SW8190401_APPROVED PLANS_20200508

PERMIT NO.
DOC TYPE
STORMWATER DIVISION CODING SI
POST -CONSTRUCTION PERMIT!
SW8 lgogo l
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATIO
DOC DATE aAa0050-t
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LEGEND
(DA 1) DRAINAGE TO INFILTRATION SYSTEM A
® (DA 3) DRAINAGE TO PERMEABLE PAVEMENT A
(DA 4) DRAINAGE TO PERMEABLE PAVEMENT B
(DA 7) DRAINAGE TO PERMEABLE PAVEMENT WEST
(DA 5) DRAINAGE TO PERMEABLE PAVEMENT EAST A
ZERO RUNOFF AREA
A (DA 2) DRAINAGE TO INFILTRATION SYSTEM C
BYPASS DRAINAGE
Em(DA 6) DRAINAGE TO PERMEABLE PAVEMENT EAST B
1 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.corn
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3008 Bentley Dlvvh D1. riatciytl, rJ0 27,o iY
www.landispilc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAL#SIGNATURE
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I ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
KEY MAP
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Project No.:
C17135
Drawn By:
NBC
Checked By:
JWP
Date:
112MzM19
Scale:
1" = 30'
SHEET TITLE
PROPOSED
DRAINAGE AREAS
APPROVED
NORTH CAPOLINA ENVIRONMENUIL
MANAGEMENT COMM15"
C.AWH 51�1� _
SHEET NO. 1541 j
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10 COWAN STREET
WILMINGTON NC 28403
NCDEQ STORMWATER EXPRESS REVIEW
ISSUED DATE: 04.30.2019
APPROVED: 05.09.2019
REVISED: 04.06.2020
VICINITY MAP
SCALE: 1" = 500'
PROJECT NAME:
SITE ADDRESS:
COUNTY:
RIVER BASIN:
DISTURBED AREA:
EXISTING IMPERVIOUS AREA:
PROPOSED IMPERVIOUS AREA:
NORTH WATERFRONT PARK
10 COWAN STREET - WILMINGTON NC
NEW HANOVER
CAPE FEAR
7.33 AC
10,300 SF
156,619 SF
STORMWATER SHEET LIST
SHEET NUMBER
SHEET TITLE
C-001-Pi
CIVIL NOTES AND LEGEND
C-100-P1
CIVIL TOPOGRAPHIC SURVEY
C-101-Pi
CIVIL DEMOLITION PLAN
C-131-P1
CIVIL SUBDRAINAGE PLAN
C-134-PI
CIVIL INFILTRATION GALLERY DETAILS
C-135-P1
CIVIL PERMEABLE PAVEMENT DETAILS
C-136-P1
CIVIL INFILTRATION SYSTEM A DETAILS
C-137-PI
CIVIL INFILTRATION SYSTEM A DETAILS
C-138-P1
CIVIL INFILTRATION SYSTEM C DETAILS
C-139-P1
CIVIL PERMEABLE PAVEMENT DETAILS
C-530-P1
CIVIL STORM DETAILS
C-531-P1
CIVIL DETAILS
STEWART
CITY OF
STONRTH CAROLINA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
HARGREAVES ASSOCIATES
A 180 VARICK STREET SUITE 204 STEWART INC. - CIVIL ENGINEERING 223 S. WEST STREET FIRM LICENSE* C-1051
NEW YORK, NY 10014 CONTACT: NATALIE CARMEN, PE SUITE 1100 www.stewartinc.com
CONTACT: MARY LYDECKER PROJECT ENGINEER RALl IGH,,.8 5027603 PROJECT #: C17135
617.401.9155 919.866.4776 (T)
MLYDECKER HARGREAVES.COM NCARMEN@ (F)
[e-mail]
1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 15 1 16 1 17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESSONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAUSIGNATURE
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SEAL. T�
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I-ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
KEY MAP
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Project No.: C17135
Drawn By:
Checked By:
Date: 1 /20/2020
Scale:
SHEET TITLE
APPROVED
NORTH CAROLINA EMARONMENTAL
MANAGEMENT COMMISSION
C Ate A 15/N 7a0 ac)
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ISHEET NO.

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1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
COMPLIANCE WITH THE OFFICE OF STATE CONSTRUCTION,
DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE
LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITY
CONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL
JURISDICTIONAL STANDARDS AND SPECIFICATIONS.
2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC
INFORMATION PROVIDED BY CITY OF WILMINGTON ENGINEERING
DIVISION, DATED SEPTEMBER 15, 2015. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES OR CONFLICTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING,
COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING
SERVICES INCLUDING INDEPENDENT LOCATING SERVICES, THE
CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO
NOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO
LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS
PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER
FORM OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR
CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE STARTED
WITHOUT ALL UTILITIES BEING LOCATED.
4. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION
DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED
ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION
AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BE
AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE
CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR
REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF
THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
1. THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO
THE FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE.
2. THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT (WHERE
REQUIRED) TO OBTAIN A CLEAN EDGE.
3. CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR
SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE
AND RAISED TO BE FLUSH WITH NEW GRADE.
4. ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL
BE COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER.
CONTRACTOR IS RESPONSIBLE FOR APPROPRIATE SEQUENCING OF
UTILITY DEMOLITION WITH THE RESPECTIVE UTILITY AGENCIES.
5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO
BEGINNING DEMOLITION OPERATIONS. NOTIFY "NORTH CAROLINA ONE
CALL" (TELEPHONE [phone]) AT LEAST 48 HOURS PRIOR TO START
OF DEMOLITION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."
6, CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE
SOILS SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION
DOCUMENTS.
7. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED
COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND
COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER
REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.
7. THE CONTRACTOR SHALL MAINTAIN "AS -BUILT" DRAWINGS TO
RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO
CONCEALMENT, VALVE AND MANHOLE CHANGES, AND HARDSCAPE
OR LANDSCAPE CHANGES. DRAWINGS SHALL BE PROVIDED TO THE
OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS
REQUESTED THROUGHOUT THE PROJECT FOR RECORD KEEPING.
8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS
ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE
OWNER'S REPRESENTATIVE FOR REVIEW, NO DEPARTURES FROM
THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF
ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION
OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE
FOR THE COORDINATION AND COSTS OF THE RELOCATION AND
ASSOCIATED WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE
PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND
RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE
REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE
PROJECT AS SET FORTH IN THESE PLANS.
12. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF
SUPPORTING FIRE FIGHTING APPARATUS (85,000 LBS) DURING ALL
PHASES OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS
BEGUN.
ASSOCIATED WITH ITEMS TO BE REMOVED.
8. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF
LEGALLY OFF -SITE UNLESS OTHERWISE NOTED ON THIS PLAN.
9. REFER TO EROSION CONTROL DRAWINGS FOR TREE PROTECTION PLAN
AND REQUIREMENTS.
10. ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE
AND LOCAL JURISDICTIONAL CODES OR REQUIREMENTS,
11. TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING
DEMOLITION
12. EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO
BEGINNING DEMOLITION.
13. ITEMS DESIGNATED TO BE SALVAGED AND/OR RE -USED SHALL BE
REMOVED BY THE CONTRACTOR AND PROVIDED TO THE OWNER.
COORDINATE STORAGE LOCATION WITH OWNER'S REPRESENTATIVE.
14, DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE
PIPING SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE
AND STRUCTURES REMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF
THE SYSTEM. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER
DRAINAGE PATTERNS DURING CONSTRUCTION.
I. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT HORIZONTAL
SEPARATION IN WHICH CASE;
a. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR
b. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION
OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE
SEWER.
2. CROSSING A WATER MAIN OVER A SEWER, WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE
BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE
BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND
WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET
ON EACH SIDE OF THE POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED
OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN
PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
SEPARATION OF SANITARY SEWERS AND STORM SEWERS:
1. A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY
SEWER LINES OR BOTH THE SANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OF
FERROUS MATERIALS.
15. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER,
SEWER, ETC) SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD
PIPE AND STRUCTURES REMOVED DO NOT IMPACT OR MINIMIZE SERVICE
INTERRUPTION TO EXISTING FACILITIES TO REMAIN. PROVISIONS SHALL
BE MADE TO MAINTAIN SERVICE DURING CONSTRUCTION.
16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL
DAMAGES TO THE EXISTING DRIVEWAY, PARKING LOT, SIDEWALK AND
CURB AND GUTTER AS A RESULT OF CONSTRUCTION ACTIVITY AND
TRAFFIC. CONTRACTOR SHALL MAINTAIN A PRE -CONSTRUCTION VIDEO
OR PHOTO DOCUMENTATION TO SHOW NO DAMAGES OCCURRED.
17. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT
SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE
CONTRACTOR AS A RESULT OF THE DEMOLITION OR CONSTRUCTION
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
18. CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS 1 EGRESS TO ALL
EXISTING BUILDINGS, PARKING LOTS, AND PATHS OF PEDESTRIAN
TRAVEL THROUGHOUT THE CONSTRUCTION PERIOD
19. ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT
SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE
CONTRACTOR AS A RESULT OF THE DEMOLITION OR CONSTRUCTION
OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
1. SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC
BEARING CASTINGS.
2. UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DA,
3. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE.
MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS
RAISED SIX INCHES ABOVE THE SURROUNDING GRADE, MANHOLES SUBJECT TO POSSIBLE WATER
INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS.
4. MINIMUM REQUIRED SLOPES FOR SEWER SERVICES:
4" SEWER SERVICE - 2.00% SLOPE
6" SEWER SERVICE -1.00% SLOPE
8" SEWER SERVICE - 0.50% SLOPE
5. UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR
VERTICAL CHANGES IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET.
6. SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES
WITH GREATER THAN 3 FEET OF COVER SHALL BE AS NOTED BELOW:
4" SEWER SERVICE - SCH 80
6" SEWER SERVICE - SCH 80
8" SEWER SERVICE - SDR-35
7. SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER
CONTAMINANTS ENTERING THE, NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZED BOTH
IMMEDIATELY UPSTREAM OF THE NEW CONSTRUCTION AND AT THE FIRST MANHOLE DOWNSTREAM IN
THE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING AND APPURTENANCES SHALL BE PROTECTED
FROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW CONSTRUCTION CONNECTING TO OR IN
THE VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS AND PLUG PRIOR TO
OCCUPANCY.
8. ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.
1. AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING THE
REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS 350 OR SOFT
COPPER TYPE K PIPE PER ASTM B88. IF PVC WATERLINE IS INDICATED ON
THE PLANS IT SHALL MEET THE REQUIREMENTS OF AWWA C-900; CLASS 200.
2. ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER,
3. TESTING NOTES:
PRESSURE:
LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE
SPECIFIED IN AWWA C 600. MINIMUM TEST PRESSURE SHALL BE 150 PSI
FOR DOMESTIC AND 200 PSI FOR FIRE PROTECTION.
BACTERIOLOGICAL:
TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE
COLLECTED AT LEAST 24 HOURS APART. IF CONTAMINATION IS
INDICATED, THEN THE DISINFECTION PROCEDURE AND TESTING SHALL
BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED.
4, THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS
NEEDS TO BE NEUTRALIZED BEFORE DISCHARGE. CONTRACTORS SHALL
NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROM MAINS PRIOR TO
DISCHARGE OR TRANSPORT ALL HEAVILY CHLORINATED WATER OFFSITE FOR
PROPER DISPOSAL.
5. PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO
MEET THE LOCAL JURISDICTIONAL REQUIREMENTS.
1. CONTRACTOR SHALL REFERENCE THE BROWNFIELDS AGREEMENT FOR THE
PROPERTY RECORDED IN BOOK 53, PAGE 55-59, DATED J U N E 25, 2008,
DOCUMENT IS AVAILABLE IN NEW HANOVER COUNTY REGISTER OF DEEDS
BOOK 5326, PAGE 1093-1153.
2. ALL REQUIREMENTS OF THE ABOVE REFERENCED BROWNFIELDS
AGREEMENT SHALL BE ADHERED TO ENVIRONMENTAL MANAGEMENT PLAN
G-008A, G-008B, G-008C.
GI'f'X of
aTQNIN
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
IPROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tiilolsondesign.com
ISEAL/SIGNATURE
okCAPO
20oFgSSigy�Ly
•� SEAL f
948�7
CI... 8 GL
��!!l1111111���
p'Q • O Cr • %OLO
IISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
IKEY MAP
N
Project No.: C17135
Drawn By: LAP
Checked By: ACP
Date: 1 /20/2020
Scale: N.T.S.
SHEET TITLE
CIVIL NOTES AND
LEGEND
1 1 2 3 1 4 1 5 6 1 7 8 1 9 1 10 1 11 12 1 13 1 14 15 1 16 1 17
SHEET NO.

allRVEYOR CERTIFICATION
1 CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION FROM DEED AND MAP REFERENCES SHOWN HEREON AND THAT THE
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION SHO HEREON; THAT
THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000+; AND THAT THIS MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROON \ (21
NCA 1600)." THIS 5th DAY OF SEPTEMBER, 2015,
�����/►tt11111g1Z1
'�R�� CARP[ 4i
"'oFtss/o'��"9
CITY S RVEYOR, NCPLS # 3743 Q SEAL
L-3743 f
yQ 5UR`i��go
` sue'
STR
TOP EL.
INY IN
INV IN INV IN
INV OUT
(NW)8.43'
SDMH"A"
13.08'
(SE)10.98'
-
S€!MH'B'
10.13'
(S 6.08'
(SW)6.03'
SDMH'C'
9,92'
(SE 1.92'
(SW)6.02'
(NW)1.72'
SDMH'D'
9.85'
(SE 1.65'
(SW -NE) X-PIPE 3.33'
( 1,65'
SDHM'E'
9.89'
(SE)1.49'
(W)4.44'
(NW1.49'
O'A'
8.91'
NE)5.68'
CI'B'
9.04'
SW)3.60'
(SE)5.31'
SDMH'F'
4.22'
(%-1.68
NW)-1.68
CI'C'
8.84,
NE)5.33'
CI'D'
8.49'
(SW)5.08'
(NW)4.95'
DIW
4.48'
(NE)0.98'
SDMH'G'
4.87'
(SW)0.98'
(SE)0.66
(SW)-1.11'
DI'B'
4.21'
(SE)1.31'
(NWI
STR.
TOP EL.
INV IN .
INV IN INV IN_-
INV OUT
(SW)-3.13'
-SSMH"A"
8.27 '
, ,
(NE)-3.13'
SBMH'B'
8.52'
(NE)-3.08'
(5w)-3.08'
SSMH'C'
10.50'
(NE)-2.45'
(SE)-3.21-
(NW)-3.77'
SSMH'D'
10.63'
(SW)-3.7 "
(NW)-3.95'
SSMH'E'
7.98'
SW)-2.72'
(NE)-2.72'
SSMH'F'
10.61'
NE)-2.68'
(S)-2.68'
SSMH'G'
10.64'
S)-3.04'
(S►1i)0.2e (E)--2.58`
(N)-3.17'
.
SSMH Ht
10.96'
w .58f
NE a.513.
SSMH'I'
17.37'
(E)10.02'
(W)10.02'
SSMH'J'
9.86'
(E)-0,99'
(S)--2.86'
(N)-2.89'
CI•E'
14.68'
(NE)8.43•
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18.77
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W $
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14.$fi
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SW 6.28
B
S 8.a NW 2.11
SDMH'J'
11.96'
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(W)0.21'
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11.43'
(S)7.93'
f
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a
11.45
.
N 7.79
{ }
.
7. 2
SW 7
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SDMH'W
10.5V
(E)6.55'
(S)6.65'
(W)6.55'
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10,44
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E 24
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.
10.41
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(W) - 031
1. PEE ,fig J BRENNAN. JR. CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL (GPS) SURVEY MADE
UNDER MY SUPERVISION; THAT THIS SURVEY WAS PERFORMED TO MEET FEDERAL
GEOGRAPHIC STANDARDS AS APPLICABLE; THAT THE IMAGERY AND/OR ORIGINAL
FDA,\A WAS OBTAINED ON (9115/20 ); THAT THE SURVEY WAS COMPLETED ON
(2/%/2015); THAT CONTOURS SHOWN AS BROKEN LINES MAY NOT MEET THAT
AND ALL COORDINATES ARE BASED ON NAD '83 (2011).
CURB INLET "S"
TOP-9.04'
INV IN (S) 5.44'
1W� OUT (NE) 5.31'
LINE TABLE
LINE #
DIRECTION
LENGTH
L1
S38'54'08"W
33.00'
EXISTING . PK NAIL #20
N- 182,821.6241'
E=2,317,676.8818"
EL=40.44'
imam - tea
.01
G ! �O
,`O
S13.53'54"W
6.64'
S13'53'54'W -25.pIV
-
RIVER VENTURES LLC
DEED BOOK 4311 PAGE 325
CONCRETE
STORMWATER
BOX W/
NO GRATE�--
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1
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/ � i 1/ ti� SMH' ✓'"~� S15'27`1''"W ,
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BOOK 825 PAGE 278 Q h� -: ,•�-✓ 280.86 ---
MAP BOOK 12 PAGE r ''' •--"- .'`-`~ ,IRS
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SD N 183.097.873i , ,. .
31:1` TI RIGHT-OF-WAY ► . -�: DEED BOOK 6052 PA 242 1�
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/ 3 7. 28 E 2 �! 28 9 5
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-�- DEED B00 5785 AGE 2955 CPT-18 s' • ' • , ' •
UTILITY EASEMENT DEED C K P }: , s;• .. f - .
13.12 r•
BtiIDK 825 PAGE 278 MAP BOOK 58 PAGE 310 �: • f . a: 247.•70%• :
�+.. M' BOOK %1 n : 4 i�d`'esr. CPT•-19 34'I5!N• i
12 PAGE 3 I; �' TOTAL AREA :cq':'. 12.36' •j' CRETE
�• = F A3 +� D D84 S.F.= fi.43 ACRES G vmr SEWE
' �` �"` . .°• ♦�' ryo §rye'' o ' ' �. a �1 g,0 ',I. ♦, ♦;L
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14 RIVERWALK EASEMENT .-qAl. 1/GPI-5 `.;.�„�::::., . CPT-16 -i:s.4,:;• •: '' 4"
MAP BOOK 53 PAGE 279 : "' J' 11.14 + 30' UTI EASEMENT 13.04 `r ---13.0� PVC
/ f .
�V yti� r5`>< Q• CPT• 6 ; 4 :' '� DEED BOOK 5474 PAGE 2955 �c
':' ''10.73'-
20 UTILITY R/W No. 1 ;�. tO'
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1
MAP BOOK 12 PAGE 3 / : ' yz o CPT- '' ti ti� � n.- ti ryry �°`
LE END
G
`
PUBLIC UTILITY RIGHT-OF-WAY
(DB 1904 PG 147)
UTILITY RIGHT-OF-WAY
Ow -
'""
RIGHT
RIGHT OF WAY LINES
NC GRID MONUMENT
g
CENTERSTONE FOUND
IRON ROD FOUND
0
IRON PIPE FOUND
COMPUTED POINT
dL
MAG NAIL SET
•
REBAR PIN SET
NHWL
(NORMAL HIGH WATER LINE)
s
A
404 WETLANDS
CW
COASTAL WETLANDS
4
REVISED INFORMATION SSMH 'C','D','G' & 'I'
5/29/2019
3
ADDED TEST BORING LOCATIONS
5/28/2018
2
ADDED SPOT ELEVS, ADDRESS DESIGNER COMMENTS
2/7/2018
1
ADDED ENVIRONMENTAL FLAGGING, REVISIONS TO
TOPOGRAPHIC SURVEY AND NOTES
1 /10/2018
REV. #
REVISIONS
DATE
Q' �y%J ry ``_ - _ �"' R'` 11 �1�2' •♦ .'� 13.1 G1` �'` t `W 4i C' OF WILMINGTiN 50'
-2Z t
p.
a c:S' '` :: EASEMENT
`/a CAP EL ::Q;:'= '= : REED BOOK 903 PAGE 674 -'�l-
! ♦ah �j / HWLZ ' A6 13.37 .0 • : "•.� - -�-- Z
1� -}' DRAIN PIPE PZ-9
,� ' , .::' , •0 �0 `':::' PZ-8 . LINES G E
/ 1 CAP ELr ) L
BOOK 31 PAGE 97 4.88
, CPT-8 ;1 CPT-17 A s� :'h14.99 `1 �a ;1 '1 0
36 moo' -o..:.; . �,, .• 1• �♦ NN ,�',• �. .�♦ ♦ ,�� ,�o•
.3p 10.18 • `r r 11.32 : �+ :; ::.:::::: N
1HW13' � 1 w
4
.O
•-•�. �� EMENT FOR RIVERWAI.K r� : -�• io
UTILITY EASEMENT DEED `-. 0 MA INA WILMINGTON LLC 1
A8:
. -.
�``�,.
BOOK 825 PAGEDEED
�BO 5834 278 �'"-• PAGE 0 E 9
r
A
MAP BOO '" `~ PZ•--5
K 12 PAGE 3 NHWL4 :• '' 1hf4 ,..: : `!�i..._
CAP EL
.4 = NOW OR FORMERLY
.o
r 14.0
o• 3 0 �.• �• o•
. , . ! R M HOLDINGS LLC
20 / No. 2 UTILITY R W
DEED BOOK 6007 PAGE 1025
DEED BOOK 825 PAGE 213 1ilyAC
MAP BOOK 12 PAGE 3 NHWL5
a= 'w'
---��:4 A1.'r0o BORING
PZ-6
NORMAL HIGH WATER " CAP EL
AND LANDWARD LIMITS NHWLB NHI'Y� "`tw (SPT}GB-2 9.94 , •
OF COASTAL WETLANDS ~��-_ 13.42
NHWL? NHW(;10:: L. '" 73'
FLAGGED BY SOUTHERN
ENVIRONMENTAL GROUP,
INC 11/29/2017
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
CHORD BEARING
C1
142.22
75.00
121.85'
S18' 16' 42"E
C2
33.18
75.00
32.91'
S85' 16' 27"E
C3
33.27
150.00
33.21'
S88' 24' 31 "W
C4
47.26
150.00
47.06'
S76' 12' 39"E
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HAZARD ZONE "I AS SHOWN ON FIRM MAP 3720311800K, REVISED
JUNE 2,
�'ei !"-s!C . rt�. ai �•r y . was �1 � ,�,,. �,�LYa'uN��.`
! • ' ! - ! ! � �!° �ir`��t� r�-��idt { � y)r6lif�l��'���s� ��l��ar���r;�1��w `i r�1,��/
rsr
rr.
4. TRACT 1-A • 2 ARE SUBJECT TO THE EASEMENT FOR RIVERWALK
SERVEDAS RECORDED IN DEED BOOK 5364 PAGE 914.
5. HARNETT STREET RIGHT-OF-WAY CLOSED BY DEED BOOK 906 PAGE
74 AND DEED BOOK 1094 PAGE 139.
6. PARCEL 2A AND THOSE SHOWN ON THIS PLAT SHALL BE
BY INFRASTRUCTURE BUT ! LIMITED TO
ROAD ACCESS, WATER, SEWER AND STORM
ON WHICH PARTIES TO THE DEVELOPMENT AGREEMENT (DA) HAVE
COMM17TED TO CONSTRUCTING.DA IS THE AGREEMENT
BETWEEN RIVERFRONT HOLDINGSAND THE CITY OF
AS EXECUTED ON NOVEMBER 5. 2008 AND AS AMENDED.
MAP
BOOK
50 PAGES 155-159
MAP
BOOK
12 PAGE 3
MAP
BOOK
31 PAGE 97
DEED
BOOK
1094 PAGE 139-HARNE 7 STREET CLOSURE AND
EASEMENT RESERVATION.
DEED
BOOK
906 PAGE 75-HARNEIT STREET CLOSURE
DEED
BOOK
1094 PAGE 147-SEABOARD COAST LINE RAILROAD
COMPANY UTILITY RIGHT-OF-WAY AND EASEMENT.
DEED
BOOK
5199 PAGE 2054-RAIL CORRIDOR VACATION AGREEMENT.
DEED
BOOK
5646 PAGE 1465.-AMENDMENT TO
DECLARATION OF EASEMENTS, COVENANTS AND RESTRICTIONS.
ADDITIONALLY THE PARCEL MAY BE SUBJECT 70, OR BENEFIT FROM
THE
FOLLOWING DEEDS OF EASEMENTS:
DEED
BOOK
5891 PAGE 1700
DEED
BOOK
5820 PAGE 1205
DEED
BOOK
5797 PAGE 1679
DEED
BOOK
5797 PAGE 1687
CITY OF
'T0
NORTH CAROLINA
Peter J. Brennan, Yr. - NCPLS # 3743
Engineering Division
P.O. Box 1810 • 212 Operations Center Dr. • Wilmington NC 28412 • [phone]
DATE OF SURVEY:
SEPTEMBER 15, 2016
DRAWN CTR
CHECKED PJB
SURVEYED JBBIFHA
PATH
G:\Surveys\Project Files\Park Bond-N Riverfront
Park- 2017\Design\Drawings\N Riverfront Park-2017•dwg
FILENAME N Riverfront Park- 2017.dwg
T STREET (�6' CLOSED RIW)
OLD FRO14 rs� .t_
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13.37
PZ-3
183133.4720
2317122.4160
14.64
PZ-4
182853.1140
2317244.9290
16.40
PZ-5
182976.4370
2316911.3180
14.03
PZ-6
182706.4200
2316848.5120
13.42
PZ-7
182714.0960
2317211.7010
17.20
PZ-8
182836.7110
2316963.5220
14.99
PZ-9
182721.2880
2316964.3940
14.88
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182849.703
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2316853.285
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182661.759
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EASTENO _ ELU
ABANDONED
-
CPT-1
183083.4 69
6
23171 2 224
11.75
,IN PLACE
E
C PT-2
183130.842
2317143.417
11.33
CPT-3
183106.075
2317104.477
12.30
CPT-4
183152.493
2317069.582
11.99
-
CF'T 5
183 227.073
7026.
231 939
11.14
�j
CPT-6
CPT-7
183238.904
183154.821
2316995.796
2316975.063
10.73
11.72
CPT-8
183190.200
2316921.735
10.18
CPT-9
183006.573
2316994.353
13.10
CPT-10
182820.760
2317133.184
13.74
16,t 0
CPT-11
182834.871
2317070.398
13.28
CPT-12
183010.002
2317323.817
8.99
H J
CPT -13
� 2 717.767
8
23 17232.985
14.01
CPT-14
182493.585
2317231.790
13.49
CPT-15
1 82992.946
18.
23171 267
13 .40
k, =
CPT--16
182921.990
2317025.857
13.04
p
CPT-17
182993.003
2316918.095
11.32
CPT-18
183241.519
2316982.121
10.96
CPT-19
182665.650
2317060.169
12.36
CPT-20
182473.178
2317098.899
10.32
CPT-21
182685.129
2316813.889
9.96
TOPOGRAPHIC SURVEY OF
LEGEND -ENVIRONMENTAL
CW
COASTAL WETLANDS LINE
NHWL
NORMAL HIGH WATER LINE
404
U.S. ARMY CORP 404 WETLANDS
P__ RAP
IO4{�HIC SURVEY NOTES
1. HORIZONTAL COORDINATE SYSTEM IS NAD 83 (2011).
2. VERTICAL DATUM IS NAVD 88 (2012B).
3, CONTOUR INTERVAL IS 1.0.
4. UNDERGROUND UTILITIES SHOWN AS LOCATED BY CAROLINA 811.
TICKET No, C172422503 DATED: 8/30/17
5. WATERUNE PLOTTED FROM RECORD AS-BUILTS (CFPUA DID NOT
RESPOND TO 811 MARKOUT REQUEST).
LEGEND -UTILITIES
SS
SANITARY SEWER LINE
- - "•• -- Gig_-W'-
WATERLINE FROM GIS
OHE
OVERHEAD POWERL INE
UE
UNDERGROUND ELECTRIC LINE
-
STORMWATER LINE
COMPUTED POINT
CITY oP
aELN
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
9.37ACRESt ALMONT SHIPPING COMPANY TRACT
(NON -MARINA LAND) DEED BOOK 5105 PAGE 729
OWNER: THE CITY OF WILMINGTON
CITY OF WILMINGTON WILMINGTON TOWNSHIP NEW HANOVER COUNTY, NORTH CAROLINA
SCALE
1 "= 50'
SHEET
1 of 1

/ 1
)
N (0
ROUNDABOUT
SIGN LT81L
REMOVE CROSSWALK STRIPING
CONCRETE, AND BRICK AND
REPLACE WITH ASPHALT \ I I
M ` \ REMOVE AND REPLACE
Ci ASPHALT IMPACTED BY
\ PROPOSED FRONT y y
\ STREET CONNECTION 1
\ \ AND WATER LINE SD H'AG°,
\ CONNECTION SSMH'K'
� �MH'J' 4
o t� 1
C/ T8 P�Q? i —25�._
\, LT83. ` �
15" RCP _ - _
CURB INLET "B" 5.31' SDMH'B' --- - .- x -- • `
_ CI F co °� DI'Ccn
RIVER VENTURES LLC CONCRETE STORMWATER
\ TOP=9.04' 1 20J _ `_-20 CONCRETE WALL TO BW=26.88' FH 4
�- cif INV IN (S) 5.44' 4" RCP 4 / ' _ TT ----- �'" E1GtOVE ODS-� DEED BOOK 4311 PAGE 325 BOX W� NO GRATE �_ -� _ TW_29.06' REMAIN PROTECT IN PLACE 1 „ U
INV OUT (NE) / �- `'� ` . ~ -- 9&fSF O _ _ �� �_ 25 �� �� � - - �- BW=27.81' � TW=29.15' ( 1 1 RCP 1�
G _� COIVC � BW=26.00'
DMH' . o--=-- --. �. _._.. �� / ��� %�- - RE E WA TW=28.93'
W ~20_ - _ ?-� \ /// ' �r - `- �== -� _ _ LL
~� -
c�� \` DM \ 1E1-PVC- �1\\� / ��/��� _
\�\ / d G \` \ . . w f 5 " W - y -`- �- \ \ / f 1 ' _ �_ -- \ 25 ---� r- - _ - =` _ - I S M H' REMOVE AND REPLACE ASPHALT
\�., LT83 - ` t �� �. w - - -\\` __` ' - . _ - N IMPACTED BY PROPOSED FRONT
` I B \ / ` �� - _ . . . . 15/� SMH'1 STREET CONNECTION AND
REMOVE 5 IS r % - __ -_� - - -W . - !~� �� \ 1 !r i _ STORMWATER EXTENT
� -'` WTIMBER � .. �. �, � � + - _.. _ _ --- -_ �.� � � .x ION
y\ --CO---CUR ND RCo \ - TIMBER PILE PILE ` �� TI BER �� 1
-J TTER \ _ ` WALL IFRONT STREET
/ / f,� OLD W
I'A1 `�. /; ( REMOVE TIMBER WALL �\ ,' ` COOFtDINATE'ELECOM y --� • ~ (66' CLOSED R
K PROTECT ROUNDABOUT D \ % ~ � \\ TIMBER F�E40G�AT�ON WITH PROVIDER 13,
PERIMETER CURB AND SMH'A' \� l PR TECT CATCH BASIN IN PLACE TIMBER TO BE T \ \\�� 16.17'
BRICK SKIRT IN PLACE. , / - �� !, PILES i BSW
REOPERTYOWNER ENT - OLD FRONT STRE� 1 1N I REMOVE
f
-_ 7N ! 1 ! LIGHT POLE
SSMH'B2 I( SSMH' TREES REMOVE ! /` 10— \� - —���` - --�-- - `~ - 4 PILES S TO E REMOVCRETE AND ELS
D
/ CI'D' !. I 15.0 sn
k l \ - -� CONCRETE AND SOILS BY OUTSIDE DEVELOPER _ BSW REMOVE 66 LF CURB AND GUTTER
J� ` \ l 1 SMH'C' f - f PILES TO BE REMOVED PRIOR TO PARK i REMOVE TREE (TYP)
S - BY OUTSIDE DEVELOPER {
\ _ �- Y CONSTRUCTION. SOIL a REMOVE CONCRETE SIDEWALK
,\p.� / S � '�- � ` PRIOR TO PARK +� PILE 1 I�
CONSTRUCTION. off �I �� `
l
PILE CONC ■ 1
S30,
CONCRETE
PILE
I S DEED 30 �._.
V.C.P. i 1 ,` I 24" CONC SS $OOK $ Tp1TY R1�yr_ ~ � 500 YEAR
i -� RET ACE OF_ 1 y
FEMA SPECIAL
T92L SE ER I `� E GRAMr 216 MAP WAY `� 0
/ / �� 1 1` Y sE SS $O0K I2 PAGE \ OD
500-YEAR FLOOD PLAIN HOARD AREA
DMH'F ® / Q2' / �� SS \ 100-YEAR FLOOD PLAIN G1SW UNKNOWN
D
`—�I C 2013 LOMAR SET BASE ' �E & M TEFZ, AL. UNKN 1
\ _ _ ` SS ` FLOOD ELEVATION AT 9 SlZ 4 .
99C20 DI' \ OVE AND REPLACE / �.
L. HALT, BRICK, AND / 1` �� \ 1 0 YEAR FOR THIS PARCEL. FLOOR
CURBING IMPACTED BY i `, f A PECI� L
S � %E � ] HAZARD AREAS HAVE NOT
SDMH'G'` PROPOSED SANITARY �1 �� FLOOD EN REDRAWN
IN SEWER CONNECTION / CLOSURE OF EXISTING �` \ D
/ \ � � � ` A AR A EA � NOW OR FORMERLY
92 / SANITARY SEWER MAIN \ - _ p1FE )9.0' GOLDEN MARINA LLC
A' ' $ TO BE COORDINATED r DEED BOOK 6052 PAGE 2424 / -
/ / / / WITH CFPUA
i/ 1
T�
OAF /0cb
QREMOVE CURB D I ELEC.
P / / _/_ o �� / CATCH BASIN OP. S L n� / PANEL.
�� ` t�� �� I PROTECT�OX IN PLACE / ' 1 CONTRACTOR TO COORDINATE '
TO RE L"ACE WITH NEW ' \ GRAVEL '
�% PUMP AROUND FOR PROPOSED ` \ ��
�M6 FLUS$ GRATE / 1 SEWER INSTALLATION �\ \ 4 • SS �. -,SURFACE / ELEC.
PED.
N 4"PVC
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�r 12 pAAGf 2i�Y '� PROTECT IN PLAC�
30, CppU / f Y1%
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O O a 0 0 Q O D D D 0 0 a. O O O O O b O O D Q O 0 0 Q O 0 0 D O A 0 0 D 0 0 0 0 0-_.-
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N po pO0o0 0°OOOPtlanPOopa o O O '
Np T opD °o q ° o �� -=~-
�\ GRAV S ER
/ / _- I
A4 ` ���' � ` REMOVE CONCRETE
�i ALK
TRACT 1—B REVISED .- = REMOVE SHRUBS y( (TYP)
REMOVE 10,300 SF GRAVEL
(DEED BOOK 5785 PAGE 2955)
F °` ' \ (MAP BOOK 58 PAGE 310) PROTECT EXISTING ASPHALT
TOTAL AREA / PARKING LOT AND CURB IN PLACE
/ 1 280,084 S.F.= 6.43 ACRES J-
LIMITS OF DISTURBANCE ORFORMERLY
NRHM HOLDINGS, LLC
' 1�1NT \ � \ ASPHALT DEED BOOK fi00 PAGE 1025
PARKING
i CW2 \�\ \ II LOT
E \\ COASTAL JURISDICTIONAL \ \ f / w y 1 2 �- -� _-- --�
WETLAND LIMITS lij N 2
DO NOT DISTURB
\ TREE PROTECTION FENCE
CW3 \\ �-` \ 1 G CL /
/co
CL
/
NHWL4 \ CW4
4
LIMITS OF DISTURBANCE
i A�� _10, EXISTING BOARDWALK
A PROTECT IN PLACE (TYP)
NHWL6 N/yWL -- 1� \ S��,� - `.` V/­_1
NHWL7 � 10 �HWL ` \ SEE MARINE ENGINEERING CAPE FEAR PUBLIC UTILITY AUTHORITY DEMO NOTES FOR CUTTING AND CAPPING OF MANHOLE:
NHWLS PLANS FOR EXTENTS OF RIP � 1. CUT THE LINE OUTSIDE THE MANHOLE WITHIN 5" OF THE WALL.
C
® REMOVE ASPHALT
oQ°oo°o
REMOVE GRAVEL
®
REMOVE CONCRETE
REMOVE RIPRAP
REMOVE VEGETATION
W REMOVE WATER LINE
REMOVE SANITARY SEWER LINE
REMOVE STORM DRAINAGE
1■11r1111 x Ir•1■
REMOVE FENCE
TP
TREE PROTECTION FENCE
Ii
LIMITS OF DISTURBANCE
X
COORDINATE LIGHT POLE REMOVAL
REMOVE TREE
REMOVE TREELINE
REMOVE WHEEL STOP
REMOVE CURB & GUTTER
REMOVE SIGN
EAST
APE
r '►h\
• ` .,
■
RAP REMOVAL AND SHORE `Ap
LINE PROTECTION
2. REMOVE 1' OF PIPE AND CAP.
3. GROUT REMAINING PIPE IN THE WALL.
4. REWORK INVERT.
0 15 30 60 NORTH
SCALE: 1 "=30'
SIDEWALK
SIDEWALK TO REMAIN
1 I 13.79PROTECT IN PLACE
N1 1 BSW
Lh
� DMH' `� ss
� t
}
h CI, ,
1 r'x P
I'G' I 11. REMOVE CONCRETE
SW SIDEWALK
16"
16" DI
-�113-_W7 1 7LINO JB?
ICK
I CROSS
5" RCP
` $ WALK
l I SSM 1 1 DM M' SDM}��..} MCP
REMOVE AND REPLACE ROUN[S
SMH' i EXISTING PAVEMENT
!1 j IMPACTED BY
j I REPLACEMENT OF
SANITARY SEWER AND
ELECT. 1 U WATER LINE TAP
VAULT f j o 4[ 11 ELECT.
jj if VAULT
_ 4" PVC G7�
c�
1
i I � 111
1 1 i 0 c,
0
CITY OF
RLONN
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
1 1 2 1 3 4 1 5 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 14 15 16 1 17
IPROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NO 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NO 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NO 27612
www.landispllc-com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NO 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NO 28403
www.andrewenginsers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deitafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
CAPO
♦ 4 . /
01.
�. • � S9E 87 ! •
OF
09 • o (• zot.o
ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/2512019
2
CONSTRUCTION SET
01120/2020
3
REVISION 2
03/0912020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
KEY MAP
N �
Stitt I INt•UKNIA I ION
Project No.: C17135
Drawn By:
LAP
Checked By:
ACP
Date:
1 /20/2020
Scale:
lit = 30'
SHEET TITLE
CIVIL DEMOLITION
PLAN
I SHEET NO.

PROJECT INFORMATION
L
J
G
M
E
1A
1'7
4 L
DIVERSION STRU
RIM ELEV = 12.43 f
URE W
= 4 (EAST}
. i INV 55
104-AD
_ --"—
�µ.
Y-
INV 5,50 EST
l
AlI = 5.54 NOR H :
V 0 SOU
IN = 5. 1-I _
RIM EL 1Q 21—
O
-z _
-
� -. _ ..�.:.. :i'� ".s....... :..; _ ...-.:..:->. f.�'WM1'+^--,n s: ?r f F a. r ,::;' r.,r.. 2::r�-" t ^--P . �v, � �-•~�, - .r+'"'r 1
i b
< v
ry
r
4r.y
�X
l
- �. t :-- r..,.r ... � ,__"a'..e-.,-�'r__�'�! Dom•-�."'':5'-si —� .. -f. :: 4." l�n': ;r `;
1-5
N
4
y
1
y
-:
e._
k'i1+Y
P
-
r7 y,�_ �, �� E�'"`^�._�,�'^ ,. �'.xc, `3 -.� " nr � S '� � � "� ?• . w $ � � '� � Y "" to . �"�.
] r
r zr
f ;x�
^
0 15 30 60 NORTH
SCALE: 1 "=30'
PROPOSED STORM DRAINAGE
®
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
PROPOSED AREA DRAIN
RIPRAP DISSIPATOR
TYPE CODE:
TYPE CODE:
UPSTREAM STRC
DOWNSTREAM
AD = AREA DRAIN
L-AD = AREA DRAIN
STRC
FES = FLARED END
L-JB = JUNCTION BOX
UPSTREAM
DOWNSTREAM
SECTION
L-TD = TRENCH DRAIN
GRD.
ELEV.
GRD. ELEV.
JB = JUNCTION BOX
L-CO = CLEANOUT
F_ LOW
RI = RISER
YI = YARD INLET
CB = CATCH BASIN
UPSTREAM INVERT
Cl = CURB INLET
DOWNSTREAM INVERT
CO = CLEANOUT
TD = TRENCH DRAIN
NOTES:
1. STRUCTURES WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS.
2. STRUCTURES NOT WITHIN RIGHT OF WAY SHALL EITHER ALL BE TO NCDOT STANDARDS OR
SHALL ALL BE TO LOCAL JURISDICTIONAL STANDARDS.
3. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED,
CITY OF
aLQI iI�A
Public Services * Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic[Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispile.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
ISEALISIGNATURE
.` Q--�1H CARP
FES5/0•.%�i
� SEAL 9�••
�ZQC�4948
IISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
6
REVISION 4
04/02/2020
7
REVISION 6
04/10/2020
8
NCDEQ STORMWATER EXPRESS
04/22/2020
IKEY MAP
N
3itElLtawjiik' lll6.1i
Project No.: C17135
Drawn By: NBC
Checked By: JWP
Date: 112W2020
Scale: 1" = 30'
I SHEET TITLE
ISHEET NO.
CIVIL
SUBDRAINAGE
PLAN

I
L
K
J
n
G
F
E
7
C
11
0
PIPE TABLE
START STRUCTURE
END STRUCTURE
START INVERT
END INVERT
SIZE
LENGTH
SLOPE
MATERIAL
WEST GARDENS
WEST GARDENS
10.00
9.90
10"
16.77'
0.60%
PVC
WEST GARDENS
WEST GARDENS
10.10
10.00
10"
21.05'
OAS%
PVC
WEST GARDENS
WEST GARDENS
10.00
9.90
10"
21.78'
0.46%
PVC
WEST GARDENS
WEST GARDENS
9.85
9.80
10"
19.42'
0.26%
PVC
WEST GARDENS
WEST GARDENS
9.85
9.80
10"
19.51'
0.26%
PVC
00-CB-EX
EXISTING STORM SYSTEM
5.86
5.31
15"
69.62'
0.79%
RCP
DIVERSION STRUCTURE A
INFILTRATION SYSTEM A
5.50
5.50
18"
6.62'
0,00%
RCP
DIVERSION STRUCTURE C
INFILTRATION SYSTEM C
5.75
5.75
12"
29.20'
0.00°%
PVC
00-CO-D
00-CB-EX
7.50
7.25
8"
33.32'
0.75%
PVC
00-CO-A
00-CB-EX
7.50
7.25
8"
19.57'
1.28%
PVC
01-CB
00-CB-EX
6.15
5.88
18"
53.73'
0.51 °%
RCP
02-CB
01 _CB
7.16
6,35
15"
161.71'
0.50%
RCP
04-CB
02-CB
11.80
7.50
15"
205.40'
2.09%
RCP
31-CB
30-JB-EX
11.50
10.00
18"
51.26'
2.93°%
RCP
51-AD
50-AD-EX
3.20
2.38
36"
251.08'
0.33°%
RCP
52-JB
51-AD
3.61
3.20
30"
101.24'
0.40%
RCP
57-JB
52-JB
6.38
6.19
18"
53.17'
0.36°%
RCP
52-JB
53-JB
6.19
6.08
24"
27.59'
0.40%
RCP
101-JB
54-JB
6.00
5.86
24"
35.63'
0.40°%
RCP
150-AD
54-JB
10.00
7.75
18"
27.63'
8.14%
RCP
58-AD
57-JB
10.00
9.50
8"
11.72'
4.27%
PVC
59-AD
57-JB
9.29
9.01
8"
28.91'
0.95%
PVC
GO -AD
57-JB
6.65
6.38
18"
67.21'
0.40°%
RCP
60-CO-A
60-AD
8.50
8.00
8"
8.18,
6.11 °%
PVC
61-AD
60-AD
6.89
6.65
18"
48.02'
0.49%
RCP
60-CO-B
60-CO-A
10.25
8,50
8"
76.37'
2.29%
PVC
62-JB
61-AD
7.14
6.89
18"
49.92'
0.51%
RCP
62-CO-A
62-JB
8.95
8.50
81,
41.90'
1.07%
PVC
63AD
62-JB
7.52
T34
15"
35.74'
0.50%
RCP
64-AD
63-AD
7.89
7.62
15"
63.18'
0.43%
RCP
64A-CB
64-AD
8.08
7.89
12"
39.21'
0.48%
RCP
64-CO A
64-AD
8.50
8.00
8"
11.91,
4.20%
PVC
102-AD
101-JB
7.29
7.00
18"
69.45'
0.42°%
RCP
1 D4-AD
101-JB
6.67
6.00
24"
164.83'
0.40°%
RCP
103-AD
102-AD
7.95
7.71
18"
61.40'
0.39%
RCP
110-TRENCH-STAGE
104-AD
7.33
7.16
12"
23.93'
0.71 %
RCP
104-CO-C
104-CO-A
8.69
8.55
8"
38.64'
0.36°%
PVC
104-CO-B
104-CO-A
10.00
8.55
12"
116.80'
1.24%
PVC
104-CO-A
110-TRENCH-STAGE
T60
7.36
12"
8,02'
2,99°%
PVC
151-AD
150-AD
10.22
10.00
18"
34.08'
0.65%
RCP
151-CO-A
151-AD
11.51
10.22
12"
60,15'
215%
PVC
151-CO-C
151-CO-A
15.00
11.51
12"
124.01'
2.81°%
PVC
DIVERSION STRUCTURE C
601-JB
6.60
6.31
12"
30.72'
0.94%
PVC
601-JB
602-CB-EX
6.31
6.24
12"
14.54'
0,48%
PVC
602-CB-EX
603-MH-EX
0.98
0.98
18"
34.09'
0.00%
RCP
81-AD
DIVERSION STRUCTURE
7.00
5.50
18"
100.62'
1.49%
RCP
54-JB
DIVERSION STRUCTURE A
5.86
5.54
24"
65,89'
0.49%
RCP
53-JB
DIVERSION STRUCTURE
6.08
5.54
24"
130.74'
-0.41%
RCP
610-AD
DIVERSION STRUCTURE C
6.20
5.80
8"
72,16'
0.55%
DIP
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
RIM = 9.46
INV IN = 7.25
00A, 8" PVC INV IN =7.25
00-CB-EX
INV IN = 5.88
01, 18" RCP INV IN =5.88
Pipe - (30), 15" RCP INV OUT =5.86
INV IN = 7.25
00-D, 8" PVC INV IN =7.25
INV OUT = 5.86
00-CO-A
RIM = 8.25
00-A, 8" PVC INV OUT =7.50
INV OUT = 7.50
00-CO-D
RIM = 8,25
00-D, 8" PVC INV OUT =7.50
INV OUT = 7.50
RIM = 9.36
01-CB
INV IN = 6.35
02, 15" RCP INV IN =6.35
01, 18" RCP INV OUT =6.15
INV OUT = 6.15
RIM = 11.82
02-CB
INV IN = 7.50
04, 15" RCP INV IN =7.50
02, 15" RCP INV OUT =7.16
INV OUT = 7.16
04-CB
RIM = 15.42
04, 15" RCP INV OUT =11.80
INV OUT = 11.80
30-JB-EX
RIM = 14,96
31, 18" RCP iNV IN =10,00
INV IN = 10.00
31-CB
RIM = 16.16
31, 18" RCP INV OUT =11.50
INV OUT = 11.50
50-AD-EX
RIM = 7.22
51, 36" RCP INV IN =2.38
INV IN = 2.38
RIM = 12.50
51-AD
INV IN = 3.20
52, 30" RCP INV IN =3.20
51, 36" RCP INV OUT =3.20
INV OUT = 3.20
RIM = 12.74
52-JB
INV IN = 6.19
57 (2), 18" RCP INV IN =6.19
53, 24" RCP INV OUT =6.19
INV OUT = 6.19
52, 30" RCP INV OUT =3.61
INV OUT = 3.61
RIM = 12.75
54, 24" RCP INV IN =6.08
53-JB
INV IN = 6.06
53, 24" RCP INV IN =6.08
INV IN = 6.08
RIM = 11.82
54-JB
INV IN = 5.86
100, 24" RCP INV IN =5.86
55, 24" RCP INV OUT =5.86
INV IN = 7.75
150, 18" RCP INV IN =7.75
INV OUT = 5.86
RIM = 13.04
INV IN = 6.38
60, 18" RCP INV 1N =6.38
57-JB
INV IN = 9.01
59, 8" PVC INV IN =9.01
57 (2), 18" RCP INV OUT =6.38
INV IN = 9.50
58, 8" PVC INV IN =9.50
INV OUT = 6.38
58-AD
RIM = 13.00
58, 8" PVC INV OUT =10.00
INV OUT = 10.00
59-AD
RIM = 13.00
59, 8" PVC INV OUT =9.29
INV OUT = 9.29
RIM = 13.00
60 AD
INV IN = 8.00
60A, 8" PVC INV IN =8.00
60, 18" RCP INV OUT =6.65
INV IN=6.65
61, 18" RCP INV IN=6.65
INV OUT = 6.65
RIM = 10.82
60-COA
INV IN = 8.50
60-C, 8" PVC INV IN =8.50
60-A, 8" PVC INV OUT =8.50
INV OUT = 8.50
60-CO-B
RIM = 11.00
60-C, 8" PVC INV OUT =10.25
INV OUT = 10.25
RIM = 12.97
61 AD
INV IN = 6.89
63, 18" RCP INV IN =6.89
61, 18" RCP INV OUT =6.89
INV OUT = 6.89
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
62-CO-A
RIM = 10.75
62-A, 8" PVC INV OUT =8.95
INV OUT = 8.95
RIM = 12.86
62 JB
INV IN = 7.34
64, 15" RCP INV IN =7.34
63, 18" RCP INV OUT =7.14
INV IN = 8.50
62-A, 8" PVC INV IN =8.50
INV OUT = 7.14
RIM = 11.99
63-AD
INV IN = 7.62
65, 15" RCP INV IN =7.62
64, 15" RCP INV OUT =7.52
INV OUT = 7,52
RIM = 11.98
64-AD
INV IN = 8.00
64-A, 8" PVC INV IN =8.00
65, 15" RCP INV OUT =7.89
INV IN = 7.89
Pipe - (40), 12" RCP INV IN =7.89
INV OUT = 7.89
64-CO-A
RIM = 10.75
64-A, 8" PVC INV OUT =8.50
INV OUT = 8.50
64A-CB
RIM = 10.50
Pipe - (40), 12" RCP INV OUT =8.08
INV OUT = 8.08
81-AD
RIM = 10.21
81, 18" RCP INV OUT =7.00
INV OUT = 7.00
RIM = 11.61
101-JB
INV IN = 6.00
104, 24" RCP INV IN =6.00
100, 24" RCP INV OUT =6.00
INV IN = 7.00
102, 18" RCP INV IN =7.00
INV OUT = 6.00
RIM = 11.89
102-AD
INV IN = 7.71
103, 18" RCP INV IN =7.71
102, 18" RCP INV OUT =7.29
INV OUT = 7.29
103-AD
RIM = 12.48
103, 18" RCP INV OUT =7.95
INV OUT = 7.95
RIM = 9.68
104-AD
INV IN = 7.16
110, 12" RCP INV IN =7.16
104, 24" RCP INV OUT =6.67
INV OUT = 6.67
RIM = 9.30
104-CO-A
INV IN = 8.55
105-13, 12" PVC INV IN =8.55
105-A, 12" PVC INV OUT =7.60
INV IN = 8.55
105-C, 8" PVC INV IN =8.55
INV OUT = 7.60
104-CO-B
RIM = 10.75
105-B, 12" PVC INV OUT =10.00
INV OUT = 10.00
104-CO-C
RIM = 9.44
105-C, 8" PVC INV OUT =8.69
INV OUT = 8.69
RIM = 8.63
110-TRENCH-STAGE
INV IN = 7.36
105-A, 12" PVC INV IN =7.36
110, 12" RCP INV OUT =7.33
INV OUT = 7.33
RIM = 13.21
150-AD
INV IN = 10.00
151, 18" RCP INV IN =10.00
150, 18" RCP INV OUT =10.00
INV OUT = 10.00
RIM = 12.77
151 AD
INV IN = 10.22
151-A, 12" PVC INV IN =10.22
151, 18" RCP INV OUT =10.22
INV OUT = 10.22
RIM = 12.68
151-COA
INV IN = 11.51
151-C, 12" PVC INV IN =11.51
151-A, 12" PVC INV OUT =11.51
INV OUT = 11.51
151-CO-C
RIM = 12.62
151-C, 12" PVC INV OUT =15.00
INV OUT = 15.00
RIM = 8.12
601-JB
INV IN = 6.31
600, 12" INV IN =6.31
601, 12" INV OUT =6.31
INV OUT = 6.31
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
PIPES IN:
PIPES OUT
RIM = 7.62
602-CB-EX
INV IN = 6.24
601, 12" INV IN =6.24
Pipe - (41), 18" RCP INV OUT
INV OUT = 0.98
603-MH-EX
RIM = 1.05
Pipe - (41), 18" RCP INV IN =0.98
INV IN = 0.98
610-AD
RIM = 8.15
610, 8" INV OUT =6.20
INV OUT = 620
RIM = 12.43
INV IN = 5.54
55, 24" RCP INV IN =5.54
54, 24" RCP INV OUT =5.54
DIVERSION STRUCTURE A
INV IN = 5.50
81 18" RCP INV IN =5.50
Pipe - (24), 18" INV OUT =5.50
INV OUT = 5.54
INV OUT = 5,50
RIM = 8.30
DIVERSION STRUCTURE C
INV IN = 5.80
INV OUT = 6.60
610, 8" INV IN =5.80
600, 12" INV OUT =6.60
Pipe - (22), 12" INV OUT =5.75
INV OUT = 5.75
"WOW
OF
UGTN
NORTH CAROLINA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
IPROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr
www.landisplic.com
Raleigh, NC 27612
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
iSEALISIGNATURE
�N CARP
ZO. o 510487
y9{9 J
L0�4dr
' P.
ISSUEIREVISIONS
NO,
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
6
REVISION 4
04/02/2020
7
REVISION 6
04/10/2020
8
NCDEQ STORMWATER EXPRESS
O4122/2020
KEY MAP
N
SHEET INFORMAI ION
Project No.: C17135
Drawn By: NBC
Checked By: JWP
Date: 112W2_020
Scale: 1 It
= 30'
SHEET TITLE
CIVIL STORM PIPE
TABLE
Signed:
1 1 2 1 3 1 4 1 5 6 1 7 8 9 10 1 11 1 12 1 13 14 15 16 1 17
ISHEET NO.
Cml 32mPl

PROJECT INFORMATION
70
N
L
K
J
H
G
F
E
C
13
n
SEE LANDSCAPE PLANS FOR TURN REINFORCEMENT GEOTEXTILE DETAIL
PLANTING SOIL, SEE SOIL DETAILS, SHEET LS-003-PO
GEOTEXTILE
INFILTRATION GALLERY MEDIA DETAIL NTS 2 TYPICAL NNDERDRAIN CLEANOUT NTS
SECTION
SECTION A -A
200 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200 EXISTING MAJOR CONTOUR
-- - EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
aPROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
® PROPOSED AREA DRAIN (GRATE
--•-•" DETAIL SHEET C-530-P1)
44.50
PROPOSED ELEVATION
TC 44.60
BC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
RIPRAP DISSIPATOR
FLOW DIRECTION
I• I�
LIMITS OF DISTURBANCE
0 10 20 40 NORTH
SCALE: 1 "=20'
crrx o� trt..r.
GTD�N
NORTH CAROLINA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartine.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispiic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deitafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
ISEALISIGNATURE
l��S�CAPO
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SEAS.
94$
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B.
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04• flct••aorro
IISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
IKEY MAP
i1j
Project No.:
C17135
Drawn By:
NBC
Checked By: JWP
Date:
1 /2W2020
Scale:
1" = 20'
ISHEET TITLE
CIVIL INFILTRATION
GALLERY DETAILS
I SHEET NO.
1 2 3 1 4 1 5 6 1 7 1 8 1 9 1 10 11 12 1 13 1 14 1 15 1 16 1 17

PROJECT INFORMATION
N
M
L
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SEE SHEET L-121-P1 AND L-122-PIFOR EXTENTS OF
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THIS SHEET
-
_-
-- --
--20 _'�-
- _
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54 LF 18" 8�-,P­'@-0_`J1J�/' ti >
SUBBASE TO BE LESS
THAN 2% SLOPE IN ANY
DIRECTION
} 1 1
4 4�
SSMH'K'
9SoHJ'
SEE SHEET L-131-P3 AND L-030-P3
FOR EXTENTS OF PERMEABLE o
205 LF 15" RCP @ 2.09% l M i
PAVEMENT SYSTEMS
`Ci'F'0 + co 1 � DI'�n
TW=29.38' FH - - cn
RIVER VENTURES LLC C NCRETE STORMWATER _ _ TW-29 06 a-
_ '20 _ _ BW=26.88' -- _
_�� DEED BOOK 4311 PAGE 325 BOX W/ NO GRATE _ `-�
UPTURNED ELBOW, SEE DETAIL _ BW=27.81' TW= 29.15' ( 1 RCP I
e - - ~-- 25 v %�:- -.=-.QBSERVATION PORT
THIS HEET - �� _ - - -� BW=26.00'
L -TREE PROTECTION FENCE _ �_ - - \ l/ -- _FAEA6A151CR CONCRETE WALLTW=28.93' I N
�_ _ - *Kw�2 - - - 43 - -- _ - 0� — - _ / %E SPIFFY L 131 3 RfD1�D P3�~ �� `�� -� i 4
---__•- BW-24
J _. E_ -
63 ~'I
36 LF 15" v R 0.
SEE SHEET L-121-P1 AND
L-122-P1 FOR EXTENTS OF
PROPOSED SIDEWALK
\ _ — �- '- PAVEIIIENT` QYSx z5 - - - _ _ _ S H
�_... __ _ F _
�.�
[ N ER DRd�IN OR �0 \
15 \ E F i
A L E PAVEM
T�, ET�1T
- _ ET
Now
OLD _..FRONT
7��_ va ! CLOSED
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.t
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f ♦ "� f -� a.,..._-_ - _ _ _ - - ^cam:+ -_� � � �
u
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- �_..'.-a.._ -� .'•_ ONCRETE
•
' 1
` \,e �_ ♦ _ 3.� PERMEABLE CONCRETE
� i en
SDEWALK
Q. O ERVATION PORT
B\; NUT BEET R EAR , I
'E SPECIAL - - - 13.79'
UPTURNED ELBOW, SEE DETAIL FLOOD O l 4 ul BSW
THIS SHEET HAZARD AREA `.. C1S=SW
NOTE:
STEWART IS ONLY RESPONSIBLE FOR GRADING INSIDE
THE RIGHT OF WAY ALONG OLD FRONT STREET ROAD.
Al 1 I f%r�ATifIhIC "A\fC M=MRACAM1 C MA%/CML• OUAA 1
IN -SITU CONTAMINATED SOIL. CONTRACTOR TO ENSURE NO MIXING WITH CLEAN MATERIALS
UNDERDRAIN SHALL BE 8" SCHEDULE
40 OR SDR 35 SMOOTH WALL PVC WITH UNDERDRAIN SHALL BE 8" SCHEDULE
MINIMUM SLOPE OF 0.5% AND WITH 40 OR SDR 35 SMOOTH WALL PVC WITH
PERFORATIONS AT 6" ON CENTER MINIMUM SLOPE OF 0.5% AND WITH J"
EVERY 90 °, SEE SHEET C-131-P1 FOR
� PERMEABLE PAVEMENT NUTT ST -EAST SECTION A -A LOCATIONS PERFORATIONS-M 6" ON CENTER
EVERY 90 °, SEE SHEET C-131-P1 FOR
, I LOCATIONS
PERMEABLE PAVERS; SEE
LANDSCAPE SOILS DWGS FOR
MORE INFORMATION
SECTION NTS
NOTE:
ALL PERMEABLE PAVEMENT
UNDERDRAINS TO BE FITTED WITH
UPTURNED ELBOW AT ENTRY TO
STORMWATER BOX.
' STORMWATER
CONCRETE BOX
` UPTURNED ELBOW
'
8" X 8" PVC TEE
' PERMEABLE PAVERS,
.
SEE L-030-P1
'
4
WATER TIGHT
1 ,
211 BEDDING
Y
THREADED CAP
COURSE
> `�Lq
12" MIN WASHED
No. 57 STONE.t:
' UNDISTURBED
' SOIL
;�
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E
."
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8" UNDERDRAIN
•
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..',. '�
, ..
N.T.S.
.�^•''
. . uA. j4.
' :
���UPTURNED ELBOW DETAIL
NTS
SECTION
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
-
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN (GRATE
-------•
DETAIL SHEET C-530-P1)
44.50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOPIBOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
It
RIPRAP DISSIPATOR
----"-�
FLOW DIRECTION
I•
LIMITS OF DISTURBANCE
0 15 30 60 NORTH
SCALE: 1''=30'
CLEAN OUT
SECTION
1NOUT WITH CAP
'AVERS, SEE LANDSCAPE PLANS
3EDDING COURSE
NTS
CFT'Y OF
GTON
NORTH CAROT.INA
Publie Services s Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
1 2 1 3 1 4 1 5 1 6 1 7 8 1 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
1 SO Varick Street, Suite 204, New York, NY 10014
www,hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tiflotsondesign.com
I SEALISIGNATURE
���►�Illlr��r��
CARO
o� F�s'S 1.!ti
_ EAL�9�9
�494137 � _
• �'yGINrtE� • �:
MAY Vltow
ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
6
REVISION 4
04/02/2020
7
REVISION 6
04/10/2020
8
NCDEQ STORMWATER EXPRESS
04/22/2020
9
NCDEQ STORMWATER EXPRESS
05/06/2020
KEY MAP
N
5I11tt I INFUKMA I ION
Project No.: C17135
Drawn By: LAP
Checked By: ACID
Date: 1 /20/2020
Scale: 111= 300
SHEET TITLE
CIVIL PERMEABLE
PAVEMENT
DETAILS IV
SHEET NO.
5wP1

IPROJECT INFORMATION -
I
0
i
J
Z1
G
F
E
C
0
_ter' _1_1
SUBBASE TO BE LESS
THAN 2% SLOPE IN ANY
DIRECTION
UNDERDRAIN SHALL BE 8" SCHEDULE
40 OR SDR 35 SMOOTH WALL PVC WITH
MINIMUM SLOPE OF 0.5% AND WITH 8"
PERFORATIONS AT 6" ON CENTER
EVERY 90 ', SEE SHEET C-131-P1 FOR
LOCATIONS
PERMEABLE PAVERS; SEE
LANDSCAPE SOILS DWGS FOR
MORE iNFORMATION
PERMEABLE CONCRETE
INSTALLED PER LATEST ACt 522.1
SPECIFICATIONS FOR PERVIOUS
CONCRETE
VARIES, SEE PLAN VIEW THIS SHEET
J
NOTE:
STEWART IS ONLY RESPONSIBLE FOR GRADING INSIDE
THE RIGHT OF WAY ALONG OLD FRONT STREET ROAD.
.iftoaz����i��i�i�i��==�i�':■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i
C;W"'Ai"AlU6i=����;;�=�=r�1 �Illilllill�l1111[illll[Illllll�lliltlti�liiliifllllfltlillllllllll#IIIIIIIIIIIII�1lI
-iai- St
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mar T�i'-�� z� tom'' Zip c�I'
�v
PERMEABLE PAVEMENT NUTT ST - WEST NTS
SECTION
IN -SITU CONTAMINATED SOIL. CONTRACTOR TO ENSURE NO MIXING WITH CLEAN MATERIALS
I�
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN (GRATE
......'
DETAIL SHEET C-530-P1)
".50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TW 46,00
BW 44.00
TOP/BOTTOM OF WALL
Raffil
RIPRAP DISSIPATOR
T
FLOW DIRECTION
■■■ IIIII�
LIMITS OF DISTURBANCE
s �� .. - . 0 D
0 15 30 60 NORTH
SCALE: 1 "=30'
CLEAN OUT
SECTION
NOTE:
ALL PERMEABLE PAVEMENT
UNDERDRAINS TO BE FITTED WITH
UPTURNED ELBOW AT ENTRY TO
STORMWATER BOX.
kNOUT WITH CAP
SAVERS, SEE LANDSCAPE PLANS
3EDDtNG COURSE
NTS
STORMWATER
CONCRETE BOX
UPTURNED ELBOW
8" X 8" PVC TEE
W •M<
PERMEABLE PAVERS,
SEE L-030-P1
WATER -TIGHT
2" BEDDING --�.
�,rh
- s
t.
r`Y'-
THREADED CAP
COURSE
o
12" MIN WASHED
No. 57 STONE
sf:• .
UNDISTURBED
SOIL
8" UNDERDRAIN
41
N.T.S.
UPTURNED ELBOW DETAIL NTS
SECTION
GTo�N
"MOW NORTH CA80LTNA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesta.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr, Raleigh, NC 27612
www.landisplic-com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.androwengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
I SEALISIGNATURE
,`��tttlllirlrrr�
•� ��1 CA/Z0 '�..
O�'•FEssia"4��L
SEAL
9487
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C/E B.
��rrrrrllllt+����
A TILI1. It,
IISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
6
REVISION 4
04/02/2020
7
REVISION 6
04/10/2020
8
NCDEQ STORMWATER EXPRESS
O412212020
IKEY MAP
N
Stitt I INhVKMA TIUN
Project No.: C17135
Drawn By: LAP
Checked By: ACP
Date: 1 /20/2020
Scale: 1 " = 30'
SHEET TITLE
CIVIL PERMEABLE
PAVEMENT
DETAILS
ISHEET NO.
CM1 3 M
P1

N
M
L
J
INFILTRATION SYSTEM A PLAN VIEW
SCALE: 1 "=20'
H
STRUCTURAL BACKFILL - SEE R-TANK LID SECTION DETAIL
\�:>\\\\\\\\\\\\��\\\��:� -� v>/
\\ \\\\\\\\\
/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\,\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\
\//\//\//\X; \X
//\//\//\//\//\//\//\\//\//\//�//\//\//\/�X: X x/\//\//\//�//j //\//\>�
/VA/VA \\ \y \A VA VA/V\ �AA�VA VAA/ VAA VAA/�\ �\ ��\ VAA \A\ . �A VAA VAA/VA/VA/VA��\/VA VA, VA���,•��, �, ���, . ,,
G///�%��
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CLEAN FILL WITH. MINIMUM Oil BOTTOM OF R-TANK 5,00 z
INFILTRATION RATE OF 257 HOUR. F- g
EXISTINLn
G CONTAMINATED SOIL z SEASONAL HIGH WATER TABLE iv R-TANK (UD) SINGLE UNITS
STARTING AT ELEVATION 4.00' TO BE a r Q
REMOVED AND REPLACED ELEVATION = 2.00 LU 9 UNITS WIDE BY 42 UNITS LONG
SEE DETAIL THIS SHEET
E
c
Lei
16,
0
L NON -WOVEN GEOTEXTILE FABRIC
INFILTRATION SYSTEM A SECTION VIEW
SOIL MIGRATION
SEE MARINE ENGINEER DRAWINGS FOR ANY
SHORELINE EROSION CONTROL PROTECTION.
CLEAN FILL TO BE USED UNDER ALL PROPOSED
MATERIALS TO MAXIMUM ELEVATION OF 4.5'
ABOVE SEA LEVEL, NAV 88.
INFILTRATION SOIL CHANNEL DETAIL
SYSTEM INFLOW
(MULTIPLE)
TRASHH GUARD PLUS
PROTECTION
INLET PIPE FROM DIVERSION STRUCTURE
INV EL = 5.50
RCP TO 51-AD
SWPE @ 0.40%
INV:3®1
52-JB SECTION VIEW
A
DIVERSION STRUCTURE A
PIPE
INV EL=5.54
2.00 SPACING REF.
TOTAL COVER: 12"(STONE)/14"(SAND/SOIL) MINIMUM AND 60" NOTES:
MAXIMUM. FIRST 12" (OR FROM TOP OF MODULE TO BOTTOM OF 1, FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANK!"" MODULE SHEET.
PAVEMENT SECTION WHEN MINIMUM COVER CONDITIONS APPLY) 2. INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD
MUST BE FREE DRAINING BACKFILL (SPEC SECTION 2.03132): STONE BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND 2016
<1.5" OR SOIL (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAY INTERIM REVISIONS,
BE STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS 3. PRE-TREATMENT STRUCTURES NOT SHOWN.
CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, 4. FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER
MAX 25% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4. SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN. UNCOMPACTED FREE: DRAINING BACKFILL
A MIN, 12" COVER MUST BE MAINTAINED BETWEEN BACKFILL (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS
EQUIPMENT AND THE TOP OF THE R-TANK'"" SYSTEM AT ALL TIMES. OR DEBRIS, AND EXTEND 2' BEYOND R-TANe" FOOTPRINT.
TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 5'. CONTACT
ACF ENVIRONMENTAL IF MORE THAN 5' OR LESS THAN 12" OF TOP
BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT).
UTILITY MARKERS AT PAVEDCOVER
CORNERS (TYP.) SURFACE GRADE TOPFINISH
TANK:
STONE SIDE BACKFILL
12" (0.30 m) MIN.
* SANDISOIL SIDE BACKFILL
- 14" (0.36 m) MIN.
60" (1.52 m) MAX.
f OPTIONAL
OVERFLOW
PIPE
INLET PIPE
I,
t - OPTIONAL
OUTLET
PIPE
3" (0.08 m) MIN.
24" (0.61 m)
R-TANK1}' UNITS BASE: 3" MIN. BEDDING MATERIAL (SPEC SECTION SIDE BACKFILL: 24" MIN. OF FREE DRAINING
LOAD RATING: 134.2 PSI (MODULE ONLY) 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, BACKFILL (SPEC SECTION 2.03132): STONE <1.5"
GP, SW OR SP). MUST BE FREE OF LUMPS AND DEBRIS, OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST
SUBGRADE I EXCAVATION LINE: COMPACT PER AND EXTEND 2' BEYOND R-TANKU°. COMPACT PER BE STONE (NOT SOIL) WHEN TOTAL COVER
SPEC SECTION 3.02 D. A BEARING CAPACITY SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF DEPTHS ARE LESS THAN 14". MUST BE FREE
OF 2,000 PSF MUST BE ACHIEVED PRIOR TO THEY MEET THE REQUIREMENTS OF SPEC SECTION FROM LUMPS, DEBRIS AND OTHER SHARP
INSTALLING R-TANKUD 2.03A AND ARE ACCEPTED BY OWNER'S ENGINEER. OBJECTS. SPREAD EVENLY TO PREVENT
R-TANKUD MOVEMENT. COMPACT SIDE BACKFILL
WITH POWERED MECHANICAL COMPACTOR IN
12" LIFTS (PER SPEC SECTION 3.05 A2).
04/23/2018
0
x
R-TANK"° & HS-20 LOADS - SECTION VIEW
� I
r
LET'S GET IT DONE FOR ADDITIONAL INFORMATION PLEASE CONTACT., ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
5.00 T ` 00.75 TYR
SIDE VIEW
PLAN VIEW
TYR
-r
pi
INU
FRONT VIE-.�I
r y nTm
dt
ot, ��
' I�IE}I,G I ' III"
ISOMETRIC VIEW
N
N
1 MODULE DATA
GEOMETRY: LENGTH = 23.62 IN. (600 MM) LOAD RATING: 134.20 PSI, (MODULE ONLY)
WIDTH = 23.62 IN. (600 MM) HS25, (WITH ACF COVER SYSTEM)
HEIGHT = 14.17 IN. (360 MM)
TANK VOLUME = 4.57 CF MATERIAL: 100% RECYCLED POLYPROPYLENE .
STORAGE VOLUME = 4.35 CIF
VOID INTERNAL VOLUME: 95%
VOID SURFACE AREA: 95%
03/22118
R-TANKUD - SINGLE MODULE
I
FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
C0.38 TYP.
i
V
00.38 TYP.
�Jn n I
� o a
1 SPACING REF r1 ��' O
r) r? I
f 0 0
c
o
0 c;
� 1
II
C
\`ti CJ I
SIZE A B
23" x 24" 23" 26.51"
28" x 30" 28" 33.15„
6.49 REF. E _ ' �y L, y I ' `, C,
/F ....,� 1` � ;': a c :; 34" x 36" 34" 38.69"
' i` i
�•� � � � is :I +O,ZS"TpCEAANCFpNDIMENSIONS
TRASH GUARD PLUS DETAIL
CTi7 OF
aaN CAROLIN
Public Services s Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 16 1 17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www. hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanicai Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
CA
a� SEAL 9� `-
_ 10s4948
A►ILIL ssr?.o O
IISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10125/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
6
REVISION 4
04/02/2020
7
REVISION 6
04/10/2020
8
NCDEQ STORMWATER EXPRESS
04/22/2020
LKEY MAP
SFItt 1 IiVrVF(MA 1 wN
Project No.: C17135
Drawn By:
LAP
Checked By:
ACP
Date:
1 /20/2020
Scale:
1" = 20'
I SHEET TITLE
CIVIL INFILTRATION
SYSTEM A DETAILS
SHEET NO.
ml 7=P1

L
INFILTRATION SYSTEM C - PLAN VIEW
SCALE: 1 "=10'
J
G
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/ / / / /
F
If
CLEAN FILL WITH MINIMUM
INFILTRATION RATE OF 25"/ HOUR.
EXISTING CONTAMINATED SOIL p
STARTING AT ELEVATION 4.00' TO BE Q
REMOVED AND REPLACED z
O
1=
W
U)
E
INFILTRATION SYSTEM C SECTION VIEW
ra
BOTTOM OF R-TANK = 5.00
SEASONAL HIGH WATER TABLE
ELEVATION = 2.00
SOIL MIGRATION
0 5 10 20 NORTH
SCALE: 1"=10'
DIVERSION STRUCTURE C
STRUCTURAL BACKFILL - SEE R-TANK UD SECTION DETAIL
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r l
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NON -WOVEN GEOTEXTILE FABRIC
R-TANK (UD) DOUBLE UNITS
6 UNITS WIDE BY 21 UNITS LONG
SEE DETAIL THIS SHEET
2,00 SPACING REF.
ALIGN GRATE AND WEIR TO AVOID
INFLOW BYPASSING INFILTRATION SYSTEM
DIVERSION WEIR EL 7.26
TRASHH GUARD PLUS
PRE TREATMENT
INLET PIPE FROM DIVERSION STRUCTURE
INV EL =5.75
c o 0 0 o c o :. 0 o
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6.49 REF. C 0
C c
C
00.38 TYP.
1 SPACING REF.
-'- VIHIIV ! ClVMIVI,.0 HIVU
. BSERVATION PORT
OUTLET CONTROL PIPE
INV EL W 5.75
00.38 TYP.
SIZE A B
23" x 24" 23" 26.51"
28" x 30" 28" 33.15"
34" x 36" 34" 38.69"
IAI i_--_. STORMWAWR-GQNTTR9L----- W
VV - _-
TOTAL COVER: 12"(STONE}/14"(SANDISOIL) MINIMUM AND 60" NOTES:
MAXIMUM. FIRST 12" (OR FROM TOP OF MODULE TO BOTTOM OF 1. FOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANKL1° MODULE SHEET.
PAVEMENT SECTION WHEN MINIMUM COVER CONDITIONS APPLY) 2, INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE AASHTO LRFD
MUST BE FREE DRAINING BACKFILL (SPEC SECTION 2.0382): STONE BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 7TH EDITION, 2014 WITH 2O15 AND 2016
<1.5" OR SOIL (USCS CLASS GW, GP, SW OR SP). ADDITIONAL FILL MAY INTERIM REVISIONS.
BE STRUCTURAL FILL (SPEC SECTION 2.03C): STONE OR SOIL (USCS 3. PRE-TREATMENT STRUCTURES NOT SHOWN.
CLASS SM, SP, SW, GM, GP OR GW) WITH MAX CLAY CONTENT<10%, 4. FOR INFILTRATION APPLICATIONS, GEOTEXTILE ENVELOPING R-TANK SHALL BE ACF M200 (PER
MAX 25% PASSING NO. 200 SIEVE, AND MAX PLASTICITY INDEX OF 4. SPEC SECTION 2.02A) AND BASE SHALL BE 4" MIN. UNCOMPACTED FREE DRAINING BACKFILL
A MIN. 12" COVER MUST BE MAINTAINED BETWEEN BACKFILL (SPEC SECTION 2.03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF LUMPS
EQUIPMENT AND THE TOP OF THE R-TANK m SYSTEM AT ALL TIMES. OR DEBRIS, AND EXTEND 2' BEYOND R-TANKUD FOOTPRINT,
TOTAL HEIGHT OF TOP BACKFILL SHOULD NOT EXCEED 5'. CONTACT
ACF ENVIRONMENTAL IF MORE THAN TOR LESS THAN 12" OF TOP
BACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT).
UTILITY MARKERS AT PAVEDCOVER- COVER FROM FINISH
CORNERS (TYP.) GRADE TO TOP OF TANK:
.
STONE SIDE BACKFILL
1 . - 12" (0.30 m) MIN
• SANDISOIL SIDE BACKFILL
- 14" (0.36 m) MIN.
60" (1.52 m) MAX.
i _- OPTIONAL
OVERFLOW
PIPE
INLET PIPE
I IAwl
OPTIONAL
OUTLET
j _ • PIPE
3" (0.08 m) MIN.
24" (0.61 m)
R-TANe" UNITS BASE: 3" MIN. BEDDING MATERIAL (SPEC SECTION SIDE BACKFILL: 24" MIN. OF FREE DRAINING
LOAD RATING: 134.2 PSI (MODULE ONLY) 2.03A) MAY BE STONE (<1.5") OR SOIL (USCS CLASS GW, BACKFILL (SPEC SECTION 2.03B2): STONE <1.5"
GP, SW OR 5P). MUST BE FREE OF LUMPS AND DEBRIS, OR SOIL (USCS CLASS GW, GP, SW OR SP). MUST
AND EXTEND 2' BEYOND R-TANIN°. COMPACT PER BE STONE (NOT SOIL) WHEN TOTAL COVER
5U8GRADE !EXCAVATION LINE: COMPACT PER SPEC SECTION 3.03 A. NATIVE SOILS MAY BE USED IF DEPTHS ARE LESS THAN 14". MUST BE FREE
SPEC SECTION 3.02 D. A BEARING CAPACITY THEY MEET THE REQUIREMENTS OF SPEC SECTION FROM LUMPS, DEBRIS AND OTHER SHARP
OF 2,000 PSF MUST BE ACHIEVED PRIOR TO 2.03A AND ARE ACCEPTED BY OWNER'S ENGINEER.
INSTALLING R-TANK"" OBJECTS. SPREAD EVENLY TO PREVENT
R-TANKS MOVEMENT. COMPACT SIDE BACKFILL
WITH POWERED MECHANICAL COMPACTOR IN
12" LIFTS (PER SPEC SECTION 3.05 A2).
04/23/2018
R-TANK"D & HS-20 LOADS - SECTION VIEW
•
LET'S GET IT DONE FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
...... 23.62" - 23.62"
''[
I IM=. E ' �'
a,. ::
SIDE VIEW
FRONT VIEW
23.62" ... .... _�
1.
f+
N
ISOMETRIC VIEW
m
D �
N I
MODULE DATA
GEOMETRY: LENGTH = 23.62 IN. (600 MM) LOAD RATING: 134.20 PSI, (MODULE ONLY)
i WIDTH = 23.62 IN. (600 MM) HS25, (WITH ACF COVER SYSTEM)
HEIGHT = 27.17 IN. (690 MM)
PLAN VIEW TANK VOLUME = 8.77 CF MATERIAL: 100% RECYCLED POLYPROPYLENE
STORAGE VOLUME = 8.33 CF
VOID INTERNAL VOLUME: 95%
VOID SURFACE AREA: 95% i.
03/22/18
R-TANKUD - DOUBLE MODULE
•
FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com
CITY OF
GTON
NORTH CAROLINA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
' ned
�- SEE MARINE ENGINEER DRAWINGS FOR ANY . E- c e Q f0.15 TOLERANCE ONDIMENSIONS Si
SHORELINE EROSION CONTROL PROTECTION. �- --
CLEAN FILL TO BE USED UNDER ALL PROPOSED
MATERIALS TO MAXIMUM ELEVATION OF 4.5'
ABOVE SEA LEVEL, NAV 88. TRASH GUARD PLUS DETAIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Sad = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltatountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
`,�+++Irrrlrir��i
11, ';� . 'ess'r'
0
�9f
sEAL
�o sas
i 9 �NC...i ....
IL14.
Zt120W
l ISSUEIREVISIONS
NO,
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
6
REVISION 4
04/02/2020
7
REVISION 6
04/10/2020
8
NCDEQ STORMWATER EXPRESS
O4122/2020
IKEY MAP
N
5Htt I INFUh1MA 1 IUN
Project No.: C17135
Drawn By:
LAP
Checked By:
ACP
Date:
1 /20/2020
Scale:
1" = 20'
I SHEET TITLE
CIVIL INFILTRATION
SYSTEM C DETAILS
SHEET NO.

IPROJECT INFORMATION --
M
L
t:�
i
IIIIIIIIII:l
G
F
E
t
C
0"
M
ri I it
� I
I i low
t
EAST
GARC]Ei
UNDERDRAIN SHALL BE 8" SCHEDULE
40 OR SDR 35 SMOOTH WALL PVC WITH
MINIMUM SLOPE OF 0.5% AND WITH J"
PERFORATIONS AT 6" ON CENTER
EVERY 90 ", SEE SHEET C-131-Pl FOR
LOCATIONS
PERMEABLE PAVEMENT - PLAN VIEW
SCALE: 1 "=20'
SUBBASE TO BE LESS
THAN 2% SLOPE IN ANY
DIRECTION
LF(_'T.
VAULT
f
'1
FREE DRAINING ANGULAR WASHED STONE
3" - 2" DIAMETER INSTALLED AT MINIMUM COMPACTION OF 95%
ALL LOCATIONS IDENTIFIED TO HAVE PERMEABLE PAVERS SHALL
INCLUDE THIS PAVEMENT PROFILE, SEE LANDSCAPE PLANS
No 8 STONE AS 2" BEDDING COURSE. SAME STONE
TO BE USED BETWEEN PAVERS
4' PERMEABLE FURNISHING STRIP; SEE LA PLANS
FOR MORE INFORMATION --- 6" X 18" GRANITE CURB
61 Z , " ��
-II T-
PERMEABLE PAVEMENT
NOTE:
ALL PERMEABLE PAVEMENT
UNDERDRAINS TO BE FITTED WITH
UPTURNED ELBOW AT ENTRY TO
STORMWATER BOX.
STORMWATER
CONCRETE BOX
UPTURNED ELBOW
8"X8"PVC TEE
PERVIOUS CONCRETE
STEEL PIN LOCATED ABOVE
CLEAN OUT FOR MARKING
LOCATION BELOW PAVERS.
#78 WASHED STONE.
#57 WASHED STONE.
#2 WASHED STONE.
�— 4" CLEAN OUT PIPE WITH
BRASS CAP-
4" PERFORATED DRAINAGE
PIPE. SEE DRA(NAGE PLAN
LOCATION AND TIE IN.
NON -WOVEN
GEOFABRIC.
COMPACTED
SUBGRADE
NOTES:
1. PERMEABLE PAVERS ARE 4" x 8" ADA
COMPLIANT. COLOR AND FINISH TO MATCH
BRICK BANDING,
2. SEE L-131-1311 MATERIALS AND FURNISHINGS
PLAN FOR ADDITIONAL INFORMATION.
3. SECTION CONFORMS TO NCDENR BMP
MANUAL
4, CONTRACTOR TO PROVIDE INFILTRATION
TESTING ON SOIL TO ENGINEER PRIOR TO
CONSTRUCTION OF PAVER SYSTEM.
NTS
PERMEABLE PAVERS,
'• '-
SEE L-030-P1
WATER -TIGHT
r:
2" BEDDING
f
THREADED CAP
:x
COURSE
12" MIN WASHED
f �"
No. 57 STONE
" r.
UNDISTURBED
SOIL
-
e
•V • .
8" UNDERDRAIN
.. •I • _ rl
.
•y
N-T3.;
S..
..
UPTURNED ELBOW DETAIL
NTS
SECTION
IMPERMEABLE BRICK PAVERS;
SEE LA PLANS FOR MORE INFORMATION
FREE DRAINING ANGULAR WASHED STONE
" - 2" DIAMETER INSTALLED AT MINIMUM COMPACTION OF 95%
ALL LOCATIONS IDENTIFIED TO HAVE PERMEABLE PAVERS SHALL
INCLUDE THIS PAVEMENT PROFILE, SEE LANDSCAPE PLANS
No 8 STONE AS 2" BEDDING COURSE. SAME STONE
TO BE USED BETWEEN PAVERS
4' PERMEABLE FURNISHING STRIP; SEE LA PLANS
FOR MORE INFORMATION
Z
NUTT ST PROMENADE SECTION NTS N
SECTION
200
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
- - —
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
PROPOSED CATCH BASIN
PROPOSED JUNCTION BOX
®
PROPOSED AREA DRAIN (GRATE
"-.-"""
DETAIL SHEETC-530•-P1)
44.50
PROPOSED ELEVATION
TC 44.
BC 4 4.00
TOP/BOTTOM OF CURB
TW 46 -00TOP/BOTTOM
BW 44.00
OF WALL
RIPRAP DISSIPATOR
---r'�
FLOW DIRECTION
1•
LIMITS OF DISTURBANCE
0 10 20 40 NORTH
SCALE: 1 "=20'
- UNDERDRAIN SHALL BE 8" SCHEDULE
40 OR SDR 35 SMOOTH WALL PVC WITH
MINIMUM SLOPE OF 0.5%AND WITH
PERFORATIONS AT 6" ON CENTER
EVERY 90 °, SEE SHEET C-131-P1 FOR
LOCATIONS
SUBBASE TO BE LESS
THAN 2% SLOPE IN ANY
DIRECTION
CITY
�ToNAROLINA NORTH C
Public Services s Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www. hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartine.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
W?Ifalls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering - E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.dettafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEAUSIGNATURE
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lllllll�f,/
4
s - y
'' • v cc'�yG*eo
lN��� •
r4CIE B.
4714L tti%&W
ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10125/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
6
REVISION 4
04/02/2020
7
REVISION 6
04/10/2020
8
NCDEQ STORMWATER EXPRESS
O4/2212020
KEY MAP
N
. -r- I IIYrunmA e Ivn
Project No.: C17135
Drawn By:
LAP
Checked By:
ACP
Date:
1/20/2020
Scale:
1" = 20'
I SHEET TITLE
CIVIL PERMEABLE
PAVEMENT
DETAILS
I SHEET NO.
1 1 2 I 3 I 4 I 5 I 6 1 7 1 8 1 9 1 10 I 11 I 12 I 13 I 14 1 15 1 16 I 17
CM1 39MP1

PROJECT INFORMATION
N
M
L
K
J
H
G
F
E
D
C
B
A
CURB GRAD 1'-6" 0.625"
00 PVMT. P
8„
Cn
8" BRICK WALLS
w 3/4" CEMENT PLASTER cn
�n w
Q
a �
°SET
SECTION "A —A" CTION "B—B"
5'-10"MIN.
PVMT.
F—_—__ -B CURB & GUTTER
—_— --
i 00
I - I
l
A CASTING I A - 7;
I I N �-
I
L NOTE:
PLAN 1. 4" DEEP X 8" WIDE CONCRETE COPING
ALL AROUND BASIN CASTING.
2. ALL CONCRETE TO BE CLASS "A"
3. FOR CASTING DETAIL SEE SD 2--16
DATE: 2006
DRAWN BY JSRICMR
CHECKED BY B.F., P.E.
SCALE NOT TO SCALE
STANDARD DETAIL
CATCH BASIN
cnY of
GTON
NORTH E;AROLINA
CITY OF WILMINGTON ENGINEERING
PO SOX 1810
WILMINGTON, NC 28402
[phone]
SD 2-01
STANDARD DETAIL. CITY OF WILMINGTON y "'
DATE: JUNE18,20M ENGINEERING OMC'E
4 1NCH INLET 305 CHESTNUT STREET
..
` '�'r , SANITARY TEE
Po. BOX taro � r
CilBCMBY B.PENNY WILMINGTON N.C. 28402'
[phone] SD 343
SCA X NOT TO SCA Z El
4--4 L
TYPE 4780 IRON
SPECIFICATION CLAUSE
LONGITUDINAL GRATE
K100 KLASSIKDRAIN - LOAD CLASS D
EXPANSION JOINT TO PAVEMENT PER
T SEE NOTE 4 ENGINEER'S DETAILS DESIGN
GENERAL
e SEE NOTE 3 DOCUMENTS
THE SURFACE DRAINAGE SYSTEM SHALL BE
POLYMER CONCRETE K100 CHANNEL SYSTEM WITH
GALVANIZED STEEL EDGE RAILS AS MANUFACTURED
d
BY AGO POLYMER PRODUCTS, INC.
A
4
a
d
MATERIALS
Q
Q
CHANNELS SHALL BE MANUFACTURED FROM
POLYESTER RESIN POLYMER CONCRETE WITH AN
a
INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIN_.
MINIMUM PROPERTIES OF POLYMER CONCRETE WILL
4 .
BE AS FOLLOWS:
4
COMPRESSIVE STRENGTH: 14,000 PSI
FLEXURALSTRENGTH: 4,000 PSI
TENSILE STRENGTH: 1,500 PSI
6" [150mm]
a
d
Q
WATER ABSORPTION: 0.07%
/
/
FROSTPROOF YES
Q
/
DILUTE ACID AND ALKALI RESISTANT YES
Q
B117 SALT SPRAY TEST COMPLIANT YES
THE SYSTEM SHALL BE 4" (100mm) NOMINAL
INTERNAL WIDTH WITH A 5.1" (130mm) OVERALL
WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL
INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL
93
CHANNELS SHALL BE INTERLOCKING WITH A
MALeFEMALE JOINT.
6" ]150mm] 6" [350mm]
THE COMPLETE DRAINAGE SYSTEM SHALL BE BY
ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR
PARTIAL SYSTEM DESIGN AND/OR IMPROPER
'
INSTALLATION WILL VOID ANY AND ALL WARRANTIES
PROVIDED BY ACO POLYMER PRODUCTS, INC.
NOTES:
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.
CHANNEL SHALL WITHSTAND LOADING TO PROPER
ENGINEERING ADVICE MAY BE REQUIRED.
LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE
SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD
AIR POCKETS.
CLASS SPECIFIED AND INTENDED APPLICATION.
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL
GRATES SHALL BE SECURED USING'QUICKLOK'
AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED.
BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE.
SHALL BE CERTIFIED TO MEET THE SPECIFIED EN
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO
1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED
DETERMINE PROPER LOAD CLASS.
IN ACCORDANCE WITH THE MANUFACTURER'S
6. REFER TO AGO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS.
INSTRUCTIONS AND RECOMMENDATIONS.
K1-D-ECP
K100 - KLASSIKDRAIN - LOAD CLASS: D
ACO Polymer Products, Inc.
®
Exposed Concrete Pavement
825 W. Beeacraft S1
9470 Pinecone Dr.
4211 Pleasant Rd.
Casa Grande, AZ 85122
Mentor, OH 44060
Fort Mill, SC 29708
INSTALLATION DRAWING -ACO DRAIN
Tel: [phone]
Tel: [phone]
Fax 803-802A(63
DATE: OS/24115
Fax:[phone]
Fax. 4406 g7235
Arizona Tel- 888-490-9552 e-mail: salesraacousa.com Ohio Tel: [phone] www.acousa.com South Carolina Tel: [phone]
TRENCH DRAIN AT STAGE
z
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a
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STANDARD DETAIL
DATE: 2001
DRAWN BY JSR GRILL BASIN
CHECKED BY B.P., P.E.
SCALE NOT TO SCALE
DROP LEG
GREASE IN'
STATIC LIQI
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GTON
NOATI! CARO[.INA
CITY OF WILMINGTON ENGINEERING
PO BOX 1810
WILMINGTON, NC 28402
(910) 341--7807
SD 2-02
STANDARD DETAM CrrY OF WILE IMMN
DAM& AM 13, 20M ENGINEERING OFFICE
6x6x4 OUTLET 305_CHI STREET A
0IlrIWH13Y ISRSANITARY TEE
PO. 80X 1810
CEOEXMBY 8.PENNY WILMINGTON N.C. 28402
[phone]SD 3-12
SCALE NOT E0 SCAU
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STANDARD DETAIL c1rY cir
BATE: 2001 GTON
GUIDELINES FOR NOItTHCARgLINA
DRAWN BY JSRICMR CITY OF WILMINGTON ENGINEERING
STORM DRAIN MANHOLE Bo Box 1810
CHECKED BY B.P., P.E. WILMINGTON, NC 28402
(910) 341 —7807
SCALE NOT TO SCALE SD 2-03
MARKED:
SANITARY SEWER OR
STORM DRAIN AS REQUIRED
TOP OF COVER
A A
PLAN 7/8,1 BOTTOM OF COVER
NOTE:
RING & COVER CONTACT SURFACES SHALL
BE MACHINED TO INSURE EVEN BEARING
OF COVER AND RING MINIMUM WEIGHTS:
2,-1„ RING 261 LBS.
COVER 120 LBS.
1'-11 3/4"
1'-11 1 /2"
2.125" 7.5
0.5"
4.125' 1'-8 3/8" _I 4.125'
� 1 ' — 9 5 8" —.-�
1'— 10 1 4" 5.5"
2'-9 1 4"
SECTION "A —A"
STANDARD DETAIL
DATE: 2001 GTON
STANDARD MAN -HOLE NORTH CAROLINA
DRAWNBY JSR/CMR RING AND COVER CITY OF WILMINGTON ENGINEERING
PO BOX 1810
CHECKED BY B.P., P.E. WILMINGTON, NC 28402
(910) 341 —7807
SCALE NOT TO SCALE SD 14-02
9000FDR-H2O-24 1 Drain Grate Frame I
2Y2" x 1Y " x Y4" steel
angle frame
2"x Y2" nelson anchors
(4places)
For use with 24" H2O
Highway rated trench
grate
Finish:Unfinished, or
Galvanized or
Powder coat
L � 24" I TRENCH GW 7E
24" 4' X1 7 %,' GRiNp NG PADS FGR
nMA! LEVELING
245�a
24Y$" �� •- r 212x,-V2-xIA-
A � -'�' STEEL ANGLE
•.. r+ 4 M .
IQ' NELSONANCHDR
-A •. ,� 4 WELOED TO FRAME
y'.
215�8"
H2O GRATE FRAME
This drawing embodies a confidential proprietary design of IRONSMITH,INC. Palm Desert,CA. Ali design, manufacturing, reproduction,use,sale and IRONSM"u
other rights regarding the same are expressly reserved. This drawing is submitted under confidential relationship for a specific purpose and the 41701 Corporate Way #:3
recipient agrees by accepting this drawing not to supply or disclose any information regarding it to any unauthorized person or to incorporate any Palm Desert, CA 92260
special feature peculiar to this design in other projects. The information in this drawing may be covered completely or in part by patents pending. (800)-338.4766
www.ironsmith.blz
TYPICAL NOTES
SEE GRATE TYPE ON C-531
AREA DRAIN FRAME DETAIL NTS
1�1_ % PLAN
DEWATERING v
TYPICAL NOTES
1. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE LAID OVER THE DROP
INLET SO THAT THE WIRE EXTENDS A MINIMUM OF 8" BELOW EACH SIDE OF THE WEEP HOLES OF INLET
STRUCTURE. MESH TO BE KEYED IN. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERLAP
STRIPS 1 FOOT (MIN).
2. NCDOT #5 WASHED STONE SHALL BE PLACED OVER THE MESH TO A MINIMUM 1 FOOT DEPTH AND
EXTENDING BEYOND THE INLET OPENING BY 18" (MIN).
3. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT.
4. TO PROVIDE SATISFACTORY BASIN EFFCIENECY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN OF
THE BASIN HAS BEEN REDUCED BY ONE—HALF. SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE
SURROUNDING LAND AREA OR STOCKPILE AND STABILIZE IT APPROPRIATELY.
X EXCAVATED DROP INLET PROTECTION
CriY qP
GTON
NORTH CAR07 TNA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandee.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.dettafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
CARO
20 • �� rQ. ,y
. n� SEAL �`•:
= 9487GIN
�'rfrrril�riti►+''
�9- ay.zoto
I ISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03109/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
IKEY MAP
N
+'iaaaBl►12-+1NI11rML6h
Project No.: C17135
Drawn By:
NBC
Checked By:
JWP
Date:
1 /2W2020
Scale:
N.T.S.
SHEET TITLE
SHEET NO.
CIVIL STORM
DETAILS
PLAN
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17

PROJECT INFORMATION
r,
L
H
G
F
E
C�7
C
STANDARD CURB & GUTTER
AS REQUIRED MATCH EXISTING ASPHALT
t OR 2" MIN.
I i Ar.iF LANE
SHOULDER EXTENSION
AS REQUIRED
VARIES
1�
12" SUBBASE
6" CONTINUOUS OVERFILL
ABC BASE
12" COMPACTED
SUBBASE
PIPE
NOTES:
1. PAVEMENT RESTORATION DESIGN IS DEPENDENT ON CITY
STREET CUT POLICY AND PERMITTED CONDITIONS.
2, PIPE TRENCH AND COMPACTION REQUIREMENTS PER
SPECIFICATIONS. SEE SD 1 -07 AND SD1 -05.
STANDARD DETAIL ct�t of
DATE: MAY, 2013 GTON
TYPICAL ROAD NORTH CAROI.INA
DRAWN BY JSR REBUILD CITY OF WILMINGTON ENGINEERING
RE212 OPERATIONS CENTER DR.
CHECKED BY B.R., P.E. WILMINGTON, NC 28412
SCALE NOT TO SCALE (910) 341 —7807
SD 1-04
0
0
0
0
0
0
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0
0
0
0
0
0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
[609.6mml
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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0
0
0
0
0
0
0
0
0
0
0
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0
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0
0
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0
0
0
0
0
0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2 1 /4"
[57.15MMI
24"
[609.6mml
2 5/8.'
[66-681
PROPRIETARY AND CONPIDENTIAt
This drawing embodies a confidential design of IRONSMITN, INC. Palm Desert, CA. Ali design, manufacturing, reproduction, use, sale, and other rights regarding the some are expressly reserved. This drawing is submitted under confidential relationship for
a specific purpose and the recipient agrees by accepting this drawing not to supply or disclose any inforrr&on regarding it to any unauthorized person or to incorporate any special feature peculiar to this design in other projects. The information in this
drawing maybe covered completely or in part by patents pending.
AREA DRAIN GRATE DETAIL (2411 X 2411
PLAN
NTS
9053DR-24-H2O
Market Street
H-20 Drain Grate
24" x 24" Square Drain
Grate. H-20 Rated for
vehicular loads.
1 /2" maximum slot
opening for A.D.A.
compliance and
pedestrian safety.
Cast from Gray Iron from
100% Recycled Materials.
Finish: Unfinished, or
Black Dip, or
Enamel Point, or
Polyurethane Paint, or
Powder Coat.
Zinc undercoat available.
Specify finish and Color.
Use Frame Model:
9000FDR-H2O-24
Clear opening:
50 sq.ln.
Weight per Each
Iron: 2001b / 91 Kg
DO NOT SCALE DRAWING
IRONSMITH
41-701 Corporate Way #3
Palm Desert, CA 92260
[phone]
[phone] Fax
MATCH THICKNESS OF EXISTING ASPHALT (2" MIN.)
SUPERPAVE S-9.5A (90% MIN.) OR
S-9.513 (92% MIN.) IN LIFTS.
CLEAN SQUARE
EXISTING PAVEMENT CUT W/ TACK
8" ABC BASE (100%) 8" MIN.
12" SUBBASE (98%) 12'
CUTBACK CUTBACK
11
OVERFILL (95%) SLOPE WALLS TO
ANGLE OF REPOSE
OR SHORING AS
APPROVED BY ENGINEER VAR.
E
COR
HAUNCHTURE (95%) PIPE BEDDING VAR.
NOTES:
1. CONTRACTOR SHALL ENSURE BOTTOM Or TRENCH IS SUITABLE FOR INSTALLATION AND
DOES NOT REQUIRE FOUNDATION CONDITIONING STONE.
2. FILL SHALL BE SUITABLE MATERIAL THAT IS FREE FROM HEAVY CLAY, GUMBOS,
DEBRIS, ORGANICS AND LITTLE TO NO EXCESSIVE MOISTURE.
3. SELECT BACKFILL MAY BE SUBSTITUTED OR REQUIRED BY CITY TO ACHIEVE
COMPACTION, (I.E. #57, ABC, CRUSHED LIMESTONE, CLEAN SAND, FLOWABLE FILL, ETC).
4. SOIL SHALL BE INSTALLED IN 6"-8" LIFTS AND COMPACTED BY A MECHANIZED
TAMPER (LE JUMPING JACK), HOWLVLR, VIBRATORY ROLLERS > 18" WIDTH MAY BE
USED FOR LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT BE USED.
5. ALL APPROVED CASTINGS SHALL BE SET FLUSH TO GRADE AND SUPPORTED IF
APPLICABLE,
6. COMPACT MATERIALS TO MINIMUM % DENSITY SHOWN IN DIAGRAM AS DETERMINED BY
THE STANDARD PROCTOR METHOD ASTM D-698-A FOR SOILS; AND ASTM D-698-C
FOR ABC STONE; AND BY NUCLEAR GAUGE OR CORE SAMPLE FOR ASPHALT,
7. CUTBACKS OF ASPHALT SHALL BE PREPARED ON EDGE OF EXCAVATION OVER TOP OF
UNDISTURBED SOIL.
STANDARD DETAIL
ctnot
GTON
DATE: MAY, 2013
PAVEMENT REPAIRS-
NORTH CAROI.INA
DRAWN BY JSR
UTILITY CUTS
CITY OF WILMINGTON
CHECKED BY D.E.C., P.E.
ENGINEERING OFFICE
212 OPERATIONS CENTER DRIVE
SCALE NOT TO SCALE
WILMINGTON N.C. 28412
[phone] SD 1-05
A
2.
RADIUS FRONT WHEN REQ. B 1/2" ROD
3/8„ GROOVE
DIAMOND "'X'.
ACRID TOP; X i
�i I�
PLAN OF COVER
B
fi„
N SECTION "A —A"
N
1,5" 1.5"
0,75"
N
�
0.75"
0
N4Cn
N
LEFT
RIGHT
ENDS
3/4" HOLES
1„ 4„ 5" 11 1"
1
SECTION "B-B"
L2"�
DETAIL OF HANDLE
MINIMUM AVERAGE WEIGHT
FRAME (EACH) 65LBS.
COVER RADIUS) 225 LBS.
6" _ r COVER STR.) 225 LBS.
1'-9 1 /4"
5.76" 5" 7.5"
1.5" 1.5"
0.62"
TOP VIEW
1.5" 12.5" 1.5'$
SIDE
LO
STANDARD DETAIL On'OF
DATE: 2001 GTON
CATCH BASIN CASTINGS NORTH CAROLJNA
DRAWN BY JSR/CMR CITY OF WILMINGTON ENGINEERING
DETAIL PO Box 181 D
CHECKED BY S.P., P.E. WILMINGTON, NC 28402
[phone]
SCALE NOT TO SCALE SD 2-16
SOILS
H 90% MIN. COMPACTION
SEE NOTES OVERFILL SOIL 95% MIN. UNDER
PAVEMENT
20' MAX
HAUNCH — PIPE — — — — — SPRINGLINE
LOWER SIDE
OUTER BEDDING
— 6" MIN. OR
12" MIN, STONE FOR PIPE >36'
MIDDLE BEDDING PIPE WIDTH +24" FOR BEDDING AND HAUNCH
UNCOMPACTED COMPACTED OR USE NATIVE GRANULAR,
UNDISTURBED SELECT BACKFILL OR STONE
AS DIRECTED BY ENGINEER
NOTES:
1. CONTRACTOR SHALL ENSURE BOTTOM OF TRENCH IS SUITABLE FOR PIPE
INSTALLATION AND DOES NOT REQUIRE FOUNDATION CONDITIONING STONE.
2, CONTRACTOR TO INSTALL BEDDING AND PIPE BEFORE INSTALLING HAUNCH
AND THEN OVERFILL. SOILS SHALL BE INSTALLED IN 6"-8" LIFTS AND
COMPACTED TO MIN. % DENSITY AS DETERMINED BY THE STANDARD
PROCTOR ASTM D-698-A METHOD.
3. WHERE IN PAVEMENT, CONTRACTOR SHALL ADHERE TO CITY STREET CUT
POLICY AND SD 1 -04 OR SD 1-05 FOR ROAD AND PAVEMENT REBUILD.
4. SOIL SHALL BE COMPACTED BY A MECHANIZED TAMP (I.E. JUMPING JACK).
HOWEVER, VIBRATORY ROLLERS > 18" WIDTH MAY BE USED FOR LARGER
EXCAVATIONS. THE PLATE TAMS' METHOD SHALL NOT BE USED.
5. THIS DETAIL IS REPRESENTATIVE AND PIPE TRENCH DESIGN IS SUBJECT TO
SPECIFIC SOIL CATEGORY (I, il, III), AND INSTALLATION TYPE (1, 2, 3, 4),
AS DIRECTED BY THE ENGINEER AND SITE CONDITIONS.
STANDARD DETAIL
GTON
DATE: MAY, 2013
NORT1a rAx01tN.9
DRAWN: J5R
PIPE TRENCH
CITY OF WILMINGTON
CHECKED: BDR P.E.
TYPICAL
ENGINEERING RAIONS (CE
CENTER DRIVE
WILMINGTON N.C. 28412
SCALE: NOT TO SCALE
[phone] SD 1-07
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STANDARD DETAIL errs° ct1 ON
DATE: 2001
MODIFIED CATCH BASIN AROJINA
DRAWN BY JSR/CMR CITY OF WILMINGTON ENGINEFRING
SIDEWALK AND CURBING PO Box 1810
CHECKED BY S.P., P.E. WILMINGTON, INC 28402
SCALE NOT TO SCALE {910) 341 —7807
SD 2-12
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGRIE=AVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www, sageandcoombe. co m
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
+++tlllttl�
10% C'41Z0
�pF
.�� SEAL
9487
Ge�r��
��f111r111+++��
oy• a�•zaro
IISSUEIREVISIONS
NO.
DESCRIPTION
DATE
1
CONFORMED SET
10/25/2019
2
CONSTRUCTION SET
01/20/2020
3
REVISION 2
03/09/2020
4
REVISION 3
03/23/2020
5
NCDEQ STORMWATER
04/06/2020
i I
(KEY MAP
— � N
Project No.: C17135
Drawn By:
LAP
Checked By: ACP
Date:
1 /20/2020
Scale:
N.T.S.
ISHEET TITLE
CIVIL DETAILS
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 12 1 13 1 14 1 15 1 16 1 17
SHEET NO.
C m531 mP 1
i

.e
1
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d/eadre; 6
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AL
■ i i 1 I r
PROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVES JONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesia.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagleresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landisplic.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM j
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.androwengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltatountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
SEALISIGNATURE
♦ Q
;�RGARti
ISSUE/REVISIONS
NO.
DESCRIPTION
DATE
CONSTRUCTION SET
01/20/2020
1
REVISION #5
04/06/2020
2
1 REVISION #6
04/10/2020
KEY MAP
N
5MLL 1 IPIFUKMA I IUN
Project No.: NWP 1701
Drawn By: MP / SW / AL
Checked By: ML / CM
Date: 4/10/2020
Scale:1 "=30'-0
0 5 10 15 30
SHEET TITLE
I SHEET NO.
I
LANDSCAPE
MATERIALS
PLAN

MATERIALS
SYMBOL / ELEMENT
PAVING - TYPE 1
ASPHALT PAVING
HEAVY LOAD, MED-HIGH FREQUENCY
Nutt Street
PAVING - TYPE 2A
CONCRETE PAVING
W/ INTEGRAL COLOR
HEAVY LOAD, LOW FREQUENCY
Cowan Street Sidewalk, Lower Lawn, &
Loading Dock Access
PAVING - TYPE 2B
PERVIOUS CONCRETE PAVING
MEDIUM LOAD, MED-HIGH FREQUENCY
Nutt Street Sidewalk
PAVING - TYPE 3A
BRICK UNIT PAVING,
HEAVY LOAD, LOW FREQUENCY
Nutt Street Promenade
MEDIUM LOAD, MED-HIGH FREQUENCY
North & South Plinths
NN
PAVING - TYPE 3113
3B BRICK UNIT PAVING, PERMEABLE
HEAVY LOAD, MED-HIGH FREQUENCY
Nutt Street Parking
LTD. LIGHT LOAD
Nutt St. Furnishing Strip
PAVING - TYPE 4A
WE
CONCRETE UNIT PAVING
HEAVY LOAD, LOW FREQUENCY
Central Plaza
PAVING - TYPE 4B
CONCRETE UNIT PAVING
HEAVY LOAD, LOW FREQUENCY
Arcing Path
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PAVING - TYPE 6
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STABILIZED CRUSHED STONE,
East and West Garden Paths
PAVING - TYPE 7
7 ..
URETHANE BOUND CRUSHED STONE
& RUBBER PAVING
Tree Surrounds
MATERIAL PROFILE 1
ASSEMBLY SUMMARY
REFER TO SPECIFICATION & DETAILS FOR
COMPLETE DESCRIPTION
SEE CIVIL DWGS
INTEGRAL CONCRETE COLOR, ROCK SALT FINISH
REINFORCED CONCRETE PAVEMENT, SAW CUT JOINTS
COMPACTED AGGREGATE BASE COURSE
SEE CIVIL DWGS
See Detail 01 / L-520-P1
CONCRETE PAVEMENT, PERVIOUS,
SAW CUT JOINTS
COMPACTED AGGREGATE BASE COURSE,
SEE CIVIL DWGS
See Detail 02 / L-520-P1
4" x 8" by 2.75" BRICK UNIT PAVER,
POLYMERIC SAND SWEPT JOINTS
1" SAND SETTING BED
REINFORCED CONCRETE SUBSLAB
WI SAND FILLED WEEPHOLES
SEE CIVIL DWGS
See Detail 03 / L-520-P1
4" x 8" by 2.75" BRICK UNIT PAVER, PERMEABLE JOINT
WITH OPEN -GRADED CRUSHED ANGULAR STONE,
WASHED
PERMEABLE SETTING BED, BASE, SUBBASE
SEE CIVIL DWGS
See Detail 04 / L-520-PI
6" x 12" x 4" NOMINAL, SQUARE EDGE
CONCRETE UNIT PAVING, RUNNING BOND,
POLYMERIC SAND SWEPT JOINTS
1" SAND SETTING BED
REINFORCED CONCRETE SUBSLAB
WI SAND FILLED WEEPHOLES
SEE CIVIL DWGS
See Detail 04 / L-520-P1
4" x 8" x 4" NOMINAL, SQUARE EDGE
CONCRETE UNIT PAVING, RUNNING BOND,
POLYMERIC SAND SWEPT JOINTS
1" SAND SETTING BED
REINFORCED CONCRETE SUBSLAB
WI SAND FILLED WEEPHOLES
SEE CIVIL DWGS
See Detail 05 / L-520-P1
8" x 12" x 3" NOMINAL
STONE UNIT PAVING, RUNNING BOND,
GROUT JOINTS
1" MORTAR SETTING BED
REINFORCED CONCRETE SUBSLAB
W/ SAND FILLED WEEPHOLES
SEE CIVIL DWGS
See Detail 07 / L-520-PI
4" COMPACTED CRUSHED STONE
(2) 2" LIFTS, STABILIZING BINDER
COMPACTED AGGREGATE BASE COURSE
SEE CIVIL DWGS
See Detail 06 / L-520-P1
1-1/2" NOMINAL DEPTH
1-2" #57 STONE, COMPACTED
See Detail 07 / L-522-PI and
02, 04, 05, and 06 / L-560-PI
PAVING - TYPE 8 See Detail 01, 03 / L-521 and 05 / L-560-PI
" 8 J"t ENGINEERED WOOD FIBER
PRODUCTS/
MANUFACTURER
OR APPROVED EQUAL, REFER
TO SPECIFICATION
PRODUCT: CHROMIX INTEGRAL
COLOR ADMIXTURE
MANUFACTURER: SCOFIELD
COLOR: BEIGE/TAN FAMILY
SUBMIT SAMPLE
SUBMIT SAMPLE
PRODUCT: ENGLISH EDGE
PAVERS
MANUFACTURER: PINE HALL
BRICK
FINISH: IRONSPOT
SUBMIT SAMPLE
PRODUCT: RUMBLED STORMPAVE
PERMEABLE PAVERS
MANUFACTURER: PINE HALL
BRICK
FINISH: FULL RANGE
SUBMIT SAMPLE
PRODUCT: MODULINE
MANUFACTURER: BELGARD
COLOR: SEE PAVING
ENLARGEMENTS (L-523-P1)
FINISH: GRANITIZED
SUBMIT SAMPLE
SYMBOL/ ELEMENT
ABBREVIATION
�xE�.�� .V
SYN-1
OMITTED
Q
SYNTHETIC SURFACE - TYPE 1
ARTIFICIAL TURF
Play Area
DCK-1
DECKING - TYPE 1
BOARDWALK
Riverwalk Connections 1 & 2
OMITTED
WL-1
WALL - TYPE 1
CONCRETE - STRAIGHT
North Loading Dock &
Nutt Street Retaining Walls
WL-2 WALL - TYPE 2
CONCRETE - STRAIGHT
Cowan St Stair Retaining Wall
WL-3 WALL - TYPE 3
CONCRETE -CURVED
Cowan St Roundabout Retaining Wall
WALL - TYPE 4
CONCRETE - STRAIGHT
Great Lawn Stairs
PRODUCT: MODULINE
MANUFACTURER: BELGARD
WL-5
WALL TYPE
COLOR: SEE PAVING
- 5
ENLARGEMENTS (L-523-P1)
Moon
CONCRETE - CURVED
FINISH: GRANITIZED
Great Lawn Seat Wall
0 SUBMIT SAMPLE
2
WL-6
WALL - TYPE 6
CONCRETE - STRAIGHT
PRODUCT: JET MIST
North & South Plinths
FINISH: WATER JET
MANUFACTURER: NC GRANITE
WL-7
WALL - TYPE 7
SUBMIT SAMPLE
®
SOLID STONE - STRAIGHT
East Garden Donor Wall
ST-1 ® STAIR - TYPE 1
CONCRETE - STRAIGHT
PRODUCT: CHAPEL HILL Cowan St Entry
GRAVELIGRIT
PRODUCT: STA-LOK BINDER
MANUFACTURER: STABILIZER ST-21 STAIR - TYPE 2
SOLUTIONS STONE - SOLID STRAIGHT
SUBMIT SAMPLE Central Plaza
TO BE SUPPLIED AND INSTALLED
BY CITY OF WILMINGTON
TC-1 ALT. NO. 7A - TERRACE - TYPE 1
PRODUCT: FLEXI-PAVE HD 2000 CONCRETE I STONE - CURVED
MANUFACTURER: KBI INDUSTRIES Central Plaza
,.Me 0. Z 1111111111111—:1
SUBMIT SAMPLE
PRODUCT: FIBARSYSTEMS 300
MANUFACTURER: THE RBAR TC-2 WOM TERRACE -TYPE 2
GROUP CONCRETE - CURVED
Riverfront Lawn
SUBMIT SAMPLE
MATERIAL PROFILE 1
ASSEMBLY SUMMARY
REFER TO SPECIFICATION & DETAILS FOR
COMPLETE DESCRIPTION
ARTIFICIAL TURF
AIRGRID OPEN CELL PADDING,
DEPTH PER MFG
ARTIFICIAL TURF SOIL PROFILE, SEE
LANDSCAPE SOILS DWGS
See Detail 01 / L-521-PI
MATCH EXISTING RIVERWALK WOOD DECKING & GUARDRAIL
CONSTRUCTION
SEE STRUCTURAL MARINE DWGS
0' - 9' HIGH CONCRETE RETAINING WALL
REINFORCED CONCRETE FOOTING, WITH SHEET PILING FOR FUTURE
UTILITY EXCAVATION AT LOADING DOCK, SEE STRUCTURAL DWGS
See Detail 01 /L-535-P1
0' - 9' HIGH CONCRETE RETAINING WALL
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 01 / L-536-P1
0' - 9' HIGH CONCRETE RETAINING WALL
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 011 L-537-PI
CONCRETE RETAINING WALL WI STONE VENEER
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 01 /L-538-P1
18" HIGH CONCRETE SEAT WALL WI STONE VENEER
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 02 / L-538-PI
VARIES, 18"-24" HIGH / 12" DEEP CONCRETE RETAINING WALL
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 01 / L-539-P1
36" HIGH 1 12" DEEP / 18' LONG SOLID STONE WALL
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 02 / L-539-PI
CONCRETE TREADS / RISERS
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 01 / L-530-P1
STONE TREADS / RISERS
STONE TREADS I RISERS
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
See Detail 01 /L-531-P1
18 HIGH 124 DEEP CONCRETE TERRACE WI STONE CAP
REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DWGS
WATER FOUNTAIN CONDUIT TO JETS IN WALL, SEE WF DWGS
See Detail 01 /L-532-P1 AND L-534-Pl
CONCRETE TREADS 1 RISERS
REINFORCED CONCRETE FOOTING,
SEE STRUCTURAL DWGS
See Detail 01 / L-533-PI
PRODUCTS/
MANUFACTURER
OR APPROVED EQUAL, REFER
TO SPECIFICATION
PRODUCT: PLAY PREMIUM
MANUFACTURER: SYNLAWN
SUBMIT SAMPLE
PRODUCT: JET MIST
FINISH: WATER JET
MANUFACTURER: NC GRANITE
SUBMIT SAMPLE
PRODUCT: JET MIST
FINISH: WATER JET
MANUFACTURER: NC GRANITE
SUBMIT SAMPLE
PRODUCT: JET MIST
FINISH: HONED
MANUFACTURER: NC GRANITE
SUBMIT SAMPLE
PRODUCT: JET MIST
FINISH: THERMAL
MANUFACTURER: NORTH
CAROLINA GRANITE
SUBMIT SAMPLE
'ROJECT INFORMATION
NORTH
WATERFRONT
PARK
10 COWAN STREET
WILMINGTON, NORTH CAROLINA
CITY OF WILMINGTON
Community Services Department
PO Box 1810, Wilmington, North Carolina 28402
City of Wilmington Project Code 3CPRK1860
Landscape Architecture = L
HARGREAVESJONES
180 Varick Street, Suite 204, New York, NY 10014
www.hargreavesjonesla.com
NC License #C-513
Architecture = A
SAGE & COOMBE ARCHITECTS
12-16 Vestry Street, 5th Floor, New York, NY 10013
www.sageandcoombe.com
Acoustic/Theater/AV = AT
OAP.P.C.
77 Water Street, New York NY 10015
www.arup.com
Civil Engineering = C
Structural Engineering= S
Geotechnical Engineering = G
STEWART
223 S. West Street, Suite 1100, Raleigh, NC 27603
www.stewartinc.com
NC License #C-1051
Environmental Engineering = EE
SOIL & ENVIRONMENTAL CONSULTANTS, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615
www.sandec.com
EAGLE RESOURCES
215 West Moore Street, Southport, NC 28461
www.eagieresources.com
Irrigation= I
CLARK IRRIGATION DESIGN & CONSULTING, INC
P.O. Box 693, Lavonia, GA 30553
www.clarkirrigationdesign.com
Landscape Soil = LS
LANDIS, PLLC
3908 Bentley Brook Dr. Raleigh, NC 27612
www.landispllc.com
Mechanical Engineering = M
Electrical Engineering = E
Plumbing Engineering = P
Fire Protection = FP
CHEATHAM & ASSOCIATES, PA
3412 Enterprise Drive, Wilmington NC 28405
www.cheathampa.com
NC License #C-1073
Marine Structural Engineering = SM
ANDREW CONSULTING ENGINEERS
3811 Peachtree Avenue, Suite 300, Wilmington, NC 28403
www.andrewengineers.com
Water Fountain Design = WF
DELTA FOUNTAINS
11494 Columbia Park Dr. W., Suite 4, Jacksonville, FL32258
www.deltafountains.com
Lighting Design = EL
TILLOTSON DESIGN ASSOCIATES
40 Worth Street, Room 703, New York NY 10013
www.tillotsondesign.com
I SEALISIGNATURE
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I ISSUEIREVISIONS
LKEY MAP
N
,*'Fitt I INI`UMMA I ION
Project No.: NWP 1701
Drawn By: MP I SW 1 AL
Checked By: ML I CM
Date: 4/10/2020
Scale: NTS
SHEET TITLE
ISHEET NO.
LANDSCAPE
MATERIALS
SCHEDULE
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