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INDEX OF DRAWINGS
INDEX OF DRAWINGS
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN B
DRAINAGE IMPROVEMENTS AND STREAM RES
COVER SHEET
12020 3.• 35 PM by ASP YAN
PROJECT
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LOCATION , V -i2=
SHEET REFERENCE NO.
SHEET TITLE
SHEET REFERENCE NO.
SHEET TITLE
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G001
COVER SHEET
U102
COLLEGE ACRES DRIVE UTILITY PLAN 2 OF 5
r
G002
GENERAL NOTES ABBREVIATIONS AND LEGENDS
1
U 03
COLLEGE ACRES DRIVE UTILITY PLAN 3 OF 5C
^� 1 4 ki lAb�
•4
V101
COLLEGE ACRES DRIVE EXISTING CONDITIONS & DEMOLITION PLAN 1 OF 5
U104
COLLEGE ACRES DRIVE UTILITY PLAN 4 OF 5
II
�,`��l��a. HWy 76 ■a.�� //. .�b [D 4. !' ,,•�
V102
COLLEGE ACRES DRIVE EXISTING CONDITIONS & DEMOLITION PLAN 2 OF 5
U105
COLLEGE ACRES DRIVE UTILITY PLAN 5 OF 5
r�
V103
COLLEGE ACRES DRIVE EXISTING CONDITIONS &DEMOLITION PLAN 3 OF 5
U106
MALLARD STREET UTILITY PLAN
�.
f .v
/
V104
COLLEGE ACRES DRIVE EXISTING CONDITIONS & DEMOLITION PLAN 4 OF 5
U107
EXISTING SANITARY SEWER PLAN AND PROFILE 1 OF 2
AI. t'4i
R
, _
V105
COLLEGE ACRES DRIVE EXISTING CONDITIONS & DEMOLITION PLAN 5 OF 5
U108
EXISTING SANITARY SEWER PLAN AND PROFILE 2 OF 2
Nap,opirVa %d J
1 `
V106
STREAM RESTORATION EXISTING CONDITIONS & DEMOLITION PLAN 1 OF 3
U501
UTILITY DETAILS
Iwo
, � p '7'
V107
STREAM RESTORATION EXISTING CONDITIONS & DEMOLITION PLAN 2 OF 3
U502
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD DETAILS 1 OF 4
•' '
V108
STREAM RESTORATION EXISTING CONDITIONS & DEMOLITION PLAN 3 OF 3
U503
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD DETAILS 2 OF 4
►
v
C101
COLLEGE ACRES DRIVE PLAN AND PROFILE 1 OF 9
U504
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD DETAILS 3 OF 4
Designed by: Date: Rev.
500 SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
C)
C102
COLLEGE ACRES DRIVE PLAN AND PROFILE 2 OF 9
U505
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD DETAILS 4 OF 4
O
m.."��too
C103
COLLEGE ACRES DRIVE PLAN AND PROFILE 3 OF 9
PM101
COLLEGE ACRES DRIVE PAVEMENT MARKING AND SIGNING PLAN 1 OF 5
Iy ���� ♦
C104
COLLEGE ACRES DRIVE PLAN AND PROFILE 4 OF 9
PM102
COLLEGE ACRES DRIVE PAVEMENT MARKING AND SIGNING PLAN 2 OF 5
:iC105
COLLEGE ACRES DRIVE PLAN AND PROFILE 5 OF 9
PM103
COLLEGE ACRES DRIVE PAVEMENT MARKING AND SIGNING PLAN 3 OF 5
IAo � eI ��r
`
C106
COLLEGE ACRES DRIVE PLAN AND PROFILE 6 OF 9
PM104
COLLEGE ACRES DRIVE PAVEMENT MARKING AND SIGNING PLAN 4 OF 5
`� •r �
C107
COLLEGE ACRES DRIVE PLAN AND PROFILE 7 OF 9
PM105
COLLEGE ACRES DRIVE PAVEMENT MARKING AND SIGNING PLAN 5 OF 5
.`
e / �- • �:•
C108
COLLEGE ACRES DRIVE PLAN AND PROFILE 8 OF 9
PM501
CITY OF WILMINGTON STANDARD DETAILS
�A 1
'�
N
• ��A�
C109
COLLEGE ACRES DRIVE PLAN AND PROFILE 9 OF 9
TC101
COLLEGE ACRES DRIVE TRAFFIC CONTROL PLAN AND NOTES
7,;--- r
s
C110
STREAM RESTORATION PLAN AND PROFILE 1 OF 3
TC102
MALLARD STREET PHASE 1 TRAFFIC CONTROL PLAN AND NOTES
B
VA �►
! ��►
IP
C111
STREAM RESTORATION PLAN AND PROFILE 2 OF 3
TC103
MALLARD STREET PHASE 2 & 3 TRAFFIC CONTROL PLAN AND NOTES
N�; yog.
C112
STREAM RESTORATION PLAN 3 OF 3
TC501
NCDOT TRAFFIC CONTROL STANDARD DRAWINGS 1 OF 4
t... •'t, ._
C113
MALLARD STREET CULVERT DEMOLITION & CONSTRUCTION PLANS
TC502
NCDOT TRAFFIC CONTROL STANDARD DRAWINGS 2 OF 4
w LC)o
0
i-+ 7-"
C301
STREAM RESTORATION CROSS SECTIONS 1 OF 3
TC503
NCDOT TRAFFIC CONTROL STANDARD DRAWINGS 3 OF 4
1
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C302
STREAM RESTORATION CROSS SECTIONS 2 OF 3
TC504
NCDOT TRAFFIC CONTROL STANDARD DRAWINGS 4 OF 4
LL,N�z
C303
STREAM RESTORATION CROSS SECTIONS 3 OF 3
EC001
EROSION CONTROL NOTES AND KEY PLAN
i
dhh
, 4700 FALLS OFRALEIGHNENC
, NC
919-781 -
moffatt & nlchol NC FIRM LICENSE
1—Final Design \8347—G007; Plotted:
VICINITY MAP
C401
RETAINING WALL & SANITARY SEWER PLAN, PROFILE & TYPICAL SECTION
EC002
EROSION CONTROL CONSTRUCTION SEQUENCING NOTES
NTS
C402
COLLEGE ACRES DRIVE CULVERT GRADING AND DRAINAGE PLAN
EC101
COLLEGE ACRES DRIVE EROSION CONTROL PLAN 1 OF 5
C403
MALLARD STREET CULVERT GRADING PLAN
EC102
COLLEGE ACRES DRIVE EROSION CONTROL PLAN 2 OF 5
PROJECT MANAGER:
C501
ROADWAY TYPICAL SECTIONS 1 OF 2
EC103
COLLEGE ACRES DRIVE EROSION CONTROL PLAN 3 OF 5
FREDRIC ROYAL
C502
ROADWAY TYPICAL SECTIONS 2 OF 2
EC104
COLLEGE ACRES DRIVE EROSION CONTROL PLAN 4 OF 5
CITY OF WILMINGTON
C503
COLLEGE ACRES DRIVE DRIVEWAY DETAILS — RIGHT SIDE
EC105
COLLEGE ACRES DRIVE EROSION CONTROL PLAN 5 OF 5
910-341-5818
C504
COLLEGE ACRES DRIVE DRIVEWAY DETAILS — LEFT SIDE
EC106
STREAM RESTORATION EROSION CONTROL PLAN 1 OF 3
CITY OF WILMINGTON CITY COUNCIL:
C505
COLLEGE ACRES DRIVE AND MALLARD STREET CULVERTS DETAILS
EC107
STREAM RESTORATION EROSION CONTROL PLAN 2 OF 3
C506
MISCELLANEOUS DETAILS
EC108
STREAM RESTORATION EROSION CONTROL PLAN 3 OF 3
BILL SAFFO, MAYOR
MARGARET HAYNES. MAYOR PRO—TEM
C507
STREAM RESTORATION DETAILS 1 OF 3
EC301
STREAM RESTORATION STABILIZATION TYPICAL SECTION
r It,,,i
N EI L ANDERSON
C508
STREAM RESTORATION DETAILS 2 OF 3
EC501
EROSION CONTROL DETAILS 1 OF 2
sotto
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�'I17
CLIFFORD D. BARNETT SR.
C509
STREAM RESTORATION DETAILS 3 OF 3
EC502
EROSION CONTROL DETAILS 2 OF 2
`O�.o•ESSj�
'
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PAUL LAWLER
C510
CITY OF WILMINGTON STANDARD DETAILS
EC503
CITY OF WILMINGTON STANDARD DETAILS
:•o, SEAL -7 ••'s •
QI
A
KEVIN O'GRADY
C511
NCDOT STANDARD DETAILS 1 OF 4
LS101
STREAM RESTORATION PLANTING PLAN
A:
15869 i :.&
CHARLES H. RIVENBARK
C512
NCDOT STANDARD DETAILS 2 OF 4
LS301
PLANTING TYPICAL SECTION, PLANTING NOTES & PLANT SCHEDULE
.•
o
C513
NCDOT STANDARD DETAILS 3 OF 4
LS401
COLLEGE ACRES DRIVE CULVERT PLANTING PLAN
-
T
.........I_N•
C514
NCDOT STANDARD DETAILS 4 OF 4
LS402
MALLARD STREET CULVERT PLANTING PLAN
Doc
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LL
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PROJECT LOCATION: 34.2326°,—77.8665°
C601
HORIZONTROL AND VERTICAL CONTROL TABLES
LS501
STREAM RESTORATION PLANTING DETAILS
°
<)
(34° 13' 57.21 ", —77° 51' 59.30")
U101
COLLEGE ACRES DRIVE UTILITY PLAN 1 OF 5
Sheet
Reference No.
TOTAL DISTURBANCE AREA: 17.7 ACRES
FINAL
FOR
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
G001
0o
INDEX: 1 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5 1
r -N
GENERAL NOTES: SURVEYOR'S NOTES: ABBREVIATIONS
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON TECHNICAL STANDARDS AND 1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY FEET UNLESS OTHERWISE SHOWN. ACI AMERICAN CONCRETE
SPECIFICATIONS MANUAL UNLESS OTHERWISE INDICATED. AISC AMERICAN INSTITUTE
2. BEARINGS BASED ON NC GRID NAD 83/2011. CONTOURS AND ELEVATION SHOWN ARE BASED CONSTRUCTION
2. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR ON NAVD88 DATUM. ANSI AMERICAN NATIONAL
INSTITUTE NCDOT NORTH CAROLINA DEPARTMENT
OF STEEL OF TRANSPORTATION
NGVD NATIONAL GEODETIC VERTICAL
DATUM
REQUIREMENTS IN ADDITION TO THE GENERAL NOTES. STANDARDS INSTITUTE
NIC NOT IN CONTRACT
3. REFERENCES: NEW HANOVER COUNTY GIS API AMERICAN PETROLEUM
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. INSTITUTE
NOS NATIONAL OCEAN SURVEY
NO. NUMBER
Mark Description Date Appr. J
D
4. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF APPROX APPROXIMATE
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR ANY ASTM AMERICAN SOCIETY
WORK. NOTIFY OWNER OF ANY DISCREPANCIES. THE CONTRACTOR SHALL NOT BEGIN OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. MATERIALS
NTS NOT TO SCALE
FOR TESTING O.C. ON CENTER
PCF POUNDS PER CUBIC FOOT
CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY AWPA AMERICAN WOOD PRESERVATIVES'
THE OWNER. 5. UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ABOVE GROUND SERVICES WERE VISIBLE. ASSOCIATION
AWS AMERICAN WELDING
5. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS 6. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A CFPUA CAPE FEAR PUBLIC
TO THE OWNER FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK. PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF AUTHORITY
UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR CIP CAST IN PLACE
6. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. DEVELOPMENT OF THIS TRACT. CFRP COMPOSITE FIBER REINFORCED
METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL IS THE CONTRACTORS POLYMER
RESPONSIBILITY. 7. THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON SUBJECT PROPERTY HAS NOT BEEN C.L. CENTERLINE
DETERMINED BY THIS SURVEY. CLR CLEAR
7. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL CONC CONCRETE
PSI POUND PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
SOCIETY R/F REINFORCED
UTILITY R/W RIGHT OF WAY
REQ'D REQUIRED
S4S SURFACE FOUR SIDES
SF SQUARE FOOT
SS STAINLESS STEEL
STA. STATION
STD STANDARD
SY SQUARE YARD
ENVIRONMENTAL PROTECTION STANDARDS, PERMITS, LAWS, AND REGULATIONS. 8. SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND OR ENCUMBRANCES THAT MAY EFFECT THIS DEG. DEGREES
TON
PROPERTY. DEMO DEMOLITION
THK THICK
8. EXISTING CONSTRUCTION INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK DENR DEPARTMENT OF ENVIRONMENT
TOC TOP OF CONCRETE
WHICH IS TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED. AND NATURAL RESOURCES
ADDITIONAL CONSTRUCTION NOTES: DI DROP INLET
TOS TOP OF STEEL
TYP TYPICAL
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
GENERAL NOTES,
ABBREVIATIONS AND
LEGENDS
J
C
9. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER WITH REGARDS TO ACCESS TO DWG DRAWING
THE PROJECT SITE. THIS INCLUDES ADDITIONAL CLEARING OF AREAS NOT SHOWN ON PLANS. 1. CONTRACTOR SHALL PLAN TO WORK IN MULTIPLE LOCATIONS SIMULTANEOUSLY: DWT DEAD WEIGHT TON
1.1. MALLARD STREET BOX CULVERT INSTALLATION EA EACH
10. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, 1.2. COLLEGE ACRES DRIVE BOX CULVERT INSTALLATION ECB EROSION CONTROL
FLOATS, STAGING AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM 1.3. COLLEGE ACRES DRIVE DRAINAGE IMPROVEMENTS EL ELEVATION
ENTERING WATERWAYS OR DITCHES AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE 1.4. CLEARING, GRUBBING, AND GRADING STREAM CORRIDOR EMB. EMBEDMENT
VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY 1.5. STREAM RESTORATION AND LANDSCAPE PLANTING EST ESTIMATED
MATERIALS DEPOSITED OUTSIDE THE WORK AREA. EXIST. EXISTING
2. CONTRACTOR SHALL PROVIDE A LANDSCAPE PLANTING PLAN FOR CITY REVIEW AND APPROVAL. FOUND FOUNDATION
F11. AREAS DISTURBED SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR. G GALFEE
GALVANIZED
GR GRADE
12. FOR CONSTRUCTION PLANS, SEE SHEETS C101 THRU C113. K KIP
KIP 1000 POUNDS
13. DENR SPECIFICATIONS TO BE USED FOR EROSION CONTROL MEASURES. Ksi 1000 POUNDS PER
INCH
14. ALL STREET SIGN RELOCATIONS SHALL BE COORDINATED WITH THE CITY OF WILMINGTON. LOA LENGTH OVERALL
CONTRACTOR SHALL PERFORM A STREET SIGN INVENTORY BEFORE CONSTRUCTION AND PROVIDE LR LONG RADIUS
TO CITY. SIGNS SHALL BE REPLACED AS CONSTRUCTION PROGRESSES. MAX MAXIMUM
MH MANHOLE
UON UNLESS OTHERWISE NOTED
UTM UNIVERSAL TRANSVERSE
MERCATOR
BLANKET USC & GS US COASTAL AND GEODETIC
SURVEY
W/ WITH
W.P WORKING POINT
WT WEIGHT
# SECONDS OR INCH
MINUTES OR FALV
NUMBER OR POUNDS
ec AND
CP AT
`L CENTERLINE
SQUARE IL DIAMETER
DEGREES
PLATE
% PERCENT
15. ALL NEW PERMANENT SIGN INSTALLATION SHALL FOLLOW CITY STANDARDS FOR SQUARE POST.
MIN MINIMUM
MISC MISCELLANEOUS
Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
16. LOCATION OF RESIDENTIAL WATER AND SANITARY SEWER LINES ARE UNKNOWN. THE CONTRACTOR NAVD NORTH AMERICAN VERTICAL
DATUM
SHALL MAINTAIN SERVICE DURING CONSTRUCTION.
DEMOLITION NOTES:
1. FOR DEMOLITION PLANS, SEE SHEETS V101 THRU V108. SHEET
NUMBERING
2. CONTRACTOR SHALL MAKE EVERY EFFORT POSSIBLE TO PROTECT AND RETAIN EXISTING LANDSCAPE
SHEET DISCIPLINE DESIGNATORS
VEGETATION WITHIN THE DISTURBANCE LIMITS.
G - GENERAL DRAWINGS
UTILITY GENERAL NOTES:
V - EXISTING CONDITIONS & DEMOLITION DRAWINGS
C - CIVIL DRAWINGS
U - UTILITY DRAWINGS
B
1. THE LOCATIONS OF UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
Sheet Reference
PM - PAVEMENT MARKING & SIGNING DRAWINGS
VERIFICATION OF THE LOCATIONS.
2. SERVICES SHALL BE MAINTAINED FOR ALL UTILITIES, ANY DISCONNECTIONS AND RECONNECTIONS
SHALL BE COORDINATED WITH THE UTILITY COMPANY A MINIMUM OF 48 HOURS IN ADVANCE OF
THE WORK.
Number:
G101
I--
TC - TRAFFIC CONTROL DRAWINGS
EC - EROSION CONTROL DRAWINGS
LS - LANDSCAPING DRAWINGS
SHEET TYPES
3. THE CONTRACTOR TO IDENTIFY UTILITY CONFLICT AND NOTIFY UTILITY OWNER, CITY, AND SHEET DISCIPLINE
T'
0 - GENERAL
1 - PLANS
ENGINEER PRIOR TO STARTING WORK. DESIGNATOR
SHEET TYPE-
SURVEYING / LAYOUT: SHEET
2 - ELEVATIONS, TYPICAL SECTIONS AND PROFILES
3 - SECTIONS
4 - ENLARGED PLANS
5 -DETAILS
i
hAh4 4700 FALLS
RALEIOF(
919
moffatt & nichol NC FIRM LI
1—Final Design \8347—G002; Plc
SEQUENCE -
6 -SCHEDULES AND DIAGRAMS
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKEOUT.
2. SOME FEATURES SHOWN IN THE DRAWINGS MAY REQUIRE ADJUSTMENT IN THE FIELD DUE TO
SLIGHT ELEVATION DIFFERENCES ACROSS THE PROJECT AREA NOT COLLECTED DURING THE DESIGN SURVEY LEGEND
SURVEY. THE CONTRACTOR SHALL ALERT THE ENGINEER OF ANY DISCREPANCIES WITHIN 24
HOURS OF DISCOVERY SO THAT APPROPRIATE DESIGN ADJUSTMENTS CAN BE MADE BEFORE RBsA = REBAR SET o = TELEPHONE PEDESTAL - - = LINES PER NEW HANOVER GIS
CONSTRUCTION COMMENCES BY THE CONTRACTOR FOR THAT AREA. R/w = RIGHT OF WAY = FIRE HYDRANT - -w- - = UNDERGROUND WATER LINE
wV
•
•
A
DB = DEED BOOK = WATER VALVE - -oHE- - = OVERHEAD ELECTRIC LINE
3. THE OWNER WILL PROVIDE THE AWARDED CONTRACTOR WITH AUTOCAD FILES TO ASSIST IN THE PG = PAGE © = WATER METER - -E - = UNDERGROUND ELECTRIC LINE
CONSTRUCTION OF PROJECT ELEMENTS.�.s
N/F = NOW/FORMERLY LP = LIGHT POLE = WOODSLINE
CMP = CORRUGATED METAL PIPE PPc = POWER POLE -T- = UNDERGROUND TELEPHONE LINE
RCP = REINFORCED CONCRETE PIPE LPPU = LIGHT POWER POLE - -x- - = CHAIN LINK FENCE
DIP DUCTILE IRON PIPE T G W GUY WIRE WOOD FENCE
A,
r �� �,
•`0% CAR ����''
-�N ...,,,. �< ',.
SS/ . 'I�
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:�� SEAL ��•:• '
: 15869 :.&
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= = - -o- - =
INV. = INVERT O = SANITARY SEWER MANHOLE - -SD- - = UNDERGROUND STORM LINE
t,;
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EL. = ELEVATION oCo = CLEANOUT - -ss- - = UNDERGROUND SANITARY LINE
LSA
LSA LANDSCAPE AREA SIGN
.......... .�
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= -� =
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0MB
MB = MAILBOX
"
= YARD INLET
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Sheet
v
N9, = GROUND SHOT ELEVATION = CURB INLET
Reference No.
FINAL
SUBMITTAL
= CONCRETE
= ASPHALT PAVEMENT
co
`
ISSUED: 2020-09-30
G002
•
= GRAVEL
FOR BIDDING PURPOSES ONLY
IQ)
INDEX: 2 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
NC71Y
FAULK MILTON M ANGELA P
314709.16.0775.000
DB 2119 PG 701
4753 COLLEGE ACRES DR
I PRIVETTE DAV DFS SANDRA R I
1 314709.16.1768.000
DB 1485 PG 316
I 4757 COLLEGE ACRES DR
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MICHAEL DEBORAH R I\\ I HYMANROBERTB
314709.16.3736.000 .--1 314709.21 PG 562
DB 1918 PG 794' / ' DB 5521 PG 562
4801 COLLEGE -ACRES DR/ 0 I �805 COLLEGE ACRES DR
N
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OF
NGTON
Q
LPP #HA417
REMOVE & SALVAGE 0 FULL DEPTH ASPHALT
1..
6" CREPEI
MYRTLE TREE
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STREET NAME SIGNS / + PAVEMENT REMOVAL,
SAWCUT &REMOVE EXISTING c\1 SEE TYPICAL REPLACEMENT
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CONC SIDEWALK ANC' CURB ' SECTION
ON SHEET C501
D
MYRTLETPEREEI
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GUTTER, TYP'J
INSPECT STORM DRAIN
NOTES:
D
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BEGIN CONSTRUCTION
I
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\
STA 11+00.00
N 176,622.785
E 2, 341, 261.316
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&REPLACE YARD INLET, TYP I / \ CONDITION, SEE NOTE 7
EXISTING STOP & RIGHT I ���� \��
SIGNS W/ FLASHING LIGHT / / �40 J8 �,
SAWCUT & REMOVE 1 L _ -
1. FOR CONSTRUCTION BASELINE HORIZONTAL
W CONTROLS SEE SHEET C601.
W
I 2. FOR TEMPORARY BENCHMARK INFORMATION SEE
��
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TYP
EXISTING CONC DRIVE, TYP
_ _ _ _ - - _3s ;
I• - - - - -
SHEET C601.
✓
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Descriptio
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= 3. FOR LEGEND OF EXISTING TOPOGRAPHY SEE SHEET
_
+ •+ ` .
`+
YARD INLET
+
T - , _
,
+
- -
TN.-
GRATE EL. 36.81
w - - - - - - -
INV. EL 34.12 /
RIM - 37. ' 2
I
+
+
W,N W N
_
T W '2" PVC
4. FOR TYPICAL SECTIONS SEE SHEETS C501 & C502.
YARD INLETIMO
OF ` ' �TURE1
+
+ + + + + + + +
+
* + + + + + ' + * + + + + ' + T + * + + + + + r
+ + + + + T
O
\ GRATE EL. 36.49
INV. EL 33.97
INV. EL 9
INV. EL. 3 (W
+ t
t +
+ + + + + +
+ + + + + + + +
+ + +
+ + + +
++ +
+ +
+ + + + + + + + + + + + + + + + +
+ + 4 + + + + + + + + + + + + +
+ N+ ° 3 4-1.9� -E
0
5. FOR DRIVEWAY DETAILS SEE SHEETS C503 & C504.
o
+
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+
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2020-09-30
PURPOSES
ONLY
Reference No.
V101
op
INDEX: 3 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
/ I / I -- I /.--5$ -
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N F I // I I N /F �'
/ N/F N/F
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31470922 .3012.000 Q O 314709.27.4301.000 0
DB 3272 RG 666 - 31 ' 0 \ 314709.27.3142.000 _ _ O 314709.27.3261.00q� DB 5515 PG 184 0 37
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INDEX: 10 OF 89
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1
2
3
4
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INDEX: 11 OF 89
1
2
3
4
5
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1
2
3
4
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INDEX: 12 OF 89
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
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4
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17+50 18+00 18+50 19+00 19+50 20+00
20+50
FOR
ISSUED:
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2020-09-30
PURPOSES
ONLY
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INDEX: 13 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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21+00 21+50 22+00 22+50 23+00 23+50 24+00
FOR
ISSUED:
BIDDING
2020-09-30
PURPOSES
ONLY
C104
INDEX: 14 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
r NI
DOLL
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COLLEGE ACRES DRIVE
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/2020 5: 10 PM by DKOONS
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Cl 05
co
INDEX: 15 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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L
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B
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B
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3
0
C
10 FALLS OF NEUSE RD, SUITE 300
RALEIGH, NC 27609
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NC FIRM LICENSE NO. F-0105
SS SANITARY SEWER MAIN
40
-
40
W WATER MAIN
PROPOSED
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<'
15
1
I
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I-
15
FINAL
SUBMITTAL
Reference No.
h
27+50
28+00
I I
28+50 29+00 29+50 30+00
30+50 31+00
31+50
FOR
ISSUED:
BIDDING
2020-09-30
PURPOSES
ONLY
C106
INDEX: 16 OF 89
'`
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
,I N/F I
I
x I I N/F I N/F \ I \ \ N/F
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DAVIS ROS LEE GRAYE BRYANT I
L31470 .27.5870.000
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314706.28.6054.000 Q 314706.28.7103.000
xQ 314706.27.6925.000 O I DB 5715 PG 2326 0 I \ DB 4294 PG 2479
0 I I DB 3348 PG 367 Q
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DRAINAGE IMPROVEMENTS AND STREAM RE
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APPROXIMATE EXISTING GRADE
142 LF 30" RCP (4 0.5%
127 LF 30" RCP IP 0.5%
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SCALE: 1 "=4' VERTICAL
10
Sheet
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15
I
I
I
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1
I
I
I
15
FINAL
SUBMITTAL
Reference No.
31+50
I
32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00
FOR
ISSUED:
BIDDING
2020-09-30
PURPOSES
ONLY
C107
co
INDEX: 17 OF 89
'
1
2
3
4
1 5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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314706.28.7233.090 O I I 314706.28.7362.000 O I 314706.28.7492.000 0 I 314706.28.8533.000
I DB 5660 PG 201 p O DB 5118 PG 2330 0 DB 4748 PG 297 O DB 1043 PG 734
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1. FOR CONSTRUCTION BASELINE HORIZONTAL�1--
SEE TYPICAL SOS @ 3.0%
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COLLEGE ACRES DRIVE AND CLEA
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PVI STA: 39+00.00
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37.80
PVI EL: 34.65
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15
15
SUBMITTAL
Reference No.in
36+00
I I I I I I
36+50 37+00 37+50 38+00 38+50
I I
39+00 39+50
H
40+00
FOR
FINAL
ISSUED:
BIDDING
2020-09-30
PURPOSES
ONLY
C108
INDEX: 18 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
r 1I
, ,; _
\\\ \\ \`//�/1 "PIE I i' .\ �•
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N/€ N/F / I
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BARRE T E PASCHALL
PRIDGEN CHARLES F MELVA H NEWELL JAMES S-- - - _ N CARRAWAY JEAN B I I / d �f
314706.28.8533.000 I 0 314706.28.865 6000 1 314706.28.8772.000 O - -37 _ _ I 0 S14706.28.9812.a0-0 / ; I
DB 1043 PG 734 \ 0 DB 962 PG 548' - DB 3562 PG 374 0 0 DB 761 PG 491 \o9 iI 1; I ~ I .1
5025 COLLEGE ACRES DR I \� + 5029 COLLEGE ACRES DR I 5033 COLLEGE ACRES DR + I + 5037 COLLAGE ACRES DR' /III
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I NEW NCDOT 2G11 _\ \ �
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CONTROLS SEE SHEET C601.
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2 FOR TEMPORARY BENCHMARK INFORMATION SEE
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HEADW•4
SHEET C601.
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FINAL
SUBMITTAL
Reference No.
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40+50
41+00
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FOR
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C109
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INDEX: 19 OF 89
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1
2
1 3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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Drawing code:
Drawing Scale:
Plot scale: 1:1 (D SHEET)J
2 PM by BRYAN, ALL/SON, Saved: 5/
N
10+00
50
11 +00 12+00
+-
13+00
I
14+00 15+00
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16+00 17+00
I 1 I
18+00
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19+00
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20+00
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21+00
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22+00 23+00
H
24+00
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Date:
2020-09-04
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CONC JUNCTION
SEE SHEET
BOX,
C505
12' WIDE x 6' HIG
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Signed by:
SMITH
Ckd by:
REID
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REID
)mitted by:
)FFATT & NICHOL
40
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11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
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19+00 20+00 21+00
NOTES:
I I I I I I I I
22+00 23+00 24+00
50' 0' 50'
-10
100'
„1,%`'%'
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A
A:
1. FOR PROPOSED STREAM CENTERLINE CONTROLS SEE SHEET
C601. I - -
15869
SCALE: 1"=50' HORIZONTAL
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2. FOR STREAM CROSS SECTIONS SEE SHEETS C301 THRU C303.,!••.
10 0 10 20'
•
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lici ii-(1 it iv
3. CONTRACTOR SHALL TRANSITION GRADING FROM POOL SLOPES
TO SCALE: 1 "=10' VERTICAL
o
CHANNEL.
Sheet 1
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.
C 110
co
INDEX: 20 OF 89
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1
2
3
4
5
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M&N Project No.
8341
Drawing code:
Drawing Scale:
Plot scale: 1:1 (D SHEET),)
Plotted: 9/25/2020 5: 33 PM by BRYAN, ALLISON,. Saved: 5/
o
c,
24+00
25+00
I I I
26+00 27+00
I I I I I I
28+00
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29+00
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30+00
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31+00
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38+00
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50
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Designed by:
SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
40
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40
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B
S OF NEUSE RD, SUITE 300
ALEIGH, NC 27609
919-781-4626
M LICENSE NO. F-0105
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EL 16.93 EL 16.56 EL 16.19 EL 15.83
EL 15.47 EL 15.11
EL 14.76
EL 14.42
APPROXIMATE
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EL 13.18
EL 12.72 EL 12.32 EL 11.93
EL 11.54
EL 11.13
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EL 15.53
EL 14.81
EL 15.17
EL 14.46
EL 12.84
EL 12.42
PROPOSED LOG
STEP, TYP, SEE
CL
Cl
1
12.02 EL 11.63
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EL 11.24
TYP
EL 10.83 EL 10.45
ROPOSED STREAM GRADE
EL 10.09 EL
9.72
EL
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9.0±
9.34
-
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Al
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24+00
25+00
26+00 27+00
28+00
29+00 30+00
31+00
32+00 33+00 34+00 35+00 36+00 37+00
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Sheet 1
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FOR
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ISSUED:
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SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.
C 111
co
6c
INDEX: 21 OF 89
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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CONSTRUCTION PLAN
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SUBMITTAL
Reference No.
op
SCALE: 1"=20'
ISSUED: 2020-09-30
FOR BIDDING PURPOSES ONLY
C113
INDEX: 23 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
11
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WILMINGTON
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20
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0
0 0
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13+00
0
20
40
60
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20
40
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CITY OF
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—100 —80 —60 —40 —20
15+00
0 20 40 60 80 100 —100 —80 —60 —40 —20 0 20 40 60 80 100
20+00 LEGEND
hdh
moffatt & n
—Final Design
APPROXIMATE EXISTING GRADE
1
40
40 40
FLOOD
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FINAL
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—100 —80 —60 —40 —20
0 20 40 60 80 100 —100 —80 —60 —40 —20 0 20 40 60 80 10000
FOR
ISSUED:
BIDDING
2020-09-30
PURPOSES
ONLY
C301
iC
INDEX: 24 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
21+00 26+00
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4 4700 FALLS OF NEUSE RD, SUITE 300
RALEIGH, NC 27609
919-781-4626
!oho! NC FIRM LICENSE NO. F-0105
KRIS BASS
ENGINEERING
40
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BENCH
FLOOD
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FLOOD
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CHANNEL
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0 0
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25+00
20
40
60
80
100
—100 —80 —60 —40 —20 0 20 40 60 80 100
30+00 LEGEND
hdh
moffatt & n
—Final Design
APPROXIMATE EXISTING GRADE
r ��los is
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c'
FINAL
SUBMITTAL
Reference No.
—100 —80 —60 —40 —20 0 20 40 60 80 100 —100 —80 —60 —40 —20 0 20 40 60 80 100
FOR
ISSUED:
BIDDING
2020-09-30
PURPOSES
ONLY
(;302
INDEX: 25 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
31+00 36+00
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WILMINGTON
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ESTORATION
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20
20 20--------
----
/_____20
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20
40
60
80
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CITY OF
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STREAM R
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40
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2020-09-
M&N Projei
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0
0
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—80
—60
—40
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0
20
40
60
80
100
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4 4700 FALLS OF NEUSE RD, SUITE 300
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919-781-4626
!oho! NC FIRM LICENSE NO. F-0105
KRIS BASS
ENGINEERING
40
40
---
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BENCH
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20
—,
��
20
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0
0
—100 —80 —60
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35+00
60
80 100
LEGEND
hdh
moffatt & n
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..�I
APPROXIMATE EXISTING GRADE
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FINAL
SUBMITTAL
Reference No.
—100 —80 —60 —40 —20 0 20 40 60 80 100
FOR
ISSUED:
BIDDING
2020-09-30
PURPOSES
ONLY
C303
co
co
INDEX: 26 OF 89
43
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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moffatt & nichol NC FIRM LICENSE NO. F-0105
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BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.
C403
op
INDEX: 29 OF 89
a
Li-::
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
RIGHT OF WAY LINE
RIGHT OF WAY LINE
±30'
E CONSTRUCTION ±30'
l7IY
OF
GTON
VARIES
3'-0"
5'-0"
4'-0"
VARIES 10'-0" MIN
VARIES 10'-0" MIN
NORTH CAROLINA
MIN
MIN
FULL
DEPTH PAVEMENT REMOVAL &
FULL DEPTH PAVEMENT REMOVAL &
`
PAVEMENT
CONSTRUCTION,
PAVEMENT CONSTRUCTION,
SEE PLANS
SEE PLANS
D
2 1/2" S9.5—B ASPHALT
PAVEMENT IN 2 LIFTS
PROFILE GRADE POINT
EXISTING GRADE
GRADE
VARIES
OF 1 1/2" AND 1" FINISH,
SEE NOTE 4
8" COMPACTED ABC
TO DRAIN (GTD
1 /27 FT MIN
2%
VARIES
FT EXISTING GRADE
\ \
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2% MAX
5:1 SLOPE MAX
MIN
MIN
4:11/2'7 MIN
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d
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SOD,
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SOD, TYP
PROPOSED NCDOT
STD
PROPOSED 5' CONCRETE
e
840.14 OR 840.15
2GI,
a
SIDEWALK, SEE NOTE
3 COMPACTED
SUBGRADE
L
J
SEE PLANS
FOR LOCATIONSVARIES,
1" / FT SLOPE
MIN
5:1 SLOPE
TOP OF CONCRETE
ELEVATION,
MAX
(TC)
SEE PLANS COLLEGE
ACRES DRIVE TYPICAL SECTION
- INLET BEHIND SIDEWALK - AT INLET LOCATION
r 1
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
ROADWAY TYPICAL SECTIONS
1 OF 2
L
RIGHT OF WAY LINE
VARIES VARIES
5'-0"
SCALE:
4'-0"
3/8"=1'-0"
NOTES:
C
EXISTING GRADE
GRADE
MIN
VARIES
1. THE AREA BEHIND THE PROPOSED SIDEWALK SHALL BE GRADED TO
DRAIN (GTD) TOWARDS THE PROPOSED DROP INLETS. AREA WILL
REQUIRE CUTTING OF EXISTING GRADE AND FILLING OF EXISTING SWALE.
ALL DISTURBED AREAS SHALL BE SODDED. GRADING SHALL AVOID
/\ \
\/\/\/\/\/\/\/
4:1
SEE
TO DRAIN1
(GTD)
/ ,,
MAX SLOPE,
2% MAX
/27 FT MIN
5:1 SLOPE MAX
SOD, TYP
DISTURBANCE OF EXISTING LANDSCAPING WHERE POSSIBLE. GRADING
SLOPES SHALL NOT EXCEED 4:1.
2. FOR PROPOSED DRIVEWAY CONSTRUCTION DETAILS SEE SHEET C503
AND C504.
NOTE 1
PROPOSED 5' CONCRETE
SIDEWALK, SEE NOTE
VARIES, 1" / FT SLOPE MIN
5:1 SLOPE MAX
3
3. PROPOSED SIDEWALK ELEVATION VARIES AS SHOWN ON PLANS OR
ACCORDING TO PROPOSED DRIVEWAY CONSTRUCTION DETAIL.
4. 1" FINISH S9.5—B ASPHALT PAVEMENT SHALL BE PLACED
CONTINUOUSLY FOR THE ENTIRE PROJECT LENGTH.
COLLEGE
ACRES DRIVE PARTIAL TYPICAL
SECTION - BETWEEN INLET AND
DRIVEWAY
Date: Rev.
2020-09-04 0
M&N Project No.
8341
Drawing code:
Drawing Scale:
Plot scale: 1:1 (D SHEET)
, \
SCALE:
3/8"=1'-0"
RIGHT OF WAY LINE
RIGHT OF WAY LINE
±30'
CONSTRUCTION
±30'
a
VARIES
5'-0"
3'-0"
3'-0"
VARIES 10'-0" MIN
VARIES 10'-0" MIN
Z
J
MIN
MIN
FULL DEPTH PAVEMENT REMOVAL &
FULL DEPTH PAVEMENT REMOVAL &
Q
VARIES
PAVEMENT CONSTRUCTION,
SEE PLANS
2 1/2" S9.5—B ASPHALT
PAVEMENT CONSTRUCTION,
SEE PLANS
Designed by:
SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
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B
EXISTING GRADE
/2"/ FT MIN
5:1 SLOPE MAX
PAVEMENT IN 2 LIFTS
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SEE NOTE 4
PROFILE GRADE POINT
B
GRADE TO DRAIN (GTD)
2% MAX
8" COMPACTED ABC
2%
2%
VARIES
1/2'/ FT EXISTING GRADE
_S OF NEUSE RD, SUITE 300
RALEIGH, NC 27609
919-781-4626
RM LICENSE NO. F-0105
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moffatt & nichol N(
'—Final Design \8341—C
SEE PLANS FOR LOCATIONS
ELEVATION, SEE PLANS
COLLEGE ACRES DRIVE TYPICAL SECTION - INLET IN FRONT OF SIDEWALK - AT INLET LOCATION
RIGHT OF WAY LINE
VARIES
5'-0"
3'-0"
SCALE:
3'-0"
3/8"=1'-0"
MIN
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PROPOSED 5' CONCRETE
Sheet
v
SIDEWALK, SEE NOTE 3
FINAL
SUBMITTAL
Reference No.
COLLEGE ACRES DRIVE PARTIAL TYPICAL SECTION - BETWEEN INLET AND DRIVEWAY
ISSUED:
2020-09-30
C501
co
SCALE: 3/8"-1'-O"
FOR BIDDING PURPOSES ONLY
INDEX: 30 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
-
5
r -
Mark Description Date Appr. J
D
RIGHT OF WAY LINE -\
±30'
q EXISTING PAVEMENT ±30'
RIGHT OF WAY LINE
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
ROADWAY TYPICAL SECTIONS
2OF2
J
11'-0"
±9'-0" PAVEMENT MILLING
C
2'-0" PAVED SHOULDER
FULL
AND
DEPTH PAVEMENT REMOVAL
PAVEMENT CONSTRUCTION
9'-0" TRAVEL LANE
AND PAVEMENT OVERLAY
6'-0" SHOULDER
2:1 MAX
4% MIN
2 1/2" S9.5-B ASPHALT
PAVEMENT IN 2 LIFTS
OF 1 1/2" AND 1" FINISH,
SEE NOTE 4 ON SHEET C501
8" COMPACTED ABC
2% MIN
EXISTING GRADE, TYP
Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)
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COMPACTED SUBGRADE EXISTING ASPHALT PAVEMENT
SOD SHOULDER TO BE MILLED 1" AT LOCATIONS
AS SHOWN ON PLANS AND PAVED
WITH 1" S9.5-B ASPHALT PAVEMENT
FINISH SURFACE TO MATCH EXISTING
HALF SECTION - PAVEMENT REMOVAL & REPLACEMENT HALF SECTION - PAVEMENT MILLING & OVERLAY
MALLARD STREET TYPICAL SECTION
B
2 1/2" S9.5-B ASPHALT 8" COMPACTED
PAVEMENT IN 2 LIFTS 100%
SCALE: 3/8"=1'-0"
ABC TO 8" COMPACTED ABC TO
MODIFIED PROCTOR NOTES: VARIABLE DEPTH S9.5-B ASPHALT 100% MODIFIED PROCTOR
OF 1 1/2" AND
SEE NOTE 4
BOTTOM OF COMPACTED ABC
1" FINISH,
ON SHEET C501 COMPACTED
98%
1. CONTRACTOR SHALL ENSURE BOTTOM OF PAVEMENT OVERLAY, 1 1/2"
BACKFILL TO TRENCH IS SUITABLE FOR INSTALLATION AND WITH 1" FINISH, SEE NOTE
MODIFIED PROCTOR DOES NOT REQUIRE CONDITIONING STONE.
BOTTOM OF COMPACTED
MAX LIFTS COMPACTED
4 ON SHEET C501 98%
ABC
SUBBASE TO
MODIFIED PROCTOR
CLEAN SQUARE SAWCUT
/ / /
2. FILL SHALL BE SUITABLE MATERIAL THAT IS
/ / / /
W/ TACK, TYP
.7...74
FREE OF HEAVY CLAY,GUMBOS DEBRIS,•
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3. SELECT BACKFILL MAY BE SUBSTITUTED OF
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REQUIRED BY CITY YO ACHIEVE COMPACTION,
/ / / __ _ _ _ _ _ _ _
III —III —III —III —III —III —III —I 4
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4. SOIL SHALL BE INSTALLED IN 6"LIFTS AND w
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//\\/ SHEETING OR TRENCH BOX AS COMPACTED B Y A MECHANIZED TAMPER (I.E. Q
\/\i JUMPING JACK H 0 WE VE R VIBRATORY
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11=III=III=III=III=III—III
III=1I1=1I1=1I1=1I1=1II
SLOPE WALLS TO ANGLE OF
/ / . REPOSE OR SHORING AS
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//\\/ /
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7. CUTBACKS OF ASPHALT SHALL BE PREPARED
PIPE 0 +24"
1
Sheet
7
TRENCH BOTTOM
PIPE BEDDING ON EDGE OF EXCAVATION OVER TOP OF
TRENCH BOTTOM
PIPE BEDDING
UNDISTURBED SOIL.
DRAINAGE PIPE TRENCH DETAIL UTILTY CUTS - PAVEMENT REPAIR
FINAL
ISSUED:
SUBMITTAL
2020-09-30
Reference No.
C502
op
NOT TO SCALE NOT TO SCALE
FOR BIDDING PURPOSES ONLY
INDEX: 31 OF 89
43
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
e - -
VARIES
5'-0"
VARIES, 4'-0"
PROPOSED NEW PAVEMENT
VARIES
5'-0"
VARIES, 6'-0" MIN
PROPOSED NEW PAVEMENT
(:fIY OF
RIGHT OF WAY LINE
VARIES, SEE NOTE 3
SIDEWALK LIMITS
MIN
SEE TYPICAL SECTIONS RIGHT OF WAY LINE
_
VARIES, SEE NOTE 3
SIDEWALK LIMITS
SEE TYPICAL SECTIONS
\IGTo N
NORTH CAROLINA
MATCH
DRIVE
EXISTING
ELEVATION
EXPANSION
JOINT
MATCH EXISTING
DRIVE ELEVATION
EXPANSION
JOINT
c
1
a
Q
D
EXISTING PRIVATE
EXISTING PRIVATE
a
DRIVEWAY
DRIVEWAY DRIVEWAY
VARIES,
VARIES
VARIES
VARIES,
2% vv�-�-
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NOTE 1
SEE NOTE 2
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PROPOSED
AT LOCATIONS
ON PLANS,
DRIVEWAY
SHOWN
SEE NOTE 3
PROPOSED CONCRETE
DRIVE APRON, 6" THICK PROPOSED
PROPOSED 5' CONCRETE AT LOCATIONS
DRIVE SIDEWALK, 6" THICK ON PLANS,
PROPOSED
DRIVEWAY DRIVE
SHOWN
PROPOSED CONCRETE
SEE NOTE 3 DRIVE SIDEWALK, 6THICK
CONCRETE
APRON, 6" THICK
Descripti,
SECTION A —A — DROP INLET BEHIND
SIDEWALK WITH
DRIVE CONSTRUCTION SECTION A —A — DROP INLET IN
FRONT OF SIDEWALK WITH DRIVE CONSTRUCTION
SCALE: 3/8"=1'-0"
SCALE: 3/8"=1'-0"
VARIES
5'-0"
VARIES, 4'-0"
PROPOSED NEW PAVEMENT
VARIES _
5'-0"
VARIES, 6'-0" MIN
PROPOSED NEW PAVEMENT
CITY OF WILMINGTON
LLEGE ACRES DRIVE AND CLEAR RUN BRANCH
AGE IMPROVEMENTS AND STREAM RESTORATION
COLLEGE ACRES DRIVE
)RIVEWAY DETAILS - RIGHT SIDE
J
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RIGHT OF WAY LINE
EXISTING PRIVATE
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MATCH EXISTING
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EXISTING PRIVATE
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PROPOSED 5' CONCRETE PROPOSED 5' CONCRETE
DRIVE SIDEWALK, 6" THICK DRIVE SIDEWALK, 6" THICK
esigned by: Date: Rev.
SMITH 2020-09-04 0
wn by: Ckd by: M&N Project No.
KOONS REID 8341
eviewed by: Drawing code:
REID
ubmitted by: Drawing Scale:
AOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
SECTION A —A — DROP INLET BEHIND SIDEWALK WITHOUT DRIVE CONSTRUCTION SECTION A —A — DROP INLET IN FRONT OF SIDEWALK WITHOUT DRIVE CONSTRUCTION
SCALE: 3/8"=l'-0"
SCALE: 3/8"=1'-0"
A
5'-0" FLARE
EXISTING
DRIVEWAY
TYP
WIDTH VARIES -
MATCH EXISTING
EXISTING DRIVEWAY,
DRIVEWAY CONSTRUCTION NOTES:
PAVEMENT TYPE VARIES 1. PROPOSED DRIVE SIDEWALK SLOPE VARIES FROM 1% MINIMUM TO 2% MAXIMUM. EXISTING DRIVE SHALL
B
BE SAWCUT AT THE BACK OF THE PROPOSED SIDEWALK. IF THERE IS AN EXISTING DRIVE EXPANSION
5'-0" WIDTH VARIES
JOINT CLOSER THAN 3'-0" OF PROPOSED SIDEWALK THE EXISTING DRIVE SHALL BE REMOVED AND
60
o
a
c2
N
7—Final Design \8341—0503; Plotted: 9/25/2020 5:
ro
I-
o
REPLACED A MINIMUM OF 4'-0" FROM THE BACK OF THE PROPOSED SIDEWALK.
PROPOSED DRIVEWAY AT
LOCATION SHOWN ON PLANS, 2. PROPOSED DRIVE APRON SLOPE SHALL VARY AS REQUIRED TO MATCH PROPOSED EDGE OF PAVEMENT.
PAVEMENT TYPE VARIES, SLOPE SHALL NOT EXCEED 10%.
MATCH EXISTING
hdh 4700 FALLS OFRALEIGHNEUSENC RD,27609 SUITE 300
,
919-781-4626
moffatt & nlchol NC FIRM LICENSE NO. F-0105
zCRACK
Lu w
EXPANSION JOINT, TYP
EXPANSION JOINT
CONTROL 3. PROPOSED DRIVEWAYS SHALL MATCH EXISTING DRIVEWAY ELEVATIONS AT CONNECTION TO EXISTING
JOINT, TYP DRIVEWAY. LENGTH OF DRIVEWAY CONSTRUCTION SHALL BE A MINIMUM OF THE LENGTH SHOWN ON THE
PROPOSED 5' CONCRETE PLANS OR TO THE NEAREST EXPANSION JOINT BEYOND THAT POINT. DRIVEWAY CONSTRUCTION SHALL
DRIVE SIDEWALK, 6" THICK NOT EXTEND BEYOND THE RIGHT OF WAY LINE. DRIVEWAY SLOPE SHALL VARY AS REQUIRED TO MATCH
SIDEWALK ELEVATION AND SHALL NOT EXCEED 10%. SLOPE OF DRIVEWAY SHALL BE TOWARD THE
PROPOSED SIDEWALK. DRIVEWAY MATERIAL SHALL MATCH EXISTING DRIVEWAY. EXPANSION JOINT SHALL
BE PROVIDED AS SHOWN. TRANSVERSE CRACK CONTROL JOINTS SHALL BE PROVIDED IN PROPOSED
I
i
/
/
//
/
/
/
\
\
I
CONCRETE DRIVEWAYS THAT EXCEED 6'-0" IN LENGTH.
I
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A
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PROPOSED EDGE
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10
OF PAVEMENT
A
Sheet
�'
TYPICAL DRIVEWAY PLAN
FINAL
ISSUED:
SUBMITTAL
2020-09-30
Reference No.
�
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SCALE: 3/8"=1'-0"
FOR BIDDING PURPOSES ONLY
C503
INDEX: 32 OF 89
'`
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
r -
Mark Description Date Appr. J
D
PROPOSED NEW PAVEMENT
WIDTH VARIES,
VARIES
r 1
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
COLLEGE ACRES DRIVE
DRIVEWAY DETAILS - LEFT SIDE
J
C
SEE TYPICAL SECTIONS
2%
SEE NOTE 2
EXPANSION JOINT
CARIES,
MATCH EXISTING
DRIVE ELEVATION
EXISTING PRIVATE
DRIVEWAY
7RIGHT OF WAY LINE
MIN -
SEENOTE1
PROPOSED DRIVE APRON,
MATERIAL TO MATCH EXISTING
DRIVE, SEE NOTE 2
SECTION A —A DRIVE APRON CONSTRUCTION NOTES:
SCALE: 3/8"=1'-0" 1. PROPOSED DRIVE APRON SLOPE SHALL VARY AS REQUIRED TO MATCH PROPOSED EDGE OF PAVEMENT
AND EXISTING DRIVE ELEVATION. SLOPE SHALL NOT EXCEED 10%. CONCRETE DRIVE APRONS SHALL BE
6" THICK. ASPHALT DRIVE APRONS SHALL BE 2 1/2" S9.5—B ASPHALT PAVEMENT IN 2 LIFTS OF 1 1/2"
A
AND 1" FINISH ON 8" OF COMPACTED AGGREGATE BASE COURSE.
PROPOSED DRIVE APRON SHALL MATCH PROPOSED PAVEMENT AND DRIVEWAY ELEVATIONS AT
CONNECTION TO EXISTING DRIVEWAY. LENGTH OF DRIVE APRON CONSTRUCTION SHALL BE A MINIMUM OF
5'-0" FLARE
72.
EXISTING
DRIVEWAY
THE LENGTH SHOWN ON THE PLANS OR TO THE NEAREST EXPANSION JOINT BEYOND THAT POINT. DRIVE
APRON CONSTRUCTION SHALL NOT EXTEND BEYOND THE RIGHT OF WAY LINE. DRIVE APRON MATERIAL
SHALL MATCH EXISTING DRIVEWAY. EXPANSION JOINTS SHALL BE PROVIDED AS SHOWN. CRACK CONTROL
B
TYP
WIDTH VARIES —
MATCH EXISTING
EXISTING DRIVEWAY,
JOINTS SHALL BE PROVIDED IN PROPOSED CONCRETE DRIVE APRONS AS SHOWN. TRANSVERSE CRACK
PAVEMENT TYPE VARIES CONTROL JOINTS SHALL BE PROVIDED IN APRONS THAT EXCEED 6'-0" IN LENGTH.
hdh 4700 FALLS ENEUSE RD, SUITE 300
, NC 27609
919-781-4626
moffatt & nIchol NC FIRM LICENSE NO. F-0105
EXPANSION JOINT
—\
3. GRAVEL DRIVES DO NOT REQUIRE EXPANSION JOINTS.
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17
SCALE: 3/8"=1'-0"
Sheet
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.
C504
co
INDEX: 33 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
p
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190'-8"
253'-10"
CA1 -co
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----------------------------------------------------
JUNCTION BOX BOX W/
REMOVABLE WEST FACE
16'- 6 "x10'- 0"
RIM EL 33.00
INV. EL 23.3
W/ MANHOLE FRAME &
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12'-0" WIDE x 6'-0" HIGH
CONC BOX CULVERT, WALL
THICKNESS TO BE DETERMINED
DURING STRUCTURAL DESIGN
NOTE:
THE PIPE ENTERING THE JUNCTION BOX FROM THE WEST WILL BE REPLACED WITH A LARGER PIPE IN THE
FUTURE. DESIGN/CONSTRUCT THE JUNCTION BOX SO A PORTION OF THE WEST FACE CAN BE REMOVED
AND THE LARGER PIPE INSTALLED. MAXIMIZE THE AVAILABLE OPENING SIZE, BUT THE OPENING MUST
ACCOMMODATE A FUTURE 12'-0" WIDE X 6'-0" HIGH BOX CULVERT AT A MINIMUM. PROVIDE ENGINEER
WITH SHOP DRAWINGS DETAILING PROPOSED JUNCTION BOX, CULVERTS AND WING WALLS.
C402, LS401
177.08°
COLLEGE ACRES DRIVE CULVERT
POINT NO.
NORTHING EASTING
CA1
177647.53
CA2
CA3
CA4
177600.49
177525.42
177519.41
CA5
CA6
CA7
CA8
177512.87
177495.36
177525.90
177528.42
2342407.31
2342592.08
2342834.56
2342842.53
2342837.60
2342840.05
2342847.42
2342865.41
C1 ` COLLEGE ACRES DRIVE CULVERT AND WINGWALL PLAN
SCALE: 1"=20'
CA3
CA5
TOP OF WALL
EL 29.00
CONC FOOTING PER
STRUCTURAL DESIGN, TYP
CA8
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CA7
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2346867.84
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176975.61
2346870.74
MS3
176936.13
2346848.13
MS4
176939.19
2346827.88
MS5
176928.72
2346897.12
MS6
176927.19
2346907.25
MS7
176967.81
2346919.51
MS8
176966.28
2346929.63
MS4
TOP OF WALL
EL 7.00
MS1
TOP OF WALL
EL 7.00
9,6
20'-6"
C403, LS402
MS3
TOP OF WALL
EL 8.00
CONC FOOTING PER
STRUCTURAL DESIGN, TYP
MS2
TOP OF WALL
EL 8.00
50'- 0"
c
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CONC BOX CULVERTS, WALL
THICKNESS TO BE DETERMINED
DURING STRUCTURAL DESIGN
c
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MS5
TOP OF WALL
EL 8.00
MS7
TOP OF WALL
EL 8.00
10'- 3"
Al MALLARD STREET CULVERT AND WINGWALL PLAN
SCALE: 1 "=10'
10'- 3"
.d
•
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TOP OF WALL
EL 4.50
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TOP OF WALL
EL 4.40
•
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FULL WIDTH CONC SILL ON
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EL 3.2 OUTER CULVERTS
EL 2.7 CENTER CULVERT
INV. EL 1.5
DOWNSTREAM CULVERT SILL
NOT TO SCALE
10'
0'
10'
20'
SCALE: 1 "=10'
20' 0' 20'
40'
SCALE: 1 "=20'
FINAL SUBMITTAL
ISSUED: 2020-09-30
FOR BIDDING PURPOSES ONLY
•
J
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
COLLEGE ACRES DRIVE AND
MALLARD STREET
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2020-09-04
M&N Project No.
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1
2
3
4
5
INDEX: 34 OF 89
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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SECTION A —A
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A
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OPEN THROAT DROP INLET
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SPEED HUMP
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15869
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FOR
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SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.
C506
N-
INDEX: 35 OF 89
•
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
p
o BANK FULL
TOP OF BANK
ELEVATION CONTROL POINT, SEE LANDSCAPING PLAN
TYP, SEE PROFILE DETAIL FOR BANK TREATMENT
- ..., NOTCH CUT LOG
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AT BANK FULL
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ELEVATION
SECTION A -A TYP,
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1
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PLAN AND PROFILE
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1111111M1111.1111111111111111111WAIINFAIS
.10
IP
GRADED CHANNEL BED
FLOW
COMPACTED SAND
BACKFILL, NO ORGANIC
MATERIAL, TYP
1. LOGS SHALL BE AT LEAST 18 INCHES IN DIAMETER, RELATIVELY
STRAIGHT AND RECENTLY HARVESTED.
2.HEADER LOG NOTCH INVERT SHALL BE SET AT SAME ELEVATION
z a w CC 2
J
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STREAM RESTI
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4'COMMON
NAIL AT TWO -FOOT SPACING ALONG THE LOG.
... GEOTEXTILE FABRIC
G
FOOTER LOGS, TYP
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IN SOME LOCATIONS, DOWNSTREAM END OF
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PLAN
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Cl
LOG STEP POOL REINFORECMENT
C110
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C111
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6BANK
FULL
TOP OF BANK
LOG GRADE CONTROL LOCATIONS
Date:
2020-09-
M&N Proje
8341
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Plot scale: 1
o
SEE LANDSCAPING
PLAN AND
EXISTING STEEP
DETAIL FOR BANK
TREATMENT
WORK POINT #
NORTHING
FASTING
Designed by:
SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
CHANNEL BANK
41- NOTCH CUT
LOG
1
177153.5
2345010.7
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TO MEET ELEVATION
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EMBED LOG 8' MIN
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13
176938.7
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APPROXIMATE LOCATION
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`
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NOTES:
OF GRADE CONTROL, EXISTING CHANNEL BED
B SEE TABLE FLOW
�'
COMPACTED SAND 1. LOGS SHALL BE AT LEAST 18 INCHES IN DIAMETER, RELATIVELY
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MATERIAL
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PROFILE B-B
�,
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Sheet
Al LOG GRADE CONTROL
0co
FINAL
SUBMITTAL
Reference No.
C112 NOT TO SCALE
-
ISSUED: 2020-09-30
FOR BIDDING PURPOSES ONLY
C507
INDEX: 36 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
p
O
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�L
TOP OF BANK
AT BANK FULL
c:nYOF
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NOR1 -I CAROUNA
B
ELEVATION CONTROL POINT,
TYP, SEE PROFILE
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BOULDER CROSS VANE NOTES:
\ NCDOT TYPE 2
ELEVATION CONTROL POINT, 1. BOULDERS MUST BE AT LEAST 3' 2' 2' IN SIZE AND RELATIVELY RECTANGULAR.
/•
\ GEOTEXTILE FABRIC
4'
x x
TYP, SEE PROFILE
/
/
\\ G
2. USE FILTER FABRIC TO SEAL GAPS BETWEEN BOULDERS.
4101.
4
G /
\ 5° SECTION A —A DIGA TRENCH BELOW THE BED FOR FOOTER BOULDERS. START AT BANK AND PLACE
2 3. 0 0 OU
r �
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
STREAM RESTORATION
DETAILS 2 OF 3
J
/
/
/
I
i
I
111114( ) I
I
I
\ TYPICAL BOULDER VANE FOOTER BOULDERS FIRST AND THEN HEADER BOULDERS. CONTINUE WITH STRUCTURE,
\ FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
I \bp,-
I 4. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER
I BOULDERS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER BOULDERS,
I i 1 AND THEN UPSTREAM FOR A MINIMUM OF FOUR FEET.
I
5. USE WELL GRADED MIX OF NCDOT CLASS A AND B STONE ON UPSTREAM SIDE OF
00
C
5'-0"
I
I
I
STRUCTURE.
6. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
TOP OF BANK
AT BANK FULL
TYP
G
I
\ \
\
\
\\
1
/
//
—
A WITH ON —SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER BOULDER.
7. FILTER FABRIC SHALL BE TRIMMED ALONG THE TRANSITION BETWEEN THE STONE
BACKFILL AND THE HEADER BOULDERS SO THAT THE FILTER FABRIC DOES NOT OVERLAP
THE HEADER BOULDERS.
TOP OF BANK
/AT BANK FULL
SEE LANDSCAPING PLAN AND
o
EXCAVATE POOL,
e
DETAIL FOR BANK TREATMENT
SEE PLANS
0
VATION CONTROL POINT,
GRADED CHANNEL BED 1,-0„
EE PROFILEZTYPICAL
> 0
FLOW
BOULDER SILL0
EQUAL PARTS CLASSa
_a)
AND B STONE BEHINDo
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CROSS VANE SILL NOTES:
NCDOT TYPE 2 M
GEOTEXTILE
`,�,�A
4'
\
BOULDERS SHALL BE A MINIMUM OF 3' x 2' x 2'
IN SIZE AND RELATIVELY RECTANGULAR.
0
a E
o
-
FABRIC
4'
Designed by:
SMITH
Dwn by: Ckd
KOONS
Reviewed by:
REID
Submitted by:
MOFFATT & NICI
'—0508,- Plotted.- 9/25/2020 5:48 PM by E
B
PROFILE B—B
VARIES, SEE PLANS
B
PLAN VIEW
B
700 FALLS OF NEUSE RD, SUITE 300
RALEIGH, NC 27609
919-781-4626
I NC FIRM LICENSE NO. F-0105
KRIS BASS
ENGINEERING
B1
BOULDER CROSS VANE & BOULDER SILL
C110
C111, C112, C403
O
BANK FULL
TOP OF BANK
ELEVATION CONTROL POINT,
' B SEE LANDSCAPING
�� TYP, SEE PROFILE
NOT TO SCALE
TOP OF BANK
PLAN AND /AT BANK FULL
DETAIL FOR BANK TREATMENT
r
hdh44
moffatt & nichol
1—Final Design \ 834
g GRADED CHANNEL BED ELEVATION CONTROL POINT,
- =� %'
�`FLOW
1'-0" TYP, SEE PROFILE
,,�
CD ��'�� .
MIN , TYP
1
EQUAL PARTS CLASS A : g
,-
>�>;,,;,,,,,,,;� AND B STONE g
A
/
/
I
A
NCDOT TYPE 2
,/,
r `��� ����
SEE LANDSCAPING PLAN AND I
�'I���',
°'
,W
GEOTEXTILE FABRIC
;�,0��•F'••SS''�<
/
DETAIL FOR BANK TREATMENT
5� SLOPE
PROFILE B—B
�'o �'•:�
�
ci
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; -9 • : ;
Q
EXCAVATE POOL,
SEAL ( 's =
)—Final Design \_
SEE PLANS
A
II
A•
15869 :
NOTES:
In
_ _
1. BOULDERS SHALL BE A MINIMUM OF 3' x 2' x 2'
''•.
TOP OF BANK IN SIZE AND RELATIVELY RECTANGULAR.
AT BANK FULL B ELEVATION CONTROL POINT,
FOOTER ROW TYP, SEE PROFILE
,,, '..I-N •• \O ,,,�'
SEAL'i• R� �,gj
O
SECTION A —A
v
v
PLAN VIEW
Sheet
Al
BOULDER STEP POOL REINFORCEMENT
FINAL
SUBMITTAL
Reference No.
00
C110
C111
NOT TO SCALE
ISSUED: 2020-09-30
FOR BIDDING PURPOSES ONLY
C508
INDEX: 37 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
r
RIFFLE STONE TO TIE
INTO CHANNEL BANKS 6"
B
•°
o
-
0
)
•
o
A
7 HEAD
EL POINT
OF RIFFLE
HEAD OF RIFFLE
B EL POINT
o B.�
RIFFLE
r 1
Mark Description Date Appr. J
TOE OF SLOPE, TYP
•`�
*°'� rg%
° °m0 &o
°0°°f0��
,°°o�OOo
00 ° TAIL OF RIFFLE, HEAD
8 OF POOL EL POINT
D
TOP OF BANK, TYP
•�
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9" DEPTH OF EQUAL PARTS
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.
WASHED #57 8c CLASS A STONE,
MIX IN RECYCLED EXISTING
SUBSTRATE AS POSSIBLE
PROFILE A —A
TAIL OF RIFFLE
POINT
FORM HORSESHOE OF BED
MATERIAL AT UPSTREAM 8c
DOWNSTREAM RIFFLE EXTENTS TOP OF BANK, TYP
EL A
PLAN VIEW —\=,_
NOTE:
HORSESHOE NOT REQUIRED
TOE OF SLOPE, TYP
WHERE RIFFLE TIES INTO LOG OR
BOULDER POOL REINFORCEMENT. SECTION B—B
r 1
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
STREAM RESTORATION
DETAILS 3 OF 3
L J
Cl
ROCK & WOOD REINFORCED RIFFLE
C
C111, C112
LIVE CUTTINGS, SEE NOTE 3
C110
\
NOT TO SCALE
NOTES:
E HE OUTSIDE OF BEND OF CHANNEL. PLACE APPROPRIATE SIZE
\ \ 1. OVER EXCAVATHTA
/ / /
qN
LOG IN LINE NNEL DIRECTION. LOCK IN WITH SMALL AMOUNT OF FILL.
!°
A.
BANKFULL �`=�e?_
/ \ \
\ \ \ \ 2. PLACE SMALLER WOODY MATERIAL AND BRUSH OVER LOG. LOCK IN WITH SMALL
/ / AMOUNT OF FILL.
/ / /
2
c
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g
� N
.
1—Final Design \8347—0509,- Plotted: 9/25/2020 5:49 PM by BRYAN, ALL
--��� \ \ \ \ \ 3. PLACE LIVE CUTTINGS ON TOP OF SMALLER WOODY MATERIAL AND BRUSH. LOCK
IN WITH SMALL AMOUNT OF FILL. CUTTINGS SHALL BE 6' LONG, 10 CUTTINGS
/ PLACED PER LINEAR FOOT. SPECIES SHALL BE PER THE LANDSCAPING PLANS.
Designed by:
SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
\ \ 4. BACKFILL AND COMPACT ALL WOODY MATERIAL TO LOCK IN PLACE.
B
�n� \/// /i 5. INSTALL COIR MATTING OVER COMPACTED SOIL.\ \ \
�� \
\ \ \ \ 6. LANDSCAPING PLANS ANDDETAILFORBANK TREATMENT A OV IV
\/ SEEL DS L S O ABOVE E
B
/ / / /\
//
/ / // , \ \ /\ /\ /
8" TO 18" DIAMETER FOOTER LOG HARDWOOD WOODY DEBRIS,
MINIMUM 4" DIAMETER
SECTION A —A
CUTTINGS.
I)
A
COIR MATTING
hdh 4700 FALLS OFRALEIGHNEUSENC RD,27609 SUITE 300
,
919-781-4626
moffatt & nichol NC FIRM LICENSE NO. F-0105
KRIS BASS
ENGINEERING
L
4.4
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it
0
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Sheet
v
Al BRUSH TOE PROTECTION
FINAL
SUBMITTAL
Reference No.
C111
C110 NOT TO SCALE
ISSUED: 2020-09-30
FOR BIDDING PURPOSES ONLY
C509cL
INDEX: 38 OF 89
•
J
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
RAMP
W/ CURB RETURN RAMP W/ DEPRESSED CURB
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FIG. 1
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FIG. 3 FIG. 3
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12"
12"
0.3528
LANDING
CURB AND GUTTER
o
USE PIPE COLLAR FOR EXTENDING OR JOINING
18"
12"
12"
0.3990
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WIDTH
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12"
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30"
12"
12"
0.6560
1
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12"
12"
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54"
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Z 1
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CITY OF WIL
COLLEGE ACRES DRIVE Al
DRAINAGE IMPROVEMENTS A
CITY OF WIL
STANDARD
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i/2020 5: 38 PM by DKOONS
H
WARNING DOME NOTES: 1.
2.
3.
4.
USE CONTRASTING
USE CAST
RUBBER
LANDING
IS LIMITED
H
COLORS,
IN PLACE PAVERS
MATS ARE PERMITTED
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RED
FOR
MAY
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NEW
FOR RETROFITS.
BE REDUCED
BY
ON
CONSTRUCTION.
TO
THE CITY
WHITE
3'
ENGINEER.
PAVEMENT.
WHERE
SPACE
STANDARD DETAIL
CFf OF
STANDARD DETAIL
J rn OF
STANDARD DETAIL
CI OF
DATE: 2001
GTON
DATE: OCTOBER, 2012
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DATE: DECEMBER, 2010
IL
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DRAWN BY 7SR/CMR
GUIDELINES FOR BEDDING
WBMONGTON
NORTH CAROLINA
ENGINEERING
DRAWN BY JSR
CONCRETE
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
DRAWN:PB/JSR
PERPENDICULAR
CURB
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CITY OF WILMINGTON
NORTH CAROLINA
ENGINEERING
CHECKED BY B.P., P.E.
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PO BOX
28402
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PIPE COLLAR
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RAMP
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CLASSES (B & C)(910)N
SCALE NOT TO SCALE
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3•
00 FALLS OF NEUSE RD, SUITE
RALEIGH, NC 27609
919-781-4626
NC FIRM LICENSE NO. F-0105
—0510; Plotted: 9/25/20
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a
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WIDTH
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7—Final Design \ 8341
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�S AGGREGATE BASE COURSEIPS
. Via.7-*"*""
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2. SANITARY SEWER CLEAN -OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE
12" AGGREGATE
BASE COURSE
'
WW.W
2'MIN
®
LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE.
MEDIAN VERTICAL CURB AND GUTTER VERTICAL CURB GRANITE CURB
a�:•
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{
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3. MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.
•
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6'MIN1�12"
12{
. .
4. CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY
I
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APRON) SHALL BE CLASS - 3,000 PSI.
_
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...
.
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5. MINIMUM REPLACEMENT FOR REPAIRS IS A 5 X 5 PANEL
11"
R=y". a
°2d
r `��� is tilt
7'
. a
NOTES:
I`
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)—Final Design \_Active \.
/ti �z
Z
6. 4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
7. MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
.-•r-•r-r-r
10,00.44��
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er or r7 -40. � r -r=i r-r-
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BASE COURSE
1. STANDARD DRAWINGS ARE PROVIDED FOR
INFORMATION ONLY. MOFFATT 8c NICHOL
��
/
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8. MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
z"
VALLEY CURB HEADER CURB
ASSUMES NO RESPONSIBILITY OF DESIGN OR
• •
SEAL ; =
A
s
9. MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS
NOTES: 1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS
CORRECTNESS OF THE DRAWING.
A:
15869 •
NOTES: 1. RAMPS AT MARKED CROSSINGS MUST BE WHOLLY CONTAINED WITHIN THE
MARKINGS.
SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING CONDITIONS, OR NO GREATER THAN
THE SLOPE OF THE EXISTING ADJACENT ROAD.
2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINT SPACING
3. MINIMUM INSTALLATION LENGTH IS 5 FT.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS
= • t:
% �•••.
I�
2. RAMPS AND LANDINGS MUST MEET CURRENT ACCESSIBILITY STANDARDS.
4. CONCRETE To BE 3000 PSI MIN
5. VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4" OR USE A FLAT BASE
ARE THE LATEST VERSION AVAILABLE FROM
.. .•
••••�• \O
STANDARD DETAIL
CITY CIF
STANDARD DETAIL
CITY OF
I
STANDARD DETAIL
CITY OF
THE DESIGNATED AGENCY.
`SEAL7' •# ,F R,�jgj
DATE: AUGUST, 201 l
GTON
DATE: OCTOBER 2010
GTON
DATE: AUGUST, 2011
LMINGTON
1
DRAWN: PB/JSR
NORTH CAROLINA
CITY OF WI1BLMOINGTON ENGINEERING
DRAWN: PB/JSR
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
DRAWN: PB/JSR
NORTH CAROLINA
CITY OF W8LMINGTON ENGINEERING
Sheet
CHECKED: DEC
INTERSECTION LAYOUT
PO BOX
WILMINGTON N.C. 28402
CHECKED: DEC
SIDEWALK
PO BOX 1810
WILMINGTON N.C. 28402
CHECKED: DEC
C[JRB Gr
PO BOX
WILMINGTON N.C. 28402
FINAL
SUBMITTAL
Reference No.
_
h
SCALE NOT TO SCALE
[phone]
SD 3-09
SCALE NOT TO SCALE
[phone]
SD 3-10
SCALE NOT TO SCALE
[phone]
SD 3-1 j
ISSUED: 2020-09-30
C 510
FOR BIDDING PURPOSES ONLY
INDEX: 39 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
OF
1OLINA
SPORTATION
HIGHWAYS
N.C.
2" WEEP HOLES GENERAL NOTES:
OF
IOLINA
SPORTATION
HIGHWAYS
N.C.
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USE CLASS "B" CONCRETE THROUGHOUT.
NOR'1IICAROLINA
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t 6 WALL -1.-8
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8" WALL
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
6" WALL
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
rr
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TABLES OF QUANTITIES FOR PIPE SET IN PAD
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CC
CITY OF WILM
LLEGE ACRES DRIVE ANC
AGE IMPROVEMENTS ANI
NCDOT STANDAI
1 OF
.21 PM by DKOONS
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
DEDUCTIONS FOR
0'-61/4"
0.035
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SPAN
WIDTH
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CONC. IN BOX
ONE PIPE
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3'-21/8"
1'-101/2"
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0.058
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NOTES:
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D
A
B
H
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FT. HT.
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HEIGHT,
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H
C.M.
R.C.
USE THIS STANDARD WITH ALL DRAINAGE
USING REINFORCED CONCRETE PIPE
STRUCTURES
SET IN BASE SLAB.
60"
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0
0.042
0.056
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3'-0"
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0.222
0.222
0.592
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15"
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0.648
0.023
0.036
66"
3' - 9"
2' - 21/4 "
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0.050
0.067
0.084
18"
2' 6"
0.703
0.033
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0.814
0.059
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0.098
SHEET 1 OF 1
30"
3'-O"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
SHEET 1 OF 1
72"
4'-OW
0.059
0.078
840.00
840.14
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NC 27609
781-4626
NSE NO. F-0105
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r rr
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0.268
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0.268
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0.268
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F - F
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840.16
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NOTES:
`SEAL't i, R►
1. STANDARD DRAWINGS ARE PROVIDED FOR INFORMATION ONLY.
0
MOFFATT & NICHOL ASSUMES NO RESPONSIBILITY OF DESIGN OR
Sheet
v
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS ARE THE LATEST
VERSION AVAILABLE FROM THE DESIGNATED AGENCY.
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.
C511
co
INDEX: 40 OF 89
a3
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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I
1 1 1 1 1 1 1
W O
LLt 0
ll l ll
.
O
INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL
BAR
QTY.
SIZE
LENGTH
WEIGHT
T
0
--
I 1� 1� 1 l III 1 1 1 1° I
A
8
#5
-C-2"
9.7
7
IN THE UNIT PRICE BID FOR EACH UNIT.
Designed by:
SMITH
Dwn by:
KOONS
Reviewed by:
REID
B
14
#5
5'-6"
80.3
PLAN
INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER.
OPTIONAL MANHOLE
r
5
3 rr
-g/8
C
26
#4
1'-6"
26.1
SEE GENERAL NOTES
(WITHOUT TOP)
CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM
B
"A"
Y
14
#5
6'-113/g"
101.5
B
FOR PLACEMENT AND
SEE STANDARD 84D.54
CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 BARS TIED TO
STEEL TOTAL WEIGHT
217.6
STEEL INFORMATION
6'D"
7"
HOOK
2 %32" RADIUS
7"
HOOK FOR MANHOLE COVER
& FRAME
TO THE REBAR MAT AND SET SO A MINIMUM OF 3" CONCRETE COVER IS
ATTAINED. REFERENCE STD. NO. 840.54 FOR MANHOLE INFORMATION.
o
0
n
"AA"
BRICK MAY
BE USED TO
0 =
CU. YDS. CLASS CONC.
2.6
0 cc
w o
FINISH GRADE ADJUST FRAME
& COVER
CO w
CU. YDS. BRICKIFT. HT. (8")
0.53
CO w
1 o
PLAN OF TOP SLAB
►r rr
i
• �TO SURFACE
ELEVATION MAX. 1'
= 0
PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-6" IN DEPTH WITH
CU. YDS. BRICK/FT. HT. (12")
0.84
= 0
(rn
Y
BARS
:
CONCRETE
TOP SLAB
oli Z g
STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.66.
0 Z
...
0
o
"Y"BARS
6 @ 1114"CTS. 6
BAR DIMENSIONS
ARE OUT TO OUT
D
B BARS
H
SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS.
�j
��
1 Dr,
0 Qo•. oq: Q,
'
0 0
Z
C31 I -I 0
Z
cwn c� L
R Z W
a
1
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MAX.
SECTION "B"
co—
p ' ° a
r'
TANDARD DRAWIP
ARING JUNCT
PIPES 42" AP
TANDARD DRAWL
ARING JUNCT
PIPES 42" At
4 4700 FALLS OF NE
RALEIGH,
919-78
liChol NC FIRM LICEN`.
\8341—0512, Plotte,
_
MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'.
�•
■I■
T
-
'.'.
OM
CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH
SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS.
0
.4.
_
6 ••
III
;l
CO
MU4r-8"
M
CU
___
:
-
ilk
T
8.`` .
u
Oz
minS
D "
aU
MO-=
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w LiJ/OM
- STEPS SEE
GENERAL NOTES
:I:v
DADWAY ST
BE
USE WITH
DADWAY ST
BE
USE WITH
hdh
rnoffatt &n
-Final Design
.
•.Q•
COco
, .,• .
T
12"
-
~•12" .
EM
• �•
PIPES SHOWN
•
--
SEE INSET "A"
FOR ILLUSTRATION
• a •
a
"C"
PURPOSES ONLY
w
WM
DOWEL
6'-8"
710
�'1
rr »
0 a
:•-
ctLIcINSETA
= U.
0" TO
SECTIO
o
1
..
--Q
,,001a..a..,,,s_
s',
PLAN OF BOTTOM SLAB CONCRETE BLOCK
4
CC w
s`N N CARD
+=r
NOTE 1: CONSTRUCT SECTION "B"OF THE PROPOSED WALL 8"THICK.
I
: ,�SS/O %
O
"A"
41.
:• :�
�
AND SECTION 12" THICK.
-
- - -
Q
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A
= SEAL
r
A
DESIGN WILL BE REQUIRED FOR APPROVAL.
i
•
a• ' -' ' - a• a-•
A-
15869 i
NOTE 3: USE SINGLE MAT REINFORCING STEEL; "Y" BARS @
111/4"
.
.�
EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU
SHEET 1 OF 2
SHEET 2 OF 2
t •:
:••
f
CONCRETE BOTTOM SLAB SECTION X-X
OF HOOK BARS IN BASE SLAB.
•.
�:
(WITH TOP)
840.34
840.34
NOTES:
` SEAL i'ty;iciliR► ,„ J
1. STANDARD DRAWINGS ARE PROVIDED FOR INFORMATION ONLY.
0
MOFFATT Sc NICHOL ASSUMES NO RESPONSIBILITY OF DESIGN OR
Sheet
o
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS ARE THE LATEST
VERSION AVAILABLE FROM THE DESIGNATED AGENCY.
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.in
C512
co
ic
INDEX: 41 OF 89
!``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
D
C
B
A
BRICK LAID
WITH 1/2" ± 1/8"
MORTAR JOINTS
(SEE GEN. NOTES)
"A" BAR
@ 12" CTS.
4"
2"
2' 4" FOR
FRAME AND GRATES
MASONRY
ANCHOR
2'-0"
WALL TIE
@ 16" CTS.
"F" BAR
8"
[r
•
•
101/2"
MIN. e
"B" BARS
@ 12" CTS.
"D" BAR
@ 12" CTS.
4'-5" MIN.
•
•
•
2"i 2�r
SECTION X-X
•
4'-0"
FRAME AND GRATES
7
•
3" CAVITY
a•
•
%6" DIA.
WALL TIE
@ 16" CTS.
"E" BAR
@ 6" CTS.
2"
BRICK LAID
WITH 1/2" ± 1/8„
MORTAR JOINTS
(SEE GEN. NOTES)
"A" BAR
@ 12" CTS;
V .
"B" BARS
@ 12" CTS.
•
r
e
4"
C.7711
f
•
oho •a• •o• ••,• o• •o• •
BRICK ALT.
2'-4"
FRAME AND GRATES FOR
CONCRETE
ANCHOR
2„
, I • - 2'-0„ :•i �t • g,
G
2"
"F" BARS
@ 6" CTS
"B" BARS
@ 12" CTS.
2"
•
•
•
•
•
•
in
t
N
4"
•
• • - "I-,•
•
•
• • P.
•
•
co
N
"D" BAR
@ 12 CTS. 2'
4'-0"
MAX. PIPE DIAMETER IS 18" R.C.P.
SECTION X-X
✓ r
"D" BAR
@ 12" CTS.
�+ 1
6'-1" MIN.
SECTION Y-Y
4'-O"
• • U.
FRAME AND GRATES
3' 8 "
2"
"C" BAR
• "B" BAR @ 12" CTS.
•
•
•
"E" BARS
@ 6" CTS
v •
• •C
•
s V,
2" 17 •
p• •
v•
•
2"
2"
4"
•I 2"
2"
5'-8"
"A" BAR
@ 12" CTS.
2"
CONCRETE ALT.
MAX. PIPE DIAMETER IS 36" R.G.P.
NOTES:
-HORIZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED AS THE
FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE.
-MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-O",
-MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER.
-DEPTH OF STEEL GRATE WILL REQIURE DEEPER SEAT ALONG SHORT WALLS.
SECTION Y-Y
Z
O
�›-
Q
LLJ�I-4
00cr)=
cc LL'` Qw=
Q
O ccO H
H
Cr) )I-LOJ
Z H
o % H
r CL
L1J °
r Q
T
ROADWAY STANDARD DRAWING FOR
I
W
-J
H
0
0
TRAFFIC BEARING GRATED
FOR CAST IRON DOUBLE FRAME AND GRATES
SHEET 1 OF 2
840.35
GENERAL NOTES
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
WELDED WIRE FABRIC (WWF).
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
LIMIT DEPTH OF FILL TO 30'-O" FROM FINISH GRADE TO TOP OF
BOTTOM SLAB.
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
FRAME AND GRATES
STD. NO.
TRAFFIC BEARING
840.37
NONTRAFFIC BEARING:
840.22
840.24
840.20
840.29
840.33
ADDITIONAL #4 EACH
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE
PLACE BARS DIAGONAL
TO CORNERS (TYP.)
GRATED INLET OPTION
CONCENTRIC
CONE SECTION
ALTERNATE CONE SECTION
AS
INTERNAL
DIAMETER
(FT.)
MIN.
WALL
THICKNESS
(IN.)
MIN.
TOP/BOTTOM
SLAB THICKNESS
(IN.)
MIN. CIRCUMFERENTIAL
AREA OF STEEL
PER VERTICAL FT.
(SQ. IN.)
4
4
6
0.12
5
5
8
0.15
6
6
8
0.18
MIN. AREA OF STEEL
IS 0.07 in.2
ECCENTRIC CONE
LOCATE WALL REINFORCEMENT
IN MIDDLE THIRD OF WALL
USE MIN. AREA OF STEEL IN TOP
SLAB OF #4'S @ 8" CTS.
EACHWAY/EACH FACE *.
FLAT TOP SLAB
FRAME & GRATE
ADDITIONAL #4 EACH
SIDE OF OPENING (1"
CLEAR OF BOTTOM FACE)
MANHOLE OPTION
SEE STD. 840.54
FOR MANHOLE
RING AND COVER
'a.+ 6" MAX. SPACING
o. IOF CIRCUM. R/F
STEP STD.
;(--As' NO. 840.66
(CIRCUMFERENTIAL
sl REINFORCEMENT)
w LONGITUDINAL
REINFORCEMENT
USE MIN. AREA OF STEEL
IN BASE SLAB OF
0.12 in2 PER LINEAR
FOOT EACH WAY
TYPICAL MANHOLE SECTION
ROADWAY STANDARD DRAWING FOR
DIAMETER
SHEET 1 OF 1
840.52
Y
X
SEE SECTION Y-Y FOR DIMENSION
4"
✓
_ SEE SECTION X-X FOR DIMENSION
f
X--�
PLAN
SEE SECTION Y-Y FOR "A" BARS
SPACING AND COUNT
"1
PLAN OF BASE
U)
0
rr
0
x
x
0
I-
0
w
U)
w
w
U)
1-
z
0
0
0
a
0
1-1
0
a
0-
0
Y
BILL OF MATERIALS
COMMON
CONCRETE ALT.
BRICK ALT.
BAR
SIZE
LENGTH
QUANTITY
WEIGHT
LENGTH
QUANTITY
WEIGHT
A
#5
6'-47/2"
6
39.9
7'-71-2„
6
47.7
B
#5
3'-41/"
16
56.3
3'-41/2"
16
56.3
C
#5
2'-8"
14
38.9
-0-
-0-
-0-
D
#5
8'-0%2"
4
33.6
9'-3%2"
4
38.8
E
#5
3'-0"
20
62.6
3'-0"
10
31.3
F
#5
4'-8"
20
97.3
4'-8"
10
48.7
REINF. STEEL (TOTAL WEIGHT LBS.)
328.6
222.8
CONCRETE IN BASE CLASS 'AA' (CUBIC YARDS)
0.56
0.66
CONCRETE IN WALLS CLASS 'AA' (CUBIC YARDS)
0.92
-0-
CONCRETE IN WALLS CLASS 'B' (CUBIC YARDS)
-0-
0.36
BRICK IN WALLS (CUBIC YARDS)
-0-
0.91
CONCRETE TOTAL (CUBIC YARDS)
1.48
1.02
BRICK & CONCRETE TOTAL (CUBIC YARDS)
1.48
1.93
CONC. CUBIC YARDS IN WALL/FOOT OF HEIGHT
0.35
0.14
BRICK CUBIC YARDS IN WALL/FOOT OF HEIGHT
-0-
0.34
LBS. OF REINF. STEEL IN WALL/FOOT OF HEIGHT
94.9
47.6
2" RADIUS
"C" VERTICAL BARS
"E" & "F" HORIZONTAL BARS
411
STRAIGHT BARS
"A" & "D" BASE BARS
12" CONC.
17" BRICK
dP
2" RADIUS
6" RADIUS
91/2" BEND
BASE BARS 4" CONC. 8" BRICK ~I ~I
GENERAL NOTES:
-USE CLASS 'AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX.
-USE CLASS 'B' CONCRETE IN THE WALL CAVITY FOR REINFORCED
BRICK CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE.
- CHAMFER ALL EXPOSED CONCRETE CORNERS 1".
-USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
-IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION
PROCEDURES SHOWN BY STD. DWG. 840.00.
- PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN
LIEU OF BRICK MASONRY CONSTRUCTION.
-INCLUDE REINFORCING STEEL COST IN THE UNIT OR
LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE".
- REFERENCE STD. DWG. 840.25 FOR FRAME ANCHORAGE.
-CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK
WILL BE PERMITTED.
- CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE
STANDARD SPECIFICATIONS.
-PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS
SPACED 12" ON CENTER AS DIRECTED BY STD. DWG. 840.66.
- FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS.
CORNER BARS
Z
O �
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Q Q
LLJ11-1Z
00=
W < < LL
- V L O H
H
U)E-Li_ 0J
0 CO cc
Z F-1
- H
T
ROADWAY STANDARD DRAWING FOR
TRAFFIC BEARING GRATED DROP
FOR CAST IRON DOUBLE FRAME AND GRATES
SHEET 2 OF 2
840.35
A
1
L_
R m�
43/8"
PLAN OF FRAME
y
2'-11/4"
1'-113/4"
1' -107/8"
2'-01/2"
2' 91/4"
SECTION A -A
r 1 \
A
TYPE #1
I
/ ~ ALTERNATE
/ � 1
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B
BOTTOM OF COVER
7
I
/
TYPE #2
PLAN OF COVER
SECTION B-B
1" R.
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
Z
co
H}
Q Q
cc
LL J 1 1-1
0 0 =
ROADWAY STANDARD DRAWING FOR
FRAME AND COVER
J
a
S
SHEET 1 OF 1
840.54
NOTES:
1. STANDARD DRAWINGS ARE PROVIDED FOR INFORMATION ONLY.
MOFFATT Sc NICHOL ASSUMES NO RESPONSIBILITY OF DESIGN OR
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS ARE THE LATEST
VERSION AVAILABLE FROM THE DESIGNATED AGENCY.
FINAL SUBMITTAL
ISSUED: 2020-09-30
FOR BIDDING PURPOSES ONLY
D
C
B
A
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1
a
a
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J
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M&N Project No.
8341
Drawing code:
Drawing Scale:
Plot scale: 1:1 (D SHEET))
o
N
C
d-
0
1
rn
0
1
0
6 N
0 N
Designed by:
SMITH
Ckd by:
REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
Dwn by:
KOONS
hdh
, 4700 FALLS
RALOFEIGHNEUSENC RD,27609 SUITE 300
,
919-781-4626
moffatt & nIchol NC FIRM LICENSE NO. F-0105
OS
0oFSS/O•'%'y
,Q SEAL r :
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• •
•
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15869
SEAL `1'fr iriR i ,�
Sheet
Reference No.
C513
a
LC
Ca-
(L)
ai
•
1
2
3
4
5
INDEX: 42 OF 89
J
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
NOTES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
OF
ROLINA
JSPORTATION
HIGHWAYS
, N.C.
12"
12"
OF
ROLINA
JSPORTATION
HIGHWAYS
, N.C.
TT"i
IL GTON
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
NOR'] I -I CAR(}IINA
=
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-
BRICK
°° ° ° o° o
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-
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PLAN
SIDE
SECTION OF MASONRY SECTION OF CONCRETE
ELEVATION
PLAN SIDE
ELEVATION
�N
PIPE PLUG PIPE PLUG
5/8"
:---;-11
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STANDARD DR
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12"
0.029
EITHER BRICK MASONRY OR USE PAY LIMITS (C.Y.) FOR PIPE PLUGS
STANDARD DR
AND BRICK
CONCRETE MAY BE USED. 12" IN THICKNESS ONLY.
r
1%6"
~
15"
0.045
r
CONCRETE BRICK MAY BE USED IN LIEU OF
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8 3 "
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18"
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0.356
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0.465
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NOTE:
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0.880
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12"
DO NOT USE IN
w 2
V
STEEL ROD
SANITARY SEWER MANHOLES.
LI w
SHEET 1 OF 1
SHEET 1 OF 1
Z
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SECTION A -A
ELEVATION
O
840.56
840.71,
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834
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0
2'_6r1
1'-6" �
Designed by:
SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
.
T
z
2'-6"
CURB AND GUTTER
1'-6" CURB AND GUTTER
.8",1
91r m•
Q
8" X 12" OR 18" 9" X 12" OR 18"
CC
m
CONCRETE CURB CONCRETE CURB
4'-0"
PROPOSED
2'-0"
2r_Orr
EDGE OF
I
B
-
PAVEMENT _ 2" RAD. 2'-0"
B
Ln
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1! r r7
- -!1!Irv.�..
-4 MIN. /g" RADIUS 1j Ir in Elf 0
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7 rr
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WAY STANDARD DRAWING
JCRETE CURB, GUTT
ND CURB & GUTTER
r
hdh, 4700 FALLS
RALOFEIGHNEUSENC,
919-781-41
moffatt & nIchol NC FIRM LICENSE N
—Final Design \8341—0574,. Plotted: 7
EXPRESSWAY GUTTER SHOULDER BERM GUTTER
O
8" X 6" MEDIAN CURB VALLEY GUTTER
SECTION VIEW OF CURBS OR CURBS AND GUTTERS
GENERAL NOTES: FILL 3/8" x 1" DEEP
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT GROOVED OR SAWN
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN JOINT WITH JOINT
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. /8" RAD. GUTTER
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
•a. 1/8" RAD. PAVEMENT �W SURFACE
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
�••' SURFACE ,
••o•' - •
:Q:4 ' o
:�: • p' ' •:oMM1107AFAME -
CONSTRUCT NON FORMED JOINTS A MIN. OF 1 /2" DEEP.
.' . .�4
••o• p• '. • P. ..a• P ''• 6.' ''.''*.
6. • • '•o" • •• ... r
cC
-TEMPLATE
•- •- ••'' '''°
' ' ' • '. . ' ' • ' °• a
per•- (>..
t��t.•ll..11, 1
�1 ��
co
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB,
PROPOSED Q'. °' �' � � °' �
_
►�• � n• � n �
���� H CARD ��i�
I
WITH JOINT FILLER AND SEALER.
• 4i�
EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB & GUTTER PROP. /2"
..... ,,...... /
O�••FESS/c••••/// ��
ab
-SPACE
PAVEMENT
JOINT FILLER
��
Z
ALL RIGID OBJECTS. JOINT
'
fir'.
Qi
TRANSVERSE EXPANSION JOINT
i
LONGITUDINAL JOINT
:'Q
s5869
A
IN CURB AND GUTTER
A
•
':••
SECTION VIEW OF JOINTS
SHEET 1 OF 3
;.�
846.01
NOTES:
`SEAL 1't i;R� ,
1. STANDARD DRAWINGS ARE PROVIDED FOR INFORMATION ONLY.
0
MOFFATT Sc NICHOL ASSUMES NO RESPONSIBILITY OF DESIGN OR
Sheet
o
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS ARE THE LATEST
VERSION AVAILABLE FROM THE DESIGNATED AGENCY.
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference No.
C514
m
INDEX: 43 OF 89
iLz
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
r
COLLEGE ACRES DRIVE CONSTRUCTION BASELINE CONTROLS
-
STREAM CENTERLINE HORIZONTAL CONTROL POINTS
TANGENT DATA
PI STATION
NORTHING
EASTING
DISTANCE
DIRECTION
PI STATION
NORTHING
EASTING
DISTANCE
DIRECTION
DESCRIPTION
PT STATION
NORTHING
EASTING
10+00.00
177,651.2264
2,342,392.7738
27+39.62
177,610.9040
2,343,964.9366
START:
11+00.00
176,622.785
2,341,261.316
205.67'
S75° 43' 03'E
23.76'
S84° 04' 44'E
END:
19+61.49
176,691.951
2,342,120.024
12+05.67
177,600.4882
2,342,592.0836
27+63.37
177,608.4532
2,343,988.5673
LENGTH:
861.49
COURSE:
N 85° 23' 41.91" E
Mark Description Date Appr. J
I
I
253.83'
S72° 47' 53'E
23.19'
S63° 34' 01 "E
CURVE DATA
14+59.49
177,525.4222
2,342,834.5554
27+86.56
177,598.1308
2,344,009.3314
D
DESCRIPTION
STATION
NORTHING
EASTING
123.88'
S52° 59' 50'E
24.00'
S63° 23' 30'E
PC:
19+61.49
176,691.951
2,342,120.024
15+83.37
177,450.8668
2,342,933.4838
28+10.56
177,587.3819
2,344,030.7886
RP:
177,000.950
2,342,095.136
23.95'
S64°
20.30'
S63° 23'
23+19.68
2,
09' 35'E
30'E
PT:
176,899.036
342, 387.904
DELTA:
66° 12' 06.60"
TYPE:
LEFT
16+07.31
177,440.4298
2,342,955.0349
28+30.86
177,578.2898
2,344,048.9387
RADIUS:
310.00'
143.08'
S75° 00' 55'E
24.00'
S63° 23' 30'E
LENGTH:
358.19'
TANGENT:
202.09'
17+50.40
177,403.4341
2,343,093.2521
28+54.86
177,567.5405
2,344,070.3967
MID-ORD:
50.31'
EXTERNAL:
60.06'
23.96'
S71 ° 29' 49'E
- 63.73'
S63° 23' 30'E
CHORD:
338.59'
COURSE:
N 52° 17' 38.61" E
17+74.36
177,395.8288
2,343,115.9780
29+18.59
177,538.9981
2,344,127.3738
130.69'
S68° 02' 18'E
23.86'
S70° 17' 42'E
TANGENT
DATA
19+05.06
177,346.9511
2,343,237.1884
29+42.44
177,530.9537
2,344,149.8349
DESCRIPTION
PT STATION
NORTHING
EASTING
START:
23+19.68
176,899.036
2,342,387.904
23.75'
S78° 58' 55'E
62.35'
S77° 25' 03'E
r �
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
HORIZONTROL AND VERTICAL
CONTROL TABLES
L J
END:
34+13.10
177,931.686
2,342,747.372
19+28.81
177,342.4113
2,343,260.5042
30+04.79
177,517.3715
2,344,210.6854
LENGTH:
1093.42'
COURSE:
N 19° 11' 35.31" E
135.77'
S89° 38' 36'E
24.00'
S77° 25' 03'E
I
I
CURVE DATA
20+64.58
177,341.5661
2,343,396.2757
30+28.79
177,512.1434
2,344,234.1084
DESCRIPTION
STATION
NORTHING
EASTING
5.83'
S85° 27' 49'E
66.14'
S77° 25' 03'E
PC:
34+13.10
177,931.686
2,342,747.372
20+70.41
177,341.1049
2,343,402.0883
30+94.93
177,497.7349
2,344,298.6609
RP:
179,575.454
2,338,025.294
142.67'
S81° 17' 02'E
-
23.73'
-
N89° 28' 47'E
C
PT:
34+57.02
177,973.225
2,342,761.628
22+13.09
177, 319.4844
2, 343, 543.1139
31+18.66
177, 497.9504
2, 344, 322.3884
TYPE:
DELTA: 00° 30' 11.72"
LEFT
23.80'
N89° 49'E
26' 25'E
31'
58.21'
N75°
RADIUS: 5000.00'
LENGTH: 43.92'
TANGENT: 21.96'
22+36.89
177,319.6795
2,343,566.9125
31+76.88
177,512.5848
2,344,378.7326
MID-ORD: 0.05'
EXTERNAL: 0.05'
20.33'
N58° 56' 23'E
24.00'
N75° 26' 25'E
CHORD: 43.92'
COURSE: N 18° 56' 29.45" E
22+57.22
177,330.1688
2,343,584.3280
32+00.87
177,518.6174
2,344,401.9592
23.99'
N47° 53' 19'E
49.32'
N75° 26' 25'E
TANGENT DATA
22+81.21
177,346.2574
2,343,602.1265
32+50.19
177,531.0148
2,344,449.6909
DESCRIPTION
PT STATION
NORTHING
EASTING
START:
34+57.02
177,973.225
2,342,761.628
.
23.18'
N49° 04' 011
23.89'
N82° 09' 06"E
r
1
ci
END:
43+81.38
178,848.837
2,343,057.834
23+04.39
177,361.4447
2,343,619.6387
32+74.08
177,534.2775
2,344,473.3604
> o
=
a
LENGTH: 924.36'
COURSE: N 18° 41' 23.58" E
23.98'
N49° 04' 01 "E
46.68'
N88° 31' 19'E
z
23+28.37
177,377.1553
2,343,637.7543
33+20.76
177,535.4816
2,344,520.0228
Date:
2020-09—C
M&N Project
8341
Drawing code:
Drawing Scale.
Plot scale: 1:1
0
25.21'
N49° 04' 01 "E
23.99'
N88° 31' 19'E
23+53.58
177,393.6706
2,343,656.7978
33+44.75
177,536.1005
2,344,544.0078
J
Q
-
Dwn by: Ckd by:
KOONS REID
Submitted by:
MOFFATT & NICHOL
24.00'
N49° 04' 011
45.59'
N88° 31' 19'E
7
23+77.58
177,409.3949
2,343,674.9292
33+90.34
177,537.2766
2,344,589.5846
m
PROJECT TEMPORARY BENCHMARKS
23.57'
N49° 04' 01 "E
23.84'
S82° 08' 37'E
Designed by:
SMITH
Reviewed by:
REID
1—Final Design \8347—C609; Plotted: 9/25/2020 5:52 PM b,
24+01.15
177,424.8386
2,343,692.7371
34+14.19
177,534.0175
2,344,613.2043
B
NUMBER
NORTHING
EASTING
ELEVATION
DESCRIPTION
B
100
177,851.515
2,342,706.201
36.10
RBS
23.96'
N53° 04' 08'E
55.49'
S72° 40' 58'E
hdh 4700 FALLS OFRALEIGHNEUSENC RD,27609 SUITE 300
,
919-781-4626
moffatt & nichol NC FIRM LICENSE NO. F-0105
-
101
177,210.862
2,342,477.769
34.22
RBS
24+25.10
177,439.2327
2,343,711.8867
34+69.67
177,517.5015
2,344,666.1751
102
177,610.232
2,342,655.078
32.08
RBS
-
37.52'
N57° 04' 32'E
24.00'
S72° 40' 58'E
103
177,367.205
2,342,983.189
30.65
RBS
24+62.63
177,459.6266
2,343,743.3813
34+93.67
177,510.3577
2,344,689.0872
104
177,324.618
2,343,300.513
28.58
RBS
24.00'
N57° 04' 32'E
39.79'
S72° 40' 58'E
105
177,251.283
2,343,586.140
26.51
RBS
106
177,581.354
2,343,949.741
23.13
RBS
24+86.62
177,472.6709
2,343,763.5260
35+33.47
177,498.5125
2,344,727.0777
107
177,426.553
2,344,259.106
21.97
RBS
33.36'
N57° 04' 32'E
24.76'
S54° 39' 24'E
108
177,464.195
2,344,614.435
23.78
RBS
25+19.98
177,490.8027
2,343,791.5272
35+58.22
177,484.1917
2,344,747.2713
109
177,297.485
2,344,822.829
17.45
RBS
23.88'
N48° 09' 36'E
-
30.33'
S36° 37' 50'E
110
177,005.329
2,344,958.913
20.27
RBS
25+43.86
177,506.7322
2,343,809.3184
35+88.55
177,459.8520
2,344,765.3677
111
176,901.627
2,345,478.403
14.91
RBS
-
112
177,032.625
2,345,639.738
14.70
RBS
37.23'
N39° 15' 39'E
24.00'
S36° 37' S0'E
-
113
177,195.331
2,345,722.950
12.71
RBS
25+81.09
177,535.5584
2,343,832.8796
36+12.55
177,440.5930
2,344,779.6865
114
177,266.004
2,346,069.863
11.75
RBS
23.98'
N39° 15' 39'E
33.31'
S36° 37' S0'E
J
115
177,159.732
2,346,316.521
12.46
RBS
26+05.08
177,554.1262
2,343,848.0560
36+45.87
177,413.8578
2,344,799.5638
r is,,,i,' -1
0N2
,,pots
116
176,957.804
2,346,596.592
16.40
RBS
30.42'
N39° 15' 39'E
23.93'
S39° 55' 13"E
��`s,'�N CAR(3� ,,,
117
176,875.349
2,346,857.720
9.24
RBS
26+35.50
177,577.6827
2,343,867.3100
36+69.80
177,395.5022
2,344,814.9225
O.<;•'FESS
' O ';7
�;CZ-
a
�.....
-7
•'s
QI
23.93'
N56° 39' S7'E
41.59'
S43° 05' 29'E
! SEAL '
A
26+59.43.
177,590.8326
2,343,887.3028
37+11.39
177,365.1277
2,344,843.3378
A:
• 15869 ..:
•
o
28.63'
N75° 26' 42'E
24.00'
S43° 05' 29'E
•:•'
26+88.06
177,598.0274
2,343,915.0132
37+35.39
177,347.6016
2,344,859.7335
SEAL •i • R RE�� `�
i�
LL
23.99'
N75° 28' 08'E
20.70'
S43° 05' 29'E
���,�� o
,v
27+12.05
177,604.0476
2,343,938.2392
37+56.09
177,332.4874
2,344,873.8728
Sheet
Reference No.
27.56'
N75° 35' 48'E
26.07'
S43° 45' 36"E
FINAL
SUBMITTAL
in
co
37+82.16
177,313.6572
2,344,891.9051
ISSUED:2020-09-30
FOR BIDDING PURPOSES ONLY
C601
INDEX: 44 OF 89
J
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
e -
N/F I N/F i
FAULK MILTON M ANGELA P PRIVETTE DAVID S SANDRA R
314709.16.0775.000 I 314709.16.1768.000 I
DB 2119 PG 701 DB 1485 PG 316
4753 COLLEGE ACRES DR I 4757 COLLEGE ACRES DR
I
I
I
I
I
I
N/F I N/F
MICHAEL DEBORAH R HYMAN ROBERT B
314709.16.3736.000 314709.16.4727.000
DB 1918 PG 794 DB 5521 PG 562
4801 COLLEGE ACRES DR 0 4805 COLLEGE ACRES DR
N
Ito
(:fIYOF
GTON
NOR1 hl C:AROLINA
0
6" CREPELPPHA417
MYRTLE TREE
CREPE
I ((�
I
-
+
N
l
1
a
Q
MYRTLE TREE
I
NOTES:
D
BEGIN CONSTRUCTION �
I
1. FOR CONSTRUCTION BASELINE HORIZONTAL
D
o
STA 11+00.00 I
0
N 176,622.785
E 2,341,261.316
I
L
I
I
I
Tow
I
YARD INLET I
GRATE EL. 37.42
r� OF STRUCTURE
INV. EL 33.17 CONSTRUCTION I
CONTROLS SEE SHEET C601.
W
W 2. FOR TEMPORARY BENCHMARK INFORMATION SEE
I SHEET C601.
SHRUB T
�-•
v ,
e
I
- -
• .--rz
'ItlD96PP
C!') 3. FOR LEGEND OF EXISTING TOPOGRAPHY SEE SHEET
a
\� RCP .
A� .
-SD
SD-
SD15"
- - D
© TT.= �LLJJ .-�
u
-SD---SD---SD---SD---
w
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\
\
+
©
G002
N
T
j
YARD INLET
•'-' '
,
--- -- _T
4. UTILITY HORIZONTAL LOCATIONS ARE APPROXIMATE.
GRATE EL. 36.81
I
INV. EL 34.12
,
W. W 12" _-
CONTRACTOR SHALL VERIFY EXACT LOCATIONS
/
RIM - . 37.'2
I
YARD INLET
q OF ITURE
0 PRIOR TO CONSTRUCTION.
GRATE EL. 36.49
INV. EL 33.97 I
INV. EL. �9
INV. EL. 3 �`' (
N 85° 23' 41.91 " E
0
COLLEGE ACRES DRIVE SSMH _I
I
- -
5. WATER MAINS AND HOUSE CONNECTIONS VERTICAL
L
(60' PUBLIC RIGHT OF WAY)
-
-
INO
RIM EL 37.21
c
LOCATIONS ARE UNKNOWN. CONTRACTOR SHALL
INV. EL 29.19 _I
1.71
r
VERIFY EXACT LOCATIONS PRIOR TO CONSTRUCTION
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
COLLEGE ACRES DRIVE
UTILITY PLAN 1 OF 5
J
<
A
SS--��
� -SS-- S SS---._
AND DETERMINE IF VERTICAL ADJUSTMENT IS
© -SS---SS---SS---SS----T-T �S=�
_�
_ _ -SS-
REQUIRED TO MEET MINIMUM OFFSET.
- T --- T --
T T
®
� _�
� T
CRAPE MYRTLE
-
illi/
,_ARP
SD
---SD--
I 6. FOR VERTICAL WATER MAIN STORM DRAIN
- - -
-
SD
".
=""�-
+
- - -
IT --
1.i..1 CROSSING SEE CFPUA STANDARD DETAIL WS-11 ON
\\�
I EL 33.59 --- --- E
- E E
c� E -- E--- E
E --
0DROP INLET I
10" DOGWOOD GRATE EL. 36.78 I
TREE INV. EL 33.09 (N)
I
I
w¢
>3
% I
I
�RK403
15" RCP I
NDERGROUND INV. EL 33.78
TELEPHONE APPROXIMATE RIGHT OF WAY
MARKER I LINE, TYP
Z SHEET U502.
J
7. FOR HORIZONTAL WATER MAIN RELOCATION DETAIL,
=
C
INV. EL 33.11 (E)
I INV. EL 33.15 (S)
v.28" MAGNOLIA I�
TREE
I
N/F N/F
ENDOWMENT FUND OF THE UNC I STATE OF NORTH CAROLINA
AT WILMINGTON 314713.03.8441
314709.16.0488.000 I DB 3174 PG 915
DB 5397 2786 I 601 S COLLEGE RD
4758 COLLEGE ACRES DR I
•
I I
I
I I I
I III
3I
I I
I
p
w� =
�m
1
I
I
I
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I
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~
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~
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I
r
I
I
N/F I
ROMAN CATHOLIC DIOCESE RALEIGH N/F
314709.16.3551.000 I BURBIDGE MICHAEL F
DB 1326 PG 292 I 314709.16.4541.000
DB 5415 PG 345
4802 COLLEGE ACRES DR I 4806 COLLEGE ACRES DR
f , SEE SHEET U501.
Q
< 8. ALL WATER AND SANITARY SEWER CONSTRUCTION
SHALL BE IN ACCORDANCE WITH CAPE FEAR
PUBLIC UTILITY AUTHORITY STANDARD DETAILS AND
SPECIFICATIONS. FOR ADDITION INFORMATION SEE
CFPUA STANDARD DETAILS ON SHEETS U502 THRU
U505 AND THE SPECIFICATIONS.
9. WATER SERVICE LINES CANNOT BE SPLICED. A NEW
SERVICE MUST BE INSTALLED IF THE EXISTING
SERVICE LINE CANNOT BE ADJUSTED.
Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
'n \834/—Ul0/; Plotted. 9/25/2020 5:53 PM by BRYAN, ALLISOA, Saved: 9/
N/F
HYMANN/F
B I WHITE PHILLIP C RUTH B
314709.16.5727.000 I 314709.16.6738.000
I I
N/F
I NOLAND CAREY M I NICHOLAS GEOFFREY ETAL
I 314709.16.7728.000 314709.16.8729.000
N
DB 5481 PG 1490 DB 1262 PG 1781 O
4809 COLLEGE ACRES DR 04813 COLLEGE ACRES DR
O
DB 3827 PG 46 0 DB 5074 PG 1746
I 0
4IiII1I
B
I -
I
I I
I I
RELOCATE EXISTING FH WITHIN
N
0
RIGHT OF WAY AND
- UTILITY CONSTRUCTION LEGEND:
Lu
=
II
II
I
YARD INLET CONSTRUCTION I
J
I
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, NC 27609
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moffatt & nIchol NC FIRM LICENSE NO. F-0105
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U106
co
6c
INDEX: 50 OF 89
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1
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3
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1
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919-781-4
NC FIRM LICENSE
U107; Plotted:
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FOR
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2020-09-30
PURPOSES
ONLY
Reference No.
U107
h
INDEX: 51 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
14+00
50
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
50
I I I
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30
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PROPOSED
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20
— RIM
= 24.48
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EXISTING
RIM = 24.01
FINISHED
GRADE
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INV
=
13.54
FINISHED
GRADE RIM
= 20.40
RIM
INV=
= 21.30
12.45
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INV = 12.10 —
—
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RIM = 19.18
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13.00
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FOR
FINAL
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2020-09-30
PURPOSES
ONLY
Reference No.
U108
h
INDEX: 52 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
r
r 1
Mark Description Date Appr. J
D
C
� 1
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
UTILITY DETAILS
L
Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
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INDEX: 53 OF 89
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1
2
3
4
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1. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
2. PIPE & FITTING TO BE WRAPPED IN 10 MIL. PLASTIC OR 15 LB. ASPHALTIC FELT
PRIOR TO THRUST BLOCK BEING POURED.
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3. TEST PRESSURE SHALL NOT BE APPLIED FOR A MINIMUM OF 7 DAYS AFTER
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4. BRANCH SHALL NOT EQUAL RUN DIAMETER UNLESS APPROVED BY CFPUA
CITY OF WI
COLLEGE ACRES DRIVE
DRAINAGE IMPROVEMENTS
CAPE FEA
A
STANDARD D
/2019 2: 25 PM by DKOONS
COMPACTION NOTES:
!
8
ENGINEERING.
1. ALL ZONES: 95% STD EFFORT PER ASTM D698, EXCEPT AS STATED IN COMPACTION NOTE 2.
2. 12" SUBGRADE UNDER PAVEMENT: 98% STD EFFORT PER ASTM D698.
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PIPE EMBEDMENT TYPES
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CAPE FEAR PUBLIC UTILITY AUTHORITY
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CFPUA DETAIL DATE:
WILMINGTON, NC 28403
OFFICE. [phone]
SHEET NO:
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:A
WILMINGTON, NC 28403
ME OFFICE: [phone]
SHEET NO:
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:
WILMINGTON, NC 28403
OFFICE: [phone]
SHEET NO:
01/01/20
01/01/20
01/01/20
—
CFPUA REV. No: 2
stewardship. Sustainability. Service.
CFPUA REV. No: 2
j
stewardship.
Sustainability. Service.
CFPUA REV. No: 2
Stewardship. p. 5u5ta nab l ty. 5ervice.
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PRESSURE MAIN AND STORM DRAIN CROSSINO-HDPE.DWG Suds):-1 Pill Date:11/182019 Time:13:32 Justin Hanes: LayouI:MOOEL
12" OR SMALLER
PVC OR DIP
WATER OR
RESTRAINED JOINTS LENGTH
AS REQUIRED USING
FIELD APPLIED SYSTEMS BY EBAA
/ —
STORM /
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INSET
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M&N Project No.
8341
Drawing code:
Drawing Scale:
Plot scale: 1:1 (D
Plotted: 9/25/2020 6: 04 PM by BRYAN, ALLISON; Save
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OR EQUAL (TYPICAL EACH SIDE)
DRAIN/
NOT TO SCALE
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SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
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EACH SIDE
NO SERVICES
OF THE CROSSING.
ARE PERMITTED
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5' MAX COVER
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NOTES:USE
SANITARY
TO
1. PRESSURE CLASS 350 DIP, UNLESS SPECIFIED OTHERWISE.
SEWER, (OR CONC.NEEDED
2. BURIED PIPES, FITTINGS SHALL BE RESTRAINED.
NOTES:
LOCK FILLED
STABILIZE
0
Z.a.
ALL VALVES AND
3. MINIMUM DEPTH REQUIRED, UNLESS SPECIFIED OTHERWISE BY CFPUA:
IN DOT R/W, 36" MIN. TYPICAL, OR 24" MIN. WHEN CROSSING A
s
.,
1. MAY BE USED AS AN ALTERNATIVE TO CFPUA STANDARD DETAIL WS-10 (STORM
CROSSING) WITH APPROVAL BY CFPUA. SHALL NOT BE USED FOR DITCH CROSSINGS.EDGE
2. NO SERVICE CONNECTIONS, VALVES, TEES, ADDITIONAL FITTINGS OR APPURTENANCES
FORCE, OR FOUNDATION
WATER MAIN WITH CONC.) 8" MIN.12" MIN. FROM
OF PIPE
NOTES:
Q
a
DITCH LINE.
b. ALL OTHER LOCATIONS, 30" MIN.
w
SHALL BE INSTALLED ON HDPE.
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c. WHEN STORM DRAIN INVERT IS BURIED AT OR BELOW ABOVE
a
3. 45' VERTICAL BENDS MAY BE ELIMINATED IF OFFSET CAN BE ACHIEVED BY DEFLECTING
1. PIPELINE BRIDGING REQUIRED FOR VERTICAL SEPARATION LESS THAN 18 PER STATE
d:�
DEPTHS, WATER MAIN AND STORM DRAIN SHALL BE CONSTRUCTED
S:ILINEARASSETSPMIPROJECT MANAGEMENT12017 PROJECTS\STANDARDS U
PIPE WITHIN MANUFACTURER'S MAXIMUM BENDING RADIUS.
p
STANDARDS.
NOTES:
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,
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OF FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER
MAIN STANDARDS FOR A DISTANCE OF 10—FEET EACH SIDE OF
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4. HDPE SHALL BE MINIMUM OF DR-11 (200 PSI), DIPS, PE 4710, BLUE POTABLE WATER
)
MAINS AND GREEN SEWER FORCE MAINS. INSTALLATIONS IN PUBLIC RIGHT—OF—WAY ARE
SUBJECT TO NC DOT REQUIREMENTS, WHICH MAY INCLUDE USE OF DR-9 HDPE.
5. 45' VERTICAL BENDS MAY BE FUSED BY SUPPLIER PRIOR TO DELIVERY TO SITE.
6. THE HDPE CROSSING ASSEMBLY SHALL BE PRESSURE TESTED PRIOR TO ACTIVATING.
ABOVE GROUND PRESSURE TEST MAY BE ALLOWED WITH APPROVAL BY CFPUA.
r
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a
i
2. NO PIPE JOINTS ON STORM DRAINS BETWEEN PIERS.
�. STANDARD DRAWINGS ARE PROVIDED FOR
INFORMATION ONLY. MOFFATT ScNICHOL
ASSUMES NO RESPONSIBILITY OF DESIGN OR
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS
ARE THE LATEST VERSION AVAILABLE FROM
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235 GOVERNMENT CENTER DRIVE
WATER SEWER PIPELINES
235 GOVERNMENT CENTER DRIVE
1
O
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:
WILMINGTON, NC 28403
SHEET NO:
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:111.
WILMINGTON, NC 28403
SHEET NO:
SCALE: NOT TO SCALE
CFPUA DETAIL DATE:SHEET
WILMINGTON, NC 28403
NO:
Sheet
OFFICE: [phone]
OFFICE: [phone]
OFFICE: [phone]
CFPUA REV. No: 2
01I01I20 J
Stewardship. Sustainability. Service.
`
CFPUA REV. No: 2
01/01/20 J
Stewardship. Sustainability. Service.
CFPUA REV. No: 2
01/01/20 J
`tewardship. Sustainability. Service.
�,
FINAL
SUBMITTAL
Reference No.
in
ISSUED: 2020-09-30
U502
FOR BIDDING PURPOSES ONLY
INDEX: 54 OF 89
'``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
p
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
METER SETTER
WITH STAINLESS
STEEL STIFFENERS 5/8"x3/4" METER
iY OF
NO�ITOI�
X
i.
rill
1. ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY
OR1"METER
SINGLE METER BOX
` J
==
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
1"LINE
X
o
B
• �'h45" VAN*
1
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORMSINGLE�11'I��TO STATE RULES AND THE CFPUA'S MINIMUM TECHNICAL
kSERVICEaf
1.0
a
,�
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE
o
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-
'•�EXISTING
3"I'11
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL,
_
18"DB
_°
GROUND
MIN.I6"
MIN.
=MATERIAL
•
SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS
°
0
E C;�1D.iAi11'i THRUST ELOCH D',AG Time G9:51
if
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS.
'ATER SERVICE CONNECTION. SHORT.SIEE EWG Scale 1 1 Pill Dale: 912e.2019 Tlm.
CURB STOP
Description
18" MIN.
A
A
E
P
2. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
CORPORATION STOP
WITH STAINLESS
10" & SMALLER PIPE A A
SECTION X-X k
BENDS & TEES PLAN BENDS
X
PLAN
TEES
N
0
F,
TRAFFIC AREAS.
3. WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE. SEWER
STEEL STIFFENERS
PLAN
I
0
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE 18" INSIDE RIGHT-OF-WAY LINE.
4. ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS
METER
PAVED
STREET
BOX
METER SETTER (CTSxCTS)
SHALL ALSO BE CONSTRUCTED OF DIP.
MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
�� -"I
EXISTING
'GRADE
i'l5.
7
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
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6. NO FLEXIBLE COUPLINGS SHALL BE USED.
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BEDDING, ��-_9"MAX.
90 BENDS
45 BENDS
22-1/2 BENDS
TEES/PLUGS
45 VERT. BENDS
7. ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
AS SPECIFIED c�
SIZE
A
B
A
B
A
B
A
B
8. CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM
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ALL PROPERTY CORNERS.
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(11
3"
8"
6"
5"
6"
3"
7"
6"
8"
27"
w♦�.,
9. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM
_. =♦`i��
CURB STOP
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J
,NOANDS i1PDITIE 40 COPRA LNG DETAI.5,9 FIN;
PDATE 91481I.045`A0 CFPUA DYVG DETAILS19 FINAi
THE PROPERTY CORNER.
PDATE'.40 CFPUA DWG EETAILSI9 [NIL DETAIL DR4WIn
le _,
% BY CUSTOMER
4"
8"
9"
5"
8"
3"
11"
6"
9"
28"
6"
14"
11"
9"
9"
8"
8"
12"
9"
36"
10. UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER
30•
- -
�-
3" CLEAN FILL ALL AROUND LINE
8"
16"
16"
12"
12"
10"
13"
14"
13"
42„
SERVICES SHALL BE DISCONNECTED FROM MAIN.
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p
10"
18"
22"
15"
14"
14"
16"
18"
15"
50"
11. A MINIMUM OF 10' OF MAIN LINE, 5' UPSTREAM AND 5'
1" SERVICE LINE. CTS-PE TUBING,
I j
U
12"
20"28"
18"17"
16"
16"
22"18"
62"WATER
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
MAIN SDR 9 ASTM D2737 (TYP.)
a
z cc
14"
26
29
21
19
18"18
26
20"
72"
12. A MINIMUM OF 20' OF MAIN LINE, 10' UPSTREAM AND 10'
cc O
16"33"29"25"21"20"21"32"21"
83"
AGRAVITOYR
AONSEXISTING CMAI
CORPORATION STOP (SEE ABOVE)
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111
Lim
18"
40"
30"
28"
24"
22"
23
36"
24"
88"
MANHOLES CLAY SEWER S
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-
, . ` 0
NOTES
Llser:JUSTIN. MANES Eric: S.'.LINEARASSETSPII'iPROJECT MANAGEMENP,201T PIWDJECTSI-STANDARDS lJ
13. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL
User: JUSTIN.HANES File:SJLINEARASSETSPM'PROJECT MANAGEMENP2017 PROIEGT5t81481I.045-STANDARDS U
SECTION
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR R
DRAINAGE IMPROVEMENTS AND STREAM
CAPE FEAR PUBLIC
UTILITY AUTHORIP
STANDARD DETAILS 2
/2020 72:27 PM by ABR YAN
1. THRUST
ENGINEER
BLOCKING IS NOT PERMITTED EXCEPT IN SPECIAL
AND APPROVED BY CFPUA.
INSTALLATIONS WHERE DESIGNED BY
JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES
NOTES:
G'
W
,
=
F.
,.
,
2. ALLOW
3. BASED
4. ALL
5. PIPE
7-DAY MINIMUM CONCRETE CURE TIME BEFORE
ON 160 PSI TEST PRESSURE AND 2,000 PSF
BEARING SURFACES TO BE CARRIED TO UNDISTURBED
& FITTINGS TO BE WRAPPED IN 10 MIL PLASTIC
PLACING LOAD ON THRUST BLOCK
SOIL BEARING CAPACITY.
GROUND.
PRIOR TO THRUST BLOCK BEING POURED.
BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE
IS NOT PERMITTED
14. WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT
SHALL BE BURIED AT A MINIMUM OF THREE3
(3) FEET AND A
MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS
GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15. ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
1. NO JOINT SHALL BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER
STOP. ALL SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.
2. SERVICE SADDLES ON PVC MAINS SHALL BE WIDE BAND BRASS BODY.
3. METER BOXES SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48, CLASS
30B AND AASHTO H2O LOAD RATING STANDARDS.
4. WATER SERVICE LINE SHALL TERMINATE 18" WITHIN RIGHT-OF-WAY LINE.
5. WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY
CORNER.
6. SERVICE PIPING AND METER SETTER TO BE CENTERED IN THE METER BOX.
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CORNER.
BE INSTALLED BETWEEN THE MAIN SERVICE TAP AND THE METER
SHALL BE INSTALLED PERPENDICULAR TO MAIN.
ON PVC MAINS SHALL BE WIDE BAND BRASS BODY.
SUBJECT TO TRAFFIC LOADS SHALL CONFORM TO ASTM A48, CLASS
H2O LOAD RATING STANDARDS
LINE SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18" WITHIN
LINE..
BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY
3. CONTINUOUS 316 STAINLESS STEEL RODS (TEE TO VALVE AND VALVE TO HYDRANT) MAY BE
USED WITH COR-BLUE MJ T-BOLT AND GASKET KITS, AS AN ALTERNATIVE.
4. HYDRANT AND VALVE SHALL BE PLACED OUTSIDE DITCH LIMITS.
5. WEEP HOLES OPEN AND UNBLOCKED TO DRAIN.
6. MJ TEE SHALL BE RESTRAINED ON EACH SIDE OF MAIN PLUS MAIN VALVES, FITTING, OR
JOINTS WITHIN 10-FEET OF MJ TEE.
7. TRACING WIRE SHALL EXTEND ALONG HYDRANT LATERAL AND UP TO FINISHED GRADE WITH
2-FEET EXTENDED ABOVE THE BREAK RING OF HYDRANT.
1. STANDARD DRAWINGS ARE PROVIDED FOR
INFORMATION ONLY. MOFFATT & NICHOL
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7
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CFPUA DETAIL DATE1111110
WILMINGTON, NC 28403
SHEET NO:
Sheet
[phone]
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FPUAREV.No: 2
01/01/20
J`tewardship.
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Stewardship. Sustainability. Service.
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FINAL
SUBMITTAL
Reference No.
in
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ISSUED. 2020-09-30
U503
FOR BIDDING PURPOSES ONLY
INDEX: 55 OF 89
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1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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TYPE S MORTAR
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2. PROVIDE A MINIMUM DISTANCE OF SIX
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CORE HOLES. CORING THE MANHOLE
3. ALL MANHOLE MAIN LINE AND SERVICE
TO CROWN OF THE LARGEST DIAMETER
FOR LESS
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IN DEPTH SHALL BE A MINIMUM OF 5
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A MINIMUM OF SIX (6) INCHES BETWEEN EDGES OF
CONE IS NOT ALLOWED.
PIPING TO BE INSTALLED AT A MINIMUM OF CROWN
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1. SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN. SEWER SERVICES IN CUL-DE-SACS
ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE
AND TERMINATE AT RIGHT-OF-WAY LINE.
2. ALL SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF DIP,
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SCALE: NOT TO SCALE
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IMP OFFICE: [phone]
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—
CFPUA REV. No: 2
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FINAL
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in
CO
ISSUED: 2020-09-30
U504
FOR BIDDING PURPOSES ONLY
INDEX: 56 OF 89
6
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1
2
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1
2
3
4
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INDEX: 59 OF 89
``
1
2
3
4
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No.
6
INDEX: 60 OF 89
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1
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No.
104
INDEX: 61 OF 89
``
1
2
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4
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
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2. ALL EXISTING SIGNS THAT ARE DISTURBED DURING
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4/2020 7:54 PM by DKOONS
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No.
05
co
INDEX: 62 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
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NORMAL/WIDE
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1 -PAVEMENT MARKINGS AND SYMBOLS SHALL BE DESIGNED PER MUTCD
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WITH APPROVAL FROM CITY TRAFFIC ENGINEERING, AND INSTALLED IN
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TABLE
1
GENERAL NOTES
CITY OF WI
ACRES DRIVE /
IPROVEMENTS
CITY OF WI
STANDARI
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WITH UN
FOR
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SHOULDERS
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3-DURING APPLICATION THE EXISTING PAVEMENT SHALL NOT SHOW SIGNS
WIDTH OF
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SHALL BE
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DESIGNED PER MUTCD WITH APPROVAL
Q
OF MOISTURE AND BE CLEAN, FREE OF DIRT AND OIL, ETC.
THERMOPLASTIC SHALL ONLY BE INSTALLED WHERE PAVEMENT IS 50° F
AND RISING. PAINT SHALL ONLY BE INSTALLED WHERE PAVEMENT IS 40°
F AND RISING.
16' - 20
26:
30.
32'
z-
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3'
4'
6';,'10'
;,I
12.
12'
FROM CITY
IN ACCORDANCE
SPECIFICATIONS.
TRAFFIC ENGINEERING, AND INSTALLED
WITH NCDOT DIVISION 12
SEE SD 11-01.
a
COLLEGE
DRAINAGE I
72/2019 2:32 ,
STANDARD DETAIL
CITY OF
STANDARD
DETAIL
CITY OF
STANDARD DETAIL CITY OF
DATE: DECEMBER, 2011
GTON
DATE: 2003
GTON
DATE: OCTOBER,
2012
GTON
DRAWN BY JSR
PAVEMENT MARKINGS
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
DRAWN BY RLB
PAVEMENT
MARKINGS
CITYWILMINGTON
NORTH
ENGINEERING
CAROLINA
DRAWN BY JSR
GUIDELINES FOR
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
CHECKED BY BDR, P.E.
LINE TYPES
PO BOX 1810
WILMINGTON, NC 28402
CHECKED BY RLB/JRF
OFFSETS
C BOX
WILMINGTON,
NC 28402
CHECKED BY BDR,
P.E.
PAVEMENT
MARKINGS
PO BOX 1810
WILMINGTON, NC 28402
AND SYMBOLS
SCALE NOT TO SCALE
[phone]
SCALE NOT TO SCALE
[phone]
SCALE NOT TO
SCALE
910 341-7807
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SD 11-01
SD
11-02
SD 11-03
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STANDARD PARALLEL
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1) All signs
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effect at
the time of construction. Designer and Contractor shall utilize the latest edition of "City
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*STOP BAR
•+ W •. • W•_
of Wilmington
Specifications for Installation of Street Name Signs. Traffic Control Signs and Signs
N
TO
{1
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locations and dimensions are responsibility of the designer and shall be clearly
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projects, preferred
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color, intensity,
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50'
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3) In advance
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to City Traffic
Engineering for compliance review of material specifications only.
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1 -TYPICAL CROSSWALK DIMENSIONS ARE PROVIDED FOR REFERENCE. ALL
SHALL CONSIDER PEDESTRIAN, BICYCLE AND TRAFFIC
4)All non-standard
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���'11,
7 \_Active \_8.3
APPLICATIONS
CONDITIONS AND ARE SUBJECT TO ADA GUIDELINES AND MATERIAL
TRAFFIC SIGN
HARDWARE & MATERIALS AGREEMENT to be executedprior to acceptance. Contact CityI
p
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NOTES:
,ss%����� CAR
-N ',�
.0- -0- DIRECTION OF TRAFFIC FLOW
PAVEMENT MARKING SYMBOLS
1
* OPTIONAL
SPECIFICATIONS. LAYOUTS SHALL BE DIRECTED BY THE ENGINEER.
2—GENERALLY, STANDARD PARALLEL CROSSWALKS TO BE USED AT SIGNALIZED
INTERSECTIONS OR WHERE CROSSWALK TRAFFIC OR CONFLICT POINTS
AVERAGE. SPECIAL EMPHASIS CROSSWALKS AND HIGH VISIBILITY CROSSWALKS
ARE
Traffic Engineering.
5)Contractor
may be required
and delivered
shall contact City Inspector prior to sign installation and final acceptance. Modifications•
for compliance. All signs that are removed and not reinstalled shall be salvaged
to the City.
1. STANDARD DRAWINGS ARE PROVIDED FOR
INFORMATION ONLY. MOFFATT & NICHOL
ASSUMES NO RESPONSIBILITY OF DESIGN OR
.4s
. /
` ''••�•�••''•
O ;•FESS/�•.��
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A
ARE NEEDED AT BUSY SIGNALIZED INTERSECTIONS AND WHERE BICYCLE
PEDESTRIAN TRAFFIC REQUIRES INCREASED VISIBILITY.
AND
6)Street name
and traffic control signs shall be installed when streets are opened to the public.
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS
A:
15869
; t;'
•
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°
7) Developer/HOA
is responsible for proper maintenance of all signs until accepted by the City.
ARE THE LATEST VERSION AVAILABLE FROM
'"..... �
°
I
IWC.=TOF
THE DESIGNATED AGENCY.
SEAL1'. • R�z, RF-0
STANDARD DETAIL
CITY of
STANDARD DETAIL rriTn'I�r
STANDARD DETAIL
` { t '��i if ��� J
DATE: 2003
GTON
DATE: FEBRUARY, 2012
V V
11�_Vl.i
/�T
GTON
DATE: FEBRUARY,
2019
I
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1 ON
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'+�NORTHCAROLI'1
1
DRAWN BY RLB
PAVEMENT MARKINGS
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
DRAWN BY JSR
CROSSWALK
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
DRAWN BY JSR
STREET & TRAFFIC SIGNS
CITY OF WILMINGTON ENGINEERING
Sheet
CHECK.EDBY RLB/JRF
NON -SIGNALIZED INTERSECTIONS
Po Box 1810
WILMINGTON, NC 28402
CHECKED BY BDR, P.E.
PAVEMENT MARKINGS
PO BOX 1810
WILMINGTON, NC 28402
CHECKED BY BDR,
P.E.
REFERENCE DETAIL
PO Box 1810
WILMINGTON, NC 28402
FINAL
SUBMITTAL
Reference No.
N-
SCALE NOT TO SCALE
SHEET 1 of 2
[phone]
SD 11-04
SCALE NOT TO SCALE
[phone]
SD 11-11
SCALE NOT TO
SCALE
[phone]
SD 15-03
ISSUED. 2020-09-30
P
M
5j 01
FOR BIDDING PURPOSES ONLY
INDEX: 63 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
, 1
Q � � ~ N
U Ct
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TRAFFIC CONTROL NOTES:
1. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
►
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT
ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR
UNDESIRED OVERLAPPING OF DEVICES. MODIFICATIONS MAY INCLUDE:
r 1
Mark Description Date Appr. J
D
MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED
BY THE CITY OF WILMINGTON.
COLLEGE ACRES DR
DETOUR ROUTE 2. FOR ADDITIONAL INFORMATION SEE NCDOT TRAFFIC CONTROL STANDARD
DRAWINGS ON SHEETS TC501 THRU TC504.
S. COLLEGE RD
•
COLLEGE TRAFFIC CONTROL PHASING:
ACRES DR PHASE 1
a
DETOUR PRIOR TO ANY CONSTRUCTION OPERATIONS, PLACE AND COVER OFF —SITE
J DETOUR SIGNING AS SHOWN.
� OM 4- 9L
Z 21 "x15"
Q PHASE 2
ct
USING OFF —SITE DETOUR, UNCOVER DETOUR SIGNS, CLOSE COLLEGE ACRES DRIVE
TO ALL BUT LOCAL TRAFFIC AND CONSTRUCT BOX CULVERT, INLETS, JUNCTION
BOXES & PIPING AS INDICATED ON SHEET EC103 & EC106 AT CLEAR RUN
BRANCH.
PHASE 3
C
UPON COMPLETION OF BOX CULVERT REMOVE BARRICADES AND CONTINUE
CONSTRUCTION OF COLLEGE ACRES DRIVE DRAINAGE USING TEMPORARY LANE
CLOSURES, SEE NCDOT STANDARD DRAWING 1101.02, SHEET 1 OF 14 SHOWN ON
SHEET TC501. MAINTAIN ROAD CLOSURE TO ALL BUT LOCAL TRAFFIC FOR THE
DURATION OF WORK.
PHASE 4
�x•�Z RA CINE DR
`�6
UPON COMPLETION OF FINAL PAVEMENT SURFACE PLACEMENT REMOVE DETOUR
SIGNING AND OPEN COLLEGE ACRES DRIVE TO ALL TRAFFIC.
t�oS
rn
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TRAFFIC CONTROL LEGEND:
Z
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d.• 9/25/2020 6: 1,3 PM by BR
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PORTABLE SIGN, SEE NCDOT STANDARD DRAWING 1110.02,
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BIDDING
SUBMITTAL
PURPOSES
ONLY
Reference
No.
TC101
N-
co
SCALE: 1"=200'
INDEX: 64 OF 89
•
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
-
2
3
4
5
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ID 8341
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Designed by:
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Dwn by: Ckd b
KOONS RE
Reviewed by:
REID
Submitted by:
MOFFATT & NICHO
Design \8341—TC102,- Plotted 9/25/2020 6: 14 PM by Bf
B
MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED TEMPORARY PAVEMENT WIDENING TEMPORARY SHORING
BY THE CITY OF WILMINGTON.
EXISTING FIBER OPTIC
DUCT BANK TO REMAIN
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2. FOR ADDITIONAL INFORMATION SEE NCDOT TRAFFIC CONTROL STANDARD
DRAWINGS ON SHEETS TC501 THRU TC504. TYPICAL SECTION A —A — PHASE 1
hdh 4700 FALLS
RALOFEIGHNEUSENC RD,27609 SUITE 300
,
919-781-4626
moffatt & nIchol NC FIRM LICENSE NO. F-0105
SCALE: 1 "=10'
TRAFFIC CONTROL PHASE 1: TRAFFIC CONTROL LEGEND:
STEP 1 STATIONARY SIGN, SEE NCDOT STANDARD DRAWINGS 1110.01,
PRIOR TO ANY CONSTRUCTION OPERATIONS, PLACE AND COVER WORK ZONE SHEETS 1 THRU 3, SHOWN ON SHEETS TC501 & TC502.
ADVANCED WARNING SIGNS AS SHOWN.
• DRUM, SEE NCDOT STANDARD DRAWING 1130.01, SHOWN ON
STEP 2 SHEET TC502.
REMOVE AND REPLACE 18" RCP SIDE DRAIN PIPE AND CONSTRUCT NEW
CONCRETE DRIVEWAY. REMOVE PORTION OF 18" RCP SIDE DRAIN AND EXTEND ti,,,, TEMPORARY CRASH CUSHION, SEE NCDOT STANDARD DRAWING
i
1160.01, SHOWN ON SHEET TC503.
•
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No.
TC102
P: \ 834;
INDEX: 65 OF 89
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1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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Date:
2020-09-04
M&N Project
8341
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EXISTING 12" PVC SS TO REMAIN
Designed by:
SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
/ Design \8347—TC103; Plotted: 9/25/2020 6: l5 PM by PRY
B
MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED DUCT BANK TO REMAIN
BY THE CITY OF WILMINGTON.
NEW 3-12' x 4' RCBC
TEMPORARY SHORING
B
2. FOR ADDITIONAL INFORMATION SEE NCDOT TRAFFIC CONTROL STANDARD TYPICAL SECTION
A -A - PHASE 2
I/11 4700 FALLS OF NEUSE RD, SUITE 300
RALEIGH, NC 27609
919-781-4626
Ott & nIchol NC FIRM LICENSE NO. F-0105
DRAWINGS ON SHEETS TC501 THRU TC504. SCALE: 1"=10'
2.0'
9.0'
q MALLARD
9.0'
ST
2.0'
PAVED SHLDR
Jr
t
PAVED SHLDR
EXISTING 12" PVC SS
TO REMAIN
TRAFFIC CONTROL PHASE 2: TRAFFIC CONTROL LEGEND:
STEP 1 STATIONARY SIGN, SEE NCDOT STANDARD DRAWINGS 1110.01,
r,
APPROXIMATE EXISTING GRADE
UPON COMPLETION OF PHASE 1 CULVERT CONSTRUCTION, CONSTRUCT SHEETS 1 THRU 3, SHOWN ON SHEETS TC501 8c TC502.
TEMPORARY PAVEMENT WIDENING AS SHOWN. ---
- -
DRUM, SEE NCDOT STANDARD DRAWING 1130.01, SHOWN ON
STEP 2 SHEET TC502. EXISTING FIBER OPTIC
SHIFT LANE CLOSURE DEVICES AS SHOWN AND DIVERT TRAFFIC TO ONE —LANE, NEW 3-12' x 4' RCBC
DUCT BANK TO REMAIN
TWO—WAY OPERATION OVER COMPLETED CULVERT SECTION. TEMPORARY CRASH CUSHION, SEE NCDOT STANDARD DRAWING
o
F
LL
1160.01, SHOWN ON SHEET TC503.
TYPICAL SECTION A -A - PHASE 3
STEP 3
"=10'
CAR '
A
SCALE: 1
CONSTRUCT REMAINING PORTION OF CULVERT,REMOVE TEMPORARY PAVEMENT,�N
PORTABLE CONCRETE BARRIER (ANCHORED), SEE NCDOT
AND CONSTRUCT CONCRETE DRIVE APRON. REMOVE SHORING AND CONSTRUCT - - STANDARD DRAWINGS 1170.01, SHEETS 2 THRU 4, SHOWN ON
NEW PAVEMENT TO CENTER OF MALLARD STREET NOT INCLUDING FINAL SURFACE SHEET TC504.
LAYER. 10' o' 10' 20'
A
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TEMPORARY SHORING 1
15869 :.>
TRAFFIC CONTROL PHASE 3: SCALE: 1 "=10'
• •
•. ,:
o
STEP 1�'
'"I.N''\O
REMOVE LANE CLOSURE DEVICES AND USING FLAGGING OPERATIONS PER NCDOT 40' 0' 40' 80'
�,, T ,,.,`�
LL
I
Rt
STANDARD DRAWING 1101.02, SHEET 1 OF 15, REMOVE TEMPORARY PAVEMENT
`SEAL'�'ti,gii �,gj J
O
SCALE: 1 =40
-,
AND CONSTRUCT FINAL PAVEMENT SURFACE, PAVEMENT MARKING AND
PERMANENT GUARDRAIL.
Sheet
STEP 2
FINAL
SUBMITTAL
Reference
No.
REMOVE ALL TRAFFIC CONTROL SIGNING AND OPEN TRAFFIC TO TWO—LANE,
TWO—WAY TRAFFIC.
ISSUED: 2020-09-30
FOR BIDDING PURPOSES ONLY
TC103
INDEX: 66 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
BE
10o' TO 200'
PREPARED ONE LAN
OF
OLINA
iPORTATION
HIGHWAYS
N.C.
OF
OLINA
iPORTATION
HIGHWAYS
N.C.
„r
20' 20'
K }
4111(!
TO
W20-7a
48" X 48"
STOP ROAD
AHEAD
W3-4
48" X 48"
MO-4-
48" X 46"
1 GTON
NOR'] I -I CAROLINA
MAX.
MAX.
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DESIGN
MINIMUM SIGHT DISTANCE
MINIMUM
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Q =
V
LONGITUDINAL
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H U
CD
SPEED
«
«»
♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦
« «
Q y
(MPH)
STOPPING SIGHT dISTANCE
(FEET)
PASSING SIGHT DISTANCE
(FEET)
BUFFER SPACE
(FEET)
czt
-
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O J
♦
MOP' » ♦ ♦
WORK AREA
A%
A
DC 0 I --I Q
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200
1090
85
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2-WAY
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,
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35
250
1280
120
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50'
TRAFFIC
TAPER
BUFFER
BUFFER
STREAM
TAPER
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1
CI
LU
CI
40
305
1470
155
T
1
Q
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CI
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MAX.
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50' 100' SPACE SPACE 100'
T
T
BE
ONE LAN
45
360
1625
195
PREPARED
ROAD TO STOP
AHEAD
W20-4 W3-4 W20-7a
4.
50
425
1835
240
48" X 48" 48" X 48" 48" X 48'
55
495
1985
290
c
i FOR
ORES
E CLOSED
i FOR
TABLES
TANCE
Descriptio
INSET FOR 2-LANE ROADWAYS
WITH 2-WAY TURN LANE
so
570
2135
345
ALL OTHER DEVICES ARE THE SAME AS ABOVE
65
645
2285
405
« MIN'70
730
2480
470
CENTER LANE
—♦ ! ♦ ♦ - � ♦• —
CENTER LANE
CLOSED
s f
♦
WORK AREA
•♦
CLOSED
1.�
_
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75
820
2580
540
(D V3
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z
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A
•
48W2X 48"
E--I O J
80
910
2680
615
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H Vol ❑
o
HI
AAA
2-WAY
DOWN
CC
eC
W
TRAFFIC
TAPER
`UFFERT
UFFER
STREAM
TAPER
CIill>
© 7-:
Q
Z
50'-100'
SPACE
SPACE
-QZ
100'
[C rn
(C
_ O
ROADWAY STANDA
TEMPORARY LI
2-LANE, 2-WAY ROAI
ROADWAY STANDA
TRAFFIC CONTROL
BUFFER SPACE &
OF WILMINGTON
DRIVE AND CLEAR RUN BRANCH
ENTS AND STREAM RESTORAT
RAFFIC CONTROL
) DRAWINGS 1 OF 4
GENERAL NOTES FOR FLAGGING OPERATIONS 11- IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
1- REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR "L" DISTANCE AND SIGN SPACING. PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
GENERAL NOTES
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE WARNING MEASURES ALREADY EXIST.
UPSTREAM SIDE OF TRAFFIC.
3- REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE GENERAL NOTES FOR PILOT CAR OPERATIONS
DOWNSTREAM SIDE OF TRAFFIC.
1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND
STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE
VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO
GREEN BOOK FINAL OF STOPPING SIGHT REQUIREMENTS.
C
1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
4- PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
THE POSTED SPEED LIMIT. 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EOP TO EOP)) CONES MAY NOT BE REQUIRED
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
5- EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS THE WORK AREA I� USING A PILOT CAR.
PROVIDED TO THE FLAGGER (REFER TO RSD. 1101.11, SHEET 2).
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
4 MOUNT SIGN G20 4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01 THE PILOT VEHICLE.
TO MAKE DETERMINATION DISTANCE
2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE
FOR WET AND LEVEL PAVEMENTS.
3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING
SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS
STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE
C
O
0
FOR SKINNY DRUM REQUIREMENTS.
5- DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. CLOSURE MEASURED FROM THE BEGINNING OF THE MERGE
LEGEND
STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE
F.
CITY
OLLEGE ACRES
NAGE IMPROVEM
NCDOT T
STANDAR(
2:36PMlyDI
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) TAPER TO THE END OF THE LANE CLOSURE.
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT. 6- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS.
FLAGGER
AL CONE
SIGN
IS PROVIDED.
4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS
INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
11 PORTABLE
SHEET 1 OF 14
PASSING/NO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
SHEET 2 OF 4
AS DIRECTED BY THE ENGINEER.
Aim DIRECTION OF TRAFFIC FLOW
1 1 O 102
1101.11
.
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STATE OF
NORTH CAROLI
OF TRANSPOI
ISION OF HIG
RALEIGH, N.1
STATE OF
NORTH CAROLI
OF TRANSPOI
ISION OF HIG
RALEIGH, N.1
ce
M&N Project No.
8341
Drawing code:
Drawing Scale:
Plot scale: 1:1 (D S
PM by BRYAN, ALLISON,. SoVE
ADVANCE WARNING SIGN
SPACING CHART
LATERAL CLEARANCE:
SIGN FACE
o
RECOMMENDED
DISTANCE BETWEEN SIGNS
CURB & GUTTER
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0
POSTED SPEED LIMIT
(FEET)±
SECTIONS CURB & GUTTER
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350
350
WITHOUT PAVED SHOULDER
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55
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500
500
URBAN = 2' MIN.
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2-
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7' MIN.
RD DRAWING FOR
RK ZONE SIGN;
LATERAL CLEARAN
DO FALLS OF NEUSE RD, SUITI
RALEIGH, NC 27609
919-781-4626
NC FIRM LICENSE NO. F-01 C
- TC501,. Plotted: 9/25/
DISTANCE TO 4TH SIGN
REPEAT FOR ANY CONSECUTIVE SIGNS
L DISTANCE TO 3RD SIGN
. DISTANCE TO 2ND SIGN
L DISTANCE TO 1ST SIGN
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EMBEIIIDMENT
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REFERENCE
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hdh4
moffatt & nich
�—Final Design \8,:
GENERAL NOTES
1- DIMENSIONS SHOWN ARE MINIMUM VALUES. WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL
DEVICES SUCH AS DRUMS, BARRIER, OR OTHER OBJECTS THAT DETRACT FROM THEIR VISIBILITY,
MOUNT THE SIGNS AT AN APPROPRIATE HEIGHT SUCH THAT THEY ARE CLEARLY VISIBLE TO
APPROACHING TRAFFIC.
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Li.
2- MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE WOOD OR
Z
1
In
GENERAL NOTES
Q Q
U-CHANNEL SUPPORTS. PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY SUPPORT LARGER AREAS
ON A SINGLE SUPPORT. FOLLOW MANUFACTURER'S RECOMMENDATIONS. THESE SYSTEMS SHALL BE
y =
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1- REFER TO 2009 MUTCD OR THE LATEST EDITION.
2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED.
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
~ {n
NCHRP 350 COMPLIANT AND NCDOT APPROVED.
3- REFER TO STANDARD SPECIFICATION 1089-1 FOR WORK ZONE SIGNS.
4- REFER TO STANDARD SPECIFICATION 1089-2 FOR WORK ZONE SIGN SUPPORTS.
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USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
SHEET 4 OF 4
5- REFER TO RSD. 903.20 FOR WOOD POSTS.
SHEET 1 OF 3
•
O
•••
•
••
LN
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
1 1 0 1 . 1 1
6- REFER TO STANDARD SPECIFICATION 903-1 FOR WOOD SUPPORTS.
1 1 1 0 ■ 0 1
•
NOTES:
`SEAL 17 i; R►
1. STANDARD DRAWINGS ARE PROVIDED FOR INFORMATION ONLY.
0
MOFFATT & NICHOL ASSUMES NO RESPONSIBILITY OF DESIGN OR
Sheet
o
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS ARE THE LATEST
VERSION AVAILABLE FROM THE DESIGNATED AGENCY.
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference
No.in
TC501
co
INDEX: 67 OF 89
iLz
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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DIRECTION OF
TRAFFIC
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ROADWAY STANDARI
STATIONARY WOR
SPLICING
ROADWAY STANDARI
STATIONARY WOR
PERFORATED SQUAR
OF WILMINGTON
IVE AND CLEAR RUN BRANCH
NTS AND STREAM RESTORATIOI
AFFIC CONTROL
DRAWINGS 2 OF 4
INSTALL THE GROUND SUPPORT {STUB) BETWEEN THE SIGN SUPPORT AND THE
APPROACHING TRAFFIC IN THE ADJACENT TRAVEL LANE.
BOLTS MUST BE 4" APART. THE GROUND SUPPORT (STUB) SHALL NOT
EXTEND HIGHER THAN 4" ABOVE THE GROUND. ATTACH THE SIGN SUPPORT
TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRIATE
HARDWARE PROVIDED BY THE MANUFACTURER OF THE BREAKAWAY SYSTEM.
OVERALL LENGTH OF THE BREAKAWAY SYSTEM IS 6".
ANCHOR
2/2. y
"
GENERAL NOTES 3 LB. U-CHANNEL SPLICING REQUIREMENTS
HEAVY DUTY ANCHOR
C
1- ALL TRAFFIC CONTROL DEVICES, INCLUDING BREAKAWAY SYSTEMS FOR GROUND MOUNTED SIGN 1- WHEN SIGN IS REMOVED AT THE END OF PROJECT, REMOVE THE GROUND SUPPORT (STUB).
SUPPORTS, COMPLY WITH ALL NCHRP REPORT 350 REQUIREMENTS AND SHALL BE APPROVED BY
THE DEPARTMENT. 2- WHEN SPLICING A U-CHANNEL SUPPORT, INSTALL THE GROUND SUPPORT (STUB) APPROXIMATELY
36" TO 42" INTO THE GROUND WHILE LEAVING NO MORE THAN 4" ABOVE THE EXISTING GROUND
2- INSTALL THE BREAKAWAY SYSTEM TO FUNCTION PROPERLY IN ACCORDANCE WITH THE DIRECTION ELEVATION. REMOVE ENOUGH SOIL FROM AROUND THE GROUND SUPPORT (STUB) TO PERMIT
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OF TRAFFIC ADJACENT TO THE SIGN. ACCESS TO THE HOLES FOR THE BREAKAWAY SYSTEM. ONCE THE BREAKAWAY SYSTEM IS
TIGHTENED, REPLACE THE SOIL AND TAMP.
CITY
COLLEGE ACRES DR
AINAGE IMPROVEMEI
TR
STANDARD
192:36PMlyDK(
3- FOR PERFORATED SQUARE TUBING BREAKAWAY SYSTEMS, FOLLOW THE MANUFACTURER'S
RECOMMENDATIONS FOR ANCHOR EMBEDMENT DEPTHS AND POST ATTACHMENT REQUIREMENTS. 3- OVERALL LENGTH OF THE BREAKAWAY SYSTEM IS 6". BOLTS MUST BE 4" APART. ATTACH THE
GENERAL NOTES
SIGN SUPPORT TO THE BACK OF THE GROUND SUPPORT (STUB) WITH THE APPROPRIATE
HARDWARE SUPPLIED BY THE MANUFACTURER OF THE BREAKAWAY SYSTEM.
1 POSTS SHALL BE 21/2" X 21/2" 12 GAUGE STEEL.
2- ANCHORS SHALL BE 3" X 3" 7 GAUGE STEEL.
4- INSTALL U-CHANNEL BREAKAWAY SYSTEMS SO THE GROUND SUPPORT (STUB) IS INSTALLED ON
SIDE OF SIGN SUPPORT
SHEET 2 OF 3
SHEET 3 OF 3
THE APPROACH TRAFFIC WHILE THE IS ATTACHED/SPLICED BEHIND THE
GROUND SUPPORT (STUB).
♦
1 1 1 0 ■ 0 1
3- CONNECTIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER.
1 1 10201
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SPECIFICATIONS
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PLACE SIGN BEYOND SHOULDER
POINT IF IT CANNOT BE INSTALLED
PLUMB. IF SIGN IS PLACED WITHIN
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2020-09-30
PURPOSES
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TC502
co
INDEX: 68 OF 89
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CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
AINAGE IMPROVEMENTS AND STREAM RESTORATION
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10- ALL BARRICADES MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST.
1- ACHIEVE BALLASTING BY USING SPECIAL WEIGHTED BASES SUCH AS SAND BAG RINGS, DOUBLING
CONES, OR BASES THAT CAN BE FILLED WITH BALLAST. SEVENTY PERCENT OF THE WEIGHT OF THE
CONE MUST BE IN THE BASE. USE BALLAST'S THAT DO NOT PRESENT A HAZARD WHEN STRUCK.
2 ALL CONES MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCTS LIST.
11 PLACE MANUFACTURER'S NAME AND FEDERAL HIGHWAY ADMINISTRATION'S NCHRP 350 APPROVAL
LETTER NUMBER ON BARRICADE FRAME.
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HEAVY OBJECTS SUCH AS ROCKS, CHUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD CAUSE DAMAGE
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FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference
No.in
TC503
co
INDEX: 69 OF 89
a3
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NOTES
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1- BARRIER CAN ONLY BE ANCHORED ON ASPHALT OR CONCRETE SURFACES. 8- FOR BARRIER SECTIONS THAT EXTEND ACROSS CONCRETE JOINTS, DO NOT ANCHOR ON BOTH
SIDES OF THE JOINT, OMIT THE ANCHOR CLOSEST TO THE JOINT.
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2- BARRIER CAN ONLY BE PLACED ON ASPHALT OR CONCRETE SURFACES UNLESS OTHERWISE
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EXTENDING ABOVE THE NUT. DO NOT PROTRUDE THE TOP OF THE ANCHOR ABOVE THE SIDE OF
3- EACH 10 FT. SECTION OF BARRIER REQUIRES 2 ANCHOR ASSEMBLIES ON THE SIDE OF TRAFFIC THE BARRIER.
GENERAL NOTES
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10-COAT ANCHORS USED WITH THE ADHESIVE BONDING ANCHORING SYSTEM WITH A DEBONDING
4- EXPANSION ANCHORS WILL NOT BE PERMITTED FOR USE ON BRIDGE DECKS. AGENT SO THE ANCHORS CAN BE EASILY REMOVED. DO NOT REDUCE THE STRENGTH OF THE
ANCHOR SYSTEM WITH THE DEBONDING AGENT.
5 DO NOT DRILL HOLES INTO PRESTRESSED CONCRETE BRIDGE DECK PANELS.
11- ONCE REMOVED, COMPLETELY FILL ANCHOR HOLES WITH AN APPROVED, NON -SHRINK,
1 USE BALLAST AS SPECIFIED BY THE MANUFACTURER. b0 NOT PLACE BALLAST ON 4- REFER TO STANDARD SPECIFICATIONS FOR ROADS AND INSTRUCTIONS FOR
TOP OF THE DRUM. ADDITIONAL REQUIREMENTS.
2- IF NECESSARY, PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON 5- ALL SKINNY DRUMS MUST BE LISTED ON THE DEPARTMENT'S APPROVED
NON-RETROREFLECTIVE SURFACES. SHOW THE LETTERS AND NUMBERS USING A PRODUCTS LIST.
NON-RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
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1. STANDARD DRAWINGS ARE PROVIDED FOR INFORMATION ONLY.
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2. CONTRACTOR SHALL VERIFY ALL STANDARDS ARE THE LATEST
VERSION AVAILABLE FROM THE DESIGNATED AGENCY.
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference
No.in
TC504
co
ic
IF3
INDEX: 70 OF 89
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1
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3
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EROSION CONTROL NARRATIVE:
I/11 4700 FALLS OF NEUSE RD, SUITE 300
RALEIGH, NC 27609
919-781-4626
Ott & nlchol NC FIRM LICENSE NO. F-0105
THIS PROJECT INCLUDES DRAINAGE IMPROVEMENTS ALONG COLLEGE ACRES DRIVE, STREAM RESTORATION AND ENHANCEMENT, INVASIVE VEGETATION MANAGEMENT, CULVERTS AT COLLEGE
ACRES DRIVE AND MALLARD STREET, RETAINING WALL CONSTRUCTION, AND ADDRESSING ASSOCIATED UTILITY CONFLICTS. THE PROJECT WILL HELP TO ACCOMMODATE STORM FLOWS FROM
UPSTREAM DEVELOPMENT AND RECONFIGURE THE CHANNEL TO A STABLE DESIGN WITH READY CONNECTION TO THE ADJACENT FLOODPLAIN, ALLEVIATING FLOODING AND EROSION ALONG THE
CHANNEL. THE PROPOSED APPROACH TO EROSION AND SEDIMENTATION CONTROL INCLUDES A NUMBER OF MEASURES FOR BOTH THE DRAINAGE IMPROVEMENTS AND STREAM RESTORATION.
CONSTRUCTION WILL BEGIN AT THE UPPERMOST REACH OF THE STREAM CHANNEL WITH THE REPLACEMENT OF THE CULVERT ACROSS COLLEGE ACRES DRIVE. DRAINAGE IMPROVEMENTS AND
STREAM RESTORATION WORK MAY BE COMPLETED CONCURRENTLY AFTER THE REPLACEMENT OF THE CULVERT. CONSTRUCTION ENTRANCES WILL BE DESIGNATED AS SHOWN ON SHEET EC106
8c EC107. THE PRIMARY EROSION CONTROL MEASURES USED ALONG COLLEGE ACRES DRIVE ARE INLET PROTECTION AROUND EXISTING AND NEWLY INSTALLED DRAINAGE INLETS, TEMPORARY
1
AND PERMANENT SEEDING, STRAW MULCHING AND SOD INSTALLATION. THE PRIMARY MEASURES USED DURING THE STREAM CONSTRUCTION INCLUDE TEMPORARY STREAM CROSSINGS, A
PUMP —AROUND REQUIREMENT FOR THE WORKING AREA, FILTERING OF WATER DISCHARGED FROM DEWATERING PUMPS, DAILY STABILIZATION OF THE WORKING AREA, TEMPORARY SILT FENCE
INSTALLATION FOR THE RETAINING WALL AND SEWER RELOCATION WORK (STATION 20+00), COIR MATTING ON THE MAIN CHANNEL AND FLOODPLAIN BANKS, STRAW MULCH IN THE LEGEND
FLOODPLAIN, TEMPORARY AND PERMANENT SEED AND EXTENSIVE TREE, SHRUB AND WETLAND PLUG PLANTINGS.
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DISTURBED AREA
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2020-09-30
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ECO01
INDEX: 71 OF 89
J
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
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INITIAL SITE PREPARATION:
1. CONTACT NORTH CAROLINA "ONE CALL" CENTER BEFORE
ANY EXCAVATION.
2. CONTACT THE NCDEMLR LAND QUALITY SECTION BEFORE ANY WORK ON THE PROJECT BEGINS TO NOTIFY THEM OF THE START DATE.
3. INSTALL ROCK CONSTRUCTION ENTRANCES PER THE PLANS.
Mark Description Date Appr. J
4. INSTALL TEMPORARY STREAM CROSSINGS.
D
5. INSTALL TREE PROTECTION FENCING AND SAFETY FENCING PER THE PLANS, INCLUDING SAFETY FENCING AROUND EXISTING SANITARY SEWER MANHOLES ALONG THE STREAM.
6. SET UP ADDITIONAL EROSION CONTROL MEASURES AS OUTLINED IN THE PLANS.
7. INSTALL AND MAINTAIN AN ONSITE RAIN GAGE AND LOG BOOK FOR RECORDING RAIN DATES. COMPLETE SELF INSPECTION AS REQUIRED BY THE EROSION CONTROL PERMIT.
STREAM RESTORATION CONSTRUCTION SEQUENCE:
1. CONSTRUCTION SHALL GENERALLY BEGIN AT THE UPSTREAM END OF THE CREEK AND WORK DOWNSTREAM TOWARDS
MALLARD STREET.
2. BEGIN BY INSTALLING THE BOX CULVERT, ASSOCIATED INLETS, GRADING AND STABILIZATION AT COLLEGE ACRES DRIVE WHILE FOLLOWING THE PUMP -AROUND REQUIREMENTS DETAILED ON SHEET EC501. SEE SHEET EC106 WHERE THESE
INLETS ARE IDENTIFIED. FOLLOW THE TRAFFIC CONTROL PLAN REQUIREMENTS DURING THIS INSTALLATION.
3. CONSTRUCTION OF THE RETAINING WALL AND SEWER LINE RELOCATION (STREAM STATION 20+00) MAY TAKE PLACE WHILE CULVERT CONSTRUCTION IS UNDERWAY AFTER INSTALLING THE TEMPORARY SILT FENCE AND REROUTING THE
STREAM IN THAT LOCATION PER THE PLANS.
r 1
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
EROSION CONTROL
CONSTRUCTION SEQUENCING
NOTES
L J
4. WORK ON THE MALLARD STREET CULVERT MAY OCCUR AT THE SAME TIME AS THE COLLEGE ACRES CULVERT FOLLOWING THE PUMP -AROUND REQUIREMENTS DETAILED ON SHEET EC501.
5. AS WORK MOVES TO THE UPSTREAM END OF THE FLOODPLAIN GRADING AREA, BEGIN NECESSARY CLEARING AND STOCKPILE APPROXIMATELY THE TOP 6 INCHES OF TOPSOIL. STOCKPILE THE TOPSOIL WITHIN THE CURRENT CLEARED
WORK AREA FOR REAPPLICATION IN THAT AREA. IN LOCATIONS WHERE SOIL IS STOCKPILED FOR LONGER PERIODS, INSTALL A SILT FENCE PROTECTIVE BARRIER TO PREVENT SOIL FROM WASHING DOWN SLOPE.
6. HARVEST TREES AND WOODY DEBRIS FOR USE IN LOG STRUCTURES, BRUSH TOE BANK PROTECTION AND FOR ROCK/WOOD RIFFLE CONSTRUCTION.
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7. CLEARING AND GRUBBING SHALL NOT EXTEND MORE THAN 150 LINEAR FEET AHEAD OF IN -STREAM WORK.
8. INSTALL THE PUMP -AROUND SYSTEM AND DEWATERING PUMP SYSTEM BEFORE BEGINNING ANY GRADING WORK IN THE MAIN STREAM CHANNEL.
9. HARVEST IN -STREAM WOOD, LEAF DEBRIS AND ROCK FOR USE IN ROCK/WOOD RIFFLES.
10. CONTRACTOR SHOULD ATTEMPT TO CONSTRUCT CHANNEL OFFLINE WHERE FEASIBLE.
11. CONTRACTOR SHALL NOT DISTURB MORE ACTIVE STREAM CHANNEL THAN CAN BE STABILIZED WITH SEED MULCH AND MATTING BY THE END OF THE DAY. EXCESS CUT MATERIAL MAY BE STOCKPILED AND PROTECTED FROM WASHING
DOWN SLOPE WITH A SILT FENCE PERIMETER OR HAULED TO A PERMITTED DISPOSAL SITE.
12. GRADE THE CHANNEL AND FLOODPLAIN AND BUILD IN -STREAM STRUCTURES PER THE PLAN, CROSS SECTIONS AND PROFILES.
13. WHEN FILLING IN THE EXISTING STREAM CHANNEL, USE ONSITE MATERIAL AND COMPACT THE CHANNEL IN 12-INCH LIFTS.
14. WHEN GRADING WORK IS COMPLETE, REAPPLY STOCKPILED TOPSOIL AND SEED AND STRAW DISTURBED AREAS AND INSTALL COIR FIBER MATTING OVER STRAW IN REQUIRED LOCATIONS PER THE PLANTING PLAN.
15. REMOVE OR RELOCATE TEMPORARY STREAM CROSSINGS AS WORK PROGRESSES DOWNSTREAM.
16. DOWNSTREAM DEBRIS CLEARING AND INVASIVE VEGETATION REMOVAL/CONTROL WORK THROUGHOUT THE PERMANENT DRAINAGE EASEMENT AREA MAY OCCUR WHILE OTHER STREAM WORK IS UNDERWAY PER THE APPROVED INVASIVE
MANAGEMENT PLAN PROVIDED BY THE CONTRACTOR.
17. PLANT TREES, SHRUBS AND PLUGS PER THE PLANTING PLAN.
COLLEGE ACRES DRIVE CONSTRUCTION SEQUENCE:
B
1. BEGIN BY INSTALLING THE BOX CULVERT, ASSOCIATED INLETS, GRADING AND STABILIZATION AT COLLEGE ACRES DRIVE WHILE FOLLOWING THE PUMP -AROUND REQUIREMENTS DETAILED ON SHEET EC501. SEE SHEET EC106 WHERE THESE
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hdh 4700 FALLS ENEUSE RD, SUITE 300
, NC 27609
919-781-4626
moffatt & nichol NC FIRM LICENSE NO. F-0105
L
INLETS ARE IDENTIFIED. FOLLOW THE TRAFFIC CONTROL PLAN REQUIREMENTS DURING THIS INSTALLATION.
2. GENERALLY WORK FROM DOWNSTREAM TO UPSTREAM WHEN INSTALLING THE STORM DRAINAGE INFRASTRUCTURE.
3. INSTALL PIPE INLET PROTECTION MEASURES AT THE END OF EACH WORK DAY.
4. MINIMIZE DISTURBANCE AND IMPACTS TO ADJACENT VEGETATION WHEN INSTALLING THE PROPOSED SIDEWALK, ASPHALT PAVEMENT AND DRIVEWAYS.
5. COMPLETE 1" FINISH ASPHALT LIFT AT ONE TIME, CONTINUOUSLY
GENERAL EROSION CONTROL NOTES:
FOR ENTIRE PROJECT LENGTH.
1. INSPECT ALL SEDIMENT CONTROL MEASURES TWICE EVERY
SEVEN CALENDAR DAYS AND AFTER EACH RAINFALL EVENT THAT EXCEEDS 4 OF AN INCH IN DEPTH.
2. CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT TRACKING OF SEDIMENT.
3. SOIL STABILIZATION SHALL BE ACHIEVED WITHIN 7 CALENDAR DAYS AFTER LAND DISTURBING ACTIVITY HAS CEASED, TEMPORARILY OR PERMANENTLY, ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3:1. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
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4. FOR PLANTING/SEEDING REQUIREMENTS, REFER FIRST TO THE LANDSCAPING (LS) SHEETS OF THESE PLANS. AREAS WHERE NO PLANTING REQUIREMENTS ARE SPECIFICALLY DETAILED SHALL BE SEEDED AND MULCHED PER THE EROSION
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CONTROL SPECIFICATIONS REGARDING TEMPORARY AND PERMANENT SEEDING.
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5. FOR STREAM AND FLOOD PLAIN PERMANENT STABILIZATION SEE TYPICAL SECTION ON SHEET EC301.
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• 15869
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6. AT CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH, EQUIPMENT AND STOCKPILED MATERIALS.
•••�•••
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7. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING CONSTRUCTION ENTRANCES, FOLLOWING THE COMPLETION OF CONSTRUCTION. RETURN CONSTRUCTION ENTRANCE AREAS TO ORIGINAL GRADES AND STABILIZE WITH
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Sheet
FINAL SUBMITTAL
Reference No.
co
ISSUED: 2020-09-30
ECOO2
FOR BIDDING PURPOSES ONLY
INDEX: 72 OF 89
1
2
3
4
1 5
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
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4
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Designed by: Date: Rev.
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Reviewed by: Drawing code:
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2020-09-30
PURPOSES
ONLY
Reference
No.
EC107
h
`�
INDEX: 79 OF 89
J``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
EROSION CONTROL LEGEND:
LIMITS OF DISTURBANCE
— —
NCDOT TEMPORARY SILT FENCE, SEE
B
0 0 0 0 0
DETAIL C3 ON SHEET EC502.
_
INLET PROTECTION, SEE CITY OF
WILMINGTON STANDARD DETAILS ON
SHEET EC503.
MLN
L
D O
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TREE PROTECTION DURING
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RALEIOF(
919
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KRIS B,
ENGINEE
7—Final Design \ 8341—EC108; F
<0> EXISTING SANITARY SEWER MANHOLE
SAFETY FENCE SEE DETAIL A4 ON
,
SHEET EC501.
NOTES:
A
1. FOR LEGEND OF EXISTING TOPOGRAPHY SEE SHEET
G002.
2. FOR EROSION CONTROL NOTES SEE SHEET EC001.
3. FOR ADDITIONAL DETAILS SEE SHEETS EC501 THRU
EC503.
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FOR
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BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference
No.
EC1 08
co
6c
INDEX: 80 OF 89
'`
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
r
Mark Description Date Appr. J
D
4.00' TYPICAL CHANNEL WIDTH
r �
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
STREAM RESTORATION
STABILIZATION TYPICAL SECTION
L
C
FLOOD BENCH WIDTH VARIES
STABILIZE
REINFORCED
WITH ROCK & WOOD
RIFFLE, SEE NOTES
FLOOD BENCH WIDTH VARIES
STABILIZE WITH WHEAT STRAW AT 2 TONS/AC
STABILIZE WITH WHEAT STRAW AT 2 TONS/AC
PROPOSED GRADING
EXISTING GRADE, TYP
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SEE DETAIL A2 ON SHEET EC502. 700g/m2 /
WHEAT STRAW AT 2 TONS/AC.
0
J
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COIR MATTING SHALL BE 700g/m2
AND UNDERLAY W/ WHEAT STRAW AT STAKE USING BIODEGRADABLE
STAKES PER MANUFACTURER
Designed by:
SMITH
Dwn by: Ckd b}
KOONS REI
Reviewed by:
REID
Submitted by:
MOFFATT & NICHO
t—Final Design \8347—EC307; Plotted- 9/25/2020 6: 33 PM by Of
B
2 TONS/AC. STAKE USING
BIODEGRADABLE STAKES PER RECOMMENDATIONS.
MANUFACTURER RECOMMENDATIONS.
B
NOTES:
hdh 4700 FALLS OFRALEIGHNEUSENC RD,27609 SUITE 300
,
919-781-4626
moffatt & nichol NC FIRM LICENSE NO. F-0105
KRIS BASS
ENGINEERING
L
1. ROCK AND WOOD REINFORCED RIFFLE SHALL NOT BE PLACED IN THE
STREAM POOL AREAS, SEE STREAM RESTORATION PLAN AND PROFILES
ON SHEETS C110 THRU C112.
2. FOR STREAM RESTORATION PLANS AND PROFILES SEE SHEETS C110
THRU C112.
STREAM RESTORATION STABILIZATION TYPICAL SECTION 3. FOR PLANTING DETAILS SEE SHEETS LS101 THRU LS501.
SCALE: 1"=5'
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: :.&
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5' 0' 5' 10'
•'••••"•'
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7.1
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1
SCALE: 1 "=5'
o0
Sheet
v
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference
No.
EC301
co
ca
INDEX: 81 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
e
o''
Q
/ ,"N SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND:
/ / N
/V /// S \
`
Qp / N
/
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED
PROJECT WORKING AREA.
CLASS I RIP RAP
SPLASH PAD 2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY
PIPING THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK SITE.
.,F
GTON
NOR1 FI CAROI.INA
//
SPECIAL STILLING BASIN
/ - THE BASE FLOW RATE IS APPROXIMATELY 10 CFS (4,500 GPM).
/
�:�
c
1
ACTIVE STREA / //N
-, 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR
Q
WORK REACH / �N /
D
o�
0Q/
\N
I DEWATERING PUMP STREAM DIVERSION.
D
o
/ /
/ //
p /
Q //
/ /
N� /
// 1 I
/ c,,
/ Qp IMPERVIOUS I
/ DIKE %
+ 4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED
( TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE
I ;! SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILL
FLOW INTO A SPECIAL STILLING BASIN.
4
i
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE
Description
!�/
// ��,
// / 1 - WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
i -
Qo�/
/ \\
TEMPORARY
// % 6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
\
\
/
0
/ Qp
/ /
/
MATERIALS
FLEXIBLE HOSE REMOVAL OF THE IMPERVIOUS DIKE. REMOVE IMPERVIOUS DIKES, PUMPS, AND
/ % TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE DOWNSTREAM DIKE FIRST.
\\
/
/
STORAGE
QJ4<'
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND
`
\ /
/
/
7\ x EXISTING CHANNEL
/ TEMPORARY STABILIZE DISTURBED AREAS WITH SEED AND MULCH.
`
J
/ p
/// Q
/ PIPING %
`
TES
CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
EROSION CONTROL DETAILS
1 OF 2
J
\ //
/ /
\\ // /
\
\ / Qp
J� x� N%OEXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL.
/e
`�\ 2. IMPERVIOUS DIKES SHALL BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
/ NOTES: `
C
\\ ' /
�� /
\ �� /
\/ /Pc),
♦
/ 1. SAFETY FENCE SHALL BE INSTALLED IN THE � 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE
``' PERMANENT SANITARY SEWER EASEMENT. ��\ WORKING DAY.
Q ‘ IMPERVIOUS
/ 2. INSTALL SAFETY FENCE AT THE UPSTREAM \0� DIKE 4. PROVIDE STABILZED OUTLET TO STREAM BANK.
/ END OF THE ACTIVE STREAM WORK REACH .`\ I
/ __
PRIOR TO BEGINNING STREAM WORK. .` SANDBAG/STONE _
• BASEFLOW
'e <``
WORKING
3. SAFETY FENCE SHALL BE INSTALLED AT ��'
AREA
FLOW
♦ /�
THE DOWNSTREAM END OF THE ACTIVE ---
A 01
/
STREAM WORK REACH AT THE END OF PUMP AROUND PUMP �O
EACH WORK DAY. IMPERVIOUS SHEET
SAFETY FENCE, SEE
♦ /Q\-
IMPERVIOUS DIKE
SPECIAL STILLING BASIN
EXISTING
A STONE
B1
SAFETY FENCE
INSTALLATIONGRDE
EC001
NOT TO SCALE
712"MINCLASS
TOP OF STREAM BANK
Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
VARIES
- PROVIDE STABILIZED
- OUTLET TO STREAM
- -
CONSTRUCTION
-2.-A
BANK
FILTER FABRIC FOR DRAINAGE
6" #57 STONE IN ACCORDANCE WITH TYPE 2 (NON -WOVEN)
SECTION 1005 OF NCDOT STANDARD
ACCESS ROAD
SPECIFICATION
o;;
CROSS PIPES)
B4 PUMP —AROUND OPERATION
•.°
°
'% '�
CLASS B RIP RAP
EC001 NOT TO SCALE
B
i
oog
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,I• A•:
o J . !• 7
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0 ORANGE SAFETY
o
48" HIGH DENSITY POLYETHYLENE FENCE
Ln
ON
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8�:-I:;°-,8:.�
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FLOW
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STAKES: 66" T-POST DRIVEN 18" BELOW GRADE
0 N
ri:
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ooao �G
12 ON CENTER MAXIMUM SPACING
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dhh, 4700 FALLS
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919-78
moffatt & nichol NC FIRM LICEN
KRIS BAS
ENGINEERIN
L
1—Final Design \8347—EC507; Plott
EXISTING STREAM CHANNEL
CLASS B
:,o
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o
RIP RAP
°
'','''°
° s°°'•'`�°�
TEMPORARY STREAM CROSSING LOCATIONS SHOWN ON PLANS a
ARE APPROXIMATE. CONTRACTOR SHALL DETERMINE THE BEST OTC
�G
�o�0�ao0a0�000
o o a 0 O
�o�a��a�oo��o��a�00
ooao ooao
O
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LOCATIONS FOR CROSSINGS TO FACILITATE CONSTRUCTION.
�ooaa
�a�000aoog�o�000
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PLAN
—)--A
VIEW
CROSSINGS MATERIALS SHALL BE REUSED AS POSSIBLE AT NEW G
OR RELOCATED LOCATIONS AS THE CONSTRUCTION PROGRESSES. aogoogogo�oogo0G
FOR BID PURPOSES ASSUME MATERIALS FOR THREE LOCATIONS IN OG
PLACE AT ONE TIME.
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EXISTING GRADE
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EXISTING GRADE
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0
CROSS PIPE(S), SEE PLANS
Sheet
v
SECTION A -A
Reference No.
A4
TEMPORARY SAFETY FENCE
FINAL
SUBMITTAL
co
Al
TEMPORARY STREAM CROSSING
EC001
NOT TO SCALE
ISSUED: 2020-09-30
EC106
NOT TO SCALE
EC101 THRU EC107, EC501
FOR BIDDING PURPOSES ONLY
EC501
EC107
INDEX: 82 OF 89
``
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
8' MAX. WITH WIRE
O C„
H }
Qi�
GTON
(6' MAX. WITHOUT WIRE)
.
H L?
NORTII CAROl INA
Channel Installation Detail
Slope installation Detail
LLJ�I--IZ
O 0 cn =
-
•►• W W W W W W �
MIDDLE AND VERTICAL WIRES
1 1�
„,, -- - �:_ti w * *
SHALL BE 12- GAUGE MIN.
_ z
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,t, 1
w W w w W W W
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TOP AND BOTTOM STRAND
D
'r w W W w y�,l
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w W w w
r`
SHALL BE 10 GAUGE MIN.
r�
MAX.
r
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y ,:y: r O ff3},,
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....
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(18" MIN.)
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1,1
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Channel
Installation Instructions:
Slope Installation Guidelines:
\NDARD DRAWING
RY SILT FEN(
Dew
1. Diga 6"by6" trench both up -slope, down -slope, and alongthe topside of the channel.
Theseguidelines are recommendations only.Anyquestions with the installation should be
local
GEOTEXTI LE
Prepare the slope soil surface (raking, seeding and fertilizing).Note, if used with
stormwater discharge, place the up -slope trench at the face of the discharge structure
footer.
2. Begin by placing the center blanket a minimum of 12" down -slope of the up -slope trench.
confirmed with your distributor.
1. Dig a 6" by 6" trench both up -slope and down -slope of the area the matting is to be
applied. Prepare the slope soil surface (raking, seeding and fertilizing).
2. Begin by placing the blanket a minimum of 12" down -slope of the up -slope trench. Secure
NOTES
USE GEOTEXTILE A MINIMUM OF
Secure the blanket at the bottom of the trench with staples placed 12" apart. Backfill and
compact the trench. Apply seed, and fold the blanket over soil, secure with a row of
the blanket at the bottom of the trench with staples placed 12" apart. Backfill and
fold blanket
GEOTEXTI LE
rr
36 I N WIDTH AND FASTEN ADEQUATELY
t
staples placed 12" apart across the width of the blanket (See Diagram A).
compact the trench. Apply seed, and the over soil, secure with a row of
staples placed 12" apart across the width of the blanket. (See Diagram A)
COMPACTED FILL
TO THE POSTS AND WIRE AS DIRECTED.
`
m
J
3. Roll the blanket vertically down the slope. Secure using the appropriate staple pattern
3. Roll the blanket vertically down the slope. Secure using the appropriate staple pattern
USE WIRE A MINIMUM OF 32"
H Q
below, specified by slope. (See Staple Patterns)
below, specified by slope. (See Staple Patterns)
IN WIDTH AND WITH A MINIMUM
to OC
°
r
4. Continue placing blankets up the slopes on both sides, with a minimum 4" overlapping
4- Parallel blankets must be overlapped by a minimum of 4", and secured with a row of
„
OF 5 LINE WIRES WITH 12 VERTICAL
1
::��'�::,
I
1
>-
a
Z
B and securingeach blanket in the beginning trench (Diagram A
(Diagram ), g g ( g )•
staples placed approximately 3'-0" apart. (See Diagram B)
-
.► �
w.wy •
,
Q
o
-II
5. Additional horizontal blankets can be usinga minimum 4"overlapping or shingleSPACING.
joinedAA g g
5. Additional vertical blankets can be joined using a minimum 4"overlapping or shingle style
I
rr
1:.•{�•
'
l
W
I
����
1
1 -1 1
Q
Z
style in the direction of water flow. Connect the blankets by placing staples approximately
(See Diagrams C) in the direction of water flow. Connect the blankets by placing staples
PROVIDE 5' 0" STEEL POST OFAll
`
�'
'
: I
I-
OF WILMINGTON
RIVE AND CLEAR RUN BRAls
ENTS AND STREAM RESTOF
CONTROL DETAILS
20F2
S" apart across the width of the blankets. (Diagram
A ( g C)
approximately 12" apart across the width of the blankets.
-
THE SELF FASTENER ANGLE STEEL
�:
wow ,
ram,..;.
I
,
I
p
oC
6. For maximum performance a check slot should beplaced at 25'-40' intervals. Place a row
6. For maximum performance a check slot should be placed at 25'-40' intervals. Place a row
•.4.-•
'�'.-
'
I
of staples 4" apart along the entire width of the channel. A second row should be placed
of staples 4" apart along the entire width of the slope. A second row should be 4"
TYPE .
, STEEL
POST - 2'-0" DEPTH
4" below in a staggered pattern. (Diagram D)
7. The end of the blanket must be secured in a 6" x 6" trench by a row of staples placed at
12" intervals. E
(Diagram )
S. At the top edge of the side slope, fasten the blanket in a 6" x 6" trench with staples
placed at 12" intervals. install an additional row of staples 1'-0" down slope of the trench
placed
below in a staggered pattern. Then continue with general installation. (See Diagrams D)
7. The end of blanket must be secured in a 6" x 6" trench with a row of staples placed at 12"
intervals. (Diagram E)
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTI LE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
EXTENSION
SURFACE.
4„
ir
- -
OF
1
1
- -I
GEOTEXTILE
AND
C
along the width of the fabric. (Diagram F)
WIRE INTO TRENCH
SHEET 1OF 1
C
1605.01
0
Sta • le Patterns:
i
o
♦. ii
w
Z
.................... ................-.....
_........__...
...... .., �.
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�.........-...-.......
•YWOWIBYi?:i:::31�iIrIIIrtm iI11Y11►
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TEMPORARY SILT FN CE
CC o
o
♦•
' ♦ ♦.
r'i':"iilirlirlii:-±~:�::
♦• /
♦• I. 1
. ♦ _1 .
/• /
1+3
�/
X
EC102 THRU EC107
EC101
NOT TO SCALE
w
Lu
DIAGRAM ® DIAGRAM © DIAGRAM 0 DIAGRAM O
14--3'-I
)(
_1(-1
JO z
0OQC
W
/2019 3. .
0
Up -slope Trench Installation Detail (Diagram A)
z
•.
h
Q.7 staples/yd2
1.2 staples/yd2
o Cl)
4:1 SLOPES
3:1 SLOPES
F- Q
Q
w
O
•
12" MiNIMUM
c OVERLAP STAPLES TO
Z = C)
H O C'3
LI- I
> o
ce
N
j
BE PLACED 1'
GRADED EROSION2
NOTES
-I Z
J iZ _
O O
o
z
o
?. ':.?.•:
' '
ON CENTER
DISTURBED CONTROL
U) CC z
,.
SLOPE ♦• I MATTING
��
X
1 PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE
STATE
NORTH C�
OF TRA
ISION OF
RALEIGH
Date:
2020-09—
y: M&N Projec
ID 8341
Drawing code
Drawing Scale
IL Plot scale: 1:
�•��,.
)/��• L:
•:•
��, ` �„ -=;-�
_[ _111 i IN �!'!Iy=
/• I.=1- A `f
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♦'`�-:......
TX 4'
r
4'
X�X X
20"
.
TRUCKS.
O
✓:
6"x6" �`
• I..•..,
;� „:
�/ - ♦r COMPACTED �� if ._4 ♦+�
. ♦♦N't, BACKFILL ♦+ lot'
i�:1 ‘•
STAPLES TO !.�
`♦�•
♦>�. •
��'. ; ..•
**.i.e.• :-
...
'�
IX
X X X X
�10
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES .
JTRENCH
Q
BE PLACED I' „, 12"MINIMUM �,
ON CENTER ���� STAPLES TO OVERLAP ��':•:..
EPACED1 '
BE
ON
X
X
X X X
3. MUST BE MAINTAINED IN A CONDITION WHICH
TRACKING OR DIRECT FLOW OF MUD ONTO
PERIODIC TOPDRESSING WITH STONE WILL
/ 4. ANY MATERIAL TRACKED ONTO THE ROADWAY
WILL PREVENT
STREETS.
BE NECESSARY.
MUST BE
Sty Sty
itted by:
-ATT & NICHC
QIZ
1.75
staples/yd23.8
2
staples/yd
/ CLEANED UP IMMEDIATELY.
-o rx
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE
AT ALL POINTS OF
�
Down -slope Trench Installation Detail (Diagram E)
2:1
SLOPES
1:1 SLOPES
/
/ f�' INGRESS AND EGRESS UNTIL SITE 2S STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY
PROVIDE
MAINTENANCE.
z
QL
/ :.r
"`
a
o
o
B
EROSION EROSION
4' CONTROL
2'
/ oQ0 fy 6. NUMBER AND LOCATION OF CONSTRUCTION
/ Q` -: BE DETERMINED BY THE ENGINEER.
1 ;� •,_ ,
/ G y%; 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE
ENTRANCES TO
APPROVED
DRAWING FOR
ION ENTRANCE
6
o
�, "�
3 Y
-
�,
ix
E
o
`�
CONTROL =:
,� \' ' ..
MATTING ♦ MATTING
: b :.
' .: :
:.. ♦e♦�.,. STAPLES TO
•T
�• _ BE PLACED 1'
ON CENTER
:.:...:. COMPACTED
/�
4
l
_
_
X X X
i
I �-I 20" I�
X )( )(
4
X X X
i II
-4-1 20" I-�
I )(
``' •- �.,:•
/ :;-.;-..;:��
�:; S� BY THE ENGINEER,
/ J� • <•;... ,1 ; �, >;.
Q I'= - : ,?.._. n- • ,\ 8. INSTALL CONSTRUCTION ENTRANCES IN A
r.�y • , Ar, 1 r - y
( FROM BYPASSING CONSTRUCTION ENTRANCE
f
WAY TO PREVENT VEHICLES
LEAVING PROJECT SITE
o
o
0
o
-
0
BACKFILLr::�
i�
I7] IY�•S= i`�'
X X X
,.c �A�Y' 7r' }X Xi' i
w�, �
6"x6" AN-,-,-1,♦
TRENCH IN''♦�*
3.5
!ai:,..+ :olr'�1..a�.
~ ^''.'=~
ROADWAY STANDARD
GRAVEL CONSTRUCT
hdh
, 4700 FALLS EI NEU`.
GH, N(
919-781
Ioffatt & nichol NC FIRM LICENSE
KRIS BASS
ENGINEERING
Final Design \ 8341—EC502; Plotte,
, .
Stp Sty
staples/yd2
MED. to HIGH
FLOW CHANNEL
3.8 staples/yd2
HIGH FLOW
CHANNEL
==
r' +� • �_" 1> , i,y,
;v �' µ
.. li: ,".k,:
�Q
iv
CLASS 'A' STONE .%-t'-1 ' '= tc'S.
��4
`�
Proud Member of:
8 IN. MIN. DEPTH °-•r' Ng/
EAST COAST
erosion control
4XXX0
ion Controt
""
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH
STONE
443 Bricker Road Bernville, PA 19506
I ECA
!op)HEI
Toll Free: 1-800-582-4005 * Phone: [phone] * Fax: [phone]
Corporate
Member - INTERNATIONAL
',`"`' ti
FI.n1 Is
E
SHEET 1 OF 1
.....LLl,,,,
In
1607.01
,,,to.
�.� H CARP i,,
�1
.� - . ..........- '''•���;
)—Final Design \_Active
ADDITIONAL NOTE: 1. EXTEND ROCK ENTRANCE AS NEEDED BASED UPON SOIL
CONDITIONS OR EXTEND USING TIMBER MATS OR OTHER
1. STANDARD DRAWINGS ARE PROVIDED FOR
INFORMATION ONLY. MOFFATT 8c NICHOL
= i'�� SEAL �r'
A
TWELVE INCH (12")MINIMUM WOODEN OR "ECO-STAKES" APPROVED MEASURE.
SHALL BE USED IN PLACE OF METAL STAPLES.
ASSUMES NO RESPONSIBILITY OF DESIGN OR
CORRECTNESS OF THE DRAWING.
A:
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15869
,:
2. REMOVE ROCK AND GEOTEXTILE AFTER COMPLETING
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2. CONTRACTOR SHALL VERIFY ALL STANDARDS
ARE THE LATEST VERSION AVAILABLE FROM
•
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..........
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A2 COIR MATTING INSTALLATION EROSION CONTROL PLAN.
THE DESIGNATED AGENCY.
7
EC301
NOT TO SCALE
A3 TEMPORARY CONSTRUCTION ENTRANCE
Sheet
Reference No.
P. \834;
EC107
EC106
NOT TO SCALE
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
EC502
INDEX: 83 OF 89
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1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
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3
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AND
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p 2
O
AS PERMITTED BY NCDENR, DIVISIONS OF WATER QUALITY
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AND LAND RESOURCES, A STORMWATER
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CONSTRUCTION
INLET PROTECTION -SEDIMENT TUBE
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PHASE, BASED ON ELEMENTS OF THE E&SC PLAN.
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STANDARD
DETAIL
CITY OF
STANDARD DETAIL
cTTYOr
STANDARD DETAIL
CITY Or
DATE: SEPTEMBER, 2012
GTONDATE:
MAY, 2018
GTON
DATE: MAY, 2018
GTON
DRAWN BY JSR
GUIDELINES
FOR
CITY OF WILMINGTON
NORTH CAROLINA
ENGINEERING
DRAWN BY JSR
GUIDELINES FOR
CITY OF WILMINGTON
NORTH CAROLINA
ENGINEERING
DRAWN BY JSR
GUIDELINES FOR
NORTH CAROLINA
CITY OF WILMINGTON ENGINEERING
CHECKED BY DEC,P.E,
SEDIMENT
CONTROL BMPs
PO BOX 1810
WILMINGTON, NC 28402
CHECKED BY DEC,P.E.
SEDIMENT CONTROL BMPs
Po BOX 1810
WILMINGTON,
NC 28402
CHECKED BY DEC,P.E.
SEDIMENT CONTROL BMPs
PO BOX 1810
WILMINGTON, NC 28402
SCALE NOT TO SCALE
[phone]
SD 3 1 04
SCALE NOT TO SCALE
[phone]
SD 3
SCALE NOT TO SCALE
(9l0} 341 -7807
-
SHEET 1 OF 3
-
SHEET 2 OF 3
-104
SHEET 3 OF 3
SD 04
Cp
> 0
_iv
Date: Re
2020-09-04
M&N Project No.
8341
Drawing code:
Drawing Scale:
Plot scale: 1:1 (D SF
9/25/2020 6:36 PM by BRYAN, ALLISON; Save
NOTE:
THE CRITICAL ROOT ZONE OF TREE
NOTE:
8' MAX.
VARIABLE AS DIRECTED BY
THE ENGINEER
PLASTIC OR
(CRZ) A
IS WHERE THE MAJORITY OF A TREE'S ROOTS
CROWN OF THE TREE IS NEEDED
GROWTH TO PRODUCE OXYGEN,
FOR LEAF
FILTER
WARNING
SIGN
FM
/WIRE TIES
LAY. 85% OF MOST TREE ROOTS ARE FOUND
THE AIR, REDUCE WIND AND
SOFTEN NOISE.
I
I
L TREE PROTECTION
AREA
IN THE TOP 24" OF THE SOIL AND SUPPLY
DO NOT DISFIGURE CROWN WITH
I
INTENSIVE PRUNING.
DO NOT ENTER
C
THE MAJORITY OF NUTRIENTS AND WATER.
H.--ZONA
PROTECTORA
PARA
I
GENERALLY, ROOTS SPREAD OUT 2-3X THE
LO
Designed by:
SMITH
Dwn by: Ckd by:
KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
C
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DO NOT ENTER
0
N-
ZONA PROTECTORA PARA
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18
- v
NOTES:
1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY
'III
PROHIBIDO ENTRAR
MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER
SIDE VIEW WARNING SIGN DETAIL
cd
}
7—Final Des
SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3. IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR
LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE
SOIL
NOTES:
0
O
•
COMPACTION 1N THIS ZONE.
1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE
4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE
TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH
REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY.
TAKEN
AS A
DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS
BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
STAFF.
TO
NOTES:
,,,,�����,� CARS 'it,
�N•••"'•••
2—Final Design \_Active \_83
A
5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE
oU DT OERPTREES. NO MATERIALS OR ACT SOIL BENEATH TREES. NO
VEHICLEF THE TSHALL BE ALRUNK IS LOWED PROHIBITED.
EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH
LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED.
CONTRACTOR SHALL REPAIR DAMAGE TO TREES.
6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A
WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED
ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT
BASE
STOPa
FOR
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT
END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR
PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS
THAN TWO SIGNS PER PROTECTION AREA.
4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE
PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT,
5, TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON
EACH
TREE
ACTUAL
1 • STANDARD DRAWINGS ARE PROVIDED FOR
INFORMATION ONLY. M OFFATT & N I CH OL
ASSUMES NO RESPONSIBILITY OF DESIGN OR
CORRECTNESS OF THE DRAWING.
2. CONTRACTOR SHALL VERIFY ALL STANDARDS
A:
/ ��
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G` -57 '
SEAL r • -
- -
15869 =
�� t �� •
i '••
•. I�•
3 YRS FOR TREE MITIGATION.
FIELD CONDITIONS.
ARE THE LATEST VERSION AVAILABLE FROM
••"""••
STANDARD DETAIL
CITY OF
STANDARD DETAIL
CITY OF
THE DESIGNATED AGENCY.
`SEAL1'ti, R� �gj�j
DATE: JAW, 2015
Iy \
GTOi
`
DATE: JAN,2015
GTON
NORTH CAROLINA
DRAWN BY JSR
TREE PROTECTION
CITY OF WILMINGTON
NORTH CAROLINA
ENGINEERING
DRAWN BY JSR
TREE PROTECTION
CITY OF WILMINGTON ENGINEERING
Sheet
CHECKED BY RDG,P.E.
DURING
PO BOX 1810
NC
CHECKED BY RDG,P.E.
DURING
POPO BOX 1810
NC
FINAL
SUBMITTAL
Reference No.
N-
CONSTRUCTION
(910) 341N
CONSTRUCTION
SCALE NOT TO SCALE
780728402
SD 15-09
SCALE NOT TO SCALE
{910)N3411N780728402
SD 15-09
ISSUED: 2020-09-30
EC503
SHEET 1 of 2
SHEET 2 of 2
FOR BIDDING PURPOSES ONLY
INDEX: 84 OF 89
'
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

1
2
3
4
5
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/ \ / / \ \ /
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REID
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MOFFATT & NICHOL
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NOTES:
1. FOR PLANTING TYPICAL SECTION, PLANTING NOTES AND 80' 0' 80 160'
', T R•.•RE\� ��•�',
'•
PLANT SCHEDULE SEE SHEET LS301.
`SEAL
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SCALE: 1"=80'
V
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2. FOR PLANTING DETAILS SEE SHEET LS501.
Sheet 1
C_'
FOR
FINAL
ISSUED:
BIDDING
SUBMITTAL
2020-09-30
PURPOSES
ONLY
Reference
No.
LS 101
N-
INDEX: 85 OF 89
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CITY OF WILMINGTON
COLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
DRAINAGE IMPROVEMENTS AND STREAM RESTORATION
PLANTING TYPICAL SECTION,
PLANTING NOTES & PLANT SCHEDULE
J
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UPLAND
RIVERINE SWAMP/
\/\// /
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10'
/ //
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10'
,// /// /// /// ///,///.///.///.///.///
RIVERINE SWAMP/
//
UPLAND
C
SLOPE
FOREST
_
BOTTOMLAND HARDWOOD
FOREST
STREAMSIDE
CORRIDOR
STREAMSIDE
CORRIDOR
STREAM
CHANNEL
_
BOTTOMLAND HARDWOOD
FOREST
SLOPE _
FOREST
PLANTING TYPICAL SECTION
NOT TO SCALE
PLANTING NOTES:
1 .
v
PLANT
SCHEDULE
1. PLANTING PLAN SHOULD BE PRODUCED BY A LICENSED PROFESSIONAL
FOR APPROVAL BY THE PROJECT ENGINEER.
Designed by: Date: Rev.
SMITH 2020-09-04 0
Dwn by: Ckd by: M&N Project No.
KOONS REID 8341
Reviewed by: Drawing code:
REID
Submitted by: Drawing Scale:
MOFFATT & NICHOL Plot scale: 1:1 (D SHEET)J
SPECIES —COMMON
2. LARGER TREES WITH BREAST HEIGHT (DBH) OF 4" OR MORE SHALL
BE PLANTED ALONG BOTH BANKS (100 TOTAL TREES) AT OR
PLANTING ZONE
QUANTITY
NAME
SPECIES —SCIENTIFIC NAME
TYPE
SIZE
NEAR THE TOP OF BANK IN THE UPLAND SLOPE FOREST. PLANTING
OF LARGE TREES SHALL OCCUR FROM APPROXIMATELY
STATION 16+00 TO STATION 37+50 AT A SPACING OF 40 TO 50
FEET. SMALLER TREES AND SHRUBS SHALL BE PLANTED ON
RIVERINE SWAMP FOREST
560
SWAMP TUPELO
NYSSA BIFLORA
TREE
BARE ROOT (APPX 3' TALL)
APPROXIMATELY EIGHT (8) FOOT CENTERS. TREES AND SHRUBS
CENTERS AT 680 PLANTS PER ACRE IN THE LATE WINTER OR EARLY
SHALL BE PLANTED ON APPROXIMATELY EIGHT (8) FOOT
SPRING. IF THOSE TIMES ARE NOT POSSIBLE, THEN FALL IS
RIVERINE SWAMP FOREST
560
BALD CYPRESS
TAXODIUM DISTICHUM
TREE
BARE ROOT (APPX 3' TALL)
ACCEPTABLE. THREE ROWS OF WETLAND PLUGS SHALL BE PLANTED
ON EACH BANK OF THE STREAMSIDE CORRIDOR ON 2—FT
RIVERINE SWAMP FOREST
280
WATER ASH
FRAXINUS CAROLINIANA
TREE
BARE ROOT (APPX 3' TALL)
CENTERS. WETLAND PLUGS SHALL BE PLANTED AFTER MAY 15TH
WETLAND PLUGS IN GROUPS OF 7 TO 10 AND RANDOMIZE THE GROUPS.
AND BEFORE SEPTEMBER 1ST. PLANT TREES, SHRUBS AND
STOCKPILED TOP SOIL SHALL BE SPREAD ACROSS THE
BLACKWATER BOTTOMLAND
HARDWOOD FOREST (HF)
420
LAUREL OAK
QUERCUS LAURIFOLIA
TREE
BARE ROOT (APPX 3' TALL)
SITE AT AN AVERAGE DEPTH OF SIX INCHES OR MORE. SOIL SHALL
BE SHALLOWLY RIPPED BEFORE SEEDING. THE CONTRACTOR
WILL BE RESPONSIBLE FOR ONE YEAR VEGETATION MAINTENANCE
TO INCLUDE FERTILIZER, PEST CONTROL, REPLANTING OR
BLACKWATER BOTTOMLAND HF
420
OVERCUP OAK
QUERCUS LYRATA
TREE
BARE ROOT (APPX 3' TALL)
OTHER NEEDS TO ENSURE ESTABLISHMENT AND SURVIVAL IN THE
FIRST YEAR. THE STREAMSIDE CORRIDOR ZONE SHALL BE
BLACKWATER BOTTOMLAND HF
240
IRONWOOD
CARPINUS CAROLINIANA
TREE
BARE ROOT (APPX 3' TALL)
B
VISITED BY THE CONTRACTOR AT LEAST QUARTERLY TO ENSURE
PLANT SURVIVAL AND ANY PLANT SURVIVAL ISSUES
BLACKWATER BOTTOMLAND HF
120
SWAMP RED BAY
PERSEA PALUSTRIS
TREE
BARE ROOT (APPX 3' TALL)
ADDRESSED WITH ADDITIONAL PLANTINGS AS NEEDED. TREES, SHRUBS
AND PLUGS SHALL BE WARRANTED FOR 100% SURVIVAL
AT ONE YEAR AFTER PLANTING. IF AT THE END OF ONE YEAR ANY
PLANTS ARE DEAD OR IN A DEAD —LIKE CONDITION,
STREAMSIDE CORRIDOR
500
SILKY DOGWOOD
CORNUS AMOMUM
SHRUB
BARE ROOT (APPX 2' TALL)
REPLANTING OF SUFFICIENT STOCK TO COMPLY WITH A 100% SURVIVAL
RATE SHALL BE PERFORMED.
STREAMSIDE CORRIDOR
500
BUTTONBUSH
CEPHALANTHUS OCCIDENTALIS
SHRUB
BARE ROOT (APPX 2' TALL)
3. RIPARIAN SEED MIX SHALL BE APPLIED ON DISTURBED FLOODPLAIN
AREAS DISTURBED IN THE FLOODPLAIN WHILE RETROFITTING THE
AREAS AT A RATE OF 25 POUNDS PER ACRE, INCLUDING
6 LOG GRADE CONTROL STRUCTURES DOWNSTREAM OF THE
STREAMSIDE CORRIDOR
2000
FRINGED SEDGE
CAREX CRINATA
PERENNIAL
6.7 CI PLUG OR LARGER
MAJOR WORK AREA. A TOTAL OF APPROXIMATELY 130 POUNDS
WILL BE NEEDED. PERMANENT EROSION CONTROL SEED MAY BE
STREAMSIDE CORRIDOR
1000
BLUE FLAG IRIS
IRIS VIRGINICA
PERENNIAL
6.7 CI PLUG OR LARGER
USED IN THE UPLAND SLOPE FOREST AREAS IN PLACE OF THE RIPARIAN
PLAN. GROUND COVER SHALL BE APPLIED ALONG WITH STRAW MULCH
SEED MIX AS DESCRIBED IN THE EROSION CONTROL
PER THE EROSION CONTROL PLAN. SEEDING SHALL NOT
STREAMSIDE CORRIDOR
2000
SOFT RUSH
JUNCUS EFFUSUS
PERENNIAL
6.7 CI PLUG OR LARGER
CONTAIN ANY FESCUE SEEDS. SEEDED AREAS SHALL BE WATERED
THOROUGHLY AT PLANTING AND THEN AS NEEDED DEPENDING
STREAMSIDE CORRIDOR
2000
SWITCH GRASS
PANICUM VIRGATUM
PERENNIAL
6.7 CI PLUG OR LARGER
ON RAINFALL.
STREAMSIDE CORRIDOR
1000
SWAMP SUNFLOWER
HELIANTHUS ANGUSTIFOLIUS
PERENNIAL
6.7 CI PLUG OR LARGER
UPLAND SLOPE FOREST
975
LONGLEAF PINE
PINUS PALUSTRIS
TREE
BARE ROOT (APPX 3' TALL)
hdh4
moffatt & nIcl
—Final Design \ 8,
RIPARIAN SEED MIX
TABLE
PERCENTAGE
SPECIES —COMMON
UPLAND SLOPE FOREST
130
WATER OAK
QUERCUS NIGRA
TREE
BARE ROOT (APPX 3' TALL)
OF SEED MIX
NAME
SPECIES —SCIENTIFIC NAME
UPLAND SLOPE FOREST
130
SOUTHERN RED OAK
QUERCUS FALCATA
TREE
BARE ROOT (APPX 3' TALL)
20
DEER TONGUE
PANICUM CLANDESTINUM
UPLAND SLOPE FOREST
65
POST OAK
QUERCUS STELLATA
TREE
BARE ROOT (APPX 3' TALL)
15
FOX SEDGE
CAREX VULPINOIDEA
UPLAND SLOPE FOREST
25
LONGLEAF PINE
PINUS PALUSTRIS
TREE
I
DBH 4"
r � i,,,lie'
—Final Design \—Active \-8
5
GREAT BLUE LOBELIA
LOBELIA SIPHILITICA
UPLAND SLOPE FOREST
25
WATER OAK
QUERCUS NIGRA
TREE
„
DBH 4
,soot
s. CAR
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5
LANCELEAF COREOPSIS
COREOPSIS LANCEOLATA
UPLAND SLOPE FOREST
25
SOUTHERN RED OAK
QUERCUS FALCATA
TREE
DBH 4"
�:�0FESS/�, •/// ,:
�
5
PARTRIDGE PEA
CHAMAECRISTA FASCICULATA
UPLAND SLOPE FOREST
25
POST OAK
QUERCUS STELLATA
TREE
DBH 4''
SEAL � :
A
A=
•
12.5
SOFT RUSH
JUNCUS EFFUSUS
BRUSH TOE PROTECTION
700
SILKY WILLOW
SALIX SERICEA
SHRUB
LIVE CUTTING (6' LONG)
=
;, 15869 k : =
10
VIRGINIA WILDRYE
ELYMUS VIRGINICUS
• •
BRUSH TOE PROTECTION
700
SILKY DOGWOOD
CORNUS AMOMUM
SHRUB
LIVE CUTTING (6' LONG)
...�..• �•
7.5
LITTLE BLUESTEM
SCHIZACHYRIUM SCOPARIUM
BRUSH TOE PROTECTION
700
TAG ALDER
ALNUS SERRULA
SHRUB
LIVE CUTTING (6' LONG)
SEAL • iRea ; `
7.5
OX—EYE SUNFLOWER
HELIOPSIS HELIANTHOIDES
o
12.5
BLACK EYED SUSAN
RUDBEKIA HIRTA
Sheet
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Reference No.
APPLY WETLAND SEED AT 25 LBS/ACRE — TOTAL SEED QUANTITY IS 130 LBS
FINAL
ISSUED:
SUBMITTAL
2020-09-30
LS301
,3,
FOR BIDDING PURPOSES ONLY
INDEX: 86 OF 89
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1
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RALOFEIGHNEUSENC276R6,09 SUITE 300
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moffatt & nichol NC FIRM LICENSE NO. F-0105
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No.
LS401
N-
INDEX: 87 OF 89
ii
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:OLLEGE ACRES DRIVE AND CLEAR RUN BRANCH
INAGE IMPROVEMENTS AND STREAM RESTORATION
MALLARD STREET CULVERT
PLANTING PLAN
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Designed by:
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KOONS REID
Reviewed by:
REID
Submitted by:
MOFFATT & NICHOL
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moffatt & nichol NC FIRM LICENSE NO. F-0105
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LS402
N-
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INDEX: 88 OF 89
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DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

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hdh 4700 FALLS EI GHNEUSENC RD,27609 SUITE 300
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919-781-4626
moffatt & nichol NC FIRM LICENSE NO. F-0105
KRIS BASS
ENGINEERING
A
BARE ROOT PLANTING
PLANTING SPECIFICATIONS:
OR OTHER APPROPRIATE DEVICE.
TO FIT ENTIRE ROOT MASS WITHOUT BENDING OR BREAKING.
AS SPECIFIED.
THE HOLE.
OR OTHER DEVICE ADJACENT TO THE PLANT AND PULL THE
HOLE.
ENSURE THAT PLANT IS SECURE.
BARE ROOT PLANTING
1. DIG HOLE WITH DIBBLE, SHOVEL,
2. DIG HOLE OF SUFFICIENT SIZE
3. PLACE AMENDMENTS IN THE HOLE
4. LOWER BARE ROOT PLANT INTO
5. INSERT THE DIBBLE, SHOVEL,
HANDLE TO FILL IN THE PLANTING
6. HEEL IN OR CLOSE HOLE FIRMLY.
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Reference No.
LS501
INDEX: 89 OF 89
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FOR BIDDING PURPOSES ONLY
LS101 NOT TO SCALE
1
2
3
4
5
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING