Attachment D_20-21601-02A_2023-3-17 Battleship LwW_CD Drawings

USS BATTLESHIP NORTH CAROLINA
E LIVING WITH WATER IMPROVEMENTS
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BATTLESHIP
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NORTH CAROLINA
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BATTLESHIP NORTH CAROLINA
1 BATTLESHIP ROAD
WILMINGTON, NC 28401
BOLIVIA
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21601 02A
R T H
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DEPARTMENT OF
NATURAL&
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RESOURCES
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NORTH CAROLINA DEPARTMENT OF
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109 EAST JONES STREET
RALEIGH, NC 27601
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C D SUBMITTAL
Reference No.
ISSUED:2023-03-17
G_002
NOT TO BE USED FOR CONSTRUCTION
INDEX: 2 OF 89
INDEX OF DRAWINGS
INDEX NO.
SHEET NO.
SHEET TITLE
GENERAL
1
G-001
COVER SHEET
2
G-002
INDEX OF DRAWINGS
3
G-003
GENERAL NOTES
4
G-004
ABBREVIATIONS &SHEET LEGEND
5
G-101
OVERALL SITE KEY PLAN
6
G-102
PHOTOGRAPHIC PLAN
7
G-103
PHASING PLAN
8
G-104
PHASING PLAN ALTERNATE BID
SURVEY
9
V-101
EXISTING CONDITIONS SITE PLAN
GEOTECHNICAL
10
B-101
BORING LOCATION SITE PLAN
11
B-601
BORING LOGS SHEET 1 OF 4
12
B-602
BORING LOGS SHEET 2 OF 4
13
B-603
BORING LOGS SHEET 3 OF 4
14
B-604
BORING LOGS SHEET 4 OF 4
CIVIL
15
CD101
DEMOLITION PLAN SHEET 1 OF 6
16
CD102
DEMOLITION PLAN SHEET 2 OF 6
17
CD103
DEMOLITION PLAN SHEET 3 OF 6
18
CD104
DEMOLITION PLAN SHEET 4 OF 6
19
CD105
DEMOLITION PLAN SHEET 5 OF 6
20
CD106
DEMOLITION PLAN SHEET 6 OF 6
21
CS101
CIVIL SITE PLAN SHEET 1 OF 6
22
CS101A
CIVIL SITE PLAN SHEET 1 OF 6 ALTERNATE BID 2
23
CS102
CIVIL SITE PLAN SHEET 2 OF 6
24
CS102A
CIVIL SITE PLAN SHEET 2 OF 6 ALTERNATE BID 2
25
CS103
CIVIL SITE PLAN SHEET 3 OF 6
26
CS104
CIVIL SITE PLAN SHEET 4 OF 6
27
CS104A
CIVIL SITE PLAN SHEET 4 OF 6 ALTERNATE BID 2
28
CS105
CIVIL SITE PLAN SHEET 5 OF 6
29
CS106
CIVIL SITE PLAN SHEET 6 OF 6
30
CS501
CIVIL SITE DETAILS SHEET 1 OF 6
31
CS502
CIVIL SITE DETAILS SHEET 2 OF 6
32
CS503
CIVIL SITE DETAILS SHEET 3 OF 6
33
CS504
CIVIL SITE DETAILS SHEET 4 OF 6
34
CS505
CIVIL SITE DETAILS SHEET 5 OF 6
35
CS506
CIVIL SITE DETAILS SHEET 6 OF 6
36
CS601
CONTROL TABLE
37
CE001
EROSION &SEDIMENT CONTROL NOTES SHEET 1 OF 3
38
CE002
EROSION &SEDIMENT CONTROL NOTES SHEET 2 OF 3
39
CE003
EROSION &SEDIMENT CONTROL NOTES SHEET 3 OF 3
40
CE101
EROSION &SEDIMENT CONTROL PLAN
41
CE501
EROSION &SEDIMENT CONTROL DETAILS SHEET 1 OF 3
42
CE502
EROSION &SEDIMENT CONTROL DETAILS SHEET 2 OF 3
43
CE503
EROSION &SEDIMENT CONTROL DETAILS SHEET 3 OF 3
44
CG101
GRADING PLAN SHEET 1 OF 6
INDEX OF DRAWINGS
INDEX NO.
SHEET NO.
SHEET TITLE
45
CG101A
GRADING PLAN SHEET 1 OF 6 ALTERNATE BID 2
46
CG102
GRADING PLAN SHEET 2 OF 6
47
CG103
GRADING PLAN SHEET 3 OF 6
48
CG104
GRADING PLAN SHEET 4 OF 6
49
CG104A
GRADING PLAN SHEET 4 OF 6 ALTERNATE BID 2
50
CG105
GRADING PLAN SHEET 5 OF 6
51
CG106
GRADING PLAN SHEET 6 OF 6
52
CG301
TYPICAL SECTIONS SHEET 1 OF 2
53
CG302
TYPICAL SECTIONS SHEET 2 OF 2
54
CM101
MAIN PARKING LOT STRIPING &PAVEMENT PLAN
55
CM102
OVERFLOW PARKING LOT LAYOUT &PAVEMENT PLAN
56
CM501
PARKING LOT DETAILS
STRUCTURAL
57
S-401
TIMBER WALKWAY ENLARGEMENT PLANS
58
S-402
TIMBER PLATFORM &RAMP ENLARGEMENT PLANS
59
S-501
TIMBER WALKWAY DETAILS SHEET 1 OF 2
60
S-502
TIMBER WALKWAY DETAILS SHEET 2 OF 2
LANDSCAPE
61
LP001
PLANTING NOTES
62
LP101
LANDSCAPE PLAN SHEET 1 OF 6
63
LP101A
LANDSCAPE PLAN SHEET 1 OF 6 ALTERNATE BID 2
64
LP102
LANDSCAPE PLAN SHEET 2 OF 6
65
LP103
LANDSCAPE PLAN SHEET 3 OF 6
66
LP104
LANDSCAPE PLAN SHEET 4 OF 6
67
LP104A
LANDSCAPE PLAN SHEET 4 OF 6 ALTERNATE BID 2
68
LP105
LANDSCAPE PLAN SHEET 5 OF 6
69
LP106
LANDSCAPE PLAN SHEET 6 OF 6
70
LP401
LANDSCAPE ENLARGED PLANS SHEET 1 OF 3
71
LP402
LANDSCAPE ENLARGED PLANS SHEET 2 OF 3
72
LP403
LANDSCAPE ENLARGED PLANS SHEET 3 OF 3 ALTERNATE BID 2
73
LP501
LANSDCAPE DETAILS
74
LP601
PLANTING SCHEDULE
ELECTRICAL
75
E-001
ELECTRICAL GENERAL NOTES &LEGEND
76
E-101
ELECTRICAL SITE PLAN SHEET 1 OF 6
77
E-101A
ELECTRICAL SITE PLAN SHEET 1 OF 6 ALTERNATE BID 2
78
E-102
ELECTRICAL SITE PLAN SHEET 2 OF 6
79
E-102A
ELECTRICAL SITE PLAN SHEET 2 OF 6 ALTERNATE BID 2
80
E-103
ELECTRICAL SITE PLAN SHEET 3 OF 6
81
E-104
ELECTRICAL SITE PLAN SHEET 4 OF 6
82
E-104A
ELECTRICAL SITE PLAN SHEET 4 OF 6 ALTERNATE BID 2
83
E-105
ELECTRICAL SITE PLAN SHEET 5 OF 6
84
E-106
ELECTRICAL SITE PLAN SHEET 6 OF 6
85
E-501
ELECTRICAL DETAILS
86
E-502
SITE LIGHTING SCHEDULE AND DETAILS
87
E-503
POWER CABLE SCHEDULE
88
E-901
PHOTOGRAPH -EXISTING PARKING LOT LIGHTING CONTROL EQUIPMENT
89
E-902
PHOTOGRAPH -EXISTING PANELBOARDS
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GENERAL NOTES:
1. THE TOPOGRAPHY PRESENTED ON THE SITE PLAN IS BASED ON 2020 SURVEYS CONDUCTED BY
WITHERS RAVENEL AND CAN ONLY BE CONSIDERED AS REPRESENTATIVE OF CONDITIONS AT
THAT TIME. SURVEY VERTICAL REFERENCE NAVD88 DATUM.
2. PLAN COORDINATES AND WORK POINTS ARE BASED ON THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM, NORTH AMERICAN DATUM 83 (NAD83).
3. ALL ELEVATIONS SHOWN ON DRAWINGS ARE REFERENCED TO NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88). THE TIDAL DATUM RELATIONSHIP IS BASED ON NOAA TIDAL STATION
AT THE WILMINGTON, INC STATION.
MHHW..........
2.08 FEET
MHW...........
1.83 FEET
NAVD88.........
0.00 FEET
MSL............
-0.16 FEET
MLW...........
-2.44 FEET
MLLW..........
-2.60 FEET
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING
WORK. DO NOT SCALE PROJECT DRAWINGS. REPORT ANY DISCREPANCIES IN THE DRAWINGS
AND/OR SPECIFICATIONS TO THE DESIGN FIRM (MOFFATT NICHOL) FOR CLARIFICATION OR
ADJUSTMENT PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL NOT BEGIN
DEMOLITION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN
RESOLVED.
5. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE AND SHALL COMPLY
WITH ALL TERMS OF THE PERMITS PERTAINING TO THE PERFORMANCE OF THE WORK.
6. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND
ERECTION OF STRUCTURAL MATERIAL ARE THE CONTRACTORS RESPONSIBILITY.
7. THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL SPECIFICATIONS. IF THERE
ARE CONFLICTS BETWEEN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL ALERT
THE OWNER AND ENGINEER. THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE.
8. THE EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED UPON AVAILABLE INFORMATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL
UTILITIES, IF UTILITIES OTHER THAN THOSE SHOWN ARE ENCOUNTERED DURING
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE
STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO
EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR
EXPENSE. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW
UTILITIES TO EXISTING UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
9. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL
C ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS.
I
10. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE
SITE ANY DEBRIS RESULTING FROM DEMOLITION/CONSTRUCTION. DISPOSAL OF MATERIALS IS
THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIALS TO BE REMOVED SHALL BECOME
THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED
OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL.
11. THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIERS (SILTATION
CURTAINS AND FLOATING TURBIDITY SCREENS) TO PREVENT SILTATION OF ADJACENT
PROPERTY, STREETS, STORM SEWERS, AND WATERWAYS, IF IN THE OPINION OF THE STATE OF
NORTH CAROLINA AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE BEING
TRANSPORTED OFF SITE EITHER BY NATURAL DRAINAGE OR VEHICULAR TRAFFIC, THE
CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH FROM TRAVEL WAYS TO THE
SATISFACTION OF THE STATE OF NORTH CAROLINA.
12. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER THE STATE OF NORTH CAROLINA
REGULATIONS.
13. THE PROJECT SITE IS LOCATED IN ZONE AE, AS SHOWN ON FIRM MAP NUMBER 3720311700L
EFFECTIVE ON 08.28.2018.
14. DEVELOPMENT, WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100-YEAR FLOODPLAIN AT
ELEVATION 9-FT, IS DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF EXECUTIVE
ORDER NO. 123 - "UNIFORM FLOODPLAIN MANAGEMENT POLICY."
PERMITS:
1. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER.
2. IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY
WITH THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO FAMILIARIZE AND GOVERN THEM SELF BY ALL PROVISIONS OF THESE
PERMITS.
STAGING:
CONSTRUCTION SEQUENCE
1. THE DESIGN TEAM WILL OBTAIN NECESSARY PERMITS PRIOR TO CONSTRUCTION, LIKEWISE, THE
DESIGNER WILL HOLD THE PRECONSTRUCTION CONFERENCE ACCORDING TO THE STATE
CONSTRUCTION MANUAL.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, DIVERSION BERMS, AND
TURBIDITY CURTAIN WHERE SPECIFIED.
3. INSTALL INLET PROTECTION ON ALL EXISTING STORM WATER INLETS.
4. CONTRACTOR SHALL ADJUST EROSION CONTROL MEASURES AS PHASING OF THE PROJECT
PROGRESSES.
5. CONTRACTOR SHALL SUBMIT A PHASING PLAN TO OWNER BEFORE ANY PARKING IS CLOSED
DOWN.
6. CLEAR, GRUB, AND DEMO THE SITE ACCORDING TO THE APPROVED PHASING PLAN AS NEEDED.
7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN GRASSED.
8. INSTALL UTILITIES.
9. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
10. PERFORM FINE GRADING.
11. INSTALL ASPHALT PAVING AND/OR PERVIOUS STONE AREAS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DETAILS WITHIN
THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
PROJECT INFORMATION
STORMWATER NARRATIVE:
PROJECT WILL BE DEMOLISHING EXISTING PARKING FACILITIES AND
CONSTRUCTING NEW FACILITIES. THERE IS CURRENTLY NO STRUCTURAL
CONTROL MEASURES ON SITE. THE PROPOSED PROJECT WILL INCLUDE AN
ENGINEERING WETLANDS THAT CAN TREAT 0.8-INCH STORM. WHILE THIS
DOES NOT MEET A 1.5-INCH REQUIREMENT, THERE IS NO SCM REQUIRED DUE
TO THE REDUCED IMPERVIOUS AREA. THE SITE IS ALSO PROPOSING A NEW
TIDAL WETLANDS CREEK AND A LIVING SHORELINE FOR ADDITIONAL GREEN
BENEFITS.
STORMWATER CALCULATIONS:
EXISTING IMPERVIOUS .................. 4.67 ACRES
PROPOSED IMPERVIOUS ................ 4.09 ACRES
IMPERVIOUS REDUCTION ................ 0.58 ACRES
(12.4% REDUCTION)
PROJECT:
USS BATTLESHIP NC - LIVING WITH WATER IMPROVEMENTS
1 BATTLESHIP ROAD
WILMINGTON, INC 28401
PARID:
R04700-006-001-000
OWNER:
STATE OF NORTH CAROLINA
SITE ZONING:
B-2 BUSINESS DISTRICT
LAND -USE CODE:
841 - CULTURAL OR NATURAL EXHIBITION
ACRES:
48.88 ACRES
BUILDING EXPANSION:
0-SF
TOTAL DISTURBED AREA:
11.0± ACRES
PARKING CALCULATIONS
USO USE: MUSEUM
REQUIRED: 2.5/1,000-SF
BATTLESHIP TOURING AREA = 55,444-SF*
VISITOR CENTER AREA = 12,732-SF
TOTAL MUSEUM AREA = 68,176-SF
PARKING REQUIRED = 171
PARKING PROVIDED = 306
ADA PARKING REQUIRED/PROVIDED: 8/8
VAN ACCESSIBLE PARKING REQUIRED/PROVIDED: 2/8
*THE BATTLESHIP TOURING AREA IS FROM AN
ENERGY CONSERVATION CERTIFICATE BASING THE
TOURING AREA OF 15 FLOORS OF SHIP.
1. STAGING AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING AREAS SHALL BE
CLEARED OF DEBRIS AND CONTRACTOR INSTALLED AMENITIES AT THE COMPLETION AND
ACCEPTANCE OF WORK IN THE AREA. THE CONTRACTOR SHALL RESTORE THE ACCESS AREAS TO
THEIR ORIGINAL CONDITION AFTER WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES
REPLACEMENT OF FENCING, SIGNS, VEGETATION, WALKWAYS, PARKING FACILITIES, PAVED AREAS
AND OTHER MISCELLANEOUS ITEMS. ALL REPLACEMENT MATERIALS SHALL BE APPROVED BY THE
OWNER BEFORE INSTALLATION.
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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INDEX: 3 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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ABBREVIATIONS:
ABC AGGREGATE BASE COURSE
AC ACREAGE
AEC AREA OF ENVIRONMENTAL CONCERN
APPROX APPROXIMATE
E
AVE AVENUE
CAP CORRUGATED ALUMINUM PIPE
CIR CIRCLE
CJ CONSTRUCTION JOINT
CONC CONCRETE
CL CENTERLINE
DR DRIVE
E EAST OR EASTING
EL/ELEV ELEVATION
EOP EDGE OF PAVEMENT
EXIST. EXISTING
FES FLARED END SECTION
FT FEET
D
INV INVERT
LB POUND
MHW MEAN HIGH WATER
MHHW MEAN HIGHER HIGH WATER
MLW MEAN LOW WATER
MLLW MEAN LOWER LOW WATER
MSL MEAN SEA LEVEL
MTL MEAN TIDE LEVEL
N NORTH OR NORTHING
NAD 83 NORTH AMERICAN DATUM OF 1983
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
NCDEQ NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY
O.C. ON CENTER
C
PL PLACE
PROP PROPOSED
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
S SOUTH
SS STAINLESS STEEL
ST STREET
STA STATION
SY SQUARE YARDS
TOC TOP OF CURB
TYP TYPICAL
USACE UNITED STATES ARMY CORPS OF ENGINEERS
" SECONDS OR INCH
B
MINUTES OR FEET
& AND
O DIAMETER
DEMOLITION LEGEND
x DEMOLISH OBJECT
DEMOLISH UTILITY
VI
1
2
3
DEMOLISH FENCE
DEMOLISH CONCRETE MAT
DEMOLISH STORM DRAIN
DEMOLISH ASPHALT PAVEMENT
DEMOLISH CONCRETE
DEMOLISH TIMBER STRUCTURE
DEMOLISH PAVERS
4
1
2
3
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DRAWING AREA COORDINATE SYSTEM (DACS)
VIEW NUMBER
rB5_
VIEW TITLE
C-101 SCALE: 1 "=50'
C-102,C-103
SHEET NUMBER
VIEW REFERENCED FROM
ADDITIONAL SHEET NUMBERS
VIEW REFERENCED TO
VIEW TITLE
VIEW NUMBER
A3
C-501
SHEET NUMBER
VIEW REFERENCED TO
DETAIL CALLOUT
VIEW NUMBER
C4
C-301
SHEET NUMBER
VIEW REFERENCED TO
SECTION CUT
VIEW NUMBER
rC 4
C-301
SHEET NUMBER
VIEW REFERENCED TO
ELEVATION VIEW
* VIEW NUMBER IS BASED ON THE DACS LOCATION OF THE LOWER -LEFT
EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING
DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS
SHOWN ABOVE OR IN THE FORM; "VIEW NO./SHEET NO." (C1/C-301)
Sheet Reference
Number:
G-101
SHEET DISCIPLINE
DESIGNATOR
MINOR DISCIPLINE
DESIGNATOR (IF USED)
SHEET TYPE
SHEET
SEQUENCE
SHEET NUMBERING
SHEET DISCIPLINE DESIGNATORS
G-
GENERAL
B-
GEOTECHNICAL
CE
EROSION & SEDIMENT CONTROL
CD
CIVIL DEMOLITION
CG
GRADING
CS
CIVIL SITE
CM
STRIPING
S-
STRUCTURAL
LP
LANDSCAPING
E-
ELECTRICAL
5
SHEET TYPES
U - UtzNtKHL
1 - PLANS
2 - ELEVATIONS
3 - SECTIONS
4 - ENLARGED PLANS
5 - DETAILS
6 - SCHEDULES AND DIAGRAMS
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
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PHOTO FREQUENCY PROTOCOL
CAPTURE:
1. ONE SET OF BASE LINE IMAGES TAKEN AT LOW
TIDE.
2. PRE -CONSTRUCTION IMAGES TAKEN AT LEAST
ONCE DURING EXTENSIVE TIDAL/RAIN/STORM E
EVENTS TO DOCUMENT SITE FLOODING.
3. CONSTRUCTION IMAGES TAKEN AT LEAST
BIMONTHLY AND MORE FREQUENTLY DURING
CRITICAL CONSTRUCTION TASKS.
4. POST CONSTRUCTION IMAGES TAKEN
SEASONALLY WITH EXACT FREQUENCY
DEFINED DURING DEVELOPMENT OF THE
ADAPTION AND MONITORING PLAN.
ALL IMAGES WILL BE TAKEN FROM AND KEYED TO
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WILL COMPLETE THE LIVING WITH WATER
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LEGEND
® PHOTOGRAPH LOCATION
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INDEX: 6 OF 89
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PARKING SPACE TABLE
AVAILABLE PARKING
ADA SPACES REQUIRED
ADA SPACES PROVIDED
EXISTING
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TOTAL SPACES
ADA PARKING
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ALTERNATE PARKING SPACE TABLE
AVAILABLE PARKING
ADA SPACES REQUIRED
ADA SPACES PROVIDED
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TOTAL SPACES
ADA PARKING
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ACCESSIBLE
ADA PARKING
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312
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8
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104
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196
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7
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306
306
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MEMORIAL 00
(REFER TO ALTERNATE PARKING TABLE)
PARKING PHASE NOTES
1 THE EXISTING PARKING SPACES IN 3 WESTERN AISLES ARE REGULARLY FLOODED AND ARE NOT
INCLUDED IN THE CALCULATIONS.
2. EXISTING PARKING WAS ESTIMATED BY ASSUMING ONE SPACE PER 10-LF ALONG THE GRAVEL
PAVEMENT.
=-260-LF OF GRAVEL PARKING PER BAY / 1 O-LF PER PARKING SPACE * 2 BAYS = 52 PARKING
SPACES /ASPHALT DRIVE
3. THE "ADA SPACES PROVIDED" COLUMN SHOWS THE PERMANENT ADA SPACES. CONTRACTOR TO
PROVIDE TEMPORARY ADA SPACES TO MEET MINIMUM FEDERAL REQUIREMENTS.
CONTRACTOR TO COORDINATE PHASING
WITH OWNERS BEFORE ANY PARKING IS
CLOSED DOWN.
AT LEAST ONE ENTRANCE SHALL BE
MAINTAINED AT ALL TIMES.
CONTRACTOR SHALL PROVIDE A FINAL
PHASE PLAN TO THE OWNER FOR APPROVAL.
FINAL PHASE PLAN MAY DEVIATE FROM THE
SHOWN PHASE PLAN(S).
CONTRACTOR SHALL MAINTAIN MINIMUM ADA
REQUIRED PARKING THROUGHOUT
CONSTRUCTION. IF CONTRACTOR'S PHASING
DIFFERS FROM THE TWO PROVIDED,
CONTRACTOR SHALL REFER TO THE LATEST
"ADA STANDARDS FOR ACCESSIBILITY
DESIGN" FOR REQUIREMENTS.
CONTRACTOR SHALL MAINTAIN AN ADA
ACCESSIBLE ROUTE THROUGHOUT
CONSTRUCTION.
PHASE C MAY BE CONSTRUCTED AT ANY
POINT DURING THE PROJECT BUT SHALL
OBSERVE A MORATRIUM FROM IN -WATER
AND CONNECTED FLOODPLAIN ACTIVITIES
FROM 4/1-9/30 ANNUALLY.
LEGEND
PHASE A
PHASE B
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60' 01 60' 120'
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INDEX: 9 OF 89
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INDEX: 10 OF 89
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CID SUBMITTAL Reference No.
ISSUED: 2023-03-17 B-601
NOT TO BE USED FOR CONSTRUCTION a
INDEX: 11 OF 89
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-01
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 1.3
COLLAR ELEV.: 3.2 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,531
FASTING: 2,316,528
24 HR. NIA
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPT/DPT-01 / -9 TONS -NON-ANCHORED CONE TYPE: Type 11 Piezo. / 60° 12.33 in2 CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12I17I20 COMP. DATE: 12/17/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(�� (tsf)
151005 0 50100150200250300350
FRICTION
RATIO(%)
0 2 4 6 8
PORE
PRESSURE (tat)
._1 3.
EQUIVALENT
SPT N,ey
.0 7
SOIL BEHAVIOR
NPE (Ol)(1990)
4 •
L
O
G
SUMMARY OF INTERPRETED
SOIL DESCRIPTION
5
O
:
32 LAND SURFACE 0.0
0
�...:..:...:.
r t
..�..:... i... �...�..:...
•.:. •..:....,
:. .,........j....�
•...•
:.... j.... j....:
-
OUT OF RANGE
ISM) -SAND MIXTURES
1.6 4.8
10
ML -SILT MIXTURES
SP-SM -SANDS AND
( )
SAND MIXTURES
-6.4 9.6
-10
20
-7.4 (SM)-SAND MXNRES 70.6
-CLAYS
-17.3 20.5
_1
Boring Terminated at
Elevation -17.3 k
CATLIN NO.: 220161 CITY STATE: WILMINGTON NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR ft
BORING NO.: CPT-05
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.4
COLLAR ELEV: 3.9 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,379
FASTING: 2,316,388
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPT/DPT-01 / -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. / 60° 12.33 in CONE ID: DSG1156
DRILLER: EDDIE OPERATOR: DIE WAIN START DATE: 12/17/20 COMP. DATE: 12/17/20
SWAIN EDDIE S
SURF. WATER DEPTH:
N/A
FRICTION CONE RESISTANCE
FRICTION
P
ORE
EQUIVALENT
IL BEHAVIOR
SO
L
SUMMARY F INTERPRETED
O
ELEV
DEP.
(tsf) (tsf)
RATIO (%)
PRESSURE (left
j
SPT Nis
TYPE (QT) (1990)
O
SOIL DESCRIPTION
(ft)
(k)
1 51,0 0 5 0 50 100150200250300350
0 2 4 6 8
.0 5 7
4
G
5
Q
3.9 LAND SURFACE 0.0
OUT OF RANGE
....:....:....:.....
..... ...:....:.....
..... .............
......................
0.9 3.0
0
5
: : .•
•.
(GRAVELLY SAND
10
:
:
(OH) -CLAYS
OH
-10
15
-15
20
-16.8 20.5
Boring Terminated at
Elevation -16.6 k
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-02
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 1.7
COLLAR ELEV.: 3.5 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,286
FASTING: 2,316,536
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPT/DPT-01 /-9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo.160° 12.33 in' CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12111/20 COMP. DATE: 12/11/20
SURF. WATER DEPTH: N/A
ELEV
tft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(tsf) (ter)
20 40 60 80100120140
FRICTION
RATIO(%)
0 2 4 6 8
PORE
PRESSURE (tsf)
._1 3.
EQUNALENT
SPT Nyyx
.0 7
SOIL BEHAVIOR
TYPE (OT)(1990)
L
O
C,
SUMMARY OFINTERPRETED
SOIL DESCRIPTION
5
0
:
3.5 LAND SURFACE 0.0
0
10
15
20
:...:..:...:.
....:..:...:..
...:... �...:...:..:...:
..:...:..:...:...:..:...:...:
:. :....
:....:...
' ...•........:
- - -
:. :..:.. .:.:.:..:..:.:
OUT OF RANGE
GWSP -GRAVELLY
SAND TO SAND
:•:•:
•
OUT OF RANGE
P) -SANDS
-RAVETO SAND
Whl:)l
-10
-SANDS
-8.4 11.9
-9.4 12.9
MH -SILT MIXTURES
-15
P-cLAYswITH
( T)
ORGANIC SOIL LAYERS
-17.0 20.5
Boring Terminated at
Elevation -17.0 ft
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-05-GEO
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
0 HR. N/A
COLLAR ELEV.: 3.9 ft
TOTAL DEPTH: 12.0 ft
NORTHING: 178,379
FASTING: 2,316,390
24 HR. FIAD
DRILL MACHINE: CATLIN CPT/DPT-01
DRILL METHOD: Direct Push HAMMER TYPE: N/A
DRILLER: T. START DATE:
D CHALMERS 12/28/20
COMP. DATE: 12 2 2 SURFACE WATER DEPTH: N
/ 8/ 0 /A
ELEV
(ft)
5
SAMP.
ELEV.
TOP
ft
()
SAMP.
DEPTH
TOP
Tt
()
>
� o
w
p�
v
�-
�
d7
U
U �
g7
a
y
�
x
w
Fo
�z
ga
PERCENT
PASSING
SIEVES
10 40 200
�
U F-
j_ z
Uw
OZ
� O
z I-
�w
�Z
O O
�
❑ �
wrn
w0
�
SAMP.
NO. &
USCS
L
O
G
SOIL AND ROCK DESCRIPTION
LAND SURFACE
0
_
SURFICIAL ORGANIC LADEN SOIL
ARTIFICIAL FILL
(SP) -LIGHT BROWN, F. SAND
-0.1 8.0
NO RETURN - LITHOLOGYINFERRED
-5.6 9.5
- FROM SISTER BORING
NP
NP
NP
100
70
4
5-05
SP
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-03
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 3.7
COLLAR ELEV.: 4.0 ft
TOTAL DEPTH: 20.3 ft
NORTHING: 178,493
FASTING: 2,316,236
24 HR. M
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 /-9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. I60° 12.33 in' CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12/29/20 COMP. DATE: 12/29/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(tsf) (tst)
0 6 0 4 0 2 0 10 20 30 40 50 60 70
FRICTION
RATIO (%)
0 2 4 6 8•
PORE
PRESSURE (tsf)
_i 3.
EQUIVALENT
SPT N�
.0 0 7
SOIL BEHAVIOR
TYPE (On (1990)
L
O
G
SUMMARY OF
SOIL DESCRIPTION
5
0
4.0 LAND SURFACE 0.0
0
5
;......; .. '...
.....:.. �...:.. ... ...:
�
OUT OF RANGE
(sP) -SANDS
-1.0 5.0
-5
10
I �
I I �
I .
I
I
I
I �
I '
I
I
I :
I
I
I
I
I �
I :
I
I
LAYERS OF SILT
MIXTURES
-10
15
20
Bo
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-06
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 4.3
COLLAR ELEV: 2.4 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,194
FASTING: 2,316,174
24 HR. M
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 /-9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. 160° / 2.33 in CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. WAIN START DATE: 12/29/20 COMP. DATE: 12/29/20
S
SURF. WATER DEPTH:
N/A
FRICTION CONE RESISTANCE
FRICTION
PORE
EQUIVALENT
SOIL BEHAVIOR
L
SUMMARY OF INTERPRETED
ELEV
DEP.
(left (left
RAT]
PRESSURE (isf)
SPTN�
TYPE(OT)(1990)
O
SOIL DESCRIPTION
(R)
(ft)
p 20 40 60 80 100120140
0 2 4 6 8
._7 3.
.0 0 7
G
5
0
2.4 LAND SURFACE 0.0
GW -GRAVELLY SAND,
5
- -
"'"""''":.
0
OUT OF RANGE AND
-0.5 VERY STIFF CLAYEY 2.9
SAND
(CL)-CLAYS
SCSM -SANDS SAND
a.7 (MIXTURES, AND CLAY 7.1
SILT MIXTU D
_5
.... � � ...:
:....: .:.... �....:
... �.... �....;....:
10
LAYERS
P - CLAYS WITH THIN
LAYERS OF SILT
MIXTURES AND
ORGANIC SOILS
20
Boring Terminated at
Elevation -18.1 ft
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-04
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.6
COLLAR ELEV.: 3.9 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,256
FASTING: 2,316,252
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 I -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. / 60° / 2.33 in2 CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP. DATE: 12/17/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(tsf) (tsf)
151005 20 40 60 60100120140
FRICTION
RATIO (%)
0 2 4 6 8
PORE
PRESSURE (tsf)
•_1 g.
EQUIVALENT
SPT N.
•p 7
SOIL BEHAVIOR
TYPE (OT) (1990)
L
O
G
SUMMARY OF
SOIL DESCRIPTION
5
0
3.9 LAND SURFACE 0.0
0
5
:. .:....:....:....:
:... ...:....:....:
:........:....:....:
:. .:...
:. .:....:....:....:
:.....
_
•^••••��-��--=-
..:..:..:.:.
• • •
(SC) -OUT OF RANGE
AND V. STIFF CLAYEY
SAND
-as SP GRAVELLYS D as
( )
TO SANDS
-2.6 (MH) • SILT MIXTUR S 6.5
- AND CLAYS
10
�
....:...:...:..
..:...:...:...:...:....
.:
:....:...:....
....: .....
SP OUT OF RANGE
( )
AND SANDS
SM-MH - CLAYS WITH
,...�-.�...+
SAND MIXTURE LAYER
0
1 5
PT - OUT OF RANGE
CLAYS, AND ORGANIC
SOILS
-15
20
-16.6 20.5
Boring Terminated at
Elevation -16.6 R
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-07
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.3
COLLAR ELEV: 1.7 ft
TOTAL DEPTH: 20.3 ft
NORTHING: 178,170
FASTING: 2,315,996
24 HR. M
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 / -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. / 60° 12.33 in2 CONE ID: DIP
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12/29/20 COMP. DATE: 12/29/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(R)
FRICTION CONE RESISTANCE
(left (left
151005 50100150200250300350
FRICTION
RATIO(%)
0 2 4 6 8
PORE
PRESSURE(tsf)
•_1 g•
EQUIVALENT
SPT N�
•0 7
SOIL BEHAVIOR
TYPE(OT)(1990)
L
p
G
SUMMARY OF INTERPRETED
SOIL DESCRIPTION
5
0
1.7 LAND SURFACE 0.0
0
:...; ..:...:..
...:..:...:...:...:..:...:...�
•--;....j....:....:
�....;....:..
�....:... ' ..�
:........ f••••t•-..;
;....:..:....:....;
�...
..:....:....:....
'
�....:....:...
'��� �'��"'����"
..........
o.e GW -GRAVELLY SAND t.1
A VERY STIFF FINE
-1.5 GRAINED 3.2
-2.a OUT OF RANGE AND a.5
GRAVELLY SAND
10
'
GW -GRAVELLY SAND
-10
-8.3 8.0
SP -SANDS ANDS D
MIXTURES
(PT) - CLAYS WITH
INTERBEDDED ORGANIC
EDDED OR
SOILS
18.6 20 3
20
Boring Terminated at
Elevation -18.6 ft
LL
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cn
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1 1 2 1 3 4 1 5 1 6
' MEN
No 0
CONE PENETRATION TEST �CATLIN� ',,"n PROJECT REFERENCE SHEET CONE PENETRATION TEST DIRECT PUSH TECHNOLOGY CATLIN, PROJECT REFERENCE SHEET �, �,_ �� EM
220,6, 220161 5 220,6i 220161 6 BATTLESHIPiiiii- ���
SOUNDING REPORT SOUNDING REPORT BORING REPORT NORTH CAAOLlNA CAR O L I N A
DEPARTMENT &
NATURAL&
CULTURAL
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PAGE E
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CID SUBMITTAL Reference No. A
ISSUED:2023-03-17 B-602
NOT TO BE USED FOR CONSTRUCTION a
INDEX: 12 OF 89
1 2 3 4 5 6
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-08
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 3.3
COLLAR ELEV.: 2.3 ft
TOTAL DEPTH: 36.5 ft
NORTHING: 178,382
FASTING: 2,315,958
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPT/DPT-01 /-9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo.160° 12.33 inZ CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12129/20 COMP. DATE: 12/29/20
SURF. WATER DEPTH: N/A
ELEV
(0)
DEP.
(ft)
FRICTION CONE RESISTANCE
(� (tsf)
0 50100150200250300350
FRICTION
RATIO
0 2 4 6 8
PORE
PRESSURE (tsf)
_1 3.
EQUIVALENT
SPT N,ey
.0 7
SOIL BEHAVIOR
TYPE (OT)(1990)
4 •
L
O
G
SUMMARY OF INTERPRETED
SOIL DESCRIPTION
5
0
�
2.3 LAND SURFACE 0.0
:....
:........:....:....
(SP)- SANDS
o z z.t
OUT OF RANGE AND
5
L'---****
GRAVELLY SAND
(SP) -GRAVELLY SAND
AND SANDS
,,,,
s.t (CL-MT-CLAYS AND
SIL MIXTURES
10
S
(SP) -SANDS
(PT) CLAYS, ORGANIC
SOILS, AND OUT OF
RANGE
-15
;�
2 0
(OH) OUT OF RAN
AND CLAYS
zt.t z3.a
:..:...:...:
:....:...
....:....:
....:........
25
..:....:....:....:....:.:....:....:
: :....:.....
..:..:..... ..:.:
SANDS AND
(SP-SMD- SA
SAN MIXTURES
AYS
...:...:...:. ....:..:...:...:...:..:...
........ ...........
.. ...............
( ) SANDS SP
30
.:
:...:....:........
•
-29.1 37.4
� 9 (SM) -SAND MUCTURES � 2
It",
gP.4 (OH) CLAYS, ORGANIC 34.7
SOILS AND OUT
....:....:....
RANGE
(SM)-SAND MIXTURES
(SP)-SANDS
Boring Terminated WITH
CPT REFUSAL at
Elevation -34.2 ft
CATLIN NO.: 220161 CITY STATE: WILMINGTON N COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON C
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR ft
BORING NO.: CPT-10
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 4.1
COLLAR ELEV: 2.1 ft
TOTAL DEPTH: 20.4 ft
NORTHING: 178,559
FASTING: 2,316,094
24 HR. M
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 / -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo.160° 12.33 inZ CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12/29/20 COMP. DATE: 12/29/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(tsQ (tsf)
p 20 40 60 80 100120140
FRICTION
RATIO (%)
0 2 4 6 8
PORE
PRESSURE (tsf)
_1 3.
EQUIVALENT
SPT Neox
.0 0 7
SOIL BEHAVIOR
TYPE (OT) (1990)
•
L
O
G
SUMMARY OF INTERPRETED
SOIL DESCRIPTION
5
Q
�
2.1 LAND SURFACE 0.0
0
5
;...:..:...'
'..:......:..:...:...i
;
: :
:.... j.... j....i
:• •�••••
�....i
I
(SC) -VERY STIFF SAND
-05 1.6
-5
':
OUT OF RANGE AND
-7.4 3.6
GRAVELLY SAND
GW-SP -GRAVELLY
SAND AND SANDS
10
(SP) - SANDS W ITH SAND
MIXTURE LAYERS
-10
-7.2 CL-ML -CLAYS SAND 9.3
XTURES, AND S
MIX RE TU S
15
20
-15
OH - CLAYS W ITH
LAYERS OF ORGANIC
OILS AND SAN
MIXNRES
-74.4 16.5
.:.:..:..;.
CL -VERY STIFF FINE
-76.4 GRAINED i8.5
ML -SILT MIXTURES
(OH) -CLAYS AND
ORGANIC SOILS
onng ermine e a
Elevation -18.3 ft
CATLIN NO.: 220161 CITY STATE: WILMINGTON NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR ft
BORING NO.: CPT-11
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.3
COLLAR ELEV.: 2.1 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,511
FASTING: 2,315,897
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 I -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. 160° 12.33 inZ CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP. DATE: 12/17/20
SURF. WATER DEPTH: N/A
FRICTION CONE RESISTANCE
FRICTION
PORE
EOUNALENT
SOIL BEHAVIOR
L
SUMMARY OF INTERPRETED
ELEV
DEP.
(tsQ
(80
(%
PRESSURE (tsf)
SPT Nsox
TYPE (OT) (1990)
p
SOIL DESCRIPTION
(ft)
(ft)
1 5 1 0 0 5 20 40 60 100120140
0 2RATI0
6 8
.-1 3.
.0 5 0 7
G
5
Q
�
2.1 LAND SURFACE 0.0
SC -VERY STIFF
c)
Q
i...:..:...' .....:..:
..:......:...;
�
�
CLAYEY SAND
-GRAVELLY SAND SP
t )
I
)
:.....:...:........:..'
..:...:...:..:...i
i ...:....:...
I
•
-s.a zs
SANDS SP -
t )
10
-10
-m.o tz.1
-11.7 13.2
SM -SAND MIXTURES
(oL) -CLAYS
15
:....i
.;.:..:..;.
I I
I I
-15
....:....'
:....:.. '....:....;
i .:....:....:....:
:.'
I I
-14.9 17.0
-tss tao
OH -CLAYS AND
ORGANIC SOILS
20
ta.a (CL)-CLAYS zo.s
Boring Terminated at
Elevation -18.4 ft
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-09
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 4.3
COLLAR ELEV.: 3.0 ft
TOTAL DEPTH: 34.6 ft
NORTHING: 178,402
FASTING: 2,316,097
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 / -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. / 60° 12.33 inZ CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12/29/20 COMP. DATE: 12/29/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(�� (tsf)
p 50100150200250300350
FRICTION
RATIO (%)
0 2 4 6 8
PORE
PRESSURE (tsf)
_i 3.
EOUNALENT
SPT Nix
.0 5 50 7
SOIL BEHAVIOR
TYPE (OT) (1990)
•
L
O
G
SUMMARY OFINTERPRETED
SOIL DESCRIPTION
5
0
�
3.0 LAND SURFACE 0.0
0
:...:...:... ..
[ f f
:...:...:...:...
� � �
:...:...:...:...
...........:...;
7 7 7 7 f
r_.........
...:...:...:......
.....,
� � :
...:...:...:...:...
:...:....:....:....:
:....:. •....:....
:....
.......:....:....
........:....:
...............
..:........
:......•:•:SSAND
- -
:.:..... .:.:..:. .:. �
(SP-SM) -GRAVELLY
0.9 SAND, SANDS, AND OUT 2.t
OF RANGE
'
-1zANDVELLaz
GRAY_5f
10
CL ML CLAYS AND
t )
SILT MIXTURES
8.7
10
-:
-
(SP) - SANDS
(OH) CLAYS AND SILT
MIXTURES WITH THIN
LAYERS OF SAND AND
OUT OF RANGE
(28.5% ORG)
15
20
-15
t )
RAINEDIF SC-CL V
(ML) I SILT MIXTURES
AND SAN­1 IXTURES
(PT) - CLAYS WITH
RS OF ORGANIC
-t8.6 SOILS 2t6
(SPSM) -SAND
IXTURES AND SAND
-25
30
•
(SP) -SANDS
-28.9 31.9
(SM) SAND MIXTURES
(GW)-GRAVELLY SAND
Boring Terminated WITH
CPT REFUSAL at
Elevation -31.6 ft
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-12
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 3.2
COLLAR ELEV: 3.5 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,394
FASTING: 2,315,745
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 / -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo.160° 12.33 inZ CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/17/20 COMP. DATE: 12/17/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(tat) (tsf)
p 50100150200250300350
FRICTION
RATIO (%)
0 2 4 6 8
PORE
PRESSURE (tsf)
._i 3.
EQUIVALENT
SPT N��
.0 0 7
SOIL BEHAVIOR
TYPE (OT) (1990)
•
L
O
G
SUMMARY OF INTERPRETED
SOIL DESCRIPTION
5
0
3.5 LAND SURFACE 0.0
Q
5
10
...:I
:...:...:...:...
..:.. :...:...:
...:..�.........
...:...:...:...:...:...:...:...:
:... .
.............
.:....:....:....:
.
:••••:••••:
OUT OF RANGE
:.........:.:.:..:..:..:...
:•:.:..:..:.
-VERY STIFF
0.0 3.5 (SC)
CLAYEY SAND
_5
�
(SP) - 7
-2.2 SANDS 5
OH -SILT MIXTURES
SP -GRAVELLY SAND
ss s.1
I %
OL-OH -SILT MIXTURES
az m.7
(OH) -CLAYS
-n.o zos
20
Bodng Terminated at
Elevation -17.0 ft
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-09-GEO
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
0 HR. N/A
COLLAR ELEV.: 3.0 ft
TOTAL DEPTH: 20.0 ft
NORTHING: 178,402
FASTING: 2,316,098
24 HR. HAD
DRILL MACHINE: CATLIN CPT/DPT-01
DRILL METHOD: Direct Push HAMMER TYPE: N/A
DRILLER: D.T. CHALMERS START DATE: 12/28/20
COMP. DATE: 12/28/20 SURFACE WATER DEPTH: N/A
ELEV
ft
()
5
SAMP.
ELEV.
TOP
(h)
SAMP.
DEPTH
TOP
(ft)
}
� O
w
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gg
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SIEVES
10 40 200
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� O
�
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a z
��
z
U O
w
�
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J�
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SAMP.
NO. &
USCS
L
O
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SOIL AND ROCK DESCRIPTION
3.0 LAND SURFACE 0.0
NP
NP
rNP
-,.0
-4.0 7,0
5
100
82
12
S01
SP-SM
_
NA
NA
NA
83
74
66
-
28.5
S02
' '
I I
I I
I I
I I
ALLUVIAL
(OL) -DARK BROWN, ORGANIC SILT,
WITH WOOD FRAGMENTS
-10
NA
NA
NA
NA
NA
-
45.5
S
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-13
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.1
COLLAR ELEV.: 2.7 ft
TOTAL DEPTH: 20.6 ft
NORTHING: 178,514
FASTING: 2,315,589
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 I -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo. 160° 12.33 inZ CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12/30/20 COMP. DATE: 12/30/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(tat) 20 40 60 (80 100120140
151005
FRICTION
0 2RATI0 (% 6 8
PORE
PRESSURE (ts0
.-1 3.
EQUIVALENT
SPT F�oZ
.0 5 0 7
SOIL BEHAVIOR
TYPE (OT) (1990)
L
p
G
SUMMARY OF INTERPRETED
SOIL DESCRIPTION
5
0
2.7 LAND SURFACE 0.0
0
5
10
15
20
:"""""' "
.... .....
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L__
.......:....:.....
.........
...... . .............
..
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:. '.......t. t. r..�..�_::
SC -VERY STIFF SAND
SM -SAND MIXTURES
-0.3 3.0
AND SANDS
_5
OH - CLAYS W ITH
ORGANIC SOIL LAYER
(SP) -SANDS AND
Y D
GRAVELLY SANDS
-10
(OH) - CLAYS
-ns zos
-15
Boring Terminated at
Elevation -17.9 ft
LL
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1 2 3 4 5 6
■■■
ON ■
CATLIN PROJECT REFERENCE SHEET�`�" CATLIN ;' " PROJECT REFERENCE SHEET ,�_ M� No
CONE PENETRATION TEST DIRECT PUSH TECHNOLOGY a°�° CONE PENETRATION TEST,,oa,� �,6 M M`o
SOUNDING REPORT BORING REPORT 161 °�--a'°�=-°a 220161 9 SOUNDING REPORT 22°'6' 220161 10 BATTLESHIP
N O R T H
NORTH CAROLINA CAROLINA
DEPARTMENTOF
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CONE PENETRATION TEST DIRECT PUSH TECHNOLOGY Z
SOUNDING REPORT 2�167 -.-�°m °w °°••• �a 220161 11 SOUNDING REPORT BORING REPORT 220167 220161 12 co
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Sheet h
CID SUBMITTAL Reference No.
ISSUED: 2023-03-17
B-603
NOT TO BE USED FOR CONSTRUCTION a
INDEX: 13 OF 89
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-14
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 3.7
COLLAR ELEV.: 4.4 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,352
FASTING: 2,315,654
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPT/DPT-01 /'-9 TONS -NQN-ANCHORED CONE TYPE: Type II Piezo. 160° 12.33 in2 CONE ID: DSG7156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12117/20 COMP. DATE: 12/17/20
SURF. WATER DEPTH: N/A
FRICTION CONE RESISTANCE
FRICTION
PORE
EQUIVALENT
SOIL BEHAVIOR
L
SUMMARY OF
ELEV
DEP.
(� (tsf)
RAT.
PRESSURE (lsf)
SPTN�
TYPE (QT)(1990)
O
SOIL DESCRIPTION
(ft)
(ft)
151005 0 50100150200250300350
0 2 4 6 8
._1 3.
.0 5 7
4
G
5
0
4.4 LAND SURFACE 0.0
2aOF RANGE 16
j....:
:... ....:....i....:
:.:......,.;.:....:..:.
AND GRAVELLY SAND
SP-SM -SANDS
0.7 3.7 ( )
0
5
�
•
SAND MIXTURES
0.9 5.3
:......:. ..
..i..:... :...:...:.. {... i...:
....i
- SILT MH CLAYS AND
-3.7 MIXTURES zs
(SP) -SANDS
_5
10
:...:.. ..... ....:..
<......;...:...>..;...:
...
-10.9 75.3
OH -CLAYS
20
-15.4 19.8
(PT) -CLAYS AND
ORGANIC SOILS
Boring Terminated at
Elevation -16.1 ft
CATLIN NO.: 220161 CITY STATE: WILMINGTON NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR ft
BORING NO.: CPT-17
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.1
COLLAR ELEV: 3.5 ft
TOTAL DEPTH: 6.6 ft
NORTHING: 178,287
FASTING: 2,316,745
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 /-9 TONS -NQN-ANCHORED CONE TYPE: Type II Piezo. I60° 12.33 ire CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/11/20 COMP. DATE: 12/11/20
SURF. WATER DEPTH: N/A
FRICTION CONE RESISTANCE
FRICTION
PORE
EQUIVALENT
SOIL BEHAVIOR
L
SUMMARY OF INTERPRETED
ELEV
DEP.
(�� (tsf)
RATIO(%)
PRESSURE (tsf)
SPT N
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-I4-GEO
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
0 HR. N/A
COLLAR ELEV.: 4.4 ft
TOTAL DEPTH: 8.0 ft
NORTHING: 178,352
FASTING: 2,315,655
24 HR. FAD
DRILL MACHINE: CATLIN CPT/DPT-01
DRILL METHOD: Direct Push HAMMER TYPE: N/A
DRILLER: D.T. CHALMERS START DATE: 12/28/20
COMP. DATE: 12/28/20 SURFACE WATER DEPTH: N/A
ELEV
ft
()
SAMP.
ELEV.
TOP
()
SAMP.
DEPTH
TOP
()
r
� o
w
O�
❑ I-
�-
�
U
�
�
x
Hp
PERCENT
PASSING
SIEVES
w o
❑ �
�w
o
� �-
z �
a z
�w
w
�
o ❑
��
w�
SAMP.
NO. &
USCS
L
O
G
SOIL AND ROCK DESCRIPTION
CATLIN NO.: 220161 CITY STATE: WILMINGTON NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR ft
BORING NO.: CPT-17A
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.3
COLLAR ELEV.: 3.5 ft
TOTAL DEPTH: 11.5 ft
NORTHING: 178,294
FASTING: 2,316,738
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 / -9 TONS -NQN-ANCHORED CONE TYPE: Type II Piezo. 160° / 2.33 in2 CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/11/20 COMP. DATE: 12/11/20
SURF. WATER DEPTH: N/A
ELEV
(
DEP.
FRICTION CONE RESISTANCE
FRICTION
PORE
EQUIVALENT
SOIL BEHAVIOR
L
SUMMARY OF INTERPRETED
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-15
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 4.1
24 HR. N/A
COLLAR ELEV.: 3.5 ft
TOTAL DEPTH: 20.6 ft
NORTHING: 178,231
FASTING: 2,315,581
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 I-9 TONS -NQN-ANCHORED CONE TYPE: Type II Piezo.160° 12.33 in2 CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12/30/20 COMP. DATE: 12/30/20
SURF. WATER DEPTH: N/A
ELEV
(ft)
DEP.
(ft)
FRICTION CONE RESISTANCE
(ts0 50100150200250300350
1 5 1 0 0 5 0
FRICTION
0 2RATI0 (%6 S
PORE
PRESSURE (tsf)
.-1 3.
EQUIVALENT
SPT Nix
.0 7
SOIL BEHAVIOR
TYPE (QT)(1990)
L
O
G
SUMMARY OF
SOIL DESCRIPTION
5
Q
3.5 LAND SURFACE 0.0
0
:...:...:..:. .
.. ...:...:...:...:...:..:...:
... ..........................
_
.:....:....:
:.
.. ... .:::•:
� g OUT OF RANGE � 6
o :•
GW-SP -GRAN
t )
-0.2 3.7
SANDS
5
SP -SANDS
10
(SM) SAND MIXTURES
3.6 7.7
(CL) CLAYS
S.a 8.9
-10
(SP) - SANDS
-zs n.o
15
(PT) - CLAYS WITH
LAYERS OF ORGANIC
SOILS
-77.7 20.8
15
20
Boring Terminated at
Elevation -17.1 ft
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-18
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 2.8
COLLAR ELEV: 3.3 ft
TOTAL DEPTH: 11.0 ft
NORTHING: 178,409
FASTING: 2,316,671
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 I-9 TONS -NQN-ANCHORED CONE TYPE: Type II Piezo. I60° 12.33 in2 CONE ID: DSG1156
DRILLER: EDDIE SWAIN OPERATOR: EDDIE SWAIN START DATE: 12/11/20 COMP. DATE: 12/11/20
SURF. WATER DEPTH: N/A
FRICTION CONE RESISTANCE
FRICTION
PORE
EQUIVALENT
SOIL BEHAVIOR
L
SUMMARY OF INTERPRETED
ELEV
DEP.
(�� (tsf)
RATIO (%)
PRESSURE (tsf)
SPT N�.�
TYPE (QT7 (1990)
p
SOIL DESCRIPTION
(ft)
(ft)
p 50100150200250300350
0 2 4 6 8
_1 3.
.0 0 7
G
5
0
3.3 LAND SURFACE 0.0
OUT OF RANGE
0
.....:.....
...: .....:...:...:...:...:...:
:...:....:....:....:
�.....
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA -LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-16
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 3.2
COLLAR ELEV.: 3.5 ft
TOTAL DEPTH: 20.6 ft
NORTHING: 178,231
FASTING: 2,315,737
24 HR. N/A
CPT RIGIMAX. DOWN PRESSURE: CATLIN CPTIDPT-01 I -9 TONS -NQN-ANCHORED CONE TYPE: Type II Piezo. / 60° / 2.33 inZ CONE ID: DPG1563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12/17/20 COMP. DATE: 12/17/20
SURF. WATER DEPTH: N/A
ELEV
(R)
DEP.
(ft)
FRICTION CONE RESISTANCE
(ts0 501001502 0250300350
FRICTION
0 2RATI0 (%6 S
PORE
PRESSURE (tsf)
.-1 3.
EQUIVALENT
SPT N�
.0 0 7
SOIL BEHAVIOR
TYPE
L
O
G
SUMMARY OF
SOIL DESCRIPTION
5
Q
3.5 LAND SURFACE 0.0
0
.
.:....:....:.....
:... ..:....:....:
:.. :....:....:.....
..:.... .................
7 g OUT OF RANGE � 6
•:
SP - SANDS
CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: L.PUGH
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA- LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-18-GEO
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
0 HR. N/A
COLLAR ELEV.: 3.3 ft
TOTAL DEPTH: 2.0 ft
NORTHING: 178,409
FASTING: 2,316,672
24 HR. FAD
DRILL MACHINE: CATLIN CPT/DPT-01
DRILL METHOD: Direct Push HAMMER TYPE: N/A
DRILLER: D.T. CHALMERS START DATE: 12128/20
COMP. DATE: 12/28/20 SURFACE WATER DEPTH: N/A
ELEV
ft
()
SAMP.
ELEV.
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CONE PENETRATION TEST CATLIN ` ° , e PROJECT REFERENCE SHEET
■■ ■■
SOUNDING REPORT 220161220161 13
BATTLESHIP ■ ■"■
N O R T H
NORTH CAROLINA CAROLINA
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CATLIN NO.: 220161 CITY, STATE: WILMINGTON, NC COUNTY: NEW HANOVER LOGGED BY: S. V. HUDSON
SITE DESCRIPTION: USS BATTLESHIP NORTH CAROLINA-LIVING WITH WATER
GROUND WTR (ft)
BORING NO.: CPT-19
STATION: N/A
OFFSET: N/A
ALIGNMENT: N/A
EST. 0 HR. 3.4
COLLAR ELEV.: 3.5 ft
TOTAL DEPTH: 20.5 ft
NORTHING: 178,541
FASTING: 2,316,689
24 HR. N/A
CPT RIG/MAX. DOWN PRESSURE: CATLIN CPT/DPT-01 / -9 TONS -NON-ANCHORED CONE TYPE: Type II Piezo.160° 12.33 in2 CONE ID: DPG7563
DRILLER: D.T. CHALMERS OPERATOR: K. SWAIN START DATE: 12129/20 COMP. DATE: 12/29/20
SURF. WATER DEPTH: N/A
FRICTION CONE RESISTANCE
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1. QUANTITIES SHOWN ARE FOR THIS SHEET ONLY
2. QUANTITIES ARE APPROXIMATE. CONTRACTOR
TO FIELD VERIFY SURFACE QUANTITIES FOR BID
PURPOSES. CONTRACTOR SHALL NOTIFY
OWNER OF ANY SUBSURFACE DISCREPANCIES
PRIOR TO REMOVAL.
3. LIVING SHORELINE DEMOLITION SHALL BEGIN
IMMEDIATELY BEFORE THE SHORELINE GRADING
BEGINS. DEMOLISH RIPRAP WITHIN LIVING
SHORELINE FOOTPRINT. LEAVE RIPRAP IN PLACE
BELOW PROPOSED VEGETATED SHORELINE.
4. CONTRACTOR SHALL COORDINATE WITH OWNER
OR OWNER'S REPRESENTATIVE THE
RELOCATION OF ALL SALVAGED ARTILLERY
FENCING TO THE WEST OF EXISTING GRAVEL
AREA.
DEMOLITION KEY NOTES
O1 DEMOLISH ASPHALT PAVEMENT, 508 SY
O DEMOLISH RIP RAP (2' DEEP), SEE NOTE 3,84 CY
O6 DEMOLISH CONCRETE BLOCKS, 243 LF
O DEMOLISH CONCRETE WALL, 205 LF
O8 DEMOLISH CHAIN LINK FENCE, 238 LF
11 REMOVE OR CUT OFF TIMBER PILE
(2-FT BELOW GRADE), 33 EA
12 REMOVE & SALVAGE FLAG POLE, 1 EA
15
DEMOLISH 4" PVC PIPE, 324 LF
DEMOLISH GRAVEL, 18,822 SF
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ELECTRIC BOX
ELECTRIC PANEL
ELECTRIC MANHOLE
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UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC MARKER
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LIGHT POLE
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STORM DRAIN MANHOLE
GRATED INLET
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4
NOTES
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1. QUANTITIES SHOWN ARE FOR THIS SHEET ONLY.
_ 0i�00
QFH FIRE HYDRANT
BATTLESHIP 0 ONE
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2. QUANTITIES ARE APPROXIMATE. CONTRACTOR
CAROLINA
DEPART MENT OF
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NATURAL&
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O1
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O2
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I
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DEMOLISH PAVERS, 7.5 SY
O4
DEMOLISH DECK/RAMP TIMBER & POSTS, 66 SY
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1 12 3
4
1
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ELECTRIC BOX
ELECTRIC PANEL
ELECTRIC MANHOLE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC MARKER
POWER POLE
LIGHT POLE
COMMUNICATION MANHOLE
UNDERGROUND COMMUNICATION
TELEPHONE PEDESTAL
CABLE TV MARKER
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
GRATED INLET
FIRE DEPARTMENT CONNECTION
FIRE HYDRANT
FLAG POLE
BOLLARD
TRASH CAN
MAILBOX
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WOOD POST & CHAIN FENCE
5
I rmw!lms
1. QUANTITIES SHOWN ARE FOR THIS SHEET
ONLY.
2. QUANTITIES ARE APPROXIMATE. CONTRACTOR
TO FIELD VERIFY SURFACE QUANTITIES FOR
BID PURPOSES. CONTRACTOR SHALL NOTIFY
OWNER OF ANY SUBSURFACE DISCREPANCIES E
PRIOR TO REMOVAL.
3. LIVING SHORELINE DEMOLITION SHALL BEGIN
IMMEDIATELY BEFORE THE SHORELINE
GRADING BEGINS. DEMOLISH RIPRAP WITHIN
LIVING SHORELINE FOOTPRINT. LEAVE RIPRAP
IN PLACE BELOW PROPOSED VEGETATED
SHORELINE.
4. EXISTING STORM SYSTEM FROM G11 TO
OUTFALL 6 MAY BE ASBESTOS CEMENT PIPE.
PIPE FROM EXISTING SDMH 5 TO OUTFALL 6
SHALL BE REMOVED AND DISPOSED OF
ACCORDING TO STATE AND FEDERAL
REGULATIONS. PIPES FROM G11 TO SDMH 5
SHALL BE ABANDONED IN PLACE AND FILLED
WITH FLOWABLE FILL. ALL STRUCTURES IN
SYSTEM SHALL BE REMOVED AND SHALL BE
BID AS ASBESTOS FREE.
DEMOLITION KEY NOTES
O1 DEMOLISH ASPHALT PAVEMENT, 1,636 SY
O2 DEMOLISH CONC, 216 SY
O5 DEMOLISH RIPRAP (2' DEEP), 78 CY
10 REMOVE & SALVAGE POST
& CHAIN FENCE, 421 LF
13 REMOVE & SALVAGE FIRE HYDRANT, 1 EA
14 DEMOLISH LIGHT POLE, 4 EA
16 DEMOLISH STORM DRAIN 18" 0, SEE NOTE 4,52 LF
17 DEMOLISH DROP INLET, 1 EA
19 DEMOLISH BOLLARD, 1 EA
20 DEMOLISH TRASH CAN POST, 1 EA
22 REMOVE & SALVAGE SIGN, 1 EA
23 REMOVE LIVE OAK, 5 EA
KEY PLAN
20' 0' 20' 40'
SCALE: 1 "=20'
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
BATTLESHIP 1 0 M-M
NORTH CAROLINA CAROLINA
DEPART M ENTOF
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INDEX: 17 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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MATCH LINE - SEE SHEET CD101
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INDEX: 20 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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CS101
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INDEX: 21 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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BATTLESHIP NORTH CAROLINA
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WETLAND PLANTS
HIGH MARSH TIDAL
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UPLAND TRANSITION PLANTS
GROUNDCOVER MIX
TIDAL CREEK
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OVERHEAD ELECTRIC
UNDERGROUND COMMUNICATION
MAJOR TOPOGRAPHIC CONTOUR
MINOR TOPOGRAPHIC CONTOUR
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INDEX: 22 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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BATTLESHIP NORTH CAROLINA
I
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NOTES
1. CONTRACTOR SHALL PROVIDE A SMOOTH FINISH
TO THE SOUTH FACE OF CURB ON NORTHERN
SIDE OF ADA RAMPS.
I
1 2. FOR ELECTRICAL PLANS, SEE E-101 THRU E-106.
I
j 3. TREES AND PLANTS NOT SHOWN FOR CLARITY.
FOR LANDSCAPE PLANS, SEE LP101 THRU LP106.
4. FOR CIVIL GRADING PLANS, SEE CG101 THRU
CG 106.
I
5. FIRE LINE WAS NOT FIELD LOCATED DURING
SURVEY. DEPICTED LOCATION IS AN
APPROXIMATION PROVIDED BY THE OWNERS.
CONTRACTOR TO FIELD LOCATE AND PROTECT
EXISTING FIRE LINE FOR CONSTRUCTION.
I
6. FOR CONTROL POINT TABLE, SEE CS601.
I
7. FOR PAVING TYPES AND LIMITS, SEE CS504.
8. FOR PAVEMENT PARKING PLAN, SEE CM101.
I
1 9. NO STRIPING REQUIRED ON GRAVEL PARKING
SPACES (SHOWN FOR ILLUSTRATION ONLY), SEE
B5/CM501.
I
10. FIRE HYDRANT LEGS SHALL BE DUCTILE IRON AND
MATCHING DIAMETER SIZE RELATIVE TO HYDRANT
BEING RELOCATED.
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INDEX: 23 OF 89
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FOR LANDSCAPE PLANS, SEE LP101 THRU
LP106.
3. FOR CIVIL GRADING PLANS, SEE CG101 THRU
CG 106.
LEGEND
• CONCRETE
ASPHALT
GRAVEL
LOW MARSH TIDAL
WETLAND PLANTS
HIGH MARSH TIDAL
WETLAND PLANTS
UPLAND TRANSITION PLANTS
GROUNDCOVER MIX
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Reference No.
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INDEX: 24 OF 89
L
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TREES AND PLANTS NOT SHOWN FOR CLARITY.
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FOR LANDSCAPE PLANS, SEE LP101 THRU LP106.
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CONTRACTOR TO FIELD LOCATE AND PROTECT
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CG 106.
4. FOR CONTROL POINT TABLE, SEE CS601.
5. FOR PAVING TYPES AND LIMITS, SEE CS504.
6. FOR PAVEMENT PARKING PLAN, CM101.
LEGEND
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5. FOR PAVING TYPES AND LIMITS, SEE CS504.
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d
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CS105
INDEX: 28 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
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INDEX: 28 OF 89
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CS105
INDEX: 28 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
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Reference No.
CS105
INDEX: 28 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
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29483 -
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Reference No.
CS105
INDEX: 28 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
-�--�--� CP-231 CP-232 �--�--�--�--�- CP-239�--�- CP-240� -
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INV(W)=-1.61' 24" PVC>>> ----------------------
_
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INV=-2.32'
22"TRIPLE
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APPROXIMATE R/W
3
4
5
A i f-N=70
1. FOR ELECTRICAL PLANS, SEE E-101 THRU E-106
2. TREES AND PLANTS NOT SHOWN FOR CLARITY.
FOR LANDSCAPE PLANS, SEE LP101 THRU
LP106.
3. FOR CIVIL GRADING PLANS, SEE CG101 THRU
CG 106.
4. FOR CONTROL TABLE, SEE CS601.
5. FOR PAVING TYPES AND LIMITS, SEE CS504.
6. FOR PAVEMENT PARKING PLAN, SEE CM101.
7. NO STRIPING REQUIRED ON GRAVEL PARKING
SPACES (SHOWN FOR ILLUSTRATION ONLY),
SEE B5/CM501.
LEGEND
CONCRETE
ASPHALT
GRAVEL
+
+ + + + + + GROUNDCOVER MIX
-- UE--
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
of
- moo-
FIBER OPTIC CABLE
- —T— -
TELEPHONE LINE
MAJOR TOPOGRAPHIC CONTOUR
— —
MINOR TOPOGRAPHIC CONTOUR
UTILITY POWER POLE
ELECTRICAL QUAZITE CABINET
SITE LIGHTING LUMINAIRES
20' 0' 20' 40'
SCALE: 1 "=20'
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
E
■■�■N
urtfl.�
■■I�■■
■ ONE
BATTLESHIP
NORTN CAROLINA
CAROLINA
DEPARTMENTOF
NATURAL&
CULTURAL
RESOURCES
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Reference No.
CS106
INDEX: 29 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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TOP OF FILL
TOP OF FILL TOP OF FILL
O Cn
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- _/ - _ n-
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UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL TOP OF FILL
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(n
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UNSUITABLE MATERIAL FOUNDATION
PIPE ABOVE GROUND
¢ O
GENERAL NOTES:
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
Q O
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
O =LL
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® SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
ABOVE AND BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
SHEET 1 OF 3
300.011
ACCOMPLISH COMPACTION.
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TOP OF FILL
TOP OF FILL TOP OF FILL
Z
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O.D.+ 2'
Z ~ O
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Q O
GENERAL NOTES:
0
I.D. - THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
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Q O
O =
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
— - — - - SPRINGLINE OF PIPE
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
CWC
G
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
® BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 2 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.
FLEXIBLE
PIPE
0In
H-
Round Corrugated
Steel
Pipe
Round Corrugated Aluminum Pipe
Q __
2 2/3 x
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L-J'LIZ
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Minimum cover
Maximum
Height of
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O U =
inches inches
(Ga) 16
14 12
10
8
inches
inches (Ga) 16 14 12 10
8
cc
LU Q Z LL
12
12
204
256
12
12 123 155 218 281
344
H U O
15
12
162
204
15
12 98 123 174 224
275
x ~ Z H
18
12
135
169 239
18
12 81 102 144 187
228
U) H- LL O J
21
12
115
145 204
21
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195
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12
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126 178
24
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171
Z H
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12
79
100 142
27
12 67 95 123
151
>
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12
65
83 117
152
30
12 60 85 111
136
r CL
42
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130
160
36
12 50 71 92
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' W
T
48
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61 87
113
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96
54 12 54 77 100 123 48 12 52 68 84
60
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74
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72
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Z
** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
= ~
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION.
O Q
LL
J
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
z J C/)
CSP
- AASHTO M36
H Q W
CAAP
- AASHTO M196
a y DO
HOPE
-
(Minimum fill)
2' for pipe
diameters >
12" and
< 60"
HOPE
- AASHTO M294
= Z Q
*
(Maximum fill)
20' for pipe
diameters <
24"
PVC
- ASTM F949 or AASHTO M304
0 H-
I --I
17' for pipe
diameters >_
30" and
<_ 60"
C] H-
°C W =
PVC
- *
(Minimum fill)
2' for pipe
diameters >_
12" and
<_ 36"
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
Q 0
0 a
*
(Maximum fill)
30' for pipe
diameters >_
12" and
< 36"
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
H
Z N W_
Q a
* FILL HEIGHT
IS MEASURED FROM THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
TO
THE BOTTOM OF THE PAVEMENT STRUCTURE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
} O H
RIGID
PIPE
o c LL
RCP -
(Minimum fill)
1' for Class
IV & CLASS V
QO O
2' for Class
III & Class
II
REFER
TO THE FOLLOWING FOR PIPE SPECIFICATIONS
=
*
(Maximum fill)
10' - Class
II pipe
RCP
- AASHTO M170
LU
20' - Class
III pipe
30' - Class
IV pipe
40' - Class
V pipe
(For fills > 40' & < 80'
use LRFD Direct
D-esign Method)
NOTES:
FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
* FILL
HEIGHT
IS MEASURED FROM THE TOP OF
THE PIPE
1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
SHEET 3 OF 3
1300.011
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
1
2
PROPOSED \
DRIVE �
VARIABLE
ROADWAY WIDTH
SLOPE
ROADWAY CROSS PIPE TYPICAL SECTION
REINFORCED EDGE
FULL LENGTH OF END
4"
6" MAX.
4__
L 1� D
T TOE
i PLATE PIPE
L PIPE FITTING REQUIRED TO
SECURELY HOLD SECTION
TOE PLATE
SIDE VIEW
ISOMETRIC VIEW
4
PIPE
W D 6" MAX.
D
PIPE II WI
L 6" TOE PLATE
PLAN VIEW END VIEW
VARIABLE SLOPE_ - -
END TREATMENT DIMENSIONS
D
L
W
THICK. GAGE
18"
2'-8"
2'-0"
16 MIN.
24"
4'-8"
2'-6"
16 MIN.
30"
6'-8"
3'-0"
16 MIN.
NOTE:
PREFABRICATED STEEL END SECTION AND ALL PARTS
WILL MEET THE REQUIREMENTS OF AASHTO M-218.
STEEL END SECTION
20'-0" MIN. DRIVE PIPE
VAR. VARIABLE FROM 12'-0" TO 16'-0"
NIDTH —
PROPOSED PIPE
DRIVEWAY TYPICAL SECTION OUTSIDE DIAMETER
BLEND INTERSECTING
SLOPES r
X L BLEND INTERSECTING\
SLOPES
PROP. PIPE —
SEE NOTE 1.
/VARIABLE
SLOPE SLOPE
ISOMETRIC OF END PIPE TREATMENT
USE AT LOCATIONS AS DIRECTED BY THE ENGINEER
GENERAL NOTES:
ALL DIMENSIONS GIVEN ARE FOR MINIMUM CONDITIONS. PROPER
ENGINEERING JUDGEMENT MUST BE USED IN DETERMINING DRIVEWAY
LOCATIONS, WIDTHS, AND PIPE LENGTHS.
FACTORS SUCH AS VEHICLE TURNING RADIUS, TRAFFIC VOLUMES,
DRIVEWAY SKEW OFFSET DISTANCE OF PIPE FROM EDGE OF PAVEMENT
PIPE DEPTHS, AND DESIGN SPEED SHOULD BE CONSIDERED IN DETERMINING
DRIVEWAY WIDTHS.
NOTE:
1. THESE AREAS ARE TO BE USED TO BLEND THE INTERSECTING SLOPES TO THE PROPOSED DITCH.
ELEVATION
GENERAL NOTES
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
CONSTRUCT THE PIPE COLLAR WITH CLASS "B"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
3
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FINISH GRADE
SECTION X-X
SIDE ELEVATION
D
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12"
12"
12"
0.3528
15"
12"
12"
0.3990
18"
12"
12"
0.4465
24"
12"
12"
0.5526
30"
12"
12"
10.6560
36"
12"
12"
0.7640
42"
12"
12"
0.8856
48"
12"
12"
1.0126
54"
18"
18"
2.5793
60"
18"
18"
2.8506
66"
18"
1 18"
3.1307
72"
1 18"
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NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH!/8" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE %2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
1/8" RAD SURFACE OF
SIDEWALK
JOINT SEALER
o.•o p,•o v.•o p,•o , o p,,o p..: .
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TRANSVERSE EXPANSION JOINT
IN SIDEWALK
/ 1/2" EXPANSION JOINT FILL 3/8" WIDE x 1" DEEP GROOVED OR
SAWN JOINT WITH JOINT
BUILDING, SEALING COMPOUND
WALL, ETC. / 1/g" RAD %811 RAD
/ PROPOSED
CONCRETE PROP. C&G
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
OUTLET W/DITCH
OUTLET W/0 DITCH
D
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CLASS I RIP RAP
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14
15
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21
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11
22
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28
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INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
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REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
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GENERAL NOTES FOR PILOT CAR OPERATIONS
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4-
MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
L
7-
DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RED. 1180.01
THE PILOT VEHICLE.
N
FOR SKINNY DRUM REQUIREMENTS.
8-
5-
USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
DO NOT INSTALL MORE THAN ONE (11 MILE OF LANE LEGEND
CLOSURE MEASURED FROM THE BEGINNING OF THE MERGE
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS W20-7a )
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ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
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9-
REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS.
10-
DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
I1 PORTABLE SIGN
SHEET 1 OF 14
AS DIRECTED BY THE ENGINEER.
� DIRECTION OF TRAFFIC FLOW
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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Sheet
Reference No.
CS501
INDEX: 30 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

E
E
[PIN
45.1
+ +
B
18" MIN.
10" & SMALLER PIPE
SECTION X-X
BENDS & TEES
EXISTING
GROUND
v
X
PLAN TEES
NOTES:
1. THRUST BLOCKING IS NOT PERMITTED EXCEPT IN SPECIAL INSTALLATIONS WHERE DESIGNED BY
ENGINEER AND APPROVED BY CFPUA.
2. ALLOW 7-DAY MINIMUM CONCRETE CURE TIME BEFORE PLACING LOAD ON THRUST BLOCK
3. BASED ON 150 PSI TEST PRESSURE AND 2,000 PSF SOIL BEARING CAPACITY.
4. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
5. PIPE & FITTINGS TO BE WRAPPED IN 10 MIL PLASTIC PRIOR TO THRUST BLOCK BEING POURED.
v.
' • 'D . e v
Q
4 o
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Q
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CONCRETE THRUST
AREA AS REQUIRED
FOR 150 PSI
BOND BREAK
WITH 10 MIL.
PLASTIC OR 15
LB. ASPHALTIC
FELT
4 C.
d 4 .
TEST PORT
-GATE/TAPPING VALVE
QoD
TOP VIEW
FLANGE VALVE
r-MJ FITTING
OI 10
TAPPING SLEEVE
NOTES:
1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
2. PIPE & FITTING TO BE WRAPPED IN 10 MIL. PLASTIC OR 15 LB. ASPHALTIC FELT
PRIOR TO THRUST BLOCK BEING POURED.
3. TEST PRESSURE SHALL NOT BE APPLIED FOR A MINIMUM OF 7 DAYS AFTER
THRUST BLOCK PLACEMENT.
4. BRANCH SHALL NOT EQUAL RUN DIAMETER UNLESS APPROVED BY CFPUA
ENGINEERING.
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM
TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL,
MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS.
2. SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES.
STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES
LOCATED IN TRAFFIC AREAS.
3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS
SHALL ALSO BE CONSTRUCTED OF DIP.
5. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
6. NO FLEXIBLE COUPLINGS SHALL BE USED.
7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM
ALL PROPERTY CORNERS.
9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM
THE PROPERTY CORNER.
10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER
SERVICES SHALL BE DISCONNECTED FROM MAIN.
11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5'
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10'
DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN
MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS
13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL
JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE
IS NOT PERMITTED
14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT
SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A
MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS
GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
DETAIL:
DETAIL NO:
STANDARD NOTES
CAPE FEAR PUBLIC UTILITY AUTHORITY
-1S
W`'F
(REQUIRED ON ALL PLAN AND PROFILE SHEETS)
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
Owl
CFPUA DETAIL DATE:
SHEET NO:
SCALE: NOT TO SCALE
OFFICE: [phone]
01/01/2023
-
Stewardship. Sustainability. Service.
AT THE R IN R/W, OR
INSIDE EASEMENT w/
CFPUA APPROVAL-\
"C/O" SHOWN ON LID
THREADED PLUG W/
2" SQUARE NUT ON CAP-\
GRADE -\ 18"
8" AIR GAP
i
FEMALE
ADAPTER--'
ONE PIECE 4X4
OR 6X6X4
COMBINATION-\
CLEAN
OUT BOX
W/ LID
i
4"
STACK
LANDSCAPE TIMBER TO
MARK CONNECTION
2'-0"
MIN.
i
4'-0" MINIMUM DESIGN ENGINEER
TO VERIFY IF SUFFICIENT
FOR EACH SERVICE
FOR LESS THAN 4'-0" DEEP
SPECIAL PRIOR APPROVAL
BY CFPUA IS REQ.'D.
L-VARIABLE SLOPE
Y4" PER FT MIN.
18" LG. NIPPLE
PIPE MATERIAL: & GLUED CAP
SCH. 40,
SOLVENT WELD PVC 1120
ASTM D-1785
NOTES:
1. FOR PRIVATE 8" SERVICES, MANHOLES ARE REQUIRED FOR CONNECTION TO
SYSTEM AND AT THE PROPERTY LINE, WITH REQUIRED EASEMENT.
2. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY
CORNERS.
DETAIL:
DETAIL NO:
SEWER SERVICE CONNECTION -
CAPE FEAR PUBLIC UTILITY AUTHORITY
S-13
TYPICAL CLEAN -OUT
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
Owl
CFPUA DETAIL DATE:
SHEET NO:
SCALE: NOT TO SCALE
OFFICE: [phone]
01/01/2023
-
Stewardship. Sustainability. Service.
0
om
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NOTE 8 18" MAX. PUMPING AND HOSE FIRE HYDRANT
CONNECTION EQUAL TO CFPUA
STANDARD WITH 5" STORZ
CONNECTION FACING ROADWAY
BREAK RING,
w 2" MIN./6" MAX.
COMPACTED �I oo 4
ABOVE FINISHED GRADE
BACK FILL Ix
l I 24"x24"x4"
COMPACTED THICK CONCRETE
BACK FILL COLLAR
\\// �/\ \\� / SCREW TYPE VALVE
BOX W/LID, LID
MARKED "WATER"
0" MINIMUM DEPTH 6" M.J. GATE VALVE
VERTICAL % i i i �i�j�// (SEE NOTE 4) (OPEN LEFT)
SHOE SEE
NOTE 5 SEE NOTE 3
DI FLANGE �\
CONNECTIONS / \
ONLY j 3' MIN. I I VARIES.
DI PIPE
FIELD APPLIED JOINT RESTRAINT
(SEE NOTE 1)
#57 STONE FILL X%6"
O 0 (7 CF MIN.) MJ TEE
#590`
STONE ELBOW
FILL
NOTES
1. JOINT RESTRAINT SYSTEMS SHALL BE WEDGE ACTION STYLE FOR DI.
2. WHEN HYDRANT LEGS REQUIRE FULL LENGTH PIPE SECTIONS, OVER BELL RESTRAINT SYSTEM
SHALL HAVE 316 STAINLESS STEEL HARNESS AND FASTENERS.
3. CONTINUOUS 316 STAINLESS STEEL RODS (TEE TO VALVE AND VALVE TO HYDRANT) MAY BE
USED WITH 316 STAINLESS STEEL MJ T-BOLT AND GASKET KITS, AS AN ALTERNATIVE.
4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS.
5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN.
6. MJ TEE SHALL BE RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR
JOINTS WITHIN 10-FEET OF MJ TEE.
7. TRACING WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH
2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
8. HYDRANT TO UTILIZE A VERTICAL SHOE WHEN INSTALLED 5' IN DEPTH OR GREATER.
DETAIL:
DETAIL NO:
FIRE HYDRANT ASSEMBLY
CAPE FEAR PUBLIC UTILITY AUTHORITY
�/�/-(�
Y Y 97
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
Owl
CFPUA DETAIL DATE:
SHEET NO:
SCALE: NOT TO SCALE
01/01/2023
OFFICE: [phone]
-
Stewardship. Sustainability. Service.
W1 (FT.
8" 0.0,(TYP.)
71
0 Dl
`- REFER TO CHART
FOR BAR SIZE
cn
ELEVATION
z GM
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SCORE FULL WIDTH
OF CURB & GUTTER
TO 1 112" ^rr^
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NOTES: Q
Q
H
D 6" * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING HOC C=7 U
* STANDARDS: 838.21, 838.27, 838.33 AND 838.39. W J d ~ Z
INSTALL PRECAST ENDWALLS WITH WINGS AND PAY (D Q U) =
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. W Q Q LL _
1 USE 4000 PSI CONCRETE. F- U ¢ O Ur
1' 0" PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 _ ~ Z Lj
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING LL O J
TO ASTM A185 WITH 2" MIN. CLEARANCE. 00 O � <
O * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH Z
H2 OSHA STANDARD 1926.704. l0 �1>-1
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY Lu0
H1 CONTRACTOR n CI
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
J.-8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE Lu
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS J
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION O J
SIDE TO INCREASE THIS BAR SIZE AS NEEDED. UL. 3
Zz'
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.0018.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
1 14.00/15.75
6.0
#5 @ 8"
4.50/5.00
1 7.50/8.50
3.25/4.00
1 7.75/9.25
1 14.75/16.75
Lu w
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HEET 1 OF 1
838.80
JOINT FILLER
°
d d
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�11 � 1_nll
3" R 1/8" R
d.
o °
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CV
CD °.
1'-611
STANDARD CURB AND GUTTER SECTION
NOTES:
1. CONCRETE SHALL BE 3000 PSI.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10'
INTERVALS OR 15' INTERVALS WHEN A MACHINE IS USED.
3. EXPANSION JOINTS SHALL BE SPACED AT 50' INTERVALS.
4. FINISH ALL CONCRETE WITH CURING COMPOUND.
B55 18-INCH CURB AND GUTTER DETAILS
CS502 / SCALE: NTS
6"
d
aQ
d
°
°
JA� PLAN FRONT END
A3 CURB ENDING DETAIL
CS105 SCALE: NTS
CS106
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
1 2 3 4 5 6
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Sheet
Reference No.
CS502
INDEX: 31 OF 89
J
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

CONCRETE GUTTER
ASPHALT PAVING
11
4w ;�
riffil
I'
Ell'
�
VA
450 ANGLE
OPENING ,
a d A
GRADE AS SHOWN,
ENSURE NO FLOW
DIRECTED BEHIND WALL
18" CONC
TURNDOWN
FLOW
5'-1011
A
3/8" FLOOR
PLATE
O
1
a� 5-1011
3/8" FLOOR
PLATE
2911
PLATE DIMENSIONS
RETAINING 8-OZ NONWOVEN
GEOTEXTILE FABRIC
WALL, TYP
PLAN VIEW
2-INCH DROP FROM PAVEMENT
TO STONE TO ALLOW FREE FLOW
EL +3.0,
ALIG
FACE NOFF WALL \ /
8-OZ NONWOVEN -I I 1' I CJ
� CI
GEOTEXTILE FABRIC II I I I II II I II II I I� 3"x3"x1/4"
NCDOT CLASS B RIPRAP ANGLE —
OR 12" MARL STONE
(18" DEEP X 9' WIDE X 8' LONG)
C SECTION A -A
0■
C1 STORMWATER WETLAND CURB OPENING DETAIL
CS503 SCALE: 3/8"= 1'-0"
CONCRETE GUTTER CJ
CJ /-- ASPHALT PAVING
:.
a •IL
'•• •• • • •i
Q
.. • : r •a •:.4• : ••
•.'
Y W Y W Y W
W •V + + +
W y y y W
W Y •, y O
41 �4
W W W ANGLE
W y W OPENING
PLAN VIEW
2-INCH DROP FROM PAVEMENT
TO STONE TO ALLOW FREE FLOW
3-INCH RIVER ROCK OR MARL STONE
(7'-0" x 3'-0" x 6"), UNDERLAY W/ 8-OZ
FLOW NONWOVEN GEOTEXTILE FABRIC
SOD SLOPE BELOW CURB
OPENING LOCATIONS PER
18" CONC III=11 = LANDSCAPE PLAN
TURNDOWN-
1�I�i�I�III1=1 I 1=1 I 1=1 I m I 1==
I-1 I I_I 11-1 I I-1
—i 1, ; , I I I-1 I I=
SECTION A' -A'
Al CURB OPENING OUTLET PROTECTION DETAIL
CS503 SCALE: 3/8"= 1'-0"
1 2
■
ASPHALT DRIVE/PARKING
SIDEWALK
BACK OF CURB
0)
N
\ EDGE OF PAVEMENT
3/8"
PLP
29" FLOOR PLATE
� 00
�0
2'-0" CONCRETE FLUME
GUTTER LINE
ASSEMBLY
9 1 /9"
NOTES:
1. FLOOR PLATE TO BE COMMERCIAL QUALITY FLOOR
PLATE PER ASTM A786WITH MEDIUM 4-WAY PATTERN
2. METAL COMPONENTS (FLOOR PLATE, STUDS, ANGLE &
BARS) TO BE GALVANIZED A36 STEEL HOT DIPPED
AFTER FABRICATION.
3. SURFACE SHALL SMOOTHLY TRANSITION FROM
STANDARD CURB & GUTTER TO FACE OF FLUME.
SIDEWALK CHANNEL DRAIN DETAIL
CS503 / SCALE: NTS
ADJACENT HANDRAIL RUN LENGTH
HANDRAIL RUN PER CONTRACTOR LAYOUT
CL POST
21-0"
RAIL RETURN
II II
u u
r
MAX
1 1/2" 0 SCH 40 GALV
STL TOP RAIL
1 1/2" 0 SCH 40 GALV STL
MID RAIL, TYP
TOP OF SLAB
ELEVATION
„JS
@ 12"O.C.
ASSEMBLY
SIDEWALK
1 '-611
CJ �— TACK WELD 3/8"
BAR TO ANGLE
1/2"x3" STUDS @ 12"O.C. (4 PLACES EQ SPA)
�tiE:31i:%1:7
CL POST
II II
L u
NOTE:
PAINT GALVANIZED STEEL PIPE HANDRAIL "SAFETY YELLOW".
A3 STEEL PIPE HANDRAIL
CS503 SCALE:3/4"=1'-0"
1 1/2" 0 SCH 80 GALV
STL POST, TYP
BASE PLATE,
TYP, SEE A5
CS503
CL POST
101,
SECTION
\
\
\ C \
\ \ � O�OOOC OQC C \
9'-0" LANDING WIDTH
DETECTABLE WARNING \
SURFACE, SEE NCDOT \ \
STANDARD 848.05 \ \ \
NOTES:
\
1. 8.33% (12:1) MAX SLOPE.
2. CROSS SLOPE: 2.0%
3. CURB RAMPS REQUIRE A LANDING WITH A MAXIMUM
CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.0%
WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
4. RAMP SIDEWALK, INCLUDING LANDING, SHALL FOLLOW
SIDEWALK SPECS INCLUDING A 4" MINIMUM DEPTH.
KD5 ADA SIDEWALK ACCESS DETAIL
CS503 SCALE: NTS
6" 0 GALV STL PIPE BOLLARD SET
IN CONC, FILL W/ CONC, ROUND
TOP OF CONC, COVER W/ HDPE
YELLOW BOLLARD COVER
SLOPE TO DRAIN, TYP
c�
TOP OF SIDEWALK, TYP
TOP RAIL
POST
MID RAIL
BASE PLATE
TOP OF SLAB
3 4 I 5
q as
I': I
A 1 41
1 '-6110
rC5- PIPE BOLLARD
CS503 SCALE: NTS
8"
18" GURB &
GUTTER, TYP
4" SIDEWALK
1/2" THICK GALV
I 5/16
STL BASE PLATE
3/4It 0 GALV STL
ADHESIVE ANCHOR
N
CL BOLT, POST, & PLATE
1 1 /2" 0 POST
1 1/2"
CL BOLT & PLATE
TYP
CL BOLT
(X&
HANDRAIL BASE PLATE
CS503
SCALE: NTS
4'-0" 0'-01, 2'-0" 4'-0"
SCALE: 3/8"=1'-0"
2'-0" 0'-01, 2'-0"
SCALE: 3/4"= V-0"
6" 0'-01, 3" 6"
SCALE: 3"= V-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
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29483
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SEAL
Sheet
Reference No.
CS503
INDEX: 32 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
12" MIN AGGREGATE
BASE COURSE
ADDED FILL W/ MAXIMUM \ \ \ \ \
OF 8" LIFTS (EXIST. ABC
MAY BE IN THIS AREA)
UNDISTURBED
SUBGRADE
C1 PARKING STALL GRAVEL PAVEMENT
CM1011 NOT TO SCALE
6" 4000 PSI M I N
CONC PAVEMENT
6" MIN AGGREGATE
BASE COURSE
ADDED FILL W/ MAXIML
OF 8" LIFTS (EXIST. AE
MAY BE IN THIS ARE
UNDISTURBED
SUBGRADE
B1 ADA PARKING SPACES / CONCRETE DUMPSTER PAD PAVEMENT
CM101 NOT TO SCALE
3" TYPE S9.5C
ASPHALT ( LIFTS
BETWEEN 1 1/2"-2")
9" AGGREGATE
BASE COURSE
GEOTEXTILE
A ADDED FILL W/ MAXIMUM
OF 8" LIFTS (EXIST. ABC
MAY BE IN THIS AREA)
�A1 PARKING STALL ASPHALT PAVEMENT AUTERNATE BID 1
CM101 NOT TO SCALE
1
6"± FLOWABLE FILL
WILL BE BROUGHT UP
IN LIFTS TO BOTTOM
OF CONC PAVEMENT
30" 0 CORRUGATED
ALUMINUM PIPE
6" 3000 PSI MIN
CONC PAVEMENT
Q d
° 4 dd
a
a
a a
:W
6" MIN FLOWABLE
FILL BEDDING
UNDISTURBED
SUBGRADE
D3 CONCRETE DRIVEWAY PAVEMENT
CM101 NOT TO SCALE
1 1 /2" TYPE S9.5C
ASPHALT
2 1/2" TYPE
19.0C ASPHALT
8" AGGREGATE
BASE COURSE
GEOTEXTILE
ADDED FILL W/ MAXIMUM
OF 8" LIFTS (EXIST. ABC
MAY BE IN THIS AREA)
B3 DRIVE AISLE ASPHALT PAVEMENT
CM1011 NOT TO SCALE
4" 4000 PSI MIN
CONC PAVEMENT
4" MIN AGGREGATE
BASE COURSE
ADDED FILL W/ MAXIML
OF 8" LIFTS (EXIST. AE
MAY BE IN THIS ARE
UNDISTURBED
SUBGRADE
A3 CONCRETE SIDEWALK PAVEMENT
� CM1011 NOT TO SCALE
3
PAVEMENT NOTES:
1. DEMOLITION SHALL CONSIST OF REMOVING THE EXISTING ASPHALT. THE UNDERLYING ABC MAY REMAIN IF IT
IS BELOW THE PAVEMENT SECTIONS NEW ABC AS SHOWN.
2. FILL SHALL BE END -DUMPED AND SPREAD WITH TRACKED VEHICLES. FILL SHALL BE PLACED IN MAXIMUM OF 8"
LIFTS AND COMPACTED TO STANDARDS.
3. EXISTING ABC MAY BE LEFT IN PLACE IF IT IS BELOW THE PAVEMENT DESIGN. IF THE EXISTING ABC IS WITHIN
THE PAVEMENT DESIGN DETAILS, THEN THE ABC SHALL BE REMOVED AND NEW ABC SHALL BE INSTALLED TO
THE DEPTHS INDICATED ON THE PAVEMENT PLANS.
4. THE CORRUGATED ALUMINUM PIPE (CAP) UNDER THE CONCRETE PAVEMENT WILL BE BACKFILLED USING
FLOWABLE FILL. CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST PIPE FLOATATION. CONSULT WITH PIPE
MANUFACTURER TO DETERMINE MAXIMUM FLOWABLE FILL LIFTS.
5. PIPE BACKFILL SHALL HAVE A MINIMUM OF 6" OF BEDDING BELOW THE PIPE. UTILITY WIDTH SHALL BE A
MINIMUM OF 1-FT ON BOTH SIDES OF THE PIPE FOR ABC BACKFILL TO HAVE GOOD ACCESS FOR COMPACTION
AND A MINIMUM OF 6" ON BOTH SIDES OF THE PIPE FOR FLOWABLE FILL BACKFILL.
6. PARKING STALL ASPHALT PAVEMENT DESIGN IS FOR ALL AREAS DIRECTLY UNDER THE PARKING STALLS UNDER
ALTERNATE BID 1. DRIVE AISLE ASPHALT PAVEMENT DESIGN IS FOR ALL OTHER LABELED ASPHALT PAVEMENT
AREAS OUTSIDE OF PARKING STALLS.
7. GEOTEXTILE UNDER PAVEMENTS SHALL BE AASHTO M288 CLASS1 WOVEN WITH ELONGATION <50% AND WITH A
MINIMUM OF 24" OVERLAP AT THE SEEMS.
21'-0"
4000 PSI CONC
0
d p
4" ASPHALT W/ 8"
AGGREGATE BASE
COURSE, TYP
II I II 1 II I II I II I II I I I II I II I II I II I II I II I II I I II I II I II I II I II I II II I I
UNDISTURBED 6" AGGREGATE
SUBGRADE BASE COURSE
64 DRIVE AISLE - SIDEWALK HUMP
CS102 SCALE:3/8"=1'-0"
CS105,CM101
4'-0" 0'-0" 2'-0" 4'-0"
SCALE: 3/8"=1'-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
4 5 6
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29483
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L SEAL
Sheet
Reference No.
CS504
INDEX: 33 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

❑■
0�
9'-01,
30" 0 O-RIN,
CONC COLLAR, SE
1 KHJI—I M/-\UY\ NU I JI—IUVVIN I —UK I,LHKI I T.
TOP VIEW
CONC COLLAR, SEE A5
CS505
30" 0 O-RING RCP �
4 °d
4
30"0 CLASS V O-RING
RCP, INV EL 1.0'
SIDE VIEW
TOP OF RISER FRONT
AND SIDES AT EL 2.9'
LOW FLOW
DRAWDOWN DEVICE
CONC
ANTI -FLOTATION A3
BLOCK, SEE
CS506
30" 0 CLASS V O-RING
RCP, INV EL 1.0'
8" PLUG VALVE
FRONT VIEW
Off MIM lkAAlKl- CAIAAIr`E
J
VALVE STEM
HANDWHEEL
-TRASH RACK, SEE Al
CS506
TOP OF RISER FRONT
& SIDES AT EL 2.90'
4" O PVC LOW FLOW DRAWDOWN
DEVICE, INV EL 1.9', SEE E5
CS506
8" 0 DIP MAINENANCE DRAIN, INV
EL 1.3', SEAL USING RUBBER BOOT
AND STAINLESS STEEL HARDWARE
USE NON -SHRINK GROUT
IN THE FIELD TO FORM BOTTOM
OF RISER TO PROVIDE POSITIVE
DRAINAGE TO OUTLET PIPE
Al STORMWATER WETLAND RISER STRUCTURE DETAIL
CS505 SCALE: 1/2" = 1'-0"
1 I 2
30" 0 O-RING RCP
3000
CONC CRA[
ANTI-FLOI
CONC
CRADLE
30" 0 CLASS V
f-% nlKlf+ r9lIr'1
TOP VIEW
SIDE VIEW
SECTION A -A
4
COLLAR
,ST RISER
1 OR PER
RECOMMENDATION OF ONSITE
GEOTECHNICAL ENGINEER
3000-PSI CONC COLLAR
— PRECAST RISER
°
d
U
° 4
FT3" EMBED
TYP
NOTES
1. RISER STRUCTURE SHALL BE
PRECAST CONCRETE WITH A
MINIMUM OF 4000 PSI.
2. CONTRACTOR TO SUBMIT PRECAST
SHOP DRAWINGS FOR REVIEW.
E
3" CLR
C?
`�' TYP °
5 1/2"
dIL
4
,Q d
d 30" 0 O-RING RCP a 4d
°
d d
ANTI -FLOTATION BLOCK A3
CS5o6 110„ #4 REBAR ANCHORS. DRILL INTO
PRECAST STRUCTURE AND SET
ANCHORS USING EPDXY GROUT
TOP VIEW
1'-011
3000-PSI CONC COLLAR #4, TYP
30" 0 O-RING RCP �
30" 0 CLASS V O-RING
RCP, SI
CONCRETE
ANTI -FLOTATION
BLOCK, SEE
4
d
m >- \_ 30" OI CLASS V O-RING
u ~
w RCP, SEE NOTE
NOTE:
WRAP OUTSIDE PF 30" 0 CLASS V O-RING
RCP WITH FLEXIBLE WATERSTOP SEAL.
SIDE VIEW
FI_AIl
WRAP OUTSIDE PF 30" 0 CLASS V O-RING
RCP WITH FLEXIBLE WATERSTOP SEAL.
FRONT VIEW
A3
CONCRETE CRADLE DETAIL
A5
CONCRETE COLLAR DETAIL
CS505
SCALE: 1/2" = 1'-0"
CS5051
SCALE: 1/2" = 1'-0"
3 4 5
O
0
2'-0" 0'-0" 2'-0" 4'-0"
SCALE: 1 /2"=1'-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
■■■
■■ 7
■■ ■■
• •"•
BATTLESHIP
NORTH CAROLINA
CAROLINA
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Reference No.
CS505
INDEX: 34 OF 89
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032731
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Sheet
Reference No.
CS506
INDEX: 35 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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3
4
5
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Reference No.
ISSUED:2023-03-17
CS601
NOT TO BE USED FOR CONSTRUCTION
INDEX: 36 OF 89
CONTROL POINT TABLE
CP #
ELEVATION
NORTHING
FASTING
CP-1
3.40
178155.48
2316043.24
CP-2
4.92
178183.52
2316066.86
CP-3
3.40
178164.47
2316143.62
CP-4
5.31
178200.00
2316140.68
CP-5
5.31
178231.03
2316515.70
CP-6
3.10
178196.39
2316518.86
CP-7
3.10
178205.37
2316613.27
CP-8
4.99
178228.85
2316581.37
CP-9
6.00
178527.75
2316556.65
CP-10
6.00
178573.45
2316502.69
CP-11
6.50
178562.20
2316366.66
CP-12
6.50
178561.46
2316357.69
CP-13
6.50
178548.84
2316205.21
CP-14
6.50
178548.60
2316196.20
CP-15
6.00
178547.46
2316182.46
CP-16
6.00
178544.52
2316146.85
CP-17
6.00
178543.52
2316140.91
CP-18
6.00
178539.12
2316087.61
CP-19
6.00
178485.16
2316041.90
CP-20
6.50
178536.32
2316073.35
CP-21
6.50
178528.47
2316053.55
CP-22
6.38
178536.82
2316050.23
CP-23
6.38
178544.85
2316070.42
CP-24
6.38
178548.46
2316085.38
CP-25
6.00
178553.49
2316146.11
CP-26
5.20
178571.40
2316137.50
CP-27
5.40
178580.95
2316144.93
CP-28
5.20
178568.72
2316159.95
CP-29
4.24
178581.07
2316171.01
CP-30
4.26
178574.00
2316186.23
CP-31
6.38
178556.92
2316187.66
CP-32
6.00
178556.43
2316181.71
CP-33
6.38
178574.83
2316404.15
CP-34
6.41
178572.55
2316406.84
CP-35
6.41
178574.20
2316426.78
CP-36
5.10
178607.94
2316458.55
CP-37
4.06
178638.68
2316459.95
CP-38
4.07
178641.05
2316471.52
CP-39
5.16
178603.38
2316469.59
CP-40
5.06
178602.80
2316472.94
CP-41
4.94
178604.08
2316476.98
CP-42
4.40
178612.22
2316494.57
CP-43
3.51
178622.66
2316524.99
CP-44
3.59
178613.87
2316527.24
CP-45
6.06
178581.07
2316456.08
CP-46
6.18
178574.88
2316452.30
CP-47
6.50
178569.98
2316454.67
CP-48
5.54
178548.09
2316487.23
CP-49
5.32
178546.66
2316469.95
CP-50
5.30
178545.61
2316467.91
CP-51
5.15
178536.85
2316460.48
CP-52
5.15
178536.04
2316450.68
CP-53
6.08
178529.31
2316369.38
CP-54
6.18
178528.57
2316360.41
CP-55
5.32
178522.68
2316289.24
CP-56
5.32
178522.59
2316288.07
CP-57
6.18
178515.96
2316207.93
CP-58
6.08
178515.21
2316198.96
CP-59
5.26
178509.70
2316132.27
CP-60
5.26
178509.60
2316131.11
CP-61
5.53
178507.71
2316108.27
CP-62
5.67
178515.14
2316099.51
CP-63
5.70
178515.84
2316097.32
CP-64
5.38
178502.36
2316077.15
CP-65
5.28
178495.37
2316074.00
CP-66
5.13
178483.67
2316072.41
CONTROL POINT TABLE
CP #
ELEVATION
NORTHING
FASTING
CP-67
5.08
178480.93
2316075.64
CP-68
5.07
178481.40
2316081.35
CP-69
5.10
178484.64
2316084.09
CP-70
5.32
178499.59
2316082.85
CP-71
5.19
178503.62
2316131.60
CP-72
5.19
178503.72
2316132.77
CP-73
5.39
178507.05
2316173.05
CP-74
5.43
178507.71
2316181.02
CP-75
5.51
178508.49
2316190.49
CP-76
5.32
178493.54
2316191.72
CP-77
5.45
178490.80
2316194.96
CP-78
5.78
178491.30
2316200.94
CP-79
5.88
178492.04
2316209.91
CP-80
5.55
178492.53
2316215.89
CP-81
5.42
178495.77
2316218.63
CP-82
5.61
178510.72
2316217.40
CP-83
5.58
178511.50
2316226.86
CP-84
5.52
178512.16
2316234.84
CP-85
5.25
178516.61
2316288.57
CP-86
5.25
178516.70
2316289.73
CP-87
5.51
178520.41
2316334.50
CP-88
5.55
178521.07
2316342.47
CP-89
5.61
178521.85
2316351.94
CP-90
5.42
178506.90
2316353.17
CP-91
5.55
178504.16
2316356.41
CP-92
5.89
178504.65
2316362.39
CP-93
5.78
178505.39
2316371.36
CP-94
5.45
178505.89
2316377.34
CP-95
5.32
178509.13
2316380.08
CP-96
5.51
178524.07
2316378.84
CP-97
5.43
178524.86
2316388.31
CP-98
5.39
178525.52
2316396.28
CP-99
5.11
178529.96
2316450.02
CP-100
5.11
178530.06
2316451.18
CP-101
5.35
178535.20
2316513.38
CP-102
5.12
178520.26
2316514.62
CP-103
5.09
178517.51
2316517.86
CP-104
5.11
178518.35
2316528.01
CP-105
5.17
178522.57
2316530.50
CP-106
5.23
178494.63
2316532.29
CP-107
5.16
178494.38
2316529.30
CP-108
5.11
178491.14
2316526.56
CP-109
5.22
178461.24
2316529.04
CP-110
5.29
178458.50
2316532.27
CP-111
5.36
178458.75
2316535.26
CP-112
5.41
178461.99
2316538.00
CP-113
5.31
178491.88
2316535.53
CP-114
4.50
178487.91
2316451.07
CP-115
4.51
178487.66
2316448.08
CP-116
4.50
178484.42
2316445.34
CP-117
4.20
178454.52
2316447.81
CP-118
4.09
178451.78
2316451.05
CP-119
4.07
178452.03
2316454.04
CP-120
4.09
178455.27
2316456.78
CP-121
4.43
178485.16
2316454.31
CP-122
5.48
178481.48
2316373.34
CP-123
5.15
178481.97
2316379.32
CP-124
4.95
178479.23
2316382.55
CP-125
4.57
178449.33
2316385.03
CP-126
4.69
178446.09
2316382.28
CP-127
5.03
178445.60
2316376.31
CP-128
5.14
178444.86
2316367.34
CP-129
4.75
178444.36
2316361.36
CP-130
4.62
178447.10
2316358.12
CP-131
5.04
178477.00
2316355.65
CP-132
5.25
178480.24
2316358.39
CONTROL POINT TABLE
CP #
ELEVATION
NORTHING
FASTING
CP-133
5.58
178480.73
2316364.37
CP-134
4.51
178474.55
2316289.62
CP-135
4.53
178474.30
2316286.63
CP-136
4.52
178471.06
2316283.89
CP-137
4.17
178441.17
2316286.36
CP-138
4.11
178438.42
2316289.60
CP-139
4.08
178438.67
2316292.59
CP-140
4.09
178441.91
2316295.33
CP-141
4.44
178471.81
2316292.86
CP-142
5.58
178468.12
2316211.89
CP-143
5.25
178468.61
2316217.87
CP-144
5.05
178465.87
2316221.11
CP-145
4.67
178435.97
2316223.58
CP-146
4.78
178432.74
2316220.84
CP-147
5.14
178432.24
2316214.86
CP-148
5.04
178431.50
2316205.89
CP-149
4.69
178431.00
2316199.91
CP-150
4.57
178433.75
2316196.67
CP-151
4.95
178463.65
2316194.20
CP-152
5.16
178466.88
2316196.94
CP-153
5.48
178467.38
2316202.92
CP-154
5.17
178456.74
2316074.36
CP-155
5.25
178456.49
2316071.37
CP-156
5.34
178453.26
2316068.63
CP-157
5.38
178423.36
2316071.10
CP-158
5.31
178420.62
2316074.34
CP-159
5.24
178420.86
2316077.33
CP-160
5.16
178424.10
2316080.07
CP-161
5.11
178454.00
2316077.60
CP-162
5.35
178398.69
2316076.15
CP-163
3.88
178403.74
2316137.20
CP-164
3.82
178404.28
2316143.68
CP-165
4.76
178409.57
2316207.70
CP-166
4.76
178410.32
2316216.67
CP-167
3.82
178416.73
2316294.17
CP-168
3.65
178417.26
2316300.64
CP-169
4.76
178422.93
2316369.15
CP-170
4.76
178423.67
2316378.12
CP-171
3.82
178430.08
2316455.61
CP-172
3.86
178430.61
2316462.09
CP-173
5.44
178436.82
2316537.08
CP-174
5.53
178434.08
2316540.31
CP-175
5.53
178387.91
2316544.13
CP-176
5.44
178384.67
2316541.39
CP-177
3.87
178378.47
2316466.41
CP-178
3.82
178377.93
2316459.93
CP-179
4.76
178371.52
2316382.43
CP-180
4.86
178370.78
2316373.46
CP-181
3.82
178365.11
2316304.96
CP-182
3.82
178364.57
2316298.48
CP-183
4.86
178358.16
2316220.99
CP-184
4.76
178357.42
2316212.02
CP-185
3.82
178352.13
2316148.00
CP-186
3.88
178351.59
2316141.52
CP-187
5.35
178346.54
2316080.47
CP-188
5.45
178349.28
2316077.23
CP-189
5.45
178395.46
2316073.41
CP-190
5.42
178321.38
2316079.54
CP-191
5.35
178324.61
2316082.28
CP-192
5.28
178324.86
2316085.27
CP-193
5.21
178322.12
2316088.51
CP-194
5.35
178292.22
2316090.98
CP-195
5.44
178288.98
2316088.24
CP-196
5.46
178288.74
2316085.25
CP-197
5.42
178291.48
2316082.01
CP-198
5.21
178335.50
2316213.83
CONTROL POINT TABLE
CP #
ELEVATION
NORTHING
FASTING
CP-199
5.51
178335.00
2316207.85
CP-200
4.74
178331.76
2316205.11
CP-201
5.34
178301.87
2316207.58
CP-202
5.40
178299.12
2316210.82
CP-203
5.91
178299.62
2316216.80
CP-204
5.94
178300.36
2316225.77
CP-205
5.74
178300.85
2316231.75
CP-206
5.35
178304.09
2316234.49
CP-207
4.74
178333.99
2316232.02
CP-208
4.81
178336.73
2316228.78
CP-209
5.27
178336.24
2316222.80
CP-210
4.43
178339.18
2316294.80
CP-211
4.35
178342.42
2316297.54
CP-212
4.35
178342.67
2316300.53
CP-213
4.43
178339.93
2316303.77
CP-214
5.18
178310.03
2316306.24
CP-215
5.26
178306.79
2316303.50
CP-216
5.26
178306.54
2316300.51
CP-217
5.18
178309.29
2316297.27
CP-218
5.27
178348.85
2316375.28
CP-219
4.82
178348.36
2316369.30
CP-220
4.74
178345.12
2316366.56
CP-221
5.34
178315.22
2316369.03
CP-222
5.74
178312.48
2316372.27
CP-223
5.94
178312.97
2316378.25
CP-224
5.91
178313.72
2316387.22
CP-225
5.74
178314.21
2316393.20
CP-226
5.35
178317.45
2316395.94
CP-227
4.74
178347.35
2316393.46
CP-228
4.82
178350.09
2316390.23
CP-229
5.20
178349.59
2316384.25
CP-230
4.43
178352.54
2316456.25
CP-231
4.35
178355.78
2316458.99
CP-232
4.36
178356.02
2316461.98
CP-233
4.43
178353.28
2316465.22
CP-234
5.19
178323.38
2316467.69
CP-235
5.26
178320.15
2316464.95
CP-236
5.26
178319.90
2316461.96
CP-237
5.19
178322.64
2316458.72
CP-238
5.48
178359.26
2316537.47
CP-239
5.52
178362.50
2316540.21
CP-240
5.58
178362.74
2316543.20
CP-241
5.64
178360.00
2316546.44
CP-242
5.81
178330.10
2316548.92
CP-243
5.78
178326.87
2316546.17
CP-244
5.75
178326.62
2316543.18
CP-245
5.67
178329.36
2316539.95
CP-246
6.32
178280.86
2316552.77
CP-247
5.98
178300.21
2316551.39
CP-248
5.90
178302.95
2316548.15
CP-249
5.90
178302.66
2316544.66
CP-250
5.95
178299.96
2316542.38
CP-251
6.24
178284.51
2316543.66
CP-252
6.24
178272.60
2316399.65
CP-253
5.95
178287.55
2316398.41
CP-254
6.36
178290.29
2316395.17
CP-255
6.39
178289.80
2316389.19
CP-256
6.39
178289.06
2316380.22
CP-257
6.36
178288.56
2316374.25
CP-258
5.95
178285.32
2316371.50
CP-259
6.24
178270.38
2316372.74
CP-260
6.24
178259.25
2316238.20
CP-261
5.95
178274.19
2316236.96
CP-262
6.35
178276.94
2316233.73
CP-263
6.39
178276.44
2316227.75
CP-264
6.39
178275.70
2316218.78
CONTROL POINT TABLE
CP #
ELEVATION
NORTHING
FASTING
CP-265
6.10
178275.21
2316212.80
CP-266
5.95
178271.97
2316210.05
CP-267
6.24
178257.02
2316211.29
CP-268
6.24
178247.37
2316094.69
CP-269
5.95
178262.32
2316093.45
CP-270
5.90
178265.06
2316090.22
CP-271
5.90
178264.82
2316087.23
CP-272
5.95
178261.58
2316084.48
CP-273
6.25
178245.63
2316085.80
CP-274
6.32
178242.27
2316086.30
CP-275
6.15
178226.47
2316096.81
CP-276
6.14
178226.99
2316100.82
CP-277
6.36
178241.90
2316113.45
CP-278
6.36
178276.03
2316526.05
CP-279
6.13
178263.40
2316540.96
CP-280
6.11
178263.55
2316544.99
CP-281
4.49
178415.34
2315744.60
CP-282
4.56
178406.98
2315747.93
CP-283
4.40
178396.85
2315722.44
CP-284
4.36
178406.81
2315723.13
CP-285
4.36
178405.46
2315717.39
CP-286
4.84
178398.43
2315632.26
CP-287
4.87
178389.45
2315633.00
CP-288
4.60
178387.95
2315614.81
CP-289
3.70
178205.57
2315629.90
CP-290
4.45
178210.21
2315685.98
CP-291
3.94
178212.70
2315716.10
CP-292
3.50
178214.47
2315737.53
CP-293
3.68
178229.43
2315735.54
CP-294
3.90
178217.43
2315718.22
CP-295
3.86
178213.65
2315718.53
CP-296
3.99
178207.88
2315648.77
CP-297
4.15
178222.59
2315647.55
CP-298
3.76
178210.58
2315630.23
CP-299
4.61
178245.20
2315661.74
CP-300
4.74
178238.06
2315676.87
CP-301
4.89
178246.20
2315680.72
CP-302
4.42
178236.84
2315700.56
CP-303
4.39
178234.51
2315700.75
CP-304
4.42
178231.27
2315698.01
CP-305
4.48
178228.63
2315666.12
CP-306
4.46
178231.38
2315662.88
CP-307
5.12
178369.58
2315651.45
CP-308
5.40
178360.21
2315671.29
CP-309
5.32
178368.36
2315675.13
CP-310
5.05
178361.21
2315690.27
CP-311
5.05
178375.03
2315689.13
CP-312
5.09
178377.77
2315685.89
CP-313
5.16
178375.13
2315654.00
CP-314
5.12
178371.90
2315651.26
CP-315
4.61
178366.05
2315617.37
CP-316
4.88
178378.06
2315634.69
CP-317
4.88
178389.51
2315633.74
CP-318
4.69
178395.28
2315703.51
CP-319
4.73
178383.26
2315704.50
CP-320
4.40
178395.26
2315721.82
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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I
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND FAILURE
EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED FROM
BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INTENDED
TO CONTROL EROSION OF THE EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST
POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF 48
HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN
TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM ANY PUBLIC OR
PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN
DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS.
CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE
PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS
THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL
THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY
EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE
DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN
FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE
TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING,
EROSION CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS
AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE
ON AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES UNTIL AFTER THE
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT
VEGETATION HAS BEEN ESTABLISHED. IT IS RECOMMENDED THAT NCDEQ APPROVE
THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
INITIATION OF CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE OVER
ALL OTHER CONSTRUCTION ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE
OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,
SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND
COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED
AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT.
1 1 2
m
EROSION CONTROL CONSTRUCTION SEQUENCE
INITIAL SITE PREPARATION:
1. CONTACT NORTH CAROLINA "ONE CALL" BEFORE PERFORMING ANY EXCAVATION.
2. CONTACT THE NCDEMLR LAND QUALITY SECTION BEFORE BEGINNING WORK TO NOTIFY
THEM OF THE START DATE, 910-796-7215.
3. INSTALL AND MAINTAIN AN ON -SITE RAIN GAGE AND LOGBOOK FOR RECORDING RAIN
DATES. COMPLETE SELF INSPECTION AS REQUIRED BY THE EROSION CONTROL
PERMIT.
4. INSTALL ROCK CONSTRUCTION ENTRANCES. MAINTAIN ACCESS FOR VISITOR VEHICLES
AND BUSES THROUGHOUT CONSTRUCTION PROCESS. MAY USE A COMBINATION OF
EXISTING ENTRANCES AND NEWLY CONSTRUCTED ENTRANCES AS NEEDED. ENSURE
ALL CONSTRUCTION VEHICLES ENTER AND EXIT THROUGH ROCK CONSTRUCTION
ENTRANCE(S). MAY ADJUST ENTRANCE LOCATIONS AS NEEDED AS WORK
PROGRESSES.
5. INSTALL FLOATING TURBIDITY BARRIER, PERIMETER SILT FENCE (SINGLE ROW AND
DOUBLE ROW AS INDICATED), TIDAL WETLAND AREA INITIAL SILT FENCE WITH GRAVEL
OVERFLOWS AND INLET PROTECTION MEASURES.
6. ADJUST SILT FENCE AROUND ENTRANCES AS NEEDED AS CHANGES ARE MADE AS
SHOWN IN THE PLANS.
7. INSTALL TREE PROTECTION FENCING.
ROADSIDE DRAINAGE CONSTRUCTION:
8. PRIOR TO INSTALLING NEW SITE ENTRANCES, ASSOCIATED CULVERTS AND ROADSIDE
DRAINAGE DITCHES, INSTALL ROCK CHECK DAMS IN DITCHES AS SHOWN IN THE PLANS.
MINIMIZE DISTURBANCE, PARTICULARLY IN WETLAND AREAS.
9. AFTER GRADING WORK AND CHECK DAM INSTALLATION IS COMPLETE, STABILIZE ALL
DISTURBED AREAS ALONG THE ROADSIDE BETWEEN THE EDGE OF PAVEMENT AND THE
SILT FENCE USING EROSION CONTROL BLANKET AND SEED TO THE BASE OF THE DITCH.
STORMWATER WETLAND OUTLET INSTALLATION AND PARKING LOT FILL:
10. WHEN INSTALLING THE STORMWATER WETLAND RISER, OUTLET PIPE AND END WALL,
ALSO INSTALL THE END WALL FLAP GATE FOR USE PREVENTING BACKFLOW DURING
CONSTRUCTION.
11. ONCE READY TO BEGIN ELEVATING THE PARKING LOT AND GRADING TOWARDS THE
STORMWATER WETLAND OUTLET LOCATION, INSTALL SKIMMER SEDIMENT BASIN AND
RIPRAP SCOUR POOL. NEXT INSTALL A DRAINAGE CHANNEL ALONG THE TIDAL CREEK
ALIGNMENT OR ON AN ALTERNATE ALIGNMENT. CHANNEL CROSS SECTION SHALL BE
THE DESIGN CHANNEL TIDAL CREEK CROSS SECTION. LINE THE CHANNEL WITH 700
G/M2 COIR MATTING. INSTALL SILT FENCE AND GRAVEL OVERFLOWS ALONG THE
CHANNEL AS SHOWN IN THE PLANS (OR ADAPT TO ALTERNATE ALIGNMENT). ADJUST
SILT FENCE AT THE INTERSECTION OF THE CHANNEL AND EXISTING GRAVEL DRIVE
RUNNING FROM THE MAIN LOT TO THE WESTERN STAGING AREA AS NEEDED. DO NOT
INSTALL SILT FENCE ACROSS DRAINAGE CHANNEL.
TIDAL WETLAND COMPLETION:
12. IF TIDAL WETLAND AND CREEK CONSTRUCTION IS COMPLETE (FINAL GRADED AND
PLANTED) WHILE OTHER WORK CONTINUES AT THE SITE, SILT FENCE MAY BE
INSTALLED AROUNG THE PERIMETER OF THE WETLAND AND REMOVED FROM WITHIN
THE WETLAND AS SHOWN IN THE PLANS.
GENERAL TIDAL WETLAND, TIDAL CREEK, AND LIVING SHORELINE:
13. CONSTRUCT THE TIDAL MARSH, CREEK AND LIVING SHORELINE IN THE COOL SEASON
MONTHS BETWEEN SEPTEMBER 30TH AND FEBRUARY 1ST SO NOT TO DISRUPT THE
ANADRAMOUS FISH SPAWNING SEASON.
14. AVOID WORKING IN LOW LYING AREAS WHILE FLOODED BY THE RIVER.
15. USE "MUD MATS" AS NEEDED WHEN WORKING IN WET CONDITIONS TO MINIMIZE
EROSION FROM EQUIPMENT OPERATION.
16. TIDAL/RIVER FLOODING OF THE TIDAL MARSH, TIDAL CREEK AND LIVING SHORELINE
AREAS SHOULD NORMALLY BE NON -EROSIVE, HOWEVER MORE INTENSE STORM
EVENTS COULD RESULT IN EROSIVE FLOWS FROM ONSITE RUNOFF IN THE TIDAL CREEK
WHILE UNDER CONSTRUCTION. IF A LARGE STORM IS ANTICIPATED WHILE
CONSTRUCTION OF THE TIDAL CREEK IS UNDERWAY, TAKE MEASURES TO STABILIZE
THE CREEK, INCLUDING INSTALLING COIR MATTING PER THE PLANS.
17. TIME CONSTRUCTION OF THE TIDAL MARSH, TIDAL CREEK AND LIVING SHORELINE
AREAS SO THAT THEY MAY BE VEGETATED UPON COMPLETION AS DETAILED IN THE
PLANTING PLAN.
GENERAL EROSION CONTROL REQUIREMENTS DURING CONSTRUCTION:
18. FOLLOW THE GROUND STABILIZATION AND OTHER REQUIREMENTS IN THE NCG01
PERMIT DOCUMENTATION INCLUDED IN THE EROSION CONTROL DETAILS.
19. MINIMIZE DISTURBANCE WITHIN THE SITE OUTSIDE OF AREAS WHERE CONSTRUCTION
WORK HAS BEGUN.
20. USE GEOTEXTILE SEDIMENT COLLECTION BAGS WHEN PUMPING TO DEWATER WORK
AREAS OR PUMP INTO THE CENTRAL SEDIMENT BASIN.
3 I 4
CONSTRUCTION COMPLETION:
21. REFER TO THE LANDSCAPING/PLANTING PLANS FOR STABILIZATION REQUIREMENTS.
22. AT CONSTRUCTION COMPLETION, ENSURE THAT THE SITE IS FREE OF TRASH,
EQUIPMENT AND STOCKPILED MATERIALS.
23. ENSURE THAT ALL PERMANENT RIPRAP AREAS ARE FREE OF SEDIMENT FROM
CONSTRUCTION ALONG WITH ALL PERMANENT DRAINAGE CONVEYANCES INCLUDING
THE NCDOT ROADSIDE DRAINAGE DITCH.
24. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES FOLLOWING THE
COMPLETION OF CONSTRUCTION.
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
5 6
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INDEX: 37 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

E
❑E
F
0
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
f.,NORTH CAROLI NA
Environmental Quality
E
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
.
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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Reference No. o
CE002
a
INDEX: 38 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
❑C
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
M
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
-,, NORTH CARLINA
�> 'I Enviranmental Quality
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SANDBAGS RTYP.)
OR STAPLES
SLIT FENCE\vl�-�-� SANDBAGS �.)
� I OR STAPLES
<T,�
0
r�
CLEARLY NARK® SIGNAGE
NOTING DEVICE Q9nM4' IIV
ASFOUT
ELAN
SECTION A -A
L ACTIUAL LOCATION DETERMINED IN FIELD
P. THE CONCRETE WASHOUT STRUCTURES ES SMALL
DE K04TATIED WHEN THE I == MWOt
SOLID REACHES 75X RF THE STRUCTURES
3CO4CRETE WASHOUT STRUCTURE NEEDS TO DE
CLEARY HAWED WITH SILAGE NOTING DEVICE.
::H .D : :34
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APLES
MIL
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CLEARLY MARKED SDGNAGE
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NOTING DEVICE QGW4' NK)
P. THE CONCRETE VASHOUT
ASHOur
STRUCTURES SMALL DE MARNTAI ED
WHO THE LIQI31 ANDAIR SO m
REACHES 73X Or THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A NDM41M
ELAN
1E INCHES OF FREEBOARD.
3XORCRETE VASH OW STRUCTURE
NEEDS TO DE CLEA RY MARKED VITH
SILAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
MOT TO SCALE
STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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Reference No. o
CE003
a
INDEX: 39 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
TURBIDITY BARRIER,
TYP, SEE SHEET CE503
01 �uoo�0
♦ S�oY j �— ja L
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MARSH AREA
SILT FENCE —
t /L INSTALLATION
----�� _
k 8' CHAIN
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CONSTRUCTION ENTRANCE, TYP,
SEE NOTE 4, SEE SHEET CE501
KInTr_:C
1. CONTRACTOR SHALL PRESENT PLAN TO OWNER BEFORE EACH
PHASE AND OBTAIN APPROVAL BEFORE SEDIMENT AND EROSION
CONTROL PROTECTION IS PUT IN PLACE.
GRASS
L
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SEE NOTE 5
CL. L.0 , I T r-, Or= IVU 1 C L I-,UL V Cr[ 1 J, 1 T
2. SEE SHEETS CE001 THRU CE003 FOR EROSION AND SEDIMENT
CONTROL NOTES AND SHEETS CE501 THRU CE503 FOR EROSION AND
SEDIMENT CONTROL DETAILS.,
3. ROCK CHECK DAMS SHALL BE INSTALL WITH ENTRANCE CULVERT
AND ROADSIDE DITCH CONSTRUCTION.
4. IF TIDAL CREEK WETLAND AND CREEK ARE GRADED AND PLANTED
WHILE OTHER WORK CONTINUES ON SITE. CONTRACTOR MAY
A INSTALL SILT FENCE AT THE PERIMETER OF THE TIDAL WETLANDS
AND REMOVE SILT FENCING FROM AROUND THE TIDAL CREEK.
5. CONTRACTOR MAY SELECT LOCATION(S) OF CONSTRUCTION
ENTRANCES AND MOVE LOCATIONS AS NEEDED. ENSURE AT LEAST
ONE ENTRANCE AVAILABLE AND ACCESSIBLE FOR VISITOR CARS AND
BUSES. ENSURE ALL CONSTRUCTION TRAFFIC USES ROCK LINED
CONSTRUCTION ENTRANCES.
1
6. INSTALL RIPRAP POOL AND DRAINAGE CHANNEL AT THE TIME OF
SEDIMENT BASIN INSTALLATION. CONTRACTOR MAY CONSTRUCT
TEMPORARY CHANNEL WITH DIFFERENT ALIGNMENT. INSTALL SILT
FENCE ALONG CHANNEL ALIGNMENT AS SHOWN. LINE
TEMPORARY/PERMANENT CHANNEL BOTTOM AND SIDES WITH 700
g/m2 COIR MATTING. ALTERNATE TEMPORARY CHANNEL SHALL USE
SAME CROSS SECTION AS PERMANENT CHANNEL.
7. CONTRACTOR MAY TEMPORARILY ELEVATE GRAVEL DRIVE AND
INSTALL TEMPORARY CULVERT AS NEEDED FOR IMPROVED SITE
ACCESS DURING HIGHER TIDES. MINIMUM PIPE DIAMETER SHALL BE
24 INCHES, INSTALL TEMPORARY RIPRAP SCOUR PROTECTION EACH
END.
8. ADJUST SILT FENCE IN THIS AREA BASED UPON CONSTRUCTION
NEEDS. DO NOT INSTALL SILT FENCE ACROSS DRAINAGE CHANNEL.
MAINTAIN SILT FENCE PROTECTION THROUGHOUT CONSTRUCTION.
9. CONTRACTOR MAY REMOVE MINIMAL LIVE OAKS AS NEEDED TO
ACCESS STAGING AREA AFTER OWNER APPROVAL.
2 I 3
LEGEND
SF
SILT FENCE
SSF
SUPER SILT FENCE
TB
TURBIDITY BARRIER
----LOD—
LIMITS OF DISTURBANCE
0
INLET PROTECTION
TREE PROTECTION
SAFETY FENCE
SILT FENCE OVERFLOW
TOTAL DISTURBED AREA = 11.0± ACRES
4
5
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SCALE: 1 "=50'
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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CE101
INDEX: 40 OF 89
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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USE GEOTEXTILE A MINIMUM OF
GEOTEXTILE —��
� N
36" IN WIDTH AND FASTEN ADEQUATELY
Q
TO THE POSTS AND WIRE AS DIRECTED.
COMPACTED FILL
0 >_
z
USE WIRE A MINIMUM OF 32"
F- Q<
IN WIDTH AND WITH A MINIMUM
O
OF 5 LINE WIRES WITH 12" VERTICALCL
SPACING.
I I I I 8 II- I I E 11-1 I I
W
PROVIDE 5'-0" STEEL POST OF
-1 -I I
Q
p H
THE SELF -FASTENER ANGLE STEEL
+L
Cr
TYPE.
4„ STEEL POST - 2'-0" DEPTH
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
SHEET 1 OF 1
1605.01
GEOTEXTILE FOR
DRAINAGE NOTES
SEDIMENT CONTROL STONE
STRUCTURAL ST(
1' MIN
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
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PROVIDE STABILIZED OUTLET TO STREAM BANK.
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
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STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
AND SECURE WITH PLASTIC TIES AT POSTS
AND ON WIRE EVERY 12"
9 GAUGE MIN HIGH
TENSION WIRE STRAND
SHALL BE SECURED -
TO POST TO SUPPORT
BAFFLE MATERIAL
„
„
„
BAFFLE MATERIAL
NOTES:
1. INSTALL THREE(3) COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
DAMS AT DRAINAGE OUTLETS WITH A
SPACING OF 1/4 THE BASIN LENGTH.
2. TWO(2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF SPILLWAY
ELEVATION.
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NOTES
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BANKFU L FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM, WITHOUT OVER TOPPING. 1645.011
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
1 2 3 4 5 6
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■MEN
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BATTLESHIP
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CAROLINA
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Sheet
Reference No.
C E501
INDEX: 41 OF 89
J
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

E
FLOAT
FLEXII
HOSE
LJ
r l n A T
Ft
K
m
WATER ENTRY UNIT
W/TRASH SCREEN
ORIFICE OPENING INSIDE
THE HORIZONTAL TUBE
WITH A CONSTANT
HYDRAULIC HEAD
SCHEDULE 40
PVC PIPE
TOP VIEW
"^ 1 ir"1 I PIPE
END VIEW
vvr, i L-r� ENTRY UNIT
Z_1:49:1210121J /_1:1►11L1►VA 121011
EMERGENCY SPILLWAY
GRATE
OUTLET PIPE
STORM WATER
DISCHARGE OPENING
FLEXIBLE HOSE MUST BE SECURELY
FASTENED TO THE WATER QUALITY
DISCHARGE OPENING
SCHEDULE 40 PVC PIPE
PVC VENT PIPE
FLOAT
FLEXIBLE
= HOSE
I— MAINTAIN DEPRESSION TO
MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
NOTE: - - - -
LENGTH SHALL BE 1.4 TIMES
THE DEPTH TO OVERFLOW.
SIDE VIEW
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND
DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND
DRAINS IN CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE
REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION
PROTECTION INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT
AND AT THE DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A
CORRECT MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW
SHEET, CUT SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
C1 SKIMMER DETAIL
CE101 SCALE: NTS
NOTE:
THE CRITICAL ROOT ZONE (CRZ) OF A TREE
IS WHERE THE MAJORITY OF A TREE'S ROOTS
LAY. 85% OF MOST TREE ROOTS ARE FOUND
IN THE TOP 24" OF THE Snit Alvin CI IPPI Y
THE MAJORITY OF NUTRIEN-
GENERALLY, ROOTS SPREAD
HEIGHT OF THE TREE.
i
3' MIN
NOTE:
CROWN OF THE TREE IS NEEDED FOR LEAF
GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND AND SOFTEN NOISE.
DO NOT DISFIGURE CROWN WITH
,FETY FENCE
SILT FENCE
NOTES:
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER
SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR
LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL
COMPACTION IN THIS ZONE.
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN
TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A
REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY.
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE
OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO
VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR
EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH
LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED.
CONTRACTOR SHALL REPAIR DAMAGE TO TREES.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP
WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED
ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR
3 YRS FOR TREE MITIGATION.
C4
CE101
TREE PROTECTION DETAIL
SCALE: NTS
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
E
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DEP—TM ENTOF
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032731
(31
SEAL
Sheet
h
Reference No.
o
C E502
a
INDEX: 42 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

m
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❑C
F
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MATERIALS:
1. TURBIDITY CURTAIN BARRIERS SHALL BE ORANGE IN COLOR IN ORDER TO ATTRACT THE ATTENTION OF NEARBY
BOATERS.
2. THE TURBIDITY CURTAIN FABRIC SHALL MEET THE MINIMUM REQUIREMENTS NOTED IN TABLE 1 ON THIS DRAWING.
3. SEAMS IN THE TURBIDITY CURTAIN FABRIC SHALL BE EITHER VULCANIZE WELDED OR SEWN, AND SHALL DEVELOP
THE FULL STRENGTH OF THE FABRIC.
4. FLOATATION DEVICES SHALL BE FLEXIBLE, BUOYANT UNITS CONTAINED IN AN INDIVIDUAL FLOTATION SLEEVE OR
COLLAR ATTACHED TO THE CURTAIN. BUOYANCY PROVIDED BY THE FLOATATION UNITS SHALL BE SUFFICIENT TO
SUPPORT THE WEIGHT OF THE CURRENT AND MAINTAIN A FREEBOARD OF AT LEAST 3 INCHES ABOVE THE WATER
SURFACE LEVEL AS INDICATED IN THE TURBIDITY CURTAIN DETAIL ON THIS DRAWING.
5. LOAD LINES MUST BE FABRICATED INTO THE TOP AND BOTTOM OF ALL FLOATING TURBIDITY CURTAINS. THE TOP
LOAD LINE SHALL CONSIST OF WOVEN WEBBING OR VINYL -SHEATHED STEEL CABLE AND SHALL HAVE A BREAK
STRENGTH IN EXCESS OF 10,000 POUNDS. THE SUPPLEMENTAL (BOTTOM) LOAD LINE SHALL CONSIST OF A CHAIN
INCORPORATED INTO THE BOTTOM HEM OF THE CURTAIN OF SUFFICIENT WEIGHT TO SERVE AS BALLAST TO HOLD
THE CURTAIN IN A VERTICAL POSITION. ADDITIONAL ANCHORAGE SHALL BE PROVIDED AS NECESSARY. THE LOAD
LINES SHALL HAVE SUITABLE CONNECTING DEVICES WHICH DEVELOP THE FULL BREAKING STRENGTH FOR
CONNECTING TO LOAD LINES IN ADJACENT SECTIONS (SEE TURBIDITY CURTAIN DETAIL ON THIS DRAWING).
6. BOTTOM ANCHORS ARE REQUIRED. BOTTOM ANCHORS MUST BE SUFFICIENT TO HOLD THE CURTAIN IN THE SAME
POSITION RELATIVE TO THE BOTTOM OF THE WATERCOURSE WITHOUT INTERFERING WITH THE ACTION OF THE
CURTAIN. THE ANCHOR MAY DIG INTO THE BOTTOM (GRAPPLING HOOK, PLOW, OR FLUKE TYPE) OR MAY BE
WEIGHTED (MUSHROOM TYPE), AND SHOULD BE ATTACHED TO A FLOATING ANCHOR BUOY VIA AN ANCHOR LINE.
THE ANCHOR LINE WOULD THEN RUN FROM THE BUOY TO THE TOP LOAD LINE OF THE CURTAIN. THESE LINES MUST
CONTAIN ENOUGH SLACK TO ALLOW THE BUOY AND CURTAIN TO FLOAT FREELY WITH A WATER SURFACE
ELEVATION INCREASE FROM THE MEAN LOWER LOW WATER (MLLW) ELEVATION TO THE MEAN HIGHER HIGH WATER
(MHHW) ELEVATION WITHOUT PULLING THE BUOY OR CURTAIN DOWN. THESE LINES MUST BE CHECKED REGULARLY
TO MAKE SURE THEY DO NOT BECOME ENTANGLED WITH DEBRIS. ANCHOR SPACING WILL VARY WITH CURRENT
VELOCITY AND POTENTIAL WIND AND WAVE ACTION, THEREFORE THE MANUFACTURER'S RECOMMENDATIONS
SHOULD BE FOLLOWED. SEE ORIENTATION OF EXTERNAL ANCHORS AND ANCHOR BUOYS AS SHOWN IN FIGURE 1 ON
THIS DRAWING FOR INSTALLATION.
INSTALLATION:
1. THE CURTAIN SHOULD NOT TOUCH THE BOTTOM UNDER STANDARD CONDITIONS. A MINIMUM 1 FOOT "GAP" SHOULD
EXIST BETWEEN THE WEIGHTED LOWER END OF THE SKIRT AND THE BOTTOM AT MLLW. MOVEMENT OF THE LOWER
SKIRT OVER THE BOTTOM DUE TO CURRENT OR ELEVATION FLUCTUATION ON THE FLOTATION SYSTEM MAY FAN
AND STIR SEDIMENTS ALREADY SETTLED OUT.
2. TURBIDITY CURTAINS SHOULD BE LOCATED PARALLEL TO THE DIRECTION OF FLOW OF A MOVING BODY OF WATER.
TURBIDITY CURTAIN SHOULD NOT BE PLACED ACROSS THE MAIN FLOW OF A SIGNIFICANT BODY OF MOVING WATER.
3. WHEN SIZING THE LENGTH OF A FLOATING CURTAIN, ALLOW AN ADDITIONAL 10 TO 20 PERCENT VARIANCE TO
STRAIGHT LINE MEASUREMENTS. THIS WILL ALLOW FOR MEASURING ERRORS, MAKE INSTALLING EASIER AND
REDUCE STRESS FROM POTENTIAL WAVE ACTION DURING HIGH WINDS.
4. AN ATTEMPT SHOULD BE MADE TO AVOID AN EXCESSIVE AMOUNT OF JOINTS IN THE CURTAIN. A MINIMUM
CONTINUOUS SPAN OF 50 FEET BETWEEN JOINTS IS REQUIRED.
5. FOR STABILITY REASONS, A MAXIMUM SPAN OF 100 FEET BETWEEN JOINTS (ANCHOR OR STAKE LOCATIONS) IS
REQUIRED. IF SPACINGS EXCEEDING THIS ARE ALLOWED BY THE MANUFACTURER, DATA SHALL BE SUBMITTED FOR
REVIEW.
6. THE ENDS OF THE CURTAIN (BOTH FLOATING UPPER AND WEIGHTED LOWER) SHOULD EXTEND WELL UNDER THE
EXISTING STRUCTURE TO BE REMOVED. THE ENDS SHOULD BE SECURED FIRMLY TO FULLY ENCLOSE THE AREA
WHERE SEDIMENT MAY ENTER THE WATER.
7. TYPICAL ALIGNMENTS OF TURBIDITY CURTAINS CAN BE SEEN IN FIGURE 2 ON THIS DRAWING. THE NUMBER AND
SPACING OF EXTERNAL ANCHORS MAY VARY DEPENDING ON CURRENT VELOCITIES AND POTENTIAL WIND AND
WAKE ACTION. THE MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED.
8. IN RIVERS OR IN OTHER MOVING WATER, IT IS IMPORTANT TO SET ALL THE CURTAIN ANCHOR POINTS. CARE MUST
BE TAKEN TO ENSURE THAT ANCHOR POINTS ARE OF SUFFICIENT HOLDING POWER TO RETAIN THE CURTAIN UNDER
THE EXISTING CURRENT CONDITIONS, PRIOR TO PUTTING THE FURLED CURTAIN INTO THE WATER. AGAIN, ANCHOR
BUOYS SHOULD BE EMPLOYED ON ALL ANCHORS TO PREVENT THE CURRENT FROM SUBMERGING THE FLOTATION
AT THE ANCHOR POINTS.
9. WHEN THE ANCHORS ARE SECURE, THE FURLED CURTAIN SHOULD BE SECURED TO THE UPSTREAM ANCHOR POINT
AND THEN SEQUENTIALLY ATTACHED TO EACH NEXT DOWNSTREAM ANCHOR POINT UNTIL THE ENTIRE CURTAIN IS IN
POSITION. AT THIS POINT, AND BEFORE UNFURLING, THE "LAY" OF THE CURTAIN SHOULD BE ASSESSED AND ANY
NECESSARY ADJUSTMENTS MADE TO THE ANCHORS. FINALLY, WHEN THE LOCATION IS ASCERTAINED TO BE AS
DESIRED, THE FURLING LINES SHOULD BE CUT TO ALLOW THE SKIRT TO DROP.
10. ALWAYS ATTACH ANCHOR LINES TO THE FLOATATION DEVICE, NOT TO THE BOTTOM OF THE CURTAIN. THE
ANCHORING LINE ATTACHED TO THE FLOATATION DEVICE ON THE DOWNSTREAM SIDE WILL PROVIDE SUPPORT FOR
THE CURTAIN. ATTACHING THE ANCHORS TO THE BOTTOM OF THE CURTAIN COULD CAUSE PREMATURE FAILURE OF
THE CURTAIN DUE TO THE STRESSES IMPARTED ON THE MIDDLE SECTION OF THE CURTAIN.
REMOVAL:
1. CARE SHOULD BE TAKEN TO PROTECT THE SKIRT FROM DAMAGE AS THE TURBIDITY CURTAIN IS DRAGGED FROM
THE WATER.
2. IF THE CURTAIN IS TO BE REUSED AT THE SITE, THE AREA SELECTED TO BRING THE CURTAIN ASHORE SHOULD BE
FREE OF SHARP ROCKS, BROKEN CEMENT, DEBRIS, ETC SO AS TO MINIMIZE DAMAGE WHEN HAULING THE CURTAIN.
ANY DAMAGE TO THE CURTAIN SHALL BE REPAIRED AS SPECIFIED.
3. IF THE CURTAIN HAS A DEEP SKIRT, IT CAN BE FURTHER PROTECTED BY RUNNING A SMALL BOAT ALONG ITS LENGTH
WITH A CREW INSTALLING FURLING LINES BEFORE ATTEMPTING TO REMOVE THE CURTAIN FROM THE WATER.
1 1 2
MAINTENANCE:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE TURBIDITY CURTAIN FOR THE DURATION OF
THE PROJECT IN ORDER TO ENSURE THE CONTINUOUS PROTECTION OF THE WATERWAY.
2. SHOULD REPAIRS TO THE GEOTEXTILE FABRIC BECOME NECESSARY, REPAIR KITS AVAILABLE FROM THE ORIGINAL
MANUFACTURER SHALL BE USED. MANUFACTURER'S INSTRUCTIONS MUST BE FOLLOWED TO ENSURE THE
ADEQUACY OF THE REPAIR.
3. WHEN THE CURTAIN IS NO LONGER REQUIRED, THE CURTAIN AND RELATED COMPONENTS SHALL BE REMOVED IN
SUCH A MANNER AS TO MINIMIZE TURBIDITY. REMAINING SEDIMENT SHALL BE SUFFICIENTLY SETTLED BEFORE
REMOVING THE CURTAIN.
22 OZ. NYLON PVC SLOT
REINFORCED STRESS CONNECTOR FLOATATION
VINYL F
BAND, TYP �
VINYL COATED CABLE (ON
BOTH SIDES OF CURTAIN
TO REDUCE STRAIN), TYP
SAFETY HOOK
AUTOMATIC FLASHING LIGHT (ON
AT DUSK/OFF AT DAWN) @ 100'
O.C. MAX SHALL BE USED IN
NAVIGABLE CHANNELS ONLY, TYP
3
STANDARD CONTAINMENT
SYSTEMS LIGHT BUOY, TYP
� CHAIN
LAP LINK, TYP
STRESS PLATE, TYP
TURBIDITY CURTAIN DETAIL
NOTE:
ANCHORING WITH BUOYS, AS SHOWN, REMOVES ALL
VERTICAL FORCES FROM THE CURTAIN. HENCE, THE
CURTAIN WILL NOT SINK FROM WIND OR CURRENT
LOADS. FINAL CONFIGURATION AND DETAILS AS
RECOMMENDED BY MANUFACTURER.
r-- ATTACH LINES TO SHACKLE
BUOY, TYP
WATER SURFACE
ANCHOR, TYP (AS
RECOMMENDED BY
THE MANUFACTURER)
IdV121:142191
TURBIDITY
CURTAIN
FIGURE 1 - SECTION
RIVER BARRIER MOVEMENT DUE TO
FLOW WIND & RAINFALL, TYP
PROPOSED DEMOLITION/
fIF CONSTRUCTION AREA
ANCHOR & ANCHOR
BUOY, TYP
I
I
I
I
I
\
I
I
* DISTANCE SHOWN IS VARIABLE AND SHOULD BE IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
FIGURE 2 - PLAN
4
ANCHOR
POINT, TYP
TABLE 1 - FABRIC PROPERTIES
PHYSICAL PROPERTY
REQUIREMENT
THICKNESS (MILS)
45
WEIGHT (OZ./SY)
22
TENSILE STRENGTH (LB)
300
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LP106.
3. FOR STRUCTURAL PLANS, SEE CS101 THRU
CS106.
LEGEND
LOW MARSH TIDAL
WETLAND PLANTS
HIGH MARSH TIDAL
WETLAND PLANTS
UPLAND TRANSITION PLANTS
Lt
+++t++t++t++-,t GROUNDCOVER MIX
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Reference No.
CG101
INDEX: 44 OF 89
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2. TREES AND PLANTS NOT SHOWN FOR CLARITY.
FOR LANDSCAPE PLANS, SEE LP101 THRU
LP106.
3. FOR STRUCTURAL PLANS, SEE CS101 THRU
CS106.
4. FOR LAYOUT AND CONTROL POINTS, SEE
SHEETS CS101 THRU CS106 .
LEGEND
., CONCRETE
ASPHALT
GRAVEL
-- UE- UNDERGROUND ELECTRIC
OE- OVERHEAD ELECTRIC
-- C- UNDERGROUND COMMUNICATION
- T - TELEPHONE LINE
FO- FIBER OPTIC
-- W- WATER LINE
- - - - -
EXIST. TOPOGRAPHIC CONTOUR
MAJOR TOPOGRAPHIC CONTOUR
- -
- - - - -
MINOR TOPOGRAPHIC CONTOUR
INTERMEDIATE
TOPOGRAPHIC CONTOUR
UTILITY POWER POLE
0
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}�
WALKWAY LIGHTING LUMINAIRES
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6
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Reference No.
CG 101 A
INDEX: 45 OF 89
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L9
1. FOR ELECTRICAL PLANS, SEE E-101 THRU E-106
I I
1 2. TREES AND PLANTS NOT SHOWN FOR CLARITY.
FOR LANDSCAPE PLANS, SEE LP101 THRU
LP106.
\ i 3. FOR LAYOUT AND CONTROL POINTS, SEE
SHEETS CS101 THRU CS106 .
BATTLESHIP NORTH CAROLINA
I I LEGEND
CONCRETE
I I
I I
ASPHALT
1 EXIST. COFFER DAM 1
I I
SHIP DECK
ANCHOR TOP OF SLOPE
1 / - - - - - - - - - - -
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SITE LIGHTING LUMINAIRES
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CG 102
INDEX: 46 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

NOTES
1. FOR ELECTRICAL PLANS, SEE E-101 THRU E-106
-n
m 2. TREES AND PLANTS NOT SHOWN FOR CLARITY.
nn
FOR LANDSCAPE PLANS, SEE LP101 THRU
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3
4 I 5
LEGEND
A'•... j
CONCRETE
ASPHALT
GRAVEL
-- UE— UNDERGROUND ELECTRIC
OE— OVERHEAD ELECTRIC
-- C— UNDERGROUND COMMUNICATION
— T TELEPHONE LINE
FO— FIBER OPTIC
-- W— WATER LINE
— — — EXIST. TOPOGRAPHIC CONTOUR
MAJOR TOPOGRAPHIC CONTOUR
— — — — — MINOR TOPOGRAPHIC CONTOUR
INTERMEDIATE
TOPOGRAPHIC CONTOUR
0
UTILITY POWER POLE
0
ELECTRICAL QUAZITE CABINET
X
WALKWAY LIGHTING LUMINAIRES
ISITE
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20' 0' 20' 40'
SCALE: 1 "=20'
CD SUBMITTAL
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LP106.
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LEGEND
•� CONCRETE
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GRAVEL
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MEN
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SHEETS CS101 THRU CS106 .
LEGEND
• • CONCRETE
ASPHALT
GRAVEL
-- UE—
UNDERGROUND ELECTRIC
OE—
OVERHEAD ELECTRIC
-- C—
UNDERGROUND COMMUNICATION
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TELEPHONE LINE
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SHEETS CS101 THRU CS106 .
LEGEND
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LEGEND
• CONCRETE
ASPHALT
F— GRAVEL
-- UE— UNDERGROUND ELECTRIC
OE— OVERHEAD ELECTRIC
-- C— UNDERGROUND COMMUNICATION
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SURFACE
OVERFLOW
PARKING LOT
141'-0"
WALKWAY
SLR
2
46'-7 1 /8"
,17114"X TIAAQCID of-%Ann1A1A1 v
C1 TYPICAL SECTION
CG102 SCALE:1/4"=1'-0"
CG105
WIDTH VARIES WIDTH VARIES
UPLAND TRANSITION
HIGH MARSH
TIDAL WETLAND
3
CG1
WIDTH VARIES
LOW MARSH TIDAL WETLAND
15'-0"±
TIDAL
CREEK
EL VARIES: 0.0 TO 0.8
EL VARIES: -0.9 TO -1.70
TIDAL CREEK TYPICAL SECTION
SCALE: NTS
4
108'-6"±
WALKWAY
RETAINING
-YP
VALL, TYP
18'-0"±
PARKING
SPACE
24'-0"±
DRIVING LANE
SLOP
RIPRAP 12" DEEP TO
BOTTOM OF POOL —
ENERGY DISSIPATION POND END WALL AND
EL VARIES: -2.5 TO -0.9 FLAP GATE VALVE
5
CONC CURB &
GUTTER, TYP
GRADE TO
EXISTING
SURFACE
3•�
WIDTH VARIES
UPLAND TRANSITION
MAIN PARKING LOT
OUTLET PIPE
4'-0" 0'-01, 4'-0" 8'-0"
SCALE: 1 /4"= V-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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SEAL
Sheet
Reference No.
CG301
INDEX: 52 OF 89
L
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
u
RETAINING'
PLANTED AF
36" FLAP GATE
ENERGY DISSIPATION
POOL EL -2.5'
D1
CG102
CG1
WETLAND SWALE TYPICAL SECTION
SCALE: 1/4"=1'-0"
ENDWALL PER NCDOT
STD. 838.80, SEE SHEET CS502
TO TIDAL CREEK
EL -0.5 -
EL -0.9' \
\/ INVERT EL. 0.0'
nn" rI A r% /1 A Tr
1
J
FRONT VIEW
Al
CG302
rKIr-%ln'ALL
36" FLAP
EL 6.5'
78 LF CLASS V 30" O-RING RCP @ 1.28%
24'-0" DRIVE
:URB & GUTTER, TYP
ASPHALT PAVEMENT, TYP
RETAINING WALL
LOCATION
EXISTING GRADE TO
BE REMOVED, TYP -
CG10
n `L
0 MHW 1.83±
0 MLW -2.44±
D5
CG101
VARIES
35'-0" TO 85-0"
EL 2.75±
.r:
NATIVE PLANTS, TYP
NOTE:
SLOPE VARIES BETWEEN 16H:1V AND 7H:1V.
LIVING SHORELINE TYPICAL SECTION
SCALE: NTS
STORMWATER WETLAND
VEGETATION, 12" MIN
COVER OVER PIPE
OUTLET STRUCTURE,
SEE SHEET CS506
ALUMINUM TRASH RACK
OVERFLOW @ EL 2.9'
NORMAL WATER
SURFACE EL 2.5'
it r i. P'•+. .r. .. .'.. i.:i iD. p: 'D., ....e e .•Y .T r•.'
.p rpi
♦
y
°I f°
p.
w.
.. a ..;' :• .. .
\ \ \ 7 WATER QUALITY
CONCRETE PIPE COLLAR \/ \ \ \ / DRAWDOWN DEVICE
INVERT EL 1.0'
INTENANCE DRAIN
\//�/�/�///\/\
//\//� AND VALVE NOT
CONCRETE CRADLE, SEE SHEET CS506 WRAP EACH RCP JOINT IN 8-OZ i , ///\ /\ /\/�/�/SHOWN FOR CLARITY
NON -WOVEN GEOTEXTILE
SECTION
TIDAL CREEK DISCHARGE WITH 36 INCH FLAP GATE
SCALE: NTS
B1
CG102
Klr`" VALL
30" 0 RCP
WETLAND OUTLET STRUCTURE SECTION
SCALE: 1 /4"=1'-0"
4'-0" 0'-0" 4'-0" 8'-0"
SCALE: 1 /4"= V-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
3 4 5 6
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1 v
N
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Sheet
Reference No.
o
CG302
G
INDEX: 53 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

0
IE
L
SHIP
ANCHOR
DECK �
-L►1tL � _� '—
CONCRETE
Bl
-�L — —
- PAVEMENT, SEE-Jjj CS504
- r
_ v RJM=4.14' II .. •... ,: .A
INViN)=-1.82' 4
. ...
DECK
TOP OF SLOPE
VISITOR'S
('ENTER
MOTORCYCLE
PARKING
ONLY (4 TOTAL Al
AREAS), TYP, SEE
CM501
— _ — �L =
1.1611
2'CO RE
TEW /�L
EPNL
-
vCONCRETE
�+
A3 \v� .a''; y LP
jUl
i vCONCRETE SIDEWALK
PAVEMENT, SEE
U
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y !•'. .:
CS504Q- ::.:°,
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y W
x
WELL n
--
- ---- --
-
W = : '•.
'�"'
DRIVE AISLE ASPHALT B3
PAVEMENT TYP SEE
DE
Kin-rCC
1. PARKING LOT ISLAND RADII AREA 3-FEET
UNLESS OTHERWISE NOTED.
2. PARKING LOT STRAIGHT ARROWS MAY BE 36"
TO 48" LONG. OTHER DIRECTIONAL ARROWS
SHALL BE COMPARABLE SIZE TO THE
STRAIGHT ARROWS.
3. PARKING STRIPES ARE REPRESENTATIVE TO
�UGEI DELINEATE PARKING. STRIPING SHALL NOT BE
DONE ON GRAVEL PARKING, SEE B5/CM501
LEGEND
V� ,I, .�. •i• -q---x--,q r• c-��cd=�z-t--• +r, '=-�Y i-z--,-- ���� -- - T r • r '• ..
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13 . 1!
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HANDICAP
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PARKING
TYP, SEE Al
TYP, SEE Al
CM501
CS504
14
14
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d
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_
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TYP, SEE
—
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64
_ CS504
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6'-0"
14
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63'-0"
135'-0"
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SIGN
-
CS504
CS504
W W
v
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CONC DRIVEWAY
USS NORTH CAROLINA ROAD
�j D3
PAVEMENT, TYP, SEE
Q.
ROAD ENDS
CS5o4
300FEET
— — — — — — — — — — — — — — ---------------------
— — — —
— — — —
— — — — — — — — — —
,0
GW GWGW
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-- -- -- -- -- -- -- -
APPROXIMATE R/W
__
%—
-
APPROXIMATE
1
2
3
4
5
OPARKING SPACE COUNT
# DESIGNATOR (BY ROW)
CONCRETE
GRAVEL
ASPHALT
MARSH TIDAL
WETLAND PLANTS
HIGH MARSH TIDAL
- � = WETLAND PLANTS
UPLAND TRANSITION PLANTS
+ + + + GROUNDCOVER MIX
TIDAL CREEK
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-- RIGHT OF WAY
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SCALE: 1 "=30'
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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29483 -
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Sheet
Reference No.
CM101
INDEX: 54 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
END BOUNDARY CURB AND WIDEN
WALKWAY 9" ADJACENT TO
GRAVEL LOT, PROVIDE EXPANSION
JOINT AT JUNCTION BETWEEN
CURB AND WALKWAY, TYP.
6" GEOWEB PARKING SURFACE
WITH GRAVEL INFILL
STRIPING SHOWN FOR CLARITY,
BUT NO STRIPING WILL BE
INCLUDED. PARKING STOPS
WILL MARK SPACE LOCATIONS. -
9'-0" WIDTH TYP, SEE
TABLE 5.1.4.13 ON CM501
72" PARKING STOP, TYP.
9" BY 12" CONCRETE 63\
BOUNDARY CURB, SEE CM102
EXTEND GRAVEL INFILL 12"
BEYOND EDGE OF PARKING
SPACE ADJACENT TO PLANTED
AREAS, TYP.
TOPSOIL INFILL IN THESE
AREAS. PLANT SPARTINA
PATENS ON 18-INCH SPACING.
CUT SEPARATION FABRIC AT A3
EACH PLANT LOCATION, SEE cM1o2
GRASS
1
Cl'
CM 102
Al
CM 102
d c °
a
..°a n
.. .. .. a' °c° d '
° d a. ° ' 4.
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12" LIV nA���-
19'-0" 16'-0" 19'-0"
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0
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00
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19'-0' 16'-0" 19'-01,
1 ///
I \� 1111/
O
0
N
1: 1
OVERFLOW PARKING LOT STRIPING PLAN
SCALE: 1 "=20'
TYPICAL LOAD SUPPORT STRUCTURE ISOMETRIC
SCALE: NTS
t
1" #78 STONE
SURFACE MATERIAL
6" PERFORATED
GEOWEB
#57 STONE INFILL
#57 STONE SUBBASE
(WHERE NEEDED)
GEOTEXTILE
SUBGRADE
(DO NOT COMPACT)
3
'B3'
CM 102
A3
CM102
9" DEEP x 12" WIDE
BOUNDARY CURB
WHERE SHOWN
D.0. 0.0. 0.0. o.
D.00.006" GEOWEB SECTION
D.o:o.r #57 STONE INFILL #57 STONE
#57 STONE SUBBASE
D.b o.b o.b o.c
AS NEEDED TO REACH
O.o .
D° °O
FINAL GRADE
GEOTEXTILE
UNCOMPACTED SUBGRADE
OVERFLOW PARKING AREAS
SCALE: N.T.S.
GEOWEB SECTION
TOPSOIL INFILL IN
PLANTED ISLANDS
UNCOMPACTED SUBGRADE
NOTES:
1. DO NOT COMPACT SUBGRADE.
2. IF SUBGRADE SOILS ARE UNACCEPTABLE, THE SOILS SHALL
BE REMOVED AND REPLACED AS DIRECTED BY THE
ENGINEER.
3. PROVIDE GEOTEXTILE SEPARATION LAYER AS SHOWN.
GEOTEXTILE SHALL BE 4800-LB HIGH STRENGTH, HIGH FLOW
WOVEN FABRIC.
4. EXPAND THE GEOWEB SECTIONS INTO POSITION AND
CONNECT THE END TO END AND INTERLEAF CONNECTIONS
WITH FASTENING KEYS.
5. USE ANCHORS TO KEEP CELLS OPEN FOR INFILL.
6. PLACE THE #57 STONE INFILL MATERIAL TO FLUSH WITH THE
TOP OF THE GEOWEB CELLS AND ADD #78 STONE TO A
HEIGHT OF 1" OVER THE TOP OF THE CELLS.
—GEOTEXTILE
IN PLANT LOCATIONS
OVERFLOW NON-PARKING/INFILL AREAS
SCALE: NTS
4
5
NOTE:
OVERFLOW PARKING IS NOT TO BE USED FOR FIRE
ACCESS. PROJECT IS SEEKING REDUCTION OF THE
OVERFLOW PARKING LOT'S ONE-WAY AISLE TO 16'-0"
ACCORDING TO TABLE 5.1.4.B'S ALLOWANCE IN THE NEW
HANOVER COUNTY UDO FOR 450 PARKING.
20'-0" 0'-01, 20'-0" 40'-0"
SCALE: 1 "=20'
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
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No 0
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Reference No.
o
CM 102
a
INDEX: 55 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
❑E
Parking Angle
Stall Depth Aisle 3 Width
L l
Stall Length
(degrees)
Stall Width (ft.) Perpendicular to
Curb (ft.) One-way/Two-way
Along Curb (ft.)
)
A
B
C
D
E
0
8
8
20/22
22
45
9
19
20/22
13
60
9
20
20/22
10.5
90
9
18
22/22
9
[1] Refer to Figure 5.1.4.13 below for illustrations showing how dimensions for parking spaces and aisles in various
configurations are measured.
[2] Dimensional standards may be modified by the Planning Director for ramped, elevated parking structures to
ensure adequate room for parking and maneuvering vehicles is provided.
[3] One-way aisle width may be reduced to a minimum of 11 ft. for 0 degree angled parking; 12 ft. for 45 degree
angled parking; and 15 ft. for 60 degree angled parking if not designed to be used for fire access and approved by
New Hanover County Fire Services.
4" WIDE WHITE DIAGI
MARKING, TYP, UON
2'-0" CLR FROM
FACE OF CURB, TYP
CONC CURB & B5
GUTTER, TYP, SEE CS5o2
1
R
rDlN NO PARKING STRIPING
CM501 SCALE: N.T.S.
LENGTH OF MOTORCYCLE PARKING
VARIES PER LOCATION, SEE STRIPING
PLAN, SHEET CM101 FOR LOCATIONS -
Al'
CM101
4" WIDE WHITE EDGE
MARKING AT
LOCATIONS AS SHOWN
ON PLANS, TYP
STRIPING SHALL
MATCH ADA "NO
PARKING" STRIPING
4" LETTERING W/
1" THK BORDER
d
NO JN1�121b'd00
d. 31 OJl02J Ol O W 1000.
d.
a
ADA BREAK -AWAY
Q;4 Q SIGN, TYP, SEE
00000a000aooa000a000aooa000 Q NOTE & SEE D3
o..........................
CM501
d
Q
Q
d
Q d
4 a d Q
d
4 d
I 4
3' TALL WHITE
HANDICAP
9'-0" 9'-0" 9'-0" SYMBOL ON BLUE
BACKGROUND. TYP
DRIVE AISLE
NOTE:
ADA BREAK -AWAY SIGNS SHALL
NOT BE MOUNTED ON SLOPED
SURFACE.
ADA AND MOTORCYCLE PARKING STRIPING
SCALE: N.T.S.
D3'
CM501
RESERVED
PARKING
2 1 /2" SQUARE POST
DUB 7.5 PART NUMBER 7001
NOTE:
BEAK -AWAY INSTALLATION PER
MANUFACTURER'S SPECIFICATIONS.
ADA PARKING BREAK -AWAY SIGNAGE
SCALE: N.T.S.
ISOMETRIC VIEW
- 6" MIN TOP OF REINFORCING BAR
TYP FLUSH WITH TOP OF CONCRETE
7/8" DIA HOLE, TYP
244 BARS, CONTINUOUS
0 a-
c�
--rr----------------- Zzo,
--------------------------------TT--
1'-0" 1'-011
, MIN
TYP TYP
6'-0"
3/4" DIA REINFORCING BAR,
TYP, EMBED 18" MIN BELOW
SURFACE ELEVATION
FRONT VIEW
a a 2'-0" CLR
a Q d FROM FACE
d. Q.
OF CURB, TYP
0 1 0
I
I
i
GRAVEL
1
I
I
I
ASPHALT
I I
I I
I I
I I
I I
I I
2'-0" CLR FROM
CL OF PARKING o
STALLS—___—�_____
I o 1
I I
I I
I I
GRAVEL
I
I I
I I
I I
I I
1 " TYP
Z
L LO
5 5/8" M I N
SIDE VIEW
NOTES:
1. BASE BID - WHEEL STOPS SHALL BE PLACED AT ALL GRAVEL PERPENDICULAR
PARKING SPACES.
BASE BID
Q d Q
4 d"
d
0
ASPHALT
0
ASPHALT
ALTERNATE BID 1
NOTES:
1. BASE BID SHALL NOT HAVE STRIPING ON GRAVEL. DASHED LINE ON
DETAILS ARE REPRESENTATIVE OF PARKING SPACES.
2. ALL PERPENDICULAR PARKING SPACES ARE 9'x18'. AISLE WIDTHS
FOR ONE-WAY AISLES ARE 22'-0" AND TWO-WAY AISLES ARE 24'-0".
B5
CM501
TYPICAL PARKING DETAILS
SCALE: N.T.S.
2. ALTERNATE BID 1 - WHEEL STOPS SHALL BE PLACED AT ALL ASPHALT
PERPENDICULAR PARKING SPACES THAT ABUT SIDEWALK.
KA3 N WHEEL BLOCK CD SUBMITTAL
CM102 SCALE: N.T.S.
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
3 4 5 6
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Reference No.
CM501
INDEX: 56 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

©■
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It -IN
MIN
OUTSIDE EDGE
TIMBER BOAR[
2x10 TIMBER
BRIDGING, TYP,
4x4 TIMBER
HANDRAIL F
2 3 4 5
4'-6" 9'-0"
9'-0" TYP
10" 13 SPACES @ 1'-3 1/8" = 16'-4"
1 1/4" , 7 SPACES @ 1'-3 1/8" = 8'-9 1/2" , 1 1/4" I 1
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1
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CL POST CL POST CL POST
TIMBER WALKWAY ENLARGED PLAN
SCALE: 1 /2"=1'-0"
2
10 TIMBER
'INGER, TYP
3 TIMBER
,ST, TYP
z
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z
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TYPICAL LAYOUT OF
EMBER DECKING,
=0R CONNECTION TO
STRINGERS, SEE rC3
S-502
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CQ
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— 3x14 TIMBER BENT CAP, TYP
3
c
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10"
CL POST CL POST CL POST CL POST CL POST
A3 TIMBER WALKWAY BUMP OUT ENLARGED PLAN
CS101A SCALE:1/2"=1'-0"
CS102A
4
5
1BER
TYP
N
ii
,L LAYOUT OF
Z DECKING,
)NNECTION TO
')ERS, SEE rC3
S-502
/IBER
ZAIL POST, TYP
MBER rE 6
NG, TYP, SEE S-5o2
14 TIMBER BENT CAP, TYP
2'-0" 0'-01, 2'-0" 4'-0"
SCALE: 1/2"=1'-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
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Reference No.
S-401
INDEX: 57 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
E
3
5
0
IE
DE
4x4 TIMBER HAND
PROVIDE 10' WIDE
HANDRAIL FOR UP
OPERATIONS, REI
ORANGE PROTEC
2x10 FASCI
a
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00
w
Z_
75
2x10 BRIDGING, TYP
2x10 FASCIA
TOP OF DECK
EL +8.5±
EXTRUDED D-BORE
RUBBER BUMPER —
CONC PAVEMENT,
SEE CIVIL DRAWINGS
1
D1
CS 102
N
it
3x10 TIMBER NAILER
BTW BENT CAPS
FOR ATTACHING
DECKING, TYP
3x10 TIMBER
STRINGER, TYP
2x10 TIMBER +1
BRIDGING,
TYP, SEE E6 °°
S-502
TYPICAL LAYOUT OF
TIMBER DECKING, FOR
CONNECTION TO C3
STRINGERS, SEE
S-502
(5) EXTRUDED D-BORE
RUBBER BUMPER
VERTICALLY MOUNTED
@ 2'-0" O.C.
TIMBER PLATFORM ENLARGED PLAN
SCALE: 3/8"=1'-0"
SIMPSON STRONG -TIE
H2.5ASS OR APPROVED
EQUAL, TYP 2x6 TIMBER
F DECKING
3x10 TIMBER
STRINGER
I I t ===
3/4"0 TYPE 316 SS
THREADED ROD
W/NUT & WASHER, TYP
Al TIMBER PLATFORM SECTION
S-402 SCALE:3/4"=1'-0"
2
3x14 TIMBER
BENT CAP, TYP
10x10 TIMBER
POST, TYP
o_
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00
w
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75
0
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21-011
TOP OF DECK
EL VARIES
3x10 TIMBE
STRINGER
3x14 TIMBE
BENT CAP
,in'-711+
vvivv i vv L iivv / { —
S�-./50V2
EXIST. CONC PAD,
SEE CIVIL DRAWINGS
BOTT OF RAMP
EL +6.0±
STRINGER -FOOTING - m
CONNECTION, SEErA 3 00 %W
CONC FOOTING
5'-011
A3 TIMBER RAMP SECTION
S-402 SCALE:3/4"=1'-0"
3
?x6 TIMBER
DECKING
YPE 316 SS
URRICANE
TRAP, TYP
10 TIMBER
ST, TYP
4
D3
CS 102
TIMBER RAMP ENLARGED PLAN
SCALE: 1 /2"=1'-0"
3x10 TIMBER 2x6 TIMBER
STRINGER DECKING
12 MIN
1
3/4" O TYPE 316 SS THRU
BOLT W/NUT & WASHER, TYP
TIE INTO EXIST.
TIMBER PLATFORM
TOP OF RAMP
EL +8.5±
3x14 TIMBER BENT CAP, TYP
EXIST. GROUND = CO
co CO
EL VARIES \/\\/\\%\\%\\%\\%\\%\\%\\%\\%\\%\ \\%� coCONNECTION ,
\/\\/\\/\\/ r\\/\\/\\/\\/ \ \ \\ \\ >\ SEE A5
S-502
o
8x8 TIMBER POST,
TYP, SEE NOTE NOTES:
1. COMPACT FILL AROUND POST
AFTER INSTALLATION.
C3 TIMBER RAMP SECTION
S-402 SCALE:1/2"=1'-0"
2. HANDRAIL NOT SHOWN.
4'-0" 0'-01, 2'-0" 4'-0"
SCALE: 3/8"=1'-0"
2'-0" 0'-01, 2'-0" 4'-0"
SCALE: 1 /2"=1'-0"
2'-0" 0'-01, 1'-0" 2'-0"
SCALE: 3/4"=1'-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
5 6
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Reference No.
S-402
INDEX: 58 OF 89
L
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

3 1/2" LG #10 TYPE 316 SS TOE
E SCREWS; (4) EACH STRINGER
X
75
o
N
EXIST. TIMBER
STRINGER
EXIST. TIMBER
BENT CAP
EXIST.
D TIMBER POST
11"
TREAD,
TYP - w
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T(1P (1F nFrK FI +R F+
Q
— RIP 2x4 TIMBER LEDGER &
SECURE W/ 3 1/2" LG #10
TYPE 316 SS SCREWS @ 6"
O.C., PRE -DRILL W/ 1/8" BIT
3x10 TIMBER STAIR HEADER,
CONNECT TO EXIST. TIMBER
STRINGERS W/ SIMPSON
STRONG TIE ML28SS AND (10)
1/4"x1 1/2" SS TYPE 316
SCREWS OR APPROVED EQUAL
2x6 TIMBER STEP, TYP,
CONNECTION TO STAIR C3
STRINGER SIMILAR TO
S-502
STRINGER -FOOTING /A Q\
CONNECTION, SEE t Q ro
X
CONIC LANDING,
SEE CIVIL DRAWINGS
EL +6.0±
2x TIMBER STAIR STRINGER @
V-6" O.C. MAX, CONNECTION rE6'�
TO STAIR HEADER SIMILAR TO
S-502
rCIIN TIMBER STAIRS DETAIL
2
S102 SCALE:1"=1'-0"
POLE - SEE LIGHTING
CONDUIT STUBBED UP FIXTURE SCHEDULE
ADJACENT TO HANDHOLE;
NUMBER AND SIZE AS REQUIRED
C HANDHOLE
CHAMFER ALL
CONCRETE BAS 1 2OF
"
n
NMI 0111111111111E���ffi
COPPER EQUIPMENT
GROUNDING CONDUCTOR -
B ATTACH TO INTERNAL LUG
WELDED TO INTERIOR OF POLE
CIRCUIT CONDUCTORS o
AND CONDUIT TO POWER ti
SOURCE OR NEXT POLE r T
ANCHORS PER LIGHT POLE
MANUFACTURER, MIN 2'-6"
EMBEDMENT
646 BARS VERTICAL,
EQUALLY SPACE^
'Al'
E-101A
E-102,E-104A
#4 TIES
2'-0" 0
LIGHTPOLE FOUNDATION SECTION
SCALE: 3/4"=1'-0"
1
TIMBEF
ABOVE
8x8 TII
POST
3x1
BEI\
COPPER EQUIPMENT
GROUNDING CONDUCTOR -
ATTACH TO INTERNAL LUG
WELDED TO INTERIOR OF POLE
E-102A
3"x1.5" SLOT FOR PL 3/4"x8"x14", ASTM
CONDUITS, SEE A247, TYPE 316 SS
ELECTRICAL DRAWINGS_< 31I TYP
3/4" 0 TYPE 316 SS
THRU BOLT, TYP
r�
PL 3/4"x8"x11.25", ASTM
A247, TYPE 316 SS
C3
S-501
3x12 TIMBER
BENT CAP, TYP
V-0 1/2"
LIGHT POLE MOUNTING BRACKET DETAIL
SCALE: 1 1/2"=1'-0"
PLAN
2x12 TIMBER
BLOCKING, TYP
3x14 TIMBER
BENT CAP, TYP
CIRCUIT CONDUCTORS
AND CONDUIT TO POWER
SOURCE OR NEXT POLE
SECTION A -A
A3
E-101A
SS LIGHT POLE
MOUNTING C3
BRACKET, SEE S-501
3"x1.5" SLOT FOR
CONDUITS, SEE
ELECTRICAL DRAWINGS
2x12 TIMBER BLOCKING,
TOE SCREW TO BENT
CAP W/ (3) 3 1/2" LG #10
TYPE 316 SS SCREWS
EA END, TYP
3/4" 0 TYPE 316 SS
THRU BOLT, TYP
do
WALKWAY LIGHT POLE SUPPORT DETAIL
SCALE: 1 1 /2"=1'-0"
3
DESIGN CRITERIA:
1. TIMBER BOARDWALKS AND WALKWAYS:
A. UNIFORM LIVE LOAD ..........................100 PSF
B. HANDRAIL LOAD ............................. AS REQ'D PER NC BUILDING SECTION 1607.8.1
1. RETAINING WALL:
A. UNIFORM LIVE LOAD ..........................250 PSF
B. SEISMIC DESIGN IS NOT APPLICABLE
DESIGN CODES AND REFERENCES:
1. THE FOLLOWING CODES AND REFERENCES WERE UTILIZED FOR THE DESIGN OF THIS PROJECT:
A. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS), 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES"
B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS), 43rd EDITION, 2006, "ASTM STANDARDS IN
BUILDING CODES"
C. ICC (INTERNATIONAL CODE COUNCIL), 2018, "NORTH CAROLINA STATE BUILDING CODE (2015 INTERNATIONAL
BUILDING CODE WITH NORTH CAROLINA AMENDMENTS)"
TIMBER CONSTRUCTION:
1. ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION.
2. TIMBER POSTS SHALL BE INSTALLED TO THE MINIMUM EMBEDMENT INDICATED ON THE DRAWINGS.
3. ALL SOLID SAWN LUMBER AND TIMBER SHALL BE TREATED WITH ACZA IN ACCORDANCE WITH AWPA P5 (USE
CATEGORY SYSTEM STANDARD U1, USE CATEGORY STANDARD 5C) FOR TIMBER SUBJECT TO SALTWATER
IMMERSION. MINIMUM PRESERVATIVE RETENTION SHALL BE 2.50 POUNDS PER CUBIC FOOT.
4. FIELD TREAT ALL CUTS AND ABRASIONS IN TREATED TIMBERS AND PILES IN ACCORDANCE WITH THE AMERICAN
WOOD PRESERVERS ASSOCIATION STANDARD M4. TRIM ALL CUTS AND ABRASIONS BEFORE FIELD TREATMENT.
COAT ALL DEPRESSIONS OR OPENINGS AROUND BOLT HOLES, JOINTS OR GAPS INCLUDING RECESSES FORMED
BY COUNTERBORING, WITH PRESERVATIVE TREATMENT USED FOR TIMBER.
5. TIMBER RELATED MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:
A. TIMBER POSTS .................................. SP NO. 1 DENSE (S4S)
B. TIMBER BENT CAPS .............................. SP NO. 1 DENSE (S4S)
C. TIMBER STRINGERS .............................. SP NO. 1 DENSE (S4S)
D. MISC TIMBER (INCLUDING CURBS) ................. SP NO. 1 DENSE (S4S)
E. TIMBER DECKING ................................ SP SELECT GRADE DECKING
F. SS THREADED ROD .............................. ASTM A193 (138M) OR ASTM F593, TYPE 316
G. SS NUTS ....................................... ASTM A194 (138M) OR ASTM F594, TYPE 316
H. SS WASHERS ................................... ANSI B18.22.1 (TYPE A -PLAIN), ANSI B18.21.1
(LOCKING), TYPE 316
I. SS SCREWS .................................... SUPER CORROSION RESISTANT TYPE 316 STAINLESS
STEEL
6. WHEN CONNECTING HARDWARE IS SHOWN ON THE DRAWINGS, THE TYPE, SIZE, SPACING, AND ALIGNMENT ARE
CRITICAL AND MUST BE MAINTAINED. DO NOT UNDERCUT WOOD. CONNECTIONS SHALL PULL AND HOLD
MEMBERS BEING JOINED INTO CLOSE CONTACT.
7. CHECK ALL BOLTS BY BURRING THE THREADS AFTER THE NUTS HAVE BEEN FINALLY TIGHTENED.
8. BORE HOLES FOR THRU BOLTS WITH A BIT 1/16 INCH LARGER IN DIAMETER THAN THE SHANK OF THE BOLT.
VINYL SHEET PILE BULKHEAD:
1. VINYL SHEET PILING SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION INDICATED ON THE DRAWINGS USING A
HAMMER OR METHOD OF AN APPROVED TYPE WITH A RATED ENERGY DELIVERY AND A CAPACITY AT LEAST
EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF PILE AND
CHARACTER OF THE SUBSURFACE MATERIAL TO BE ENCOUNTERED. IF THE MINIMUM TIP ELEVATION CANNOT BE
ACHIEVED, THEN NOTIFY THE DESIGNER OF RECORD IMMEDIATELY.
2. SPUDDING AND/OR JETTING OF SHEET PILES WILL NOT BE PERMITTED.
3. THE CONTRACTOR SHALL COORDINATE THE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE WITH OR BE
DETRIMENTAL TO ANY OTHER CONSTRUCTION ACTIVITIES.
4. THE VINYL SHEET PILES SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS UNLESS OTHERWISE
NOTED:
A. SHEET THICKNESS .................................... 0.225 IN
B. LENGTH..............................................10 FT
C. SECTION MODULUS....................................7.2 IN3/FT OF WALL (SG-225)
D. MOMENT OF INERTIA...................................18 IN4/FT OF WALL
E. SECTION WIDTH.......................................18.0 IN
F. SECTION DEPTH ...................................... 5.0 IN
2' 0'-0" 1' 2'
SCALE: 3/4"=V-0"
1'-01, 0'-01, 1'-01, 2' 0"
SCALE: V=l'-O"
1'-0" 0'-0" 6" 1'-0"
SCALE: 1 1 /2"=V-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTIOLLJ
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/ Sheet
Reference No.
S-501
INDEX: 59 OF 89
L
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

IE
1
ELEVATED TIMBER
WALKWAY
2
- TIMBER MATCH ELEV @
HANDRAIL, TYP `SIDEWALK CONNECTION
I L+l
D51_011
CL POST CL POST
CS102,CS102A—
6'-0" MAX
0
CONC LANDING
CONCRETE LANDING PLAN
SCALE: 3/8"=1'-0"
FIELD CUT BLOCK TO
FIT AROUND WALKWAY
2'-0" WIDE x 1'-0" DEEP A3
CONC FOOTING, SEE s-5o2
SEE CIVIL FOR SURFACE
FINISH & ELEVATION
CLASS 1 OR 2
SELECT
BACKFILL
�!i�.�'i�,' E L +3.0
EXISTING GRADE
4" O PERFORATED DRAIN PIPE W/ SOCK, OUTLET
SPACING PER CONTRACTOR PROVIDED DESIGN
SELECT BACKFILL GEOTEXTILE FABRIC SEPARATING
LEVELING PAD SOIL AND #57 STONE
NOTES: -t-,/,— -
VINYL SHEET PILE
1. CONSTRUCT WALL PER MANUFACTURER'S
RECOMMENDATIONS TIP EL -7.0
2. SEE CIVIL FOR GRADE ELEVATIONS.
rCl' SECTION
CS102 SCALE:1/2"=1'-0"
4'-0"
1 '-0"
SEGMENTAL BLOCK CAP
6" MIN TOPSOIL
CONC CURB & GUTTER,
SEE CIVIL DRAWINGS
EL VARIES,
MAX +6.0 i
CLASS 1 OR 2
SELECT
0o BACKFILL SEE CIVIL FOR
SURFACE FINISH
if
EL +3.0
7ji�/Tj���/7Tj���/lTj� �i,�i,,. EL +3.0
j�/ EXISTING GRADE
4"0 PERFORATED DRAIN PIPE W/ SOCK, OUTLET
SPACING PER CONTRACTOR PROVIDED DESIGN
SELECT BACKFILL GEOTEXTILE FABRIC SEPARATING
A LEVELING PAD SOIL AND #57 STONE
NOTES: VINYL SHEET PILE
1. CONSTRUCT WALL PER
MANUFACTURER'S RECOMMENDATIONS. TIP EL -7.0
2. SEE CIVIL FOR GRADE ELEVATIONS.
Al RETAINING WALL SECTION
CS102 SCALE:1/2"=1'-0"
CS103
1
2
3 4
CL POST CL POST CL POST
NOTE:
COMPACT FILL AROUND POST AFTER INSTALLATION.
rDi* SECTION
S-401 SCALE: 1 "=1'-0"
2x6 TIMBER 1/4" (2) 3" LG #10 TYPE 316
DECKING, TYP GAP, TYP SS SCREW @ EA
STRINGER, TYP
I
TIMBER STRINGER
C3 SECTION
S-401 SCALE: 11/2"=1'-0"
S-402,S-501,S-502
1"0 GALV 3X10 STRINGER
THRU BOLT
L6x3x3/8x"4" LONG GALV
N
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A3 DETAIL
S-402 SCALE: 11/2"=1'-0"
S-501,S-502
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SIMPSON STRONG -TIE
H2.5ASS OR APPROVED
EQUAL, TYP
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ARIES
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STINGER, TYP
TYPE 316 SS
HURRICANE
STRAP,TYP
EXIST. GROUND,
EL VARIES
0
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►GING, TYP
TIMBER
STRINGER
E6 DETAIL
S-401 SCALE: 11/2"=1'-0"
S-402,S-501,S-502
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STRINGER
NOTES:
1. ROUTE ALL EDGES OF TIMBER HANDRAILS
W/ ROUNDOVER BIT.
2. PROVIDE BRIDGING (MINIMUM 2X
MATCHING STRINGER DEPTH) AT ALL
HANDRAIL POSTS, SEE DETAIL E6/S-502.
C5 HANDRAIL
S-502 SCALE: 1 "=1'-0"
S-402
2x6 TIMBER SIMPSON STRONG -TIE
DECKING, TYP MSTA36SS TIE STRAP W/ TYPE
316 SS CONNECTOR SCREWS
PER MANUFACTURER OR
APPROVED EQUAL, SEE NOTE
0 0 0 0
0 0 0 0
O O O 0
C O 0 0
n--
3x10 TIMBER
STRINGER, TYP
3x14TIMBER------- �1"0TYPE 316SS
BENT CAP, TYP THRU BOLT W/ NUT
8x8 TIMBER POST & WASHER, TYP
NOTE:
METAL CONNECTORS SHALL
A5 SECTION BE HIDDEN FROM PUBLIC VIEW
S-502 SCALE: 11/2"=1'-0"
S-402
4 I 5
4'-0" 0'-0" 2'-0" 4'-0"
6mmmmmoll
SCALE: 3/8"=1'-0"
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SCALE: 1 /2"=1'-0"
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mmommoll
SCALE: 1 "=1'-0"
1'-0" 0'-0" 6" 1'-0"
SCALE: 1 1/2"=1'-0"
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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Sheet
Reference No.
S-502
INDEX: 60 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE WITH ONE CALL AND ANY OTHER UTILITY COMPANY
ON THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ANY WORK.
ANY DISRUPTION OF UNDERGROUND UTILITIES SHALL BE REPAIRED AT NO EXPENSE TO
OWNER OR THE LANDSCAPE ARCHITECT.
2. CONTRACTOR SHALL COORDINATE WITH THE CLIENT REPRESENTATIVES ON ALL
CONSTRUCTION ACTIVITIES INCLUDING MATERIAL STAGING AND SITE ACCESS.
GENERAL LANDSCAPE NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE OF ALL NEWLY BUILT
BED AND LAWN AREAS AND SHALL TURTLE -BACK OR SLOPE BED AREAS AS DIRECTED OR
NOTED ON PLANS AND / OR DETAILS. CONTRACTOR SHALL ALSO PROVIDE DRAINAGE
SWALES THROUGH NEW BED AREAS AS NEEDED TO PROMOTE POSITIVE DRAINAGE OF
ADJACENT AREAS. COORDINATE WITH LANDSCAPE ARCHITECT.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING,
SIDEWALKS, STRUCTURES, OR LANDSCAPING TO REMAIN AS A RESULT OF HIS WORK.
REPAIRS SHALL BE MADE AT NO EXPENSE TO OWNER OR LANDSCAPE ARCHITECT. ANY
REPAIRS SHALL MEET OR EXCEED THE ORIGINAL CONDITIONS OF THE DAMAGED AREA(S)
AND SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER OR THEIR REPRESENTATIVE.
3. WRITTEN QUANTITIES SHALL TAKE PRECEDENCE OVER DRAWN QUANTITIES.
4. CONTRACTOR TO SUBMIT PRICE WITH UNIT COSTS FOR EACH ITEM ON THE MATERIAL
LIST.
5. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH GENERAL
CONTRACTOR.
6. ALL TREE LOCATIONS AND BED LINES SHALL BE FLAGGED BY LANDSCAPE CONTRACTOR
FOR APPROVAL BY THE LANDSCAPE ARCHITECT, PRIOR TO PROCEEDING. UPON
COMPLETION OF BEDS, ALL SHRUBS SHALL BE PLACED IN CONTAINERS FOR APPROVAL
BY LANDSCAPE ARCHITECT.
7. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING
LANDSCAPE MATERIAL WITHIN PROPOSED PLANTING AREAS PER LANDSCAPE PLANS.
CARE SHALL BE TAKEN SO AS NOT TO DISTURB ROOT STRUCTURE OF ANY EXISTING
TREES WITH TRENCHING OR FILL.
8. LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL NEW PLANT MATERIAL FOR A PERIOD
OF ONE (1) YEAR, BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION.
9. LANDSCAPE CONTRACTOR SHALL REPORT ANY PLAN DISCREPANCIES TO LANDSCAPE
ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING. WRITTEN DIMENSIONS TAKE
PRECEDENCE OVER SCALED DIMENSIONS.
10. EXISTING SOIL CONDITIONS MAY REQUIRE EXCAVATION TO A MINIMUM DEPTH OF 611
.
EXACT DEPTH TO BE DETERMINED ON SITE W/ LANDSCAPE ARCHITECT. NEW SOIL MIX
SHALL BE ADDED TO REPLACE DISPLACED SOIL AND BUILD UP AN ADDITIONAL 6"-91, TO
ACCOUNT FOR EXCAVATION AND AID DRAINAGE.
11. SOIL PREPARATION DEPTHS FOR BED AND LAWN AREAS SHALL BE MODIFIED UNDER
EXISTING TREE CANOPIES. COORDINATE WORK W/ LANDSCAPE ARCHITECT.
12. CONTRACTOR TO NOTIFY OWNER TO HAVE PEST CONTROL COMPANY RE -CHECK ALL
AREAS WHERE SOIL HAS BEEN DISTURBED ADJACENT TO BUILDING SLAB.
13. ALL TREES ON THE PROJECT SHALL BE SPECIMEN QUALITY AND MATCHING. IF ANY TREE
OR TREES DELIVERED TO THE SITE ARE NOT OF SUPERIOR QUALITY OR ARE DAMAGED IN
THE OPINION OF THE LANDSCAPE ARCHITECT, THE TREE OR TREES WILL BE REJECTED.
14. ALL WORK SHALL BE SEQUENCED AND PERFORMED TO MINIMIZE THE DISRUPTION OF
PEDESTRIAN OR VEHICULAR CIRCULATION THROUGH THE SITE.
PLANTING NOTES:
1. TOPSOIL. TOPSOIL SHALL BE FERTILE, FRIABLE SOIL OBTAINED FROM WELL DRAINED
ARABLE LAND. IT SHALL BE FREE DRAINING, NON -TOXIC AND CAPABLE OF SUSTAINING
HEALTHY PLANT GROWTH. TOPSOIL SHALL BE REASONABLY FREE OF CALCIUM
CARBONATE, SUBSOIL, REFUSE, ROOTS, AND OTHER DELETERIOUS SUBSTANCES. THE
CONTRACTOR SHALL FURNISH A WRITTEN SOIL ANALYSIS PREPARED BY AN ACCREDITED
SOIL ANALYSIST. THE ANALYSIS SHALL INDICATE PH, TOTAL SOLUBLE SALTS, AND
PLASTICITY INDEX AND PARTICLE SIZE GRADATION. SAND. SAND SHALL BE LOOSE,
GRANULAR SOIL CONTAINING PARTICLES SMALLER THAN GRAVEL BUT COARSER THAN
SILT. SANDY SOIL SHALL OBTAIN A MINIMUM OF 90% SAND AND NO GREATER THAN 5%
CLAY.
2. PEAT MOSS. PEAT MOSS SHALL BE IMPORTED CANADIAN SPHAGNUM PEAT MOSS,
BROWN, LOW IN CONTENT OF WOODY MATERIAL AND FREE OF ANY MINERAL MATTER
HARMFUL TO PLANT LIFE PEAT MOSS SHALL HAVE AN ACID RATING OF APPROXIMATELY
4.5 PH AND HAVE A WATER ABSORBING CAPACITY OF 1100 TO 1200 % BY WEIGHT. PEAT
MOSS SHALL BE THOROUGHLY PULVERIZED BEFORE USE EXCEPT WHEN USED AS A
TOP -DRESSING. NO NATIVE OR SEDGE PEATS SHALL BE APPROVED.
3. ORGANIC SOIL CONDITIONER. ORGANIC SOIL CONDITIONER SHALL BE PARTIALLY
DECOMPOSED GROUND PINE BARK. SAWDUST WILL NOT BE ACCEPTED. PARTICLE SIZE
AND SURFACE AREA SHALL BE SUCH AS TO RESIST DISPLACEMENT BY WIND OR BY
SURFACE STORM WATER OR IRRIGATION RUNOFF FOR TWO GROWING SEASONS.
4. COMMERCIAL FERTILIZER. FERTILIZER SHALL BE A COMPLETE, SLOW RELEASE, 12-6-6
FERTILIZER OR APPROVED ALTERNATE DELIVERED IN ORIGINAL UNOPENED CONTAINERS
BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. TO BE APPLIED AT
MANUFACTURERS RECOMMENDED RATE.
1 1 2
5. HERBICIDE. SNAPSHOT PRE -EMERGENT HERBICIDE MANUFACTURED BY DOW AGRA OR
APPROVED EQUAL - APPLIED AT MANUFACTURER'S RECOMMENDATIONS.
6. TOPDRESSING. TOPDRESSING SHALL BE PINESTRAW (UNLESS OTHERWISE SPECIFIED
ON PLANS) OF SUFFICIENT CHARACTER TO RESIST DISPLACEMENT BY WIND OR STORM
WATER OR BY IRRIGATION RUNOFF. PINESTRAW SHALL BE APPLIED AT A MIN. DEPTH OF
3" AND SPREAD EVENLY OVER THE ENTIRE BED AREA TO RETAIN MOISTURE AND
PROTECT ROOT SYSTEMS. PINESTRAW TO BE FRESHLY HARVESTED, UNIFORM IN
COLOR, AND FREE OF DELETERIOUS MATERIALS. CONTRACTOR IS REQUIRED TO SUBMIT
A SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLACING.
7. COMPOSTED COW MANURE. COMPOSTED COW MANURE SHALL BE A MINIMUM OF 50%
COW MANURE BY WEIGHT. CONTRACTOR TO PROVIDE SAMPLE AND ANALYSIS FOR
APPROVAL BY LANDSCAPE ARCHITECT.
8. STANDARD PLANTING MIX (FULL BED PREPARATION). THE PLANTING MIX FOR ALL
NORMAL BED AREAS AND PITS SHALL CONSIST OF:
1 CY ORGANIC SOIL CONDITIONER PER 50 SF OF BED AREA
1 CY COMPOSTED COW MANURE PER 150 SF OF BED AREA
3.8 CF BALE OF PEAT MOSS PER 50 SF OF BED AREA
• SANDY TOPSOIL MAY BE ADDED TO BE PLANTING MIX IF THE EXISTING SOIL IS OF
POOR QUALITY. THE LANDSCAPE ARCHITECT WILL MAKE THIS DETERMINATION PRIOR
TO THE BEGINNING OF WORK.
• COMMERCIAL FERTILIZER AND PRE -EMERGENT HERBICIDE PER MANUFACTURER'S
RECOMMENDATIONS.
• SUBSTITUTIONS MAY BE MADE ON THE ADVICE OF THE LANDSCAPE ARCHITECT.
TIDAL WETLAND PLANTING NOTES:
1. PLANT PLUGS AFTER MAY 15TH AND BEFORE SEPTEMBER 1ST UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
2. AT THE TRANSITION BETWEEN EACH PLANTING ZONE, INTERMIX PLANT SPECIES FROM
THE ZONES SOMEWHAT RANDOMLY.
3. PLANT ALL PLUGS ON AN 18-INCH SPACING.
LOW MARSH ZONE:
THE "LOW MARSH" PLANTING ZONE BEGINS AT APPROXIMATELY ELEVATION ZERO ALONG
THE LOWER EDGE OF THE LIVING SHORELINES. THIS IS THE TRANSITION LINE FROM
EXISTING ROCK ON THE SHORELINE TO NEWLY GRADED, VEGETATED SHORELINE.
WHERE LOW MARSH AREA FOLLOWS THE TIDAL CREEK, THE LOWER END OF THE LOW
MARSH ZONE WILL BE THE TOP OF BANK OF THE TIDAL CREEK. THE UPPER END OF THE
LOW MARSH ZONE WILL BE APPROXIMATELY ELEVATION 1.7 FEET. THIS APPLIES TO THE
LIVING SHORELINE AREAS AND THE LARGER TIDAL WETLAND.
HIGH MARSH ZONE:
• THE "HIGH MARSH" ZONE WILL RANGE FROM APPROXIMATELY ELEVATION 1.7 FEET TO
ELEVATION 2.2 FEET. THIS APPLIES TO THE LIVING SHORELINE AREAS AND THE
LARGER TIDAL WETLAND.
• PLANT SPECIES IN GROUPS OF 10-20 PLANTS AND RANDOMIZE THE GROUP
PLACEMENT WITHIN THE PLANTING ZONE.
UPLAND TRANSITION ZONE:
• THE "UPLAND TRANSITION" ZONE RANGES BETWEEN APPROXIMATELY ELEVATION 2.2
FEET UP TO THE EDGE OF THE HATCHING SHOWN IN THIS PLANTING PLAN. THIS
APPLIES TO THE LIVING SHORELINE AREAS AND THE LARGER TIDAL WETLAND.
• SPARTINA PATENS IS THE FOUNDATION OF THIS PLANTING ZONE. PLANT SEA OX-EYE
DAISY IN GROUPS OF 10-20 PLANTS AND RANDOMIZE THE GROUP PLACEMENT WITHIN
THE PLANTING ZONE.
• PLANT CONTAINER PLANTS IN LOCATIONS SHOWN IN PLANTING PLAN (NUMBERS ON
PLANTING DRAWING CORRESPOND TO NUMBERS BY SCIENTIFIC NAME IN PLANT
SPECIES TABLE).
STORMWATER WETLAND PLANTING NOTES:
1. PLANT PLUGS AFTER MAY 15TH AND BEFORE SEPTEMBER 1ST UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
2. PLANT ALL PLUGS ON AN 18-INCH SPACING.
SHALLOW WATER ZONE
PLANT SPECIES IN GROUPS OF 10-20 PLANTS AND RANDOMIZE THE GROUP PLACEMENT
WITHIN THE PLANTING ZONE.
SHALLOW LAND ZONE
• SPARTINA PATENS IS THE FOUNDATION OF THIS PLANTING ZONE. PLANT OTHER PLUG
SPECIES IN GROUPS OF 10-20 PLANTS AND RANDOMIZE THE GROUP PLACEMENT
WITHIN THE PLANTING ZONE.
• PLANT CONTAINER PLANTS IN LOCATIONS SHOWN IN PLANTING PLAN.
3
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CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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Sheet
Reference No.
LP001
INDEX: 61 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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IIP NORTH CAROLINA
NOTES
1. FOR TIDAL WETLANDS PLANTING NOTES, SEE
SHEET LP001.
I
2. FOR TIDAL WETLANDS PLANTING SCHEDULE,
SEE SHEET LP601
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HIGH MARSH TIDAL WETLAND, TYP ___�► I i� �- /L I N
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GRASS
LEGEND
LOW MARSH TIDAL
� - WETLAND PLANTS
HIGH MARSH TIDAL
WETLAND PLANTS
UPLAND TRANSITION PLANTS
1.0 MAJOR TOPOGRAPHIC CONTOUR
MINOR TOPOGRAPHIC CONTOUR
SCALE: 1 "=20'
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
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INDEX: 64 OF 89
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1. FOR TIDAL WETLANDS PLANTING NOTES, SEE
SHEET LP001.
2. FOR TIDAL WETLANDS PLANTING SCHEDULE,
SEE SHEET LP601
3. PLANT TYPES NOT SHOWN FOR CLARITY. FOR
ENLARGED PLANS, SEE LP403.
LEGEND
LOW MARSH TIDAL
- WETLAND PLANTS
HIGH MARSH TIDAL
WETLAND PLANTS
UPLAND TRANSITION PLANTS
1.0 MAJOR TOPOGRAPHIC CONTOUR
-1.1 - - MINOR TOPOGRAPHIC CONTOUR
SCALE: 1 "=20'
CD SUBMITTAL
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NOT TO BE USED FOR CONSTRUCTION
6
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Reference No.
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LP104
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INDEX: 66 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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INDEX: 69 OF 89
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SCALE: 1 "=10'
CD SUBMITTAL
ISSUED: 2023-03-17
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INDEX: 70 OF 89
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MEN
NOTES
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No
1. FOR PLANTING NOTES, SEE BATTLESHIP � M`M
N O R T N
.\� SHEET LP001. NORTH CAROLINA CART LINA
V DEPARTMENT OF
NATURAL&
CULTURAL
RESOURCES
2. FOR PLANTING SCHEDULE, SEE
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CID SUBMITTAL Reference No.
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NOT TO BE USED FOR CONSTRUCTION a
INDEX: 72 OF 89
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BALL
C�KBILL TENSION STRAP
TREE CANOPY, SEE
PLANTING PLAN
FOR LOCATIONS
-H SAUCER
NOTE:
ANCHORS TO BE SPACED EQUALLY AT 120 - DEGREES
AROUND THE TREE. DUCKBILL MODEL #68-RBK, STRAP
BY FORESIGHT PRODUCTS, LLC OR APPROVED EQUAL
REMOVE TOP
THIRD OF BURLAP
AND ANY NAILS,
PINS, ETC.
ROOT CROWN TO BE `
FINISHED GRADE,
REMOVE EXCESS SOIL
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STAKE PLACED IN
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LP501
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\� IIII
PREPARED PLANTING MIX
RAISE PIT BOTTOM TO SET ROOT
CROWN AT THE CORRECT HEIGHT,
PLACE FIRM SOIL UNDER ROOTBALL
ELEVATION
TREE PLANTING - ROOT BALL ANCHORS
NOT TO SCALE
B SAUCER RIM 3" ABOVE
FINISH GRADE. SLOPE
GRADUALLY TO FINISH
GRADE, 3" MULCH IN
PLANTING BED, SEE SPECS
I
LIGHTLY COMPACTED
TOPSOIL MIX
1
PREPARED
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MIX •
FINISH GRADE
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LP501 NOT TO SCALE
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PLANT MATERIAL
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LP501 NOT TO SCALE
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CD SUBMITTAL
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INDEX: 73 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
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BASE BID & BID ALTERNATE 1 PLANTING SCHEDULE BID ALTERNATE 2 PLANTING SCHEDULE
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LP601
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INDEX: 74 OF 89
PARKING LOT PLANT SCHEDULE
SYMBOLOGY
COMMON NAME
SCIENTIFIC NAME
SIZE
SPACING
QUANTITY
Qp
Willow Oak
Quercus phellos
4" CAL.
SEE PLAN
13
Qs
Shumard Oak
Quercus shumardii
4" CAL.
SEE PLAN
8
Ns
Black Gum
Nyssa sylvatica
4" CAL.
SEE PLAN
6
Mg
Southern Magnolia
Magnolia grandiflora
3" CAL.
SEE PLAN
20
Bn
River Birch
Betula nigra
30 GAL.
SEE PLAN
7
Jv
Eastern Red Cedar
Juniperus virginiana
3" CAL.
SEE PLAN
9
Wm
Wax Myrtle
Myrica cerifera
30 GAL
SEE PLAN
30
My
Sweetbay Magnolia
Magnolia virginiana
30 GAL
SEE PLAN
28
Iv
Dwarf Youpon Holly
Ilex vomitoria 'Nana'
3 GAL.
3' O.C.
121
Ig
Inkberry Holly
Ilex glabra
3 GAL.
3' O.C.
37
Ca
American Beautyberry
Callicarpa americans
3 GAL.
3' O.C.
60
Sm
Dwarf Palmetto
Sabal minor
3 GAL.
3' O.C.
82
Sr
Saw Palmetto
Serenoa repens
3 GAL.
3' O.C.
48
Mc
Muhly Grass
Muhlenbergia capillaris
3 GAL.
3' O.C.
151
Ss
Seaside Goldenrod
Solidago sempervirens
'Fireworks'
3 GAL.
3' O.C.
12
At
Butterfly Weed
Ascelpias tuberosa
1 GAL.
18" O.C.
63
Hp
Firebush
Hamelia patens
3 GAL.
3' O.C.
13
Md
Turk's Cap
Malvaviscus drummondii
3 GAL.
3' O.C.
18
Ep
Purple Coneflower
Echinacea purpura
1 GAL.
18" O.C.
139
Hm
Swamp Rosemallow
Hibiscus moscheutos
3 GAL.
3' O.C.
4
Rh
Black Eyed Susan
Rudbeckia hirta
1 GAL.
18" O.C.
62
Mp
Spotted Horsemint
Monarda punctata
1 GAL.
18" O.C.
33
+ + + + +
+ + + +
+ + + + +
+++++++++
Groundcover Mix
50% Carex laxiculmis 'Bunn y
Blue; 25% Carex plantaginea,
25% Chrysogonum virginianum
4" POT
8" O.C.
4,770 SF
BermudaTurf Grass
Cynoden dactylon
Sod
27,121 SF
TIDAL WETLAND PLANT SPECIES
PLANTING ZONE
SCIENTIFIC NAME
COMMON NAME
TYPE
STEM COUNT
A. LOW MARSH
SPA RTINA ALTERNIFLORA
SMOOTH CORDGRASS
6.7-CI PLUG
21,035
B. HIGH MARSH
CLADIUM JAMAICENSE
SAWGRASS
6.7-CI PLUG
2,600
DISTICHLIS SPICATA
SALGRASS
6.7-CI PLUG
4,800
JUNCUS ROEMERIANUS
BLACK NEEDLERUSH
6.7-CI PLUG
5,680
LIMONIUM CAROLINIANUM
SEA LAVENDER
6.7-CI PLUG
500
SAGITTARIA LANCIFOLIA
BULLTONGUE
6.7-CI PLUG
2,500
SALICORNIA VIRGINICA
GLASSWORT
6.7-CI PLUG
1,000
C. UPLAND TRANSITION
BORRICHIA FRUTESCENS
SEA OX-EYE DAISY
6.7-CI PLUG
500
SPAR TINA PATENS
SALTMEADOW CORDGRASS
6.7-CI PLUG
11,740
STORMWATER WETLAND PLANT SPECIES
PLANTING ZONE
SCIENTIFIC NAME
COMMON NAME
TYPE
STEM COUNT
A. SHALLOW WATER
CLADIUM JAMAICENSE
SAWGRASS
6.7-CI PLUG
855
PONTEDERIA CORDATA
PICKERELWEED
6.7-CI PLUG
200
SAGITTARIA LANCIFOLIA
BULLTONGUE
6.7-CI PLUG
1,715
SCHOENOPLECTUS
AMERICANUS
THREE -SQUARE BULRUSH
6.7-CI PLUG
860
B. SHALLOW LAND
HIBISCUS MOSCHEUTOS
SWAMP ROSEMALLOW
6.7-CI PLUG
200
SOLIDAGO SEMPERVIRENS
SEASIDE GOLDENROD
6.7-CI PLUG
200
SPAR TINA PATENS
SALTMEADOW CORDGRASS
6.7-CI PLUG
3,390
ADD ALTERNATE PLANTING
SYMBOLOGY
COMMON NAME
SCIENTIFIC NAME
SIZE
SPACING
QUANTITY
Qp
Willow Oak
Quercus phellos
4" CAL.
See Plan
10
Ns
Black Gum
Nyssa sylvatica
4" CAL.
See Plan
6
Jv
Eastern Red Cedar
Juniperus virginiana
3" CAL.
See Plan
8
Wm
Wax Myrtle
Myrica cerifera
30 GAL
See Plan
33
Sm
Dwarf Palmetto
Sabal minor
3 GAL.
3' O.C.
103
Sr
Saw Palmetto
Serenoa repens
3 GAL.
3' O.C.
99
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m
GENERAL NOTES
1. ELECTRICAL DRAWINGS ARE PARTIALLY DIAGRAMMATIC. REFER TO ARCHITECTURAL,
STRUCTURAL, AND CIVIL DRAWINGS FOR GUIDANCE ON DIMENSIONS, DETAILS, AND
LOCATIONS OF DUCTS AND PIPES. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING
WITH PIPES, STRUCTURAL STEEL, OR OTHER SYSTEMS.
2. NOT ALL PLAN SHEETS REQUIRE ELECTRICAL WORK. THUS ELECTRICAL PLAN SHEETS MAY
E NOT BE SEQUENTIAL. REFER TO DRAWING INDEX FOR ELECTRICAL SHEET NUMBERS.
3. THE CONTRACTOR SHALL EXAMINE THE CONTRACT DOCUMENTS AS A WHOLE. THE
CONTRACTOR SHALL PROVIDE STARTERS, CIRCUITRY, PROTECTIVE DEVICES, AND
ASSOCIATED APPURTENANCES FOR ALL EQUIPMENT REQUIRING POWER THAT IS NOT
INDICATED ON THE ELECTRICAL DRAWINGS BUT INDICATED IN THE CONTRACT DOCUMENTS.
THIS WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
4. THE CONTRACTOR SHALL CLOSELY STUDY THE CONSTRUCTION SEQUENCE AND NOTES AS
OUTLINED. SLIGHT DEVIATIONS FROM WORK SPACES MAY BE NECESSARY TO FULLY
COMPLETE A CONSTRUCTION AREA AS OUTLINED ON THAT SHEET. THE DEVIATIONS SHALL BE
HELD TO A MINIMUM AND SHALL BE FULLY COORDINATED WITH THE OWNER AND OWNER'S
REP. ALL SUCH DEVIATIONS SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER.
5. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING
CONDITIONS. DURING THE VISIT AND/OR DURING CONSTRUCTION, IF ANY CONFLICTS ARISE IN
BETWEEN EXISTING CONDITIONS AND NEW WORK, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO PROVIDE SKETCHES TO THE OWNER'S REP ON THE CORRECTIVE
MEASURES OF THE CONFLICT PRIOR TO THE WORK BEING PERFORMED. THE OWNER'S REP
SHALL PROVIDE RECOMMENDATIONS BACK TO THE CONTRACTOR. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO EXECUTE THE SKETCHES WITH RECOMMENDATIONS, TO INCLUDE
LABOR AND MATERIALS.
6. UNLESS SPECIFICALLY NOTED TO BE EXISTING, ALL WORK AND MATERIAL SHOWN ARE NEW
D AND SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH ALL
LABOR, MATERIAL, EQUIPMENT, APPURTENANCES, SERVICES AND SUPERVISION FOR A
COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS. ALL MATERIAL AND
EQUIPMENT SHALL BE WORKED INTO A COMPLETE, CONVENIENT, AND ECONOMICAL SYSTEM
OR SYSTEMS. ALL APPARATUS, PARTS, MATERIAL, AND ACCESSORIES WHICH ARE
NECESSARY TO ACCOMPLISH THIS RESULT SHALL BE PROVIDED AND SHALL INCLUDE OTHER
EQUIPMENT SELECTIONS TO MEET THE PARAMETERS INDICATED. MANUFACTURER'S
INSTRUCTIONS, WRITTEN OR OTHERWISE, SHALL BE FOLLOWED UNLESS SUPERSEDED HERE
IN. ALL ITEMS SHOWN ARE NEW AND SHALL BE PROVIDED BY THE CONTRACTOR UNLESS
SPECIFICALLY INDICATED OTHERWISE. ALL ACCOMPLISHED RESULTS SHALL BE PROVIDED AT
NO ADDITIONAL COST OR TIME TO THE OWNER AND NO ADDITIONAL COST TO THE CONTRACT
AMOUNT INCLUDING ALL HARDWARE WIRING AND MISCELLANEOUS ITEMS AS NECESSARY
FOR A COMPLETE AND OPERATIONAL SYSTEM.
7. SYMBOLS IN THE LEGENDS ARE APPLICABLE GENERALLY. SINCE THE APPEARANCE OF A
PARTICULAR SYMBOL IN THE LEGEND DOES NOT NECESSARILY IMPLY THAT THE ITEM IS
INCLUDED IN THE CONTRACT, REFER TO THE SCHEDULES, LAYOUTS, DETAILS, AND TO THE
SPECIFICATIONS FOR EXACT REQUIREMENTS.
8. "PROVIDE" IS DEFINED TO MEAN THAT THE CONTRACTOR SHALL FURNISH, INSTALL, ADJUST,
TEST AND INTEGRATE INTO A COMPLETE SYSTEM THE ITEM INDICATED. INCLUDING ALL
HARDWARE, WIRING, AND MISCELLANEOUS ITEMS AS NECESSARY FOR A COMPLETE AND
OPERATIONAL SYSTEM.
C 9. THE TERM "CONDUIT" AS USED ON THIS PROJECT DOES NOT IMPLY A QUANTITY OF ONE
SINGLE CONDUIT. IT COULD ALSO MEAN MORE THAN ONE CONDUIT. SEE PLANS FOR CONDUIT
QUANTITIES
10. ALL WORK TO CONFORM WITH 2O20 EDITION OF NATIONAL ELECTRICAL CODE (N.E.C.), WITH
NC AMENDMENTS, STATE AND LOCAL CODES. INSTALLATION SHALL BE IN ACCORDANCE WITH
NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (N.E.C.A.) STANDARDS.
11. ALL POWER AND COMMUNICATION CIRCUITS TO BE RUN IN INDIVIDUAL CONDUITS UNLESS
SPECIFIED OTHERWISE ON DRAWINGS.
12. CONDUIT ROUTINGS SHALL NOT INTERFERE WITH NEW OR EXISTING EQUIPMENT, PIPING,
CONDUIT OR WORK AND SHALL NOT OBSTRUCT ACCESS TO ANY EQUIPMENT.
13. WHERE CONDUIT AND WIRING HAS NOT BEEN SHOWN ON THE DRAWINGS, THE
ARRANGEMENT AND ROUTING OF LIGHTING AND RECEPTACLE BRANCH CIRCUITS WILL BE AT
THE CONTRACTOR'S DISCRETION IN ACCORDANCE WITH GENERALLY ACCEPTED GOOD
PRACTICE AND NATIONAL ELECTRICAL CODE (N.E.C.) REQUIREMENTS.
14. UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER, UL LISTED, RATED FOR 600 VOLTS,
TYPE THHN/THWN, NO. 12 AWG MINIMUM SIZE UNLESS NOTED. CONDUCTORS LARGER THAN
#10 AWG AND CONTROL, INSTRUMENTATION, AND COMMUNICATIONS CONDUCTORS SHALL BE
B STRANDED.
15. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING DUKE ENERGY AND THE
OWNER UNDERGROUND CONDUCTORS AND ALL OTHER UTILITIES PRIOR TO DIGGING.
16. THE CONTRACTOR SHALL VERIFY LOCATION, SIZE, AND LOAD OF ALL EQUIPMENT BEING
FURNISHED BEFORE ROUGHING IN OF ANY CONDUIT. WHERE LOCATIONS OF EQUIPMENT ARE
INSTALLED OTHER THAN INDICATED OR EQUIPMENT OF HIGHER OR LOWER LOADS IS
INSTALLED, THE SIZE OF STARTERS, CIRCUITRY, CONDUIT, PROTECTIVE DEVICES, AND
ACCESSORIES SHALL BE ADJUSTED ACCORDINGLY AT NO ADDITIONAL COST TO THE OWNER.
17. PROVIDE A #12 (MIN.) COPPER TRACER WIRE WITH INSULATION THAT IS NOT WHITE, GRAY, OR
GREEN IN COLOR IN ALL NEW SPARE CONDUITS. THE TRACER WIRE MAY ALSO SERVE AS THE
PULL CORD IN ADDITION TO THE FOIL BACKED WARNING TAPE. EVERY SPARE CONDUIT SHALL
BE LABELED ON EACH END WITH DESTINATION.
18. PAINT ALL SURFACE MOUNTED CONDUITS TO MATCH ADJACENT SURFACES, UNLESS
OTHERWISE NOTED.
19. HORSEPOWER RATINGS AND EQUIPMENT RATINGS ARE SHOWN FOR BASIS OF DESIGN.
FRACTIONAL HORSEPOWER RATINGS OR LESS ARE NOT SHOWN.
20. WIRE AND CONDUIT FOR EQUIPMENT AND MOTOR LOADS SHALL BE CONTINUOUS IN SIZE AND
A COUNT FROM THE SOURCE TO THE FINAL CONNECTION. SIZE AND COUNT SHALL BE AS
INDICATED ON THE CIRCUIT HOME RUN, UNLESS OTHERWISE NOTED.
21. THE CONTRACTOR SHALL PROVIDE ALL POWER WIRING, CONDUIT, AND ASSOCIATED
APPURTENANCE FOR EQUIPMENT PROVIDED BY OTHERS AND OTHER CONTRACTORS, UNLESS
OTHERWISE NOTED.
22. PROVIDE HACR TYPE CIRCUIT BREAKERS FOR MECHANICAL TYPE EQUIPMENT.
1 1 2
GENERAL NOTES (CONTINUED)
23. WHEREVER A NEW TO EXISTING CONNECTION IS REQUIRED, PROVIDE EXTENSION RINGS,
SPLICES, WIRE, CONDUIT FITTINGS, AND ASSOCIATED APPURTENANCES. PERFORM ALL
CUTTING AND PATCHING AS REQUIRED TO MAKE THE CONNECTIONS.
24. MINIMUM BURIAL DEPTH FOR CONDUIT IS 36" BELOW FINISHED GRADE TO TOP OF CONDUIT,
UNLESS INDICATED OTHERWISE. CIVIL DRAWINGS OVERRULE THE ELECTRICAL DRAWINGS ON
THE TOPIC OF CONDUIT BURIAL DEPTHS.
25. SEAL WITH CONCRETE ALL PENETRATIONS OF BELOW -GRADE PULL BOXES AND VAULTS
AFTER CONDUITS ARE INSTALLED.
26. EVERY CONDUIT ENTERING AN UNHEATED ENCLOSURE FROM BELOW GRADE SHALL BE
SEALED WITH 3M MODEL 08578 STRIP CAULK TO PREVENT MOISTURE ENTERING THE
ENCLOSURE FROM BELOW GRADE. EVERY SPARE CONDUIT ENTERING AN UNHEATED
ENCLOSURE FROM BELOW GRADE, SHALL BE SEALED WITH A THREADED PVC CAP WITH A
HOLE DRILLED FOR THE TRACER WIRE, SEALED WITH SILICONE CAULK.
27. PROVIDE SUPPORTS FOR SWITCHES, CONTROL PANELS, RACEWAYS AND OTHER ELECTRICAL
EQUIPMENT.
28. A SEPARATE EQUIPMENT GROUND CONDUCTOR SHALL BE INSTALLED WITH CIRCUITS. THE
EQUIPMENT GROUND CONDUCTOR SHALL BE CONNECTED TO ALL DEVICES AND EQUIPMENT
SUCH THAT REMOVAL OF ANY DEVICE OR EQUIPMENT CANNOT INTERRUPT THE CONTINUITY
OF THE EQUIPMENT GROUNDING CONDUCTOR TO AND FROM OTHER DEVICES OR EQUIPMENT.
29. PROVIDE GROUNDING AS SHOWN ON PLANS AND ALL ELECTRICAL PANELS AND EQUIPMENT,
BUILDINGS, STRUCTURES, AND FOUNDATIONS (OPPOSITE CORNERS), EQUIPMENT PADS AND
RACKS, RTG RAILS, ALL HIGH MAST LIGHTING AND ANTENNAS, AND CHAIN LINK FENCE (NOT
TO EXCEED 200' BETWEEN GROUND RODS). PROVIDE GROUND RODS (3/4"x10'-0") AND MINIMUM
#4/0 BARE COPPER WIRE (LION), USE EXOTHERMIC WELDED FOR ALL GROUNDING
CONNECTIONS.
30. PROVIDE DIRECTORIES IN PANELBOARDS COMPLETE WITH LOAD TYPE, AND LOCATIONS.
31. PROVIDE NEW WIRING DEVICE CIRCUIT LABELS AND PANELBOARD DIRECTORIES FOR
EXISTING ITEMS THAT ARE MODIFIED.
GENERAL UTILITY NOTES
1. COORDINATE ALL ELECTRICAL SERVICE REQUIREMENTS WITH UTILITY.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NEW SERVICE LATERALS FROM
THE UTILITY METER BASES AND UTILITY CT CABINETS.
3. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE UTILITY.
4. THE CONTRACTOR IS TO NOTE THAT THESE DOCUMENTS ARE DIAGRAMMATIC ONLY AND
THAT FINAL PLACEMENT OF EQUIPMENT OR DEVICES IN THE FIELD MAY NOT DIRECTLY
CORRESPOND TO THAT WHICH IS SHOWN ON THE DRAWINGS. IF A CONFLICT IS TO OCCUR,
THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY TO ASCERTAIN WHAT THE
INTENT WAS BY THE DESIGN PROFESSIONAL.
5. THE CONTRACTOR SHALL COORDINATE 2 WEEKS PRIOR, A SERVICE INTERRUPTION DATE
WITH THE OWNER AND THE UTILITY PROVIDER, TO MAINTAIN ALL ELECTRICAL AND
TELECOMMUNICATION SERVICES TO THE BUILDING DURING CONSTRUCTION.
6. THE UTILITY, DUKE ENERGY, POINT OF CONTACT IS TRENT PORTER AND PAUL D'ALESSANDRO
[e-mail]
PAUL.D'[e-mail]
7. THE AT&T POINT OF CONTACT IS ERNEST LONG.
[e-mail]
ABBREVIATIONS (SEE G-004 FOR GENERAL ABBREVIATIONS)
A
AMP/AMPERE
AF
AMPEREFRAME
AFF
ABOVE FINISHED FLOOR
AC
ALTERNATING CURRENT
A/C
AMPS INTERRUPTING CAPACITY
AFG
ABOVE FINISHED GRADE
ATS
AUTOMATIC TRANSFER SWITCH
AUX
AUXILIARY
BFG BELOW FINISHED GRADE
BLDG. BUILDING
BRKR BREAKER
C
CONDUIT
CB
CIRCUIT BREAKER
CBP
US CUSTOMS AND BORDER PATROL
CIP
(FUTURE) COLD -IRONING PIT
CKT
CIRCUIT
C/L
CENTER LINE
COMMS
COMMUNICATIONS
CPT
CURRENT POTENTIAL TRANSFORMER
CST
COMMUNICATIONS SHORE -TIE STATION
CT
CURRENT TRANSFORMER
CU
COPPER
D
DEPTH
DC
DIRECT CURRENT
DIST
DISTRIBUTION
ECB
ENCLOSED CIRCUIT BREAKER EQUIP EQUIPMENT
EV
ELECTRICAL (LOW VOLTAGE) VAULT
EXIST, EXST
EXISTING
FACP
FIRE ALARM CONTROL PANEL
FDS
FUSED DISCONNECT SWITCH
(AMP RATING/FUSE SIZE/# OF POLES/NEMA RATING)
FIP
FIBER INSPECTION PROBE
(COMMS CABINET)
3
ABBREVIATIONS (CONTINUED
GABC GRADED AGGREGATE BASE COURSE
GEC GROUNDING ELECTRODE CONDUCTOR
GEN GENERATOR
GFI, GFCI GROUND FAULT CURRENT INTERRUPTER
G, (G), GND, GR GROUND
LINETYPES
EXISTING UNDERGROUND ELECTRICAL CONDUIT
FO - EXISTING UNDERGROUND FIBER CONDUIT
C EXISTING UNDERGROUND COMMUNICATIONS CONDUIT E
H
HEIGHT
-� -A- -
DEMOLITION LINE
HACR
HEATING, AIR CONDITIONING, AND REFRIGERATOR
HML
HIGH MAST LIGHT(S)
EC
PROPOSED ABOVE GROUND CONDUIT, DIRECT BURIED
IAW
IN ACCORDANCE WITH
ICTF
INTERNATIONAL CONTAINER TRANSFER FACILITY
OE
PROPOSED ELECTRICAL, OVERHEAD
JB, JBOX
JUNCTION BOX
UE
PROPOSED UNDERGROUND ELECTRICAL, DIRECT BURIED
KAIC
THOUSAND AMPERE INTERRUPTING CAPACITY
KCIVIL
THOUSAND CIRCULAR MILLS
FO
PROPOSED UNDERGROUND FIBER CONDUIT, DIRECT BURIED
KV
KILOVOLT
KVA
KILOVOLT AMPERE
KW
KILOWATT
C
EXISTING UNDERGROUND COMMUNICATIONS CONDUIT, DIRECT BURIED
LCP
LIGHTING CONTROL PANEL
LP
LIGHT POLE (STREET LEVEL)
LEGEND
M
METER
MAX
MAXIMUM
WALKWAY LIGHTING LUMINAIRES
MCB
MAIN CIRCUIT BREAKER
MH
MANHOLE
SITE LIGHTING LUMINAIRES
MID
MIDDLE
MIN
MINIMUM
MLO
MAIN LUG ONLY
LIGHTING CONTROL PANEL
MPZ
MINI POWER ZONE
MT
MOUNT
MTG
MOUNTING
Pc
CANOPY MOUNTED PHOTOCELL SENSOR
MV
MEDIUM VOLTAGE
mELECTRICAL
QUAZITE CABINET, SEE DETAIL ON SHEET E-501.
NC
NORMALLY CLOSED
NEC
NATIONAL ELECTRICAL CODE
NECA
NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION
UTILITY POLE GUY
NEMA
NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
NFDS
NON -FUSED DISCONNECT SWITCH
�i
UTILITY POWER POLE
(AMP RATING/NEMA RATING/# OF POLES)
NIC
NOT IN CONTRACT
NO
NORMALLY OPEN
NTS
NOT TO SCALE
OC
ON CENTER
OCR
OPTICAL CHARACTER RECOGNITION
OS
ON SLEEPER (MOUNTED ON PAVEMENT)
P
POLE
POE
POWER OVER ETHERNET
POTS
PLAIN OLD TELEPHONE SERVICE
PT
POTENTIAL TRANSFORMER
PVC
POLYVINYL CHLORIDE
PWR
POWER
REC
RECEPTACLE
REP
REPRESENTATIVE
REQ'D
REQUIRED
RGS
RIGID GALVANIZED STEEL
ROA
REEFER OUTLET ASSEMBLY
RPM
RADIATION PORTAL MONITOR
RTG
RUBBER TIRED GANTRY
SCH
SCHEDULE
SE
SERVICE ENTRANCE
SER
SERVICE ENTRANCE RATED (UL LISTED)
SJBC
SILT JET CONTROL BOX
SPD
SERVICE PROTECTION DEVICE
SPWR
SHORE POWER (480V)
SS
STAINLESS STEEL
SWGR
SWITCHGEAR
T,TRANSF
TRANSFORMER
TYP
TYPICAL
U.G., UG
UNDERGROUND
LION
UNLESS OTHERWISE NOTED
UL
UNDERWRITERS LABORATORIES
UPS
UNINTERRUPTIBLE POWER SUPPLY
V, VOLT
VOLTAGE
VAC
VOLTS ALTERNATING CURRENT
VDC
VOLTS DIRECT CURRENT
VFC
VARIABLE FREQUENCY CONTROLLER
W
WATT, WIRE, WIDTH, WITH
WAP
WIRELESS ACCESS POINT
WI
WEATHERPROOF IN -USE
WP
WEATHERPROOF
WS
WATER SIDE
XFMR
TRANSFORMER
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KEY PLAN
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1. ALL NEW SITE LIGHTING FIXTURES SHALL BE
PROVIDED WITH A 20A CIRCUIT BREAKER, (2) #10,
#10(G) IN 1" CONDUIT.
2. SUSPEND CONDUITS BENEATH NEW PEDESTRIAN
BOARDWALK. SUPPORTS FOR CONDUITS SHALL BE
INSTALLED PER NFPA 70.
KEY NOTES - DEMOLITION
KEY NOTES - NEW WORK
O
1. SUSPEND, ANCHOR AND ROUTE NEW PVC
COVERED RGS CONDUIT CONDUIT, PER NFPA 70,
TO THE SIDE OF THE NEW PEDESTRIAN
BOARDWALK.
2. CONTRACTOR SHALL USE LIQUIDTIGHT METALLIC
FLEXIBLE CONDUIT (LMFC) TO TRANSITION
BETWEEN UNDERGROUND CONDUITS AND ABOVE
GROUND CONDUITS.
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1 12 3 I 4 15
GENERAL SHEET NOTES
1. ALL NEW SITE LIGHTING FIXTURES SHALL BE
PROVIDED WITH A 20A CIRCUIT BREAKER, (2) #10,
#10(G) IN 1" CONDUIT.
2. PANELBOARDS WITH NEW LOADS SHALL BE
MONITORED FOR A MINIMUM OF 30 DAYS AND BE
REPORTED BACK TO M&N. DATA TO BE COLLECTED
SHALL INCLUDE THE MAXIMUM PEAK DEMAND LOAD
OF EACH AFFECTED PANELBOARD.
3. SEE SHEET E-902 FOR IDENTIFIED CIRCUIT
BREAKER LOCATIONS LOCATED ON EXISTING
PANELBOARDS.
KEY NOTES - DEMOLITION
1. DEMOLISH EXISTING ELECTRICAL UTILITY LINES
BACK TO SOURCE.
2. DEMOLISH ALL ASSOCIATED EXISTING PARKING
LOT LIGHTING CONTROL EQUIPMENT LOCATED
WITHIN THE EXISTING ELECTRICAL ROOM FOR NEW
LIGHTING CONTROL PANEL. SEE SHEET E-902 FOR
A VISUAL REPRESENTATION OF THE EXISTING
PARKING LOT LIGHTING CONTROL EQUIPMENT.
KEY NOTES - NEW WORK O
1. TO CORRESPONDING EXISTING ELECTRICAL
PANELS IN ELECTRICAL ROOM. SEE LIGHTING
FIXTURES FOR CIRCUIT DESIGNATIONS.
2. WALL -MOUNTED PHOTOCELL SENSOR TO BE
CONNECTED TO NEW LIGHTING CONTROL PANEL IN
EXISTING ELECTRICAL ROOM. PHOTOCELL SENSOR
SHALL CONTROL ALL NEW SITE LIGHTING
FIXTURES.
3. SUSPEND, ANCHOR AND ROUTE NEW PVC
COVERED RGS CONDUIT, PER NFPA 70, TO THE
SIDE OF THE NEW PEDESTRIAN BOARDWALK.
4. EXISTING TELECOMMUNICATIONS PEDESTAL TO BE
RELOCATED.
5. TO EXISTING COMMUNICATIONS EQUIPMENT.
6. NEW LIGHTING CONTROL PANEL SHALL BE
INSTALLED DURING CONSTRUCTION OF PHASE B.
USE THE DEMOLISHED LIGHTING CONTROL PANEL'S
CIRCUIT, CIRCUIT'PPA-16'. CONTRACTOR TO
PROVIDE NEW CONDUCTORS AND 20 A CIRCUIT
BREAKER. CONDUCTOR SIZES SHALL BE 2#10 AND
#10(G).
7. CONTRACTOR SHALL USE LIQUIDTIGHT METALLIC
FLEXIBLE CONDUIT (LMFC) TO TRANSITION
BETWEEN UNDERGROUND CONDUITS AND ABOVE
GROUND CONDUITS.
8. FOR ALTERNATIVE BID 2. CONDUITS SHALL RUN TO
EXISTING ELECTRICAL ROOM.
9. EXISTING LIGHTING CONTROL PANEL SHALL BE
USED FOR PHASE A FOR ALL NEW LIGHTING
CIRCUITS.
20' 0' 20' 40'
SCALE: 1 "=20'
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NOT TO BE USED FOR CONSTRUCTION
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GENERAL SHEET NOTES BATTLESHIP NNmN
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2. SEE SHEET E-902 FOR IDENTIFIED CIRCUIT
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TIMBER HANDRAIL, TYP.
ELECTRICAL CONDUIT RACEWAY TO
BE RAN ON THE OUTSIDE FACE OF
THE BOARD WALK.
O
BACKFILL TRENCH COMPACTED
STRUCTURAL FILL TO 98%
MODIFIED PROCTOR w '
DETECTABLE WARNING TAPE
BRADY CAT# 91601 OR EQUAL
(18" BELOW GRADE
ELECTRICAL CONDUI'
AS NOTED ON SITE PLAT
TYP SEPARATION TYP
NOTES
TOP OF CONDUIT
ONS
NOTED ON
1. REFER TO PLAN LAYOUTS AND CABLE SCHEDULE FOR CONDUIT/CIRCUIT TYPE, QUANTITY, AND DUCT BANK
STYLE.
2. 36" MINIMUM DEPTH, EXACT DEPTH TO BE COORDINATED WITH CIVIL, STRUCTURAL, AND EXISTING
CONDITIONS. DEPTH LESS THAN 36" MUST BE APPROVED BY ENGINEER.
3. REFER TO CABLE SCHEDULE, FOR CONDUIT GROUPING DETERMINATION. ALL VOLTAGE DESIGNATIONS 120V
AND ABOVE SHALL BE GROUPED WITH ELECTRICAL CONDUITS. CIRCUITS CONNECTED AT LESS THAN 120V
WILL BE GROUPED WITH OTHER COMMUNICATIONS CONDUITS.
4. PROVIDE 36" MINIMUM COMPACTED BACKFILL COVER OF ALL DUCTBANKS AND UNDERGROUND CONDUIT.
5. CONDUITS PLACED IN TRENCH TO BE INSPECTED PRIOR TO BACKFILLING.
B2 SECTION - UNDERGROUND CONDUIT UNSTACKED
E-501 / SCALE: NTS
NEW SURF
MAT(
UNDISTURBED
COMPACTED S'
TO 98% MOE
TIER
HAND
NOTES
nr,r," �r c+Tnnnnrr� LABEL
;H
STING
ZFACE
FEXTILE
'PED
\VEL AND
OF VAULT
DEPTH OF 5/8" WASHED ROCK
1. GROUT SPACE AROUND DUCT BANKS AFTER CONDUIT INSTALLED. FOR NUMBER OF CONDUIT PENETRATIONS,
SEE ELECTRICAL PLANS.
2. COVER SHALL BE FURNISHED WITH RECESSED BOLTS, OPENING DEVICES AND SAFETY SUPPORT ARMS.
3. OVERLAP GEOTEXTILE FABRIC (MIRAFI 500 OR EQUAL) 1'-0" UNDER STRUCTURE.
4. PULL BOXES SHALL COMPLY WITH NATIONAL ELECTRICAL CODE. ALL WIRING SPLICING SHALL BE
WATERPROOF SPLICING AND CONDUITS SEALED.
5. PROVIDE CONDUIT TAGS WITH CABLE SCHEDULE NUMBER ON EACH CONDUIT AND WIRE ENTERING AND
LEAVING PULL BOX.
PVC COVERED
RGS CONDUIT
,_z
SEE NOTE 1
1 1-011 31-611
MIN
CL POST
B5
E-501
NOTES:
N E MA-4X
811X8"X4"
JUNCTION
BOX, TYP.
/Ax /�//\\/x\/x\�/x\
8x8 TIMBER POST,
TYP, SEE NOTE -
31-611 1 1-011
MIN
CL POST CL POST
1. SUSPEND ELECTRICAL CONDUIT USING SUPPORTS
BENEATH THE BOARDWALK. SUSPENDED CONDUIT
RACEWAY SHALL BE STAINLESS STEEL HARDWARE.
SECTION - CONDUIT ROUTING AT BOARDWALK
SCALE: NTS
TOP OF DECK
EL VARIES
A2 DETAIL - QUAZITE BOX
E-501 SCALE: NTS CID SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
1 2 3 4 5 6
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E-501
a
INDEX: 85 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

E
Dl
E-502
FEATURES
SEE LUMINANIRE SCHEDULE FOR
IES PATTERN TYPE
OPTIONS
OTHER: FUSED (SEE LUMINAIRE SCHEDULE FOR VOLTAGE); DESIGN
LIGHTS CONSORTIUM (DLC) QUALIFIED; UL LISTED FOR WET LOCATIONS;
NOMINAL DIMENSIONS: AS SHOWN
GENERAL DESCRIPTION
HOUSING: CAST ALUMINUM HOUSING AND CAGE. HOUSING SHALL BE
PENDANT MOUNTED.
Bl - PENDANT -MOUNTED WALKWAY LUMINAIRE
SCALE: NTS
611
FEATURES
OPTICS:
FULL CUT-OFF LENS 33"
B5-UO-G4
SEE LUMINANIRE SCHEDULE FOR IES PATTERN TYPE
OPTIONS
C OTHER: FUSED (SEE LUMINAIRE SCHEDULE FOR VOLTAGE); DESIGN
LIGHTS CONSORTIUM (DLC) QUALIFIED; UL LISTED FOR WET LOCATIONS;
3G VIBRATION RATED
Cl
E-502
K
NOMINAL DIMENSIONS: AS SHOWN
GENERAL DESCRIPTION
HOUSING: DIE CAST ALUMINUM HOUSING SHALL BE MOUNTED TO THE
POLE WITH A ONE PIECE ALUMINUM ARM; ALL CONNECTED HARDWARE
SHALL BE CONCEALED WITHIN THE ARM
Sl - POLE MOUNTED PARKING LOT LUMINAIRE
SCALE: NTS
FEATURES
OPTICS:
FULL CUT-OFF LENS
B3-UO-G5
SEE LUMINANIRE SCHEDULE FOR
IES PATTERN TYPE
6"
33'L
OPTIONS
OTHER: FUSED (SEE LUMINAIRE SCHEDULE FOR VOLTAGE); DESIGN
LIGHTS CONSORTIUM (DLC) QUALIFIED; UL LISTED FOR WET LOCATIONS;
3G VIBRATION RATED
NOMINAL DIMENSIONS: AS SHOWN
GENERAL DESCRIPTION
A HOUSING: DIE CAST ALUMINUM HOUSING SHALL BE MOUNTED TO THE
POLE WITH A ONE PIECE ALUMINUM ARM; ALL CONNECTED HARDWARE
SHALL BE CONCEALED WITHIN THE ARM
Al
E-502
S2 - POLE MOUNTED PARKING LOT LUMINAIRE
SCALE: NTS
1
t
Ei
LUMINAIRE SCHEDULE
FIXTURE
TYPE
MARK
DESCRIPTION
VOLTAGE
LIGHT
SOURCE
NOMINAL
WATTS
NOMINAL
LUMENS
FIXTURE FINISH
IES PATTERN
B1
PENDANT -MOUNTED WALKWAY LUMINAIRE
120-277V
LED
40 W
3400
BLACK
III
S1
POLE -MOUNTED PARKING LOT LUMINAIRE
120-277V
LED
256 W
29800
BLACK
V
S2
POLE -MOUNTED PARKING LOT LUMINAIRE
120-277V
LED
256 W
27000
BLACK
IV
NOTES:
1 -ALL LUMINAIRE FIXTURES SHALL BE 3000K CCT AND HAVE A MINIMUM 70 CRI.
SITE LIGHTING POLE SCHEDULE
FIXTURE
TYPE
PAIR
POLE DESCRIPTION
MOUNTING
HEIGHT
POLE
WIDTH
POLE
FINISH
B1
PENDANT -MOUNTED ARM WITH BANNER POSTS
15 FEET
5 INCHES
BLACK
S1
ARM MOUNTED POLE, STRAIGHT
25 FEET
15 INCHES
BLACK
S2
ARM MOUNTED POLE, STRAIGHT
25 FEET
15 INCHES
BLACK
SITE LIGHTING CONTROL STRATEGY
DESCRIPTION OF OPERATION
LIGHTING CONTROL EQUIPMENT
PHOTOSENSOR ON
WALL -MOUNTED PHOTOCELL
PHOTOSENSOR OFF
30% DIM, 11 PM TO 6 AM
USER OPERATED DIMMING AND TIME CLOCK CAPABILITIES FOR
FUTURE ADJUSTMENTS
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
3 4 5 6
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Reference No.
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E-502
a
INDEX: 86 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1 2 3 4 5 6
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CID SUBMITTAL Reference No.
ISSUED: 2023-03-17 E-503
NOT TO BE USED FOR CONSTRUCTION
INDEX: 87 OF 89
CABLE SCHEDULE: POWER
CABLE
ID
FROM
TO
CONDUCTORS
CONNECTION
VOLTAGE
PHASE
NOTES
P001
LPA-10
LUMINAIRE - B 1-1
(2) #10, #10(G)
277V
1
P002
LUMINAIRE - B1-1
LUMINAIRE - B1-2
(2) #10, #10(G)
277V
1
P003
LUMINAIRE - B1-2
LUMINAIRE - B1-3
(2) #10, #10(G)
277V
1
P004
LUMINAIRE - B1-3
LUMINAIRE - B1-4
(2) #10, #10(G)
277V
1
P005
LUMINAIRE - B1-4
LUMINAIRE - B1-5
(2) #10, #10(G)
277V
1
P006
LUMINAIRE - B1-5
LUMINAIRE - B1-6
(2) #10, #10(G)
277V
1
P007
LUMINAIRE - B1-6
LUMINAIRE - B1-7
(2) #10, #10(G)
277V
1
P008
LUMINAIRE - B1-7
LUMINAIRE - B1-8
(2) #10, #10(G)
277V
1
P009
LUMINAIRE - B1-8
LUMINAIRE - B1-9
(2) #10, #10(G)
277V
1
P010
LUMINAIRE -B1-9
LUMINAIRE -S1-1
(2)#10,#10(G)
277V
1
P011
LUMINAIRE - S 1-1
LUMINAIRE - S 1-2
(2) #10, #10(G)
277V
1
P012
LPA-8
LUMINAIRE - S 1-3
(2) #10, #10(G)
277V
1
P013
LUMINAIRE -S1-3
LUMINAIRE -S1-4
(2)#10,#10(G)
277V
1
P014
LUMINAIRE - S 1-4
LUMINAIRE - S 1-5
(2) #10, #10(G)
277V
1
P015
LUMINAIRE -S1-5
LUMINAIRE -S1-6
(2)#10,#10(G)
277V
1
P016
LUMINAIRE - S1-6
LUMINAIRE - S2-1
(2) #10, #10(G)
277V
1
P017
LUMINAIRE - S2-1
LUMINAIRE - S2-2
(2) #10, #10(G)
277V
1
P018
LPA-6
LUMINAIRE - S 1-7
(2) #10, #10(G)
277V
1
P019
LUMINAIRE - S 1-7
LUMINAIRE - S 1-8
(2) #10, #10(G)
277V
1
P020
LUMINAIRE -S1-8
LUMINAIRE -S1-9
(2)#10,#10(G)
277V
1
P021
LUMINAIRE - S1-9
LUMINAIRE - S1-10
(2) #10, #10(G)
277V
1
P022
LUMINAIRE - S1-10
LUMINAIRE - S2-3
(2) #10, #10(G)
277V
1
P023
LUMINAIRE - S2-3
LUMINAIRE - S2-4
(2) #10, #10(G)
277V
1
NOTES:
LL
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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KEY NOTES - DEMOLITION
1. DEMOLISH ALL ASSOCIATED EXISTING PARKING
LOT LIGHTING CONTROL EQUIPMENT LOCATED
WITHIN THE EXISTING ELECTRICAL ROOM FOR NEW
LIGHTING CONTROL PANEL.
w
J
C3) EXISTING PARKING LOT LIGHTING CONTROL EQUIPMENT
E-901 I SCALE: NTS
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
2 3 4 5 6
E
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Sheet
Reference No.
E-901
INDEX: 88 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

©■
❑■
14.
0■
ti
A2 ) EXISTING 480/277 V PANEL 'LPA'
E-902 I SCALE: NTS
1 I 2
■
1
3
7A
10
E
A4 ) EXISTING 208/120 V PANEL 'PPA'
E-902 I SCALE: NTS
4
5
GENERAL SHEET NOTES
1. PANELBOARDS WITH NEW LOADS SHALL BE
MONITORED FOR A MINIMUM OF 30 DAYS AND BE
REPORTED BACK TO M&N. DATA TO BE COLLECTED
SHALL INCLUDE THE MAXIMUM PEAK DEMAND LOAD
OF EACH AFFECTED PANELBOARD.
KEY NOTES - DEMOLITION
1. EXISTING CIRCUIT BREAKERS AND CONDUCTORS
SHALL BE DEMOLISHED.
KEY NOTES - NEW WORK O
1. THE CONTRACTOR SHALL USE THE IDENTIFIED
CIRCUITS TO PROVIDE POWER TO ALL THE
IDENTIFIED ELECTRICAL EQUIPMENT AS SHOWN ON
THE DRAWINGS. PROVIDE NEW CONDUCTORS AND
MATCH NEW CIRCUIT BREAKERS WITH EXISTING
CIRCUIT BREAKER'S MAKE, MODEL AND AIC RATING
CD SUBMITTAL
ISSUED: 2023-03-17
NOT TO BE USED FOR CONSTRUCTION
6
E
® EN
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Reference No.
E-902
INDEX: 89 OF 89
J
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING