INTO. A SEPARATE. STOEKPILE�. STOCKPILES
SHALL BE PROTECTED (ENCIRCLED) WIT H,DOUBLE ROWS OF SILT FENCE. STOCKPILE SIZES
AND LOCATIONS MUST BE MINIMIZED DUE TO THE LIMITED STORAGE AREA. ANY UN -.USABLE
MATERIAL AND ANY. UN. USED. MATERIAL FROM THE STOCKPILE -AT THE END OF
CONSTRUCTION SHALL BE REMOVED FROM SITE AND DISPOSED OF PROPERLY AT THE
CO TRACTOR'S EXPENSE.
12. PRIOR TO PLACEMENT / COMPACTION OF ANY­BACKFILL WITHIN THE STORMWATER
MANAGEMENT AREAS, THE ON -SITE GEOTECHNICAL ENGINEER SHALL INSPECT THE FIELD
AREA AND STORMWATER MANAGEMENT AREA. SU,B-GRADE. IF THE CONTRACTOR CONSTRUCTS
AND COVERS UP THESE AREAS PRIOR TO. INSPECTION, THEN THE SUB -GRADE SHALL BE
.UNC . OVERED AND TESTED AT THE CONTRACTOR'S: EXPENSE. NO BACKFILL MATERIAL SHALL
BE PLACED FOR TH E STORMWATER MANAGEMENT AREA UNTIL APPROVAL IS OBTAINED FROM
THE ON -SITE GEOTECHNICAL ENGINEER.
13. BEGIN PLACEMENT OF BACKFILL MATERIAL AND CONSTRUCTION OF THE PROPOSED STORM
DRAINAGE, AND STORMWATER MANAGEMENT AREAS PER THE APPROVED CONSTRUCTION PLANS
AND SPECIFICATIONS.
14. SCHEDULE A FINAL AS -BUILT. INSPECTION WITH THE DESIGN ENGINEER AND PROVIDE AN
AS -BUILT SURVEY (SEALED BY A, PLS REGISTERED IN NORTH CAROLINA) TOTHE DESIGN,
ENGINEER. PLEASE NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH
THE SURVEYOR TO ENSURE THE SEALED SURVEY CONTAINS ALL OF THE, NECESSARY
INFORMATION. THE. INFORMATION REQUIRED TO BE, SHOWN ON THE AS -BUILT SURVEY
INCLUDES, BUT -IS NOT LIMITED TO, THE FOLLOWING:
14.1. ELEVATIONS OF THE,SUBGRADE THROUGHOUT THE PERMEABLE PAVER SYSTEM.
14.2. ELEVATIONS OF TOP OF STONE (EACH COURSE).OF THE,PAVER SYSTEM AREA.
14.3. ELEVATIONS OF THE FINISHED GRADE THROUGHOUT THE.PERMEABLE PAVER SYSTEM,
INCLUDING EDGE RESTRAINTS..
14.4. LENGTHS / INVERTS OF THE STORM DRAINAGE AND UNDERDRAIN SYSTEM
14.5. OUTLET STRUCTURE SIZE INVERT ELEVATIONS ETC,
ANY COMMENTS OR DEFICIENCIES IN THE CONSTRUCTION, MUST, BE. CORRECTED TO THE
SATISFACTION OF THE. ENGINEER. AND OWNER BEFORE � CERTIFICATION SHALL BE GRANTED.
UPON FINALAPPROVAL FROM THE ENGINEER,.THE CONTRACTOR MAY BEGIN IMPOUNDING
WATER. NO WATER SHALL BE PERMANENTLY IMPOUNDED, (I.E. THE, TURN -UP VALVE
CLOSED) BEFORE AN APPROVAL IS ISSUED FROM...BOTH THE OWNER AND THE DESIGN
ENGINEER.
GROUND STABUZATION
SITE AREA
STABILIZATION
STABIUIZATION TIME
DESCRIPTION
TIME FRAME,
FRAME EXCEFfnONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER.
7 DAYS
NONE
(HQW) ZONES
IF SLOPES. ARE10
SLOPES STEEPER.
OR. LESS IN LENGTH
THAN. 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 20, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7—DAYS FOR SLO PES
FLATTER
14 DAYS
GREATER THAN 50
FIEEr. IN LENGTH,
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS. AND HOW
FLATTER THAN 4:11
ZONES)
EROS10 TROL:b]QZS
..UNC—WILMINGTON
THE HUB
WILMINGTON,. NORTH CAROLINA
RECEIVING STREAM UT TO BRADLEY CREEK
CLASSIFICATION :SC-HQW .(NOT WITHIN 575' OF HQW)
�,P.ROJECT N UMBER: TIP — 15000
DESIGNED BY: CORY GEORGE, PE. PLS
THIS PROPOSED DEVELOPMENT WILL CONSIST OF THE ADDITION OF A -DINING FACILITY, KNOWN AS THE:HUB.: SIDEWALK,..
S
UTILITY IMPROVEMENTS AND A�PERMEABLE PAVER BMP SY TEM. THE PROPOSED PROJECT`S DEMOLITION. AND EROSION
:.CONTROL IS TO BE COMPLETED. IN TWO STAGES.
1. CONTRACTOR: SHALL LOCATE AND VERIFY� THE LOCATION AND DEPTH OF ALL EXISTING. UTILITIES PRIOR TO
BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES /CONFLICTS..
2. THE. CONTRACTOR, SHALL NOTIFY '"NORTH CAROLINA ONE CALL- (1-800-.6321-4949) AT LEAST 48 HOURS BEFORE, 11
BEGINNING ANY EXCAVATION OR UTILITY WORK TO HAVE, EXISTING U11LITIES LOCATED.
3. ERIOSI ON. CONTROL. DURING SITE. CON STRU.CTION WILL BE ACCOMPLISHED BY USE OF SILT FENCING �AND SILT.FENCE
OUTLETS. DEVICES MUST BE EMPTIED WHEN SEDIMENT ACCUMULATION HAS REACHED,6" DEPTH.
ALL EROSION CONTROL MEASURES:ARE DESIGNED PER CRITERIA ESTABLISHED BY THE NC EROSION AND SEDIMENT
CONTROL PLANNING AND.DESIGN MANUAL.
5. CONTRACTOR TO VERIFY SILT FENCE OUTLET,. PLACEMENT AT LOW POINTS AS THEY EXIST OR. DEVELOP. ADDITIONAL,
SILT FENCE: OUTLETS. MAY BE,. REQUIRED, TO :PREVENT EROSION DURING AND AFTER CONSTRUCTION AND LAND''
DISTURBANCE ACTIVITIES. IF ADD17IONAL SILT FENCE OUTLETS� ARE NECESSARY, CONTRACTOR TO:. ADD� ADDITIONAL..,
SILT: FENCE OUTLETS PER,.ENGINEER, NCDENR EROSION CONTROL INSPECTOR, OR OWNER DIRECTION
6. ALL EROSION CONTROL MEASURES ARE DESIGNED PER CRITERIA ESTABLISHED BY THE:NC EROSION AND.SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.,
7. CONSTRUCTIOU SEQUENCING IS CRITICAL TO THE SUCCESS OF :EFFECTIVE EROSION CONTROL FOR THIS PROJECT.
REFER TO THE CONSTRUCTION SEQUENCE FOR.PHASING..OF THE CONSTRUCTION AND INSTALLATION� OF. EROSION
CONTROL DEVICES.
8. ABSOLUTELY NO SEDIMENT SHOULD BE ALLOWED TO ACCUMULATE IN AREAS OF THE PERMEABLE PAVER SUBGRADE._
9. UPON COMPLETION OF. GRADING AND CONSTRUCTION PERMANENT VEGETATIVE COVER. -SHALL BE INSTALLED AND
STABILIZED. CALL.FOR DEMLR � FINAL INSPECTION, ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES MUST
REMAIN IN PLACE UNTILPERMANENT VEGETATION IS ESTABLISHED.,
SEEDBEO PREEARA
AREAS TO BE SEEDED TO BE SCARIFIED 4',DEEP. A FIRM, WELL PULVERIZED, UNIFORM SEEDBED SHOULD BE
PROVIDED. FERTILIZER SHALL BE PLACED DURING SCARIFICATION. AS. FOLLOWS. -
LIME: 45 LBS 1000 SF
PHOSPHOROUS: 20 LBS 1,000 SF
FERTILIZER: 17 LBS: 1,000 SF
PER. NORTH CAROUNA SOIL AND SWIMENTATION LAW. A VEGETAnVE GROUNDCOVER SUFFICIENT TO'PERMANIENTLY
RES7RAIk EROSION SHALL BE. RE STABUSHEDAMTHIN 21 MENDAR.. DAYS.::jk�. COMPLLMON OF ANY PHASE OF
GRADING.. PERMANANT GROUNDCOVER: FOR ALL DISTLIRSED AREAS . VATHINA 5 WORKING � DAYS::OR 90: CALENDAR DAYS�
(WHICHEVER IS, SHORTER) FO�OWING COMPLE-nON OF CONSTRUCTION. OR DEVELOPMENT.
SEED-ING DATE SEEDING MIEURE 62PLI N _RATF.
JAN 1 MAY, 1 RYE (GRAIN) 12O.LBS/AC
KOBE LESPEDEZA 50 LBS/AC
MAY 1, - AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 - DEC 30 RYE (GRAIN) 120 LBS/AC
FOLLOW RECOMMENDATIONS OF SOIL.TESTS ORAPPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750
LB/AC 10-10-10 FERTILIZER (FROM AUG 15 - DEC 30,INCREASE 10 10-10 FERTILIZER TO 1000 LB/AC).
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT 0.10 GALLONS, PER SQUARE YARD (10
GAL/1,000 SQ, FT).
MAINTENA
JAN 1 AUG 15:. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTILIZE, AND MULCH
IMMEDIATELY. FOLLOWING EROSION OR OTHEWDAMAGE.
AUG 15 - DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP. DRESS WITH 50 LB/AC
OF NITROGEN IN MARCH. IF IT IS NECESSARY TO.. EXTEND TEMPORARY COV.. R
BEYOND JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN LATE FEBRUARY
''OR EARLY MARCH.
USE THE TEMPORARY SEEDING: SCHEDULE, ONLY WHEN DATE IS NOT. CORRECT TO USE THE PERMANENT:
SEEDING SCHEDULE.
EE 5EEDING, SCHEDULE
ING uac ING MIXTURE
MAY 15 - JUL 31 (BEST) BERMUDA GRASS 100 LBS/AC
AUG 1 SEP 15 (POSSIBLE)
SEED TO BE TEMPORARILY IRRIGATED UNTIL ADEQUATE GERMINAnON/GROUND COVER IS ACHIEVED.
SOIL AMENDMENU
FOLLOW RECOMMENDATIONS OF SOIL TESTS.
bduLQd
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT AT 0.10 GALLONS PER SQUARE YARD (10,
GAL/1,000 SQ FT).
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS: OR
APPLY 150 LB/AC 10- 10- 10 FERTLIZER. MOW REGULARLY TO. AMEIGHT OF 2-4 INCHE&
BUILDING WASTES HANDUNG.
.140 PAINT OR LIQUID WASTES, IN. STREAM. OR STORM.
DRAINS
DEDICATED, AREAS FOR DEMOLITION, CONSTRUCTION AND
OTHER.WASTE;S MUST BE LOCATED 50',,FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES AVAILABLE.
EARTHEN . MATERIAL STOCKPILES, �MUST BE,10CATED 50"
'FROM -STORM DRAINS AND STREAMS UNLESS: NO
REASONABLE . ALTERNATIVES AVAILABLE.
CONCRETE MATERIALS MUST, BE CONTROLLEQ.TO. AVOID
CONTACT WITH SURFACE WATERi WETLANDS, OR. BUFFERS.

I
I
N
I
SITE LEGEND
SIGNAGE
YARD LIGH IS
LIG HT POLE
POWER POLE
UNIVERSITY
TRAFFIC DIRECTIONAL ARROW
APARTMENTS
ACC
R551
ACCESSIBLE PARKING STALL
I EXISTING SIDEWALK
CLE AS
AC ESSIBRMP
R75'
UNIVERSITY
APARTMENTS
PHASE LINE
zr
PROPERTY LINE
R —OF—WAY LINE
IGHT
LOT LINE
R48'
. ....
EASEMENT LINE
CENTERLINE
Z-4
6' CONCRETE
......
SIDEWALK
..........
CONCRETE
INT PING
PASM
BENCH (TYP.)
EXISTING TREE
TO REMAIN
X—X—X—X—
FENCE
(TYP.)
V_-� gem.- 06_4191� Rwov W-M gem
BUILDI NG SCOPE LIMITS
ry
14-ANDSCAPE ALTERNATE #1 LIMITS
PROPOSED
CENTERLINE
GALLOWAY HALL
`ALTERNATE #1:
ALL LANDSCAPE IMPROVEMENTS, INCLUDING ELECTRICAL
BENCH FIXTURES AND FURNISHING'S, SHALL BE BID AS
(TYP.) ALTERNATE #1. BASE BID '= HALL INCLUDE ALL
SUBSURFACE IMPROVEMENT") REQUIRED FOR BUILDING
AND STORMWATER MANAGEMENT. THIS INCLUDES
GEOTHERMAL AND SEEDED TOPSOIL OVER ALL IMPACTED
LANDSCAPE AREAS.
ANDS
EXISTING SIDEWALK
HVIL E'N"INEER
The John R. McAdams Company
2905 Meridian Parkway
Durham, NC 27713
[phone]
www.mcadamsco-com
REVISIONS
Na Descrii0on D a
4
DUMPSTER AD
•
PERMEABLEPAVERS
A
R90' R110'
f T fly?? iffy?
PROJECT NO.
1025-01-15
-TREE GRATES
A CA%
GRAHAM HALL PROJECT DATE
r Q,
JAN 28� 20t6
SEAL
04203
04.
DRAINN 4
B. STEPHENS
co
LOT J
CHECKED
C. GEORGE
— PROPOSED PARKING
SPACES
GRAPHIC SCALE
30 0 15 30 60
1
iffsposm 1
I inch = 30 ft.
v 7, 1
APik-TWAR& S HUB
AT UNCW
6oi S. COLLEGERD.
WILMINGTON, NC 28403
M-11 OF
J vllul
DWG NO.
o1TE PLAN C300
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INV OUT 40.00
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INV OUT= 37.97
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INV OUT =38.57
INV IN=38.08 (EX!--DI-105) M -203
INV IN=38.24 (DI-•-104)
T/G =41.80
INV OUT=37.99
INV IN=38.63 (YI--204)
DI-103
INV OUT=38.53
T/G=43.90
INV OUT=38.40
YI-204.
T/G=42.10
DI-104
INV IN =39.19 .(YI--205)
TjG=43.82
INV IN=39.19 (YI-206)
INV OUT=38.53
INV IN-=39.19 (YI-207)
INV OUT 39.09
YI-205
T/G=43.10
INV OUT 39.65
YI-206
T/G=41.30
INV OUT 39.47
Yi-207
T/G=42.10
INV OUT 39.56
GRADING LEGEND
FLARED END SECTION
STORM DRAINAGE
STORM SERVICE LINE
ENDWALL SECTION
RD RD RD
ROOF DRAIN, 8" ADS
NON --PERFORATED TUBING OR
®
CATCH BASIN
EQUAL 1.0% MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
DROP INLET
TRAFFIC AREAS
STORM SERVICE INLET
TP TP TP
TREE PRO Ti
�CON
LD LD
LIMITS OF DISTURBANCE
STORM SERVICE ROOF -DRAIN
WOODED AREA
JUNCTION Box
250
10' CONTOUR
--�--�-
DRAINAGE FLOW ARROW
252
2 CONTOUR
25O
-----------------
,
EXISTING 10 CONTOUR
INa
LINE BREAK SYMBOL
------- 252-------
EXISTING 2' CONTOUR
250.50
TOP & BOTTOM CURB ELEVATIONS
_ .�
N
EASEMENT LINE
L
250.00
TW=223.00--TOP OF WALL ELEVATION
ACCESSIBLE PARKING AREA
BW=213.00--BOTTOM OF WALL ELEVATION
(2% MAX. SLOPE)
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
SPILL CURB
+ 250.60
SPOT ELEVATION
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
CAL ENGINEER..
The John R. McAdams Company
2905 Meridian Parkway
Durham, NC 27713
[phone]
www.meadamsco.com
REVISIONS
PROJECT NO.
1025.01-15
PROJECT DATE
CA
'moo`+�'���
JAN 28 2016
fl ..•��_SS/�•.f�
: fl
i T SEAL
042031
~J
DRAWN
A. R.ICHARDS
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., cop,'(
ofls
CHECKED'
C. GEOR-GE
ARAMAxK S
H U."
ArrUC
6ol S. COLLEGE RD.
WILMINGTONN, NC 28403
.. n 1 ,, .' , :..
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' r , • = CONTRACTOR SHALL RELOCATE EXISTING P.IV. AND < , \,, -
. GALLOWAY HALL I Z -�;' TWO PROTECTIVE BOLLARDS BEHIND PROPOSED \,; 2z%� ,��
f z _ EDGE OF PAVEMENT AS SHOWN, ALONG WITH ''`
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1r._ n I FIE RM. TO BE PROVIDED WITH NEW SIGN. `
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_ I1 ` YARD INLET (TYP.)
f TOWER ' �2 .vb-
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II
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E iz Sias i
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a °__. ;
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k F Si tNG ANO DETAILS ARE �. h 1 _ I
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SHEETS} f FOR REFERENCE N ,ti ,­
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3 ���\� \\//Iljj .� • 1, K,-
4y
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z
PROPOSED$,UNDERGROUND' 4" CLEANOUTI \ \ / - `� y
ELECTRIC. SHOWFOR _ 41.60 1°-'""�,,--- __ �H,.
INVERT , I<tTCHEN WASTE
REFERENCE ONLY, SEE i M,a .. I I
ELECTRICAL; SHEETS. I 8"X6" TAPPING SLEEVE AND VALVE,'i-►-------- A4MESTiC WASTE 4 e
s 6" DIP FIRE SERVICE LINE, P.I.V. WITH' 9 s
2 PROTECTIVE BOLLARDS, SERVICE
S TER tNA WtiH BLIND 1 § »aa�:
�` HALL M TE
> \
r -rr
i FLANGE 1 FOOT ABOVE FFE IN h ,- s i fi
I < MECHANICAL ROOM TH
44
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z _ r 7> LF 4 SCH40 vC4. \
s`k •". / ✓
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a <o u u
a € #
r, .�: s � t "
`�'-"' 'a--- t 2 DOMESTIC SERVICE TAP
5
i _ ) EE �7 AND VALVE. SBRVICt LINE TO - "11
11 I r - - S BE a SDR 9, POO PSI I • .
'�°\ s �; � � POLYETHYLENE ; PIPE; PROPOSED .
". 1 Xr x TRANSFORMER, SEE
Bea. :zF 2 r. `s � yr«r
" ..11-S > "3A ✓na w$.m Ala ....A.o' w5 2`, a xj ,n 1"' P ELECTRICAL SHEETS.
ASPHALT TO BE PATCHED TO � _,,....----^'-` e CLEANOUT
MATCH EXISTING ,CONDITIONS a r 6 75 LF 4" SCH40 PVC INVERT•. 36.90
w w LD_
AS NECESSARY (-'t'P.) ' m _. s t " g i.00% w -- ip--�-�--� �.n-------------�-- ---�--"• ...�..._---
5', 75 LF 4 SCH40 PVC ~ ''�,, W
t 1.00% DROP INLET -/
Il CONTRACTOR TO SHUT OFF ( )
I ' ' �" � ` ,� r; ��� ��. � � � K. —
r.� PROVIDE NEW RELOCATED
{� £=s< ��e, e_ 4" CLEANOUT € HYDRANT AS SHOWN. F
S INVERT: 36.15 r
80 LF e SOH40 PVC - /�/ 9 _ �..0 .-, > „ ..,. ♦w .... , • • �m._ , - : � "� = z.,, w � ;= . � W" •,M � zsz� �>N r.._ .xt
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01.0070
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i '�4
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`` W I �, - 5
`°3 4" cLEANOUT 9 LC}T
k x --� N< < INVERT: 35.40
F • st x i
�; %P z .
4" PVC SEWER TO TIE-IN ON ° � t 11 y 4'ty B I
EXISTING SHELF IN MANHOLE. 4S� `s . 9 I
w ry '
INVERT 34.60 - I � I 9
q i i ,
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%
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May' .\
'C, =
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i I
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i
I
£ GRAHAM, .HALL
£ (TYP.)
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;
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I
UTILITY NgM-.
1. ANY SITE IMPROVEMENTS TO BE IN ACCORDANCE WITH
CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS.
2. ALL NEW BACKFLOW DEVICES SHALL BE IN ACCORDANCE WITH
PROJECT SPECIFICATIONS AND DETAILS, AND LOCATED WITHIN THE
MECHANICAL ROOM AS SHOWN ON BUILDING CONSTRUCTION
PLUMBING PLANS.
3. CONTRACTOR SHALL REPAIR ANY UTILITY OR STRUCTURE
DAMAGED DUE TO CONSTRUCTION AT NO EXPENSE TO THE
OWNER. ANY REPAIRS SHALT. BE COORDINATED WITH UNCW AND
ENGINEER.
4. CLEANOUTS LOCATED IN PAVEMENT OR OTHER TRAFFIC AREAS TO
BE LOAD BEARING.
5. DOMESTIC SERVICE TAP TO BE PROVIDED WITH A 2 PIECE SERVICE
SADDLE IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
6. POST INDICATOR VALVES TO BE IN ACCORDANCE WITH PROJECT
SPECIFICATIONS AND PROVIDED WITH FIRE ALARM AND SIGN.
UTILITY LEGEND
—++*
FIRE HYDRANT ASSEMBLY
*v
FIRE DEPARTMENT CONNECTION (FDC)
13
WATER METER
N
WATER VALVE
POST INDICATOR VALVE
PVi
lizh
VALVE IN MANHOLE
METER & VAULT
BACKFLOW PREVENTER
REDUCER
"
PLUG
0-I­
BLOW —OFF ASSEMBLY
SANITARY SEWER MANHOLE
o
ISEWER CLEAN --OUT
GREASE TRAP
>
SEWER FLOW DIRECTION
ARROW
YARD LIGHTS
AK
LIGHT POLE
POWER POLE
/-%%
LINE BREAK SYMBOL
• I
WATERLINE
. I
WATER SERVICE LINE
—�_
UTILITY SLEEVE
SANITARY SEWER
.
SEWER SERVICE LINE
G G - G G
GAS LINE
OU OU
OVERHEAD UTILITY
UE UE
UNDERGROUND ELECTRIC
T T T T
TELEPHONE
--• —
EASEMENT LINE
GRAPHIC SCALE
30 0 15 30 60
1 inch t 30 ft.
CIVIL ENS -WEER.
The John R. McAdams Company
2905 Meridian Parkway
Durham, NC 27713
[phone]
www.mcadamsco.com
REVISIONS
No, Ides ripfion
Date
PROJECT NO.
1025-01-15
PROJECT DATE
`t
,°°°e,�e'�� . CA�� ,�'i'..
JAN 2$,' 2016
�Q.�'FESS10•'•��'
= - 91
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..
u ? 042031 4
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C. GEORGE
•.j"*****•� G<v°°°°
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CHECKS©
C. GEORGE
ARAMARICS HU-1.1
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1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES BETWEEN THE CONSTRUCTION PLANS, SPECIFICATIONS, AND NOTES SHALL BE BROUGHT
TO THE DESIGN ENGINEER'S ATTENTION IMMEDIATELY.
2, THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATION BY THE ON -SITE GEOTECHNICAL ENGINEER THAT THE
GEOTECHNICAL ASPECTS OF THE PROJECT (I.E. COMPACTION AND INFILTRATION REQUIREMENTS) WERE CONSTRUCTED PER THE
APPROVED PLANS. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON -SITE GEOTECHNICAL
ENGINEER, AT THE END OF CONSTRUCTION. THESE REPORTS AND CERTIFICATION WILL BE NEEDED DURING THE AS -BUILT CERTIFICATION
PROCESS FOR THIS STORMWATER FACILITY. THEREFORE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON -SITE GEOTECHNICAL ENGINEER CAN CERTIFY
THE CONSTRUCTION.
3. IT IS ANTICIPATED THAT DEWATERING MAY BE NECESSARY IN THE EXCAVATION AREAS (E.G. SUBGRADE AREAS). THEREFORE, THE
CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER
FROM VARIOUS PARTS OF THE ARTIFICIAL TURF SITE. DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTOR SHALL
KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION / CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS
REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT DISCHARGED FROM THE
SITE (I.E. PUMPED WATER MAY NEED TO BE DIRECTED TO AN APPROVED EROSION CONTROL DEVICE PRIOR TO DISCHARGE).
4. IN ORDER TO AVOID COMPACTION OF THE EXISTING SOIL, ABSOLUTELY NO EQUIPMENT SHOULD BE DRIVEN OVER THE PROPOSED
LOCATION OF THE INFILTRATION AREAS BEFORE AND AFTER CONSTRUCTION. NO CONSTRUCTION MATERIAL IS TO BE PLACED OR
STOCKPILED IN THE INFILTRATION AREAS.
PEPJvW4M1Z PAVER 11141-i'''ILTItAMON. REQITJ'1]113�M�EN�m
1. LIGHT TRACKED CONSTRUCTION EQUIPMENT IS RECOMMENDED FOR THE CONSTRUCTION OF THE PERMEABLE PAVEMENT AREAS
TO PREVENT COMPACTION. HOWEVER, TO ENSURE THE INFILTRATION AREAS WILL FUNCTION AS DESIGNED, AFTER EXCAVATION
OF THE INFILTRATION AREAS IS COMPLETE, HYDRAULIC CONDUCTIVITY TESTS SHALL BE PERFORMED, BY THE ON -SITE
GEOTECHNICAL ENGINEER OR LICENSED SOIL SCIENTIST, ON THE SUBGRADE AREAS TO DETERMINE WHETHER OR NOT THE
DESIGN/PERMITTED INFILTRATION RATE OF 8.32 INCHES PER HOUR IS CURRENTLY AVAILABLE, IF THE INFILTRATION RATE IS
NOT AVAILABLE OR LESS THAN 1.04 INCHES PER HOUR, THE CONTRACTOR SHALL AMEND THE SUBGRADE AREAS AT THE
DIRECTION OF THE ON -SITE GEOTECHNICAL ENGINEER, DEPENDING UPON THE . LEVEL OF REMEDIATION NEEDED, POTENTIAL
OPTIONS THAT COULD BE USED ARE:
A. ROTOTILLING THE BASIN FLOOR. DEPTH OF AT LEAST 6--INCHES TO PROVIDE A WELL -AERATED, HIGHLY POROUS SURFACE
TEXTURE
B. UNDERCUT/REPLACE THE TOP 4 INCHES OF THE SUBGRADE MATERIAL WITH 4" OF WASHED SAND. THE WASHED SAND
SHALL MEET REQUIREMENTS OF WASHED ASTM-C--33 FINE AGGREGATE CONCRETE SAND. IN ADDITION TO THE ASTM-C-33
SPECIFICATION, THE WASHED SAND MUST MEET THE FOLLOWING CONDITIONS:
SAND MUST MEET GRADATION REQUIREMENTS FOR ASTM--C--33 FINE AGGREGATE CONCRETE SAND. AASHTO M--6
GRADATION IS ALSO ACCEPTABLE,
• SAND MUST BE SILICA BASED. NO LIMESTONE BASED PRODUCTS MAY BE USED. IF THE MATERIAL IS WHITE OR GRAY
IN COLOR, IT IS PROBABLY NOT ACCEPTABLE.
• SAND MUST BE CLEAN, NATURAL, UNWASHED SAND DEPOSITS MAY NOT BE USED. LIKEWISE, SAND THAT HAS BECOME
CONTAMINATED BY IMPROPER STORAGE OR INSTALLATION PRACTICES WILL BE REJECTED.
• MANUFACTURED SAND OR STONE DUST IS NOT ACCEPTABLE UNDER ANY CIRCUMSTANCE,
ob PLEASE NOTE ANY FILL MATERIALS TO BE USED FOR CONSTRUCTION OF THE INFILTRATION AREA FLOOR (IF
NECESSARY) SHALL BE CERTIFIED BY THE ON -SITE GEOTECHNICAL ENGINEER OR LICENSED SOIL SCIENTIST AS
MEETING THE MINIMUM HYDRAULIC CONDUCTIVITY OF 1.1 INCHES PER HOUR (I.E. DOUBLE THE MIN. STATE SPECIFIED
RATE OF 0.52 IN/HR),
2. THE SURFACE OF THE SUBGRADE SHALL MEET THE FOLLOWING REQUIREMENTS:
2.1. SOIL SUBGRADE SHALL HAVE A SLOPE OF LESS THAN OR EQUAL TO 0.50%
2,2. THE SOIL SUBGRADE SHALL BE GRADED WHEN DRY AND THE AGGREGATE BASE COURSE AND PERMEABLE PAVEMENT
INSTALLATION SHALL BE COMPLETED AS QUICKLY AS POSSIBLE TO REDUCE RISK OF SOIL SUBGRADE COMPACTION.
1
3. DRAINAGE MEDIA FOR THE INFILTRATION AREAS SHALL BE ENCLOSED ON ALL SIDES BY ANON --WOVEN GEOTEXTiLE FABRIC.
PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMIT A SPECIFICATION FOR THE PROPOSED GEOTEXTILE FABRIC FOR REVIEW
/ APPROVAL BY THE DESIGN ENGINEER,
SPECIRCATIONS-
1. THE 4' INTERNAL DIMENSIONED OUTLET STRUCTURE SHALL BE CONSTRUCTED ACCORDING TO NCDOT STANDARD DETAIL 840.45
AND PROVIDED WITH A LID AND CASTING AS SHOWN ON OUTLET STRUCTURE DETAIL. PRIOR TO ORDERING, CONTRACTOR TO
SUBMIT SHOP DRAWINGS TO THE DESIGN ENGINEER FOR REVIEW / APPROVAL AND SHALL ALSO INCLUDE STEPS (IN
ACCORDANCE WITH NCDOT STD. 840.66) AS NECESSARY.
2. ALL BACKFILL MATERIAL TO BE USED IN CONSTRUCTION OF THE PERMEABLE PAVEMENT AREAS SHALL BE PER THE PROJECT
SPECIFICATIONS (I.E. WASHED AGGREGATE). _ -
3. UNDERDRAINS SHALL BE PERFORATED HDPE (ADS N-12 OR ENGINEER APPROVED EQUIVALENT).
4. ANY STONE USED IN THE PERMEABLE PAVER AREAS SHALL BE WASHED STONE. ABSOLUTELY NO LIMESTONE IS ALLOWED.
CONSOMUCnON OMEMNCE
1, PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBANCE (EROSION CONTROL / GRADING) PERMIT AND A STATE
STORMWATER PERMIT FROM THE NC DIVISION OF WATER QUALITY, A UNCW DIG PERMIT, AND ALL OTHER NECESSARY PERMITS FROM
OTHER APPLICABLE AGENCIES,
2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT & EROSION CONTROL PLAN, THE
CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS
REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING
AGENCIES, PRIOR TO ANY CLEARING,
3. STRIP AND REMOVE EXISTING GRASS, ROOT MAT, AND TOPSOIL FROM AREAS OF THE PROPOSED INFILTRATION AREAS. THE TOPSOIL
AND GRASS / ROOT MAT MATERIAL SHALL BE STORED IN SEPARATE STOCKPILES IN THE APPROVED STOCKPILE LOCATION. AT THE
END OF CONSTRUCTION, ANY UN ---USED TOPSOIL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN AN APPROVED
LOCATION AT THE CONTRACTOR'S EXPENSE. GRASS / ROOT MAT MATERIAL SHALL NOT BE USED ON THE SITE AND SHALL BE
REMOVED- FROM THE SITE AND DISPOSED OF IN AN APPROVED LOCATION AT THE CONTRACTOR'S EXPENSE.
4. EXCAVATE TO THE PROPOSED SUBGRADE ELEVATION IN THE LIMITS OF THE PROPOSED PERMEABLE PAVEMENT AREA. IF SUITABLE (AS
DETERMINED BY .UNCW REPRESENTATIVES) FOR USE IN PENDING PROJECTS ON CAMPUS, THEN THE CONTRACTOR SHALL STORE ANY
REMOVED MATERIAL IN A SEPARATE STOCKPILE FROM THE TOPSOIL STOCKPILE. AT THE END OF CONSTRUCTION, UNCW WILL
DETERMINE WHETHER OR NOT TO KEEP THIS MATERIAL IN THIS LOCATION OR IF IT SHALL BE MOVED (AT THE CONTRACTOR'S
EXPENSE) TO ANOTHER LOCATION ON CAMPUS. IF THIS MATERIAL IS DEEMED UN --USABLE, THEN THE CONTRACTOR SHALL REMOVE
THIS MATERIAL FROM THE CAMPUS AND DISPOSE OF IT IN AN APPROVED LOCATION AT THE CONTRACTOR'S EXPENSE.
5, PRIOR TO PLACEMENT / COMPACTION OF ANY BACK FILL WITHIN THESE AREAS, THE ON --SITE GEOTECHNICAL ENGINEER SHALL
INSPECT THE INFILTRATION AREA SUB -GRADE, IF THE CONTRACTOR CONSTRUCTS AND COVERS UP THESE AREAS PRIOR TO
INSPECTION, THEN THE SUB -GRADE SHALL BE UNCOVERED AND TESTED AT THE CONTRACTOR'S EXPENSE. NO BACKFILL MATERIAL
SHALL BE PLACED FOR THE INFILTRATION AREA OR ARTIFICIAL TURF AREA UNTIL APPROVAL IS OBTAINED FROM THE CON -SITE
GEOTECHNICAL ENGINEER,
6. BEGIN PLACEMENT OF BACKFILL MATERIAL AND CONSTRUCTION OF THE PROPOSED PERMEABLE PAVEMENT AREA PER THE APPROVED
CONSTRUCTION PLANS AND SPECIFICATIONS.
7. UPON COMPLETION OF THE PERMEABLE PAVER INSTALLATION, PROMPTLY STABILIZE AND SEED DISTURBED AREAS PER THE APPROVED
SEEDING SCHEDULE,
8. SCHEDULE A FINAL AS -BUILT INSPECTION WITH. THE DESIGN ENGINEER AND PROVIDE AN AS -BUILT SURVEY (SEALED BY A PLS
REGISTERED IN NORTH CAROLINA) TO THE DESIGN ENGINEER, PLEASE NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE
WITH THE SURVEYOR TO ENSURE THE SEALED SURVEY CONTAINS ALL OF THE NECESSARY INFORMATION. THE INFORMATION REQUIRED
TO BE SHOWN ON THE AS --BUILT SURVEY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:
8.1. ELEVATIONS OF THE. SUBGRADE AT BUILDING CORNERS, EACH CORNER OF THE PAVER AREAS AND THROUGHOUT THE AREA.
8.2. ELEVATIONS OF TOP OF STONE (EACH COURSE), THROUGHOUT AND AT CORNERS.
8.3. ELEVATIONS OF THE TOP OF PERMABLE PAVERS, THROUGHOUT AND AT CORNERS.
8.4. ELEVATIONS OF THE CONCRETE EDGE RESTRAINT,
8.5. LENGTHS / INVERTS OF THE UNDERDRAIN SYSTEM
8.6. OUTLET STRUCTURE SIZE / INVERT ELEVATIONS INCLUDING WEIR LENGTH, WEIR CREST, ETC.
ANY COMMENTS OR DEFICIENCIES IN THE CONSTRUCTION MUST BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER
BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL FROM THE ENGINEER, THE CONTRACTOR MAY BEGIN IMPOUNDING
WATER. NO WATER SHALL BE PERMANENTLY IMPOUNDED (I.E. THE VALVE CLOSED) BEFORE AN APPROVAL IS ISSUED FROM BOTH THE
OWNER AND THE DESIGN ENGINEER,
OF
ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE OWNER PER THE
EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY.
HWH411UPflON i
1. CONTRACTOR SHALL SCHEDULE A FINAL AS -BUILT INSPECTION WITH THE
DESIGN ENGINEER AND PROVIDE AN AS -BUILT SURVEY OF THE ENTIRE FACILITY
AND STORM DRAINAGE SYSTEM (SEALED BY A PLS REGISTERED IN NORTH
CAROLINA) TO THE DESIGN ENGINEER A MINIMUM OF 30 DAYS BEFORE FINAL
SIGN -OFF FROM THE OWNER IS REQUIRED / NEEDED. ANY COMMENTS OR
DEFICIENCIES IN THE CONSTRUCTION MUST BE CORRECTED TO THE
SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE
GRANTED. AS -BUILT INFILTRATION TESTING WILL BE REQUIRED TO PROVE THE
MINIMUM ACCEPTABLE INFILTRATION RATE HAS BEEN ACHIEVED.
GEOTECHNICAL BORING INFORMATION
BORING
EX. GROUND
ELEVATION
DEPTH TO
SHWT
APPROX. SHWT
ELEVATION (FT)
INFILTRATION RATE
(IN/HR)
B-1
42.75
48"
38.75
8,32 IN/HR
B-2
44.40
42"
40.90
12,85 IN/HR
NOTE: THE DATA IN THE TABLE ABOVE IS FROM A REPORT ENTITLED
"REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING ANALYSIS" DATED AUGUST 20, 2015 BY ECS
CAROLINAS, LLP FOR JOSH PEAK OF TIPTON ASSOCIATES.
r
�4 1
43.5 \
65 LF 6" PERF. HDPE
/ /.. 0 0.00% s
<1 ! 44 \ % \ ---- �� ` 15 LF 6" PERF, HDPE r
/ -T-
"
ram.
PER HDP ,�..
0 0Q,'eu
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rt
17 LF 6" SOLID HDPE
II€V L @ 1.94%
SUB
MADE INV. 4 '
_a; 12 LF 6 SOLID HDPE
y
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.
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s �_
RAIN CHAINS TO TIE
INTO UNDERDRAIN
X_�_ 11_­_,___,_____;_,__
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�'� �' � .. ..A•-` � GRAHAM HALL
162 LF fi" PERF, HDPE
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.. '� 0
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/-' �
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GRAPHIC SCALE
20 0 10 20 40
inch = 20 ft.
TIPTON
ASSOCIATES
APAC Konneth Tipton, Jr. Bryon Hume Darr'in 8adon Daniel Zito
449 Westmoreland Drive Baton Rouge LA 70806
225.387.0101 office 225.387.0104 fax
CIVIL ENGINEER
The John R. McAdams Company
2905 MeridianParkway
Durham, NC 27713
[phone]
www.mcadamsco.com
REVISIONS
No. Description
Cate
PROJECT NO.
1025-01-15
PROJECT DATE
t4�i�fffeffrrr'e e
`�`'� �CA&00
'` Q�„4.+tee .�*•R/� �O
1 per.
JAN 28, 2o1
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042031
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CHECKED
C;.GECORGE
ARAMARMTK,U B
1.
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601 S. COLLEGE RD.
W LM NGTON, NC; 28403
co
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NOTE:
1. ANY STONE USED IN THE PERMEABLE PAVER INFILTRATION SYSTEM SHALL BE WASHED
STONE.
2. ABSOLUTELY NO LIMESTONE IS ALLOWED.
GEOTEXTILE
0
�o
VARIES. MINIMUM OF
<�-�_J 7.5" THICK.
JB-100
RIM=43.80
INV IN=41.30 (6" UNDERDRAIN)
PERMEABLE PAVER (TYP.) INLET SLOT INV IN=39.82 (YI-101)
0.25' X 2.0' OPENING WITH INV IN=37.36 (JB-102)
GALVANIZED OR STAINLESS INV OUT=37.36 (15" RCP)
CONTRACTOR SHALL FORM INVERT
OF RISER STRUCTURE TO DRAIN V15-1 RICP (FROM JB-102)
POSITIVELY TO INVERT OF OUTLET INV IN=37.36
—BARREL USING NON —SHRINK GROUT
PERNFABLE II PAIIVER�IIII'Illl�lselcnolx�l�l
CONCRETE EDGE RESTRAINT
(SEE LS200 FOR DETAIL)
NON —WOVEN
GEOTEXTILE —
�_I I I IF
EI I M I 1_1 I �_I I I I I I I I I I I I I I I I I I I I �_I
cool II 101)INV IN=39.82
I
15" RCP
INV OUT=37.36
it
-III II
THE OBSERVATION WELL SHALL INCLUDE THE FOLLOWING:
1. FOR AN UNDERGROUND OBSERVATION WELL, PROVIDE A TUBE MADE OF
NON —CORROSIVE MATERIAL, SCHEDULE 40 OR EQUAL, WITH AN INSIDE DIAMETER OF AT
LEAST 6 INCHES.
2. THE TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC
COLLAR WITH RIBS TO PREVENT ROTATION WHEN REMOVING SCREW TOP LID. THE
SCREW TOP LID SHALL BE CAST IRON OR HIGH IMPACT PLASTIC THAT WILL WITHSTAND
ULTRAVIOLET RAYS.
f
3 1 /8"1 PAVER
2.0" (TYP.)
6. 0- (TYP.)
VARIES
GEOTEXTILE FABRIC
VARIES. MINIMUM OF
7.5" THICK.
OBSERVATION WELL
FLUSH WITH
6" PERF. HDPE
UNDERDRAIN
•: ,�• , 9.
Jill
FT NO. 8 STONE
(2" THICK)
— NO. 57 STONE
(6" THICK)
-•*----- NO. 2 STONE
(7.5" MINIMUM)
PERMEABLE PAVER
No. 8 STONE
�-- No. 57 STONE
No. 2 STONE
�_1 1101102611 �'
The John R. McAdams Company
2905 Meridian Parkway
Durham, NC 27713
[phone]
www.mcadamsco.com
REVISIONS
c. Description
Date
PROJECT NO.
1025.01-15
PROJECT DATE
.� N CARP `P®.
'� ®®
®,, ° ,.,... 0 -`4
41
JAN 28, 2016
- SEAL
~ s 20 i
s � r
DRAWN
D SyT
's qN cop,
.®`®
CHECKED
C.GEORGE
ARAMARKS HUB
A rPUNCW
X-x X
601 S. COLLEGE RD.
WILMINGTON, NC 28403
JECEIVE
Y:

INLET SLOT
PERMEABLE PAVER 0.25' X 2.0' OPENING WITH /—JB-100
(TYP.) GALVANIZED OR STAINLESS RIM=43.80
STEEL GRATE (1/2- OPENINGS)
INVERT = 42.48 RIM EL. = 43-80 PROPOSED RAIN CHAIN
BUILDING WALL (SEE ARCHITECTURAL
SHEETS FOR FINISH AND
_.,,—SAW OFF 6-0 PVC (SCH 40) CONNECTION/ANCHORING
TO ADJUSTED WATER
QUALITY VOLUME L VA
FOLLOWING AS —BUILT SURVEY
EVALUATION BY DESIGN
3" ENGINEER WATER QUALITY VOLUME EL. = 42.48 PROPOSED
3" MIN. 3
--a*- FOOTER (TYP.) 12"x12" SQUARE GRATE
" MIN CATCH BASIN
(SEE LS SHEETS FOR FINISH,
GRATE TO BE INSTALLED AT
ntr Z_ y /GRADE)
SOLID HDPE 77777---j----"-
UNDERDRAIN FLOW
SIGNAGE NOTES:
1. SIGN TO BE PLACED IN A VISIBLE AREA TO PREVENT POSSIBLE DAMAGE FROM
INAPPROPRIATE USES AND TRAFFIC.
2. SIGN SHOWN IS IN COLOR, THOUGH COLOR SIGN NOT REQUIRED.
C)
0
513"1, 911141,11111111
ZTO) RUN 1WIN 15) 0 1 Z 00 0 yj
24"
TMCAL SIGN LAYOUr
N.T.S.
WATER TIGHT THREADED
CAP FOR DEWATERING
MAINTENANCE
INVERT EL. = 41-30
In
INVERT EL. = VARIES(SEE PLAN,.)
1-----1 I to ' I 1 I' , t, , , < < 1_ -� � ,----� ' , � , , ---, � �---:-_-� , � � , ,, , , t � � (I I `I I �--_� � i
RAW CHAMUMERDRAWCO O]� �— f ��
N.T.S.
we
50
r-FINISHED FLOOR
OF
BUILDING
/—PROPOSED
P
TOP OF
-PAVER
ONE
UNE-
EXISTING GROUND
#2 STONE
#2 STON
DEPTH VARIES��
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0 o
Co CO
Co C
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UNDERDRAIN
(TYP.)
....
. ...
-SUBGRADE
SLOPE
0 0.0%
—.3EASONAL-MCH
TAB
I F + 2 FEET
WATER
40
40
SEASONAL HIGH
WATER TABLE
35
1
1
r,771
1
35
0+00
1+46.12
ASSOCIATES
APAC Kenneth Tipton, Jr. Bryon Hume Darrin Badon Daniel Zito
449 Westmoreland Drive Baton Rouge LA 70806
225.387.0101 of 225,387.0104 fax
n"I'map'l
The John R. McAdams Company
2905 Meridian Parkway
Durham, NC 27713
[phone]
www.mcadamsco.com
REVISIONS
No. Description
DaLe
PROJECT NO.
1025-01-15
PROJECT DATE
eee CARO
ESs 0
JAN 282016
•
SEAL
042#Q31
DRAWN♦
0,
DYERRY
cop"' "00
Ito
CCKEDEORGE
CHE.G
ARAM RK HU
Arr TNCW X__XX U
6ot S. COLLEGE RD.
WILMINGTON, NC 28403
DWG NO.
BMP DETAILS C 8 2 Sr

Vi-CINITY MAP'
X�XN
NOT TO SCALE
LZ 1. LOCATION MAP
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FUTURE
DINING HALL
/ E
REIGEL ROAD
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Sheet List TaJe
SF-1aetND,nEJer
S09etTitle
G001
COVER
EIIHIBIT A
EEIISTING CONDTIONS WITH PERMIT
BOUNDARIES
EEIHIBIT B
PROPOSED CONDITIONS WITH
PERMIT BOUNARIES
E DHIBIT C
DRAINAGE AREA MAP
CP100
OVERALLEXISTING CONDITIONS
C0101
EDISTING CONDITIONS
CE1102
EDISTING CONDITIONS
CE1103
EEIISTING CONDITIONS
CE1104
EDISTING CONDITIONS
CR-105
EDISTING CONDITIONS
CE101
EROSION CONTROL STAGE 1
CE1 02
EROSION CONTROL STAGE 1A
CE103
EROSION CONTROL STAGE 1 B
CS 100 'ALT
BID ALTERNATE OVERALL SITE PLAN
CS101
SITE PLAN
CS102
SITE PLAN
CS103
SITE PLAN
CS104
SITE PLAN
CS105 PLAN
�,—CGI 05-1
OVERALL GRADING PLAN
GRADING PLAN
CM100
OVERALL STORM DRAINAGE PLAN
CM101
STORM DRAINAGE PLAN
CM102
STORM DRAINAGE PLAN
CM103
CM104
CM105
STORM DRAINAGE PLAN
STORM DRAINAGE PLAN
STORM DRAINAGE PLAN
CM401
STORMWATER STRUCTURE TABLES
CM402
STORMWATER PIPE TABLES
CMr,00
CM[,01
STORM DRAINAGE PROFILE INDER
STORM DRAINAGE PROFILES
CMM21
STORM DRAINAGE PROFILES
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
CE501
CE502
CE503
EROSION CONTROL DETAILS
CG501
CG502
STORM DRAINAGE DETAILS
STORM DRAINAGE DETAILS
CG503
STORM DRAINAGE DETAILS
CG504
STORM DRAINAGE DETAILS
"W01
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22574
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20011 0 2000 4000 0� 4%0J#D M.
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SCALE: 1"F-9000(Hori[l)
SCALE: 111 o200[ 11 SHEET I N D EF]
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EXISTING PERMITTED-
PROJECT BOUNDARY
.I (THE HUB)__
TO BE RESCINDED
• ITAm
(CROSS -CITY TRAIL)
TO REMAIN UNCHANGED
OVERALL
PROJECT LIMITS
v
McKTM&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
PROFESSIONAL SEAL
fill
SEAL
22574
03-15-2019
SUBMITTAL
LEGEND
STORMWATER PERMIT SET
OVERALL PROJECT LIMITS AND
NEW PERMIT LIMITS (31.52 AC)
REVISIONS
P3 STUDENT HOUSING
PROJECT LIMITS (20.43 AC)
GRAHAM HEWLETT
IMPROVEMENTS (0.43 AC)
,EXISTING PERMIT #SW8 170907
TO BE RESCINDED
PARKING LOT "0" (1.24 AC)
EXISTING PERMIT #SW8 021017 KEY PLAN
TO BE MODIFIED
r"2
rhvg
THE HUB -PERMEABLE PAVEMENT/
INFILTRATION SCM (0.40 AC)
EXISTING PERMIT #SW8 160103
TO BE RESCINDED
Ir
THE HUB -BYPASS (0.80 AC) ECEIVE
EXISTING PERMIT #SW8 160103
20119
TO BE RESCINDED f4l MIAR
EXISTING PERMIT #SW8 100405
TO REMAIN UNCHANGED SHEET
(CROSS CITY TRAIL) EXISTING CONDITIONS WITH
PROJECT LIMITS AND PERMIT BOUNDARIES
800 0 8011 16011
DESIGN: TRC/BPD
SCALE: 1"[180" DRAWN° TRCIBPD
REVIEW: RIVIC

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PROJECT BOUNDARY
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16
800 0 800 1600
SCALE: 1 "080"
DESIGNER
d►
CL A R KN EXSEN
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: G1028
44!
M�KIM&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMWGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
STORMWATER PERMIT SET
REVISIONS
KEY PLAN
SHEET
PROPOSED CONDITIONS WITH
PROJECT LIMITS AND PERMIT BOUNDARY
EXHIBITMB
DESIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RMC

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ULTIMATE BUILD -OUT
DRAINAGE AREA
P3 STUDENT HOUSING
DRAINAGE AREA (PROPOSED)
DINING HALL AND RECREATION AREA
POST DEVELOPMENT
DRAINAGE AREA (FUTURE)
THE HUB
PERMEABLE PAVEMENT SCM
(TO REMAIN)
THE HUB BY-PASS
(TO REMAIN)
800 0 800 16011
SCALE: 1"[180"
DESIGNER
10
CLARKNEXSEN
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704-377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
McIQM&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
STORMWATER PERMIT SET
REVISIONS
KEY PLAN
SHEET
F3 HOUSING DRAINAGE AREA MX'-
EXHIBIT-C
DESIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RIVIC

1 2 13 4 5 16
1
c,
N: 174535*4047
N: 174562.1284 E: 2341880.2154
F• 73d.1R37 Q33R �l .� Qt\l----.-_..__.__u_.-�_.-�....______�-•-
0
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Point Table
Point #
Northing
Easting
349
173601.3004
2341174.7640'.
350
173603.7486
2341175.1800
351
173611.7957
2341179.0273
352
173614.8737
2341184.9083
353
173624.91
2341187.5250
354
173640. 86
2341196.0624
355
17366 .8997
2341219.4639
356
173 0.0465
2341224.6201
357
ifubbZAJ50
2341238.1225
358
173669.9266
2341242.3457
359
173668.1097
2341245.5688
3p6
173679.5864
2341252.0079
361
173681.5996
2341248.9260
362
173695.0149
2341266.4884
363
173702.5282
2341243.1603
364
173711.6750
2341248.3165
446
173613.5268
2341153.8111
447
173625.0193
2341108.3921
448
173623.5683
2341108.2886
449
173613.3370
2341119.9242
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Point Table
Point # Northing Easting
450 173570:5000 2341153.5000
451 173552.5000 2341159.0000
452 173532.5169 2341158.8528
453 173507.5000 2341149.5000
454 173465.2933 2341122.5790
455 173470.2808 2341112A235
456 173425.7804 2341087.4726
467 173405.1175 2341083.8182
458 173389.5233 2341072.3173
459 173369.3575 2341058.8912
460 173384.1514 2341030.3964
461 173318.3816 2340991.9977
462 173357.0000 2340925.0000
463 173348.0000 2340919.5000
464 173338.9715 2340932.3213
465 173330.0677 2340921.0623
466 173317.3520 2340912.1819
467 173331.9978 2340885.5293
468 173343.0931 2340867.0946
469 173349.5284 2340853.7682
°­
BLUETHENTHAL
WILDFLOWER
.. S ........,q.e
PRESERVE L_ _j
�C H WARTZ HAL
N: 173565.1126
4� E: 2342231.7039
N: 173464.3374
. ` E: 23422$1.6138
N: 173902.7333
E:2341436.0440 ( r
N: 173803.7134 ° =
°
E: 2341311.06`03
°.
C
..._ N: 173819.9784 \ .-�-�'",� _.� �.. � �.., � _y
I - - E: 2341282.4064 N: 173791.2495 N: 173798.390$
ry E:2341303.9853 E:2341382.6046 ' _ N: 173867.1346 �...__
E: 2341150.6563 N: 173856.8505
) E: 2341144.8706 N: 173783.6831 �. E:2341317.3150
{ N:173884.6717 N:173751.3260 f
E: 2173884. 717 N: 173808.3880 E: 2341409.7946 N: 173617.1740 N' 173255.4006
N: 173483.0220 E:2342328.4654
IJ__ _ E: 2341275.8273 E: 2341646.0812 E: 2341882.3678
1 N:173873.7471
J
E:2341114.1308 N:173831.3808�
E: 2341235.3209 -
: 173876.2098M �✓ _ N: 173403.1349 N: 173256.1321 N: 173135.170n__W_U_U�6
N -- -- -- _ _ _- --� -- - . - '== E: 2341888.$392 ;
° W E:2342147.8136 E:2342391.4370
E: 2341103.1693 L v_ N: 173759.1398 ���
I
_ E: 2341361.7605
f....
N:173823.7340 N:173767.6012
2341207.6330 E: 2341308.1864
� N: 1738243592 LI
.
N: 173861.3311 ,
E:2341092.3339 E:2341202.1117 364
` 3
_ -N: 173837.0383
E:2341129.7462 BELK HALL 363361 u
--- (built Pre-1988) 358
N: 173819.0869 357 BUILDING 4 BUILDING 3 --
E:2341141.5206 356 11,411!
'355 'hif 1111LU
( U
LU.
N 173795.3256 AD° o�
E: 2341137.3220
_ 3 352 _
N: 173779.3921 �,� "- " 446 351 : 173083.2055
E: 2341128.3627 °� _ - BUILDING 2
349 N: 173536.2682 [E�:�23-42038.5484
E: 2341196.9433
\ . 50 N: 173515.2815
Point Table `� E: 2341190.1703 -- _ -- _❑
N: 173250.4016 N: 173091.9032 :. ;.,. V".
E: 2342228.6783``. E: 2342389.5005
REGIONAL r
N:173069.8623
WET POND E: 2342375.2950 C
N: 173104.9870
E:2342137.6596 N: 173056.7941
E: 2342316.2006
I N. 173065.2542 -
E: 2342302.7967
N: 173043.9086
E:2342099.3880 N:173071.7789 %
E: 2342266.6025 _..
N: 173055.7985
E:2342245.3571
.1 rA N: 172978.9797Nothin Easting 64.0518Point # 52 N: 1730E: 23421.98.8831
E. 2342026.4460N173451.819
470 1 i3326:5938 2340836.9011
� 3 E: 2341153.6550
471 173340.2386 2340794.2474
1 B 8
W N: 173433.4839
472 173327.3848 2340789.6951 454 E:2341143.1717
473 173315.1330 2340824.6725 455 > N:173289.2712
N: 173416.3933 E: 2341201.1854
474 173300.2653 2340817.7872 .-=. 0 E:2341148.1913 ,
475 173297.0000 2340828.5000 GALLOWAY Lu N:173281.8498
V N: 173397.2323 E: 2341197.0661
476 173295.6053 2340834.8893 (built Pre-1988) 45� E:2341137.1364
477 173305.8130 2340839.3314 � N:173275.7740 N • 173393 1144
E 2342089.9532` T" T T'-- TOTAL DRAINAGE
N FfSH-D*- VE- -
AREA TO REGIONAL
Fj WET POND AT
,1 r ULTIMATE BUILD -OUT
E:2341198°7416 ! // % r
478 173304.5000 2340859.0000 E:2341120,4580 i r 8
N:173339.5413 458 _ N:173257.3273
479 173324.3988 2340881.5724 E:2341088.9897
E: 2341230.5036 _ __ f _✓ �%
480 173320.3096 2340888.2660 s 45 N: 173222.9788
481 173300.5000 2340866.5000 a a E: 2341210.7670 `� w
482 173291.7572 2340899.9405 N: 173318.8202
N: 173222.3120 -`--
487 173277.6250 2340946.8267 E: 2341125.0312 E: 2341211.9220 -p
THE HUB REGIONAL BUILDING 1
488 173264.4452 2341001.3523 1 462 f'
N: 173320.4851 N: 173193.8761 HEWLETT UTILITY BLDG;
489 173250.7605 2341026.3600 67 4 E:2341131.1586 E:2341154.0628
(built Pre-1988)
490 173236.0320 2341053.3265 1 468 -
65 N: 173175.9295 C�
491 173220.7264 2341081.0164 4 9 4OEM= Rum E: 234175.92 72 ❑ ❑
470 4 4so 8-PT7
8 )TmI
471 48 _... N: 173327.4907 GRAHAM --
�f % E: 2341135.1915 N: 172886.2566
481 r �` / 0 ,, N: 173184.2342 (built Pre- 1988
E: 2341366.5816
472 477 78 PARKING LOT J E: 2341147.83$s _
473 t 476 ( j
N:172876.6139 1�
N.172974.5294 E:2341361.2573
474 E: 2341210.6089
.g N: 173069.9380 L-- $ _
E: 2341076.2037 N: 172860.7650 f
N: 172952.7356 E: 2341372.2619 N: 172767.6322
E• 2341249.1172
THE HUB ----._...._..__ �__ .._ ._.. _ u,..m1111
7E: 2341431.9026
1 4 6
DRAINAGE AREA ;, N: 172840.5731F
E: 2341376.3376
THE 4 - __ N: 172806.7717 E
PAVEMENT SCM N: 172942.3277
BY _ - E:2341243.2170 E:2341371.2127 _
DRAIN ` REES- _ N: 173046.3688 _ �
L E: 2341082.0557 '
TO AI N - N: 172964.1.486 N: 172832.3933
a 4 E:23412041.7242 E:2341376.7416
(0.80 AC RE `� --� ___ __
N: 172767.9532
E: 2341431.4138 --.._..__..
RIEGEL ROAD
N: 172755.6947 - _ N., 172,669, 61 an
E: 2341'424.730`8 _ �_ _ E: 2341557.6200
r N: 172751.7749
E: 2341422.0002 N: 172729.7844
E:2341452.6378
N: 172743.3376 N: 172725.8324
E: 2341411.0354 E: 2341438.3488
WOOD DALE DRIVE
N: 172656.4104
E: 2341550.1229
I
-__ N:172633.4433 N:172581.2461
2341640.2052 E: 2341721.3810
N: 172658.5108
E: 2341577.1873
N 172664.6815
E: 2341566.3166
N: 172650.9520
E: 2341558.5232
3).31 ACRES.
11111T
j L
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■. a
DESIGNER
C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
4 A 'w';*j *iw
Mc�&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
STORMWATER S PERMIT ET
M
REVISIONS
KEY PLAN
SHEET
P3 HOUSING DRAINAGE AREA
COORDINATE MAP
EXHIBIT-D
DESIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RMC

1 �2 13 14 15 16
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RIM 36.70_.
-j r I: wl -\\ � ,, l ( / � �G �%��' MONUMENTS PROVIDED BY UNCW (NC GRID NAD 83}.
r1� (1I �'= ® WOOD POST
VE
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� I
10" P ,
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--- -- �`" --- --- _---y },C RO 4. THERE ARE NO WETLANDS WITHIN THE LIMITS OF l°
4Q ' IRRIGATION CONTROL
------_ — o 01"
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University of North Carolina at Wilmington
DESIGNER
10
C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
MCIUM& CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
---- - U E 9.70 E
❑ PHONE/CATV PEDESTAL
RD
ROOF DRAIN
`Y 40 50 ❑ 0 50 ❑ 100 ❑
�� ---- — -- _ — 40 0 E 0 M 0 LP LIGHT POLE
—
---,L --- - SCALE: 1 "E150"
?:SFH PIQP uvnPAKIT
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: 1" ❑50❑ 2 NOTES SCALE: NTS 1 LEGEND SCALE: NTS REVIEW: RMC

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10�1111!� !Iiijilip! 0 ly ENHANCED
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RrIEGEL ROAD
x1r—k-7tL
ow amm now
DESIGNER
CLARKN'EXSEN
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704-377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
McKIM�CREED
4W
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343,1048
SUBMITTAL
25 JANUARY 2019
ISSUED FOR CONSTRUCTION
REVISIONS
01 03.08.18 REVISED REG. UTILITY BLDG.
KEY PLAN
SHEET
BID ALTERNATE OVERALL SITE
PLAN ECEIVE
2019
CS100 ALT
500 0 5011 1000
SCALE: 1"050"
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: 1 " 11 5ool 1 1 LEGEND NOTES SCALE: NTS REVIEW: RIVIC

1 12 13 14 15 16
0
191
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TIDE
DRIVE
MISCELLANEOUS
MI-1
COMPACTOR/UTILITY ENCLOSURE
1/CS504
SCREEN FENCE
MI-2
COMPACTOR/UTILITY ENCLOSURE
SEE ARCH.
SCREEN FENCE
PAVEMENTS AND CURBING
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
PA-1
ASPHALT PAVEMENT - TYPE 1
1/CS502
PA-2
ASPHALT PAVEMENT - TYPE 2
1/CS502
PA-3
CONCRETE PAVEMENT - TYPE 1
3/CS502
PA-4
CONCRETE PAVEMENT - TYPE 2
3/CS502
PA-5
CONCRETE PAVEMENT - TYPE 3
3/CS502
PA-6
TEMPORARY GRAVEL ROAD
1/CS503
PA-7
RAISED CONCRETE CROSSWALK
6/CS503
PA-8
SUBSURFACE REINFORCED TURF
(FIRE ACCESS)
4/C5503
PA-9
STANDARD & ACCESSIBLE
PARKING SPACE LAYOUT (TYP.)
5/CS502
PA-10
CURB AND GUTTER (TYP.)
3/CS501
PA-11
WHEEL STOP (TYP.)
4/CS502
PA-12
CONTROL JOINT (TYP.)
1/CS501
PA-13
EXPANSION JOINT (TYP.)
1/CS501
PA-14
IMPRINTED ASPHALT CROSSWALK
3/CS503
PA--15
DIRECTIONAL ARROW PAVEMENT
MARKING (TYP.)
3/CS503
PA-16
BIKE LANE PAVEMENT MARKING
TO MATCH EXISTING (TYP.)
3/CS503
PA-17
NEW SAW -CUT PAVEMENT EDGE
-
PA-18
TRUNCATED DOME WARNING
MATS (TYP.)
2/CS501
PA-19
CONCRETE TO ASPHALT
TRANSITION
2/CS502
PA-20
NEW CURB TO MATCH EXISTING
-
PA-21
PAINT OVER REMAINING STRIPING
BLACK IN THIS AREA.
PA-22
4'x4' CONCRETE PAD UNDER FDC
-
PA-23
PAVEMENT REPAIR
1/CG501
PA-24
STOP BAR PAVEMENT MARKING
3/CS503
STAIRS AND RAMPS
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
SR-1
ACCESSIBLE CURB RAMP
2/CS501
SR-2
DEPRESSED CURB - TYPE 1
4/CS501
SR-3
DEPRESSED CURB - TYPE 2
5/CS501
SR-4
ACCESSIBLE RAMP
7/CS503
FURNITURE, FIXTURES AND EQUIPMENT
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
FF-1
BIKE RACK
6/CS502
FF-2
HANDICAP SIGNAGE (TYP.)
8/CS502
FF-3
COOLING TOWER (TYP.)
PER ELEC.
FF-4
SWITCH (TYP.)
PER ELEC.
FF-5
BOLLARD (TYP.)
5/CS503
FF-6
REMOVABLE BOLLARD (TYP.)
7/CS502
FF-7
TRASH COMPACTOR (TYP.)
PER OWNER
FF-8
TRANSFORMERS (TYP.)
PER ELEC.
FF-9
RECYCLING CONTAINERS
PER OWNER
FF-10
GENERATOR (TYP.)
PER ELEC.
FF-11
FIRE ACCESS SIGNAGE
8/CS503
FF-12
STOP SIGN (TYP.)
_
FF-13
(4) MONUMENT SIGNS (NOT
SHOWN)
-
FF-14
TEMPORARY CROSSWALK SIGN
-
FF-15
SERVICE VEHICLE ONLY SIGN
-
v � MKUT'm'��CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343:1048
PROFESSIONAL SEAL
SEAL -
22574
03-15-2019
FUTURE SITE FEATURES
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
FU-1
TRELLIS AND SHADE STRUCTURE
TBD
FU-2
SUBSURFACE REINFORCED TURF
(FIRE ACCESS)
4/CS503
NOTES.
CONSTRUCTION
• DIMENSIONS ARE SHOWN FROM FACE OF CURB TO
FACE OF CURB, UNLESS OTHERWISE NOTED REVISIONS
01 03.08.18 REVISED REG. UTILITY BLDG.
KEY PLAN
SHEET
SITE PLAN
ECEIVE
� �ol
200 0 200 400
Ann
-- __--
SCALE: 1 "F-20"
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: 1" ❑ 20❑ 1 LEGEND NOTE) SCALE: NTS REVIEW: RMC

(3 14
IX
r
M��Wyy��il
PA-12
..
c
5 16
KEY NOTES LEGEND
_I
PAVEMENTS AND CURBING
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
PA-1
ASPHALT PAVEMENT - TYPE 1
1/CS502
PA-2 '
ASPHALT PAVEMENT'- TYPE 2
1/CS502
PA-3
CONCRETE PAVEMENT - TYPE 1
3/CS502
PA-4
CONCRETE PAVEMENT - TYPE 2
3/CS502
PA-5
CONCRETE PAVEMENT - TYPE 3
3/CS502
PA-6
TEMPORARY GRAVEL ROAD
1/CS503
PA-7
RAISED CONCRETE CROSSWALK
6/CS503
PA-8
SUBSURFACE REINFORCED TURF
(FIRE ACCESS)
4/CS503
PA-9
STANDARD & ACCESSIBLE
PARKING SPACE LAYOUT (TYP.)
5/CS502
PA-10
CURB AND GUTTER (TYP.)
3/CS501
PA-11
WHEEL STOP (TYP.)
4/CS502
PA-12
CONTROL JOINT (TYP.)
1/CS501
PA-13
EXPANSION JOINT (TYP.)
1/CS501
PA-14
IMPRINTED ASPHALT CROSSWALK
3/CS503
PA-15
DIRECTIONAL ARROW PAVEMENT
MARKING (TYP.)
3/CS503
PA-16
BIKE LANE PAVEMENT MARKING
TO MATCH EXISTING (TYP.)
3/CS503
PA-17
NEW SAW -CUT PAVEMENT EDGE
-
PA-18
TRUNCATED DOME WARNING
MATS (TYP.)
2/CS501
PA-19
CONCRETE TO ASPHALT
TRANSITION
2/CS502
PA-20
NEW CURB TO MATCH EXISTING
PA-21
PAINT OVER REMAINING STRIPING
BLACK IN THIS AREA.
_
PA-22
4'x4' CONCRETE PAD UNDER FDC
-
PA-23
PAVEMENT REPAIR
1/CG501
PA-24 I
STOP BAR PAVEMENT MARKING
3/CS503
STAIRS AND RAMPS
KEY
CODE
DESCRIPTION
I
DETAIL
REFERENCE
SR-1
ACCESSIBLE CURB RAMP
2/CS501
SR-2
DEPRESSED CURB - TYPE 1
4/CS501
SR-3
DEPRESSED CURB - TYPE 2
5/CS501
SR-4
ACCESSIBLE RAMP
7/CS503
FURNITURE, FIXTURES AND EQUIPMENT
KEY
CODE
DESCRIPTION
I
DETAIL
REFERENCE
FF-1
BIKE RACK
6/CS502
FF-2
HANDICAP SItNAGE (TYP.)
8/CS502
FF-3
COOLING TOWER (TYP.)
PER ELEC.
FF-4
SWITCH (TYP.)
PER ELEC.
FF-5
BOLLARD (TYP.)
5/CS503
FF-6
REMOVABLE BOLLARD (TYP.)
7/CS502
FF-7
TRASH COMPACTOR (TYP.)
PER OWNER
FF-8
TRANSFORMERS (TYP.)
PER ELEC.
FF-9
RECYCLING CONTAINERS
PER OWNER
FF-10
GENERATOR (TYP.)
PER ELEC.
FF-11
FIRE ACCESS SIGNAGE
8/CS503
FF-12
STOP SIGN (TYP.)
-
FF-13
(4) MONUMENT SIGNS (NOT
SHOWN)
FF-14
TEMPORARY CROSSWALK SIGN
-
FF-15
I SERVICE VEHICLE ONLY SIGN
-
MISCELLANEOUS
MI-1
COMPACTOR/UTILITY ENCLOSURE
1/CS504
SCREEN FENCE
MI-2
COMPACTOR/UTILITY ENCLOSURE
SEE ARCH.
SCREEN FENCE
FUTURE SITE FEATURES
FU-1
TRELLIS AND SHADE STRUCTURE
TBD
SUBSURFACE REINFORCED TURF
FU-2
(FIRE ACCESS)
4/CS503
DESIGNER
�h
C L A R K N E X S E N
1523 ELIZABETH AVENUE; SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
,v MCICM&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
PROFESSIONAL SEAL
I fill
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SEAL
22574
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03-15-20 1 9
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
NOTES:
• DIMENSIONS ARE SHOWN FROM FACE OF CURB TO REVISIONS
FACE OF CURB, UNLESS OTHERWISE NOTED
KEY PLAN

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KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
PA-1
ASPHALT PAVEMENT - TYPE 1
1/CS502
PA-2
ASPHALT PAVEMENT - TYPE 2
1/CS502
PA-3
CONCRETE PAVEMENT - TYPE 1
3/CS502
PA-4
CONCRETE PAVEMENT - TYPE 2
3/CS502
PA-5
CONCRETE PAVEMENT - TYPE 3
3/CS502
PA-6
TEMPORARY GRAVEL ROAD
1/CS503
PA-7
RAISED CONCRETE CROSSWALK
6/CS503
PA-8
SUBSURFACE REINFORCED TURF
(FIRE ACCESS)
4/CS503
PA-9
STANDARD & ACCESSIBLE
PARKING SPACE LAYOUT (TYP.)
5/CS502
PA-10
CURB AND GUTTER (TYP.)
3/CS501
1
WHEEL STOP (TYP.)
4/CS502
-PA-1
PA-12
CONTROL JOINT (TYP.)
1/CS501
13
EXPANSION JOINT (TYP.)
1/CS501
_PA-
PA-14
IMPRINTED ASPHALT CROSSWALK
3/CS503
PA-15
DIRECTIONAL ARROW PAVEMENT
MARKING (TYP.)
3/CS503
PA-16
BIKE LANE PAVEMENT MARKING
TO MATCH EXISTING (TYP.)
3/CS503
PA-17
NEW SAW -CUT PAVEMENT EDGE
—
PA-1$
TRUNCATED DOME WARNING
.:MATS (TYP.)
2/CS501
PA-19
CONCRETE TO ASPHALT
TRANSITION
2/C5502
PA-20
NEW CURB TO MATCH EXISTING
—
PA-21
PAINT OVER REMAINING STRIPING
BLACK IN THIS AREA.
_
PA-22
4'x4' CONCRETE PAD UNDER FDC
—
PA-23
PAVEMENT REPAIR
1/CG501
PA-24
STOP BAR PAVEMENT MARKING
3/CS503
STAIRS AND RAMPS
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
SR-1
ACCESSIBLE CURB RAMP
2/CS501
SR-2
DEPRESSED CURB - TYPE 1
4/CS501
SR-3
DEPRESSED CURB - TYPE 2
5/CS501
SR-4
ACCESSIBLE RAMP
7/CS503
FURNITURE, FIXTURES AND EQUIPMENT
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
FF-1
BIKE RACK
6/CS502
FF-2
HANDICAP SIGNAGE (TYP.)
8/CS502
FF-3
COOLING TOWER (TYP.)
PER ELEC.
FF-4
SWITCH (TYP.)
PER ELEC.
FF-5
BOLLARD (TYP.)
5/CS503
FF-6
REMOVABLE BOLLARD (TYP.)
7/CS502
FF-7
TRASH COMPACTOR (TYP.)
PER OWNER
FF-8
TRANSFORMERS (TYP.)
PER ELEC.
FF-9
RECYCLING CONTAINERS
PER OWNER
FF-10
GENERATOR (TYP.)
PER ELEC.
FF-11
FIRE ACCESS SIGNAGE
8/CS503
FF-12
STOP SIGN (TYP.)
FF-13
(4) MONUMENT SIGNS (NOT
SHOWN)
—
FF-14
TEMPORARY CROSSWALK SIGN
—
FF-15
SERVICE VEHICLE ONLY SIGN
—
MISCELLANEOUS
MI-1
COMPACTOR/UTILITY ENCLOSURE
1/CS504
SCREEN FENCE
MI-2
COMPACTOR/UTILITY ENCLOSURE
SEE ARCH.
SCREEN FENCE
FUTURE SITE FEATURES
FU-1
TRELLIS AND SHADE STRUCTURE
TBD
SUBSURFACE REINFORCED TURF
FU-2
(FIRE ACCESS)
4/CS503
NOTES:
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25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
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DESIGN: TRC/BPD
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KEY
CODE I
DESCRIPTION
DETAIL
REFERENCE
PA-1
ASPHALT PAVEMENT - TYPE 1
1 /CS502
PA-2
ASPHALT PAVEMENT - TYPE 2
-1/CS502
PA-3
CONCRETE PAVEMENT - TYPE 1
31CS502
PA-4
CONCRETE PAVEMENT - TYPE 2
3/CS502
PA-5
CONCRETE PAVEMENT - TYPE 3
3/CS502
PA-6
TEMPORARY GRAVEL ROAD
1 /CS503
PA-7
RAISED CONCRETE CROSSWALK
6/CS503
PA-8
SUBSURFACE REINFORCED TURF
(FIRE ACCESS)
4/CS503
PA-9
STANDARD & ACCESSIBLE
PARKING SPACE LAYOUT (TYP.)
5/CS502
PA-10
CURB AND GUTTER (TYP.)
3/CS501
PA-11
WHEEL STOP (TYP.)
4/CS502
PA-12
CONTROL JOINT (TYP.)
1/CS501
PA-13
EXPANSION JOINT (TYP.)
1/CS501
PA-14
IMPRINTED ASPHALT CROSSWALK
3/CS503
PA-15
DIRECTIONAL ARROW PAVEMENT
MARKING (TYP.)
3/CS503
PA-16
BIKE LANE PAVEMENT MARKING
TO MATCH EXISTING (TYP.)
3/CS503
PA-17
NEW SAW -CUT PAVEMENT EDGE
-
PA-18
TRUNCATED DOME WARNING
MATS (TYP.)
2/CS501
PA-19
CONCRETE TO ASPHALT
TRANSITION
2/CS502
PA-20
NEW CURB TO MATCH EXISTING
-
PA-21
PAINT OVER REMAINING STRIPING
BLACK IN THIS AREA.
_
PA-22
4'x4' CONCRETE PAD UNDER FDC
-
PA-23
PAVEMENT REPAIR
1/CG501
PA-24
STOP BAR PAVEMENT MARKING
3/CS503
STAIRS AND RAMPS
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
SR-1
ACCESSIBLE CURB RAMP
2/CS501
SR-2
DEPRESSED CURB - TYPE 1
4/CS501
SR-3
DEPRESSED CURB - TYPE 2
5/CS501
SR-4
ACCESSIBLE RAMP
7/CS503
FURNITURE, FIXTURES AND EQUIPMENT
KEY
CODE
DESCRIPTION
DETAIL
REFERENCE
FF-1
BIKE RACK
6/CS502
FF-2
HANDICAP SIGNAGE (TYP.)
8/CS502
FF-3
COOLING TOWER (TYP.)
PER ELEC.
FF-4
SWITCH (TYP.)
PER ELEC.
FF-5
BOLLARD (TYP.)
5/CS503
FF-6
REMOVABLE BOLLARD (TYP.)
7/CS502
FF-7
TRASH COMPACTOR (TYP.)
PER OWNER
FF-8
TRANSFORMERS (TYP.)
PER ELEC.
FF-9
RECYCLING CONTAINERS
PER OWNER
FF-10
GENERATOR (TYP.)
PER ELEC.
FF-11
FIRE ACCESS SIGNAGE
8/CS503
FF-12
STOP SIGN (TYP.)
FF-13
(4) MONUMENT SIGNS (NOT
SHOWN)
-
FF-14
TEMPORARY CROSSWALK SIGN
-
FF-15
SERVICE VEHICLE ONLY SIGN
-
MISCELLANEOUS
MI-1
COMPACTOR/UTILITY ENCLOSURE
1/CS504
SCREEN FENCE
MI-2
COMPACTOR/UTILITY ENCLOSURE
SEE ARCH.
SCREEN FENCE
FUTURE SITE FEATURES
FU-1
TRELLIS AND SHADE STRUCTURE
TBD
SUBSURFACE REINFORCED TURF
FU-2
(FIRE ACCESS)
4/CS503
NOTES:
• DIMENSIONS ARE SHOWN FROM FACE OF CURB TO
FACE OF CURB, UNLESS OTHERWISE NOTED
DESIGNER
C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704-377.8800
CLARK NEXSEN LICENSE NUMBER: G1028
467qwqrn*MCMKI€�CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
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25 JANUARY 2019
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C L A R K N E X S E N
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CHARLOTTE, NORTH CAROLINA 28204
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CLARK NEXSEN LICENSE NUMBER: C-1028
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UNK -
UNKNOWN UTILITY
UNDERGROUND
I
CURB INLET
[Loll
DROP INLET
MANHOLE/
7
JUNCTION BOX
PROPOSED
GRADING LEGEND
42.40 (EP)
SPOT GRADE
39
MINOR CONTOURS
i
40
MAJOR CONTOURS
BW
BOTTOM OF WALL
TW
TOP OF WALL
BS
BOTTOM OF STEP
TS
TOP OF STEP
f�
BC
BOTTOM OF CURB
TC
TOP OF CURB
�30
BR
BOTTOM OF RAMP
30
TR
TOP OF RAMP
if
pp
FG
FINISH GRADE
i
EX
EXISTING GRADE
RM
RIM ELEVATION
EP
EDGE OF PAVEMENT
TCO
TOP OF COLUMN
TDC
TURN DOWN CURB
EXISTING GRADING
LEGEND
MAJOR CONTOUR
_1 _ _ --- --
MINOR CONTOUR
-j
20 0
20 40
I
SCALE: 1 "=20"
.�MC XW&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
I Q �� ' II II i 1 3p.. =. 7` 1 _� --~-'" \ ,�, II f ! !! ! I 1 ■ 1 it C" Jr I I 1 I I— -
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: 1" = 20' 1 LEGEND NOTES SCALE: NTS REVIEW: RMC

1
2
----- -- -- IR ------
----- -- -- IR ------
IRRIGATION
STORM DRAIN
---- uNK - uNK—
UNKNOWN UTILITY
UNDERGROUND
✓ �
`'
�
CURB INLET
0
DROP INLET
SD
MANHOLE!
JUNCTION BOX
PROPOSED GRADING LEGEND
42.40 (EP)-\x
SPOT GRADE
10" HDPE F
39
MINOR CONTOURS
40
MAJOR CONTOURS
4 f
BW
BOTTOM OF WALL
TW
TOP OF WALL
BS
BOTTOM OF STEP
16
TS
TOP OF STEP
1'27
BC
BOTTOM OF CURB
18" HDP
TC
TOP OF CURB
BR
BOTTOM OF RAMP
15
1.01'
TR
TOP OF RAMP
FG
FINISH GRADE
--6w---f
EX
EXISTING GRADE
RM
RIM ELEVATION
�
EP
EDGE OF PAVEMENT
TCO
TOP OF COLUMN
TDC
TURN DOWN CURB
EXiS71NG GRADING
LEGEND
------20------
MAJOR CONTOUR
MINOR CONTOUR
U
CB 20' 0 20' 40'
c
910-343.1048
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
_ MATCH LINE, SEE SHEET CM104
o SCALE: 1 "=20"
maw, DESIGN TRC/BPD
4�
co a
A 2 STORM DRAINAGE PLAN
DRAWN:
TRC/BPD
SCALE: 1 201
LEGEND
NOTES
SCALE: NTS REVIEW:
RMC

FA
I
1.1
1
9
- z,
--_ ' SHEET
.
EXISTING GRADING LEGEND
STORM DRAINAGE PLAN
_ ,, MAJOR CONTOUR
-- wMINOR CONTOURs_ TC E
7= c;
'�
P "A" - - — _. Ss-- Tc a > .
-
-- —
n
K A I
It
LJ
coa o
co o
r �
r ,r-
o
0
A 2 STORM DRAINAGE PLAN
viva i v�r
20' 0 20' 40'
SCALE: 1 "=20"
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: 1 = 201 LEGEND NOTES SCALE: NTS REVIEW: RMC

12_
E
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r
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w
w
w
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uw
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A 2 STORM DRAINAGE PLAN
3
GAS
LIGHTS
UE - -
POWER
S s ________
SEWER
s D __ _
STORM
WATER
DITCH
- ' --- -- - DB - -- -
UTILITY DUCT BANK
UNDERGROUND
- TF
TELECOM FIBER
TC -- -
TELECOM COPPER
-- -- - - - - T-------
TIME WARNER CABLE
I _________ _ ____
IRRIGATION
S—�--.--
STORM DRAIN
w UNK.-__-__. UNK__ _
UNKNOWN UTILITY
UNDERGROUND
CURB INLET
(off
DROP INLET
MANHOLE/
�D
JUNCTION BOX
PROPOSED GRADING LEGEND
42.40 (EP)
SPOT GRADE
39
MINOR CONTOURS
40
MAJOR CONTOURS
BW
BOTTOM OF WALL
TW
TOP OF WALL
BS
BOTTOM OF STEP
TS
TOP OF STEP
BC
BOTTOM OF CURB
TC
TOP OF CURB
BR
BOTTOM OF RAMP
TR
TOP OF RAMP
FG
FINISH GRADE
EX
EXISTING GRADE
RM
RIM ELEVATION
EP
EDGE OF PAVEMENT
TCO
TOP OF COLUMN
TDC
TURN DOWN CURB
EXISTING GRADING
LEGEND
MAJOR CONTOUR
_ 2 ___ _ _ _ - -
MINOR CONTOUR
.� MCKW&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
SHEET
STORM DRAINAGE PLAN
FECEIVIE
r,o m
1
n,�.;
20' 0 20' 40'
SCALE: 1 "=20
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: 1 " = 20' 1 LEGEND NOTES SCALE: NTS REVIEW: RMC

O
�5
i
U
rn
c
CL
L
ao
'
0
f
r
0
co
N
M
d�
0)
DESIGNER
C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: G1028
� ► MCKW&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
25 JAN UARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
D
i
DESIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RMC

d'
P
O
Q
CD
m
'tI
r'
0
U
rn
c
� p
co '
0
d
d- o
0
corn
o
N
8 05
� MekIM&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
,r A r rr jr
r
ECEIVE
APR 0
,.
CM402 -------------
DEIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RMC

PARKING
LOT L
(FUTURE
PARKING
DECK) I
------------------
0
O
ti
U
rn
a o
co
0
co
o
0
o
A
cocn 3 STORM DRAINAGE PROFILE INDEX
O DA
I0
-- - - �- - SCALE: 1 "=50"
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: 1" = 50' 1 NOTES SCALE: NTS REVIEW: RMC

4
c
9
a a
1
� I2 3 14
c
STA. 10�
RIM ELEV=
INV OUT=
D I-A3
STA. 11 +53.90
RIM ELEV=35.50'
10+00 11+00 12+00 13+00 14+0014+50
2 I PROFILE STRM 1
coo
r �
d' a
a
co �
m A 1 PROFILE STRM 4
C0-13157 YI-6142
M-R I RA STA. ??? STA. 11 +71.26
UTILITY INDEX
KEY
UTILITY SIZE
MATERIAL
ID/
UTILITY
A
0.75"
METAL CABLE
CABLE
B
2"
METAL CABLE
CABLE
C
1 "
METAL CABLE
CABLE
D
1.5"
PVC (CONDUIT)
FIBER
E
1.5"
PVC (CONDUIT)
ELECTRIC
F
6.5"
PVC
WATER
G
12"
CAST IRON
WATER
H
AVG. H=2.36';
W=5.91'
CONCRETE
ROUGH POUR
DUCT BANK
I
AVG. H=1.4';
W=5.4'(ROUGH
CONCRETE
POUR )
DUCTBANK
J
12"
PVC
SANITARY SEWER
K
2„
PVC
GAS SERVICE TO
BLDG - 2
(5
(6
SCALE: HORIZ. 1" = 50' VERT. 1" = 5'
YI-13117 YI-13105
STA. 13+62.65 STA. 14+55.07
RIM-ELEV=39.93' RIM ELEV=40.03'YI-B60
UTILITY INDEX
KEY
UTILITY SIZE
MATERIAL
ALIGNMENT ID/UTILITY
A
8"
C900 PVC
SSWR 2_
B
8"
C900 PVC
WTR 4
C
4" x (4)
PVC (CONDUIT)
EXIST. TELECOM DUCT BANK (MAIN CAMPUS FEED)
D
0.75"
CABLE
EXISTING TIME WARNER CABLE
E
6"
C900 PVC
WTR B2
F
0.75"
CABLE
EXISTING TIME WARNER CABLE
G
4" x (4)
PVC (CONDUIT)
EXIST. TELECOM DUCT BANK (MAIN CAMPUS FEED)
H
10"
C900 PVC
WTR 3
I
6"
C900 PVC
WTR 3
J
8"
C900 PVC
SSWR 3
11+00 12+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
DESIGNER
�d
L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
STORM DRAINAGE PROFILES
III IE
3 X
APRI
5, d
v
S
}
yG
M`
23+90+38.5
DESIGN: TRC/BPD
DRAWN: TRC/BPD
SCALE: HORIZ. 1" = 50' VERT. 1" = 5' REVIEW: RMC

00
1 2
3 14
15
6
CO-1335
50
50
STA. 11 +98.12
CO-B33
PROPOSED GRADE
RIM ELEV=37.06'
STA. 12+04.79
RIM ELEV=36.92'
DI-C12
INV IN=31.97'
INV IN=31.94'
.
EXISTING GRADE
45
YI-1347 INV IN=34.08'
INV OUT=31.97'
INV IN=33.79' 4 5
'
'
CO-B49
STA. 10+56.19
=
r
45
' 4 5
. + .77
YI- 37
1 N V 0U =32.3
el nAl
- � STA. 11 +2 .25
-DT"
!
RI ELEV= 5.78'
-
N = 3.84'
40 '
0-B4
TA. 1 72.90 -
_ 4a
-
= 1
r
T= 2.81
-
_
1NV IN 31.79'
- - -
_ - IRA c1 c 1-0= i�7+ � � 1
nr�r1 r�c+�r� non n
UTILITY INDEX
KEY
UTILITY
MATERIAL
ALIGNMENT ID
SIZE
A
1011
C900 PVC
WTR 4
E
30 °
°
15" CP 56 F 0. 0% A
18" CP 26 F • 10. 5°!0
@ 3 a
3a
...
3a
15' RCP 1 LF .50%
1 --"-RCP 9 LF p�? 0.50%
°
15"RC
121 L @0.6
18' RCP 1,27 LF @ 0.670/0
25
25
25
25
rn
Lc)
LO N
d t� d N 7 r- el ©
O
00 K)
�
i r~
Nt to
c0 06 (6 c�
r7
c0
r,.�
d- d' � �
�
N N N
�
� n.
9+25 10+00
11+00 12+00
13+00 13+75
10+00
11+00 12+00
13+0013+50
4
PROFILE STRM 5
NTS
3
PROFILE STRIVI 7
SCALE: HORIZ. 1" = 50' VERT. 1" = 5'
YI-C18
STA. 10+00.00
Rlf ELEV 3.4'
45
45
INV OUT=35.68'
DI-Cl-1
D
YI-C17
STA. 1 +12.22 STA. 1 +61.99 -
PRO OSED GRAD E
...
' 2
1- -_--�IhA - 861
ELEv=_,3T131I RIM EL V-38 9'
INV UT=2 77'
-
EXIS 1ING
G
DE
35.3
DI-C
4
M ELE
=35.81
IM ELE
=36.15
=
40
40
'
NV OU
=34.33
STA.
13+10.
1
I
V IN=3
.95'
I
V IN=3
.04'
INV
UT=24
58'
--..._
RIM
LEV=3
.04'
I
V IN=3
.49'
-
-
RIM
LEV=3
.83'
INV
UT=24
58INV "
IN=2
.84'
INV
UT=2
.84'
35
-......r
�.
3 5
1'
A
5" RC
122 L
0.67
/o
„
3050
5"RC
127LF@0.86
0
Z22==
ZZZZ7ZZ
ZZ=Z=
12" RC
P 12 LF
0.50
/o
FEp
Z!=R
420-LF-
@-G.8&
�--
-m
3011R
P301 LF@0.
0%
25
25
24"R"P82L
@0.51%
UTILITY INDEX
UTILITY
ALIGNMENT ID/
KEY
SIZE
MATERIAL
UTILITY
GAS SERVICE TO
A
211
PVC
BLDG 1
B
8"
C900 PVC
SSWR 1
c
8
C900 Pvc
SSWR 1
D
8"
C900 Pvc
WTR
20
20
1
�
o
<o
r7
<o
to
�n
M
f\
m r-
m
cc
r7
N
a O
N
d-
r-
n
�-
03
rn
N
O
Lo
r`
cN
Ln
co
n
c�
o•i
o�
c6
cd
c6
co
co
r`
(6
L6
r--:
Ln
6
L6
L6
C
10 + a 5
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
2
PROFILE STRIVI 6
SCALE: HORIZ. 1" = 50' VERT. 1" = 5'
55
55
Y14
62
C
-A48
• • •I
STA.
13+52
68
S
A. 14+
8.05
INV I =37.74`
1
_
_
RIM
ELEV=
9.29`
-
5a
50
I
V OU=37.74'
INV IN
35.20'
IN
IN=36.
6'
INV 1 =34.4
'IN,
_INV
CO- 3162
11
W OUT
35.20'
INV C
UT=34.
5'
INV OL T=34.4'
STA. ?2?
-4
YFA86
T-7K5U-
Ilk #ISTA.
-
Vat-
2+6 56/-*2n
. t
Of
_RIIV
RIME
EV=39 42
I
IN=M__
YI-A
6
41-)
45
1
V OU
=35.32'
INV IN=
6.89'
IN
IN=34 66'
i
V IN=
5.52'
I V IN=
3.57'
STA
15+51.
3
INV IN=
5.04'
=
ANI
I
V OU
=34.01'
1 V IN=
5.59'
RIM
LEV=
.66'
O-A24
C
-A$$
P;i
I
_
it'll/
-
Z I f-;WAII
M_
-
r__
-
I
( ___A_
I V OU
I
=33.57'1-IA
I
UTILITY INDEX
UTILITY
ALIGNMENT ID/
KEY
SIZE
MATERIAL
UTILITY
A
10"
C900 PVC
WTR 3
GAS SERVICE TO
B
21
PVC
BLDG - 3
3o
STA. 1 +91.18 5" RG 16 LF
0.50°
"30
• 15 RCP 3 LF b.50%
► -
' 15' RCP LF' CCD-
.50%
f
��
1 " RCP 24 LF @ 0.50%
15" R P 42 L 0.5 %
jLL
1 " RCP 66 LF @ 0.50%
24" RCP 8 LF @ .83°!0
30 RCP $ LF @ 1.00%
2525
12" RCP 41 LF 0.50°l0
15" RCP 46 LF @ 0 50%
18" R P 41 LF @ 0.50 !0
18"
RCP 36 LF @ 0.50%
30' RCP 1 7 LF @ 1.00%
Ln Ln r` Ln r- CO Ln r- c
n
r- N c.0 to 00 LO
dp
00 Ln c0
r7
O Ln
00 0L 00
00cs
0> C 5 c� C5? O C? o> 0) 0�
ai 0� 0> 6 6 0;
Q 0i
cO ci
CO o0 Q (6 q: LO
d ui
9+00
10+00 11+00 12+00
13+00 14+00
15+00
16+00
17+00
18+00 19+00
20+00
A
1
PROFILE STRM 2
,
SCALE: HORIZ. 1" = 50' VERT. 1" = 5'
DESIGNER
LARKNEXSEN
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
STORM DRAINAGE PROFILES
DESIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RMC

f
1 2
3 16
i
SEEDBED PREPARATION: EROSION CONTROL MAINTENANCE EROSION CONTROL NOTES
PLAN:20suT
POST TOP LINE POST CAP
SQ END & ND LINE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON CORNER POST S ONLY)
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. THE PLAN IS A VIOLATION OF THE COUNTY EROSION
E SHALL' BE
1. ALL SEDIMENT AND EROSION CONTROL DEVICES
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. RAIL TI£
INSPECTED AND REPAIRED, AS NECESSARY, EVERY SEVEN (7) LINE POST „ ,,
2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR (ROUND OR C )
GREATER RAINFALL OCCURRENCE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED 1.66
3. REMOVE ALL LOOSE ROCK ROOTS, AND OTHER OBSTRUCTIONS EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND B CE R OD
BRACE RAIL 6'
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. IS SUBJECT TO A FINE.
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY
$' BOTTOM SELVAGE 8' TENSION
KNUCKLED WIRE
MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE LINE POST TIE
4. APPLY AGRICULTURAL LIME FERTILI DER, AND 3. GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES (OPTIONAL)
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
SUPERPHOSPHATE UNIFORMLY. AND MID WITH SOIL .(SEE WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
BELOW. ANY PHASE OF GRADING, AND, A PERMANENT GROUND Jill
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION TURNBUCKLE ADJUSTABLE
EROSION AND/OR OFFSITE COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
IN ORDER TO CONTROLTRUSs ROD
TENSION BAR �MIN DEPTH
- V IDED FIRM DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
5. CONTINUE TILLAGE UNTIL A WELL PUL ER � I I I I [/-
IN: 24"
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE FOLLOWING COMPLETION OF CONSTRUCTION OR 10-o MAX SPACING
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
DEEP.. DEVELOPMENT.
STABILIZED.
WIDTH
4. ADDITIONAL MEASURES TO CONTROL EROSION AND NOTES: IN: 12"
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED 1. POST HOLES TO BE BACKFILLED WITH CONCRETE. FENCESECTION ELEVATION - SQUARE END POST
LIGHTLY WITH SEEDING E( I UIPMENT OR CULTIPACK AFTER WHEN IT BECOMES ABOUT 05 FEET DEEPTHE SEDIMENT
3. SEDIMENT. SHALL BE REMOVED FROM BEHIND THE SILT FENCE SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF 2. MINIMUM 2-INCH 0.14$-INCH-THICK, cavANlzEo-STEEL,
..
SEEDING. NEW HANOVER COUNTY.
cNAIN-LINK FABRIC FENCING
E FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO 3. MINIMUM 6-FEET HIGHT WITH GALVANIZED -STEEL PIPE POSTS
4. MINIMUM 2-3/8-INCH-OD LINE POSTS
MAINTAIN A BARRIER. 5. 2-7/8-INCH-OD CORNER AND PULL POSTS
El MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 5. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
4 ALL AREAS WILL BE FERTILIZED :RESEEDED AS NECESSARY,
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS AND MULCHED ACCORDING TO SPECIFICATIONS IN THE 6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON
OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. BY THE FIELD INSPECTOR, ENGINEER, AND OWNER.
IF STAND SHOULD BE OVER 600 DAMAGED, REESTABLISH VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
FOLLOWING ORIGINAL LIME FERTILI DER AND SEEDING RATES. VEGETATIVE COVER. 7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE E3,
CHECK DESIRED OPTIONS 1�
END & CORNER
POST TOP OPTIONS
TOP & BOTTOM
FABRIC OPTIONS
I-
w,
-�
Z
J
g
I--U-
Z
YM
�
-------
A-
NCE TO BE CLEANED WHEN THAN 15 WORKING DAYS OR 90 CALENDAR DAYS
17-1
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE 1 5. STONE CONSTRUCTION. ENT RA SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE
TREATMENT AND FERTILIRATION AFTER PERMANENT COVER IS SEEDED, MULCHED, AND TACKED.
TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY
ESTABLISHED. 8. WITHIN. 24 HOURS FOLLOWING ANY RAIN _EVENT, THE FENCE
6EHIGH CHAINLINK
TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, NTS
DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL
10. APPLY: REQUIRED.
ALL DAMAGED EROSION CONTROL MEASURES.
RE
AGRICULTURAL LIMESTONE - 2 TONS/ACRE FROM PAVEMENT, AS Q
FERTILIZER - 1000 LBS/ACRE (10-10-10) 9. ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL
SUPERPHOSPHATE - 500 LBS/ACRE 2006. :INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT..
� ) SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT. CLEAR THE
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO 3 TEMPORARY SECURITY FENCE - NTS
DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION
SHOULD BE CLEANED OUT WHEN IT IS HALF FULL.
D
WA T ) I
LASS 1 RIP RAP
2 24" M I N
COVER
-i I I- • I I i'I I
11= 24
2 p� 30 RCP
COMPACTED BACKFILL
,. ,_ its
^lil-
CLASS A EROSION CONTROL STONE
C
5 NOTES
NTS
2 OUTLET PROTECTION NTS
TWISTED SELVAGE
8�0 MIN., TOP AND BOTTOM
�_. 1290 MAD.
1❑ 2❑
- MIN. MIN.
TOP OF WEIR 050WASHED STONE BERM IS TO BE SEEDED IN ACCORDANCE #
© I _
I ELEVATION 032.0 WITH THE SEEDING SCHEDULE
LLLWARNINGLLL
CONSTRUCTION
AREA
r000 t "' t t
I 11=! L=1 I I DO NOT ENTER2�LOOD STORAGE DONE 3
ELEVATION ❑30.0 `
1 hI
_r 1
_90> .., II�L IIViaI I
((- 21SEDlMEN7 STORAGE DON E �TOTAL BASIN CAPACITY)
° Of° 4` j�. u=! 11-f 11
Op ° Y ti.. g x�`da asu ,. p 4 ice"-.,. �% � 4 �l .:�II`III-I
x111=1 11=! 1=1 lI 11=�y1 I I
BOTTOM ELEVATION E323.0
{;,a . f .,. - -
v._....._....
MA❑IMUM LEVEL OF SEDIMENT COLLECTED- ' I I..�.�_�.I ....�l�l _ _..�.�_�.. ...I._.�.._Iw' ' '.�.H�
CLEAR BASIN WHEN THIS LEVEL IS REACHED.DUAL 30 RCP OUTLETS
CLASS 1 RIP RAP INV ❑ 24.580
b;
a I
1 ❑ 26❑
15L`NUN. iiti °. NOTES
1. CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIOED. NO
RUSTED OR EOCESSIVELY MALFORMED FABRIC.
2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT and/or
SPREAD TO ADEDUATELY SUPPORT EACH PANEL.
3. PANEL -TO -PANEL CONNECTIONS SHALL BE MADE AT A MIN.
TWO LOCATIONS PER CONNECTION UNLESS OTHERWISE
ROCK PIPE INLET PROTECTION PROVAPPROVED
4 FENCIING NSTALLA ION.N WARNING SIGNAGE 500.C. ALONG
0
NOT TO SCALE
0
�! TEMPORARY CONSTRUCTION FENCING
0
NOT TO SCALE
LO
CD
G
a o
co p
�r so -
cc),
�' NTS
N A 4 ROCK PIPE INLET PROTECTION NTS 1 TEMPORARY CONSTRUCTION FENCING
as t�
Balfoup B
constpuctolon
1# ' 1
DESIGNER
C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
AlsotMCT,,-p-T"%�CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
PROFESSIONAL SEAL
111 .1 fill/
SUBMITTAL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
SHEET
EROSION CONTROL DETAILS
ECEIVE
s"1'a{y@
,4 �Gt' �� �
BY. -
DESIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RMC

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4 15
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GRATE AND FRAME
771
G RATE AND FRAME
GRATE AND FRAME 1 " DIA -
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CONSTRUCTION
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m
0 n
ccF
uj
U- �
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00
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z
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NOTE:
CONSTRUCT GRATED DROP INLET
To COINCIDE WITH NORMAL
PRECAST
CONCRETE
7U
z
H
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OR SUPERELEVATED SHOULDER OR
PAVEMENT SLOPE.
CONSTRUCTION
w V. �
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CONCRETE
0 0
0LL.
m M o
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CONSTRUCTION
0 u
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o
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DIA. BENT BAR CONCRETE ANCHOR
FOR NORMAL CROWN AND
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SUPERELEVATED SECTIONS
SHEET 1 OF 1
HEET i OF 1
1840,25
840.25
v GENERAL NOTES: z cl)
0
v .fl "' * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS. H }-
. mod. - •.? • 4 4. S40.14 .84.0..1.5: 8402.31x 84O.32 840. 34 < Q
4 .0 fi On,05,,, - fi 0 , sZ L__
C!s O " • 6" • 611 840.35, 840.36 AND 840.41. Cbc o
> H 0 w '*• 1 MIN, * INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE ►--� 0 CD .
H z -1= n dr CLR' (TYP) SECTION VIEWS * WITH NCDOT STANDARD SPECIFICATION SECTION 840.LL CL = z
..4 1 MIN. USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. w Q z � w
= a n m CLR. (TYP) OPTIONAL JOINT DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185 I- U < n _
©CD
:a WELDED WIRE FABRIC (WWF) . Q
v 4x4 W4xW4 ►d * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0". I"- _ ~ Z W
z H -O r- -n WWF LAP #5 REBARS @ 12 * t!a I••- U- 0 _.a
• O ( PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
n = m Z WWF 6" ON- CENTERS (HORIZ.
- "-i & VERT . 1926.704. 0 0 co
n p TO FABRIC)
(USE WITH ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED ''`- ~•
H 4' X 4' &LARGER UNLESS ALLOWED BY DETAIL IN PLANS.
0 0 ' * PRECAST ALL ELEMENTS TO MEET ASTM C913. , Lu 0
• o �, DRAINAGE STRUCTURES p
'P• TYPICAL) - 'L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
V-fi" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
PLAN VIEW OF BASE UNIT STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" `L' OR 'W' s" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
m" m
raw � H
M�1 CD
~ _
z �C
INk -4
MIN.
MIN,
THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
STANDARD SPECIFICATIONS.
#4 REBARS @��'
* LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
#4 REBARS
6" CENTERS f "' ca
TO fi' - 0" X W - 0" .
N
fi" CENTERS
EACH WAY s
* THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
LLL
W
EACH WAY
~
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
ij
LOCATED IN
CENTER THIRD
TYPICAL
PRECAST
IS .GREATER.
* ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
('3
H
W
OF WALL_
RISER
SECTION
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
3:
O.
DWG. 840.34 FOR MANHOLE INSTALLATION.
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_
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Z v OF OPENING FULL SPAN - 6"1 INS 'L' 6"co
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c n cl) z
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- - - - - - - -
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OPENING 1"
#5 REBARS 12" �.
>
CLEAR (SEE NOTES)
; CENTERS
• -
LOCATE OPENING z
TYPICAL SECTION
• a' :: n• : r a' : ,• a' :: P
AS REQUIRED =m
(SEE NOTES)
dd ig�., d:�►
S' i
SIN. PLAN TOP SLAB MIN.
TOP SLAB
TYP I CA:L.: SECTION
OF BASE UNIT`
,
z
STET A OF' A
840 m 46
v
am
H
� CD 0
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Z.., =
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-nZn
L
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001-1
C7 - 4 >
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0 0 ■
z
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co
m p
z
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I" DEPRESSION 1�,.8!► 1 8"
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SECTION G-G H
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1 -41/
1
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2
'- PLAN OF FRAME
1 ' - 7§/8 r! 1 1 ' - 7§8" CAST IRON
PLAN OF GRATING
2! - 31/ rl CAST IRON
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3'-33/4" 2'-3/4"
1 T1611 2 rl ." .� ►► �� rr »
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H-� �
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3► 2rl 2! !r
ro
A FA
21/8/l 21/8ll
31
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3'-6" 21-6"
SECTION E-E SECTION F-F
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SHEET 1 OF 1
840 ■ 1 f
Q m GENERAL NOTES
C -0
USE USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
H z
m� 0 FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
r.... 0 -� ACCORDANCE WITH AASHTO M199.
N ' -� _ > ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
_ D A n m FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
z: WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
H Ft THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
Z 0 H OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
:� � -I > LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
-1 n-BOTTOM SLAB. �,
r THE MIN, SLAB THICKNESS `T' IS THE DIMENSION OF THE
z INA
ll
N THINNEST PORTION OF THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
r� `D' + 2 'W,r
m
4CLR.
" MIN., ADDITIONAL
> #4 REBAR
m
rz MIN. USE MIN. AREA OF STEEL IN T
IT, CLR . SLAB OF #4'S @ 8" CTS .
_ 1-4
EACHWAY/EACH FACE *.
N _ FLAT TOP SLAB
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CD
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1
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n
CLEAROOFOPENING BOTTOM FACE
PLACE BARS DIAGONAL
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TO CORNERS (TYP.)
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IN
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MIN.
MIN.
MIN. CIRCUMFERENTIAL
H
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URIC DIAMETER
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TOP/BOTTOM
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THICKNESS
SLAB THICKNESS
PER VERTICAL FT.
J 0
•
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(IN.)
(IN.)
(SQ. IN.)
0 0 � Z
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w ,c>G ? iL =
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4
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6
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GRADE
RING
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ECCENTRIC CONE
:•,
W
,•
.
5dr MAX. SPACING
W
LOCATE WALL REINFORCEMENT
OF CIRCUM. RIF
IN MIDDLE THIRD OF WALL
,v
R
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0
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•
V-..
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•
NO, 840.66
As
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H IL
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RCEMENlr
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Q
REIN 0 ) Cr CL
tm
• LONGITUDINAL
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SIDE OF OPENING (1" RISER CC n
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cr
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1 �y� JL �ti 1 `♦
Jt.. _ -t �
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m 01
SHEET 1 OF 1 GRATED INLET OPTION MANHOLE
840m52
v
v m
H �
z
M
G)03! m
=000
z H -a -n
0==Z
. >
0
z r
A
L_
FRAME AND GRATES
STD. NO.
TRAFFIC BEARING
840.37
NONTRAFFIC BEARING:
840.22
840.24
840.20
840.29
840.33
A
OPTION
SWI
SEE STD. 840.54
_ Z` r-
,i
FOR MANHOLE
` '
•'
BASE
H Z
RING AND COVER
�,
J
�f
..
Z
I
r
s T
uj
�J �`
':' a' ,a' ::sp' ;�:•w' •:rwa o,.� .'• p �a•;v '
REINFORCED CONC .
FTG. {SEE STD.
1525.01 IF
c
- - -
.; -
.
�•
USE MIN. AREA OF STEEL
REQUIRED}
- ..
I
IN BASE SLAB OF
i
i
J.,
1__----0.12
in2 PER LINEAR -___-_,
,.
••
FOOT EACH WAY
CL
TYPICAL MANHOLE SECTION
SHEET 1 OF 1
1840m52
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
I.E.: SEWER, STORM DRAINg ELECTRICAL
TOP OF COVER
B B
L.. j
BOTTOM OF COVER mod,
�m
Z z AM
=PLAN OF FRE
H
0
V)
m= 2'-11/,r
1'-11U" ON :3114"
v 1' -10T8"
my - _
>p 1 rr / TYPE #1
zG) t
I
C►`
rC m ~ t /~ ALTERNATE
44t 2 - 0 �12
2'-91/4"
SECTION A -A I
SHEET 1 OF 1
840 ■ 54 t TYPE #2
PLAN OF COVER
o UJ
LL >
H
o Q
rN •` p
W
00
,► - < LL.
33/4 r W
112 „ I 41 i1 =
1-0
4
SECTION B - B uj ,m
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
r
i, y , -' h
2" ASI-IHAL
STORM DRAINAGE BEDDI
NG NOTES SAWCUT EXISTING PAVEMENT TYPE SF9..5A NCDOT
EXISTING ASPHALT PAVEMENT 8" COMPACTED ABC
1. EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN ON (NCDOT REDUIRES 1611)
THE PLANS.
2. THE BEDDING SHALL BE SHAPED IN ACCORDANCE WITH CL C BE
DDING.
ASS
3. THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSITY ALON
G THE EN
TIRE
RE
LENGTH OF PIPE. RECESSES SHALL BE MADE TO ACCOMMODATE BELLS AND JOINTS.
4. WHERE UNSTABLE SOILS ARE ENCOUNTERED AS DETERMINED BY GEOTECHNICAL ENGINEER, A
MINIMUM 4-INCH THICK BEDDING OF STONE SHALL BE PLACED.
5. THE STONE SHALL BE UNIFORMLY GRADED FROM 3/4 INCH TO NO. 4 IN ACCORDANCE WITH ASTM
C-33 CARE SHALL BE TAKEN TO PREVENT UNDERCUTTING IN SUITABLE SOIL.
6. AREAS UNDERCUT SHALL BE FILLED WITH SUITABLE SOIL AND COMPACTED TO 950 OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 15511 STANDARD TEST
METHOD.
STORM DRAINAGE NOTES:
1. ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
2. ALL STORM DRAINAGE PIPES SHALL BE HDPE UNLESS OTHERWISE NOTED ON THE PLANS.
T REES WITHIN UTILITY AND DRAINAGE EASEMENTS
+►♦ *+M♦ +M= �►♦'tl♦�r ♦
♦ ♦
'M♦!'r'!♦s� * �f! ,�+D♦
• ♦
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•
�fr♦♦♦ ♦♦♦ 4♦+iM♦�' ♦s►
♦ ♦
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♦ ♦
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�.
err► ..,ram
. w
PAVEIV
SAWCUT
PAVEMENT
x go
/•r•rr••'•►rr•rrr*•rfrrri•to%oo •4rr
E
• f ■
�►•
• J
r+►rr��rr�srsr•r•�+r►rri+i••i�r
*• rr r• ••• r•r r• rrr r•r r•••r
�*i��s+►r0*••�+Rrr*f r*�wAr��*r�Mf�A �•�1
s„w� ��*�;►ri�irrr.►rr��%•rtir�«��•�
�••�ir•ii� r r�`ir•ii•ri�
• M .
•
r•rirr"'i ••r•••r'
i�rri+` �r•r••,
���•' "• fair+
..
��!��i�•*�
,r•r••r•, s••rr••#owl
3. DO NOT PLAN T v q7 �
4. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL\//\//\//\�//\�`//�'`�//\�//\�//\//�`/
CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF
�\�/\
DRAINAGE SYSTEM AND AGREE ON THE C
DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE NOTES:
RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S).
5. THE CONTRACTOR SHALL CONTACT NC 811 BEFORE COMMENCING ANY WORK. THE CONTRACTOR * BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND COMPACTED TO A MINIMUM
SHALL ALSO OBTAIN A UNCW DIG PERMIT. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL DENSITY OF 95% AS DETERMINED BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-9
UNDERGROUND UTILITIES WHETHER INDICATED ON THE DRAWINGS OR NOT. THE CONTRACTOR * CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING AND COMPACTION
WILL ASSURE THE PRESENCE ONSITE OF A REPRESENTATIVE OF THE GAS COMPANY WHEN
THE. VICINITY OF ANY GAS MAINS. STANDARD SHOWING METHOD MAKING PAVEMENT
I WORKING N
REPAIRS WHERE PIPE IS INSTALLED
STORM
2 M DRAINAGE NOTES NTs 1 PAVEMENT REPAIR DETAIL
DESIGNER
C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377-8800
CLARK NEXSEN LICENSE NUMBER: C-1028
MCIUM&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROLINA
28401
910.343.1048
susrniTraL
25 JANUARY 2019
ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
ETE
ENT �-
a p
9 _
'ACTED N . a DO
D r
��
DCTOR
SHEET°
STORM DRAINAGE DETAILS
9
DESIGN: TRC/BPD
DRAWN: TRC/BPD
NTS RFVIEW- RMC

2 13
4 5 16
© GENERAL NOTES: Z
a m BACK OF CURB FRAME GRATE AND HOOD USE CLASS "B" CONCRETE THROUGHOUT. 0 �
-p SEE TD.NO. 840.03 }.
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54" 3'-0" 2`-2" 5'--7" 6'-3" 2'-7" S'-2'' 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0..386 2.387 0.297 0.401 ISSUED FOR
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CONSTRUCTION
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C. M. R. C.
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1 rr 12" 3' - 0" 2' - 0" 2' -A" 0.222 0.222 0.592 0.015 0.026
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WHEN ARE INLINE DRAINS USED? 1: TOENTERANEXISTINGL►NE
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
2708AG _ _ X
2710AG - - X
2712AGX
RISER
2715AG _ _ X
2718AG _ _ X
2724AG _ _ X
2730AG X
TYPICAL INSTALLATIONS TEE ELBOW
TYPICAL INSTALLATION OF NYLOPLAST INLINE DRAIN
12"DRAIN BASIN
DRAIN BASIN AND INLINE DRAIN DRAIN BASIN
1
� 10" INLINE DRAIN
(3) VARIABLE ELEVATION 7J(2) INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
WATERTIGHT ADAPTERS AVAILABLE 10" INLINE DRAIN
FOR MOST COMMON PLASTIC PIPING SYSTEMS
WHEN ARE DRAIN BASINS USED?
2808AG - - X 4: FOR SHALLOW
2810AG _-X 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 5: TO CHANGE DIRECTION
2812AG _ _ X APPLICATIONS
2815AG X
2818AGX
2824AG _ _ X
2830AG _ _ X 1 8" 1 6"
CORRUGATED A"
HD
PE PIPE SMOOTH WALL
PVC
1 • STRUCTURES & ADAPTERS AVAILABLE I SIZES 8" - 39' THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN SY AWA MATERIAL 3130 VERONA AVE
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0- TO 360°, TO DETERMINE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.110-012 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 8-1040 r� ♦ PHN [phone]
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS TRANSFER, OR LICENSE THE USE OF THE DESIGN OR yIO IaS l FAX [phone]
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO.MN
AME WWW.Tvylwast-us com
SEE DRAWING NO.7001-110.065 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 1-6.10
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 8IN • 30 IN TYPICAL INSTALLATION OPTIONS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROMNYLOPLAST. 02010 NYLOPLAST DWG SIZE A [SCALE 1:40 SHEET 10F 1 DWG N0. 7001-110.042 REV D
4" MIN C
6" MIN
DRAIN BASIN
NON TRAFFIC INSTALLATION
, RUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 9.30-99
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 12-29.11
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. 02011 NYLOPLAST I DWG SIZE A
INLINE DRAIN
-..IER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR
CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
MATERIAL 3130 VERONA AVE
BUFORD, GA 30518
PHN [phone]
Nylo last FAX [phone]
PROJECT NOJNAME www.nyloplast-us.com
TITLE
DRAIN BASIN & INLINE DRAIN
NON TRAFFIC INSTALLATION
SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV D
NYLOPLAST TURF TRAFFIC INSTALLATION
12" - 30"
DRAIN BASIN 12" - 30"
INLINE DRAIN
8" MIN THICKNESS GUIDELINE
FRAME & GRATE/SOLID COVER
18" MIN THICKNESS
MIN DEPTH FOR TURF
(2) 18" MIN THICKNESS
TOP SOIL (2)
a <.
BOTTOM FLANGE OF
MINIMUM PIPE BURIAL
DEPTH PER PIPE.
FRAME MUST BE
SUPPORTED BY
MANUFACTURER
CONCRETE COLLAR
RECOMMENDATION
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS
ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL
CONCRETE SLAB MUST BE DESIGNED TAKING INTO
`_6
LOCAL SOIL CONDITIONS, TRAFFIC
CONSIDERATION
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
4" MIN ON 12" - 24"
6" MIN ON 30"
TOP SOIL
BOTTOM FLANGE OF
FRAME MUST BE
SUPPORTED BY
CONCRETE COLLAR
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1. GRATES/SOLID COVERS SHALL MEET H-20 LOAD RATING FOR
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL
3130 VERONA AVE
30" PEDESTRIAN & 12" - 30" STANDARD & SOLID
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
BUFORD, GA 30618
2. DESIGN SHOULD ACCOUNT FOR ROOT DEPTH TO ALLOW
OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 01.05.09
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
NyIO IaS
PHN [phone]
FAX ("0) 932-2490
TURF TO GROW AND PREVENT EROSION AROUND GRATE
TECHNICAL INFORMATION SHOWN HEREIN
www.nyloplast-us.c
SO THAT HAZARDS DO NOT FORM.
REVISED BY NMH PROJECT NOJNAME
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-%16
12 IN - 30 IN DRAIN BASIN & INLINE DRAIN
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
TURF TRAFFIC INSTALLATION
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
nrn"e,oe,n�, Bonne won noe eer _.,,,......,. __ .... DWG SIZE A 1 SCALE 1:25 SHEET 10F 1
DWG NO. 7001-110.340
REV F
Section 2721
Engineered Surface Drainage Products
GENERAL
PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile
iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The
surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal.
MATERIALS
The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermoforming process to reform the pipe stock to the specified
configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified
pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible eiastomeric seals. The flexible elastomeric
seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The raw material used to manufacture
the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class 12454.
The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes 8", 10", 12", 15", 18", 24" and 30" and shall be made specifically for
each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of
supporting various wheel loads as specified by Nyloplast. 12" and 15" square grates will be hinged to the frame using pins. Ductile iron used in the manufacture of
the castings shall conform to ASTM A536 grade 70-50-05. Grates and covers shall be provided painted black.
INSTALLATION
The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be
crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321. Bedding and backfill for
surface drainage inlets shall be well placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final
grade... Na rJ1-a, stol"Ie or cor=ata bibwN be requked ttj exft gl�e�.a to t1fLe L 1gI a-6L "'Ie1gt La. F6r li�� 'Za re:fa dLL-th S4tlat .d
under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable
design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY CJA
MATERIAL
3130 VERONA AVE
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
BUFORD, GA 30518
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TECHNICALTRANSFER, OR LICENSE THE USE OF THE DESIGN OR
INFORMATION SHOWN
DATE 3.10-00
♦ PHN [phone]
NyIO FAX[phone]
laS l nytoplast--us.com
REVISED BY NMH
PROJECT NOJNAME
TITLE
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 03.11-16
8IN- 30 IN DRAIN BASIN SPECIFICATIONS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. 02013 NYLOPLAST
DWG SIZE A
1 SCALE 1;1 SHEET 10F 1
DWG N0. 7001-110-011 REV H
1201 DI
APPROX- DRAIN AREA = 39.75 SO IN
APPROX. WEIGHT =15 LBS
014.95
C77- Z_71
1.25
011.64
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL
3130 VERONA AVE
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REPRODUCTION OF THIS PRINT OR ANY INFORMATION
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SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4-13.11
12INDROP IN
ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
JUSTICE, 28 CFR PART 36.
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. Call NYLOPLAST DWG SIZE A SCALE 1:6 SHEET 10F 1
DWG N0. 7001110-021
REV D
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
I
DRAWN BY AWA MATERIAL
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REPRODUCTION OF THIS PRINT OR ANY INFORMATION
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CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 2-9-10
61N • 24 IN DROP IN GRATE INSTALLATION
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:8 SHEET 1 OF 1
DWG NO. 7001-110-017
REV E
PERMISSION FROM NYLOPLAST. 02010NYLOPLAST
12" INCREMENTAL
EXTENSION
FIELD GLUE JOINT
NYLOPLAST RISER EXTENSION: 391- _ AG
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12" INCREMENTAL
1 EXTENSION
4" ON BODY SIZES 12" 24" 4" ON BODY SIZES 12" - 24"
6" ON BODY SIZES 30" 6" ON BODY SIZES 30"
FIELD GLUE JOINT
71
12"INCREMENTAL
EXTENSION
3" ON BODY SIZES 8" & 10"
FIELD GLUE JOINT
1. NYLOPLAST RISER JOINTS SHALL BE FIELD INSTALLED USING THE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CQA MATERIAL 3130 VERONA AVE
GUIDELINES OUTLINED IN ASTM D2855. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT i BUFORD, GA 30518
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ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 8IN - 30 IN RISER EXTENSION
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. 02012 NYLOPLAST DWG SIZE A SCALE 1:20 SHEET 1 Of 1 DWG N0. 7001410 065 REV D
NOTE:
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REDUCERS, 45° BENDS AND
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2. WATERTIGHT (WT) JOINTS FACE
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ARE ALSO AVAILABLE.
2491
VERTICAL OFFSET
FINISHED GRADE OUTLET
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY BELL
REDUCER
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DESIGNER
C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: C-1028
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V&CREED
CIVIL ENGINEER
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WILMINGTON, NORTH CAROLINA
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SUBMITTAL
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ISSUED FOR
CONSTRUCTION
REVISIONS
KEY PLAN
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C L A R K N E X S E N
1523 ELIZABETH AVENUE, SUITE 300
CHARLOTTE, NORTH CAROLINA 28204
704.377.8800
CLARK NEXSEN LICENSE NUMBER: G1028
`v MCICM&CREED
CIVIL ENGINEER
243 NORTH FRONT STREET
WILMWGTON, NORTH CAROLINA
28401
910.343.1048
SUBMITTAL
25 JAN UARY 2019
REVISIONS
KEY PLAN
DESIGN: TRC/BPD
DRAWN: TRC/BPD
REVIEW: RMC