20090136 Ver 10_08_Dunn Creek Greenway PH3 Plan Set (2023-07-21)_20230825

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BEGIN
PROJECT
VICINITY MAP
NTS
SURVEYS PROVIDED BY:
VANESSE HANGEN BRUSTLIN, Inc. (VHB)
SUE LEVEL "B" BY:
GEL ENGINEERING OF NC, INC.
GEOTECHNICAL INVESTIGATIONS BY:
FALCON ENGINEERING, Inc.
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
CONVENTIONAL SYMBOLS
3
CONSTRUCTION ACCESS PLAN
3D-1 TO 3D-2
DRAINAGE SUMMARY SHEETS
C-1 TO C-11
PLAN/PROFILE SHEETS
CD-1 TO CD-8
TYPICAL SECTIONS, PROJECT NOTES, AND CONSTRUCTION DETAILS
WALL-1
RETAINING WALL ENVELOPE
TMP-1 TO TMP-2
TRAFFIC MANAGEMENT PLANS
SD-1 TO SD-2
SPECIAL SIGN DESIGN PLANS
EC-1A TO EC-15
EROSION CONTROL PLANS
PS-1A TO PS-6
PAVEMENT MARKING AND SIGNING PLANS
UC-1 TO UC-6
UTILITY CONSTRUCTION PLANS
S-1 TO S-15
PEDESTRIAN BRIDGE/BOARDWALK PLANS
X-1 TO X-27
CROSS SECTIONS
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE REQUIRED BY
THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS, OMISSIONS, OR NON—COMPLIANCE
WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN THE CONSTRUCTION PLAN,
INCLUDING RE —SUBMISSION OR RE —EXECUTION OF THIS CONSTRUCTION PLAN WITH THE
APPROPRIATE CORRECTIONS AND/OR REVISIONS.
OWNER DATE
DUNN
CREEK GREENWAY
PHASE III
GREENWAY FROM NORTHERN TERMINUS OF DUNN CREEK GREENWAY PHASE II
(EL-5100AE) TO NORTH OF WILDFLOWER RIDGE ROAD WITH A SPUR TRAIL TO
AILEY YOUNG PARK AND SEVENTH STREET. MULTI -USE PATH ALONG WAIT AVENUE
(HWY 98 BUSINESS) FROM GREENWAY TO TRADITIONS GRANDE BOULEVARD.
CONSTRUCTED
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, AND HANDICAP RAMPS
ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY TOWN STANDARDS.
THESE FACILITES HAVE BEEN APPROVED BY THE TOWN OF WAKE FOREST AND
SHALL BE SO INSTALLED UNLESS A CHANGE IS APPROVED BY THE TOWN OF WAKE
FOREST.
VTURE GREENWAY
°UR TO BE
)NSTRUCTED BY
RADITIONS
AT
7
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXECUTION OF THIS CONSTRUCTION PLAN BY THE REVIEW ENGINEER FOR THE
TOWN OF WAKE FOREST IN NO WAY LIMITS THE RESPONSIBILITY OF THE OWNER
AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH ALL FEDERAL,
STATE, AND LOCAL STANDARDS AND/OR CONDITIONS.
PREPARED IN THE OFFICE OFe
PROJECT REFERENCE NO.
SHEET NO.
DUNN CREEK GREENWAY ///
l
TOWN of
WAKE FOREST
Kimley))Horn
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
GRAPHIC SCALE
PROFILE (VERTICAL)
SITE PERMITTING APPROVAL
WATER AND SEWER PERMITS (IF APPLICABLE
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC SEWER
SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
PROJECT HALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # S-XXXX
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CITY'S PUBLIC WATER
SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED FOR THIS
PROJECT SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES
HANDBOOK. CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # W-XXXX
CITY OF RALEIGH- PLANS AUTHORIZED FOR CONSTRUCTION
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROIVAL IS VALID
ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THE CITY WILL RETAIN A
COPY OF APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST PROCEED IN ACCORDANCE
WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC APPROVAL MAY NOT BE EDITED ONCE
ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
RALEIGH WATER REVIEW OFFICER
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PUBLIC WORKS AND ENGINEERING DEPARTMENT . THIS APPROVAL MAY
NOT BE EDITED ONCE ISSUED.
PUBLIC WORKS /ENGINEERING
THESE PLANS HAVE BEEN ELECTRONICALLY APPROVED FOR CONSTRUCTION BY THE TOWN
OF WAKE FOREST PLANNING DEPARTMENT. THIS APPROVAL MAY NOT BE EDITED ONCE ISSUED.
PLANNING

CD
STATE OF NORTH CAS LIB 9 DIVISION OF HIGHWAYS
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BOUNDARIES AND PROPERTY.•
State Line
----- -----
County Line
--- ----
Township Line
-- --
City Line
- -
Reservation Line
Property Line
Existing Iron Pin
O
Computed Property Corner
Property Monument
El
ECM
Parcel/Sequence Number
123
Existing Fence Line
—x x x-
Proposed Woven Wire Fence
Proposed Chain Link Fence
El
Proposed Barbed Wire Fence
(19
Existing Wetland Boundary
- - - —wLB— - - -
Proposed Wetland Boundary
wLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
-
Potential Contamination Area: Soil
- S -
Known Contamination Area: Water
w
Potential Contamination Area: Water
-% w -
Contaminated Site: Known or Potential
X M
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
O
Well
W
Small Mine
'SZ'
Foundation
0
Area Outline
Cemetery
fi
Building
School
Church
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
r --____�
Jurisdictional Stream
—is—
Buffer Zone 1
Bz 1
Buffer Zone 2
Bz 2
Flow Arrow
<.. ...
Disappearing Stream
Spring
O�- �-
Wetland
Proposed Lateral, Tail, Head Ditch
F"
False Sump
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
CONVENTIONAL
RAILROADS:
Standard Gauge -
RR Signal Mileposi
Switch
RR Abandoned -
RR Dismantled -
PLAN
Note: Not to Scale *S. U.E. =
CSX TRANSPORTATION
G
MILEPOST 35
0
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap Q
New Permanent Easement Pin and Cap 0
Vertical Benchmark m
Existing Right of Way Marker Q
Existing Right of Way Line New Right of Way Line CR
`..
New Right of Way Line with Pin and Cap — \1 WJ
New
Right of Way Line with
R
Concrete or Granite R/W Marker
New
Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New
Control of Access
Existing Easement Line
E
New
Temporary Construction Easement -
E
New
Temporary Drainage Easement
TDE
New
Permanent Drainage Easement
PDE
New
Permanent Drainage / Utility Easement
DUE
New
Permanent Utility Easement
PUE
New
Temporary Utility Easement
TUE
New
Aerial Utility Easement
AUE
New
Greenway and Utility Easement
PE
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
Proposed Slope Stakes Cut
- - - C - - -
Proposed Slope Stakes Fill
-
Proposed Curb Ramp
CR
Existing Metal Guardrail
T T T
Proposed Guardrail
T T T T
Existing Cable Guiderail
n n n
Proposed Cable Guiderail
n n n n
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
HEET SYMBOLS
Subsurface Utility Engineering
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES. -
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand
Hole
H-Frame Pole
U/G Power Line LOS B
(S.U.E.*)
U/G Power Line LOS C
(S.U.E.*)
U/G Power Line LOS D
(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand
Hole
U/G Telephone Cable LOS B
(S.U.E.*) -
U/G Telephone Cable LOS C
(S.U.E.*) -
U/G Telephone Cable LOS D (S.U.E.*) -
U/G Telephone Conduit LOS
B (S.U.E.*)
U/G Telephone Conduit LOS
C (S.U.E.*)
U/G Telephone Conduit LOS
D (S.U.E.*)
U/G Fiber Optics Cable LOS
B (S.U.E.*)
U/G Fiber Optics Cable LOS
C (S.U.E.*)
U/G Fiber Optics Cable LOS
D (S.U.E.*)
CONVENTIONAL SYMBOLS
Vineyard
l CONC
JCONC WW
CONC HW
>----------<
❑ CB
(3
—S
— — — —P— — — —
— —P—
P
— T —
T
----TC----
--TC--
TC
—T FO— — —
—T FO— — —
T FO
PROJECT REFERENCE NO.
SHEET NO.
DUNN CREEK GREENWAY 111
2
WATER:
Water Manhole
OO
Water Meter
CD
Water Valve
Water Hydrant
.0
U/G Water Line LOS B (S.U.E*)
- - - -w- - - -
U/G Water Line LOS C (S.U.E*)
- -w- -
U/G Water Line LOS D (S. U. E*)
w
Above Ground Water Line
A/G Water
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
"H
U/G TV Cable LOS B (S.U.E.*)
- - - —TV— - - -
U/G TV Cable LOS C (S.U.E.*)
- —TV— -
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
— — — —TV FO— — —
U/G Fiber Optic Cable LOS C (S.U.E.*)
— —TV FO—
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO—
GAS:
Gas Valve
Gas Meter
U/G Gas Line LOS B (S.U.E.*)
- - - -G- - - -
U/G Gas Line LOS C (S.U.E.*)
- -G- -
U/G Gas Line LOS D (S.U.E.*)
G
Above Ground Gas Line
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole
OO
Sanitary Sewer Cleanout
Q
U/G Sanitary Sewer Line
SS
Above Ground Sanitary Sewer
A/G Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
- - - —FSS— - - -
SS Forced Main Line LOS C (S.U.E.*)
- —FSS— -
SS Forced Main Line LOS D (S.U.E.*)
FSS
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records -
End of Information
PROJECTo
•
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UST
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AATU R
E.O.I.
DUNN CREEK GREENWAY
NOT TO SCALE I PHASE 3
JOB NUMBER° SHEET NUMBER°
01 131 1041
2

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CONSTRUCTION ACCESS I VIA CARDINAL CREST LANE
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EL -5/0
NOTE: STOCKPILE/STAGING AREA AND CONCRETE TRUCK CLEANOUTS MUST
REMAIN WITHIN THE DISTURBED LIMITS DELINEATED ON EC PLANS.
LEGEND
TEMPORARY CONSTRUCTION ACCESS/
CONCRETE TRUCK CLEANOUT
OTEMPORARY CONSTRUCTION ACCESS
WITH STOCKPILE /STAGING AREA/
CONCRETE TRUCK CLEANOUT
CONSTRUCTION ACCESS GENERAL NOTE
I. CONTRACTOR TO USE CARE WHEN USING ROADS/ PARKING LOTS FOR
ACCESS. CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
OF THE ACCESS ROAD TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE —CONSTRUCTION
CONDITION. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE TOWN FOR
THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR WILL BE
REPAIRED AT THE CONTRACTORS EXPENSE (PAVEMENT, CURB, WALLS, SIDEWALK.
GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE (VIDEO AND INSPECTING
EXISTING CONDITIONS.REPAIRING ANY DAMAGE) IS INCIDENTAL TO THE PROJECT.
rn
CONSTRUCTION SPECIFICATIONS.
I. THERE WILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREW.ONLY PICK UP AND DROP OFF WILL BE PERMITTED ON CARDINAL
CREST LANE.
2. CONTRACTOR SHOULD BE ADVISED THAT ALL DRIVERS MUST BE ALERT
FOR PEDESTRIANS AND OBEY THE POSTED SPEED LIMIT AT ALL TIMES.
CONSTRUCTION ACCESS 2 VIA WAIT AVE
CONSTRUCTION SPECIFICATIONS:
I. CONTRACTOR TO RESTORE THE STOCKPILE AND STAGING AREA TO
ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER,
PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
2. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES
AND PREVENT MUD TRACKING INTO ROADWAY DURING CONSTRUCTION AND
HAULING OPERATIONS.
J. CONTRACTOR TO ENSURE CONTINUOUS ACCESS TO MANHOLES AND
SEWER EASEMENT FOR CITY OF RALEIGH THROUGHOUT CONSTRUCTION.
CONSTRUCTION ACCESS 3 VIA EAST JUNIPER AVE
CONSTRUCTION SPECIFICATIONS.
I. THERE WILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREW.ONLY PICK UP AND DROP OFF WILL BE PERMITTED ON AILEY YOUNG
PARK PARKING LOT UNLESS GIVEN PERMISSION FROM THE TOWN.
2. CONTRACTOR SHOULD BE ADVISED THAT ALL DRIVERS MUST BE ALERT
FOR PEDESTRIANS AND OBEY THE POSTED SPEED LIMIT AT ALL TIMES.
J. CONTRACTOR TO COORDINATE WITH TOWN ON WEEKEND ACCESS DURING PARK
EVENTS AND AMOUNT OF SPACE NEEDED FOR TEMPORARY STORAGE.
CONSTRUCTION ACCESS 4 VIA SEVENTH STREET
CONSTRUCTION SPECIFICATIONS.
I. THERE WILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREW.ONLY PICK UP AND DROP OFF WILL BE PERMITTED ON SEVENTH
STREET.
2. CONTRACTOR SHOULD BE ADVISED THAT ALL DRIVERS MUST BE ALERT
FOR PEDESTRIANS AND OBEY THE POSTED SPEED LIMIT AT ALL TIMES.
CONSTRUCTION ACCESS 5 VIA WILDFLOWER RIDGE ROAD
CONSTRUCTION SPECIFICATIONS.
I. THERE WILL BE NO PERMANENT PARKING FROM THE CONSTRUCTION
CREW.ONLY PICK UP AND DROP OFF WILL BE PERMITTED ON WILDFLOWER
RIDGE ROAD.
2. CONTRACTOR SHOULD BE ADVISED THAT ALL DRIVERS MUST BE ALERT
FOR PEDESTRIANS AND OBEY THE POSTED SPEED LIMIT AT ALL TIMES.
PREPARED IN THE OFFICE OFo ,Q����� PROJECTo
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o,0000O��'�
�oa�pFESS/pN°oq
NC LICENSE#E-°,02 = Q SEAL �� = DUNN CREEK GREENWAY
REV. No.: REvisioNe BA7Ee DRAWN Bve CHECKED BY: RA EIGH,NORTHCAROLINA 276 CONSTRUCTION ACCESS MAP _ p _ NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmleyp))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inc. <D VN JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii 0 1 13 1 104

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2 @ 60" RCP
DRAINAGE AREA = 106 AC
DESIGN FREQUENCY = l0 YRS
DESIGN DISCHARGE _ l55 CFS
DESIGN HW ELEVATION = 312.43 FT
25 YEAR DISCHARGE = 178 CFS
25 YEAR HW ELEVATION = 512.86 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= N/A YRS
OVERTOPPING ELEVATION = NIA FT
PIPE HYDRAULIC
2 @ 36" RCP
DRAINAGE AREA =
DESIGN FREQUENCY =
DESIGN DISCHARGE =
DESIGN HW ELEVATION =
25 YEAR DISCHARGE =
25 YEAR HW ELEVATION =
OVERTOPPING DISCHARGE =
OVERTOPPING FREQUENCY =
OVERTOPPING ELEVATION =
DATA
14.70 AC
l0 YRS
46.49 CFS
321.22 FT10
5/°34 CFS
321.40 FT
N/A CFS
N/A YRS
N/A FT
332
330
330
°
326
324
32
6
324
22
----
320
•-'
20
,.
318
3
-
3
-
-
�4
4
-
-
444
-
"
3
3
I I
I I
I
I I
I
I
I
I I
I
I
I
_11-11
I
_R­
I
I
I
I
I
I I
I
I
I
1 411
11
1 1
1 1
1 1
1 1
1
1
1 "1
T_
I
1 11
"ll""i
I
I
I
I I
1
1
r_rT1
1r_
if-
- -
PIPE HYDRAULIC
2 @ 48" RCP
DRAINAGE AREA =
DESIGN FREQUENCY =
DESIGN DISCHARGE =
DESIGN HW ELEVATION ION =
25 YEAR DISCHARGE _
25 YEAR HW ELEVATION =
OVERTOPPING DISCHARGE =
OVERTOPPING FREQUENCY=
OVERTOPPING ELEVATION =
DATA
89.25
l0
134
322.45
l53
322°88
N/A
N/A
NIA
AC
YRS
CFS
FT
CFS
FT
CFS
YRS
FT---
I
I I
I
I I
I I
I
312
-A
•
08
306
Ill F
°°
306
-
"
-
-
°
302
-
-
2
L
v rnrAT—AA
—
__
1
tti
---
----
2iT4
_r7LE
4
1
I
I I
1
1 1
1 1
1 1
1
TH
�I
II
II III
II
II
Ill
II
II
II
Ill
II
II
I
I
11
200
18
19 20
21
22
23 24
25 26
PREPARED IN THE OFFICE OFo
NC LICENSE #F_01 D2
421 FAYETTEVILLE ST., SUITE 600
R,NORTH 2000 NA 27601
HornPHONE:[phone]
C 2023
MULTI -USE PATH AND
DRAINAGE PLANS
�����I � 1„/,,,,
CAR4� -;
°a�oFEssi°N��q
= SEAL =
=
048986
�° �
D�Q
ii i iiiiii `
HORIZ
20 0 40
PROJECTo
DUNN CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
C T
VLRI
2 0 4
This document, together with the concepts and designs presented herein, as an instrument of services isM
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inca<
Copyright Kimley-Horn and Associates, Inc., 2023
Cog NUMBER°
0 113 1104 I
SHEET NUMBER°
C-6

O
O
N
N
ti
NOTES:
I. SEE SHEET C-10 FOR -L4- PROFILE.
2. CONTRACTOR TO PROTECT EXIST STRUCTURE DURING
CONSTRUCTION INCIDENTAL TO OTHER PAY ITEMS. ANY
DAMAGE WILL RESULT IN REPLACEMENT AT THE
CONTRACTORS EXPENSE.
J. CONTRACTOR TO VERIFY LOCATION OF EXISTING
SIGN PRIOR TO CONSTRUCTION AND PROVIDE LOCATION
TO THE TOWN. CONTRACTOR TO PROTECT POSTS AND
FOUNDATIONS DURING CONSTRUCTION,INCIDENTAL TO
OTHER PAY ITEMS. ANY DAMAGE WILL RESULT IN
REPLACEMENT AT THE CONTRACTORS EXPENSE.IF
IN CONFLICT WITH GREENWAY CONSTRUCTION, TOWN TO
REMOVE, STOCKPILE, AND REPLACE AFTER CONSTRUCTION.
_L3 _
PI Sto 32+75.03
= 82° 4/' 2/.4" (LT)
D = 26° 02' 36.7"
L = 3/7.50
T = 193.58'
R = 220.00
UATCH41N _L3_
m
�,., � � STA 35 f
OcQ H C BLS "'BTANDAl RIP RA ASE DITC 00 SEE SHEET C_8)
�FE E T� / 7i, / / 070 /
'HEE� 8 ,�� / I o706 SPECIAL LATE L 'V' DI H �
_ % ,Dk= 4 C k` / / WITH PSRM
2 f /
/ E ONS N SEE DETAIL I.'
CON, / 5 /�Y kGEO use / la SHEET CD-8
U I
SEE NOTE 3 I'> SPECIAL LATERA V' DITCH
/ \ / �j W/ CL,Q SS B RIP '
��, / j S OTE"2 I SEE DETAIL 4 SH CD-8
EST 2� TONS
� k� l R � 2�,
//�� ��� k _ 1 p� EST 39 SY GEO
/ RETAIN 18" RCP - IV f
AILEY YOUNG DAM & , 8 I W/ FES,
I STREAM RESTORATION PROJECT
CONSTRUCTED IN 2019 F Lo
-L. - PT Sta. 33+98.96 AILEY YOUNG
� � � � 1 \ � °►� � ��� I � PARK
C) /. T�E UR TO I
k" BdAR ALK Jr
I f
IN TA(� COM S17 � l
D VE FENCE
0 80 TO to 3/+30 a l5 +
�Tj#IN ANDARD \ ASt �IT H w NOW OH rur2MERLY
H,QLA S '11' RIP P / F ' / v TOWN OF WAKE FOREST
1 2916 PG 176
PIN° 1841829179
\ BZ 1 � m
4T _ . LG 8Z 7 SEE NOTE 3 ,� . / / RETAIN EXIST
3 D�U�N CREEK � � II \ •' � / MH
MAT CHLI NE -L4 - STA 23 +80 TB
�� (SEE SHEET C —10) � � �B �I<- I<- & -
/ — — � � , �/ / / CONSTRUCTION NOTES
T I T pp C STA + L AY TRAIL�e �TB'e� — — — O LO F t / / �= ❑l CURVE WIDENING
'9" E
r'vr B 'e ��'� �Q — m Y
S DETAIL Eg CD 3 R FORMERL
/ F 'Z£ 3 '00•Z1 ! .�1 S TOOF WAKE FOREST / / TIE PROPOSED SIDEWALK TO EXISTING
(j `6' 0r� Ta s��/2 1 15653 PG 3 SIDEWALK
TB p. w , 070 « MCP 5 /0' ASPHALT GREENWAY
p os CONSTRUCT STANDARD GREENWAY DRIVEWAY
l E _ N 7° T B a PIN' 1841902957 ❑3 APRON (SEE SHEET CD-4 FOR DETAIL)
—PE— PE
— _ — — — s 8' VCP _ — — — — — — — _ — — ® INSTALL BOLLARDS (SEE CD-5 FOR DETAIL)
�
—_ v _ _ — — SPECIAL LATERAL 'V' DITCH ❑5 PEDESTRIAN GREENWAY LANDING AREA
�l w pE — 3— — -$ — — — _ 7 — — m (SEE CD-3 FOR DETAIL)
V �/ PE 2 PE �� _ • • PE PE �� W/ CLASS B RIPRAP
-L OT S 7 +64.1 �x x SEE DETAIL 4 © ADJUST SANITARY MANHOLE
G� p T11 P1 PROTECTION x ° ` F — ��-/ 0704 SHEET CD-8
EST�s DNS -L4- POT Sta. 2 .47 INv = BZ 2 CONSTRUCT FALSE SU EST 5 TONS
Q ° , 335.03 —gS I INSTALL COMPOSITE 6 7❑ ADJUST WATER METER
`S EST 142 SY GEO 0 — 90 00 00 w�Ni�� J � I TOTOP PROM(}TEV = 337.0 CE I • ' Sto��O 80 TO Sto.3/1+40 CONTRACTOR SAFETY FENCE EST 140 SY GEO
TO VERIFY
N/F KELLY &\� 72' RCP IV R�TP o. \ 8 RELOCATE WATER METER
_ ,RISTOPHER BAILEY BURIED 1' toN� ��X CONTRACTOR TO LOCATE LIMITS THROUGH PIPE N "' RETIAN 48" RCP - IV DITCH INSTALLED PER PLANS ❑
1 16415 PG 2217 KEYS// ENOE SEE DETAIL 5 ra 1P
BM 2014 PG 609 -L3- T StG. 27+22.9 �pFE�Y OF EXISTING WALL BEFORE SHEET TAIL s cc, W/ FES 9❑ ADJUST WATER VALVE
CONSTRUCTION ACTIV 1F� BEGIN BURIED 6"
4t
4,
3584
35
356
356
PIPE HYDRAULIC DATA
48" RCP
DRAINAGE AREA = 20.4/ AC
DESIGN FREQUENCY = /0 YRS
DESIGN DISCHARGE = 57.48 CFS
DESIGN HW ELEVATION = 336.97 FT
25 YEAR DISCHARGE = 63.47 CFS
25 YEAR HW ELEVATION = 337.24 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY = N/A YRS
OVERTOPPING ELEVATION = NIA FT
354
35
352
°
3 5 2
348
346
344
°
-
348
4
'
344
-
_
_
TA
79-1-9n
342
340
340
336
3 4
332
PIPE HYDRAULIC
18" RCP
DRAINAGE AREA =
DESIGN FREQUENCY =
DESIGN DISCHARGE =
DESIGN HW ELEVATION =
25 YEAR DISCHARGE =
25 YEAR HW ELEVATION =
OVERTOPPING DISCHARGE =
OVERTOPPING FREQUENCY=
OVERTOPPING ELEVATION =
DATA
1.62 AC
l0 YRS
3.26 CFS
353.50 FT
3.60 CFS
353.56 FT
N/A CFS
N/A YRS
NIA FT
33
'
'
.
.
336
4
-
-
_
-
-
3 3 2
330
328
330
328
°
326
2
26
27 28
29 30 31
32 33 34
35
36
PREPARED IN THE OFFICE OFo
NC LICENSE #F_01 D2
421 FAYETTEVILLE ST., SUITE 600
RHONE: ,NORTH 2000 NA 27601
Horn PHONE:[phone]
C 2023
MULTI -USE PATH AND
DRAINAGE PLANS
,,,
CAR4� -;
°a�oFEss/°N��q
= SEAL =
= 048986
�° �
'�
��Q
`
20
HORIZ
0 40
PROJECTo
DUNN
CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
C T
VLRI
2 0 4
This document, together with the concepts and designs presented herein, as an instrument of services isM
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.<'�
Copyright Kimley-Horn and Associates, Inc., 2023
Cog NUMBER°
0 113 1104 I
SHEET NUMBER°
C-7

O
O
N
N
ti
STANDARD 2' BASE DITCH 38 5'CONCRETE SIDEWALK
NOW OR FORMERLY WITH CLASS 'B' RIP RAP 080
TOWN OF WAKE FOREST NOW OR FORMERLY I I a REMOVE EXISTING DRIVEWAY
DB 2822 PG 857 SEE DETAIL 7
�e PIN" 1841825466 MADELYN A WEND 16 SHEET CD-8 _ a - END GRADE
NOW OR FORMERL' WILLIAMS
CY r3 Es C1.o I 1 -L3- Sto 41+7900
RETAIN lST H PIN° 1841824752 S= 6.5% TONS
DEETRA CHEEK REESTABLISH CLASS I RIP R 5 11° 47' 35.00' E 402.$3' � EST 14 TONS o I
NOW OR FORMERLY DB 7017 PG 319OUTLET P CD l G NWA I I I = 02�
_ _ _ l END CONSTRUCTION
DEETRA SMITH PIN° 1841825345 EST ONS m FIE EST 30 SY GEC- 1Y I L
DB 5721 PG 729 10 SY GEO
_ _ _ I Z� L3- POT Sta. 4/+94.64
PIN° 1841825223 p° ' n
NOW OR FORMERLY �bb ,II.£Z 8VCP 5 6Z 1 m �SS� / " S� F 'P AS I/Q 42 42.6 W
DEETRA SMITH £Z 3 0 p,
DB 8337 PG 305 Ob.b�'V 3� I TO1, .3a r.w
PIN° 1841825152 01 i P pE J I I FULL OF DEBRIS
i �I1dK PSn
9 •£Z S r / \ PE I NBM 612,918.1214
0 0 'QI �, i _
3 • / - / v02 E - 2,148,533.3042
Z /\ �
�TB ° �Q RETAIN GATE FOR S) - d - -� CR ELEV. = 387.51'
'06'S►' a Tg q0 ,i`'� REMOVE AN � - - - - \
UT ,S9,, TO TB / < 1 " H - - C
Z to �e/ ELBOWS I PE IA AT R L', D TC rR 'QO�
DUNN CREEK T6�/ .. - / �/ BI L IN/ CL S B RIPAq I -L3- POT Sta. 42+03.29
� N
RETAIN EXIST �/ / 08 I SEE D TAIL 4 - R � LOCATII
TIE BDO INTO NEWLY I �' I I EXISTING CUKIi nAl
m MH / �` \ GRADED SWALE ON P RK SHEET CD-8 /0 CONCRETE v
/ EST 8 TONS MULTI -USE PATH
� h TYPE 2 CURB RAMP
BDO NCDOT RENOVATION PROJECT EST 18 S GEO ,. ,,, - 1.1.10 I I I I SEE SHEET CD-4
STD NO 850.10 -L3- PRC__ t 40+46.93 INV OUT = 387.10 I UNDEI
ELECTRIC
2 / APPROXIMATE n 1 r
INVERT = 384.6 Iz �_ ��
/5L _j
NOW ur% rORMERLY nT LANDSCAPE MOLT]PAR� I I I I -L3 - PT StG. 41 +88.79
TOWN OF WAKE FOREST �� 5 / l5 J 'r- -� TIMBERS CUf� RAMP
DB 2916 PG 176 �e/ N / / NOW OR FORMERLY b
iSEEuSHA ch C - RAISE X INV IN = 366.99
PIN" 1841829179 TO GRAD o �, BASKETBALL TOWN OF WAKE FOREST
.Q PIN° 1841829179 CD
o �, �, / / ('� wv OUT = 386.64 I I a w \, _SINGLE CURB RAMP
m w Q/ COURT DB 2916 PG 176 J r'� w�l T`
I 1 `J WATER VALVE `� mQ \. CgSEE SHEET CD-6
6 / SHEL ER I EXPOSED BOULDERS APPROXIMATE NUT ELEV I g I I I T/C 393.81
CID�,!� \=389.90' _ ASPHALT INV OUT = 3b.�n
APPROXIMATE + WATER VALVE APPROXIMATE NUT ELEV
INVERT = 385.6 I j I I=391.3'
AILEY YOUNG DAM & ROUND
N I I w I ELECTRIC
STREAM RESTORATION PROJECT I �/ 0 I I LIGHT CONSTRUCTION NOTES
I
CONSTRUCTED IN 2019 SEE NOTE 3 SHEET C-7 POLE AILEY YOUNG I / I �l CURVE WIDENING
I � Z v
/ Co PARK I I 2 TIE PROPOSED SIDEWALK TO EXISTING
SIDEWALK
CONSTRUCT STANDARD GREENWAY DRIVEWAY
\* Nc� X/ x I � I APRON (SEE SHEET CD-4 FOR DETAIL) k- ,m �, �,, -L3- PC Sto. 35+46.8/ INS F/ I I ®INSTALL BOLLARDS (SEE CD-5 FOR DETAIL) y I 6 �Najx I I C O I
PEDESTRIAN GREENWAY LANDING AREA
(SEE CD-3 FOR DETAIL)
PI Sto 38 +64.29 PI Sto 4/ +18.10 �ATCh'�� I SPECIAL LATERAL ' V' DITCH ' �� I I I� I © ADJUST SANITARY MANHOLE
89° 32 49.3„ IRTI 9° 55 /4.4„ ll /vE `�r' WITH PSRM
D = 17° 54' 17.8" D = 6° 59' 14.2n rSEE S L3- STA SEE DETAIL 1 /� I
IN 7❑ ADJUST WATER METER
L = 500.12' L = l4/.98' yEET •3$7C HEET CDs x ,� X II I 11
/ I ®RELOCATE WATER METER
R = 320.00" R = 820.00" ^SAL LATERAL 'V,
►'SRM H pl k X I I I ADJUST WATER VALVE
1 9❑
88
86
384
382
380
378
PIPE HYDRAULIC DATA
18" RCP
DRAINAGE AREA = 0.22 AC
DESIGN FREQUENCY = /0 YRS
DESIGN DISCHARGE = 0.86 CFS
DESIGN HW ELEVATION = 38/.00 FT
25 YEAR DISCHARGE = 0.95 CFS
25 YEAR HW ELEVATION = 38/.03 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY = N/A YRS
OVERTOPPING ELEVATION = NIA FT
=
°
°
v
Ly
N,
.1 3e
Y'
,
382
380
378
376
-
372
72
370
000
3 6 8
366
3
362
PIPE HYDRAULIC DATA
l8" RCP
DRAINAGE AREA = 0.45 AC
FREQUENCY = /0 YRS
DESIGN DISCHARGE _ I CFS
DESIGN HW ELEVATION = 384.03 FT
25 YEAR DISCHARGE = 1.08 CFS
25 YEAR HW ELEVATION ION = 384.05 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= N/A YRS
OVERTOPPING ELEVATION = NIA FT
36
366
W10DESIGN
°f
62
.360
1 11
Al
Ar
I
I
1
11
1
1--
1
1
1-
F_ I
1
11
1
1
1
1
1
1
111
1
1 11
111
111
It
3 60
3587
40
°
1
1°
-00
.
-
°
_
356
56
PO-
35 36 37 38 39
40
41 42
PREPARED IN THE OFFICE OFo
ILICENSE #F-01D2
421 FAYETTEVILLE ST., SUITE 600
RHONE: ,NORTH 2000 NA 27601
Horn PHONE:[phone]
C 2023
MULTI -USE PATH AND
DRAINAGE PLANS
,,,
CAR4�
°a�oFEssi°N��q
SEAL =
=
O48986
�° �
��Q
``iiiiiiiii ``
HORIZ
20 0 40
PROJECTo
DUNN CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
C T
VLRI
2 0 4
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
Cog NUMBER°
0 113 1104 I
SHEET NUMBER°
C-8

O
O
N
N
ti
NOW OR FORMERLY
I� TOWN OF WAKE FOREST /5
SPECIAL LATERAL BASE DITCH DB 2916 PG 176
�MAIL W/ CLASS B RIP RAP PIN° 1841829179
-L4- POT Sto..10+0000 NOW OR FORMERLY SEE SHEET 8 6 -L4- PRC Sto.18+39.45
1 � DEETRA SMITH EETTCD
I DB 8337 PG 305 EST I10 TONS
SIN° 1841825152
BEGIN CONSTRUCTION SPECIAL LATERAL 'V' DITCH EST 245 SY GEO SPECIAL STANDARD BASE
W/ CLASS B RIPRAP DITCH W/ CLASS B RIP RAP
SEE DETAfL�7'SHE`r7-E - SEE DETAIL 7/SHEET I
E NELSON AVE OQ,�. -L4- POT Sto. /0+/1.00 - ES 185 TONS
PUBLIC R/W -� OO T EST 70 TONS
ASPHALT _ TIE TO EXISTING EST 153 SY GEO 405 SY GEO
E NELSON AVE � -P SPECIAL LATERAL 'V' DITCH 10"CONCRETE
+u�►�
-OHP W/ PSRM GREENWAY NOW OR FORMERLY INSTALL COMPOSITE
CB ® I BEGIN GREENWAY SEE DETAIL I GEORGE & MARY MERRITT WOOD SAFETY FENCE
118 PG 762 Sto.16+20 TO Sto.17+32
\ + BEGIN GRADE SHEET CD-8 -L4- PT Sto. 14+24.30 1 61538
PIN° 41825033 �
1 I -L4- Sto.10+19.00 -L4- PRC Sto. 11+83.64 -L4- PC Sto. 16+22.17
CONCRETE"` INSTALL COMPOSITE n
I WALL WOOD SAFETY FENCE r
coNc � Sto. l2+15 TO Sto.13+25 -L4- PC Sto. 15 +58.98 ' z
CONIC
I I ® F C
tis
QQP-
M - -� HRUBBERY H - - - � -fit 28.0 P� 7 - _ r
Q 1 I Pf
_ PE PE
j O
WI �1 wcia a ° ° - °
PEA - - - ° PE _ - -PE _- ° m 8 ° ° 8• 0 5�R _
W o 3 �� 42, 32✓" E PE � F F 03
PE- - - - - - ° °� - - - - - - - - - - - ° +
��m I INSTALL COMPOSITE
F .OW OR FORMERLY F
/7 TOWN OF WAKE FOREST WOOD SAFETY FE o / �8 49' 5/J" E F 30'R \
I� Q�
I ~ N e6" i9• 11.00• w 16aoo• DB 2822 PG 851 Sta. 11+75 TO S f2 "' / - a
+ k - PIN 1841815924 N a6" 12' 1 I.00• w 162.e7 - -
IN 86" �9• � �.00• �a �� ° F �. oo �� ��.�� ry cU7.64' r _ _
- ° rn oQ a UNDERGROUND a f
Q2 NOW OR FORMERLY WOOD SHED ELECTRIC xGO "IA� / ° ° o I l F
/ NEIL & TAMMY
MCPHERSON NOW OR FORMERLY Z J �F, ®I /�Q�Q`�
5 CONCRETE I�
-L4- PC Sto. 10+9/.92 111411 PG Mir ANNIE & EMILIO HOPE s I li y/ SIDEWALK s rn
PIN# 1841813839 DB 13739 PG 470
-L4- l7, ��� PIN# 1841815808 o I 3 �; , o �� 8 °0 15'R° ° °
NOW OR FORMERLY
-L4- PRC Sto. 13+56.97` a VICTOR & MARTISHA \ ° I
PI Sto 11+38J4 PI Sto 12+71.69 PI Sto 13+90.84 PI Sto 15+90.6/ I o••-••-•-• SANDERS CP p
0 = /r 3/' 0/.8" QT) L = 24' 49' 37.2" (RT) L _ IF 25' 541 QT) L = 6° 02' 02.4" (RT) � r,1 � I „UNDERGROUND DB 13w767 PG 281 � F � �-
D = 19" 05' 54.9" D = 14' 19' 26.2" D = 22° 55' 05.9" D = 9. 32" 57.5" UNDERGROUN I ELECTRIC PIN 184181784
O PE
L = 91.72 L = 173.33 L = 67.33 L = 63.19 TELEPHONE �+ I 111 UNDERGROUND -L4- PCC Sto. 16+70.60
T = 46.22' T = 88.04' T = 33.87' T = 3/.62' � � TELEtONE
R = 300.00' R = 400.00' R = 250.00' R = 600.00' � � � � -L4- PC Sto. +63.60
-L4- PRC Sto. 17+00.77 /N ALL COMPOSITE
PI Sto 16 +53.5/ PI Sto 16 +85.74 0 = 180° 00' 00.0" QT) PI Sto 18 +02.03 a WOOD SAFETY FENCE
� = 92° 30" 00.5" (RT) � _ hr 3/' 19.6" (RT) 0 = 22° 52" 19.6" QT) -WIC Sto.17+32 TO �18+70
L = 62.84' NOW OR FORMERLY v
D = 190° 59' 09.4" D = 38° 11" 49.9" Iq = 20.00' D = 30° 09' 20.4" JDBM327E CGRRO7L °CP
L = 48.43' L = 30.16' L = 75.85' -'
T = 31.34 T = 15J3 T = 38.44 °' BM 1993 PG 1122 °.
� � � � a PIN° 1841818728 F
R = 30.00' R = 150.00' R = 190.00' L) ��, s
❑l
2
❑
❑3
®
5
❑
©
7❑
®RELOCATE
CONSTRUCTION NOTES
CURVE WIDENING
TIE PROPOSED SIDEWALK TO EXISTING
SIDEWALK
CONSTRUCT STANDARD GREENWAY TAIL)DRIVEWAY
APRON (SEE SHEET CD-4 FOR DETAIL)
INSTALL BOLLARDS (SEE CD-5 FOR DETAIL)
PEDESTRIAN GREENWAY LANDING AREA
(SEE CD-3 FOR DETAIL)
ADJUST SANITARY MANHOLE
ADJUST WATER METER
WATER METER
ADJUST WATER VALVE
400
il
3 74
3
.
392
368
390
•
66
e
-
�°
386
62
IF
382
\
380
356
378
354
1352
17
374
350
79
AIII
348
d
•
370
346
IIII
I �
� �
�
10
11
12 13
14
14
15 16
17
18
19
PREPARED IN THE OFFICE OFo
Horn
ILICENSE #F-01D2
421 FAYETTEVILLE ST., SUITE 600
R,NORTH NA 27601
PHONE: [phone]
C 2023
MULTI -USE PATH AND
DRAINAGE PLANS
CAR4� -;
°a�oFEss�°N��q
SEAL
=
048986
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HORIZ
PRoJECTo
DUNN CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
VCRT
2 0 4
This document, together with the concepts and designs presented herein,as an instrument of servicesis
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
Cog NUMBER°
0 113 1104 I
SHEET NUMBER°
C-g

O
Ul
O
-L4-
PI Sto 36+52.57
PI Sto 19+37.26
L = 180° 00' 00.0" 1 PI Sto 20+70.91
A
= 178° 44' 09.7" (RT )
A
= 2/° 07' 16.5" (LT )
L = 62.84' A
= 27° 07' 58.9" (RT )
D
= 286° 28' 44.0"
D
= 30° 09' 20.4"
R = 20.00' D
= 38° 11' 49.9"
L =
62.39'
L =
70.04'
L =
71.03'
T
= 1,813J2'
T =
35.42'
T =
36.20'
R
= 20.00'
R
= 190.00"
R
= 150.00'
PI Sto 22 +00.94
P1 Sto 22 +58.17
PI Sto 23 +22.53
PI Sto 23 +53.85
L =
106° 17" 46.9" (LT )
L
= 108° 24' 36.1" (RT )
0 =
117° /5' 25.5" (LT )
L
= 35° 20' 59.6" (RT )
D =
190° 59' 09.4"
D
= 190° 59' 09.4"
D =
190° 59' 09.4"
D
= 95° 29' 34.7"
L =
55.66'
L =
56.76'
L =
61.40'
L =
37.02'
T =
40.03'
T
= 41.60"
T =
49.20'
T
= 19.12'
R=30.00'
R=30.00'
R=30.00'
R=60.00'
O
1346
1344
1342
1338
1334
D
PI Sto 22+08.84
L =
158° 02' 36.5" (R7
D
= 286° 28' 44.0"
L =
55.17'
T =
103.10"
R
= 20.00'
004..---10
so
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SPECIAL STANDARD BASE
DITCH W/ CLASS B RIP RAP
SEE DETAIL 7
SHEET CD-8
EST 185 TONS �A,
EST 405 SY GEO
INSTALL COMPOSITE
WOOD SAFETY FENCE 1 /
��
Sta.18+70 TO Sta. Z0+03
-L4- PRC Sto. 19 +01.84 m
e
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18' RC -IV
NOW OR FORMERLY 0 TOE PR TECTION
OWN of WAKE FORE n, EST 31 S SRM
DB 2916 PG 176 ,s SEE DETAIL 2
PIN° 1841829179 `,? SHEET CD-8 I
18" HDPE
BDO NCDOT -
TD N 8560 °7
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WOAFETY FENCE NOW OR FORMERLY
Stp.2 03 TO Sto .Zlf33rOWN OF WAKE FOREST
-L4- PCC Sto. 19+71.88 DB 15653 PG 1539
BM 2014 PG 609
'° 18419029r
-L4- PRC Sto. 23 +34.73
INS -TALL COMPOSITE
A70 D SAFETY FENCE
Sta.23+60 TO Sta.24+25
-L4- P . 9.09
332 DITCH LEAVES ALIGNMENT ALONG -L4- LT
330 SEE PLAN SHEETS FOR LOCATIONS
1328
1326
1322
LEA
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc°
shall be without liability to Kimley-Horn and Associates, Inc°
Copyright Kimley-Horn and Associates, Inc 2023
19 20
PREPARED IN THE OFFICE OFo
Kimley)))Horn
21
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
0%
23
MULTI -USE PATH AND
DRAINAGE PLANS
CONSTRUCTION NOTES
❑ CURVE WIDENING
TIE PROPOSED SIDEWALK TO EXISTING
SIDEWALK
❑3 CONSTRUCT STANDARD GREENWAY DRIVEWAY
APRON (SEE SHEET CD-4 FOR DETAIL)
® INSTALL BOLLARDS (SEE CD-5 FOR DETAIL)
❑5 PEDESTRIAN GREENWAY LANDING AREA
(SEE CD-3 FOR DETAIL)
© ADJUST SANITARY MANHOLE
7❑ ADJUST WATER METER
® RELOCATE WATER METER
9❑ ADJUST WATER VALVE
3541
3521
3501
344
342
340
338
PIPE HYDRAULIC DATA 32
72" RCP
DRAINAGE AREA = 84.38 AC
DESIGN FREQUENCY = /0 YRS
DESIGN DISCHARGE _ 127 CFS
DESIGN HW ELEVATION = 327.47 FT
25 YEAR DISCHARGE = 145 CFS
25 YEAR HW ELEVATION = 327.95 FT
OVERTOPPING DISCHARGE = N/A CFS
OVERTOPPING FREQUENCY= N/A YRS
OVERTOPPING ELEVATION = NSA FT
330
32 8
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NOTES: I�
1. CURB PROFILE GRADE POINT IS LOCATED �
AT EDGE OF PAVEMENT
2. DIMENSIONS ARE MEASURED FROM EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED
J. -YICURB- STATIONING IS INDEPENDENT
OF -Yl - ALIGNMENT STATIONING
NOW OR FORMERLY DB 7484 PG 559
2 PHILIP D. SYKES BM 1994 PG 1298
PIN" 1850092046
NOW OR FORMERLY
GALE & MYRA PARKER
o DB 79-E PG 320
0o PIN° 1840999131 NOW OR FORMERLY
NOW OR FORMERLY "' CANDICE D. GINGLES
GALE & MYRA PARKER DB 16775 PG 2 Ni ti
�. a``' BM 1982 PG 467� NOW OR FORMERLY N
DB 2492 PG 554 PIN° 1850090154 0 NOW OR FORMERLY NOW OR FORMERLY w W NOW OR FORMERLY
PIN° 1840998199 VAUGHN LOWMAN
IT LAURIE N. HARRIS o '
DB 15345 PG 2433 WINASH PROPERTIES, LLC o WS TWF INVESTMENTS, LLC
DB 5622 PG 441 N o 1 14507 PG 398
iv /9 BM 1994 PG 1298 DB 11238 PG 1018 BM 1994 PG 1298 Lnn �' i
rn �n BM 2012 PG 1209
;n PIN" 1850090091 BM 1994 PG 1298
PIN° 1850082846 , ' PIN" 1850084815
nn � �" PIN° 1850081963 N Q1
K1 O DD N
Ln
NOW OR FORMERLY Z STANDARD LATERAL V DITCH 5? 2/ Q
PAMELA GRUBBS SEE DETAIL 3 0 cq Do Uj N Z Z
DB 8157 PG 2705 SHEET CD-8 0 Ln Q Uj 10.M� PIN° 1840998440 CLASS I RIP RAP a �i o q
�� OUTLET PROTECTION ''' ``'18' RCP - IV LO Q o ao END CURB AND GUTTER- /$EST 4 TONS M M N -YICURB- l9-F18.40 =
b b EST 8 SY GEO LS Lo °° M -Yl- 19f68.00 (7.5' LT)
00 18" RCP - IV 'n M STANDARD LATERAL V DIT Q M z �, SEE CURB PROFILE
NN M M W/ CLASS B RIPRAP RETAIN Z �, TIE TO NEWLY pQ
GRADE TO DRAIN SEE DETAIL 4 M CONSTRUCTED CURB
M M 18" RCP - IV M M SHEET CD-8 RETAIN ► Z_ RAMP/SIDEWALK
NOW OR FORMERLY MM l0'CONCRETE Z Z E 35 TONS
LAURI ARNTSEN i E� 77 SY GEO �� I I -Yl - POT,, ,,,°ST
1 DB 12286 PG 87 Z Z 9 11 MULTI -USE PATH /�/ I RETAIN
50 BM 1994 PG 1298 \�\ 15" RCP - IV p� 01 J UTILITY EASEMENT
DB 2012 PG 961
PIN° 1840996332 a i �a 1110 � � �� o I � � � I I � W BM 2012 PG 1209 _ 1106 x
7 aL �G A — - P a PE /�i/ w � ' w FIBER DTI Qy
PE 4 WIRE FEENCE o > I c� I a I Z
PE LHW / Q 1 08 LHW X X x T X X a I o: I
PE — _ UE C o I Q�� _-�/1�5�+f�OpOp- - = H + 335.77 F 33 .3W HP+UTIL
U V 72 15 g, . �33t. e NDERG4UND
�a — w III
. a -© - + ® 7 —��= IN UNDERGROUND FI _ °.. . . ° .. ° . - - -. - - .. - . ° - .. ea .
e
a a a a a a. a ,q ,q a a ,q F�� o .
o 0 0 0 0 o ea a e a e Q f�a �tia a= - - �a - a °a . a ° ° a °o a ea ° • - .. pa a ....a . - - - -
o o °o °� o ° • o ° °
° • ° . ° • ° ° . °o ofo
in - l6 DR 2' -6" C&G CB —Yl — � F 16' DR J � z� o CB I6' DR l ° / v l6' DR z v / 332. '
18" RCP - Iv + >>05 S 56° ll' S5.$° E FwA1T AVENUE 1�O7, WAIT AVE F ito— — ��Q4 �o C >>09 �, o a ie CONSTRUCTION NOTES
?UTL- a _ VARIABLE WIDTH T�-- S ���p Q?UTL - - - - -I - x ZOfOO o10 /
UNDERGROUND FIBER 0 IC o - - - - I- - - -?UTL- - _/5_ 00 - PUBLIC R/W
CB I$" RCP - IV CB _ _ - CB RIM = 32120 B - J�0 LL _ - _ —``' -- _�!�-
m �, —Y/- _ �l CURVE WIDENING
3 INV IN(E)=34 45 �� TIE PROPOSED SIDEWALK TO EXISTING
V IN(S)=317 70
- + I ' - - 1 V OUT=31 3
- �N=L_V- _ _ f� —� I - 2 SIDEWALK
CONSTRUCT STANDARD GREENWAY DRIVEWAY
-Y1 CU RB- SAWCUT EXIST PAVEMENT RIM = 336.70 APRON (SEE SHEET CD-4 FOR DETAIL)
I AND CONSTRUCT 2'-6"C&G INV IN = 331,82 END CONSTRUCTION 4 INSTALL BOLLARDS (SEE CD-5 FOR DETAIL)
NOW OR FORMERLY R MM 306.30 I I (SEE TYPICAL SECTIONS) INV IN(4")=332.10 -Yl - ST A 19+68.00 ❑
HILLSIDECENR NURSING INV IN=299.52 INV OUT = 329.55 TIE TO EXISTING �5 PEDESTRIAN GREENWAY LANDING AREA
LC INV OUT=299.22 ADJUST EXIST MANHOLE (SEE CD-3 FOR DETAIL)
DB 8389 PG 420 TO BE FLUSH WITH
PIN° 1840984938 ADJUST EXIST MANHOLE
ADJUST EXIST MANHOLE SIDEWALK © ADJUST SANITARY MANHOLE
TO BE FLUSH WITH TO BE FLUSH WITH
O SIDEWALK SIDEWALK
5 7❑ ADJUST WATER METER
®RELOCATE WATER METER
ADJUST WATER VALVE
1
50
316
348
14
346
312
344
31
-'
42
Ll
308
340
3
.33
304
°
336
°
302
-
334
300
332
2
296
328
00,
2 4
2
2 2
324
°-
290
322
°
-
288
320
2
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1
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10
11 12
13
14
15
15
16
17 18
PREPARED IN THE OFFICE OFo
HornPHONE:[phone]
NC LICENSE #F_01 D2
421 FAYETTEVILLE ST., SUITE 600
R,NORTH 2000 NA 27601
C 2023
MULTI -USE PATH AND
DRAINAGE PLANS
����I � I„/,,,, �%
CAR4� -;
= SEAL °° =
=
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°° �
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°°°°�Q
111nll D.
HORIZ
20 0 40
PRoJECTo
DUNN
CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
CRT
VLRI
2 0 4
LIIIIW%�
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improperNGI
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.<
Copyright Kimley-Horn and Associates, Inc., 2023
Cog NUMBER°
0 113 1104 I
I
SHEET NUMBER°
C-

LIST OF ROADWAY STANDARD DRAWINGS
GENERAL NOTES
DEMOLITION NOTES
O
O
N
N
N
ti
THE FOLLOWING ROADWAY STANDARDS AND ANY OTHER APPLICABLE STANDARDS WITHIN
THE IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT
OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD NO.
DESCRIPTION
200.02
METHOD OF CLEARING - METHOD II
225.02
GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
300.01
METHOD OF PIPE INSTALLATION
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
840.01
BRICK CATCH BASIN - 12" THRU 54" PIPE
840.02
CONCRETE CATCH BASIN - 12" THRU 54" PIPE
840.03
FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN
840.14
CONCRETE DROP INLET - 12" THRU 30" PIPE
840.15
BRICK DROP INLET - 12" THRU 30" PIPE
840.16
DROP INLET FRAME AND GRATES - FOR USE WITH STD DWGS 840.14 AND 840.15
840.25
ANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE
840.31
CONCRETE JUNCTION BOX - 12" THUR 66" PIPE
840.32
BRICK JUNCTION BOX - 12" THRU 66" PIPE
840.45
PRECAST DRAINAGE STRUCTURE
840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.54
MANHOLE FRAME AND COVER
840.66
DRAINAGE STRUCTURE STEPS
846.01
CONCRETE CURB, GUTTER AND CURB AND GUTTER
848.01
CONCRETE SIDEWALK
848.02
DRIVEWAY TURNOUT - RADIUS TYPE
848.05
CURB RAMP
876.02
GUIDE FOR RIP RAP AT PIPE OUTLETS
UTILITY NOTES
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE
1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NORTH CAROLINA ONE CALL."
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION
OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY,
AGENCY, OR COMPANY.
ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET
SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED.
LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON
THESE PLANS ARE FROM THE CITY OF RALEIGH AND UTILITY COMPANY RECORDS
ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL
UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT FOR ANY ADDITIONAL INFORMATION ON
EXISTING WATER AND SEWER UTILITIES.
CITY OF RALEIGH TO INSPECT VIA VIDEO SANITARY SEWER SECTIONS BETWEEN
MANHOLES ADJACENT TO PROPOSED BRIDGES AND TO ASSESS SEWER CONDITION
BOTH PRIOR TO AND AFTER BRIDGE CONSTRUCTION TO ENSURE SEWER
CONDITONS ARE NOT ALTERED DUE TO CONSTRUCTION.
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL
BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND
ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR
ORDERING MATERIALS.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY
FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS.
CONTRACTOR SHALL ENSURE THAT INSTALLATION OF UNDERGROUND BRIDGE
STRUCTURES DOES NOT IMPACT ADJACENT EXISTING UTILITIES, INCLUDING WATER
AND SEWER LINES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO
EXISTING UTILITIES DURING SUCH INSTALLATIONS USING VIBRATORY HAMMERS,
PILE DRIVERS, OR ANY OTHER METHOD AT NO ADDITIONAL COST TO THE OWNER.
CONTRACTOR SHALL RELOCATE ANY WATER OR SEWER SERVICES SUCH AS METERS
AND CLEANOUTS OUTSIDE OF SIDEWALK/GREENWAY
2018 SPECIFICATIONS
GRADE LINE:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES
AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
CLEARING:
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
BY METHOD II.
SUPERELEVATION:
THE MULTI -USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON
THE TYPICAL SECTIONS.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS
PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE
PARTICULAR ITEMS INVOLVED.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE:
WAKE FOREST POWER - CHRIS TERRELL - [phone]
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
SPECTRUM
BRIGHTSPEED
DOMINION ENERGY
WINDSTREAM CABLE
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
EXCEPT AS SHOWN ON THE PLANS.
CURB RAMPS
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT
ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05 AND 848.06 UNLESS OTHERWISE
NOTED IN PLANS. MAXIMUM SLOPE IS 12:1 FOR ALL CURB RAMPS. TOWN INSPECTOR TO
REVIEW ALL RAMP FORMS BEFORE CONCRETE POURS.
SAFETY:
MAINTAINED PEDESTRIAN AND BICYCLE SAFETY AT ALL TIMES WITHIN PROJECT LIMITS
BY ADEQUATE FENCING AND SIGNAGE.
EROSION CONTROL:
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED
BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE
ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
TRAFFIC CONTROL:
TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE
INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS
SHALL CONFORM TO NCDOT 2018 STANDARD DRAWINGS FOR TRAFFIC CONTROL.
ALL LANE CLOSURE REQUESTS SHALL BE SUBMITTED TO THE TOWN OF WAKE FOREST
TRANSPORTATION ENGINEER AT LEAST 72 HOURS IN ADVANCE.
TREE PRESERVATION:
REFER TO CONTRACT SPECIAL PROVISIONS AND NOTES IN EROSION CONTROL PLANS
FOR TREE PRESERVATION REQUIREMENTS. CONTRACTOR TO STAKE THE PATH
ALIGNMENT AND PAVEMENT EDGES PRIOR TO TREE CLEARING TO PROVIDE TOWN
REPRESENTATIVES AN OPPORTUNITY TO REVIEW TREES TO BE CLEARED. CONTRACTOR
AND CLEARING CONTRACTOR TO WALK THE STAKED ALIGNMENT WITH TOWN
REPRESENTATIVES PRIOR TO TREE CLEARING.
WAYFINDING SIGNS:
REFER TO THE LATEST VERSION OF THE TOWN OF WAKE FOREST'S "A Comprehensive
Wayfinding Plan for Parks & Greenways: Design Workbook" AND THE PROJECT SPECIAL
PROVISIONS FOR ADDITIONAL INFORMATION ON WAYFINDING SIGNAGE REQUIREMENTS.
QITC AI/ITCQ
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM
WHEN WALKS ARE 10' WIDE. MATCH WIDTH UNDER 10'.
CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF
4" THICKNESS WITH 12" X 12" W1.9 X W1.9 WELDED WIRE FABRIC THROUGHOUT.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS.
CONTRACTOR TO GRADE FILL/CUT SLOPES TO TIE INTO EXISTING GROUND AND AVOID
PONDING.
CONTRACTOR RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF EXISTING MAILBOXES.
U.S. POSTAL SERVICE IS NOT TO BE INTERRUPTED DURING CONSTRUCTION. THIS WORK WILL BE
CONCIDERED INCIDENTAL TO PROJECT CONSTRUCTION/GRADING.
THE CONTRACTOR SHALL NOTIFY THE TOWN OF WAKE FOREST, THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT, AND UTILITY COMPANIES PRIOR TO STARTING WORK.
THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE
EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL
FROM THE TOWN AND NCDOT.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS
AND DEBRIS.
ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR.
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY
PROVIDER(S).
CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION
THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH
WITH NEW GRADE BY CONTRACTOR.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE.
ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO
MULCH, AND STOCKPILED FOR FUTURE USE OR SPREAD THROUGHOUT PROJECT.
CONTRACTOR TO REMOVE ANY STOCKPILED MULCH AFTER PROJECT IS COMPLETED.
TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER
APPLICABLE PERMITS AND THE BID DOCUMENTS.
ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION LIMITS
SHOWN ON PLANS UNLESS CONTRACTOR OBTAINS WRITTEN APPROVAL FROM
PROPERTY OWNER.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW
CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING
ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. TOWN SHALL
APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT TOWN STANDARDS
ARE MET.
CONTRACTOR SHALL RESTORE THE LAY -DOWN AND STAGING AREA TO ORIGINAL
CONDITIONS AND TO THE SATISFACTION OF THE OWNER AND TOWN, PRIOR TO
DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION AND PERFORMED IN
ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.
ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED
AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND
DRAWINGS.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY,
INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO
BE REMOVED.
SHEET NOTES
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE,
ARE BASED ON SURVEY.
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED
IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND
APPROVED BY THE TOWN OF WAKE FOREST. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL
REMAIN IN PLACE DURING CONSTRUCTION.
TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY
SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD.
DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE
ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR
RECORD KEEPING.
THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS
OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK.
ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY
BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF
SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT.
CONTRACTOR TO VERIFY THE EXISTING DITCH/PROPOSED PIPE INVERTS AND ADJUST
AS NEEDED.
ALL GREENWAY SIGNS SHALL BE MOUNTED WITH SIGN EDGE A MINIMUM
OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE TOWN.
PREPARED IN THE OFFICE OFo ��ii PROJECTo
llo,,000/oT���'�
■ LIST OF ROADWAY �oa�oFEssi°N�oq
NC LICENSE #F-D1 D2 __ a Q � �D U N N CREEK GREENWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421FAYETTEVILLEST.,SUITE600 STANDARD DRAWINGS = SEA _ NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 AND GENERAL NOTES — 048986
aa This document, together with the concepts and designs presented herein, s n instrument of services is Klmley�))Horn PHONE: [phone] °
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '� ,�
shall be without liability to Kimley-Horn and Associates, Inc.<'� V,Q Cog NUMBER° SHEET NUMBER° Cp-
Copyright Kimley-Horn and Associates, Inc., 2023 ii i iii w� O 113 1104

PAVEMENT SCHEDULE
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EXIST
ROW
EXISTING
GROUND
-Ll -, -L2-1 -L3-
ASPHALT GREENWAY
0.5' , , 2' , 5'
5' , 2'
COMPOSITE WOOD
SAFETY FENCE EXISTING
(SEE CONSTRUCTION GROUND
PLANS FOR LOCATIONS) Cl GRADE
SEE ttc
EXISTING NOTE 6 02 GROUNDT
GRADE TO
THIS LINE
GEOTEXTILE STABILIZATION
FABRIC (AS REQUIRED FOR
STABILIZATION OF SUBGRADE)
(SEE UNDERCUT DETAIL)
TYPICAL SECTION NO. 1
-Ll- STA 12 + 95.00 TO STA 25 + 14.00
-L2- STA 10 + 2 6.00 TO STA 34 + 00.00
-L3- STA 10 + 05.00 TO STA 41 + 79.00
GENERAL GREENWAY NOTES:
1. 10' MINIMUM VERTICAL CLEARANCE TO TREES
2. 3' MINIMUM HORIZONTAL CLEARANCE FROM
EDGE OF GREENWAY TO TREES OR SIGN
3. PROVIDE A COMPOSTIE WOOD SAFETY FENCE
FOR THE FOLLOWING CIRCUMSTANCES:
SLOPE > 3:1 AND DROP OF 6'
SLOPE > 2:1 AND DROP OF 4'
SLOPE > 1:1 AND DROP OF V
/0'
MULTI -USE PATH
S/
02_
Tj/
-Yl- WAIT AVE
(HWY 98 BUSINESS)
VARIES
29.5' - 48.5'
3' 2' VARIES
5' - /0.5'
/'
GRADE I
POINT
TYPICAL SECTION NO. 3
SEE
DETAIL I
- -EXIST _ - - - - -_
/2"
U
-GRADE TO
THIS LINE
-Yl- STA 11 + 00.00 TO STA 19 + 68.00 (LT)
USE-YICURB- PROFILE FOR GRADE POINT
(ADJUST TO GRADE POINT MAY BE REQUIRED
TO MAINTAIN EXISTING ROADWAY CROSS SLOPE)
GENERAL GREENWAY NOTES:
1. 10' MINIMUM VERTICAL CLEARANCE TO TREES
2. 3' MINIMUM HORIZONTAL
CLEARANCE FROM EDGE OF GREENWAY TO TREES OR SIGN
3. 6x6 - W2.9 WELDED WIRE FABRIC SHEETS AT MID -DEPTH
WHEN DIRECTED BY DESIGN ENGINEER.
4 %2" RADIUS ON EXPOSED EDGES, TYPICAL
5. BRUSH FINISH PERPENDICULAR TO WIDTH OF TRAIL
6. PLACE SAW -CUT TRANSVERSE CONTROL JOINTS AT MAXIMUM
OF 12" O/C OR AS OTHERWISE SHOWN ON PLANS
7. PLACE TRANSVERSE EXPANSION JOINTS AS SHOWN ON PLANS.
8. TRAIL SECTIONS SHOWN MAY BE ALTERED TO CONFORM
TO GEOTECHNICAL INVESTIGATION FINDINGS, WITH ENGINEER APPROVAL.
9. CONCRETE TO BE MIN. 3000 PSI AT 28 DAYS AIR ENTRIANED.
PREPARED IN THE OFFICE OFo
-Ll-, -L2-,-L3-,-L4-
CONCRETE GREENWAY
CONCRETE MULTI -USE PATH
COMPOSITE WOOD
SAFETY FENCE
(SEE CONSTRUCTION
PLANS FOR LOCATIONS)
EXISTING NOTE
GROUND
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: '))Horn
This document, together with the concepts and designs presented herein, as an instrument of services is K10mley
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
THIS LINE
GEOTEXTILE STABILIZATION
FABRIC (AS REQUIRED FOR
STABILIZATION OF SUBGRADE)
(SEE UNDERCUT DETAIL)
TYPICAL SECTION NO. 2
EXISTING
GROUND
-Ll-
STA
9 + 80.00 TO
STA 12 + 95.00 (INCLUDING CONNECTION TRAIL)
-L2-
STA
34 + 00.00 TO
STA 35 + 06.71
-L4-
STA
10 + 19.00 TO
STA 24 + 30.42
GENERAL GREENWAY NOTES:
1. 10' MINIMUM VERTICAL CLEARANCE TO TREES
2. 3' MINIMUM HORIZONTAL
CLEARANCE FROM EDGE OF GREENWAY TO TREES OR SIGN
3. 6x6 - W2.9xW2.9 WELDED WIRE FABRIC SHEETS AT MID -DEPTH
WHEN DIRECTED BY DESIGN ENGINEER
4 %2" RADIUS ON EXPOSED EDGES, TYPICAL
5. BRUSH FINISH PERPENDICULAR TO WIDTH OF TRAIL
6. PLACE SAW -CUT TRANSVERSE CONTROL JOINTS AT MAXIMUM
OF 12" O/C OR AS OTHERWISE SHOWN ON PLANS
7. PLACE TRANSVERSE EXPANSION JOINTS AS SHOWN ON PLANS.
8. TRAIL SECTIONS SHOWN MAY BE ALTERED TO CONFORM
TO GEOTECHNICAL INVESTIGATION FINDINGS, WITH ENGINEER APPROVAL.
9. CONCRETE TO BE MIN. 3000 PSI AT 28 DAYS AIR ENTRIANED.
10. PROVIDE A COMPOSTIE WOOD SAFETY FENCE
FOR THE FOLLOWING CIRCUMSTANCES:
SLOPE > 3:1 AND DROP OF 6'
SLOPE > 2:1 AND DROP OF 4'
SLOPE > 1:1 AND DROP OF V
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
TYPICAL SECTIONS
Cl PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 112 LBS. PER SO. YD. IN TWO LAYERS.
PROP. APPROX. l.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
C2 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD.
C3PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C,
AT AN AVERAGE RATE OF 168 LBS.PER SO.YD.IN TWO LAYERS.
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE. TYPE S9.5C. AT
C4
AN AVERAGE RATE OF ll2 LBS. PER SO. YD. PER l" DEPTH, TO BE PLACED
IN LAYERS NOT LESS THAN 1.5' IN DEPTH OR GREATER THAN 2" IN DEPTH,
D/ PROP. APPROX. 4' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.00,
AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
D2 PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
119.00, ATAN AVERAGE RATE OF 114 LBS. PER SO. YD. PER l' DEPTH TO BE
PLACED IN LAYERS NOT LESS THAN 25'OR GREATER THAN 4' IN DEPTH.
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
El AT AN AVERAGE RATE OF 570 LBS. PER SO. YD.
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT
E2 AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER r DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 3' OR GREATER THAN 5.5' IN DEPTH.
JI I PROPOSED 6' AGGREGATE BASE COURSE
R I PROPOSED 2'-6- CONCRETE CURB AND GUTTER
S/ I PROPOSED 4.5' CONCRETE GREENWAY WITH WELDED WIRE.
(SEE DETAIL SHEET CD-6)
T I PROPOSED COMPACTED EARTH MATERIAL
V I MILLING ASPHALT PAVEMENT, l.5' DEPTH
U I EXISTING PAVEMENT
GENERAL NOTES:
1. SEE PLANS FOR SPECIFIC ASPHALT AND CONCRETE
TRAIL LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI -USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. VARY BERM WIDTH TO PROVIDE POSITIVE DRAINAGE
(SEE CROSS SECTION SHEETS)
6. USE 3:1 SLOPES WHEN FILL IS LESS THAN V
7. BID ALTERNATE 1 AND 2 WILL BE PRECAST CONCRETE
(PERMATRAK) BOARDWALK WITH METAL RAILING OR
TIMBER RAILING. SEE STRUCTURE PLANS AND
SPECIFICATIONS FOR ADDITIONAL DETAIL.
WHERE REOUIRED TO SAWCUT
EXISTING PAVEMENT TO INSTALL
FULL DEPTH PAVEMENT, MILL 1.5'
BEYOND SAWCUT LOCATION
PRIOR TO SAWCUTTING EXISTING
PAVEMENT AND INSTALLATION OF
NEW PAVEMENT AND / OR
NEW CURB AND GUTTER.
�� 6 A R& TT
o�
� Q�OF ONgI oq ;
SEAL
048986
�FB p , V� \
MIN. MILLING LIMITS
NEW PAVEMENT - FULL DEPTH
(SEE CORRESPONDING TYPICAL SECTION
FOR REQUIRED PAVEMENT STRUCTURE)
SAWCUT EXISTING
PAVEMENT
3'
2' /' MILL AND OVERLAY
MIN MIN TIE NEW PAVEMENT
TO EXISTING
7/.5"
----------
-----------------
V U
DETAIL 1 - MILLING AND SAWCUT DIMENSIONS
PROJECTo
DUNN CREEK GREENWAY
NOT TO SCARE PHASE 3
JOB NUMBER° SHEET NUMBER°
0 1 13 1 104 1 CD-2

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GREENWAY LANDING AREA DETAIL
UNDERCUT EXCAVATION DETAIL
CURB
& GUTTER END TREATMENT DETAIL
TRAFFIC BEARING BOLTED
TRENCH DRAIN WITH SLOTTED
LID
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
/0'
TYPE X
FRAME
EXISTING
GROUND
GRADE LIMITS
MAXIMUM A F�
3/16' GAP OPEN
E �D
(BOTTOM OF SUBGRADEJ
• .. _l ill''/�'_
LANDING AREA No Q 5
o�
/4
2.
a
O ,.
.yam
�0MAN
e'•oo�n;
NoCL
�
VARIEST
2'-6"
CURB
& GUTTER
NEAvr ourY
o
nnAA''
�VSIT
BOLTED TRENCH DRAIN DETAIL DIMENSIONS (INCHES)
A B C D E F
IGEOTEXTILE
II�N
FOR
10 1.5 8 s 6 6
BOTTOM OF
UNDERCUT
SOIL STABILIZATION
PLAN VIEW
SEE PROFILE FOR LONGITUDINAL GRADE
CONCRETE SPILLWAY TRAIL
DETAIL
METAL PEDESTRIAN HANDRAIL DETAIL
A B C
(T (T-
REMOVE AND RESET
2' S' S'
2'
EXISTING RIP RAP
,. %2" EXPANSION
' "
6- 6
A B O p
C JOINT (TYP)
A01
°
EXISTING
A B
GROUND 6"CONC
GRADE
I
/N
02 _ 02 _
MULTI -USE ; ;
;
MULTI -USE
—
EQ
PATH b I ;r
, b
PATH
6" ABC
I I
I
l• 6" GRADE TO 6"
THIS LINE
P
o REMOVE AND
RESET
6x6xlO WELDED WIRE SET
EXISTING RIP
RAP
SET 2" BELOW SURFACE
SECTION B—B
EQ
C
5' 5' 5' 5'
5' 5'
IO' SPILLWAY
4' — 6"
PLAN VIEW
EQ
7- 7-
1 - 1,5 FINISHED GRADE
REMOVE
CONCRETE FOOTING
AND RESET
EXISTING
RIP RAP
IO' SPILLWAY
EXISTING
V.
• ' • . 0'
5' 5' 5' 5'
5' 5'
GROUND GRADE 6" CONC
• p ,' • p . p
•a.. v• �•
IN
02 _ 02 _
•a•' ° ;• 1, 6„ .••a' .a:o •a • a' •
GRAVEL BASE
8;.' 07
By'
$
o
0
0 _
- �• . �`
•c. 4 . • �'
%2"EXPANSION
le GRADE TO
GEOTEXTILE l 6 THIS LINE
6" ABC
6 /
"
OHO o� 4" 0000 O 000 oO0
a O�
JOINT (TYP)
SECTION A -A
FABRIC
6x6 l2"E LDED WIRE E T
SET
PROPOSED CONC
1' OR ASPHALT SIDEWALK
AS SHOWN ON PLANS
xREFER TO PROFILE FOR PROPOSED
APPROACH GRADE.
SECTION C-C
NOTES:
1. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH
2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX, O.D, STEEL PIPE
3. INSTALL NO CLOSER THAN 1'-6" FROM THE EDGE OF THE TRAIL
4, ALL JOINTS TO HAVE A 1 /2" FILLET WELD AT ALL JOINTS
5. AFTER INSTALLATION PAINT ASSEMBLY WITH 1 COAT METAL PRIMER AND 2 COATS BROWN ALL WEATHER ENAMEL
OR AS DIRECTED BY THE CITY
6. ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH
NOTE:
7. CONCRETE FOOTING TO BE 1' X 1' SQUARE
CONSTRUCT GROOVING ALONG CONCRETE SPILLWAY PER
8. ON CONCRETE SECTIONS OF TRAIL, INSTALL #4 BARS UP TO 1' X 1' SQUARE FOOTING
NCDOT STANDARDS SECTION 420 FOR GROOVING BRIDGE FLOORS.
PREPARED IN THE OFFICE OFo
�
NC LICENSE #F-0102
421 FAYETTEVILLEST.,SUITE600
Klmley�))Horn
CONSTRUCTION DETAILS
,,
CAR
,�o���0000000 0-,
; �oa�pFESS/pN°oq O
_ _
= SEAL =
NOT TO SCALE
PROJECTo
DU N N
CREEK G R E E NWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BYe
RALEIGH, NORTH CAROLINA
27601
0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and impropero�Q
PHONE: [phone]°
reliance on this document without written authorization and adoption by Kimley-Horn
and Associates, Inc.
C 2023
'�[� �O
<<'j
�oB NUMBER°
0 113 1104 I
SHEET NUMBER°
CD-3
shall be without liability to Kimley-Horn and Associates, Inca
��Q
Copyright Kimley-Horn and Associates, Inc., 2023
ii 1iiiiiW�`

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3' CURB
TRANSITION
IO' DROP CURB
3' CURB
TRANSITION
TIE PROPOSED WHEELCHAIR RAMP
TO CURB AND GUTTER
TRANSITION TAPER FOR
CURB AND RAMP
'ONCRETE�I\
CONC.
WHEELCHAIR
RAMP
CONCRETE i
/O'
SCORED CONTRACTION JOINT
r-- EXPANSION JOINT
MULTI —USE PATH
EXPANSION JOINT
ALL REQUIREMENTS OF NCDOT STANDARD DRAWING
*848.05 (WHEELCHAIR RAMP) APPLY.
-NOTE:TRUNCATED DOMES ARE TO BE BLACK
IN CONJUNCTION WITH THE MULTI —USE PATH
UNLESS OTHERWISE SPECIFIED BY TOWN
DETAIL SHOWING TYPICAL MULTI -USE PATH
CURB RAMP (TOWN)
(PLAN VI EW)
CONCRETE CURB CUT WHEELCHAIR RAMPS WILL BE PAID
FOR AT THE CONTRACT UNIT PRICE PER EACH
"CONCRETE CURB RAMP (MUP)."
4x4 POST INSTALLED 6'-0" ON CENTER
FRONT VIEW
12 DIA.
COMPOSITE WOOD SAFETY FENCE
NOT TO SCALE
ASPHALT
GREENWAY TRAIL
1 /2" EXPANSION
JOINTS
SIDEWALK
10'-0"
MINIMUM
EXISTING CURB &
GUTTER (TYPICAL)
PLAN VIEW
NOTE:
CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK,
INSTALLED CAP
INCLUDING COLOR
NG SS SCREWS
'OSITE POST WITH
WOOD INSERT
AR OPENING 11"
;IMUM (TYPICAL)
SI CONCRETE 2
SHED STONE
D SUBGRADE
SECTION VIEW
NOTES:
1) SLOPE TOP OF FENCE TO MATCH GREENWAY. MAINTAIN A MIN.54" TOP RAIL
ELEVATION FROM FINISH GRADE
2) ORDER LINE POST AND END POST FROM MANUFACTURER AS NECESSARY.
COMPOSITE FENCING PRODUCT DATA:
MANUFACTURER: VERANDA (OR APPROVED EQUAL)
STYLE: RANCH RAIL — 4 RAIL CONFIGURATION
COLOR: CAPE COD GRAY
STANDARD GREENWAY DRIVEWAY APRON
42"
%DIU
EXPANSION
JOINT (TYP,)
D ETAI L
CONCRETE DRIVEWAY APRON
WITH 6" MINIMUM THICKNESS
VARIES
5'-5" (MIN)
EXISTING
PAVEMENT
. r .
EXPANSION
JOINTS
SIDEWALK*
,
-III ��III„III='' TRAIL
COMPACTED BACKFILL
TYPICAL SECTION
*REFER TO PLANS FOR SIDEWALK LOCATIONS
NOTE: TRUNCATED DOMES ARE TO BE BLACK
IN CONJUNCTION WITH THE MULTI —USE PATH
UNLESS OTHERWISE SPECIFIED BY TOWN
PREPARED IN THE OFFICE OFo ��iiiii PROJECTo
��� llo,,o o o/oTq�x
K� ; �oa�pFESS/pN°oq
NC LICENSE #F-0102 = SEAL = DU N N CREEK GREENWAY
REV. No.: REnISIoNe DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLEST.,SUITE soo CONSTRUCTION DETAILS - NOT TO SCARE PHASE 3
imley,))Hor RALEIGH, NORTH CAROLINA 27601 048986
This document, together with the concepts and designs presented herein, as an instrument of services is PHONE:[phone] °
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inc. '/ � �Q Jog NUMBER° SHEET NUMBER°
///8Copyright Kimley-Horn and Associates, Inc., 2023 iiiilw O 113 1104 1 CD-4

03/09/2015 - 4:50:00 PM Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
03/09/2015 - 4:52:18 PM Details Provided by APPIAN Consulting Engineers - www.appianengineers.com
03/09/2015 - 4:50:25 PM
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IDetails Provided by APPIAN Consulting Engineers - www.appi(inengineers.com
LONGITUDINAL SECTION
EXISTING PORTLAND CEMENT CONCRETE �
6" 3"
�
A
�
TO
re-B
6" x 3" x 1/4" STEEL BOLLARD
PROPOSED ASPHALT CEMENT CONCRETE
1/2" DIA. HOLE FOR LOCK
i BEVELED LI. ASPHALT
i SLOPE (MILLED) SURFACE
COURSE
3/4"
ASPHALT
existing portland ° ° O�OOOoOOQ O BINDER COURSE
I 3" x 13" x 1/" STEEL PLATE 7/8
J i TACK WELD PIN CAP, TYP. y{_ 7/8"
HINGED 6 x 3 x 1/4 STEEL DROP
a ,
a 0 O
-II J
BOLLARD WITH PIN; PAINTED
cement concrete a: d 0
O
Q
r-
1" x 10" SS LOCK PIN
YELLOW (SEE SHEET 2)
BASE COURSE
OHO
base ODO�Oo00�00
iv II
1 1" x 10" SS HINGE PIN
(2) 5x6 PERMANENT P.T.
existing OO Q D�O�OOD
_-_------
I _
+
course
_ _ _ _ _ ------ FINISHED GRADE
POSTS, PAINTED YELLOW
WITH 14" SQ x 3' DEEP CONC. / 20' MIN. EASEMENT
12" MAX.
°
1/4 00
FOOTING. - EA. SIDE (SEE UDO 6.10.1)
° 1/4 TYP.
STOP SIGN /
LONGITUDINAL SECTION
3" x 61/4" x 1/2" STEEL PLATE
°
/
.'
EXISTING ASPHALT CEMENT CONCRETE1/4
TYP'
J1. 5�44
TO -
1 `':•:'':'
�5
PROPOSED ASPHALT CEMENT CONCRETE .''
,�,- ' ,yt�
-:...
2"xll/2"xl/4"x3"LONG ---�
° ° STEEL ANGLE
6p/
::.'.,.^.;,+tn';?:
-� ' ° ° ' PROPOSED
B A
° 3000 PSI. CONC. Jo
° ° , •
d
/: '.. i°
71/4"
BIKEWAY
°d
, . CEMENT
existing asphalt
O O CONCRETE
pavement section O OOoO (U�0 �ODOO Q
OOO O
SECTION A -A SECTION B-B
°.. a. APRON o R r
° ° o�
t1ARa `'
O O O OoO BASE COURSE
oO0 DOO OOOOG O� �OQO p
5'-6" CLEAR
REMOVE 6i : • : ' ' t . 3s�" to i i
• ��
BOULDER - TYPICAL
REPLACE CURB .,:iti;: �`; b o. s ` v : : ..-0
•.... ...r;;.;.: .
& GUTTER TO
>
HINGED BOLLARD HINGED BOLLARD
PAINTED YELLOW PAINTED YELLOW'
NEAREST JOINT
' `� = ' ;• / '
LONGITUDINAL OR
00g..::..�,
LOCK PIN
: BOULDER : `• CLEAR
5'-6"
-:r' (TYPICAL):'.. . HINGE PIN25
p
:, ,: y� R /�
TRANSVERSE SECTION
3,000 PSI AIR ENTRAINED+`
EXISTING PORTLAND CEMENT CONCRETE
CONC. @ 28 DAYS FOOTING
O'`
..
TO
PROPOSED PORTLAND CEMENT CONCRETE �• .. .-::•� `,..' 7,;:':. <i•.^.,'^' ' ;,' .`.:'• : ., :," .i, 4
- - - " •'
o -___- ��
_ _ _ _ _
- FINISHED GRADE
STANDARDNCDOT
°
PEDESTRIAN °
,.�..
CROSSWALK
'::•
00
°
a ° ° °
00>
°
�v O
STANDARD 30"
TT
CURB St GU ER
e - - - - - -r--`••°M1�`
nriO��D
:Gw,
p ' "T/211 F' _ �• a s .; - g
existing portland a [_-i - PROPOSED
/j , ° a °
C.f SS LOCK PIN °p
° °
cement concrete v a %' a PORTLAND
° °
pavement ° ° CEMENT
°
a�Oo CONCRETE
p �Ov�Op
° ° ' pa °
existing base �0
O
course O O OD BASE COURSE
° FOUNDATION
NOTES: DOWEL OR TIE BAR
p
SS HINGE PIN p ° p d . . e . .
RETAINING WASHER
1. Joint pavements as shown on this detail or as directed by the Town's Engineer.
3"x13"x1/" p ° . h
° p°
STEEL PLATE ° °
a
2. Place tie bars (deformed steel bars) along the longitudinal joints at 30" on center. Place dowel bars (smooth steel bars) along the
traverse joints at 12" on center. The placement and/or spacing of tie or dowel bars may be modified by the plans of the Town's�
O
�OQO ODD �Q7019___1
OQ O� 4" THICK GRAVEL BASE
Engineer. Measure the holes, to accept these bars, the O.D. of the bar plus 1/8" in diameter and 1/2 the length of the bar plus 1" unless
O
ODD p00oC7 O�OO O OD
ob
otherwise specified by the manufacturer of the adhesive. Use retaining washers (nylon, plastic or composite) on all bars to hold the
2" x 11/2" x 1/4" 0 �0 " � O 000Oo O o 6,00
2'-6" SQUARE
NOTES:
adhesive material in place. The retaining washers shall be: I.D. =bar O.D., O.D. =hole I.D. + 1/4"min., thickness =1/16"min. See
NCDOT drawing 700.01 for bar information. Provide bonding by
x 3" LONG -
ISOMETRIC f
standard sizes and other joint related adhesive material specified
STEEL ANGLE
1. Steel dropbollard maybe constructed as shown 2 Traffic Guard LProfile HDuty
3. See typical sections for pavement composition and for other specific information.
HINGED BOLLARD DETAIL
Hinged Bollard may be used (Model LPHDHB) installed per manufacturer's directions.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
VAAL.,
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
AManual
TOWN of WAKE FOREST, NC
of Specifications, Standards and Design
TYING PROPOSED PAVEMENT
Not To Scale
s o9
LOW PROFILE HEAVY DUTY
kale'
Not To Scale
Mail#;
8.15
MULTI -USE PATH DETAIL
Scale:
Not To Scale
Detail#:
8.08
TOWN of
TO EXISTING PAVEMENT
TOWN of
HINGED BOLLARD DETAIL
TOWN of
STREET TIE-IN
�hof
Revision Date
Sheet#:
Revision Date:
Sheet
WAKE FOREST
Feb.,2015
WAKE FOREST
May, 2014
1 of 1
WAKE FOREST
Feb., 2015
1 of 1
I
Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
03/09/2015 - 5:14:08 PM
°a
a a
J
° d d
1/2" EXPANSION JOINT
NV'
1/2" EXPANSION a d
!� JOINT
°. D SAIL a °
i1/2"
1S �S d a ; EXPANSION
. d JOINT
r 'Pr `i>i a. a..
� ° d
d sJdF A ° 42" °
° a ° c CONCRETE APRON
d
° d
° da•..
`".
° '4.
• D
1/2"EXPANSIONJOINT
CURB & GUTTER
° NOTES:
° q ° 1. Residential driveway to be 12' in width. (UDO 9.8.1.D)
2. Commercial and industrial driveways to be a maximum of 36' wide. (UDO 9.8.1.13)
-d 3. All concrete shall be 3000 psi 0 28 days air entrained.
4. Curb shall be tapered to finish flush with sidewalk.
5. Beginning radius shall not encroach on adjacent properties based on a projection
of property line from the right-of-way to the curb line.
6. Sidewalk section shall not be required along streets which are not planned for
sidewalk.
7. See also UDO 9.8 Driveway Access for other requirements.
8. Concrete must come from a ready mix concrete truck to ensure mix meets air
entrainment requirements. No site mix or sakrete mix allowed.
CONCRETE SIDEWALK CONC. APRON
PLACE 1/2" EXP. JOINT HERE WHEN
CROSSING EXISTING CONCRETE DRIVES o SECTION A -A
THICKNESS = 6"
- - ° D/W RAMP
DRIVEWAY BY OTHERS PAVEMENT
W/MAX. RECOMMENDED GRADE ---- a
°
COMPACTED BACKFILL . 111
PLACE 1/2" EXP. JOINT HERE
CROSSING EXISTING CONCRETE DRIVES 6" MIN. THICKNESS -III-III- _-
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
STREET CURB CUT FOR Detail
Not To To Scale 9.08
OWN of Revision Date: Sheet #:
EFOREST DRIVEWAYS ON C&G STREETS
WAKE
Feb., 2015 2 of 3
[ails rrovlaea Dy Al-'IAIN �,onsuiung tnglneers - www.applanengineers.com
1/8" RADIUS
+I /� JOINT SEALANT
4.
d PREFORMED
EXPANSION JOINT .
°"
TYPICAL EXPANSION JOINT DETAIL
R/W
VARIES 1-0" MIN.
EXISTING GRADE i
12
�AA/A 1/2
5-0" MIN. * *
TOOLED EDGE (TYPICAL)
UJ/U`J/Ruin - S:ZU:Z/ F'M
Z
1/2" EXPANSION
JOINT
CURB
12
� 1/4 DN SLOPE y - PAVEMENT
-
�' I-1 I I III -III -III -III -III ° °
* VARIES, MAXIMUM SLOPE 2:1
COMPACTED UNDISTURBED
UNLESS SHOWN OTHERWISE I
* * SEE UDO 6.7.2. SUBGRADE SUBGRADE
SIDEWALK WITHOUT UTILITY STRIP
R/W
1=0 MIN. 5-0" MIN. * * VARIES
** **
EXISTI
\ NG GRADE I
TOOLED EDGE (TYPICAL)
1112------__
12
1/4
DN SLOPE
12 CURB
PAVEMENT
1 � /. �//. �//%/O �/O\/O\/\\\�/O//�//✓1. �//. �//�//�//. �//. ✓/. � /� /. � � �, r��\\\-\\o/� IOr III O I I
III _
* VARIES, MAXIMUM SLOPE 2:1 COMPACTED UNDISTURBED III -I 1-
UNLESS SHOWN OTHERWISE SUBGRADE SUBGRADE
* * SEE UDO 6.7.2. - (-
SIDEWALK WITH UTILITY STRIP
NOTES:
I. Provide 3/4" deep tooled score at 5'-0" O.C.
2. Expansion joints to be placed 30'-0" O.C. longitudinally, adjacent to curbs, and when butting existing structures, concrete, or buildings.
3. Concrete to be 3,000 P.S.I. at 28 days, air -entrained.
4. Subgrade should not contain organic matter or plastic clays. When found, refer to specs or contact engineer for directions.
5. Areas of fill are to be compacted to 95% standard proctor using NCDOT Class III borrow or better. Remove topsoil before placing
borrow.
8. Concrete must come from a ready mix concrete truck to ensure mix meets air entrainment requirements. No site mix or sakrete mix
allowed.
9. See Specification 02400, paragraph 2.1.3 & 2.1.4 for expansion joint & joint sealer specs.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
scale, Detail
TYP SIDEWALK in Not To Scale 911
TOWN of
WAKE FOREST CUT or FILL SECTIONS Revision Date: sheet*
.
Feb., 2015 1 of 1 1
[ails rrovlaea Dy AF'rIAIN �,onsuiung tnglneers - www.applanengineers.com
UJ/U`J/zu In - n: ZU: I I rM
° • NEW CONC. VARIES'
SIDEWALK. I NEW 4" THICK
CONCRETE SIDEWALK
THICKEN S/W • 1/2" EXP. JOINT
APPROACH TO 6", 5' '; a
BACK FROM EDGE OF
DRIVE - BOTH SIDES
v 5
AS SHOWN ON PLAN BUT 12" MIN.
:; • �; ; '.A., ; 1/2" EXP. JOINT
VERTICAL TRANSITION SECTION. ` `:: '' !` •' - : a '°
PLACE CONCRETE AT CONCRETE
DRIVES OR ASPHALT AT : ^ • '
ASPHALT DRIVES
PLACE 1/2" EXP. JOINT HERE SCORE
WHEN CROSSING EXISTING ;, -,• ,;� I A
CONCRETE DRIVES ='".:'•
t•y,� ` 1 aeM1.9�
SAWED EDGE a: -;:• = ° y.:;, EXISTING CONCRETE
D/W RAMP
EXISTING ASPHALT
OR CONCRETE D/W y • 1/2" EXP. JOINT
- _ _-_ _ - _ -.
THICKEN S/W
APPROACH TO6",5' n :''d-?;'>;.
BACK FROM EDGE OF < i.; ' r` %41 4
DRIVE -BOTH SIDES a'
1/2" EXP. JOINT
w ® I FACE EXISTING CURB
w d I
4 � I
NEW CONIC.° °
i
d.SIDEWALK
NOTES:
1. Concrete must come from a ready mix concrete truck to ensure mix meets air entrainment requirements. No site mix or sakrete mix
allowed.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
SIDEWALK DETAIL X-ING kale Detail#
Not To Scale 9.12
TOWN of
WAKE FOREST EX. DRIVEWAYS Revision Date: Sheet #:
Feb., 2015 1 of 2
PREPARED IN THE OFFICE OFo OXX �ARPROJECTo
� ,��oa�pFESS/pN°oq
NC LICENSE #F-0102 = SEAL = DU N N CREEK G R E E NWAY
REV. No.: REvisioNe UaTEe DRAWN BYe CHECKED BY: 421 FAYETTEVILLEST.,SUITE 600 CONSTRUCTION DETAILS = - NOT TO SCALE PHASE 3
Im
))HorRALEIGH, NORTH CAROLINA 27601 - �g8986
This document, together with the concepts and designs presented herein, as an instrument of services is PHONE:[phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper ��F�oi NEB` �Q�
reliance on this document without written authorization aaC and adoption by Kimley-Horn and Associates, Inc. 2023 '� s
shall be without liability to Kimley-Horn and Associates, Inca /Zj vQ JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 i i Ill w�� 1 131104 1 CD-5

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IDetails Provided by APPIAN Consulting Engineers - www.appionengineers.com
03/09/2015 - 5:20:00 PM Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
03/09/2015 - 5:18:02 PM Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
03/09/2015 - 5:25:10 PM
48" TYPICAL (FULL WIDTH OF CURB RAMP)
(20) DOMES 0 2.35" NOM. SPACING 0285" o
cS
STOP RI-1
® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ®
•
N
ON ALUMINUM
Z ® ® ® ® ®• ® ® ® ® ®• ® ® ® ® ® ® ® ® ® ® °
BLANK.
- BLA NK.
° '
6TO 12'
® ® ® ® ®
®®®®®®®®®®®®®o®�®®®®�.°a
STANDARD
O { ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® a
I O O O PENETRATOR .
"STOP" GALV. STEEL SIGN Z
SIGN POST 3#/FT W/ y
ry N !! ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ANCHOR 9' -
WITHOUT CURB 31/2" WIDE FLANGE
(�
OR GUTTER
W ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ®
Q PEDESTRIAN
0 ®®®®®®®®@) (6aa 0 PENETRATOR
a AREA
o ®®®®�0 0 ® ® 000 ® ® ® 000 ® ® ® : SECTION
CONCRETE
VERTICAL TRANSITION SECTION APRON FILLER
i i 2'-6" MIN.
AS SHOWN ON PLANS BUT 12" MIN. POURED WITH S/W
NEW CONCRETE SIDEWALK VARIES
t
1 Z" 10.81, 1Z" 1 Z" 10.8" 1.2" ni
�I I
OTHER REGULATORY
----
SPEED NOTES:
SIGNS LIMIT
O O O O -----
R2-I ON 0.080"
WITH TYPICAL ALUM. BLANK 2 5 1. Street name signs shall be a minimum of
Z
VALLEY GUTTER extruded aluminum blades. See sheet 2.
' H
THICKNESS = 6"
o
4' MIN. TO 12' MAX. ¢ 0 2. All reflective signs shall be made of engineering
° X
o
w grade or high intensity grade reflective sheeting
EX. D/W RAMP w
z or approved equivalent.
r FXISTI
O O O O O - -
GALV. STEEL SIGN z x 3. All signs placed in right-of-way will be
NGD/wSURF
oved by town's
' • Y.•.+.
3O1/2" WIDE FLANGE H 4. Erect street signs plumb.engineer.
Co
w a 5. Developer shall be responsible for furnishing 8-t
-III
- "�` `°r, .., • '
°
Q O erecting all street name 8z regulatory signs.
z
-1 _ EX PAVEMENT
I - - - - - -
�1Le.i.�
a
�i v
-III- O - I I -III- 1- )
TYPICAL VALLEY o PEDESTRIAN
+;. ---__GUTTERLe
AREA
PLACE 1/2" EXR JOINT HERE WHEN -III=1T Ill 1 O OQoO�o
CURB RAMP
CROSSING EXISTING CONCRETE DRIVES
2.35 NOM. SPACING ry
a I i 2'-6" MIN.
TRANSITION SECTION TO MATCH EXISTING D/W-
: I
MATERIAL. CONCRETE THICKNESS TO MATCH
1/8" RAD. AT 0.37-' 1.5"
LJ
S/W THICKNESS CROSSING DRIVEWAY. FOR
PERIMETER
ASPHALT PLACE 2" S9.5B OVER 8" STONE OR
PLACE 8" B25.OB FULL DEPTH
Cia..EABY
STREET 6.75"
0.45" a °
END SECTION
2'MIN.T012'MAX.
0.9 °
NOTES:00
STANDARD STREET
z
SECTION A - A
1. Detectable warning System. Cast in place with Penetrator anchors. See pre -approved products list.
NAME SIGN OROTA Pz
VED
OR OTHERRAPPROVED
2. Other sizes available to meet site specific requirements. Verify with Town.
(SEE NOTES & SHEET 2) ° POST. o F
3. Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch minimum to 1.4 inches
WITH CONCRETE °D " w
maximum, a top diameter of 50% of the base diameter minimum to 65% of the base diameter maximum, and a height of
CURB 6a GUTTER Q
0.2 inches.
PEDESTRIAN a
4. Truncated domes in a detectable warning surface shall have a center -to -center spacing of 1.6 inches minimum and 2.4
AREA
inches maximum, and a base -to -base spacing of 0.65 inches minimum, measured between the most adjacent domes on
square grid.
5. Detectable warning surfaces shall extend 24 inches minimum in the direction of travel and the full width of the curb
o o o p0o
ramp, landing, or blended transition. The edge nearest the curb line shall be a minimum of 6 inches and a maximum of
i 2'-6" MIN.
8 inches from curb (ICC/ANSI A117.1 Fig C406.13.2). See notes 21 & 22.
6. See note 23, sheet 5.
t,
7. Any NCDOT street must conform to DOT standard/ADA Curb Ramp detail 848.05 sheet 1-4.
TOWN of WAKE FOREST, NC
TOWN of WAKE FOREST, NC
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
Manual of Specifications, Standards and Design
Manual of Specifications, Standards and Design
SIDEWALK DETAIL X-ING
Scal�
STANDARD DETECTABLE
Seale
Detail
STANDARD SIGN
Scale
Detail
VIA-
Not To Scale
9`2
Not To Scale
9.13
Not To Scale
9.22
TOWN of
EX. DRIVEWAYS
TOWN of
WARNING SYSTEM
TOWN of
INSTALLATION DETAIL
Revision Date:
Sheet#:
Revision Date:
Sheet#:
Revision Date:
Sheet#:
WAKE FOREST
Feb., 2015
2 of 2
WAKE FOREST
Feb., 2015
13 of 15
WAKE FOREST
Feb., 2015
1 of 2
Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
"W" PROPPOSED OR FUTURE
SIDEWALK (5' STD.)
411 NNA
EXPANSION JOINT
6MIN.
SEE NOTES
30, 31, & 32 -
03/09/2015 - 5:16:29 PM Details Provided by APPIAN Consulting Engineers - www.appionengineers.com
ISOMETRIC VIEW
M1M/n
PAY LIMITS FOR CURB RAMP
4'x4' LANDING
4' MIN.
EXPANSION JOINT
5MIN. CURB TRANSITION 4' MIN. DROP CURB 15MTN. CURB TRANSITION
VARIABLE SIDE
EXPANSION SLOPES, NOT TO
JOINT SIDEWALK ELEVATION EXCEED 101
---------------
--------------------
TOPOFCURB DETECTABLE GUTTER LINE
WARNING DOMES
CFC'TT()N A -A
CURB UTILITY STRIP. SEE STREET
EMENT & GUTTER CROSS SECTION DETAILS SIDEWALK (5STD.)
(WIDTH & SLOPE VARIES)
6" MAX. SIDE
FLARE MAX. RAMP SLOPE 12:1
DROP SLOPE 10:1 2% MAX.
CURB °
III=III
EXPANSION'Lid.
JOPINT
2'-T
4'x4' LANDING. DETECTABLE
SEE NOTE 17 ON WARNING 4'x4' LANDING_
SHEET 14 of 15 DOMES _ SECTION B- B SEE NOTE 17 ON SHEET 14 of 15
INOTES: I
1 Detectable warning domes will cover 2'-0" length and full width of the ramp floor as shown on sheet 13 of 15.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
SINGLE CURB RAMP Not To Scale Detail To
WAKE FOREST WITH PROPOSED CURB & GUTTER
TOWN
FORERevision Date: Sheet #:
Feb., 2015 4 of 15
EX. CURB 6
&GUTTE
CURB DROP - -
CURB
TRANSITION
8.33% (12:1) MAX.
EXPANSIONJOINT WHERE
NEW CONC ABUTS EX.
CONCRETE (TYPICAL)
� IAy,A3-
03/09/2015 - 5:19:25 PM
ISOMETRIC VIEW
PAY LIMITS FOR CURB RAMP
OBSTRUCTED OR
11'
e �IyN
NON-WALK SURFACE
6"x12" CONCRETE
/A
CURB
DETECTABLE
83300
WARNING SURFACE.
\
SEE SHEET 13 of 15
Y
EX. CURB & GUTTER
6' 5'MIN. LANDING WIDTH CUB & GUTTER
EX. SIDEWALK CURB TRANSITION
ELEVATION
EX. CURB &
EX. GRASS AREA ° GUTTER
6"xl2" CONCRETE
CURB ------J
°DETECTABLE
WARNING
I SECTION A -A
SEE SHEET
13 of 15
EX.
SIDEWALK RAMP (VARIES) MAX. SLOPE 12:1 5MIN. LANDING WIDTH RAMP (VARIES) MAX. SLOPE 12:1
DETECTABLE WARNING DOMES
EXPANSION JOINT SEE SHEET 13 of 15 EXPANSION JOINT
6"x12" CONC. CURB
NOTE 3 (THIS SHEET)
°W..
III=1=1 i-I 11=I _I I I -I i I -I 11=1 I-1
EX.
_4-J
SECTION B-B
NOTES:
1. Maximum curb ramp slope 8.33%(12:1)
2. Maximum cross slope 2.00%
3. Curb ramps require a (4-0") minimum landing with a maximum cross slope and longitudinal slope of 2.000/6 where pedestrians
perform turning maneuvers. Slope to drain to curb.
4. Detectable warning domes will cover T-O" length and full width of the ramp floor as shown on sheet 13 of 15.
5. Refer to sheet 14 8Y 15 of 15 for all ramp notes. Adopted from NCDOT Alternate Curb Ramp Details.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
CURB RAMPS - DIRECTIONAL Not To To Detail #:
Scale 9.13
TOWN of TYPE 2
Revision Date: Sheet #:
WAKE FOREST Feb., 2015 7 of 15
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
PREPARED IN THE OFFICE OFo
KimlHorny
Details Provided by APPIAN Consultina Enaineers - www.aooionenaineers.com
y
0
03/09/2015 - 4:49:07 PM
�r --------------------------------
�� i
-------------------
I�
L'
\�
z
Z V
+s
ii
d
o
1 FT. / 1 INCH DBH
Fa
OR 5MIN. CLEAR
w
TO TREES OR SIGN
i PATHWAY WIDTH VARIES (10' MIN. WIDTH)
2' 6x6 -W2.9 x W2.9 WELDED WIRE FABRIC
2'
SHLD'R SHEETS AT MID -DEPTH WHEN DIRECTED
SHLDR 3TO SWALE
�l 12 BY DESIGN ENGINEER
Ii 1/2" RAD. ON EXPOSED EDGES - TYP.
2% CROSS SLOPE
12
1
1 _ }0
3 O
�-
V
�fl-I
I I -3.-1
-III ¢ I *---UNDISTURBED EARTH OR
-III-=
COMPACTED EMBANKMENT
-1 I III III
I I I I =
MIN. 4" THICK CONCRETE PAVEMENT
V I - BRUSH FINISH PERPENDICULAR TO
WIDTH OF TRAIL
4-6" COMPACTED ABC BASE
GEOTEXTILE STABILIZATION FABRIC (AS
REQ'D FOR STABILIZATION OF SUBGRADE)
COMPACTEDSUBGRADE
CONCRETE SURFACED TRAIL OPTION
1V lJ 1 111113: PAVED
1. Place saw -cut transverse control joints at maximum of 12'o/c or as otherwise shown on plans.
2. Place transverse expansion joints as shown on plans.
3. Trail section shown maybe altered to conform to Geotechnical Investigation findings.
4. Concrete to be min. 3000 PSI Q 28 days air entrained.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
scale sot
GREENWAY Not To Scale
TowNof CONCRETE SURFACED TRAIL OPTION Revision Date: Sheet:I
WAKE FOREST Feb 2015 1 of
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
CONSTRUCTION DETAILS
6ARO'
� Q�OF ONgI oq ;
SEAL
048986
PROJECTo
DUNN CREEK GREENWAY
NOT TO SCALE I PHASE 3
JOB NUMBER° SHEET NUMBER°
011311041
As.

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SEE C.O.R. STANDARD
5-25 FOR MANHOLE
FRAME AND COVER
24" MAX '
s' a
;v
,': -1 4'-O DIA. AS
REQUIRED
4
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE TO
,ZROVIDE A WATER TIGHT SEAL.
.D new• 2'-
Is
ECCENTRIC M.H. CONE
MAY BE USED ON 8" 1 0"
AND 1 2" SEWER MAINS.
MANHOLE CONE AND
BARREL SECTIONS SHALL
BE AS PER ASTM.
STANDARDS
"0" RING SEAL
OR RAM -NECK
SHELF
p
:: ,a
RUBBER BOOT
SLOPE
o
a ' ,
o:'��� •.
. '
LATERAL INVERT SHALL NOT BE
60a
,Q
LOWER THAN MAIN SPRNG-
Q -
' 4
•4
LINE. MANHOLE SHALL BE 2'
Q
n o . ' p :.
q .. ► ;
'Q':
G
ABOVE 100 YEAR FLOOD PLAIN
c' :' o R"= .°'• o '`. �'•'c' •-
'. 4 •' ' ' • :'a
OR SEALED AND VENT TO BE
2' ABOVE 100 YEAR FLOOD
9
PLAIN. WHEN MANHOLE TOPS
��.� p�
O?00 C71100000 o�0000U�o000000
0�
ARE IN EXCESS OF 3' ABOVE
SECTION A -A
GRADE. OUTSIDE STEPS MUST
L
BE PROVIDED. SEE STANDARD
5-26 FOR STEP DETAIL. IN
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF I' ABOVE
A
FINISHED GROUND SURFACE.
SEE SEWER DESIGN
__JSECTION
MIN. 9" COMPACTED #G7 STONE
BASE TO BE INSTALLED UNDER
NEW MANHOLE.
VENT OPENING TO BE TWO FOOT ABOVE
HUNDRED YEAP FLOOD ELEVATION —
' SEE VENT DETAIL
VENT OPENING TO
BE SCREENED
SEAL AROUND VENT 41' "HOT DIPPED"
CAM-LOK WATER TIGHT GALV. PIPE
MANHOLE FRAME AND PIPE THROUGH
COVER CENTERED IN MANHOLE FACTORY CAST IN PLACE
TOP GALVANIZED PIPE FLANGE
rx
12" ABOVE MI-1 TOP
MIN. 1 2" PRE -CAST .:
TOP SLA �PROPOSED
•a'.
SLOPE FINISHED GRADE
AWAY FROM MANHOLE
ALL SIDES.
1�
3'-0°
7YFE
O"
hT
YFEE
VENT DETAIL
' OTHER ACCEPTABLE
COVERS
NOTES
1. VENT MUST BE FACTORY WELDED
FABRICATED AND "HOT DIPPED"
GALVANIZED.
2.HYFE- Hundred Year Flood
elevation
WALL COLLAR ��� GRADE
q Q �j
MANHOLE TO n.
HAVE CAST IN s�
RISER OPPOSITE :o
'• STEPS TO
o ACCOMODATE 4"
av "HOT DIPPED" FLANGE
GALVANIZED PIPE.
0, 4�
4 •D
' GASKET
4. pff-55
4 STEEL BOLTS
a •.
' s
9" STONE
w L/
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>L O DWG. NO. REVISIONS DATE REVISIONS DATE
u 5_30 Y.C.A. G-92 A.B.B. 4-8-04
RRH 3-30-OC D.H.L. G- 1 8-06
STANDARD 4" BRONZE CLEANOUT PLUG
CLEANOUT FERRULE WITH PLUG
STYLES ACCEPTED:
INVERTED NUT
RAISED NUT
PREPARED IN THE OFFICE OFo \\\\\\\\\ � i � I�iiiii PROJECTo
��0 llo,,o o o/oTgZ1,
��oa�pFESS/O*
NC LICENSE #F-0102 = SEAL = DU N N CREEK G R E E NWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 CONSTRUCTION DETAILS _ _ NOT T O S C A E E PHASE 3
RALEIGH, NORTH CAROLINA 27601 0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley>>>Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 ��
shall be without liability to Kimley-Horn and Associates, Inca<Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii 1 131104 1 CD-7

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DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
N 0' Slope
Natural
Ground D �dSl
Min. D = 1 Ft.
Max. d = 2 Ft.
Type of Liner= PSRM
FROM
STA. 34 + 50
TO
STA. 34 + 75
—L3—
RT
FROM
STA. 34 + 75
TO
STA. 35 + 50
—L3—
RT
FROM
STA. 11 + 00
TO
STA. 12 + 50
—L4—
LT
DETAIL 5 = a
FALSE SUMP
( Not to Scale)
O M
N 20 t
10'
GI
�- S etc.
S = Ditch Slope Proposed Ditch
AT STA. 20+50
AT STA. 22 + 75
DETAIL 2
TOE PROTECTION
( Not to Scale)
Flo
Natural � o`\S�0
Ground �—b—�{ F�
�d
d = 2 Ft.
b = 2 Ft.
Type of Liner= PSRM
FROM
STA. 10 + 00
TO
STA. 10 + 50
—Ll—
LT
FROM
STA. 17 + 20
TO
STA. 19 + 00
—Ll—
RT
FROM
STA. 24 + 50
TO
STA. 25 + 00
—Ll—
RT
FROM
STA. 18 + 25
TO
STA. 18 + 64
—L2—
RT
FROM
STA. 20 + 70
TO
STA. 21 + 03
—L3—
RT
FROM
STA. 23 + 13
TO
STA. 23 + 82
—L4—
LT
FROM
STA. 23 + 05
TO
STA. 23 + 93
—L3—
LT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 of Fill
Ground ? 7-' �NeS Slope
d D Fla
Geotextile B
Min. D = 1 Ft.
Max. d = 2 Ft.
B = 2 Ft.
Type of Liner= CLASS B Rip —Rap
D ETAI L 9
PREFORMED SCOUR HOLE
*NOT TO SCALE
PLAN VIEW INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
rm nt it R for e
m tin SR
Pipe or Ditch
Outlet
A A
� O
Square Preformed
Scour Hole (PSH)
(Rip Rap in basin
not shown for clarity) Se wi no
g ses in at
B= 4
D= 2
W= 4
SECTION A -A
F�! PIPE (d = 15" OR 18")
�S
PSRM
INFLOW NATURAL
IT, 7 GROUND
LINER: CLASS B RIPRAP WITH GEOTEXTILE MIN. 1 TUCK
3/08
STA. 10 + 83 —Yl— LT
FROM STA. 14 + 00 TO STA. 16 + 00 —L4— LT
DETAIL 10
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'mi� 2
Grade
GEOTEXTILE
Type of Liner= 60 TONS,CL 1 & 2 Rip -Rap Mix
Geotextile= 70 SY
FROM STA. 34 + 32 TO STA. 35 + 10 —L4— RT
DETAIL 3
SPECIAL LATERAL Y DITCH
( Not to Scale)
Natural ,LAe< Fill
Ground ?.7 D Slope
1 Min. D = 1 Ft.
FROM
STA. 15 + 00
TO
STA. 17 + 00
—Ll—
RT
FROM
STA. 11 + 50
TO
STA. 11 + 86
—L2—
RT
FROM
STA. 11 + 91
TO
STA. 13 + 00
—L2—
RT
FROM
STA. 17 + 50
TO
STA. 18 + 25
—L2—
RT
FROM
STA. 18 + 75
TO
STA. 19 + 50
—L2—
RT
FROM
STA. 33 + 50
TO
STA. 34 + 22
—L2—
LT
FROM
STA. 13 + 50
TO
STA. 14 + 40
—Yl—
LT
DETAIL 7
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 5 7 D Ground
d
Geotextile g Min. D= 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' B = 2 Ft.
Type of Liner= CLASS B Rip —Rap
STA. 34 + 75 —L3— LT
STA. 41 + 50 —L3— LT
FROM STA. 16 + 00 TO STA. 22 + 65 —L4— LT
DETAIL 4
SPECIAL LATERAL Y DITCH
( Not to Scale)
Fill
o Natural
Ground 2 7 Slop e
�D
d ++
Geotextile __/ Min. D = 1 Ft.
Type of Liner= CLASS B Rip —Rap Max. d = 2 Ft.
FROM
STA. 12 + 50
TO
STA. 13 + 10
—Ll—
RT
FROM
STA. 13 + 10
TO
STA. 13 + 75
—Ll—
RT
FROM
STA. 21 + 3 8
TO
STA. 2 2 + 75
—L3—
LT
FROM
STA. 24 + 00
TO
STA. 25 + 00
—L3—
RT
FROM
STA. 31 + 12
TO
STA. 32 + 50
—L3—
RT
STA. 34
+ 76
—L3— RT
FROM
STA. 16 + 00 TO STA. 16 + 75.92 —Yl— LT
FROM
STA. 41 + 50
TO
STA. 41 + 72
—L3—
RT
FROM
STA. 12 + 50
TO
STA. 14 + 00
—L4—
LT
FROM
STA. 16 + 00
TO
STA. 16 + 75
—Yl—
LT
D ETAI L 8
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground ? D �1 Ground
d
Geotextile 51 Min. D = 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' B = 4 Ft.
Type of Liner= CLASS I Rip —Rap
FROM STA. 10 + 40 TO STA. 10 + 58 —L3— LT
PREPARED IN THE OFFICE OFo �iiiPROJECTo
ll��o,,000/oTqii��'�
� ; �oa�pFESS/pN°oq
NC LICENSE #F-0102 = SEAL = DU N N CREEK G R E E NWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 NOT TO SCALE PHASE 3
CONSTRUCTION DETAILS _ _
RALEIGH, NORTH CAROLINA 27601 0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper L'�
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability t0 Kimley-Horn and Associates,�� Inc. �JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii 0 113 1104 I CD-8

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N/F N/F
MICHAEL & RACHEL ROBERT & LINDA
OHNSON REHNLUND
JPG 697 DB 16293 PG 1460
DB 1OH
1841919142
BM 2014 PG 610 BM 2a014 PG 610
PIN° PIN 1841919188
4,5' METAL FENCE
00' N 30' 39'
N 30° 39' 32.00' E
E
EXISTING 30' TOWF DUNN CREEK
SANITARY SEWER EASEMENT
t EIM 1998. PG. 1730-1731
RETAINING WALL
31
31
304
342
298
296
294
292
290
288
286
I
PULTE HOME CORP
DB 16272 PG 1977BM
BM 2014 PG 611
PIN° 1851010225
T F
NOW OR FORMERLY
TOWN OF WAKE FOREST
DB 15653 PG 1539
BM 2012 PG 1211
PIN° 1851000822
N/F
MICHAEL & KAREN
REYNOLDS
DB 16177 PG 2096
BM 2014 PG 611
PIN' 1851010361
I
TRADITIONS NC, LLC
DB 15663 PG 1285
BM 2014 PG 611
131AIY I051010490
ZZ
N 30' 39'
11.13' E 103.YT'
NOW OR FORMERLY
TOWN OF WAKE FOREST
DB 15653 PG 1539
BM 2014 PG 609
PIN° 1841902957
BEGIN RETAINING WALL
—L2 — ST A 3/ +95.00 UOI LLT)
� ' WA�L�EXIST� \E
BZ 2 N I
B1 A
1g''1
k
7 _PI.jaw IN
9 o
X
oUNN CREEK I
END RETAINING WALL
—L2 ST A 32 +84.00 l l0' LT )
5' RADIUS INTO EXIST SLOPE
i
NOW OR FORMERLY
TOWN OF WAKE FOREST
DB 15653 PG 1539
BM 2012 PG 1213
PIN° 1851013279
NOW OR FORMERLY
WS-TWF DEVOLPMENT.L
DB 15325 PG 1963
BM 2014 PG 611
PIN° 1851011681
i
ASPHALT
E
.00. iv
0
3 A
KEYSTONE
RETAININ L
I I o a II
m II
0
FINISHED
GRADE*
GRADE _\
ELEVATION
4"THICK CONCRETE
SLOPE PROTECTION
SEPARATION 12 J
GEOTEXTILE
12"MIN
;8"MIN
BACKFILL MATERIAL
I 12- MIN
(TYP)
BOTTOM
�OF WALL
III STONE
!t—L2— DI_If'JI'J CREEK GREEfJPAr'
7'
SRW CAP UNIT
TOP OF WALL
EXTENSION
4" MIN
OVERHANG
WALL BATTER
9 DEGREES MAX
SEGMENTAL RETAINING
WALL (SRW) UNIT (TYP)
(COLOR = TAN)
(SEE NOTE FOR SRW UNITS)
WALL FACE
:n
W
H W
QJLLJ
�
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F_ z
= w
0 J
I --I J
w a
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AGGREGATE
TOP OF °" ;1r. •'1r• .`.�`. •�.rY' 'Y.r 1r' Y. Y' 6. 1r' Y.•
Y.•'Y'
(NO. 57 STONE)
FOOTING
' ' '
''
EMBEDMENT
FOOTING
a
18" MIN
0 o
10"MIN
4" DIA. PERFORATED
80 0
DRAIN PIPE,
IF REQUIRED
9..
6..
(SEE NOTE FOR PIPE)
MIN
MIN
ASPHALT GREENWAY AT 2% SLOPE
FOUNDATION
(SEE SHEET CD-2 FOR GREENW4Y
MATERIAL
TYPICAL SECTION
SEGMENTAL
GRAVITY WALL
— TYPICAL SECTION
MAX TOP OF WALL
STEP HEIGHT =
SRW UNIT HEIGHT
-*EE GREENWAY PLANS FOR FINISHED GRADE DETAILS.
SRW CAP UNIT (TYP)
SEGMENTAL RETAINING
WALL (SRW) UNIT (TYP)
BOTTOM
OF WALL
0
w
H ^
Q �
> O
J
z
=w
cr
H J
W J
= a
zw
w
w
8" MIN
TOP OF WALL
NOTES:
FOR SEGMENTAL GRAVITY RETAINING WALLS. SEE SECTION 454 OF THE STANDARD
SPECIFICATIONS.
FREEZE -THAW DURABLE SRW UNITS THAT MEET ARTICLE 1040-4 OF THE STANDARD
SPECIFICATIONS ARE REOUIRED.
USE SRW UNITS WITH A ROUGH FACE FOR RETAINING WALL NO.1.
USE SRW UNITS WITH A TAN COLOR FOR RETAINING WALL NO.1.
A DRAIN PIPE IS REOUIRED FOR RETAINING WALL NO.1.
BEFORE BEGINNING SEGMENTAL GRAVITY WALL DESIGN FOR RETAINING WALL NO. I, SURVEY
WALL LOCATION AND SUBMIT A REVISED WALL PROFILE VIEW (WALL ENVELOPE)FOR REVIEW.
DO NOT START WALL DESIGN OR CONSTRUCTION UNTIL THE REVISED WALL ENVELOPE IS
ACCEPTED.
DESIGN RETAINING WALL NO.1 FOR WALL HEIGHTS EOUAL TO THE DESIGN HEIGHT PLUS DEPTH
TO TOP OF FOOTING (DIFFERENCE BETWEEN GRADE ELEVATION AND TOP OF FOOTING ELEVATION).
DESIGN RETAINING WALL NO.1 FOR THE FOLLOWING:
1)MAXIMUM FACTORED VERTICAL PRESSURE ON FOUNDATON MATERIAL = 1500 PSF
2)MINIMUM EMBEDMENT ELEVATION = I BELOW GREENWAY ELEVATION
3)IN-SITU ASSUMED MATERIAL PARAMETERS:
MATERIAL TYPE
UNIT WEIGHT
(7)
PCF
FRICTION ANGLE
(�l
DEGREES
COHESION
(cl
PSF
BACKFILL
120
30
sw„O�
FOUNDATION
120
30
1••
10"MIN STEP TOP OF FOOTING IN
INCREMENTS OF SRW UNIT HEIGHT
AGGREGATE 6-
MIN
(NO.57 STONE)
FOOTING
SEGMENTAL GRAVITY WALL — TYPICAL ELEVATION
THE MINIMUM EMBEDMENT ELEVATION FOR RETAINING WALL NO.1 INCLUDES EMBEDMENT FOR
SCOUR.
DESIGN RETAINING WALL NO.1 FOR A PIPE EXTENDING THROUGH THE WALL AS SHOWN. VERIFY
PIPE LOCATION AND ELEVATION BEFORE BEGINNING SEGMENTAL GRAVITY WALL DESIGN OR
CONSTRUCTION.
DO NOT PLACE NO.57 STONE FOR FOOTINGS FOR RETAINING WALL NO.1 UNTIL EXCAVATION
DIMENSIONS AND FOUNDATION MATERIAL ARE APPROVED.
30 31 32 33 34 35
PREPARED IN THE OFFICE OFo X\��������ii�
HORIZ PRoJECTo
,������ C A RO
20 0 40
■ ; �o�o N�oq = NC LICENSE 2 DUNN CREEK GREENWAY
= =
REV. No.: REvisioNe BaTEe DRAWN Bve CHECKED BY:KIMI �Horn 421 FAYETTEVILLE VILLE ST., SUITE 600 RETAINING WALL SEAL PHASE 3
aVERT
RALEIGH, NORTH CAROLINA 27601 ENVELOPE ogs9s6 Cp
This document, together with the concepts and designs presented herein, s an instrument of services is PHONE:[phone]
ey
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inca POBOX J30E8 — POEEGE NORTH C0P0E50 2703E-3008 C 2023 �
shall be without liability t0 Kimley-Horn and Associates, n Co P.O. v �o JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 PHONE. )0 19) 677-2000 FAX. )9 19) 677-2050 PE NO. F-0 102 ��111mm0\\v� 0 113 1104 I WALL-

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ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS I? -
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
ARE CONSIDERED A PART OF THESE PLANS:
TRAFFIC CONTROE GENERAL NOTES
ADAPT THE CONSTRUCTION PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE
SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE
DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR
UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR
REMOVAL OF DEVICES. ALL LANE CLOSURE REQUESTS SHALL BE SUBMITTED TO THE TOWN OF WAKE FOREST
TRANSPORTATION ENGINEER AT LEAST 72 HOURS IN ADVANCE.
THE
FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT
STD . NO .
T I T L E
WHEN
OTHERWISE NOTED IN THE PLANS, OR DIRECTED BY THE ENGINEER.
TIME
RESTRICTIONS
1101
WORK ZONE ADVANCE WARNING SIGNS
A)
DO NOT CLOSE OR NARROW TRAVEL LANES ON ANY OF THE ROADWAYS WITHIN THE PROJECT LIMITS FROM
.01
MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM
1101.02
TEMPORARY LANE CLOSURES
1101
TEMPORARY SHOULDER CLOSURES
B)
DO NOT STOP TRAFFIC WITHIN THE PROJECT LIMITS FROM MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND
.04
FROM 4 PM TO 7 PM
1101.05
WORK ZONE VEHICLE ACCESSES
1101 .11
TRAFFIC CONTROL DESIGN TABLES
C)
DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES WITHIN THE PROJECT LIMITS.
1110.01
STATIONARY WORK ZONE SIGNS
LANE
AND SHOULDER CLOSURE REQUIREMENTS
1110.02
PORTABLE WORK ZONE SIGNS
D)
REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE
1130.01
DRUM
CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER.
1135.01
CONES
1145.01
BARRICADES
E)
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE
NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED
1150.01
FLAGGING DEVICES
BY BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
1180.01
SKINNY -DRUM
F)
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY
AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED
FACILITY, CLOSE THE LANE ACCORDING TO THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS
DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN
THE CLOSED TRAVEL LANE.
H) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY WITHIN THE SAME
LOCATION UNLESS PROTECTED WITH GUARDRAIL OR BARRIER.
PAVEMENT EDGE DROP OFF REQUIREMENTS
I) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO
AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER, AT NO EXPENSE TO THE
DEPARTMENT.
SIGNING
J) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE
AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK
ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER.
TRAFFIC CONTROL DEVICES
K) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH),
EXCEPT 10 FT ON -CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE
CLOSURES ARE NOT IN EFFECT.
PAVEMENT MARKINGS AND MARKERS
L) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE OF THE GREENWAY
AND ROADWAYS AS SHOWN IN THE PAVEMENT MARKING AND SIGNING PLANS.
M) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
DATED JANUARY 2018 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS.
N) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
0) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION.
PEDESTRIAN AND BICYCLIST SAFETY
P) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES. USE FENCING, SIGNAGE, AND
BARRICADES TO DELINEATE THE WORK AREA AND TO KEEP PEDESTRIANS AND BICYCLISTS OUT OF WORK AREA.
Q) WHEN CONSTRUCTING NEW SIDEWALK OR TRAIL, CLOSE EXISTING WALK WITH TYPE II BARRICADES,
MOUNT "SIDEWALK CLOSED" SIGNS ON EACH BARRICADE. PLACE A BARRICADE AT ALL APPROACHES TO THE CURRENT
WORK AREA.
MISCELLANEOUS
R) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION.
S) ALL ITEMS DESCRIBED ABOVE AND IN THE TRAFFIC CONTROL DETAILS ARE CONSIDERED INCIDENTAL TO
THE "TEMPORARY TRAFFIC CONTROL" PAY ITEM.
PREPARED IN THE OFFICE OFo �ii PROJECTo
ll
���T
o,,000/oO��'�
p SS/0N
NCLICENSE#F-0102 TRAFFIC CONTROL =� SEAL DUNN CREEK GREENWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 = = NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 NOTES AND DETAILS O48986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '�Tt
shall be without liability to Kimley-Horn and Associates, Inca �<' � �Q Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iiiilw O 113 1104 I TMP—

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P11ASI11lG NOTES
PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR
SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS AS SHOWN ON
NCDOT STD DRAWING 1101.01.
WHILE MAINTAINING TRAFFIC ALONG WAIT AVENUE, JUNIPER AVENUE,
CARROLL STREET, WILDFLOWER RIDGE ROAD, AND ALL OTHER INTERSECTING
ROADS AND DRIVEWAYS, USING TEMPORARY LANE CLOSURES AS NEEDED AS
SHOWN ON NCDOT ROADWAY STANDARD DRAWING 1101.02,
PERFORM THE FOLLOWING:
STEP 1) AWAY FROM TRAFFIC, COMPLETE CONSTRUCTION OF PROPOSED GREENWAY
AND SIDEWALK. SPECIAL DESIGN "PATH CLOSED AHEAD" AND "TRAIL CLOSED It
WARNING SIGNS SHALL BE PLACED AS NECESSARY TO ALERT PEDESTRIANS
OF GREENWAY CONSTRUCTION.
STEP 2) CONSTRUCT PROPOSED CURB AND GUTTER, SIDEWALK, AND MULTI -USE PATH
ALONG WAIT AVENUE, JUNIPER AVENUE, WILDFLOWER RIDGE ROAD AND
CARROLL STREET.
STEP 3) REMOVE LANE CLOSURES AND WORK ZONE SIGNS AND DEVICES. OPEN ALL
LANES TO TRAFFIC.
LOCAL MOTES
PEDESTRIAN ACCOMMODATIONS
A) CONTACT PUBLIC TRANSIT AGENCIES, EMERGENCY, FIRE AND
RESCUE AT LEAST THREE WEEKS PRIOR TO ANY CONSTRUCTION ACTIVITIES.
B) DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS
ON SIDEWALKS/MULTI-USE PATHS AT ANY TIME,UNLESS OTHERWISE
APPROVED BY THE TOWN OR THE ENGINEER.
C) PEDESTRIAN ACCESS SHALL BE MAINTAINED ALONG ALL
EXISTING SIDEWALKS/MULTI-USE PATHS FOR THE DURATION OF
CONSTRUCTION, UNLESS OTHERWISE DIRECTED OR APPROVED
BY THE TOWN OR THE ENGINEER. PROTECT PEDESTRIANS FROM
WORK AREAS BY USE OF WATER FILLED BARRIERS, SAFETY
FENCE, AND OTHER ADA COMPLIANT DEVICES AS NECESSARY.
D) MAINTAIN EXISTING PEDESTRIAN ROUTES DURING CONSTRUCTION.
AT ALL POSSIBLE TIMES, MAINTAIN EXISTING SIDEWALK/MULTI-USE
PATH UNTIL NEW SIDEWALK/MULTI-USE PATH IS IN PLACE, USING
SAFETY FENCE AND ADA BARRICADES AS NEEDED TO KEEP
PEDESTRIANS OUT OF THE WORK AREAS.
PREPARED IN THE OFFICE OFo ,Q�� PROJECTo
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INC LICENSE #F-0102 TRAFFIC CONTROL =� SEAL DUNN CREEK GREENWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 = = NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 NOTES AND DETAILS O48986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper ��46�N��Q`�Q
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inca 4'j � �Q COB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iiiilw 1 131104 1 TMP-2

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SIGN NUMBER: SD-1
TYPE: STATIONARY
QUANTITY: SEE PLANS
SIGN WIDTH: 4'-1"
HEIGHT: 4► -1 "
TOTAL AREA: 16.9 Sq.Ft.
BORDER TYPE:
INSET
RECESS:
0"
WIDTH:
0"
RADII:
0►►
NO. Z BARS: 2
LENGTH: 41.4
BACKG COLOR: Fluorescent Orange
COPY COLOR: Black
SYMBOL X Y WID HT
MAT'L: 0.080" (2.0 MM) ALUMINUM
USE NOTES: 1,2
1ItLegend and border shall be direct applied black
non -reflective sheeting.
2.Background shall be NC GRADE B fluoresent orange
retroref lective sheeting.
LETTER POSITIONS
DESIGN BY: S. STRINGFELLOW
PROJECT ID: ID
CHECKED BY: C. LOWMAN
DIV: DIV
0
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DATE: MAY 31, 2017
Panel Style: construction _warning.ssi
M.U.T.C.D.: 2009 Edition
Spacing Factor is 1 unless specified otherwise
Letter spacings are to start of next letter Series/Size
Text Length
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3.5
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3.7
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3.9
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FILENAME: C-5164_tmp_04
NORTH CAROLINA D.O.T. SIGN DETAIL
PREPARED IN THE OFFICE OFo �ii PROJECTo
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NC LICENSE #F-0102 = SEAL DU N N CREEK G R E E NWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 SPECIAL SIGN DESIGN NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley)))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 ''
shall be without liability to Kimley-Horn and Associates, Inca / �<'� D�Q Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 i i ii !w\� 113 1104 I $�-

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SIGN NUMBER: SD-2
TYPE: STATIONARY
QUANTITY: SEE PLANS
SIGN WIDTH: 2'-6"
HEIGHT: 2'-0"
TOTAL AREA: 5.0 Sq.Ft.
BORDER TYPE: INSET
RECESS: 0.38"
WIDTH: 0.63"
RADII: 1.13"
NO. Z BARS:
LENGTH:
BACKG COLOR: Fluorescent Orange
COPY COLOR: Black
SYMBOL X Y WID HT
MAT'L: 0.080" (2.0 MM) ALUMINUM
USE NOTES: 1,2
DESIGN BY: S. STRINGFELLOW
PROJECT ID: ID
CHECKED BY: C. LOWMAN
DIV: DIV
1.Legend and border shall be direct applied black BORDER
non -reflective sheeting. R=1.13►►
2. Background shall be NC GRADE B fluoresent orange TH=O 63►►
retroref lective sheeting. ►►
IN=0.38
LETTER POSITIONS
2►_6►►
TRAIL
CLOSED
4.75 ►`20.5 4.75"
5.1"
5"C
5"C
5.1►►
DATE: MAY 31, 2017
Panel Style: regulatory.ssi
M.U.T.C.D.: 2009 Edition
Spacing Factor is 1 unless specified otherwise
Letter spacings are to start of next letter Series/Size
Text Length
T
R
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4.8
3.8
3.2
3.7
3.6
3.4
2.8
4.8
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FILENAME: C-5164_tmp_05
NORTH CAROLINA D.O.T. SIGN DETAIL
PREPARED IN THE OFFICE OFo �ii PROJECTo
��\ll��o,,000/oTO��'�
p SS/0N
NC LICENSE #F-0102 = SEAL DU N N CREEK G R E E NWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 SPECIAL SIGN DESIGN NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley)))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inca<D VN Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii 113 1104 I $�-2

Total Disturbed Area (shaded) = 9.67 acres
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DIRECTION OF FLOW
-••-••-••-••-• PROJECT DENUDED AREAS
IMPERVIOUS AND PERVIOUS SURFACES IN
DUNN CREEK GREENWAY PHASE III
DISTURBED AREAS
PROPOSED IMPERVIOUS SURFACE = 2.37 AC
PROPOSED PERVIOUS SURFACE = 7.30 AC
NARRAT lV E
Project Description
Dunn Creek Greenway Phase 111 involves designing a greenwoy extension and multi -use
path as port of the Town of Woke Forest's Open Space & Greenwoys Plan. Phase 111
of the Dunn Creek Greenway will consist of approximately 1.53 miles of greenway
beginning at the proposed northern terminus of Dunn Creek Greenway Phase 11
(EL-5100AE) and continuing north to Wildflower Ridge Rood with a spur trail to
Ailey Young Park and Seventh Street. Also, included will be an approximately 0.2 mile
multi -use path with curb and gutter along Woi t Avenue l HWY 98 Business) from the
Greenway to the proposed terminus of the multi -use path extension (EL-5100AD)
adjacent to Traditions Grande Boulevard.
The project is located in the Town of Woke Forest, Woke County, North Carolina.
Approximately 9.67 acres will be disturbed during the construction of the project.
Site Description
The site is generally flat to rolling. Current land use in the area is primarily residential.
Drainage from the project site makes its way through a series of ditches and storm
drains and f lows into existing Dunn Creek. Proposed pipes have been si zed per NCDOT
Hydroulic Standords, while existing ditches were utilized where possible to minimize
the impact to existing land use and adjacent property owners. From there it drains into
Hatters Branch, which drains to Smith Creek, which f lows into the Neuse River, which
lastly empties into the Atlantic Ocean near New Bern, NC. The fill slopes and drainage
ditches around the project appear to be stable and do not show signs of significant
erosion, and new drainage ditches will be designed to accommodate new drainage patterns.
Soils
The soil types throughout the project limits generally consist of sandy loom. See the soils
map in the map section and the NRCS Soil Report for further details.
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
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PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
EROSION CONTROL OVERVIEW
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NOTE
REFER TO CONSTRUCTION ACCESS MAP
(SHEET 3) FOR CONSTRUCTION
ACCESS AND TEMPORARY STOCKPILE/
STAGING AREA LOCATIONS.
PROJECTo
150 0 '0o DUNN CREEK GREENWAY
PHASE 3
JOB NUMBER° SHEET NUMBER°
011311041
EC- IA

O
O
N
N
ti
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
/ RON �WIDTHATOUTLET=9'APRON WIDTH
SP IAL LATERAL 'V' DITCH ATENDLENGTH=6')
5o°,yR F EST
C30STONSRIESTP70EE GE IL 4
CLASS ' ' lP R P ST 12 TONS RR EST 27 SY GFD
(APRON WIDTH 0 T ET=10.5' APRON WIDTH
AT END=19.5' AP ON LE GTH=16')
F\ INSTALL TEMPO AR S-FREAM CROSSING
�oD R USING 20 FOOT OF l 48" TEMPORARY PIPE
TB CROSSING WIDT - JPROX 10' (MINIMIZE)
CRa_1NG LE N TH = SEE DETAIL (MINIMIZE)
PIPEER 12 MINIMUM
BACK ' —Tg MATERIAL
SURFACFST NE = OARS.,E AGGREGATE
NK ST lL ZA l0 = -CDC S 'B' RIP_RAP
/ V SE E Al
IN L S ��� C
SS 8" VC — — — / /1�� �� A��A �TB.
02�Z
PE F
DC
A a a
INSTALL ROCK SILT CHECK, TYP A
AT ALL DRAINAGE OUTLETS DURI
CLEARING AND INSTALL
SILT FENCE AROUND TOP OF
AFTER PIPE IS INSTALLED (TYP)
CLASS I RIP RAP —
OUTLET PROTECTION
EST 20 TONS
EST 35 SY GEO
t
UT "S2' TO
DUNN CREEK
—
INSTALL ROCK SILT CHECK,TYPE A
AT LOWEST DISTURBED LIMITS OF
ANY DRAINAGE WAYS (TYP)
INSTALL SILT FENCE ALONG
LIMITS OF DISTURBANCE
RE -INST ALL SILT FENCE
ALONG TOP OF HEADWALL
AFTER PIPE CONSTRUCTION
(TYP)
INSTALL SPE SILT FENCE
OUTLET/REINFOR 500_
rR
FENCE (TYP) F\goo
INSTALL TEMPORARY STREAM CROSSING
USING 36 FOOT OF l La 3O' TEMPORARY PIPE
SSING WIDTH = APPROX 10' (MINIMIZE)
1o6'ROSS = SEE DETAIL (MINIMIZE)
PIPE COV R = 12" MINIMU
X100
BACKFILL = EARTH MATERIAL
FLOOD
SURFACE STONE = COARSE AGGREGATE
oo-yR
JNN CRE
BANK STABILIZATION = CLASS 'B'RIPRAP
SEE DETAIL IN PLANS
-TB
. e
TB \ Y— —TB
DUNN
LK-
TB��T6�—im_T6�
BZ
/
TB
TB
2
M
01 XIS INO 20' TONF
\ ,— — — O
F -N \ PEN NT EASEMENT _ _ — -� (j �
�VCP — I T ac. a 4r5 z — I — _ BZ 1 `' Z— (�
IV
2TB in,
—
TB m
T,
TOE PROTECTION
EST 23 SY PSRM �T TB
SEE DETAIL 2 �Qpy�
Sgo, i,R F\ og0
r
,
l AL TEMPORARY LINER:
CL S'B RIP RAP
INSTALL SPEACIAL SILT
FENCE OUTLETS AT LOW
POINTS (TYP)
TT,SI"T �� M _ - = v K
L1NN �R EK.� � � � v
v�
�
741
INSTALL TEMPORARY LINER. SPECIAL LATE L �`1/ TCH� �� - i - - _ 2 ,3a"�2CZR �V _ _ �Siz �,% _ _ p s�3' T0-
SEE DETAIL _ —osz' URtE — D — _ — — —CNN- — CREEK Q
CLASS B RIP RAP \ — — — — �� F-�i
SPECIAL LATERAL 'V' DITCH
W/ CLASS B RIPRAP = TCTTON
— - LEGEND
SEE DETAIL 4 - - _
EST 34 TONS —5�80 SY PSRM APPLIES TO ALL SHEETS
SEE DETAIL 2
EST 75 SY GEO
SHEET CD-8
LIMITS OF DISTURBANCE - - - - - - - - -
(LABELED ON PLANS)
CONSTRUCTION LIMIT C F
BRIDGE AND CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. ADD IMPERVIOUS DIKES
5 FEET ABOVE AND BELOW PROPOSED CULVERTS AND TEMPORARY PIPES.
4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-13), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
NPDES GENERAL STORM WA TER PERMIT
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION STABILIZATION TIME TIMEFRAME EXCEPTIONS
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER
DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER
DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
GENERAL NOTES
I)CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT
TO THIS PROJECT ARE FREE OF DEBRIS.DIRT.AND EQUIPMENT DURING THE
PROJECT DURATION UNLESS DIRECTED BY TOWN ENGINEER. ANY DAMAGE TO
EXISTING CURB AND GUTTER AT CONSTRUCTION ENTRANCES MUST BE
REPAIRED AT THE CONTRACTORS EXPENSE.
2) SODDING MAY BE USED ON STEEP SLOPES AS DIRECTED BY THE TOWN.
3) IN ADDITION TO SILT FENCE INSTALLATION AROUND THE PERIMETER OF THE
PROJECT, CONTRACTOR CAN ALSO USE WATER BARS,WATTLES,OR OTHER
ACCEPTABLE ALTERNATIVES APPROVED BY THE ENGINEER TO DIRECT RUN
OFF TO THE SILT FENCE OUTLETS ON STEEPER GRADES DURING THE
CLEARING/GRUBBING PHASES AS NEEDED.
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH THE REGULATIONS SET FORTH BY THE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NATURAL RESOURCES DIVISION OF WATER QUALITY.
SLOPES 3:IOR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.
PREPARED IN THE OFFICE OFo
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
im y >> Horn
INSTALL TEMPORARY LINER:
JUTE NET
INSTALL ROCK CHECK DAMS AS NEEDED
DURING CLEARING/GRUBBING AND
GRADING OPERATIONS. INSTALL
WATTLES AS SHOWN ON PLANS AS
FINAL EROSION CONTROL MEASURES (TYP)
TREE PROTECTION NOTES
TEMPORARY SILT FENCE♦
(SEE DETAIL SHEETS)
TREE PROTECTION FENCE TPF
(SEE DETAIL SHEETS)
TEMPORARY CONSTRUCTION
ENTRANCE (SEE NCDOT STD 1607.01)
TEMPORARY ROCK SILT CHECK DAM,
TYPE A (SEE NCDOT STD 1633.01)
TEMPORARY ROCK SILT CHECK DAM,
TYPE B (SEE DETAIL SHEETS)
CONCRETE WASHOUT
(SEE DETAIL SHEETS)
TREE PRESERVATION CONSTRUCTION SPECIFICATIONS: SPECIAL STILLING BASIN
(NCDOT STD 1630.06)
I. BEFORE BEGINNING WORK, THE CONTRACTOR /S REQUIRED TO MEET WITH THE CONSULTANT AT THE SITE TO REVIEW ALL WORK PROCEDURES,
ACCESS ROUTES,STORAGE AREAS,AND TREE PROTECTION MEASURES.
2. TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR
EACH TREE OR GROUP OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR
REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CONSULTANT.
J. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES.
4. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. /F LINES MUST TRAVERSE
THE PROTECTION AREA,THEY SHALL BE TUNNELED OR BORED UNDER THE TREE.
5. NO MATERIALS, EQUIPMENT, SPO/L OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECT/ON ZONE.
6. ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NOT BY
CONSTRUCTION PERSONNEL.
7. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES
USED ON SITE MUST BE TREE -SAFE AND NOT EASILY TRANSPORTED BY WATER.
8. /F INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCT/ON, lT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CONSULTANT SO THAT
APPROPRIATE TREATMENTS CAN BE APPLIED.
9. ANY GRADING,CONSTRUCTION,DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE
CONSULTING ARBORIST.
/0. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.
H. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED,A ROAD BED OF 6 INCHES OF MULCH OR
GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTH.
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2023
EROSION CONTROL PLAN
Oxxv� M/////� '% HORIZ PROJECTo
C ARp�
TT 20 0 40
SEAL l
048986 VERT
=�q< `�NG I NE`��`�Q 2 0 4
��' /1� �������
JOB NUMBER°
6 D.
WATTLE CHECK
(SEE DETAIL SHEETS)
STORM DRAIN INLET PROTECTION
(SEE DETAIL SHEETS) 10
SPECIAL SEDIMENT CONTROL FENCE/
SILT FENCE OUTLET
(SEE DETAIL SHEETS)
SILT FENCE J-HOOK C
(SEE DETAIL SHEETS)
EXISTING CONTOUR
PROPOSED CONTOUR 45
DUNN CREEK GREENWAY
PHASE 3
011311041
SHEET NUMBER°
EC- I

O
O
N
N
ti
INSTALL SILT FENCE
(TYP) 500\R FLOOD
LIMITS OF lS
RE -INSTALL SILT FENCE
ALONG TOP OF HEADWALL
AFTER PIPE CONSTRUCTION (TYP)
SEE CONSTRUCTION ACCESS INSTALL ROCK SILT CHECK,TYPE A INSTALL ROCK CHECK DAMS AS NEEDED
DU P M rI I DURING CLEARING/GRUBBING AND
_Tg NN C m 1 — I MAP (SHEET EC-9J TEMPORARY AT LOWEST DISTURBED LIMITS OF GRADING OPERATIONS. INSTALL
C/� RFEK W m I (ICI CONSTRUCTION ACCESS/ ANY DRAINAGE WAYS (TYP) WATTLES AS SHOWN ON PLANS AS n
T Z I CONCRETE TRUCK CLEANOUT RETAIN EXIST CLASS B z RIP RAP AT PIPE OUTLET FINAL EROSION CONTROL MEASURES (TYP)
L _
_ z 18" RCP - IV DUNN CREEK z
T
/ v — — �� ��� 18" RCP IV � _ g` ,e 0 , rn
It
1 ALL CK SHE A -
V AINAX QWL DIJR J� �O �� — — _ \ �� I VI v TB
ire oyy— �e —
CL I . INST \� �—Tg_
AL g g
BZ 2 �1ROU F CbtC/ERyS� _ _ �\ I II I' �N REMOVE CONSTRUCTION _ TB — / v v—�TB_ _ —DUNN CgE�K TB�� F IV
�o YR FL000 Pl IS l TALLED STALL //� N ` �1 I �j/ �I I �00 ENTRANCE PRIOR TO - — —
— — — — _ — RETAIN E X I A Pow
REINFORCED IA V f / _ — CONSTRUCTION OF —
F - — — . — i SILT FENCE rn 1 I - PREFORMED SCOUR HOLE..
— I
(� c AT PIPE OUTL ��
O _ — I �S MH \ i 110
tU
8. v— - ` �I ASFAiENx - VO V.
= F C:)
LU
PF _ — — M 1101
02
' -
1 _ PRO-CITN NT _ygL' f 3 rn
/ — EASEtiEN — — — P� I EASEMENT— Z�� _ 3�— _ _ — —
— - _ 3D-C-IT-Y ALEI i — I�
8�2013. PG.1329.— f _ i�'� _ _ _ W
— — — — — —� I I _ — ' C TALE TEMPORARY LI R:
E C� 7UT E _NE-T — — —
Z — — —� — — — — — — -_ = _ — — - - — — F\ 1103 SPECIAL LATERAL 'V' DITCH
_ __ _ _ — — _ _ _ _ _ _" RCP-1 F o20 O 8000 SEE DETAIL 3
_ _ —ssz- — Wt FT�V -& E S O — — SHEET C D - 8
_ _— _— — — — — C 8 R =
_ _ _ _ _ _ _ �j _ 1 \ INSTALL TEMPORARY STREAM CROSSING
�Q — -"Q` _ - -QOf_ - — —EST 23_�S� PSRM„ S
° Z 2� N Z Z N USING 30 FOOT OF l l5"TEMPORARY PIPE
- — — — — — —�_ — — — — _ _ ----SEE ' ' ^' — O —C " 1 : < < �— < < R Ln 18" RCP - IV CROSSING WIDTH - APPROX l0 (MlNIMIZEJ
_ — —_ — _ _ — _ _ _ — — — 19"F �L��B �' -0p` - _ =III — l PERM N I \ x O Z II x S CROSSING LENGTH = SEE DETAIL (MINIMIZE)
�INAG I Z Z II W/ F E
=w- = -- — oK --,tom — _ _ a �� �" ��,T,�\ I 8 \ IAA - II Na NOW OR RMERLY PIPE COVER = 12" MINIMUM
` — 01@ rn \
_03J -- I N 0)°D LAURI AR TSEN
BACKFILL = EARTH MATERIALRETAIN EXIST SYSTEM MICE vN D12286 G 87
199BM 4 P 1298 SURFACE STONE = COARSE AGGREGATE
8 PIN" 184099 32 INSTALL TEMPORARY LINER: BANK STABILIZATION = CLASS B RIPRAP
MATCHLINE -YI- STA 12+00 (SEE SHEET EC-6) JUTE NET SEE DETAIL IN PLANS
Ec
I�INh /
IW I ST
I I N I I (SHEET 3) TEMPORARY
z QIICI LI LION SS 100-YR FLOOD
I I I I I STOCKPILE/STAGING AREA/
-4 CONCRETE TRUCK CLEANOUT
RETAIN EXIST SYS_
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
2 @ 36" HDPE
BURIED 6" v
UT 'I TO ---/
DUNN CREEK
INSTALL SILT FENCE ABOVE
AND AROUND HEADWALL
AFTER INSTALLATION
(APRON WIDTH AT OUTLET =l3.5' APRON WIDTH
AT END=34.5' APRON LENGTH=30')
BRIDGE AND CULVERT EROSION CONTROL PHASING:
IN ALL TEMPORARY STREAM CROSSING
ING 32 F00X OF l @ 36" TEMPORARY PIPE
SSING WIDTH = APPROX 10' (MINIMIZE)
C ING LE TH = SEE DETAIL (MINIMIZE)
FIP = 12" MINIMUM
BACK -EARTH RIAL
SURFACE STOlN = COAR AG ATE
BANK STABILIZAff = CLAS lPR
SEE DETAIL NS
—CLASS III RAP
OUTLET PROTECTION
EST 95 TONS
EST 105 SY I
INSTALL REINFORCED
SILT FENCE (TYP)
DUNN CREEK
\�Tg} •�Tg_TB
A
0304
v SPBCIAIL Lam,T RA-L 'V`�0IT�
v SEE DETAIL
v SHEET -CD-vvvv�-
- — — TOE PROTE&iOi�
— EST 20 SY PSRM >» >
SEE DETAIL 2
SHEET CD-8
1.CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2.CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3.CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. ADD IMPERVIOUS DIKES
5 FEET ABOVE AND BELOW PROPOSED CULVERTS AND TEMPORARY PIPES.
4.AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-13), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
SPECIAL AL1tyhLC'�' R kGHAND GRUBBING
SHEET C D BEFORE PROPOSED PIPE OUTLET
l CONSTRUCTED,CONTRACTOR TO
REMOVE WESTERN CONSTRUCTION
ENTRANCE
PREFORMED SCOUR HOLE
OUTLET PROTECTION
CLASS 'B' RIP RAP
EST 8 TONS
- n e,
36" RCP - IV
d OUTLET INV = 287.5
Q1 EXTEND EXISTING PIPE WITH
IN TAL EMPORARY LINER: RARY PIPE AS NEEDED 00- R FLOOD
JUTE T NTIL PERMANENT -DRAINAGE
(AP 0 WIDTH AT OUTLET=6' APRON WIDTH STR U S
AT D=15' APRON LENGTH=13') STANDARD 4' BASE DITCH
INSTALL ROCK SILT CHECK.TYPE A W/ CLASS 11 RIP RAP
AT ALL DRAINAGE OUTLETS DURING SEE DETAIL 8
CLEARING AND GRUBBING. INST ALL SHEET CD-9
SILT FENCE AROUND TOP OF CULVERTS S= 3% DDE=25 CY
AFTER PIPE IS INSTALLED (TYP) EST 43 TONS
EST 85 SY GEOe
INSTALL TEMPORARY LINER:
JUTE NET INSTALL ROCK SILT CHECK,TYPE A
e SPECIAL LATERAL 'V' DITCH AT LOWEST DISTURBED LIMITS OF
� C�QE_T 'j 3 ANY DRAINAGE AYS 4T_YII; jEF
FCLASS I RIP RAP�16 Tg\\
OUTLET PROTECTION — \
EST 9 TONS _ \
EST 15 SY GEO
Bz
�✓�j T � � � � � —06Z� � � e 4" RCP _i3)d'-s _
_ EXISTING -20' TW /
•/ F - _UTIL'YFY EA MEN' PE
ez Gem 1 17 F —
, 8., arccP— ,20
INSTALL TEMPORARY STREAM CROSSING
USING 36 FOOT OF 10 18" TEMPORARY PIPE
CROSSING WIDTH = APPROX 10' (MlNIMIZE)
CROSSING LENGTH = SEE DETAIL (MINIMIZE)
PIPE COVER = 12" MINIMUM
BACKFILL = EARTH MATERIAL
SURFACE STONE = COARSE AGGREGATE
BANK STABILIZATION = CLASS 'B' RIPRAP
SEE DETAIL IN PLANS
,P ,1329
ROCK CHECK DAMS AS NEEDED
` — — NG CLEARING/GRUBBING AND — — —
yiRADING OPERATIONS. INSTALL
WATTLES AS SHOWN ON PLANS AS — —
FINAL EROSION CONTROL MEASURES (TYP) /\ —
INSTALL SILT FENCE ALONG
LIMITS OF DISTURBANCE INSTALL TREE PROTECTION
RE -INSTALL SILT FENCE FENCE (TYP)
ALONG TOP OF HEADWALL
AFTER PIPE CONSTRUCTION
(TYP)
REMOVE AND REPLACE MH
TOP L = 296.00 INSTALL TREE PROTECTION
' 288.50 FENCE (TYP)
- PE
DUNN CREEK
INSTALL SIL FENCE EXI TING 30' TONF \ \ \ \ \
(TYP) °AA"* Y SEWER EASEMENT \ A
INSTALL ROCK SILT CHECK, TYPE A 998, PG. I730IT31
AT LOWEST DISTURBED LIMITS OF
ANY � AYS (TYP)
X
PREPARED IN THE OFFICE OFo
liiliii//� HORIZ PROJECTo
'%
o. . � .o - 20 0 40
°a�oFEssi°N��q , DUNN CREEK GREENWAY
NC LICENSE #F-0102 Q �[�� l PHASE REV. No.: REvisioNe UaTEe DRAWN Bve CHECKED BY: 421 FAYEEIGH, NORTH
AR SUITE 76 EROSION CONTROL PLAN _ pL _
RALEIGH, NORTH CAROLINA 27601 � 048986 � CpT
This document, together with the concepts and designs presented herein, as an instrument of services isM Horn PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '/
shall be without liability to Kimley-Horn and Associates, Inca �<'� D.
�Q Jog yMBERe SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 ''111nIIm0\0 113 1104 I EC-2

O
O
N
N
ti
NOI
CON
ON
NPD
CRC
INSTALL TREE
PROTECTION
FENCE (TYP)
BRIDGE AND CULVERT EROSION CONTROL PHASING:
1.CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2.CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3.CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. ADD IMPERVIOUS DIKES
5 FEET ABOVE AND BELOW PROPOSED CULVERTS AND TEMPORARY PIPES.
4.AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-13), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
�e
22
�e
2�
VUILtI
SEE DETAIL
SHEET CD-3
PREPARED IN THE OFFICE OFo
HORIZ PROJECTo
CAR'%
��
o000000000 - zo 0 40
°a�oFEssi°N��q , DUNN CREEK GREENWAY
NC LICENSE #F-0102 D /� Q �[�� l PHASE REV. No.: REvisioNe UaTEe DRAWN Bve CHECKED BY: RA EIGH,FAYENORTH
AR SUITE 76 EROSION CONTROL PLAN _ pC
RALEIGH, NORTH CAROLINA 27601 � 048986 � CpT
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley)))Horn PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inc. JOB D.
JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 ``iiiiiiiiW\ 0 113 1104 I EC-3
G
PIPE
ZE)
IIMIZEI
TE
SAP

O
O
N
N
ti
_1/ UT "S9" TO -
DUNN CREEK
f0
Ln i l STALL SILT F
7TY`P)
II� PE - —
JW
X _ x
� I
INSTALL TREE
PROTECTION
30a�— L
NSTALL REI,
\ SILT FENCE
ENCE
FENCE (TYP) CONSTRUCT FALSE SUMP -
BRIDGE AND CULVERT EROSION CONTROL PHASING:
1.CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2.CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3.CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. ADD IMPERVIOUS DIKES
5 FEET ABOVE AND BELOW PROPOSED CULVERTS AND TEMPORARY PIPES.
4.AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-13), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
TO TOP ELEV = 313.0
TO PROMOTE CONVEYANCE
THROUGH PIPE
SEE DETAIL 5
SHEET CD-8
TOE PROTECTION
EST 15 SY PSRM
SEE DETAIL 2
_ -Ab
Y CE \ e
2 @ 60' RCP - IV J
BURIED 1'
INSTALL TEMPORARY STREAM CROSSING
USING 24 FOOT OF 2 o 54' TEMPORARY PIPE
CROSSING WIDTH = APPROX 10' (MINIMIZE)
CROSSING LENGTH = SEE DETAIL (MINIMIZE)
PIPE COVER = 12" MINIMUM
BACKFILL = EARTH MATERIAL
SURFACE STONE = COARSE AGGREGATE
BANK STABILIZATION = CLASS 'B' RIPRAP
SEE DETAIL IN PLANS
-
I ---
CLASS I ff RAP
OUTLET i:)BOTECTION N UT "S11" TO
EST 211 TON CP _IV DUNN CREEK
EST 235'SY 0 BURIED 6"\
CO TRUCT FAOE S V- , / / TOE,-PROTE
C'TION
TOP ELEV322:0 �� _sue - ' �`� /� EST 44 SY PSRM 2 48 RCP - IV -
�0 PROMOTE CONVEYANIIE - - � / V `' SEE DETAIL 2 BURIED 6"
T OU PIPE T \
0601 SEE J (ay A03/ \ INSTALL TEMPORARY STREAM CROSSING
'ral ING 24 FOOT OF 2 @ 48 TEMPORARY PIPE
m CROSSING WIDTH = APPROX 10' (MINIMIZE)
` _ CROSSIN %EA
H = SEE DETAIL (MINIMIZE)
"PE COVEl2" MINIMUM
- _ B ILL TH MATERIAL
_ — SURFACE STONE COARSE AGGREGATE
Al n�3 BANK STABILIZATION - CLASS 'B' RIPRAP
060 g SEE DETAIL PLANK
_ ,T I
"�—TB
INSTALL TEMPORARY LINER.
T:0 I
ESfi 7 SY GEO
BZ 1- CLASS 11 RIP RA _ _
LET P - F l ST ALL ROCK CHE AMS AS
EST ONS EEDED DURING CLEARING/GRUBBING
-- EST 105 SY GEO SZ 7 ND GRAD NG OPERATIONS. INST 1,
WATTLES S SHOWN ON ANS
FINAL ER ON CONT M SURE i
— (APRON WIDTH AT OUTLET=19.5' ��� _ (TYP)
APRON WIDTH AT END=50.5' 'ZZ 2
APRON LENGTH=44)
FOLLOW STREAM BANKS CLASS 11 RIP RAP
OUTLET PROTECTION
EST 168 TONS
INSTALL TEMPORARY STREAM CROSSING EST 187 SY GEO - ��yC
USING 28 FOOT OF l @ 30 TEMPORARY PIPE (APRON WIDTH AT OUTLET-l8 F•\ / 1 \ \�
CROSSING WIDTH = APPROX 10' (MINIMIZE) APRON WIDTH AT END=46'
CROSSING LENGTH = SEE DETAIL (MINIMIZE) APRON LENGTH=40')
PIPE COVER = 12' MINIMUM FOLLOW STREAM
BACKFILL = EARTH MATERIAL Sf LATERAL 'V' DITCH \
SURFACE STONE = COARSE AGGREGATE W/ CLASS B RIPRAPV/� �I',A� O
SEE DETAIL 4 \ X
BANK STABILIZATION = CLASS 'B' RIPRAP ��A
EST 45 TONS V� /V � � � � � � �O
SEE DETAIL IN PLANS EST 100 SY GEO
� (APRON WIDTH AT OUTLET =l3.5' APRON WIDTH Sv�� '�b)
AT END=34.5' APRON LENGTH=30'J ���� O
FOLLOW STREAM BANKS
Q
rj MATCHLINE
ABLISTANDARD ~ BASE DITCH '3 STA 35�00
��SEE
�. H CL�ASV'B' RIP RAP'/ lv- SHEET EC-5) /
HEE�E -g �/� ����
% DDE= 4 C � 11 / / / SPECIAL LATERAL +V �1 H
TONS / Y I I WITH PSRM I I A
ES 2 i
/ 'v// 5. SY GEO A _ SEE DETAIL II
� SHEETSCPD�B : L�I ,DITI \
V CH
W/ CL S I \ \
SEE TAIL 414 6D-8�
EST ON I \
IT
\ \ / EST/ \IS�Y\ E9� - \A
lIN L 4OCK I ILT CHE YPE A l i / R I \ �8"RCR \V
l AT LIDRAINAGE OUT DURING J / // /// 1 / i / W/ FES\ \\ \ \ \ \
CLE ING AND UBBING. STALL /
} 1 Sll FENCE Af�O D TOP F CULVERTtS (
APT PIPE IS YN ALL (TYP)
v v v v v AILEY YOUNG
r / \ \ \
— � 11 �� � `� vvI� I � �/��, � 1 � r i�// / ��vli • � � � v� v�v�� PARK
i
" "— \ it I I I i l //�i��l/ \ F \��
co
F�TAIN TANDARD A Ff�if�IT H�\�
TH LA S '11' RIP P�i
��
— — — — — — — _DUNN
GREEK
�� — — — — — — — / r 1 ���o v �f� =.2 e AI II11
\ T O� l �' F
V - ELT FENCE,
( - j
SILT FENCE (TYP) - � � � I_�-
J�
INSTALL ROCK CHECK DAMS AS NEEDED-
�� DURING CLEARING/GRUBBING AND
PE
H F GRADING OPERATIONS. INSTALL — — —
„� _ _ _ � WATTLES AS SHOWN ON PLANS AS � � � _ - — —
I l FINAL EROSION CONTROL MEASURES (TYP)
I -
- SPECIAL LATERAL 'V' DITCH
_ A \ \ I W/ CLASS B RIPRAP -�
V� II RIP AR - - - T P PE SEE DETAIL 4
Q T � � T I - _ ST ALZ\�?�3C = EHECK7TYP�1 = _ _ . , - - - -
SHEET CD-8
B T1S = _ = - _ _ _ �ONSJRUCT FALSE SU �Z �/ �� EST 65 TONS
-arr = _ - �� INSTALL�CLEARING AND -OR B91-W. T$ GP ELEV = 337.0 / / EST 140 SY GEO ESfi �Y �E$ _ _ _ y WRAP -STREAM -BANKS AN f l - - /
(APRON �V_ll T A� OUTL€T=t6.5' _ RCP IV �T-OMOTE CONEE CE r CONTRACTOR TO VERIFY
PROTECT STREAM PRIOR T /�TAL�T�4E _= LHROI)GH PIP DITCH INSTALLED PER PLANS ii i �:�
APRON WIDT?i _AT� D=40.�` V �� �RIED 1' INSTALLATI� PROPOSE �\ RETIAN 48" RCP - IV ��,� - i�
v�. �- i /�FEI SEE DETAIL 5v\\� F �
APRON LENGTH=3 ) y v�►� �\ (� _PIPS_ r�� - �� ��,,,c%=FENCC€ (TYP) SHEET CD-8 V VA ��� \ DRIED 6"zxl�i `"
PREPARED IN THE OFFICE OFo
� HORIZ PROJECTo
CAPON
- 20 0 40
°a�oFEssi°N��q , DUNN CREEK GREENWAY
NC LICENSE #F-0102 _ Q �[�� l REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 EROSION CONTROL PLAN _ C
PHASE
HASE
RALEIGH, NORTH CAROLINA 27601 048986
This document, together with the concepts and designs presented herein, as an instrument of services is �))Hor PHONE: [phone] VERICpT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper �Q 2 0 4
reliance on this document without written authorization aaC and adoption by Kimley-Horn and Associates, Inc. 2023 '� ��
shall be without liability t0 Kimley-Horn and Associates, Inca �D�� JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 1111 1w 0 113 1104 I EC-4
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
BRIDGE AND CULVERT EROSION CONTROL PHASING:
1.CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2.CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3.CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. ADD IMPERVIOUS DIKES
5 FEET ABOVE AND BELOW PROPOSED CULVERTS AND TEMPORARY PIPES.
4.AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-13), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER
DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER
DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.

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INSTALL ROCK SILT CHECK, TYPE A —�
AT LOWEST DISTURBED LIMITS OF
ANY DRAINAGE WAYS (TYP)
NOW OR FORMERLYi
DEETRA -C.HEa REESTABLISH -CLASS' I -I
NOW OR FORMERLY 1761-7 -PG-319-aU T I T P _ a
= — DEETRA SMITH — PIN°r184t82�4� EST US
DB 5721 PG 729 — = r 1(3voSsY -GEO — _
PIN° 1841825223 $Z _
NOW OR FORMERLY
DEETRA SMITHi£�
DB 8337 PG 305
PIN° 1841825152
INSTALL ROCK SILT CHECK,TYPE A
oso / AT LOWEST DISTURBED LIMITS OF
I I C = ANY DRAINAGE WAYS (TYP)
I5" TEMPORARY PIPE (EXTEND UP
I 1 TO LOD AND WRAP SILT FENCE
I I / 84.3v AROUND TOP OF PIPE TO SERVE
E— B I T AS A CLEAN WATER DIVERSION
I / _INV =
' 381.27
I v ` �; 3KA 8�66
DI
TOP 387.14
• I I ! FULL OF DEBRIS
-T BBM GPS °10 N = 612,918.1214
ol-
.06'S17Z 3 •OO�i i — i v vv / /i'% O�� r� - a� ra" v�� /� / i ° ° i / �— l#ST 804 E = 2,148,533.3042
— / TP-�" T,AIIN ELEV. = 387.51'
UT "S911 TO % / I r-� ie� e0 , — T�// W/ ELBOWS / kk��,, TQ O
DUNN CREEK ��� ' �.. � j �� / INSTALL TREE PROTECTION } E IA AT R L',� D TC c. �e� �o�
vv �� v i L— _ / �CL B RIPI -,,
z �/ I B �i��' 080 FENCE (TYP) 1 SEE D TAIL 4 \ CR 4 C 1 �I
i v m/ m��� TIE BDO INTO NEWLY SHEET CD-8 pl -
/ I' /�� GRADED SWALE ON P R N
O EST 8 TONS STOP 389�O
BDO NCDOT RENOVATION PROJEC EST 18 SY GEO V IN = 3s7.10
STD NO 850.10 �19 INV OUT = 3 7.Io
I �
N NOW OR FORMERLY
TOWN OF WAKE FOREST NOW OR FORMERLY`/ /
i DB 2822 PG 857 ' MADELYN & WENDY
Pm-N°-841825466 WILLIAMS
PIN° 841824752
STANDARD 2' BASE DITCH
WITH CLASS 'B' RIP RAP
SEE DETAIL 7
SHEET CD-8
S= 6.5% DDE=12 CY — —
EST 14 TONS �Oft —
EST 30 SY GEC— — —�
—
/' APPIROXIMA,T�.� o AFENCE �I
�3� �c LI ) A
g � NOW OR FORMERLY / 43' `-/// �� �� �� HERS \ �B��
TOWN OF WAKE FOREST v j/ j/�/ ���� l / �/ /' / / l 1 S
"' DB 2916 PG 176 / / �/ �"' N ( / � / NO R O�MEf�LY ' i ( \ �� TOP 391.99
PIN" 1841829179 / / I I O� / BASKETBALL TOW 0� WAKE�FO ES� O i A % \ \ INV IN = 386.99 V
// ( / �/� COURT / 7� ' \��s�IN�I OUT = 386.6 w /
ti �` ' / / / A ` \K \ V I 1 c / / / // / D� 2�6 G 6 °�
SEE CONSTRUCTION ACCESS
(SHEET 3) TEMP RARY
CONST RYqT gVG IE AT r
UNDERGROUND
ELECTRIC
PIN° 14182979 ° \ c
V �4V00 A V�IATER VANE m� CB
S EL ER APPPRbXIMiaTE NUT- EV �� gQ 1 T/C 393.81
�� ( �• I X�S D BOI�LDERS- -;� J ASP ALT
v lN�A�L Bb �C: REl �D ��� �A 1 . I � / � II � � / � � A � v � � v v 3s�:9cL � I „�-�- — � INV OUT = 387.96
y�C 1 DED D �� /� 1 / V APP oxIMAT� v V ' ' \
/S�L7� FtN� �� �) INVE� T = 38 .6 + O\� —�� \ v CL
— WATER VALVE APPROXIMATE NUT ELEV
FLOW ALO (6 Nr� ON / , I I g �� - v �. Z
STEP SL fE ( 11 / A \ ) I I V� / v OI l / o m — \-' \ �� �� UNDERGROUND
/ / e! V v i ucNrELECTRIC
/ V — v v �S
4- V / ��� I �� �. ��� �� A POLE�� V A �/
•� �� / \V/ �� �'�� A '
L
DURINGCLEARING/GRUBBING AND EEDED
GRADING OPERATIONS. INSTALL
o / / / I I I WATTLES AS SHOWN ON PLANS AST
/�c . �� _ _ —
� FINAL EROSION CONTROL MEASURES Pl oN� �
W,�%` l / i I SPECIAL LATEI 'V' DITCH) I ••jI
�L/NE _ WITH PSRM / �i �� V/
(Sep L�, �, SEE DETAIL I\ �. 11 // i�
SHEET T•q -HEET CD-81 I // �X
35f
EC_4� Op
�T,
MAILBOX
I I.
I�
E NELSON I AVE
PUBLIC R/W T
T
ASPHALT
p/P OO
/ HP+UT
CB •� ® I
1 �+
"Do- � I
�y
I WSW o
0:
Lu NGa
z m0
Wao
/
CON5T HUCT ION ACCE55/WT IH
STOCKPILE/STAGING AREA/
CONCRETE TRUCK CLEANOUT
NOW OR FORMERLY
DEETRA SMITH
DB 8337 PG 305
PIN° 1841825152
C'nrt�I A l 1 A Trn A I /%it 1
C3-
SPECIAL LATERAL BASE DITCH
W/ CLASS B RIP RAP
SEE DETAIL 6
SHEET CD-8
EST I10 TONS
ACT CY nI
►`i�
ELECTRI
UNDERGFT6UND
1 TELEtONE
11
9
JlLl rr-ivLc ri iri
NOW OR FORMERLY
TOWN OF WAKE FOREST
DB 2916 PG 176
PIN° 1841829179
C Mr C l A i C T A A l n A Min M A C r
JAIVVGRJ
DB 13767 PG 281
PIN° 1841817846
NOW OR FORMERLY
JERMAINE CARROLL
DB 13271 PG 1707
BM 1993 PG 1122
PIN° 1841818728
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER
DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER
DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
BRIDGE AND CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
9
PREPARED IN THE OFFICE OFo
HORIZ PROJECTo
CAR4�
20 0 40
DUNN CREEK GREENWAY
NC LICENSE #F-0102 Q �[�� l PHASE REV. No.: REvisioNe UaTEe DRAWN Bve CHECKED BY: 421 FAYEEIGH, NORTH
AR SUITE 76 EROSION CONTROL PLAN _ pL _
RALEIGH, NORTH CAROLINA 27601 � 048986 � CpT
This document, together with the concepts and designs presented herein, as an instrument of services is Horn PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '/
shall be without liability to Kimley-Horn and Associates, Inca �<'� D.
�Q Jog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 zZlI imO\0 113 1104 I EC-5

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NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1.
CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY
NPDES GENERAL STORMWATER PERMIT. REFER TO
CROSS SECTIONS AND MATTING SUMMARY SHEET.
BRIDGE AND CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER
DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER
DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
BRIDGE AND CULVERT EROSION CONTROL PHASING:
1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY
CLEARING AND GRUBBING IS PERFORMED.
2. CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING.
4. AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL
DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
DENSE, VEGETATIVE COVER.
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER
DURING INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER
DAM DETAIL MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
QIQ
00
N rn rnIc"
NOW OR FORMERLY Fn
LAURIARNTSEN rn
N
DB 12286 PG 87 z
rz
BM 1994 PG 1298
W
PIN° 18110996332
LQ
NOW OR FORMERLY
PAMELA GRUBBS
DB 8157 PG 2705
PIN° 1840998440
1106 - —
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to
0
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— — - — — — 7'-1—
o I l
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Q A UNDER�GROU7ID FIB OIC �UTL� o — —
�� I" R P - IV ��\ c6
OHP.+u ll — I vw-w=Eu
Z
J
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Zi
NOW OR FORMERLY
HILLSIDE NURSING
CENTER LLC
DB 8389 PG 420
PIN° 1840984938
SSMH
RIM = 306.30
INV IN=299.52
INV OUT=299,22
SPECIAL STANDARD BASE f III
DITCH W/ CLASS B RIP RAP
SEE DETAIL 7 11 III I
SHEET I
EST 185 TONS
EST 405 SY GEO
INSTALL J-HOOK AND REINFORCED
SILT FENCE AS NEEDED TO DIFFUSE l
/
FLOW ALONG SILT FENCE (TYP)
/ INSTALL ROCK DURING CLEARINCHECK AyIS / INEED
1 G/GRU BIN l �\
/ GRADING OPERATIONS. A
INSTALL SILT
= 1 / \ I t; / (TYP) I I ' iR -IV \
I / NOW FOR FORMERLY / I D
TOE PR TE TIdN
TOWN�OF 6WA PG IORE n, EST 31 S SRM
On
I N°�841�2917' SEE DETAIL Z
SHEET CDA I F_
_ Is bpE rn
I BDO NCDOT I
TD N 85 0
lb
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D cJ'g o° ° 8Q°•�° � I iI }� s I
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m INSTALL REINFORCED rn
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I SILT FEW AS NEEDED TO DIFFUSE rn
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} I NOW311F0MELY
i TOWN 0r AK FORE �T
D� 15653 OG 3
BM 2014
PIN° 1841902957
BZ 2 /m
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i
NOW OR FORMERLY
GALE & MYRA PARKER
DB 79-E PG 320
PIN° 1840999131
NOW OR FORMERLY
GALE & MYRA PARKER
DB 2492 PG 554
PIN° 1840998199
INSTALL TEMPORARY LINER:
JUTE NET
-STANDARD LATERAL V DITCH
SEE DETAIL 3
N
SHEET CD-8
•Cq
Ln
CLASS I RIP RAP
a N
OUTLET PROTECTION
w w
EST 4 TONS1.0
M
EST 8 SY GEO
t°
L'6
18" RCP - IV
rn rn
GRADE TO DRAIN
N1 N1
INSTALL ROCK SILT CHECK,
M M
J TYPE A
— z
4F INSTAL,_ SILT FENCE
00
a
/5 f00
LHW
_
F-
SK
�a a �a .o
7 1
F 11IIAIT VEI \ 110
\ �(�Q \ VA LIABLE WID — —
�— \ � A PUBLIC �/W
INSTALL REINFORCED I
SILT FENCE (TYP)
NUYY 1... . , ,.,GP(L i
CANDICE D. GINGLES
DB 16775 PG 2
BM 1982 PG 467
PIN° 1850090154 NOW OR FORMERLY
LAURIE I HARRIS
DB 15345 PG 2433
BM 1994 PG 1298
in ill 1850090091
INSTALL ROCK SILT CHEC J'�YPE A N
AT ALL DRAINAGE OUTLET DURING 'r:
CLEARING AND GRUBBING. 9VSTALL w
SILT FENCE AROUND TOF14OF CULVERTS w
AFTER PIPE IS INSTALL (TYP) o
0
8' RCP - IV �, o
M �
STANDARD LATERAL V DIT 1a
NOW OR FORMERLY DB 7484 PG 559
PHILIP D. SYKES BM 1994 PG 1298
PIN" 1850092046
0�
Ni ti
m C"
NOW OR FORMERLY
NOW OR FORMERLY
- N
w w
VAUGHN LOWMAN
WINASH PROPERTIES, LLC
DB 5622 PG 441
0 0
0 0
DB 11238 PG 1018
BM 1994 PG 1298
N
,n
BM 1994 PG 1298
Lo
PIN° 1850081963
PIN° 1850082846
N
N
�
—
Q
M M
M M
w
N
Z Z
o
a'
O
0
w
0
ao
0
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M
N
V
60
rn Ln
W/ CLASS B RIPRAP INSTALL kADAMSz
°. o
B a a a o o
i -Y1-- ZU
WAIT AVE F le 0-
f/— 4- S 1G1R — � — \ �Q�
RIMS = 32�20
34 �5 INV IN 4 'CB O Q (�)=�
V OUff=3166113�
(APRON WIDTH AT OUTLET =4.5'APRON WIDTH \
AT END=I1.5' APRON LENGTH=10')
OINSTALL ROCK SILT CHECK. TYPE A
NOW OR FORMERLY
"" INVESTMENTS, LLC
14507 PG 398
2012 PG 1209
0 1850084815
I I '
fI /
/f
r�
SEE DETAIL 9 I IN EXIS lNG SWALE
SHEET I RETAIN - ► - z
ESQ 35 TONS 5�x�30'
S — _
E 77 SY GEO � � I — � \
RETAIN TOWN 0 WAKE FOREST �
-15" RCP -IV 1 �a� J UTILITY BASEMENT .'
p Inc I �� w bB 9542 PG 9611
} ��� " -' v BM 2012 `PSG 1201_
< I ?*; —wt
QQ > > " /FIBE33�73 F 33 .3U
_ — HP+UTIL
— — — E G I�ND
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.
o v - C — — — — i — — — 1 — — — — oI W / UT ELEV
4 Pr
,lo C 1109 20+00 0
— � �?UTL \ — I— — — — —�— -
SSMH
RIM = 336.70
INV IN = 331,82
INV IN(4")=332,10
INV OUT = 329,55
PREPARED IN THE OFFICE OFo
HORIZ PROJECTo
CAR'
%p�
- zo 0 40
;moo°�oFEssioN��q ; DUNN CREEK GREENWAY
NC LICENSE #F-0102 Q SEAL l PHASE REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLEST., SUITE 600 EROSION CONTROL PLAN _
RALEIGH, NORTH CAROLINA 27601 048986
This document, together with the concepts and designs presented herein, as an instrument of services is H or PHONE: [phone] VERICpT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper ��`` 6I%�Q� 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '/ �f
shall be without liability to Kimley-Horn and Associates, Inca4 Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii 01 131 104 1 EC-6

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CONSTRUCTION SEQUENCE
RIP RAP (6°I5)
GRASS -LINED CHANNELS (6°30)
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS MAINTENANCE
I. Hold preconstruction conference at least one week prior to starting construction
and invite NCDEMLR LOS contact number is [phone]. In addition, contact
Subgrade Preparation - Prepare the subgrode for riprop and filter to the required
lines and grades shown on the p/ons. Compact any fill required in fine subgrode
I. Remove all trees, brush, stumps, and other objectionable During the establishment period, check gross -lined channels after
the DEMLR Raleigh Regional Office of least 48 hours prior to commencing the
to a density approximating that of the surrounding undisturbed material or overfill
material from the foundation area and dispose of properly. every roinfoll. After gross is established, periodicolly check the
it ter heavy rainfall Immediately
loud -disturbing activity using the aforementioned contact number.
depressions with riprop. Remove brush, trees, stumps and other objection/
channel; check of every event.
2. Excavate the it to lines It is important to the
material. Cut the subgrode sufficiently deep that the finished grade of the riprop
channel and shape neat and make repairs. particularly check channel
2. Flog the work limits for protection.
will be of the elevation of the surrounding area. Channels should be excavated
dimensions shown on the plans plus a 0.2-ft overcut around outlet and all rood crossings for bank stability and evidence of
sufficiently to allow placement of the riprop in a manner such that the finished
the channel perimeter to allow for bulking during seedbed piping or scour holes. Remove all significant sediment accumulations
J. Prior to any land disturbing (includingg demolition) activities, install silt/tree
inside dimensions and grade of the riprop meet design specifications.
preparations and sod buildup. to maintain the designed carrying capacity. Keep the gross in a
protection fence, construction entrance, temporary stream crossings, and all other
healthy, vigorous condition at all times, since it is the primary
erosion control devices.
Sand and grovel filter blanket - Place the filter blanket immediately of ter the ground
J. Remove and properly dispose of all excess soil so that erosion protection for the channel.
4. In accordance with the erosion control plans, grade troll, install crosspipes, and
reinforced silt fence as shown. Place additional erosion control molting and
foundation is prepared. For gravel, spread filter stone in a uniform layer to the
specified depth. Where more than one layer of filter material is used spread the
surface water may enter the channel freely.
place
stabilize 2:l slopes as indicated. Modify silt fence placement around trail and outlets
/Dyers with minimal mixing.
4. The procedure used to establish grass in the channel will
depend upon the severity of the conditions and selection of species.
as necessary, place silt fence around all temporary crossings and culverts as needed.
A silt bog shall be used for dewafering of sediment containment devices and
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.
Protect the channel with mulch or a temporary liner sufficient to
trenches for maintenance or removal purposes.
Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along
withstand anticipated velocities during the establishment period.
the overlap. Bury the upstream end of the cloth a minimum of 12 inches below
5. Complete final grading for trail.
ground and where necessary, bury the lower end of the cloth or overlap with the
next section as required. Take core not to damage the cloth when placing riprop.
6. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed
if damage occurs remove the riprop and repair the sheet by adding another layer
VEGETATIVE PLAN (NCDENR 6°II )
and mulch.
of filter material with a minimum overlap of 12 inches around the damaged area.
if extensive damage is suspected, remove and replace the entire sheet.
SEEDING SCHEDULE SEEDING SPECIFICATIONS
o 7. All graded areas and bore soils will be seeded, fertilized and mulched accordint
gg
NCDDT specifications to maintain a vigorous, dense, vegetative cover within 7 to I-4 days
or sooner of completion of any phase of grading. Refer to the latest NPDES
Where Jorge stones are used or machine placement is difficult a 4-inch layer of
fine gravel or sand may be needed to protect the filter cloth.
Shoulders Side Ditches Slopes (3:I)
I) After rough grading is completed, till soil in areas to be
Rules doted August 20I1 for more information on ground stabilization
Dote Type Planting Rote seeded and planted to a depth of six inches.
requirements. In summary, perimeter dikes, swoles, ditches, slopes steeper than
3:1, and high quality (HOW) zones should be stabilized within 7 days. All other
Stone Placement - Placement of ri ro should follow immediately offer placement
P
of the filter. Place riprop so that if forms o dense well -graded moss of stone with
Aug. l5 -Nov. l Tall Fescue 250 lbs./acre 2) Apply agricultural lime, fertilizer, and superphosphate to
d he
areas on slopes shall be stabilized within l4 days. If work on f project
ceases for more than the above mentioned length of time, all disturbed areas
o minimum of voids. The desired disbribufion of stones throughout the moss may
Nov. I -Mar. / Toll Fescue 250 lbs./ocre disturbed areas to be vegetated.
& Abruzzi Rye 25 lbs./acre l35 lbs. limestone/I000 sq. ft. (3 tons/ocre) or based on soils
shall have tem rar v etafive round cover established and erosion control
po eg g
be obtained by selective hooding �of the quarry and controlled umping during
Mar. l -Apr. l5 Toll Fescue 250 lbs./ocre
.
devices mointainedy
final placement. Place riprop to its full thickness in one operation. Do not place
test
Apr. l5-Jun. l5 Hulled Common Bermudagrass l2 lbs./acre
riprop by dumping through chutes or other methods that cause segregation of
Jun. l5 -Aug. l5 Toll Fescue 250 lbs./ocre 35 /bs.10-10-10 fertilizer/1000 sq.ft.(1500 Ibs/ocre)
8. All erosion and sediment control practices will be inspected weekly and
stone sizes. Take core not to dislodge the underlying base or filter when placing
& BFescu p Millet xxx 35 lbs✓acre -40 lbs. 50% superphosphate/1000 sq. ft. (I750 lbs/acre)
offer rainfall events. Needed repairs will be mode immediately.
the stones.
or Sorgtam-Sudan Hybrids xxx 30 lbs./ocre 3) Disk nutrients into soil to o depth of six inches until
9. Estimated time before final stabilization is 14 months.
The finished slope should be free of pockets of small stone or clusters of large
Slopes (3:l to 2:1) surface is uniform and free of large dirt clods.
stones. Hand placing may be necessary to achieve the proper distribution of
Mor.I-Jun./ Sericeo Lespedezo (scorifled) 50 lbs./ocre 4) Seeding permanent grass.
/0. Site includes approximately 7.30 acres of permanent vegetation area.
stone sizes to produce a relatively smooth, uniform surface. The finished grade
and 3.0 lbs. KY-3l toll fescue/1000 sq. ft. (l30 lbs./ocre) during
ll. AFTER SITE IS STABILIZED, construction entrances, and construction staging
of the riprop should blend with the surrounding area. No overfoll or protrusion of
riprop should be apparent.
(Mar./-Apr.l5) Add Toll Fescue 250 lbs./acre February l5 through May l5 or August 15 through
and material area stockpile areas, and all other erosion control devices shall be
(Mar. l-Jun. 30) or Add Weeping Lovegross 5 lbs./ocre November l5.
removed, restored as existing, and permanently vegetated as described in the
MAINTENANCE
Mar. /-Jun. 30) or Add Hulled Common Bermuda ross 8 lbs./ocre
g -OR-
Jun. l-Sep. l Toll Fescue xxx 250 lbs./ocre
maintenance and ve etotive plan.
9
Contractor must receive permission by project inspector before any measures ore
Inspect channels at regular intervals as well as after major rains, and make repairs
3.0 lbs. KY -3/ toll fescue and 2.0 lbs. annual ryegross/1000
or Sorghwm-Sudan Hybrids xxx 30 lbs./ocre & Browntop Millet xxx 35 lbs./ocre sq. ft. during November l5 through February l5.
removed.
MAINTENANCE
promptly. Give special attention to the outlet and inlet sections and other points
where concentrated flow enters. Carefully check stability at rood crossings and
Sep.l-Mar./ Sericeo Lespedezo 5) Mulch seeded area with small groin straw at 90 Ibs/1000
(untwlled-unscorified) 70 lbs./ocre
look for indications of piping, scour holes, or bank failures. Make repairs
& Toll Fescue 250 lbs./ocre sq. ft. (2 tons/ocre). Spread uniformly. Approximotely/2
Follow the construction sequence throughout project development. Adequate erosion
immediately. Maintain all vegetation adjacent to the channel in a healthy,
(Nov. l -Mar. lJ Add Abruzzi Rye 25 lbs./ocre of ground surface should be visible to ovoid blocking
and sediment control measures must be installed, maintained and adjusted as needed
throughout
vigorous condition to protect the area from erosion and scour during out -of -bank
flow. in
sunlight to seedlings. On areas where the ground
Consult Conservation Engineer or Soil Conservation Service
during the demolition or clearing and grubbing phases os well os the life of
Control of weed and brush growth may be needed some locutions.
surface equals or exceeds a 3:l slope, and in the inverts
and until permonent vegetation on the project is estoblished.When changes in
for additional information concerning other alternatives for of all drainage swoles,fock mulch with ospholf emulsion
construction activities are needed, amend the sequence schedule in advance to
maintain management control.
vegetation of denuded areas. The above vegetation rates are of o rote of 450 gallons emulsion per acre of straw.
those which do well under local conditions: other seeding rote
combinations ore possible. 6) Mulch around slwbbery and trees with pine straw to depth
Notification of Land Resources Sediment and Erosion Control Self -Inspection Program:
of 3 inches.
xxx Temporary-- Reseed according to optimum season for
The Sedimentation Pollution Control Act was amended in 2006 to require that
persons responsible for land -disturbing, activities inspect a project of ter each
LAND GRADING (6.02)
desired permanent vegetation. Do not allow temporary cover to 7) Temporary cover
to lbs. brown top millet/1000 s ft. May through Au
grow over l2 inches in height before mowing, otherwise, fescue q• y g gust 25.
phase of the project to make sure that he approved erosion and- sedimentation
-OR-
control plan is being followed. Rules detailing the documentation of these
may be shaded out.
I nspections took efrect October 1, 2010. To simplify documentation of Self -
/.0 lbs. annual ryegross/1000 sq. ft. August 25 through April.
Inspection Reports and NPDES Self -Monitoring Reports, o combined form is now
available. The new form was developed to satisfy the requirements of the Sedimentation
CONSTRUCTION SPECIFICATIONS
NOTE: For Wetland, Buffer, see Maintenance Requirements: Refertilize if growth is not
q
Sheet EC-13 for
Pollution Control Act and the NPDES Stormwater Permit for Construction Activities,
seed mix and plantings. fully adequate. Reseed, refertilize, and mulch immediately
NCG 0/0000. Beginninq August I, 2013, the Division of Ener y, Mineral, and Land
I. Construct and maintain all erosion and sedimentation control practices and
following erosion or other damage.
Resources is responsible for administering both the SPC� and the NPDES Stormwater
measures in accordance with the approved sedimentation control plan and
Permit for Construction Activities, NCG 0/0000. The combined form should make it
construction schedule.
easier to comply with self -inspection requirements.
The Combined Self -Monitoring form is available as a PDF and Word document from
2. Remove good topsoil from areas to be graded and filled. and preserve
if for use in finishing the grading of all critical areas.
TOPSOILING (6°04)
the Land Quality web site,http://deq.nc.gov/about/divisions/energy-mineral-/ond-
CONSTRUCTION SPECIFICATIONS
resources/erosion-sediment -contro /forms
J. Scarify areas to be topsoiled to a minimum depth of 2 inches before
Rif yyou have questions,please contact the Land Quality Section at a DENR Regional
placing topsoil.
MATERIALS
Office of 919-79I-4200.
4. Clear and grub areas to be filled to remove trees, vegetation, roots, or
Determine whether the quality and quantity of available topsoil justifies selective Temporary seeding - Protect topsoil stockpiles by temporarily seeding per
If the some person conducts the land -disturbing activity & any related borrow or waste
other objectionable material that would affect the planned stability of the fill.
handling. Quality topsoil has the following characteristics. the latest NPDES rules.
activity,the related borrow or waste activity shall constituteport of the loud -disturbing
activitunless the borrow or waste activity is regulateddunder the Mining Act of 1971,
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,
Texture - loom, sandy loom, and silt loom ore best; sandy cloy loom, silty cloy Permanent vegefofion - if stockpiles will not be used within 12 months they
or is o landfill regulated by the Division of Waste Management. if the and -disturbing
building debris, and other materials inappropriate for constructing stable fills.
loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic must be stabilized with permanent vegetation to control erosion and weed
activity and any related borrow or waste activity are nol conducted by the some person,
soils such as peat or muck as topsoil. growth.
they shall be considered separate land -disturbing activities and must be permitted either
6. Place all fill in layers not to exceed 9 inches in thickness, and compact
through the Sedimentation Pollution Control Act as a one -use borrow site or through
the loyers as required to reduce erosion, slippage, settlement, or other
Organic matter content - (sometimes referred to as °Iwmic matter°) should be SITE PREPARATION
the Mining Act.
related problems.
greater than l.57. by weight.
Before spreading topsoil, establish erosion and sedimentation control practices
7. Do not incorporate frozen material or soft or highly compressible
Acidity - pH should be greater than 3.6 before liming, and liming is required if such as diversions, berms, dikes, waterways, and sediment basins.
MAINTENANCE PLAN
materials into fU/ slopes.
it is less than 6.0.
Grading - Maintain grades on the areas to be topsoiled according to the
I. The Contractor shall check all erosion and sediment control practices for stability and
8. Do not place fill on a frozen foundation, due to possible subsidence and
Soluble salts - should be less than 500 ppm. approved plan and do not alter them by adding topsoil.
operation following every runoff producing rainfall but in no case less than once
slippage.
Sodium - sodium adsorption ratio should be less than 12. Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the
every week. Any needed repoirs will be made immediately by the Contractor to
maintain all practices as designed. Also per Notional Pollutant Discharge Elimination
9. Kee diversions and other water conveyance measures free of sediment
p y
soil is composed of heavy cloys, incorporate agricultural limestone in amounts
The depth of material meeting the above qualifications should be at least 2 inches. recommended b soil tests or specified for the seeding mixture to be used.
9 q Y 9
S stem (NPDES) general stormwoter permit, o rain gouge must be installed on site.
The rain gouge must be kept onsife and inspections by the Contractor must be mode
during all phases of development.
Soil factors such as rock fragments, slope, depth to water Coble, and layer Incorporate lime to a depth of of least 2 inches by disking.
and logged after every half inch of rainfall and once a week. The Contrroctor shall
/0. Handle seeps or springs encountered during construction in accordance
with approved methods.
pp
thickness offect the ease of excavation and spreading of topsoil.
Rou hening - Immediately prior to spreading the topsoil. loosen the sub rode
Q
maintain o copy of the approved E&SC plan with approval letter, copies of any 40l/
404 documents from DWR/USACOE, a copy of the NPDES permit with minimum of
Generally, the upper part of the soil, which is richest in organic matter, is most by isking or scarifying to a depth of at least 4 inches, to ensure bonding of
desirable, however, from deeper loyers be the topsoil if have been incorporated, loosen
most recent 30 dots if sekf -inspection records will be kept on project is completed.
11. Permanently stabilize all graded areas immediately after final grading is
material excavated may worth storing and subsoil. no amendments
if it meets the other criteria listed above. the soil to a depth of at least 6 inches before spreading topsoil.
completed on each area in the grading plan per NPDES Soil Stabilization
2. The Contractor shall remove sediment from erosion control devices when storage
Timefromes.
Organic soils such as mucks and peals do not make good topsoil. They con be SPREADING TOPSOIL
capacity has been appropools imatelyno long r d filled. Grovel will be cleaned or replaced
when the sediment pools no longer drains properly.
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and
p p P
identified by their extremely light weight when dry.
make sure they ore adequately protected from erosion. Include final
Do not spread topsoil while it is frozen or muddy or when subgrode is
P p Y 9
I The Contractor shall remove sediment from behind silt fence when it becomes 0.5'
stabilization of these areas in the plan.
STRIPPING wet or frozen. Correct any irregularities in the surface that result from
topsolling or other operations to prevent the formation of depressions or
deep at the fence. Silt fence will be repaired as necessary to maintain a barrier.
MAINTENANCE
i
Strip topsoil only from those oreos that will be disturbed by excavation, fillng, water pockets.
4. The Contractor shall fertilize, reseed as necessary, and mulch all seeded areas
according to specifications in the vegetative plan to maintain a vigorous, dense
Periodical/ check all graded areas and the supporting erosion and
y g g
roodbuilding, or compaction by equipment. A 4 to 6-inch stripping depth is common,
but depth varies dependin on the site. Determine depth of stri ing .by taking Compact the topsoil enough to ensure good contact with the underlying soil,
a
vegetative cover.
.
sedimentation control practices, especially after heavy rainfalls. Promptly
soil cores of several locutions within each area to be stripped. opso l depth but ovoid excessive compaction, as it increases runoff and inhibits seed
remove all sediment from diversion and other water -disposal practices. if
generally varies along a gradient from hilltop to toe of the slope. Put sediment germination. Light packing with a roller is recommended where
5. The Contractor shall provide ground cover on exposed slopes or other areas
washouts or breaks occur, repair them immediately. Prompt
basins, diversions, and other controls into place before stripping. high -maintenance turf is to be established.
within 7 to 14 days or sooner of completion of any phase of grading. Refer to
maintenance of small eroded areas before they become significant gullies
is on essential port of on effective erosion and sedimentation control plan.
the surface may rough
STOCKPILING On slopes areas that will not be mowed be left row
the latest NPDES Rules doted August 2011 for more information on ground
stabilization requirements. Permanent ground cover is to be provided for all
after spreading topsoil. A disk may be used to promote bonding at the interface
disturbed areas within 7 to 14 days or sooner following completion of construction
Note: Limit disturbances to the length that con be stabilized at the end
the
Select stockpile location to ovoid slopes and natural droinogewoys, avoiding between topsoil and subsoil.
traffic routes. On large sites, respreoding is easier and more economical when
or development.
of work day.
topsoil is stockpiled in small piles located near areas where they will be used. After topsoil application, follow procedure for seedbed preparation, taking care
6. The Contractor shall use a silt bog for dewotering of sediment containment
All stockpile areas used shall be stabilized with silt fence and seeded per the to ovoid excessive mixing of topsoil into the subsoil.
latest NPDES rules.
devices for moainfenance or removal purposes.
7. The Town of Woke Forest contact is Holly Miller, P.E. [phone]
Sediment barriers - Use sediment fences or other barriers where necessary to
retain sediment.
PREPARED IN THE OFFICE OFo
�
NC LICENSE#F-0102
421 FAYETTEVILLEST.,SUITE 600
RALEIGH, NORTH CAROLINA 27601
lmley))Horn
EROSION CONTROL
DETAILS
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NOT TO SCALE
PRO�ECTo
DUNN CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
This document, together the designs herein, instrument is
with concepts and presented aa s n of services
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
PHONE: [phone]°
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
C 2023
=<
Hog NUMBER°
0 1 13 1 104 1
SHEET NUMBER°
EC-7
shall be without liability to Kimley-Horn and Associates, Inca
=``iiiiiiiii ``
Copyright Kimley-Horn and Associates, Inc., 2023

O
O
N
N
ti
STANDARD TEMPORARY SILT TREE
CONSERVATION
AREA FENCE DETAIL
CONSTRUCTION SPECIFICATIONS
8' 0 99 MAXIMUM
I. Use a synthetic filter fabric of at least 95X by weigh of polyolefins or
VARIABLE AS DIRECTED BY
THE ENGINEER
polyesterwhich is certified by the manufacturer or supplier as conforming to
the requirements in ASTM D 6461,which is shown in port in Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
THIS TREE PROTECTION FENCE DETAIL IS REQUIRED
of expected usable construction life of o
temperature raainge of of to 1 0*F
FOR PROTECTION OF TREE CONSERVATION AREAS
2. Ensure that posts for sediment fences are 125 lb/linear ft minimum
(UDO ARTICLE 9.1. TREE CONSERVATION) AND FOR
MINIMUM 10 GAUGE STET FENCE FABRIC
INSTALLED TO SECOND
steel with a minimum length of 5 feet. Make sure that steel posts have
projections to focilitate fastening the fabric.
CREDIT OF EXISTING TREES (UDO SECTION 7.2.7.E.)
LINE WIRES
WIRE FROM T 0 P
MINIMUM 121/,
2
GAUGE
J. For reinforcement of standard strength ?lter fabric, use wire fence with a
INTERMEDIATE WIRES minimum 14 gouge and a maximum mesh spacing of 6 inches.
CONSTRUCTION
I. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
STEEL POST
PLASTIC OR
VARIABLE AS DIRECTED BY THE ENGINEER / WIRE TIES
GRADE
-111,-1 11-1 11-I I I 11010101 I-11010101010101 I-1101010101
_" 1-111-I I I -I 11=1 I I -I I I -I I I=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I=1 I I=1 I I-1 11-1 11=1 I
I-1 I I-1101010101 I-1 I I-1101 I -I I 1-111-I It I I_
I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I=1 I I=1 I I-1 I I -II I III-1 11-"'-
2. Ensure that the height of the sediment fence does not exceed 29 inches
WOVEN WIRE FABRIC
TM
=1 I I 111-
I:=
-' 1 IL-11 I=1
above the ground surface. (Higher fences may impound volumes of water
sufficient to cause failure ofthe structure.)
WARNING SIGNIll
-I I I.
I I E III'
Ell
TREE PROTECTION AREA
-1
II
�61
1=
3. Construct the filter fabric from o continuous roll cut to the length of the
barrier to ovoid joints.When joints ore necessory,securely fasten the filter
.4 feet to the
n
DO NOT ENTER
ZONA DE PROTECCION DE ARBOLES
-I II.
IT
cloth only at a support post withminimum overlap next post.
(_o FILL SLOPE MIN. 10 GA.mx�
MIN, 121 2 GA,
III I fL=LINE
11- FRONT VIEW 11
4. Support standard strength filter fabric by wire mesh fastened securely to
WIRESNO
ENTRE-1 NTERMED ATE
III I
E
upslope side of the posts. Extend the wire mesh support to the bottom of
WIRES
-I I E
11
the trench. Fosten the wire reinforcement, then fabric on the upslope side of11I-=
I
=11 I I= I i-
1=
5 i-1 I I=i
the fence post.Wire or plastic zip ties should hove minimum 50 pound tensile
SILT FENCE F A B R i�
STEEL POST
strength:
GRADE
INSTALLED TO SECOND -
/\A/X\
5. When a wire mesh support fence is used. space posts a maximum of 8 feet
1 =III I O 1'
WIRE FROM T 0 P GRADE
WOVEN WIRE FABRIC
apart. Support posts should be driven securely into the ground a minimum of
1-I
6 " _III I O
L
24 inches.
I -IIIII '
o MIN
SILT FENCE FABRIC
FOR REPAIR O F SILT FENCE FAILURES
6. Extra strength filter fabric with 6 feet post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
-
4 *
IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIIItu
O
plastic zip ties should hove minimum 50 pound tensile strength
-MIN SILT FENCE G E O T E X T I L E FABRIC
z
O o
FILL SLOPE
USE SIFT FENCE OUTLET DETAIL
ANCHOR SKIRT FOLLOWING SKIRT TRENCH
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line ofposts and upslope from the barrier (Figure 6.62a).
w Co z _
REQUIREMENTS, PER NCDENR EROSION AND
s. Place l2 inches oftne fabric along the bottom and side of trench
IIIII IIIII FRONT VIEW IIIII IIIII
:_
SEDIMENT CONTROL PLANNING AND DESIGN
SIDE VIEW
MANUAL FIGURE 6.62A (6.6 2.5) SKIRT MUST
Thorough compare on withsoil
o kf/// Its critico to isiltt fabric
on compact.
= - _ GRADE
--„,_l
BE TRENCHED N , AT A MINIMUM, 8"
/0. Do not attach filter fabric to existing trees.
=
-'�I-III
VERTICALLY AND 4" HORIZONTALLY,
-li _...-III-' 8" MINIMUM COVER OVER
' I I-
MAINTENANCE
MAINTENANCE: CLEAN OUT AT 50N CAPACITY
-I III=; I I=11I
'11 -1111, 91'. SKIRT, ANCHORED 4"
i
NOTE
NOTES:
LIFE OF FENCING: 69 MONTHS
o I1111 E'I II -"
1111h. ANCHOR SKIRT AS
=11
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1 /4 ACRE AND NEVER IN
Inspect sediment fences and fence outlets at least once o week and
after each rainfall. Yoke any required repairs immediately.
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
DO N 0 T DISTURB TREE CONSERVATION AREAS
1�11 DIRECTED BY ENGINEER M
Should the fabric of o sediment fence collopse,tear,decompase
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
,- 111
AREAS OF CONCENTRATED FLOW,
or become ineffective, replace it promptly. Replace burlap every
-11 E
60 days.
3. SIGNS TO BE IN ENGLISH AND SPANISH,
L �II1-
SIDE VIEW
Remove sediment deposits as necessary to provide adequate
storage volume for the next rain and to reduce pressure on the fence.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
5. PLACE A SIGN A T EACH END 0 F LINEAR TREE PROTECTION AND 5 0' 0 N CENTER THEREAFTER
40"
Take core to avoid undermining the fence during cleonout.
6. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN
.
ONE SIGN PER PROTECTION AREA.
STANDARD TEMPORARY
SILT FENCE
Remove all fencing materials and unstable sediment deposits and
bring the area to grade and stabilize it after the contributingd
drainage area has been properly stabilized.
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT
HY TREE PROTECTION AREA
9. ADDITIONAL SIGNS MAY BE REQUIRED BY THE TOONE OR NCDEMLR BASED ON ACTUAL
FIELD CONDITIONS, N 18
10. SIGNS SHALL BE INCIDENTAL TO THE EENCE,
DO NOT ENTER
11. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE,
12. END OF SILT FENCE NEEDS TO BE TURNED UPHILL,
NOTE: USE TREE PROTECTION
COMBINATION IN WOODS AND STREAM
AREAS NOTED ON PLANS
13. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES; WARNING SIGN DETAIL
PLANNING CONSIDERATIONS & DESIGN CRITERIA (HOWEVER FLOW SHALL NOT RUN
PARALEEL WITH THE TOE OF THE FENCE).
MAINTENANCE:
40" �
NOTES:
INSPECT TREE PROTECTION FENCES AT LEAST ONCE A WEEK
AND AFTER EACH RAINFALL, MAKE ANY REQUIRED REPAIRS
IMMEDIATELY, SHOULD THE FABRIC OF A TREE PROTECTION
4"
J' TREE PROTEECTION AREA
1. ALL PLANTS TO BE SAVED
SHALL BE PROTECTED BY
TEMPORARY ROCK
SILT CHECK, TYPE B
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
4" 8"
FENCING AS SHOWN IN THIS
REPLACE IT PROMPTLY,
S, DO NOT ENTER
DETAIL.
4
2, CONTRACTOR SHALL INSTALL
FENCING PRIOR TO BEGINNING
MINA
NOTE:
WARNING SIGN DETAILS
ANY CONSTRUCTION OR
A
CHECK DAMS TO BE INSTALLED AS INDICATED ON PLAN OR IF GRADE IS STEEPER
GRADING ACTIVITY.
g„
PER PLAN DETAIL,
MIN o
CONSTRUCTION SPECIFICATIONS
3. CONTRACTOR SHALL CALL FOR
INSPECTION AND APPROVAL OF
0do1.
PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
PROTECTIVE FENCING PRIOR TO
FILTER
FOUNDATION,
BEGINNING ANY CONSTRUCTION
FABRIC
2, KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS,
�J
OR GRADING.
A
3. EXTEND STONE AT LEAST 1.5 FT BEYOND THE DITCH BANKS TO KEEP OVERFLOW WATER
FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
PLANT CANOPY, DRIPLINE
4. PROTECTIVE FENCING SHALL BE
LOCATED AT OR OUTSIDE
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE
LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
STONE FOR EROSION
5, PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM, CONSIDERING
DRIPLINE OF TREES AND 1'
MINIMUM OUTSIDE SHRUBS OR
OTHER PLANTS
STONE FOR EROSION
CONTROL, #57 STONE 1,5' CONTROL, CLASS B
F. �1
THAT WATER WILL FLOW OVER AND AROUND THE DAM,
6, MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE,
7. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW
TO FROM
8' MAX. VARIABLE AS
pP
S o 1.� 24 MAX
CHECK DAMS, ARE NOT SUBJECT DAMAGE OR BLOCKAGE DISPLACED STONES.
-� DIRECTED BY THE ENGINEER
,�
FILTER ° �O s�pp AT CENTER
g, #57 WASHED STONE SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON
F
"SEDIMENT CONTROL STONE,"
�
FABRIC
4' TO 6' _ I
MAINTENANCE
MIN. 121 /2 GA.
6' STEEL T POST
(FACTORY PAINTED)
_
P SECTION A -A
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
L L L L L L L L L L L L L WIRES
MIN. 0 GA.
ORANGE, UV RESISTANT,
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION
L L L L L ���E��®rE��i®N ��E�L L L L
HIGH -TENSILE STRENGTH, POLY
FROM HIGH FLOWS AROUND THE EDGES OF THE DAM, CORRECT ALL DAMAGE IMMEDIATELY,
LINE WIRES
�® N®� ENTER
ORANGE, UV RESISTANT,
BARRICADE FABRIC (TYPICAL)
IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN
L L L L L L L L HIGH TENSILE STRENGTH,
EXISTING PLANT
THAT PORTION OF THE CHANNEL.
L L L L L L L L L L L POLY BARRICADE FABRIC
L = THE DISTANCE SUCH THAT POINTS
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
GRADE :_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ - - -TYPICAL)
L MIT OF CANOPY,DRIPLINE
U VA
OIII A AND B ARE OF EQUAL ELEVATION
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
_
I-W„all W-W 11-W 11-W-W-W-W-W ,11 W-11�W-W-W-W-1u ,W-W-MMT, ill-W„all- �11-W-
Il III
��
�IIII� A B
STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
WARNING SIGN
fill
�`
L
�IIII_II
DAM, ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION,
Iil
Illl 111
II � �II
III III
III- III
�I�� _
IIII�IIII� ��
�I I II �I I II ��
TPF TPF
PLAN VIEW
PLAN SYMBOL TREE PROTECTION FENCE
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
NOT TO SCALE
PREPARED IN
THE OFFICE OFo
l
��\r��o,000/oTO��-,
PROJECTo
�
NC LICENSE#F-0102
421 FAYETTEVILLE ST., SUITE 6O0
H
EROSION CONTROL
; �oa�pFESS/pN°oq
= � � SEAL � �_
- =
NOT TO SCALE
DUNN CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
RALEIGH, NORTH CAROLINA 27601
or PHONE: [phone]°
DETAILS
= ogs9s6 -
This document, together with the concepts and designs presented herein, aa s n instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improperN�-
reliance on this document without written authorization and adoption by Kimley-Horn
and Associates, Inc.
C 2023
'� ,
shall be without liability to Kimley-Horn and Associates, Inca<
��Q
`
Hog NUMBER°
0 113 1104 I
SHEET NUMBER°
EC-8
Copyright Kimley-Horn and Associates, Inc., 2023
ii i iiiiii

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NOTES
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STREAM BANK
H CD
ooCO=z
=�zDm
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
oc z
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=�zDO
SPECIAL STILLING BASIN
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TRUCKS.
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2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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BY ALL CONSTRUCTION VEHICLES .
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EXISTING TERRAIN
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3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
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TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
r a o
� H
r a o
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/ PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
Z
/ 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
r
r
/ CLEANED UP IMMEDIATELY.
/ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
/ INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
/ FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
Q) 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
W
ONFAIN°
BE DETERMINED BY THE ENGINEER.
V
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/ tiG 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
= Z Q
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/ BY THE ENGINEER.
00
o
15.0' t0 20.0' -
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8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
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/ FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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8" OF SEDIMENT CONTROL STONE
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FILTRATION GEOTEXTILE
z
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Cn z
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NOTES
C J
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USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
C)
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8 IN. MIN. DEPTH O.
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—1 -n
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CONTROL STONE.
W
n
w j
z
PROVIDE STABILIZED OUTLET TO STREAM BANK.
w y
z
a
WOOD PALLETS MAY BE USED IN LIEU OF STONE
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
m
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
NOT To SCALE
SHEET 1 OF 1
SHEET 1 OF 1
ISHEET 1 OF 1
SHEET 1 OF 1
1607.01
1607.01
1630.06
1630.06
MAINTENANCE:
NOTE:
IF PALLETS ARE TO BE USED IN LIEU OF STONE UNDER SILT BAGS, THEY MUST BE NEW, CLEAN, UN —USED PALLETS.
MAINTAIN THE STONE PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL,
MAINTENANCE:
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS,
INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE, REPLACE BAG WEN 3/ OF SEDIMENT, PROVIDE A SUFFICIENT QUANTITY OF BAGS TO CONTAIN SILT FROM PUMPED EFFLUENT DURING CONSTRUCTION,
WATTLE DETAIL
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$��'� PPv�M� USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
Z 70
= O O O
�1
o°�aoaoao°sa
Boa.v�coao°
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USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
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SEDIMENT CONTROL STONE g� ��� �� �°� &v,
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CROSS SECTION.
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ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
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See Inset A WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
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EDGE OF PAVEMENT INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
IV
°�
o 0 o
° o o° o ° o� �' o o SoF6 ° o 0 o NOTE
r
EXCELSIOR WATTLE
G`Z`!�, PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
�'� �Q FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
USE CLASS B EROSION CONTROL STONE
4' oO� o
D'O D, o
S�
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
°
o� O o o� o oo FOR STRUCTURAL STONE.
a
MATTING BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
BACK INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
SLOPE STANDARD SPECIFICATIONS.
CONTROL.
W
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STRUCTURAL STONE
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ISOMETRIC VIEW
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�p =
PLAN
H =
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2 (MAX.)
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STAKE NATURAL GROUND STAKES STAPLES
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INSET A INSET B
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• : 12"(M .)
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MATTING 2' DOWNSLOPE UPSLOPE
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STAKE STAKE DOWNSLOPE
CROSS SECTION STAKE
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2/3 CHANNEL
1 MIN.
VEE DITCH
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WIDTH
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1 MIN �o ° o oop o p H 2' MIN ° `� ° `� °
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2'(MI B'(MI )
MATTING - 2' DOWNSLOPE
CROSS SECTION STAKE
SHEET 1 OF 1
SHEET 1 OF 1
TRAPEZOIDAL DITCH
1633.01
1633.01
TOP VIEW
MAINTENANCE:
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT,
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM, CORRECT ALL DAMAGE IMMEDIATELY, IF SIGNIFICANT EROSION OCCURS
CONTRACTOR SHALL MAINTAIN THE WATTLES UNTIL THE PROJECT IS ACCEPTED OR UNTIL THE WATTLES ARE REMOVED. CONTRACTOR SHALL PLACE WATTLES AS SHOW ON PLANS AND ADD
BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
AS NEEDED, CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT THE WATTLES TO MAINTAIN EFFECTIVENESS, USE ALL EXCAVATED MATERIALS IN THE CONSTRUCTION OF
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
ROADWAY/GREENWAY EMBANKMENTS EXCEPT WHERE OTHEREWISE DIRECTED, DISPOSE OF MATERIALS, WHICH ARE NOT USED IN THE CONSTRUCTION OF ROADWAY EMBANKMENTS IN WASTE AREAS.
FROM CARRYING SEDIMENT OVER THE DAM, ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION,
PREPARED IN THE OFFICE OFo
PROJECTo
��,,,
M
NC LICENSE#F-0102
421 FAYETTEVILLE ST., SUITE 600
>>Hor
EROSION CONTROL
��\l
,,o,o/oTO��-,
; �oa�pFESS/pN°�oq
= � � SEAL �� �� �_
= -
NOT TO SCALE
DUNN CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]°
DETAILS
ogs9s6
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
C 2023
shall be without liability to Kimley-Horn and Associates, Inca<
`
Hog NUMBER°
0 1 13 1 104 1
SHEET NUMBER°
EC-9
Copyright Kimley-Horn and Associates, Inc., 2023
``iiiiiiiii

O
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HARDWARE CLOTH AND
GRAVEL INLET PROTECTION DETAIL (6.51)
STONE FILTER INLET PROTECTION FOR
CONSTRUCTION SPECIFICATIONS
STORM DRAIN UNDER CONSTRUCTION
I. As synthetic fobr1cimum).use a previous sheet io nylay inhibilor,or ethylene tabi yore - extra th
(50 lb/l inch - that inAibltors Fabric be
minimum) contains ultraviolet ray and stabilizers. should
shou/d
sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be
used for short-term applications. It must be replaced every 60 days.
2. Cut fabric from a continuous roll to eliminate joints.
J. For stokes, use 5 -foot steel posts.
4. Space stakes evenly around the perimeter of the inlet a maximum of 4 ft apart, and securely
STANDARDIZED METAL
POSTS 2'-0" IN GROUND
drive them into the ground, approximately 24 inches deep.
UPSTREAM END OF
5. Place a 2 foot flap of wire mesh under the gravel for anchoring.
STEEL FENCE POST STORM DRAIN
6. Fasten fabric securely to the stakes and from. Joints must be overlapped to the next stake.
7. The top of the frame and fabric must be well below the ground elevation downslope from
the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary
dike on the down slope side of the structure to prevent bypass flow. Material from within the
GALVANIZED HARDWARE WIRE
OVERFLOW
sediment pool may be used for diking.
EXTENDS 2 FEET ON GROUND
IN "L" SHAPE AS SHOWN
8.057 washed stone shol/ be paid for at the contract unit price per ton
"Sediment Control Stone."
° 1 /3 PIPE
MAINTENANCE
DIAMETER
Inspect the fabric barrier after each rain and make repairs as needed.
- ° • ° ° •
Remove sediment from the pool area as necessary to provide adequate storage volume for the�'A
next rain. Take care not to damage or undercut the fabric during sediment removal.
° d
• Q
8
° ° •
Lcj
0
METAL POST
F -
/yam
°
V 9
O
WASHED STONE FILTER HARDWARE CLOTH
o
0
° O
ACROSS PIPE INLET
CLOTH HARDWARE 2
-57 STONE
�
2} o
° • no
O�
� o
�(D•o°OOb
0 ° •4 Z)GC&G tIGO
�-
—�
STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT
El
O / /6"
UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION,
Q
OUo
WASHED STONE PLACED
MAINTENANCE:
TO
TO A HEIGHT OF l2'-l8" MIN.
ABOVE TOP OF BOX
2
INSPECT STANDARD PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
2'
REPAIRS IMMEDIATELY, SHOULD THE STONE COLLAPSE, BREAK, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY,
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FUNCTION FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE INLET PROTECTION MEASURE, TAKE CARE TO AVOID UNDERMINING THE INLET PROTECTION MEASURE
DURING CLEANOUT, REMOVE ALL INLET PROTECTION MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRINGT THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
FILTER OF 1 INCH DIAMETER ° ° 0 0 °
c�o�s
NOTES:
1, MUD MAT(S) SHOULD BE LOCATED TO
# 57 WASHED STONE 0000 °° °$ 0 0 o°040T __F1
"�O °°
�i0 0 T °o a
��
PROVIDE FOR UTILIZATION BY ALL
CONSTRUCTION VEHICLES,
°°
°o 0 0 ° °°0o cPoa o o°
��.,��i
2, MAINTENANCE: MUST BE MAINTAINED IN A
NOTE: o° oa o ° o ° °°
�i� �T�
CONDITION WHICH WILL PREVENT TRACKING
SILT FENCE FABRIC TO OVERLAP °Oo
�
OR DIRECT FLOW OF MUD INTO WETLAND,
O QbO0 09�
000
F
3, MUD MAT(S) SHALL BE
HARDWARE CLOTH BY 12 INCHES o�° °oo o ° ° °
O
0000o 000 � O °
IN E TLAND AREAS TO
\\ 00 ° ° °0°°00o o ao°°o° o0a°
o
LIMITZIIMPAC SED
FOR BRIDGE AND
`o °
BOARDWALK CONSTRUCTION,
STEEL FENCE POST °
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED BY
WIRE FENCE HARDWARE CLOTH STEEL FENCE POST
p
THE CONTRACTOR,
4, NUMBER AND LOCATION OF MUD MATS TO
SILT FENCE FABRIC ON WIRE FENCE
o MUD MAT �F '
° ° �� �o
MINIMIZE IMPACTS OR
HARDWARE CLOTH ON WIRE FENCE
DETERMINED BY THE ENGINEER,
PLAN VIEW
2" TO 3"
o�T��T
5, MOAT MAY ALTERNATE MUD
FILTER OF 1 INCH DIAMETER
FORTOAPPROVALUBMIT
# 57 WASHED STONE
COARSE
�'F'
6, CONSTRUCTION ENTRANCE
AGGREGATE RAILING
G`r<"
APPROACHES TO MUD MAT SHALL BE
(6" MIN DEPTH) \\/ (6" MIN)
���
INCIDENTAL TO THE MUD MAT PAY
FLOW DIRECTION ° 18 STEEL FENCE POST SET
Bob-
/
ITEM.
o GRADE HARDWARE CLOTH MAXIMUM 2 FEET APART WIRE FENCE
' -111=111=111=111=1 I I=1 I I EME I L=1 =
.._''LJ=11-=�I=III
RAILING
(6" MIN)
SIDE VIEW SHUT FENCE
LJ FABRIC
OVERLAP OVERLAPA\\
2 12
INCHES INCHES
MAT OVERLAP PER /
MANUFACTURE SPECIFICATION \\\
\
/
GRADE
I!;nMFTRIC VIEW
' I I=1I I-1. �I I I=1I I—III=1I I=1 I I —I I1Ei I I=III
G�w\
ti
=1 11= III=1 I I—III=1 I I=1 I L Iil=1TI -1 11= - =1 I I —III I I —III='
"I - f -111=111-
I I=I I Ii • I I=I I I1=1I I—_ -_I 11. . :I I1=1 I1=1 •
=1I1= III=1I1-' FJ Ll -III—III IE]I1=1I
N O T E : I FIE I I= 11=1 I I- N O T E: 1=1 11=hr=1 11=1 I I
-�
J Q
11—III—III—I I I-1 I I-111-1 I I
1.USE SILT FENCE OUTLETS ONLY WHEN — — — BURY WIRE FENCE, HARDWARE CLOTH, - —
r7
DRAINAGE AREA DOES NOT EXCEED 1/4 FRONT VIEW AND SHUT FENCE FABRIC 6 INCHES HNTO
��'�•�
ACRE AND THERE IS A LOW AREA, USE THE TRENCH
AS A REPAIR OF SILT FENCE FAILURES.
2. #57 WASHED STONE SHALL BE PAHD
FOR AT THE CONTRACT UNIT PRICE PER
TON "SEDIMENT CONTROL STONE."
SPECIAL SEDIMENT CONTROL FENCE/
MUD MAT DETAIL
MAINTENANCE: SILT FENCE OUTLET
SEE STANDARD TEMPORARY SILT FENCE DETAIL
FOR MAINTENANCE INSTRUCTIONS.
PREPARED IN THE OFFICE OFo
�
NC LICENSE#F-0102
421 FAYETTEVILLE ST., SUITE 600
H
EROSION CONTROL
��,,,
��\l
o,000/oTO��-,
; �oa�pFESS/pN°oq
= � � SEAL � �_
- =
NOT TO SCALE
PROLECTo
DUNN CREEK GREENWAY
PHASE 3
REV. No.:
REVISION°
DATE°
DRAWN BYe
CHECKED BY:
RALEIGH, NORTH CAROLINA 27601
or PHONE: [phone]°
DETAILS
= ogs9s6 -
This document, together with the concepts and designs presented herein, aa s n instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improperN�-�Q�
reliance on this document without written authorization aand adoption by Kimley-Horn and Associates, Inc.
C 2023
'�
JOB NUMBER°
SHEET NUMBER°
shall be without liability to Kimley-Horn and Associates, Inca<
,
�V,
``iiiiiiiii ``
0 113 1104 1
EC- 10
Copyright Kimley-Horn and Associates, Inc., 2023

s Provided by APPIAN Consulting Engineers — www.appionengineers.com 03/09/2015 — 5:34:48 PM Details Provided by APPIAN Consulting Engineers — www.appionengineers.com 03/09/2015 —
PLAN VIEW
O
O
SILT FENCE J-HOOK PLACEMENT
J—HOOK
41
(AS NEEDED)
J—HOOK
NOTE.- USE SILT FENCE J—HOOK PLACEMENT AS NEEDED
TO DIRECT RUIN —ODD DO SILT FENCE OUTLETS AND
PREVENT ACCUMULATION AND UNDERMINING OF SILT FENCE,
METAL STAKE
PLACE POSTS (STAKES)
ADJACENTLY AND BIND AT
TOP WITH WIRE.
INOTEo PLEASE REFER TO SILT FENCE DETAIL FOR
SILT FENCE MAINTENANCE RENUIRMEINTS,
i -HOOK DETAIL
PROPOSED 12^ iV00 ! BRIDGE>iAT
3-4' WIDTHS FOR STREAM CROSSING -
1/4 SUPPORTED
(BELOW GRADE)
lo-
b. >
05 �roA
o�
.1� Als
�1
LINER WITH #57 STONE
W-O" (20'-O" TOTAL)
i 3-0"
(6-0" TOTAL BOTTOM) 2'-0" 1'-0" 2'-0" 2'-0"
i
FF,0
10 MIL. PLASTIC
LINING
2
1F—
SECTION A -A
o I 315Lpyti
31SL�PE
ANCHOR —I I—_ (—
PLASTIC LINER = =
WITH #57 STONE
(1/2 SECTION)
EXCAVATED PIT WITH STONE SUPPORT
NOT TO SCALE
STONE SUPPORT NOTES:
12. The "concrete washout" sign shall be installed within 30 ft of the temporary concrete washout facility.
3. Pit capacity is minimum of 6 cu ft per 10 cu yd of concrete.
4. Contractor to coordinate with usage contracting officer for proper disposal of concrete.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
Seale Detail#:
CONCRETE WASHOUT Not To Scale 9.76
TOWN of
WAKE FOREST PIT DETAIL Revision Dace: sheet*.,Feb., 2015 1 of 4
TEMPORARY STREAM CROSSING (NCDENR 6.70)
NIATER DIVERSION
1/4 SUPPORTED
EXIS*nN(3 SWAI_E
PLYWOOD 48"x24"
101
C O N C R E TE
PAINTED WHITE
i
LETTERS
WASH O U T ip
6BLACK
HEIGHT
iDi
0.5" LAG
SCREWS
0
in
WOOD POST
3"x3"x8'
LJ LJ
SIGN DETAIL
CONCRETE WASHOUT DETAIL NOTES (OR EQUIVILANT)
Concrete washouts are used to contain concrete and liquids when the chutes of concrete mixers and hoppers of concrete pumps are rinsed out
after delivery. The washout facilities consolidate solids for easier disposal and prevent runoff of liquids. The wash water is alkaline and
contains high levels of chromium, which can leach into the ground and contaminate groundwater. It can also migrate to a storm drain, which
can increase the pH of area waters and harm aquatic life. Revised NPDES and NC General Construction Permits require the use of concrete
washout areas on all sites using concrete:
1. No concrete or cement slurry shall be discharged from the site.
2. Any hardened concrete residue shall be disposed of, or recycled on site, in accordance with local and state solid waste regulations.
3. Concrete washout area to be minimum 50' from storm drain inlets and surface waters (ie, detention pond, ditches, etc).
4. Prefabricated washout container or pit equal detail provided may be used if approved by Engineer.
5. Install concrete washout pit at all construction entrances used by concrete trucks.
6. Dimensions may be modified to fit topography. Provide minimum 100 Sf. of surface area level.
7. Locations shown on plans are for illustrative purposes only. Contractor shall determine final number of pits required, and their
placement.
8. Inspection:
a. Contractor to check all concrete washout facilities daily to determine if they have been filled to 75% capacity, which is when
materials need to be removed.
b. Both above- and below- ground self -installed washouts should be inspected daily to ensure that plastic linings are intact and
sidewalls have not been damaged by construction activities. Contractor to repair plastic lining as needed.
c. Prefabricated washout containers should be inspected daily as well to ensure the container is not leaking or nearing 75 percent
capacity.
d. Inspectors should also note whether the facilities are being used regularly.
6. Material Removal:
a. Concrete washouts are designed to promote evaporation where feasible. However, if stored liquids have not evaporated and the
washout is nearing capacity, vacuum and dispose of them in an approved manner - check with the local sanitary sewer authority to
determine if there are special disposal requirements for concrete wash water.
b. Remove liquids or cover the structures before predicted rainstorms to prevent overflows. Companies that offer prefabricated and
watertight washout containers generally offer a vacuum service to remove the liquid material.
c. Contractor to remove hardened solids or reuse onsite or haul them away for recycling.
d. When removing materials from the concrete washout, building
a new structure or, if the previous structure is still intact,
Contractor is to inspect the structure for signs of weakening
or damage and make any necessary repairs. Line the
structure with new plastic that is free of holes or tears and
replace signage if necessary. It is very important that new
plastic is used after every cleaning because pumps and
concrete removal equipment can damage the existing liner.
7. At completion of project, washout area to be backfilled and graded to be level with existing grade..
8. General Contractor is to educate concrete subcontractors, post signage indicating the location and designated use of these areas, and
provide careful oversight to inspect for evidence of improper dumping of concrete waste and wash water. Contractor should include
requirements in contracts with concrete delivery companies that drivers must use designated concrete washout facilities.
TOWN of WAKE FOREST, NC
Manual of Specifications, Standards and Design
CONCRETE WASHOUT Seale Detail#
Not To Scale 9.76
TOWN of
WAKE FOREST PIT DETAIL Revision Dace: sheet*.
Feb., 2015 4 of 4
COARSE AGGREGATE 6" DEEP (#57)
12" MINIMUM
a a°°o°06�6��-f`
FILTER FABRIC °
EXISTING SUBGRADE ��
ALTERNATE TEMPORARY STREAM CROSSING BRIDGEMAT
CONSTRUCTION SPECIFICATIONS AND SEQUENCE NOT ° SCALE
I. Keep clearing and excavation of the stream banks and bed and approach sections to a minimum.
2. Divert all surface water from the construction site onto undisturbed areas adjoining the stream.
J. Keep stream crossing at right angles to the stream flow.
4. Align road approaches with the center line of the crossing for a minimum distance of 30 feet. Raise bridge abutments and
culvert fills a minimum of l foot above the adjoining approach sections to prevent erosion from surface runoff and to allow flood
flows to pass around the structure.
5. Stabilize all disturbed areas subject to flowing water, including planned overflow areas, with riprop or other suitable means if
design velocity exceeds the allowable for the in -place soil.
6. Ensure that bypass channels necessary to dewater the crossing site are stable before diverting the stream. Upon completion of
the crossing, fill, compact, and stabilize the bypass channel appropriately. Or contractor moy use impervious dikes and bypass
pumping operation. If this method is used, contractor is to diffuse flow of pump outlet.
7. Remove temporary stream crossings immediately when they are no longer needed. Restore the stream channel to its original
cross-section, and smooth and appropriately stabilize all disturbed areas.
8. Any in -stream control measures must be removed upon stabilization of the area.
9.Impervious dikes and bypass pumping will be considered incidental to this item.
MAINTENANCE
Inspect temporary stream crossings of ter runoff -producing rains to check for blockage in channel, erosion of abutments, channel
scour, riprop displacement, or piping. Make all repairs immediately to prevent further damage to the installation.
PREPARED IN THE OFFICE OFo
■
NC LICENSE #F-0102
REV. No.: REVISION° BATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley,))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2023
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
CAPACITY OF PIPE CULVERTS=
BANK FULL FLOW
SEE PLANS
CLASS 'B' RIP RA
AT PIPE OUTLET
COARSE AGGREGATE—,
25' MIN.
TOP OF BANK
EROSION CONTROL
DETAILS
�� 6ARO
o�
Q�OF ONVI oq
SEAL
048986
ELEVATION
G�
PLAN
EARTH FILL COVERED BY
CLASS B RIPRAP OR
SURGE STONE
EARTH FILL COVERED BY
CLASS B RIPRAP OR
SURGE STONE
25' MIN.
TOP OF BANK
PROJECT,
DUNN CREEK GREENWAY
NOT To SCALE PHASE 3
JOB NUMBER° SHEET NUMBER°
011311041
EC- I I

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VARIOUS MULCH AND NET CONSTRUCTION SPECIFICATIONS
Join strips by anchoring
and overlapping.
In channels, roll out strips of netting porollel to the
direction of flow and over the protective mulch
CONSTRUCTION SPECIFICATIONS
SYNTHETIC ROVING
Use North American Green PS 300 permanent erosion
control matting or equivalent product approved by engineer.
Synthetic roving is wound into a cylindrical package so that
it con be continuously withdrawn from the center using a
compressed air ejector. Roving expands into a mat or glass
fibers as it contacts the soil surface. It is often used over a
straw mulch, but must still be locked with asphalt.
Spread roving uniformly over the area of a rote of 0.25 to
0.35 lb/sq yd. Anchor with asphalt immediately of ter
opplicotion, of a rote of 450 gallons per ocre.
As a channel lining, and at other sites of concentrated flow,
the roving mat must be further anchored to prevent
undermining. if may be secured with stakes placed at
intervals no greater than l0 ft along the droinogewoy,and
randomly throughout its width, but not more than l0 ft oport.
As an option to staking, the roving con be buried to a depth
of 5 inches of the upgrade end and of intervals of 50 ft
along the length of the channel.
NETS AND MATS
Nets alone generally provide little moisture conservation
benefits and only limited erosion protection. Therefore,
they are usually used in conjunction with on organic mulch
such as straw.
W/ _
Filter
Except when wood fiber slurry is used, netting should
always be installed over the mulch Wood fiber may be
sprayed on top of on installed net.
Mots, including "excelsior" (wood fiber) blankets, are
considered protective mulches and may be used alone, on
erodible soils, and during all times of the year. Place the
matting in firm contact with the soil and stople securely.
INSTALLATION OF NETTING AND MATTING
Products designed to control erosion should be installed in
accordance with manufacturer's instructions. Any mot or
blonket-type product used as a protective mulch should
provide cover of of least 30/. of the surface where it is
applied. Installation Is Illustrated below.
I. Apply lime, fertilizer and seed before laying the net or
mot. if open -weave netting is used, lime may be incorporated
before installing the net and fertilizer and seed sproyed on
of terword.
2. Start laying the net from the top of the channel or slope
and unroll it down the grade. Allow netting to lay loosely on
the soil but without wrinkles -do not stretch.
OUTLET STABILIZATION STRUCTURE DETAIL
DETAIL A
Lo
A
W2 = Do +Lo
Do
T
Section A -A
Pipe Outlet To Flat Area
With No Defined Channel
W/ = 3
A
Tol/water > 0.5 Do
0000 0 000
0 00
H Oo000ao 0000000
00000 T
0
Filter Fabric
Section A -A
H = Rip Rop to Top of Pipe (Max.H = D + T)
T = 1.5,Dmox , Unless Otherwise Shown On Plans
J. To secure the net, bury the upslope end in a slot or trench
no less than 6 inches deep, cover with soil, and tome firmly.
Staple the net every 12 inches across the top end and every
3 ff around the edges and bottom. Where 2 strips of net are
laid side by side, the adjacent edges should be overlapped 3
inches and stapled together. Each strip of netting should also
be stapled down the center. every 3 ff. Do not stretch the net
when applying staples.
4. To join two strips, cut a trench to anchor the end of the
new net. Overlap the end of the previous roll l8 inches, as
shown below, and stople every 12 inches just below the anchor
slot.
MAINTENANCE
Inspect all mulches, nets, and mots at least weekly and after each
significant (112 inch or greater) rain fall event repair
immediately. Good contact with the ground must be maintained,
and erosion must not occur beneath the nets and mots. Any
ores of the nets and mots that ore damaged or not in close
contact with the ground shall be repaired and stapled. if erosion
occurs due to poorly controlled drainage, the problem shall be
fixed and eroded area protected. Where erosion is observed,
apply additional mulch if washout occurs, repair the elope grade.
reseed and reinstall mulch Monitor and repair mots and liners
as necessary until ground cover is established.
DETAIL B
Lo
W2 = Do + OALo
7- SLOPE l%2:lOR FLATTER
CONSTRUCTION SPECIFICATIONS
I. Ensure that the subgrode for the filter and riprop follows the required lines and grades shown
in the plan. Compact any fill required in the subgrode to • the density of the surrounding undisturbed
material. Low areas in the subgrode on undisturbed sal may also be filled by increasing the
riprop thickness.
2. The riprop and grovel filter must conform to the specified grading limits shown on the plans.
J. Filter cloth, when used, must meet design requirements and be properly protected from
punching or tearing during installation. Repair any damage by removing the riprop and
placing onother piece of filter cloth over the damaged area. All connecting joints should
overlap a minimum of l foot. if damage is extensive, replace the entire filter cloth
4. Riprop moy be placed by equipment. but take care to ovoid damaging the filter.
5. The minimum thickness of the riprop should be l.5 times the maximum stone diameter.
Pipe outlet to Well -Defined Channel
6. Riprop may be field stone or rough quarry stone. It should be hard, angular,
highly weother-resistant and well graded.
7. Construct the apron on zero grade with no overfall of the end. Make the top of the
riprop of the downstream end level with the receiving area or slightly below it.
8. Ensure that the apron is properly aligned with the receiving stream and preferably
straight throughout its length if a curve is needed to fit site conditions, place it in
the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with vegetation.
MAINTENANCE
Inspect riprop outlet structures after heavy rains to see if any erosion around or
below the riprop has taken place or if stones have been dislodged. Immediately
make all needed repairs to prevent further damage.
z
omm og
EXISTING < Q
DHp7p0 '=IIIIII -III _ (MIN.) GROUND z0~C=U
r p III=1TI=1TI-1I-III W J p� -
�Z�=D , 1 rr - f BACKFILL OON=z
"' _ - "O�r! A -� )III g„ I R_ < O =
V 2 CD
Cn O p 111- rr r !� (7 I I (MIN.) STAPLES ON Q = ~ z ~
zH�rm 30' r / fI III W
• O O H II=III-I — = R ! I II -I �:�\.�\ T�i:, ';:, ..';:, _ '; :�\.�\ T� _ 1' CENTERS O a
n D -IIIIII-II -III 4" 4 1 0IIIIII Q� IN TRENCH p p
D D -III=II ICI II 1 IIIIII �j�� z
A_�-10" IIIIIIIII N HH
Cn p -III- a HIM I- r
11=III- II -III W p
Z III -III �� III -III '
III-p1= � I -III -II T o
-III--11=111
0' 1 � ITI-ITI-I � � " M I N
III 'all 6" -III-III
STAPLE =III=1
II -III -III
CHECK L=III-III- MATTING SHALL BE \� STAPLES ON
MATTING IN DITCHES PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
,.1., DIAGRAM OA
z z
a - ---
= U ^^^ A Staple Check Pattern Q
Cn
4„ �J
J
D �10" 10" p Q
� o � f � o �
N D Q CO
o — O Z
p 4„ % 30' z ~
B <
rD SCheck 99 CC0
n Staple
CA �
c DIAGRAM O _ a
Z C) MATTING ON SLOPES DIAGRAM O w
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
SHEET 1 OF 1 SHEET 1 OF 1
1631 .01 NOT TO SCALE 1631.01
s
3'
X�Staple
X
� �3
N
X
TEMPORARY LINERS
MAINTENANCE:
I. Inspect Rolled Erosion Control Products (RECP) of least weekly and of ter each
signifcont (1/2 inch or greater) rain fall event repair immediately.
2. Good contact with the ground must be maintained, and erosion must not occur
beneath the RECP.
J. Any areas of the RECP that ore damaged or not in close contact with the ground
shall be repaired and stapled.
4. if erosion occurs due to poorly controlled drainage, the problem shall be fixed
and the eroded area protected.
5. Monitor and repair the RECP as necessary until ground cover is established.
NOTEo USE INLET TUBES AS NEEDED TO PREVENT SILT AND
DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION.
l ILI LF1 JHUR IIVLLI
PROTECT ION
(SEE DETAIL)
EIVI I UBE
IT FENCE
EDEDI
GUTTER
'SIGHTED
SEDIMENT
TUBE
Use Inlet tubes that exhibit the following properties:
Produced by a Manufacturer experienced in sediment tube manufacturing.
Composed of compacted geotextlles, curled excelsior wood, natural coconut
fibers or hardwood mulch or a mix of these materials enclosed by a flexible
netting material. Do not use straw, straw fiber, straw bales, pine needles or
leaf mulch under this specification. Utilize an outer netting that consists
of seamless, high —density polyethylene photodegradable materials treated
with ultraviolet stabilizers or a seamless, high —density polyethylene
non —degradable materials.
Ins.allation:
nstall inlet tubes lying flat on the ground, With no gaps between the
underlying surface and the inlet tube.
nspection and Maintenance:
Inlet tubes may be temporarily moved during construction as needed.
Replace inlet tubes damaged during installation as directed by the
nspector or Manufacturer's Representative at the contractor's expense.
INLET GRATE
LOOPS SIZED FOR
1" DEBAR,LIFT
LOOPS SIZED FOR
FILTER BAG FROM
I" DEBAR,USE
INLET USING REBAR
REBAR FOR A HIS
FOR HANDLES
TO EMPTY FILTER
SACK AT A
OVERFLOW HOLES
SEDIMENT
(OPTIONAL)
COLLECTION
LOCATION
GEOTEXTILE BAG
1/4" BRIGHTLY COLORED
2"X2"X3/4"
NYLON ROPE EXPANSION
RUBBER
RESTRAINT
BLOCK (TYP)
ISOMETRIC VIEW
s
)RED NYLON
EXPANSION
RESTRAINT
EMPTY FILTER SACK WHEN BRIGHTLY COLORED
EXPANSION RESTRAINT CAN NO LONGER BE
SEEN,
Z
GEOTEXTILE WILL BE A WOVEN
POLYPROPYLENE FABRIC THAT MEETS OR
EXCEEDS REQUIREMENTS IN THE
SPECIFICATIONS TABLE,
3.
AN OIL ADSORBENT PAD OR PILLOW CAN BE
PURCHASED WHEN OIL SPILLS ARE A
CONCERN,
T
INSPECT PER REGULATORY REQUIREMENTS,
5.
THE WIDTH, "W", OF THE FILTER SACK WILL
MATCH THE INSIDE WIDTH OF THE GRATED
INLET BOX.
6.
THE DEPTH, "D", OF THE FILTER SACK WILL
BE BETWEEN IS INCHES AND 36 INCHES.
7.
THE LENGTH, "L", OF THE FILTER SACK WILL
MATCH THE INSIDE LENGTH OF THE GRATED
INLET BOX.
SPECIAL INLET PROTECTION
NOT TO SCALE
SECURE LIFTING LOOPS TO
OR UNDER SURROUNDING
ELEVATION VIEW
PROFILE VIEW OF
INSTALLED FILTER
SACK
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES
TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D-4632
300 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM D-4833
120 LBS
MULLEN BURST
ASTM D-3786
800 PSI
TRAPEZOID TEAR
ASTM D-4533
120 LBS
UV RESISTANCE
ASTM D-4355
80 %
APPARENT OPENING SIZE
ASTM D-4751
40 US SIEVE
FLOW RATE
ASTM D-4491
40 GAL/MIN/SO FT
PERMITTIVITY
ASTM D-4491
0.55 SEC -1
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES
TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D-4632
265 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM D-4833
135 LBS
MULLEN BURST
ASTM D-3786
420 PSI
TRAPEZOID TEAR
ASTM D-4533
45 LBS
UV RESISTANCE
ASTM D-4355
90 %
APPARENT OPENING SIZE
ASTM D-4751
20 US SIEVE
FLOW RATE
ASTM D-4491
200 GALTMINTSQ FT
PERMITTIVITY
ASTM D-4491
1.5 SEC -1
PREPARED IN THE OFFICE OFo LrTTr1i���1TTri PROJECTo
���llo,,000/oT���'�
FESS/pN°oq o
INC LICENSE #F-0102 = SEAL �� = DU N N CREEK G R E E NWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 - PHASE
RALEIGH, NORTH CAROLINA 27601 _ 0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is Kiml >>HornPH0NE:(,,,)677-2000
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inc. <vQ 3oB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 i 11111iiI\\\ 113 1104 I EC- 12

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TABLE 1: WETLAND SEED MIX
SPECIES NAME
COMMON NAME
MIX PERCENTAGE 2
Panicum rigidulum
Redtop Panic Gross
60
Carex lupulina
Hop Sedge
10
Juncus effusus
Soft Rush
10
Carex lurida
Lurid (shallow) Sedge
7
Scirpus cyperinus
Wool Grass
5
Saururus cernuus
Lizard's Tail
4
Carex squarrosa
Squarrose Sedge
4
1, SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL,
2. APPLICATION RATE OF 20 LBS/AC
TABLE 2: PERMANENT SEEDING FOR REFORESTATIONS
A RIPARIAN SEED MIX AT THE RATE OF '/ LB PER 1,000 SQ FT OR 10 LBS
PER ACRE SHALL BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS
HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"*
SCIENTIFIC NAME
COMMON NAME
PER CENT COMPOSITION
Agrostis albo
Red Top
10
Elymus virginicus
Virginia Wild Rye
15
Ponicum virgatum
Switchgross
15
Tripsicum doctyloides
Gamma Gross
5
Polygonum pennsylvanicum
Pennsylvania Smortweed
5
Schizachyrium scoporium
Little Bluestem
5
Juncus effusus
Soft Rush
5
Bidens oristoso
Tickseed
10
Coreopsis lanceolate
Lance —leaved coreopsis
10
Ponicim clandestinum
Deer Tongue
10
Andropogon gerardii
Big Bluestem
5
Sorgostrum nutons
indiongross
5
1: A SIMILAR MIXTURE CAN BE USED WITH APPROVAL BY ENGINEER,
2: THIS SEEDING PLAN ALSO APPLIES WITHIN RIPARIAN BUFFER ZONES
RIP RAP AT STREAM BANK
( Not to Scale)
10'min.
2'
Type of Liner= CL 1 & 2 Rip -Rap Mix
MAINTENANCE:
INSPECT PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY. SHOULD THE STONE COLLAPSE, BREAK, OR BECOME INEFFECTIVE, REPLACE
IT PROMPTLY, REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FUNCTION FOR
THE NEXT RAIN AND TO REDUCE PRESSURE. TAKE CARE TO AVOID UNDERMINING THE STREAM
BANK DURING CLEANOUT. REMOVE ALL PROTECTION MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRINGT THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
SOIL STABILIZATION SUMMARY SHEET
MATTING FOR EROSION CONTROL
CONST
SHEET N0.
LINE
FROM
STATION
TO
STATION
SIDE
ESTIMATE (SY)
EG-I
-�I-
10+25
10+75
KT
80
EG -2
-�2
10+25
10+75
LT
90
EG-2
-�2-
11+25
12+25
LT
170
EG-2
-�2-
12+25
12+75
KT
130
EG-2
-�2-
13+75
15+25
KT
300
EG-2
-�2-
15+75
16+25
LT
120
EG-2
-�2-
17+25
17+75
KT
170
EG -2
-�2-
22+75
23+25
KT
60
EG-3
-�2-
32+25
32+75
LT
170
EG-3
-[."3-
15+75
16+25
KT
90
EG-4
-["3-
23+75
24+75
KT
210
EG -5
-1.3-
36+75
39+25
KT
80
EG-5
-[."3-
39+75
40+25
KT
130
EG-5
- LA -
12+25
12+75
KT
80
EG -6
-1.4-
23+75
24+25
LT
80
EG -6
-�4-
23+75
24+25
KT
80
EG -6
-YI-
13+75
14+25
LT
120
5U
TOTAL
2,180
M15GE�1-ANE
U5 MA111N1a TD 6E INSTA
1•E0 A5 DI41"If
0 0Y THE
N&INEEK
450
1N15 INGI•UOES
0U1 15 Of I.IMIfEO
T D MATTING A
l• SCOPES AN
AREAS AKOUND
PIPE INLET/OU1�Ef5 1
W AU NOf
OVEKED by
KIP KAP ANO
WHEN MEA51,145 AKE 4M,909
TOTAL
2630
5AY
2700
PREPARED IN THE OFFICE OFo I,QR�/ PROJECTo
0 �lo,o o o-4/ �
�oa�pFESS/pN�°oq
INC LICENSE #F-0102 EROSION CONTROL =� SEAS DUNN CREEK GREENWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 — = NOT T O SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 DETAILS = 048986
aa This document, together with the concepts and designs presented herein, s n instrument of services is Klmley�))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 [�
shall be without liability to Kimley-Horn and Associates, Inc. ff . .. �Q Hog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 1111 im 113 11041 EC— 13

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
PREPARED IN THE OFFICE OFo ,Q�� PROJECTo
��\lR
o,0000O��'�
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NC LICENSE#F-0102 EROSION CONTROL = � � SEAL �_ DUNN CREEK GREENWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 - = NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 DETAILS = ogs9s6
This document, together with the concepts and designs presented herein, aa s n instrument of services is Klmley�))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper ��Fjj/��N��Q`�Q
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability to Kimley-Horn and Associates, Inc. ��Q Hog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iiiim 1 1104 I EC- 14

._.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
O
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SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working,
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division,
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken_
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevztions
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action_
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described In Item (c) above Is disposed of In a manner that does not cause deposition of sediment Into waters of the United States.
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
•
effect of the bypass.
Within 24 hours, an oral or electronic notification.
(d) Unanticipated
bypasses [40 CFR
.
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
'r FORTH CAROLINA
Environmental Quality
EFFECTIVE: 04/01/19
PREPARED IN THE OFFICE OFo ��i���iiiii PROJECTo
���llo,,000/oT���'�
�oaJp SS/pN_° oq
NCLICENSE#F-0102 EROSION CONTROL =� SEAL �� = DUNN CREEK GREENWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 = 3
RALEIGH, NORTH CAROLINA 27601 DETAILS PHASE
O48986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley,))Horn PHONE: [phone] °
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '/
shall be without liability to Kimley-Horn and Associates, Inca �<'� � �Q Hog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 iii 113 1104 I EC- 15

O
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DUNN CREEK GREENWAY, PHASE III WAYFINDING SIGNAGE SCHEDULE
jig—j-110-1 "M
S.A.1
R1 & EM1
DCG300
NEW R1 & EM1 (SINGLE PANEL) SHALL BE INSTALLED AT EXISTING 11 LOCATION. SIGN SHALL INCLUDE ONE EM1 PANEL. EXISTING 11 SHALL BE SALVAGED
AND REINSTALLED AT AILEY YOUNG PARK. EXACT INSTALLATION LOCATION SHAL BE DETERMINED BY THE TOWN OF WAKE FOREST.
S.A.2
W1
W8-10
STANDARD W8-10 GRAPHIC SHALL BE APPLIED TO W1 PANEL. CONTRACTOR TO INCLUDE STANDARD W8-10P PANEL.
S.A.3
D1
EXISTING D1 SHALL BE SALVAGED AND REINSTALLED. CONTRACTOR TO TOUCH-UP PAINT AS NECESSARY.
S.A.4
W1
W1-3L
STANDARD W1-3L GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.S
W1
W1-3L
STANDARD W1-3L GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.6
W1
W8-10
STANDARD W8-10 GRAPHIC SHALL BE APPLIED TO W1 PANEL. CONTRACTOR TO INCLUDE STANDARD W8-10P PANEL.
S.A.7
MM2
DUNN CREEK GREENWAY
1.25
DCG302
CONTRACTOR TO FIELD VERIFY MILEAGE.
S.A.8
EM1
DCG304
SIGN SHALL INCLUDE TWO EM1 PANELS ON A SINGLE POST. EM1 CODE ON PANELS SHALL MATCH.
S.A.9
R1 & EM1
S3.5, S3.7, S3.3, S3.14
DCG306
SIGN SHALL INCLUDE ONE EM1 PANEL.
S.A.10
G1 & G2
SIGN POST SHALL INCLUDE A BREAK -AWAY ANCHOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ANCHOR DESIGN FOR APPROVAL.
S.A.11
G1 & G2
SIGN POST SHALL INCLUDE A BREAK -AWAY ANCHOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ANCHOR DESIGN FOR APPROVAL.
S.A.13
MM2
DUNN CREEK GREENWAY
1.5
DCG308
CONTRACTOR TO FIELD VERIFY MILEAGE.
S.A.14
EM1
DCG310
SIGN SHALL INCLUDE TWO EM1 PANELS ON A SINGLE POST. EM1 CODE ON PANELS SHALL MATCH.
S.A.15
W1
W8-10
STANDARD W8-10 GRAPHIC SHALL BE APPLIED TO W1 PANEL.CONTRACTOR TO INCLUDE STANDARD W8-10P PANEL.
S.A.16
1 & EM1
DCG311
SIGN SHALL INCLUDE ONE EM1 PANEL.
S.A.17
W1
W1-5R
STANDARD W1-5R GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.18
G1
S.A.19
D1
AILEY YOUNG GREENWAY
DUNN CREEK GREENWAY
DUNN CREEK GREENWAY
BLADE WITH M1 MESSAGE SHALL BE POINTED WEST. BLADE WITH M2 MESSAGE SHALL BE POINTED SOUTH. BLADE WITH M3 MESSAGE SHALL BE
POINTED NORTH. DIRECTIONS ARE APPROXIMATE, BLADES SHALL ALIGN WITH DIRECTION OF APPROPRIATE GREENWAY.
S.A.20
W1
W1-5R
STANDARD W1-5R GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.21
W1
W1-5R
STANDARD W1-5R GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.22
EM1
DCG314
SIGN SHALL INCLUDE TWO EM1 PANELS ON A SINGLE POST. EM1 CODE ON PANELS SHALL MATCH.
S.A.23
W1
W1-2R
STANDARD W1-2R GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.24
W1
W7-5
STANDARD W7-5 GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.25
W1 & EM1
W1-2L
DCG316
STANDARD W1-2L GRAPHIC SHALL BE APPLIED TO W1 PANEL. SIGN SHALL INCLUDE TWO EM1 PANELS ON A SINGLE POST. EM1 CODE ON PANELS SHALL
MATCH.
S.A.26
G1
S.A.27
W1
W1-5L
STANDARD W1-5L GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.28
W1
W1-5R
STANDARD W1-5R GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.29
W1
W7-5
STANDARD W7-5 GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.30
R1 & EM1
S3.5, S3.7, S3.3, S3.14
DCG318
SIGN SHALL INCLUDE ONE EM1 PANEL.
S.A.31
D1
SEVENTH STREET SPUR
SEVENTH STREET SPUR
CARROLL STREET
BLADE WITH M1 MESSAGE SHALL BE POINTED WEST. BLADE WITH M2 MESSAGE SHALL BE POINTED EAST. BLADE WITH M3 MESSAGE SHALL BE POINTED
SOUTH. DIRECTIONS ARE APPROXIMATE, BLADES SHALL ALIGN WITH DIRECTION OF APPROPRIATE GREENWAY.
S.A.33
W1
W7-5
STANDARD W7-5 GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.34
E2
SEVENTH STREET SPUR
SEVENTH STREET
320 SEVENTH AVENUE
TOWN OF WAKE FOREST TO PROVIDE ADDRESS NUMBER (M3) PRIOR TO FABRICATION. CONTRACTOR TO ENSURE SIGN (AND ASSOCIATED FOOTING) IS
OUTSIDE OF THE EXISTING RIGHT-OF-WAY LIMITS AS SHOWN.
S.A.35
G1 & G2
SIGN POST SHALL INCLUDE A BREAK -AWAY ANCHOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ANCHOR DESIGN FOR APPROVAL.
S.A.36
D1
AILEY YOUNG GREENWAY
AILEY YOUNG GREENWAY
SEVENTH STREET SPUR
BLADE WITH M1 MESSAGE SHALL BE POINTED SOUTH. BLADE WITH M2 MESSAGE SHALL BE POINTED NORTH. BLADE WITH M3 MESSAGE SHALL BE
POINTED WEST. DIRECTIONS ARE APPROXIMATE, BLADES SHALL ALIGN WITH DIRECTION OF APPROPRIATE GREENWAY.
S.A.37
W1 & EM1
W7-5
DCG320
STANDARD W7-5 GRAPHIC SHALL BE APPLIED TO W1 PANEL. SIGN SHALL INCLUDE TWO EM1 PANELS ON A SINGLE POST. EM1 CODE ON PANELS SHALL
MATCH.
S.A.38
W1
W7-5
STANDARD W7-5 GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.39
R1 & EM1
S3.5, S3.7, S3.3, S3.14
DCG322
SIGN SHALL INCLUDE ONE EM1 PANEL.
S.A.40
D1
AILEY YOUNG GREENWAY
AILEY YOUNG PARK
BLADE WITH M1 MESSAGE SHALL BE POINTED SOUTH. BLADE WITH M2 MESSAGE SHALL BE POINTED EAST. DIRECTIONS ARE APPROXIMATE, BLADES
SHALL ALIGN WITH DIRECTION OF APPROPRIATE GREENWAY.
S.A.41
G1 & G2
SIGN POST SHALL INCLUDE A BREAK -AWAY ANCHOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ANCHOR DESIGN FOR APPROVAL.
S.A.42
W1
W8-10p
STANDARD W8-10p GRAPHIC SHALL BE APPLIED TO W1 PANEL. CONTRACTOR TO INCLUDE STANDARD W8-10P PANEL.
S.A.43
MM2
DUNN CREEK GREENWAY
1.75
DCG324
CONTRACTOR TO FIELD VERIFY MILEAGE.
S.A.44
W1
W1-5L
STANDARD W1-5L GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.45
EM1
DCG326
SIGN SHALL INCLUDE TWO EM1 PANELS ON A SINGLE POST. EM1 CODE ON PANELS SHALL MATCH.
S.A.46
W1
W7-5
STANDARD W7-5 GRAPHIC SHALL BE APPLIED TO W1 PANEL.
S.A.47
W1
W12-12
STANDARD W12-12 GRAPHIC SHALL BE APPLIED TO W1 PANEL. CONTRACTOR TO VERIFY CLEARANCE PRIOR TO SIGN FABRICATION.
S.A.48
R1 & EM1
S3.5, S3.7, S3.3, S3.14
DCG328
SIGN SHALL INCLUDE ONE EM1 PANEL.
S.A.49
131
WILDFLOWER RIDGE ROAD
S.A.50
D1
DUNN CREEK GREENWAY
DUNN CREEK GREENWAY
WILDFLOWER RIDGE ROAD
BLADE WITH M1 MESSAGE SHALL BE POINTED WEST. BLADE WITH M2 MESSAGE SHALL BE POINTED EAST. BLADE WITH M3 MESSAGE SHALL BE POINTED
NORTH. DIRECTIONS ARE APPROXIMATE, BLADES SHALL ALIGN WITH DIRECTION OF APPROPRIATE GREENWAY.
S.A.51
E2
DUNN CREEK GREENWAY
WILDFLOWER RIDGE ROAD
1006 WILDFLOWER RIDGE ROAD
TOWN OF WAKE FOREST TO PROVIDE ADDRESS NUMBER (M3) PRIOR TO FABRICATION. CONTRACTOR TO ENSURE SIGN (AND ASSOCIATED FOOTING) IS
OUTSIDE OF THE EXISTING RIGHT-OF-WAY LIMITS AS SHOWN.
S.A.52
131
WILDFLOWER RIDGE ROAD
S.A.53
I W1
I
I
I
I W12-12
ISTANDARD W12-12 GRAPHIC SHALL BE APPLIED TO W1 PANEL. CONTRACTOR TO VERIFY CLEARANCE PRIOR TO SIGN FABRICATION.
NOTES:
1. Contractor to submit shop drawings of each individual sign with intended message for approval prior to ordering and fabrication. Shop drawings shall be submitted prior to starting fabrication.
2. Refer to Wake Forest Parks & Greenways Wayfinding Workbook - 2020, for sign configuration and installation details.
PREPARED IN THE OFFICE OFo
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°a�oFEssi°N��q DUNN CREEK GREENWAY
NC LICENSE #F_D1D2 PAVEMENT MARKING AND = SEAL = PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLEST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 SIGNING PLANS 048986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))Hor PHONE:[phone] �° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper�Q 2 0 4
reliance on this document without written authorization nd adoption by Kimley-Horn nd Associates, Inc. 2023 '� ��
aaC
shall be without liability to Kimley-Horn and Associates, Inc.<'� VQ JOB NUMBER° SHEET NUMBER°
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WAYFINDING SIGNAGE
SYMBOL LEGEND
SYMBOL
DESCRIPTION
L■7�
ENTRANCE SIGN (E2)
TWO -POST SIGN
• RULES & REGULATIONS (R1)
• INFORMATION (11)
T
SINGLE -POST SIGN (ONE-SIDED)
• WARNING SIGN (W1)
• STOP SIGN (G1)
SINGLE -POST SIGN (TWO-SIDED)
• WARNING SIGN (W1)
• EMERGENCY SIGN (Ell
• STOP & NO MOTOR VEHICLES SIGN (G1 & G2)
BANNER SIGN (131)
DIRECTIONAL SIGN (D1)
O
P
Ln
02
61,
500 R FL OOD
O �
100-YR FLOOD
S
��2 00-YR FLOOD
DUNN CREEK
s
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aU
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� —\rB\
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RIP P
18" PVC _ —ti--
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819
►9
819
SS PROPOSED PERMANENT
30' CITY OF RALEIGN
EASEMENT
BM 2013, PG.1328WL — —
00 R Fy00D
S 34° 52' 39.00' W 415.93'
SIGNING
1.
AND PAVEMENT MARKING NOTES:
ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC EXCEPT ON GREENWAY
PAVEMENT MARKING LINES & SYMBOLS
2.
AS NOTED ON PLANS.
CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS.
T1 - THERMOPLASTIC (4" WHITE, 90 MILS) WHITE EDGELINE
T2 -
THERMOPLASTIC
(4" WHITE, 90 MILS) WHITE SOLID LANE LINE
3.
CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT
T4 -
THERMOPLASTIC
(4" WHITE, 90 MILS) 3' - 9' /SP WHITE MINISKIP
WITH PROPOSED.
T11
- THERMOPLASTIC
(4"YELLOW, 90 MILS) SINGLE CENTER LINE
4.
DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED.
T13
- THERMOPLASTIC
YELLOW, 90 MILS) DOUBLE CENTER LINE
5.
RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE
(4"
DIRECTED BY TOWN.
T41
- THERMOPLASTIC
(8" WHITE, 90 MILS) WHITE DIAGONAL
6.
ADJUST SIGNS TO ENSURE NEW/EXISTING POLES, LIGHTS, TREES, AND
T42
- THERMOPLASTIC
(8" YELLOW, 90 MILS) YELLOW DIAGONAL LINE
SIDEWALK AMENITIES DO NOT CONFLICT WITH POST OR VISIBILITY OF SIGN.
T62
- THERMOPLASTIC
(24" WHITE, 90 MILS) HI VISIBILITY CROSSWALK
PAY
ITEM NOTES (SIGNING):
T70
- THERMOPLASTIC
LEFT TURN ARROW (90 MILS)
A.
REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST.
T90
- THERMOPLASTIC
BICYCLE SYMBOL (90 MILS) (HEAT -IN -PLACE)
B.
ERECT EXISTING SIGN ON STEEL "U" CHANNEL POST.
T100
- THERMOPLASTIC ALPHANUMERIC CHARACTER (90 MILS)
C.
REMOVE AND STOCKPILE EXISTING SIGN(S).
T103
- THERMOPLASTIC 24" YIELD LINE TRIANGLE SYMBOL (90 MILS)
D.
ERECT NEW SIGN ON DECORATIVE POST PER TOWN
PREPARED IN THE OFFICE OFo
HORIZ PROJECTo
� , CARp�
0 o°00000 - zo 0 40
DUNN CREEK GREENWAY
NC LICENSE 2 PAVEMENT MARKING AND SEAL PHASE 3
REV. No.: REvisioNe UaTEe DRAWN BYe CHECKED BY: 421 FAYETTEVILLE VILLE ST., SUITE 600 - -
RALEIGN, NORTH CAROLINA 27601 SIGNING PLANS 048986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services isM ))Horn PHONE: [phone] °° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '� ��
shall be without liability to Kimley-Horn and Associates, Inca �<-8 ° °�Q Jog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 1111 1w\\O 113 1104 I P$-

500-YR FLOOD
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30, CITY OF RALEIGN s T11
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NOW OR FORMERLY
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BM 1994 PG 1298
PIN" 1840996332
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WAYFINDING SIGNAGE
SYMBOL LEGEND
SYMBOL
DESCRIPTION
ENTRANCE SIGN (E2)
TWO -POST SIGN
• RULES & REGULATIONS (Il
• INFORMATION (11)
r
SINGLE -POST SIGN (ONE-SIDED)
• WARNING SIGN (W1)
• STOP SIGN (G1)
=
SINGLE -POST SIGN (TWO-SIDED)
• WARNING SIGN (W1)
• EMERGENCY SIGN (EM1)
• STOP & NO MOTOR VEHICLES SIGN (G1 & G2)
BANNER SIGN (131)
DIRECTIONAL SIGN (D1)
N
18.1
1*1
DB 2491. PG. 478
8" VCP 20 N�
PROPOSED PERMANENT
30' CITY OF RALEIGH
EASEMENT
BM 2013. PG.1329
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S.A.15J
W8-10p W8-10
12" X 9" 18" X 18"
-L2- STA 22 + 00 RT
�
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m
o ° Wl-5R
oa o0 18 X 18
-L - STA 2 3 + 40 RT
.B�TB r.r1
T] S.A.42 `T�Tg
EXISTING 30' TONF
SEWER ENT
S.A. 17 SANITARY BM 998. PG 1730- 731
PREPARED IN THE OFFICE OFo
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\ C ARp�
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;moo°JoFEssioN��q ; DUNN CREEK GREENWAY
NC LICENSE #F_D1D2 PAVEMENT MARKING AND = SEAL °° = PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 SIGNING PLANS 048986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services isM H or PHONE:[phone] °° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023
shall be without liability t0 Kimley-Horn and Associates, Inca ��� �JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 ° ii lw\113 1104 I P$-2

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SYMBOL LEGEND
SYMBOL I DESCRIPTION
ENTRANCE SIGN (E2)
TWO -POST SIGN
• RULES & REGULATIONS (R1)
• INFORMATION (11)
T SINGLE -POST SIGN (ONE-SIDED)
• WARNING SIGN (W1)
• STOP SIGN (G1)
SINGLE -POST SIGN (TWO-SIDED)
• WARNING SIGN (W1)
• EMERGENCY SIGN (EM1)
• STOP & NO MOTOR VEHICLES SIGN (G1 & G2)
BANNER SIGN (131)
DIRECTIONAL SIGN (D1)
500-YR FLOOD
00 91
/ /
si�91�s>/ re
�TB
D / cs
O
rn �`
—11-3— STA 15 + 10 RT
WI-5R
a
el ` 18" X 18"
`TB �T81 m�
m
� m �
�~ 91
91-
-T9
rn 3 SDD�YR F�-Do �
100-YR FLOOD
rn SEDIMENT
rn POND
A
NJ
C Q
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64
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8 .
S.A.22
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°aJoFEssi°N��q DUNN CREEK GREENWAY
NC LICENSE #F_D1D2 PAVEMENT MARKING AND = SEAL = PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLEST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 SIGNING PLANS 048986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley)))Hor PHONE:[phone] �° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '�
shall be without liability t0 Kimley-Horn and Associates, Inca ��� �JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 ii lw\113 1104 I P$-3
DR

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WAYFINDING SIGNAGE
SYMBOL LEGEND
SYMBOL
DESCRIPTION
ENTRANCE SIGN (E2)
q
TWO -POST SIGN
• RULES & REGULATIONS (R1)
• INFORMATION (11)
r
SINGLE -POST SIGN (ONE-SIDED)
• WARNING SIGN (W1)
• STOP SIGN (G1)
=
SINGLE -POST SIGN (TWO-SIDED)
• WARNING SIGN (W1)
• EMERGENCY SIGN (El
• STOP & NO MOTOR VEHICLES SIGN (G1 & G2)
BANNER SIGN (131)
DIRECTIONAL SIGN (D1)
gl N N
m-
Tg � W
Tg
�y
L ' `81
-11-3- STA 23 + 75 LT
W 7-5
r 18" X 18"
91 �
W •• 1 1 ��cC/__.i1
o MATCHLINE -L4- STA 23+80
(SEE SHEET PS -6)
�Te - 24+25 RT -
Tg��TB_�RBI-1 T A.27 18 '�f
SA36
18" X 18"
T
-L4- STA 23 + 89
�Q S.A.26
I X
x I
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81 81 UTILITY EASEMENT
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TB \ �'
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W1-2 R
18" x 18"
-11-3- STA 22 + 50 RT
S 0" g' 41.00• -1 4i5A4-
S.A. W1-211-
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A 18" X 18"
Y -11_3- STA 24 + 60 LT
78
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/ ►- k-
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k-
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k S.A.37
m
k- k- 1.1_3- STA 3 3 + 2 0 LT
I m W7-5
I k k 1 18" x 18"
k- IF m
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TB
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NC LICENSE VILLE 2 PAVEMENT MARKING AND = SEAL = PHASE 3
REV. No.: REvisioNe UaTEe DRAWN Bve CHECKED BY: >>>
421 FAYETTEVILLE ST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 SIGNING PLANS 048986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services isM PHONE:[phone] �° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '� ��
shall be without liability to Kimley-Horn and Associates, Inca �<'� D �Q JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 111n 'w\\113 I IO4 I P$-4
AS

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r
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SYMBOL LEGEND
SYMBOL DESCRIPTION
[■]I� ENTRANCE SIGN (E2)
TWO -POST SIGN
• RULES & REGULATIONS (Il
• INFORMATION (11)
T SINGLE -POST SIGN (ONE-SIDED)
• WARNING SIGN (W1)
• STOP SIGN (G1)
SINGLE -POST SIGN (TWO-SIDED)
• WARNING SIGN (W1)
• EMERGENCY SIGN (Ell
• STOP & NO MOTOR VEHICLES SIGN (G1 & G2)
BANNER SIGN (131)
DIRECTIONAL SIGN (Il
-I STA 10 + 2 0 LT
/ \ APPROXIMATE
INVERT = 384.6
O
3l �
\ / APPROXIMATE
INVERT = 385.6
0
Rl-1
J18" X 18"
S_A_34_ CONTRACTOR TO ENSURE SIGN
6
RULES -L3- STA 41 + 90 RT
S.A.38 AND
REGULATIONS-1
W
O O U
t�0
—1
g LU S.A.40 -
�■ 24" X 18"
S.A.39
S.A.41-
-L3- STA 41 + 92 RT IS
W11-15P JNI-X
I 24" X 18" 1dai
I L_ Wll-15 �Y I 30" X 30J J
o� cb
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18" X 18"
IA
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IL3II -
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0 1
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LOCATION OF
EXISTING CURB RAMP
T1 I SEE NOTE C
I . -
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T10 I �0 J
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1
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124'
WII-15 ** NOTES: 1) PLACE ADVANCE WARNING SIGNS (Wll-15,
30" X 30" Wll-15P, AND W16-9P)180'NORTH OF
CROSSWALK ALONG E. JUNIPER AVE.
W11-15P 2) PLACE BYICYLCE SYMBOL, HEATED IN
24" X 18" PLACE (T90) 25' NORTH OF THE ALPHANUMERIC
CHAR. (T100) ALONG E. JUNIPER AVE.
W16-9P X 12"
Wl1-15
30" X 30"
-L3-
STA 42 + 03 RT
TRAIL
W11-15P
X-ING
24" X 18"
T4
HE� HERE Rl-5
�/ All 18" X 18„
1 V
• -L3- STA 42 + 03 RT
I
I�Wll-15
30" X 30"
W11-15P
TRAIL
24" X 18"
X-ING 1
W16-9P
AHEAD 1
24" X 12"
is
PREPARED IN THE OFFICE OFo
/ HORIZ PROJECTo
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oFEssi°N��q DUNN CREEK GREENWAY
I LICENSE #F-0102 PAVEMENT MARKING AND = SEAL = PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 =
RHONE: ,NORTH 2000 NA 27601 SIGNING PLANS 048986 CRT
This document, together with the concepts and designs presented herein, as an instrument of services is Horn PHONE:[phone] �° � VLRI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '� ��
shall be without liability to Kimley-Horn and Associates, Inc.<'� D�Q Cog NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 111n 'w\\� 113 1104 I PS-5

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SYMBOL LEGEND
SYMBOL DESCRIPTION
ENTRANCE SIGN (E2)
TWO -POST SIGN /
• RULES & REGULATIONS (R1 X�'e
• INFORMATION (11) / �
T SINGLE -POST SIGN (ONE-SIDED)
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• WARNING SIGN (W1)
• STOP SIGN (G1)
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PREPARED IN THE OFFICE OFo
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DUNN CREEK GREENWAY
NC LICENSE #F_0102 PAVEMENT MARKING AND = SEAL °° = PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 =
RALEIGH, NORTH CAROLINA 27601 SIGNING PLANS O48986 CpT
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley)))Horn PHONE: [phone] VERI
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. C 2023 '/
shall be without liability to Kimley-Horn and Associates, Inc. �<'8 ° �Q COB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2023 111mii D. 113 1104 I PS-6
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Downtown
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BEGIN
WATERLINE
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VICINITY MAP
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END
WATERLINE
SURVEYS PROVIDED BY:
VANESSE HANGEN BRUSTLIN, Inc. (VHB)
SUE LEVEL "B" BY:
GEL ENGINEERING OF NC, INC.
GEOTECHNICAL INVESTIGATIONS BY:
FALCON ENGINEERING, Inc.
INDEX OF UTILITY SHEETS
SHEET NO.
DESCRIPTION
UC-1
TITLE SHEET
UC-2
UTILITY NOTES
UC-3
UTILITY SYMBOLS
UC-3A
UTILITY CONNECTIONS AND DETAILS
UC-3B THRU UC-3D
MISCELLANEOUS STANDARD DETAILS
UC-4 THRU UC-6
UTILITY PLAN AND PROFILE
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF
WATER, SEWER, AND/OR REUSE AS APPROVED IN THESE PLANS, IS
RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT
[phone], AND THE PUBLIC UTILITIES DEPARTMENT AT (919)
996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF
THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING
CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES,
AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT
INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE,
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY
OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE
EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH.
OWNER HEREBY CERTIFIES AND AGRESS TO TAKE SUCH ACTION AS MAY BE REQUIRED BY
THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS, OMISSIONS, OR NON-COMPLIANCE
WITH TOWN STANDARDS AND/OR CONDITIONS DESCRIBED IN THE CONSTRUCTION PLAT,
INCLUDING RE -SUBMISSION OR RE -EXECUTION OF THIS CONSTRUCTION PLAT WITH THE
APPROPRIATE CORRECTIONS AND/OR REVISIONS.
OWNER DATE
DUNN
CREEK GREENWAY -PHASE III
UTILITY CONSTRUCTION
APPROXIMATELY 800
LF
OF 12"
WATERLINE RELOCATION FROM VICINITY OF WAIT
AVENUE
CROSSING
OF
DUNN
CREEK
TOWARDS
TRADITIONS
GRANDE
BLVD
FINAL UTILITY CONSTRUCTION
EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ENGINEER
FOR THE TOWN OF WAKE FOREST IN NO WAY LIMITS THE
RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD WITH
REGARD TO COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL
STANDARDS AND/OR CONDITIONS.
PLANS
PREPARED IN THE OFFICE OFe
PROJECT REFERENCE NO.
SHEET NO.
DUNN CREEK GREENWAY ///
UC-1
TOWN of
WAKE FOREST
Kimley ))Horn
U0E;UMtNT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, AND HANDICAP
RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
TOWN STANDARDS. THESE FACILITES HAVE BEEN APPROVED BY THE TOWN
OF WAKE FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE IS
APPROVED BY THE TOWN OF WAKE FOREST.
NC LICENSE #F-0102
300 WEST MORGAN STREET, SUITE 1500
DURHAM, NORTH CAROLINA 27701
PHONE: [phone]
©2020
GRAPHIC SCALE
PROFILE (VERTICAL)
lN&fbr &W 8efrlsr P01%& & aoolf;abral
The City of Raleigh consents to the connection and extension of
the Citys Public Sewer System as shown on this plan. The material
and Construction methods used for this project Shall conform to
the standards and specifications of the Citys Public Utilities
Handbook City of Raleigh Public Unities Deportment Permit B
The City of Raleigh consents to the connection and extension of
the City's Public water System as shown on this plan. The material
and Construction methods used for this project shall conform to
the standards and specifications of the Citys Public Utilities
Handbook City of Raleigh Public Unities Deportment Permit
The City of Raleigh consents to the connection and extension of
the private sewer collection system as shown on this plan. The
material and Construction methods used for this project shall
conform to the standards and specifications of the Cilys Public
Utilities Handbook
City of Raleigh Public Utilities Deportment Permit Ip
CRY OF RALEbH - PLANS AUTHOFOO FOR CONSiHUCTM
Plans for the proposed use have been reviewed for general
compliance with applicable codes, This limited review, and
authorization for construction is not to be considered to
represent total compliance with all legal requirements for
development and construction. The property owner, design
consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal lows.
This specific authorization below is not a permit, nor shall
it be construed to permit any violation of City, State or
Federal Low, All Construction must be in accordance with
all Local, State, and Federal Rules and Regulations.
Electronic Approval: This approval is being issued
electronically, This approval is valid only upon the signature
of a City of Raleigh Review Officer below. The City will
retain a copy of the approved plans. Any work authorized
by this approval must proceed in accordance with the
plans kept on file with the City, This electronic approval
may not be edited once issued, Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
City of Raleigh Review Officer

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PROPOSED WATER SYMBOLS
Water Line (Sized as Shown) -----------------------------
1 11/4 Degree Bend ----------------------------------------------------- +•+
22%2 Degree Bend ----------------------------------------------------- +srl
45 Degree Bend----------------------------------------------------------
+OX
90 Degree Bend----------------------------------------------------------
+t
Plug---------------------------------------------------------------------------------
Tee------------------------------------------------------------------------------------
-
Cross-------------------------------------------------------------------------------
+
Reducer---------------------------------------------------------------------------
►.
GateValve--------------------------------------------------------------------
GV
H
Butterfly Valve -------------------------------------------------------
BV
H
TappingValve------------------------------------------------------------
TGV
H
LS
LineStop ----------------------------------------------------------------------
LS/BP
Line Stop with Bypass -------------------------------------------
BlowOff-------------------------------------------------------------------------
B0
■
FireHydrant---------------------------------------------------------------
PFH
t
Relocate Fire Hydrant -------------------------------------------
14W
Remove Fire Hydrant----------------------------------------------
REM FH
PWM
WaterMeter --------------------------------------------------------------
RWM
Relocate Water Meter ---------------------------------------------
Remove Water Meter ------------------------------------------------- REM WM
-
Water Pump Station ------------------------------------------------- P W
RPZ Backflow
Preventer ----------------------------------------
PRPZ
DCV Backflow
Preventer ----------------------------------------
PBFP
Relocate RPZ
Backflow Preventer--------------------
RRPZ
Relocate DCV
Backflow Preventer--------------------
RBFP
UTILITIES PLAN SHEET SYMBOLS
PROPOSED MISCELLANOUS UTILITIES SYMBOLS
12" WL Power Pole------------------------------------------------------------------- b Thrust Block
PROPOSED SEWER SYMBOLS
Gravity Sewer Line -------------------------------------------------
(Sized as Shown)
Force Main Sewer Line
------------------------------------------
(Sized as Shown)
Manhole
(Sized per Note)
Sewer Pump Station -------------------------------------------------
12" SS
12" FSS
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2020
TelephonePole---------------------------------------------------------- -0-
JointUse Pole---------------------------------------------------------- _&
TEL PED
Telephone Pedestal ------------------------------------------------- O
Utility Line by Others
---------------------------------------- PROP 0/H POW LINES
(Type as Shown)
Trench 1 e s s Installation ------------------------------------- 12" TL INSTALL
Encasement by Open Cut 24" ENCAS BY OC
Encasement-------------------------------------------------------------------
24" ENCASEMENT
PowerPole-------------------------------------------------------------------- i
TelephonePole -----------------------------------------------------------
JointUse Pole-----------------------------------------------------------
UtilityPole---------------------------------------------------------------- •
Utility Pole with Base ---------------------------------------- o
AirRelease Valve ....................................................AIR
UtilityVault ------------------------------------------------------------
CP
Concrete Pier------------------------------------------------------------- ■
sp
SteelPier---------------------------------------------------------------- Li
EXISTING UTILITIES SYMBOLS
H- Frame Pole--------------------------------------------------------------- *--•
Power Transmission Line Tower -------------------------
Manhole-------------------------------------------------------------
PowerManhole------------------------------------------------------------ o
Telephone Manhole --------------------------------------------------- o
Sanitary Sewer Manhole ---------------------------------------- o
Hand Hole for Cable ---------------------------------------------- Ea
-
Power Transformer---------------------------------------------------- 2
Telephone Pedestal ------------------------------------------------- o
CATV Pedestal ------------------------------------------------------------ El
-
GasValve---------------------------------------------------------------------- p
GasMeter ---------------------------------------------------------------------- 0
Located Miscellaneous Utility Object -------- o
Abandoned According to Utility Records --- AATUR
End of Information ------------------------------------------------- E.O.I.
PREPARED IN THE OFFICE OFo
Kimley ))Horn
*Underground Power Line -----------------------------------------
*Underground Telephone Cable ----------------------------
*Underground Telephone Conduit -------------------------
*Underground Fiber Optics Telephone Cable
*Underground TV Cable ---------------------------------------------
* Underground Fiber Optics TV Cable ---------------
* Underground Gas Pipeline ------------------------------------
Aboveground Gas Pipeline ------------------------------------
*Underground Water Line ----------------------------------------
Aboveground Water Line ---------------------------------------
*Underground Gravity Sanitary Sewer Line -
Aboveground Gravity Sanitary Sewer Line—
*Underground SS Forced Main Line --------------------
Underground Unknown Utility Line ----------------
SUETest Hole------------------------------------------------------------- Qb
WaterMeter------------------------------------------------------------------ o
WaterValve----------------------------------------------------------------- e
FireHydrant--------------------------------------------------------------- -0
Sanitary Sewer Cleanout-------------------------------------- o
- P
- T
-TC-
-T FO-
-TV-
-TV FO-
A/G Gas
W
A/G Water
SS
A/G Sanitary Sewer
FSS-
?UTL
For Existing Utilities
Utility Line Drawn from Record ---------------------- W
(Type as Shown)
Designated Utility Line - - - -W- - - - -
-------------------------------------- - -
(Type as Shown)
PROJECTo
ND U N N CREEK G R E E NWAY
C LICENSE #F-0102
INCOMPLETE PLANS PHASE 3
300 WEST MORGAN STREET, SUITE 1500 00 N0r UM MR air ,►cnu0ttrwN
DURHAM, NORTH CAROLINA 27701 UTILITY SYMBOLS PRELIMINARY PLANS NOT TO SCALE
PHONE: [phone] Nor UM FOR COMMUCrwN
©2020
JOB NUMBER° SHEET NUMBER°
SEAL 0 1 13 1 104 1 UC-3

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GENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND
ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT ITS
EXPENSE, UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED AT THE
PRECONSTRUCTION CONFERENCE.
2. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT OF
THE OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE
UNACCEPTABLE.
3. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO CURRENT CITY OF RALEIGH
REGULATIONS, STANDARDS, AND SPECIFICATIONS.
4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT (CORPUD).
5. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER
OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
6. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD 83).
7. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL AND
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND TO
TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER
HAS ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THE PLANS;
HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE
ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES
SHOWN OR NOT SHOWN. PRIOR TO DIGGING ON AND OFF SITE, THE CONTRACTOR SHALL HAVE
ALL UTILITIES LOCATED BY "NC 811" 1-800-632-4949. THE CONTRACTOR SHALL CONTACT
ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT LOCATED BY "NC 811" FOR EXACT
LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ANY AND ALL
DAMAGE MADE TO UTILITIES BY THE CONTRACTOR TO PRECONSTRUCTION CONDITION OR
BETTER AT THE CONTRACTOR'S EXPENSE.
8. LOCATION OF BURIED TELECOMMUNICATIONS CABLES (FIBER OPTIC AND CONVENTIONAL)
ARE KNOWN TO VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE
WORK WITH CONFLICTING TELEPHONE AND CATV CABLES AS NECESSARY FOR INSTALLATION
OF THE PROPOSED UTILITIES. UTILITY COORDINATION SHALL BE INCLUDED IN THE
PROJECT SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO EN
SURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY RELOCATION. THE
CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION.
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD
CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE
CONTRACT DOCUMENTS.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS
ANY SUPPORT OF EXISTING UTILITY POLES OR OTHER ITEMS AS REQUIRED FOR
EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR.
11.THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE
ROADWAYS AND AS REQUIRED BY THE TOWN OF WAKE FOREST ALONG TOWN STREETS.
12.UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG
THE PROPOSED UTILITY CENTERLINE.
13.THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH
EXCAVATION LIMITS" AS SHOWN ON THE DETAIL DRAWINGS.
14.OWNERS WILL FURNISH DESCRIPTION OF EASEMENTS UPON REQUEST.
15.ALL PAVEMENT CUTS SHALL BE SAW CUT OR MILLED ALONG A STRAIGHT EDGE.
16.TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE
FIRST EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL
WIDTH. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING.
17.THE CONTRACTOR SHALL REMOVE ALL EXISTING FENCE WITHIN THE EASEMENT AS
REQUIRED FOR PIPE INSTALLATION.
18 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE
INSTALLATION OF THE UTILITY, ALL EXCAVATIONS SHALL BE KEPT WITHIN THE
DESIGNATED EASEMENT WIDTHS. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A
MINIMUM. SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING FACILITIES.
19.PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE
DIAMETER AND SHALL HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED BETWEEN
THE SOIL AND STONE.
20.CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE TO THE OWNER, THE TOWN OF WAKE FOREST, AND THE PUBLIC. THE
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES,
SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
20.ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT
THE WORK, SUCH AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE AT A STATE APPROVED
DISPOSAL SITE.
21.IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL RECORD DIGITAL VIDEO
ALONG PROPOSED UTILITY ALIGNMENTS TO DOCUMENT PRECONSTRUCTION CONDITION OF
DRIVEWAYS, SIDEWALKS, STRUCTURES, HANDSCAPING, LANDSCAPING, ETC. EACH SHALL BE
RESTORED TO ITS PRECONSTRUCTION CONDITION OR BETTER. VIDEO SHALL BE SUBMITTED
TO CORPUD PRIOR TO WORK.
22.CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT ALL TIMES.
23.WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS
NECESSARY AND AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT
INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT ENCROACHMENT.
24.THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING STAKE OUT
SHALL NOT BE USED BY THE CONTRACTOR.
25.CONTRACTOR SHALL NOTIFY HOME OWNERS AT LEAST 7 DAYS PRIOR TO CONSTRUCTION
THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA.
26.CONTRACTOR SHALL REMOVE AND REPLACE ALL CONFLICTING MAIL BOXES, CULVERTS,
HEADWALL, ORNAMENTAL STRUCTURES, ETC. WITHIN THE RIGHT OF WAY OR EASEMENT.
CONFLICTING TREES WITHIN THE RIGHT OF WAY OR PERMANENT UTILITY EASEMENT SHALL
BE REMOVED AND NOT REPLANTED.
27.EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSTALLED ACCORDING TO
NORTH CAROLINA SEDIMENT AND EROSION CONTROL STANDARDS AND AS DIRECTED BY THE
ENGINEER. ALL DEVICES SHALL BE MAINTAINED SUCH THAT THEY FUNCTION AS INTENDED.
AFTER COMPLETION OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL EROSION CONTROL
DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN ESTABLISHED AND EROSION IS NO
LONGER EVIDENT. REMOVAL OF THE REMAINDER OF THE EROSION CONTROL DEVICES SHALL
OCCUR AS OTHER AREAS ARE ESTABLISHED. REMOVAL OF THE EROSION CONTROL DEVICES
SHALL BE PERMITTED ONLY WITH THE PRIOR APPROVAL OF THE ENGINEER.
28.ALL SLOPES SHALL BE 3:1 OR FLATTER, UNLESS OTHERWISE SHOWN.
29.ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL
BE SEEDED, MULCHED, AND RESTORED IN ACCORDANCE WITH NORTH CAROLINA SEDIMENT AND
EROSION CONTROL STANDARDS.
30.EXISTING VEGETATION OUTSIDE OF THE LIMITS OF DISTURBANCE AND CLEARING
LIMITS TO REMAIN SHALL BE PROTECTED FROM DAMAGE.
31.ALL CONSTRUCTION ACTIVITY SHALL BE LIMITED TO STREET RIGHTS -OF -WAY AND
OBTAINED EASEMENTS.
32.ANY AREAS THE CONTRACTOR UTILIZES FOR STOCKPILING SHALL HAVE ADEQUATE
EROSION CONTROL MEASURES INSTALLED PER THE NORTH CAROLINA SEDIMENT AND EROSION
CONTROL HANDBOOK.
33.LANE AND SHOULDER CLOSURES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
THE ROADWAY OWNER.
34.TRENCHES SHALL BE CLOSED AT THE END OF THE WORK DAY.
35.CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES BY THE END OF EACH
WEEK. TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED DAILY AND MAINTAINED UNTIL
PAVEMENT PATCH IS PROVIDED.
36.DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE
HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.
37.A LAYER OF SAND, SCREENINGS, OR FINES SHALL BE DEPOSITED ON IMPERVIOUS
SURFACES PRIOR TO THE DEPOSITION OF EXCAVATED MATERIAL TO FACILITATE CLEAN UP.
THE STREET SHALL BE WET-BROOMED A MINIMUM OF ONCE DAILY AND AS NECESSARY TO
REMOVE DIRT AND MINIMIZE DUST.
38.ALL DEWATERING DISCHARGE SHALL BE FILTERED THROUGH SILT BAGS AND/OR OTHER
APPROVED EROSION CONTROL MEASURES.
39.ALL PAVEMENT CUTS SHALL BE SAWCUT ALONG A CONTINUOUS STRAIGHT LINE AND
REPAVED PER THE DETAILS. DECORATIVE CONCRETE SHALL BE CUT TO THE NEAREST JOINT.
40.THE CONTRACTOR SHALL COORDINATE WITH ALL PROPERTY OWNERS PRIOR TO WATER AND
SEWER SERVICE SWITCH OVERS. THE FIRE DEPARTMENT SHALL BE NOTIFIED PRIOR TO ANY
FIRELINE RECONNECTIONS.
41.EXISTING WATERLINES TO BE ABANDONED SHALL BE COMPLETELY FILLED WITH
FLOWABLE FILL PER THE SPECIFICATIONS AND CORPUD REQUIREMENTS. EXISTING SEWER
MANHOLES TO BE ABANDONED SHALL BE BROKE DOWN A MINIMUM OF 3-FEET BELOW FINISHED
GRADE AND FILLED. EXISTING SEWER LINES TO BE ABANDONED SHALL BE PLUGGED AT
EACH MANHOLE.
42.CONTRACTOR SHALL KEEP EXISTING WATERLINES ACTIVE AND IN SERVICE UNTIL ALL
SERVICES HAVE BEEN SWITCHED OVER TO THE PROPOSED WATERLINE. CONSTRUCTION
PHASING SHALL BE COORDINATED TO ALLOW FOR THE NEW WATERLINE TO BE INSTALLED AND
NEW SERVICES ACTIVATED PRIOR TO ABANDONMENT OF THE EXISTING WATERLINE. ALL
EFFORTS AND MATERIALS REQUIRED SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
43.PROPOSED WATERLINES SHALL BE RESTRAINED WITH THRUST BLOCKING PER THE
DETAILS. UNDER NO CIRCUMSTANCES SHOULD A BEARING FORCE OF LESS THAN 4,000
LBS/SF BE USED. ANY ALTERNATIVE MEANS AND METHODS OF PIPE RESTRAINT SHALL BE
SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. NO ADDITIONAL PAYMENT WILL BE
MADE FOR RESTRAINED JOINT PIPING OR THRUST BLOCKING.
44.ALL WATER/SEWER ADJUSTMENTS (VALVE, MANHOLE, METERS, ETC.) SHALL BE
COMPLETED FOLLOWING ANY CHANGES IN ELEVATION DUE TO GRADING, PAVING, ETC.
ASSOCIATED WITH THIS PROJECT. NO ADDITIONAL PAYMENT WILL BE MADE FOR ADJUSTING
VALVES, MANHOLES, METERS, ETC. INSTALLED AS PART OF THIS PROJECT. ALL WORK
ASSOCIATED WITH ADJUSTING VALVES, MANHOLES, METERS, ETC. INSTALLED AS PART OF
THIS PROJECT SHALL BE CONSIDERED INCIDENTAL TO INSTALLATION. ADJUSTMENTS TO
EXISTING CLEANOUTS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.
45.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT SURVEY, SEALED
BY A PLS, TO THE ENGINEER SHOWING THE LOCATIONS OF ALL INSTALLED WATER AND
SEWER UTILITIES, INCLUDING BUT NOT LIMITED TO ALL FITTINGS, VALVES, FIRE
HYDRANTS, MANHOLES (INCLUDING INVERTS), CASINGS, WATER AND SEWER SERVICES, AND
ANY DEVIATIONS FROM DRAWINGS MADE DURING CONSTRUCTION. THE ENGINEER WILL
PROVIDE RECORD DRAWINGS TO THE CITY OF RALEIGH.
46.THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR
COMPLETE INSTALLATION OF THE UTILITIES. ALL PUBLIC PIPE, STRUCTURES, AND
FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BACKFILLING. THE
INSPECTOR MUST ALSO BE PRESENT DURING TAPPING, DISINFECTION, AND PRESSURE
TESTING OF ALL MAINS.
47.UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL WATERLINE BEDDING SHALL BE IN
ACCORDANCE WITH DETAIL W-3. ALL SEWER PIPE BEDDING SHALL BE IN ACCORDANCE WITH
DETAIL S-4.
48.ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH PLANS AND BE PERFORMED BY A
UTILITY CONTRACTOR LICENSED IN THE STATE OF NORTH CAROLINA.
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2020
PREPARED IN THE OFFICE OFo
Klmley ))Horn
49.WATERLINE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR
DUCTILE IRON PIPE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT OF
MANUFACTURER'S RECOMMENDED DEFLECTION. "SHORT JOINTS" OF PIPE MAY BE USED FOR
INCREASED DEFLECTION.
50. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL NEW PIPING COMPLETELY
ISOLATED FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN TESTED,
DISINFECTED,AND ACCEPTED FOR SERVICE.
51. CONTRACTOR SHALL USE ALL NECESSARY FITTINGS TO CONNECT TO EXISTING
WATERLINES.
52.TESTING PROCEDURES AND REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT HANDBOOK.
UTILITY NOTES:
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK,
CURRENT EDITION). FITTINGS FOR SANITARY SEWER SHALL BE PROTECTO 401 LINE
DUCTIL IRON OR APPROVED EQUAL.
2. UTILITY SEPARATION REQUIREMENTS:
A. DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE
OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE
OF DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL
OR 50' FROM A PUBLIC WELL.
B. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN
UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING
CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH
THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST
BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM
OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
C. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY
SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10,
ON EACH SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE
SPECIFICATIONS.
D. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER
& STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
E. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP
STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY
DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS
W-41 & S-49).
F. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH
18" MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED
PLAN &/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO
CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING
CUSTOMERS THROUGHOUT CONSTRUCTION. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE
PRECEDED BY A 72 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT. AFFECTED CUSTOMERS SHALL BE NOTIFIED AS REQUIRED BY CORPUD AND THE
TOWN OF WAKE FOREST.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0'
MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER &
SEWER SERVICES NOT IN USE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES REMOVAL OF THE TAP AT THE WATER MAIN
& REMOVAL OF SERVICE FROM RIGHT OF WAY OR EASEMENT PER CORPUD HANDBOOK
PROCEDURE.
7. INSTALL WATER SERVICES WITH METERS LOCATED AT RIGHT OF WAY.
8. INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT
RIGHT OF WAY OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES WHERE THE WATER
MAIN PRESSURE EXCEEDS 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM
MANHOLE.
10.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM
NCDEQ, USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS
(RESPECTIVELY) PRIOR TO CONSTRUCTION.
11.NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR
TO CONSTRUCTION.
12.GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO
ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY AT [phone] OR
[e-mail] FOR MORE INFORMATION.
13.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF
HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC
WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS.
THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)
STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE
DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING
THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE
HARTLEY AT [phone] OR [e-mail] FOR MORE INFORMATION.
NC LICENSE #F-0102
300 WEST MORGAN STREET, SUITE 1500
DURHAM, NORTH CAROLINA 27701
PHONE: [phone]
© 2020
GENERAL SEQUENCE:
1. FOR EACH WATERLINE AND SEWER LINE RELOCATION/REPLACEMENT, THE CONTRACTOR
SHALL PROVIDE THE OWNER/ENGINEER WITH A DETAILED SERVICE INTERRUPTION AND
INSTALLATION PLAN FOR APPROVAL AT LEAST SEVEN (7) DAYS PRIOR TO THE RELOCATION.
AT A MINIMUM, THIS PLAN SHALL ADDRESS THE FOLLOWING:
A. SEQUENCE OF CONSTRUCTION OPERATIONS FOR EACH RELOCATION.
B. PROCEDURE FOR FLUSHING, TESTING, AND DISINFECTION OF ALL AFFECTED PIPING
AND VALVES, AS REQUIRED BY THE OWNER.
C. BYPASS PLAN FOR SANITARY SEWER REPLACEMENTS (SEE SHEETS UC-5 AND UC-6)
2. NO INTERRUPTION OF SERVICE WILL BE PERMITTED UNTIL THE FOREGOING PLAN(S)
HAVE BEEN APPROVED BY THE OWNER/ENGINEER. THE OWNER'S PERSONNEL SHALL OPERATE
THE OWNER'S EXISTING FACITLITIES INVOLVED IN THE INTERRUPTIONS OF SERVICE.
3. PLANNED SERVICE CONNECTION INTERRUPTIONS SHALL LAST NO LONGER THAN 8 HOURS
UNLESS OTHERWISE APPROVED BY THE OWNER/ENGINEER. ALL INTERRUPTIONS OF SERVICES
SHALL BE COORDINATED WITH AND SCHEDULED AT TIMES ACCEPTABLE TO THE OWNER AND
NORTHWOOD HIGH SCHOOL.
4. WRITTEN WATER SERVICE INTERRUPTION NOTICES SHALL BE PROVIDED TO ALL AFFECTED
CUSTOMERS AT LEAST 72 HOURS PRIOR TO EACH PLANNED INTERRUPTION.
PROJECTo
CITY OF RALEIM - PLANB AU HORIZ® FOR C ONWRI ION
Plans for the proposed use have been reviewed for general
compliance with applicable codes, This limited review, and
authorization for construction is not to be considered to
represent total compliance with oil legal requirements for
development and construction. The properly owner, design
consultants, and contractors ore each responsible for
compliance with all applicable City, State and Federal lows.
This specific authorization below is not a permit, nor shall
it be construed to permit any violation of City, State or
Federal Low. All Construction must be in accordance with
all Local. Stale, and Federal Rules and Regulations.
Electronic Approval: This approval is being issued
electronically, This approval is valid only upon the signature
of a City of Raleigh Review Officer below. The City will
retain o copy of the approved pions. Any work authorized
by this approval must proceed in accordance with the
pions kept on file with the City. This electronic approval
may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
City of Raleigh Review Officer
DUNN CREEK GREENWAY
INCOMPLETE PLANS PHASE 3
UTILITY NOTES °° ""' "'g °°� n,.� NOT TO SCALE
PRELIMINARY PLANS
00 Nor UM FOR oONrrnucrwN
JOB NUMBER° SHEET NUMBER°
SEAL 0 1 13 1 104 1 UC-2

O
O
PROPOSED GRADE ALONG
PROPOSED WATERLINE
EXISTING GRADE ALONG
PROPOSED WATERLINE
3
304
PROPOSED 6" 11.25° RJ J
VERTICAL BEND 300
-WYI - STA 10 +2/.80
-Wl- STA 13+75.69
OFFSET 21.80 (RT)
-Yl - STA 13 +95.27
OFFSET 23.85 (LT)
2 9-K
PROPOSED 12"x6" RJ TEE
(ROTATE UP 11.25)
-WYI - STA 10+00
-Wl- STA 13+75.28
-Yl - STA 13+94.52
OFFSET 45.64 (LT 1 2 9 2
PROPOSED 6" DI 1 on
RJ WATERLINE
-WY/ -
SEE SHEET UC -4
FOR PLAN
PROPOSED l5"
RCP INV=303.94
PROPOSED 6" 45° RJ BEND
(ROTATE AS NECESSARY)
-WYI- STA 10+46.22
-Wl- STA 13+83.62
OFFSET 42.96 (RT)
-Yl - STA 13+95.40
OFFSET 2.82 (LT)
7CONNECT TO EXISTING
6" Dl WATERLINE WITH
RESTRAINED 6"
DI MJ LONG BODY
- SOLID SLEEVE
PIPELINE CROSSING
(6" MIN BETWEEN PIPES)
SEE DETAIL W -41
PROPOSED 6" 45° RJ BEND
(ROTATE AS NECESSARY)
-WYI - STA 10+34.86
-Wl- STA 13+75.62
OFFSET 34.85 (RT)
-Yl - STA l3 +95.40
OFFSET 10.79 (LT)
XISTING l0" SANITARY
EWER INV=30/.48
PROPOSED 6" GATE VALVE
-W,Y/- STA 10+24.97
-Wl- STA 13+75.69
OFFSET 24.97 (RT)
Y - T A 13 +95.3/
�IFFSET 20.68 (LT)
,R
LIIIIW%
REPAIR PAVEMENT
SURFACE
EXISTING GRADE ALONG
PROPOSED WATERLINE
PROPOSED 12" x8" RJ TEE
(ROTATE 11.25° DOWN)
-WY2 - STA l0 +00
-Wl- STA 16 +04.29S
-Yl - STA 16+23.49 OFFSET 49.22 (LT) 1 J?2 2
PROPOSED 8" 11.25° RJ
VERTICAL BEND
-WY2- STA l0 +13.30
-Wl- STA 16+04.55
OFFSET 030 (RT)
-Yl- STA 16+23.96
OFFSET 35.92 (LT)
PROPOSED 8n GATE VALVE
-WY2- STA 10+28.41
-Wl- 16+04.74
OFFSET 28.41(RT l
-Yl - STA 16+24.39
OFFSET 20.82 (LT)
EXISTING l0" SANITARY
SEWER INV=3/4.5/
PROPOSED l5"
RCP INV=3/9.49
4POSED 8" 45° RJ BEND
(ROTATE AS NECESSARY)
-WY2- STA 10 +38.30
-Wl- STA 16+04.67
OFFSET 38.30 (RT)
-Yl - STA 16 +24.48
OFFSET 10.93 (LT)
CONNECT TO EXISTING 8"DI
WATERLINE WITH RESTRAINED 8"
Dl MJ LONG BODY SOLID SLEEVE
PROPOSED 8" DI
RJ WATERLINE
PROPOSED 8" 45° RJ BEND
(ROTATE AS NECESSARY)
-WY2- STA 10 +49.62
-Wl- STA 16+12.62
OFFSET 46.35 (RT)
-Yl - STA 16 +32.55
OFFSET 3.00 (LT)
10 HORIZ VERT
-WY2- 20 0 40 2 0 4
SEE SHEET UC -4
FOR PLAN
a PROPOSED OR EXISTING
° GRADE ALONG PIPELINE
?ad.
REMOVE EXISTING
VALVE BOX \ \ \ \ \ \ \ \
\\ ° ae CONCRETE PAD /\�/\�/\\/\ /\\/\\/\ i
FILL VOID W/ ;//\\jj\\jj j\\j\\%j`, ROTATED TO
CONCRETE ,�\�\\/ \\j� SHOW LABEL
REMOVE EXISTING
/ //�\//�\/��/�� VALVE B 0 X
d WA TE R LINE
-d \\\` DETECTABLE MARKING TAPE
ALONG ENTIRE LENGTH OF
%� PROPOSED PIPE COVER PER
\\/\\� DRAWINGS
EXISTING WATERLINE y\\//\j\\ \\j\\��\�\��� 14 -18 A WG TRACER WI R E
TO BE ABANDONED/�//�//�//�// ///�//\�//\�//� TAPED TO PIPE
HD RUBBER
IN PLACE TAPE (MIN 1,5
\ \ \ \ \ \\ \\ \\ \ PROPOSED PIPE WRAPS)
ABANDON EXISTING VALVE IN PLACE
0264014 - NOT TO SCALE
NOTES:
1, CLOSE VALVE.
2. REMOVE UPPER VALVE BOX AND VALVE BOX COVER,
3. REMOVE EXISTING VALVE NUT,
4. FILL VOID AROUND VALVE WITH CONCRETE TO WITHIN
6" OF EXISTING GRADE OR PAVEMENT.
5. AT GRADE REPAIR TO MATCH EXISTING SURFACE.
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2020
20' MAX.\//\\//�•
OR AT EACH
JOINT
DETECTABLE MARKING TAPE AND WIRE
DETAIL D1 - NOT TO SCALE
PREPARED IN THE OFFICE OFo
NOT IN
PAVEMENT ON PAVEMENT
ASPHALT THICKNESS
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH CITY OF RALEIGH AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
(VARIES)
TRACER WIRE LOOP
CAST IRON VALVE
24"x24"x6" (MIN.) °
BOX AND COVER
CONCRETE PAD, TYP. °
GATE VALVE
OR AS DIRECTED BY
ENGINEER
PROVIDE JOINT RESTRAINT
USING WEDGE TYPE
MARKER TAPE
RESTRAINING GLAND/RING,
ENTIRE PIPELINE °.a . • °a_° a'd e.a
TYP.
(NO RADIAL BOLTS)
PLUG OR CAP BLIND FLANGE
PIPE END
CONCRETE THRUST BLOCK
■
NC LICENSE #F-0102
300 WEST MORGAN STREET, SUITE 1500
im DURHAM, NORTH CAROLINA 27701
PHONE: [phone]
©2020
TRACER WIRE
TAPED TO PIPE
ENTIRE PIPELINE
MIN 10 FT SPACING
VALVE SUPPORT
GATE VALVE ASSEMBLY
(FOR 4" THRU 12" VALVES)
0264016 - NOT TO SCALE
UTILITY CONNECTIONS
AND DETAILS
INCOMPLETE PLANS
00 bW UM Fan 8/r ACW MTM
PRELIMINARY PLANS
00 Nor un pan commucrm
NOTES: COVER PIPE W/ CONC.
1, CLOSE VALVES TO KILL LINE MIN, OF 6" COVER IN ALL
2, SEVER AND REMOVE PIPE SECTION DIRECTIONS, MEETING THE THRUST
3, BLIND FLANGE TO TEE OR EXISTING BLOCK REQUIREMENTS FOR A PLUG,
PIPING SEE W-10/UC-3C.
4, PLUG OR CAP ABANDONED PIPE END
5, INSTALL THRUST BLOCK
CUT AND CAP EXISTING WATERLINE
0280003 - NOT TO SCALE
cm OF Ra..I - PUM AlmioRr M FOR C ONWRuc9,oW
Plans for the proposed use have been reviewed for general
compliance with applicable codes, This limited review, and
authorization for construction is not to be considered to
represent total compliance with oil legal requirements for
development and construction. The properly owner, design
consultants, and contractors ore each responsible for
compliance with all applicable City, State and Federal lows.
This specific authorization below is not a permit, nor shall
ft be construed to permit any violation of City, State or
Federal Low. All Construction must be in accordance with
all Local. Stale, and Federal Rules and Regulations.
Electronic Approval: This approval is being issued
electronically, This approval is valid only upon the signature
of a City of Raleigh Review Officer below. The City will
retain o copy of the approved pions. Any work authorized
by this approval must proceed in accordance with the
pions kept on file with the City. This electronic approval
may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
City of Raleigh Review Officer
PROJECTo
DUNN CREEK GREENWAY
SCALE: AS SHOWN I PHASE 3
JOB NUMBER° SHEET NUMBER°
0 1 13 1 104 1 UC-3A
SEAL

O
O
O
N
ti
NEW CONC. TO BE
EXISTING 3000 PSI
CONC.
2" BELOW EXISTING
G" COMPACTED NO.
G7 STONE
BACKFILL, TAMPED IN
G" LIFTS
PIPE
°oho
TYP, TYP.
SEE W-3
SAW CUT AND REMOVE
EXISTING PAVEMENT
I�
- BORE 1 1/8" DIA., 1'-0"
ON CENTER ALONG CUT
DOWEL W/ #4 BAR
EXPANSION JOINT MATERIAL,
MASTIC SEALANT, AND DOWEL
ADHESIVE AS REQUIRED BY
NCDOT STANDARD SPECS.
UNDISTURBED SOIL
NOTES:
1. SEE CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING W-3 FOR ADDITIONAL DETAILS
2. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE ENCROACHMENT
PERMIT.
3. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROVED SAW CUT
MACHINE.
4. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF
THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT. 5. THE FINAL G" OF FILL
SHALL CONSIST OF ABC MATEKAIL COMPACTED TO A DENSITY EQUAL TO 1 00% OF THAT OBTAINED
BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY
NCDOT.
5"
N(
E
"' NOZZLES W/
TIONAL STANDARD
THREADS
NOTES:
1. ALL PUBLIC FIRE HYDRANTS IN THE CITY OF RALEIGH AND THE MERGER TOWNS OF GARNER,
ROLESVILLE, WAKE FOREST, KNIGHTDALE, WENDELL AND ZEBULON SHALL BE PAINTED CHROME
YELLOW WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS AND OPERATING NUTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
WAKE FOREST, WENDELL & ZEBULON
STANDARD FIRE HYDRANT WITH
5" STORZ PUMPER NOZZLE
DWG, REVISIONS I DATE I REVISIONS I DATE
NO, MAB 6-30-16
W-5
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
NEW ASPHALT SURFACE COARSE
2" MINIMUM
EXISTING PAVEMENT
EXISTING
SUBGRADE
COMPACTED -
PILL IN G" LIFTS
PIPE
I-0"
REFER TO W-3
EXISTING PAVEMENT
UNDISTURBED
SOIL
NOTES:
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN
APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL POP FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL
TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN
NO CASE SHALL THE ASPHALT BE LESS THAN 2" THICK.
G. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR
ADDITIONAL DETAILS.
8. NO HAND PATCHING ALLOWED.
9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
1 911 G" OPERATION NUT
2 I /2" NATIONAL STANDARD
OUTLET THREADS
PREPARED IN THE OFFICE OFo
Kimley ))Horn
UNDISTURBED
SOI L
MINIMUM SIDE
G" OF #G7 STONE WHEN _ I_6'_ O.D. OF PIPE _6CLEARANCE
ROCK OR WATER IS
ENCOUNTERED
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
THRUST COLLAR "C"
D''
"X" BAR
UNDISTURBED SOIL
OO O O O° O°OO . o
ej'
Pf Q
o°v0° w;,• ; a• o ce
•
• •e °
Pa: • . s 4
Je: • ° 9
•oo
em op= °o
3" MIN.
"0' BAR 3" MIN.
CLEARANCE
"B" CLEARANCE
REINFORCING REQUIREMENTS
THRUST COLLAR, AND THRUST
SCHEDULE
NOTES:
I . SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED
AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST
BLOCK INSTALLATION
SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.
5. BACKFILL TAMPED IN G" LIFTS PER
STANDARD DETAIL W-3.
CITY OF RALEIGH
G. THRUST COLLAR MUST BE FACTORY
DEPARTMENT OF PUBLIC UTILITIES
WELDED ON BOTH SIDES ALONG BOTH
EDGES OF COLLAR AROUND
THRUST BLOCKING DESIGN DATA
CIRCUMFERENCE.
FOR WATER MAINS
DWG. NO.
REVISIONS DATE REVISIONS DATE
w_'7
RRH 1-2 1 -00 J.P.S. I
D. H. L. 6- 18-08
I.D. PIPE
REBAR SIZE
"X" 8AR LENGTH
"X" BAR WEIGHT
'T' BAR LENGTH
"Y' 8AR WEIGHT
NO. REQUIRED
6" - 36"
#5
2'-2"+ O.D. PIPE
I .043 LBS/Fi
I'- I "
I . I LBS. EACH
X-24, Y- 12
48" :E greater
#6
3'-O"+ O.D. PIPE
I .502 LBS/Fi
I'-3"
I .9 LBS. EACH
X-24, Y- 12
I.D. PIPE
CL
"A"
"B"
"C"
6" - 16"
I '-4"
I '-7"
2"
3/8"
20" - 24"
I '-4"
I '-7"
3"
I /2"
30" - 36"
4"
I-7"
4"
5/8"
48" #greater
I'-8"
I'-9"
6
7/8"
PROPERTY MINIMUM 30 HORIZONTAL CLEARANCE
LINE FROM ANY OBJECT.
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
TOWARDS FIRE TRUCK ACCESS.
TRAFFIC FLANGE BETWEEN 2" - G"
ABOVE GRADE
SIDEWALK �r CURB AND GUTTER PAVEMENT
Z G" GATE VALVE
VALVE BOX
CONC.THRUST
N COMPACTED BACKFILL BLOCK \
(TAMPED IN G" LIFTS)
G" MIN. BRANCH PIPE
\ RESTRAINING GLANDS MAIN
II'-3"x P-3"x 4" THICK RESTRAINING
GLANDS
7 CU. FT. CRUSHED
STONE MIN.
UNDISTURBED EARTH.
NOTES:
I . FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M$H,
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C 150-9E
3. G" GATE VALVE SHALL BE AWWA C500-8G OPEN LEFT
4. STEEL RODS AND BOLTS SHALL BE 4" HOT DIPPED GALVANIZED
5. ARE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE CITY OF RALEIGH
HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR DEPARTMENT OF PUBLIC UTILITIES
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE. STANDARD FIRE HYDRANT
INSTALLATION DETAIL
WG. NO, I REVISIONS I DATE I REVISIONS I DATE
ABB 4-6-04 PAP 2/ 1 7/09
W-4 OHL 12114108
THRUST BLOCKING
TEE INTERSECTION
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MECHANICAL JOINT FITTINGS.
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3. TRENCHES SHALL CONFORM TO STANDARD DETAIL
rnn W-3.
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4. SEE STANDARD THRUST BLOCK TABLES, W-10 THKU
W-1 1, FOR AREA OF CONCRETE REQUIRED.
5. ALL BENDS AND INTERSECTIONS SHALL HAVE
-
CONCRETE THRUST BLOCKING.
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PROJECTo
4E
900 BEND
MISCELLANEOUS
INCOMPLETE PLANS D U N N CREEK G R E E NWAY
INC LICENSE #F-0102 0o NW uea raa air Acauanww
300 WEST MORGAN STREET, SUITE 1500 PRELIMINARY PLANS PHASE 3
DURHAM, NORTH CAROLINA 27701 ���� ��� � � � �� I � � °° "°T usie � �"s'� NOT TO SCALE
PHONE: [phone]
© 2023
JOB NUMBER° SHEET NUMBER°
SEAL 01 131 104 1 LIC-313

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REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.
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1
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1
45°
4,328
2
3
3
1
2
5
90°
7,99G
2
4
5
1
2
8
1
PLUG
5,G55
2
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1
2
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1
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1 1 1/4°
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1
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2
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2
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1
90°
14,215
4
8
9
2
2
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2
PLUG
10,053
3
5
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2
2
3
10
1
1211
1 1 1141,
4,433
2
3
3
1
2
5
22 112"
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3
5
G
2
2
3
9
45°
17,312
5
9
1 1
3
3
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2
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8
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4
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32
4
PLUG
22,G 13
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12
14
3
3
G
23
3
16"
1 1 1 /4°
7,881
2
4
5
2
8
22 112'
1 5,G9 1
4
8
10
2
2
4
1 G
2
45o
30,779
8
1 G
10
4
4
8
31
4
90o
5G,8G 1
15
1 29
35
8
18
15
57
G
PLUG
40,213
10
1 21
25
5
1 5
10
41
5
REACTION BEARING AREAS ARE IN SQUARE
FEET MEASURED IN A VERTICAL PLANE IN THE
TRENCH SIDE AT AN ANGLE OF 90o TO THE
THRUST VECTOR.
USE G" - 90 BEND VALUE FOR
HYDRANTS FOR ADDITIONAL DWG. NO.
SAFETY FACTOR. W_ 10
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING DESIGN
QUANTITY TABLE
REVISIONS
DATE
REVISIONS
DATE
W.C.
G-23-99
TEE
SEE W-1 O AND W- I I
FOR REACTION
BLOCKING CONCRETE
AREA.
GATE VALVE
3/4" ALL -THREAD STEEL
ROD (CUT TO LENGTH)
P-O" M.J. NIPPLE WITH
GLANDS (MIN.)
VALVE MAY BE BOLTED
DIRECTLY TO TEE.
ROD REQUIREMENTS
NO. OF RODS
BRANCH SIZE
4"
2
G"
2
8"
4
1 2"
4
1 G"
G
24"
G
30"
8
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. SEE STANDARD THRUST BLOCK. TABLES W- 10 AND W- I I FOR CONCRETE.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS
BASED ON TEST PRESSURE OF 200 P.S.I.
ALL AREAS GIVEN IN SQUARE FEET.
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9
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18
35
42
9
9
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70
7
90o
127,93G
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1 13
PLUG
90,478
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23
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7
14
17
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50
100
120
25
25
50
200
20
PLUG
141,372
3G
71
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8
18
3G
142
5
3 G"
1 1 1/4°
39,901
1 10
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1 24
5
5
10
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20
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20
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155,81 C
39
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72
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72
288
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PLUG
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51
102
122
2G
2G
51
204
21
48"
1 1 1/4o
70,935
18
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9
9
18
71
8
22 1/2o
141,218
3G
71
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18
18
3G
142
15
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277,007
70
139
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1 35
1 35 1
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1 51 1,7421
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125
512
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PLUG
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1 9 1
1 181
1 2 1 7
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REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN
A VERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90°
TO THE THRUST VECTOR.
USE G" - 90° BEND VALUE FOR HYDRANTS FOR
ADDITIONAL SAFETY FACTOR-
DWG. NO. 1
W- I I
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
THRUST BLOCKING
DESIGN QUANTITY TABLE
REVISIONS
DATE
I REVISIONS
DATE
D.W.C.
G-23-99
APPROVED METHOD FOR EXTENSION OF VALVE BOX NO I E: 2'x 2'x G" CONCKE I E PAD REQUIRED ON ALL
VALVES. NO PRECAST CONCRETE DOUGHNUT
9Y2' ALLOWED.
3/4 a-
o Z-1;.
SEE STANDARD W- 18 ° ATE ° 2'
FOR COVER DETAILS. A.
6"
,4-
• e•
C314„ STANDARD VALVE II - -
BOX TOP SECTION TO 2'DOMESTIC
BE SLIDE SECTION CASTING
FINAL PAVEMENT
COURSE
VALVE BOX
a ;�
CONCRETE ,
PAD
VALVE
BOX
USE 5" SOIL PIPE
FOR EXTENSIONS
TAMPED ;
BACKFI LL
WATER VALVE
0 0
MAIN
STAB -IN C.I. OR D.I.
PIPE GASKET TAMPED: ,'• "
BACKFILL
5
NOTES:
1) VALVE BOX NOT TO CONTACT WATER MAIN
5 1/2"-5 5/8" 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR
GREATER.
3) FOR ANY VALVES OVER 10' DEEP, A VALVE STEM
EXTENSION MUST BE USED TO BRING TO A DEPTH OF
NO MORE THAN 5'. EXTENSION MUST BE A MINIMUM
OF I"SOLID STOCK.
STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LBS.
BOTTOM SECTION
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
10 1/4"-I I"
PREPARED IN THE OFFICE OFo
im y >> Horn
THRUST COLLAR SEE STRAP
W- 10 THRU W-1 1. DOWN
MECHANICAL
JOINT
RETAINER
GLAND
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Q -.• - 4 '
P, e
5' MIN. p .D . •e• °
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TOP OF GROUND
CONCRETE THRUST BLOCK AT
ALL 45° BENDS SEE W- 10 AND
W-1 I.
ADD MECHANICAL JOINT
RETAINER GLANDS
THROUGHOUT ASSEMBLY.
SIZE OF BLOCKING
WILL VARY WITH
PIPE SIZE
79rrr-1WOKIR-. 9015II �.
STRAP
DOWN
3/4" THREADED
STEEL RODS
SIZE OF 45 BEND
STATIC THRUST IN POUNDS
NO. OF RODS REQUIRED
G"
4,328
2
8"
7,G94
4
12"
17,312
4
1 G"
30,779
8
24"
1 G9,252
8
GENERAL NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. RESTRAINED MECHANICAL GLANDS TO BE USED AT ALL FITTINGS.
4. MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY.
5. 3' MINIMUM COVER MUST BE MAINTAINED ON ALL WATER MAINS
UL�
AST DATE
7,,T-
F 6 I I I g11
PLAN VIEW
I
Manufacturer
M❑/DAY/YR
Class 35
BOTTOM VIEW
1 b
NOTE I
- "WATER" LETTERING MUST BE I" RAISED (RECESSED FLUSH)
SECTION VIEW NOTE 2
- VALVE COVER SHALL BE DOMESTICALLY CAST.
NOTE 3
- COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUNDS.
NOTE 4
- COVER MUST BE CLASS 35 OR GREATER.
NOTE 5
- COVER MUST MEET OR EXCEED AASHTO H-20 LOAD
REQUIREMENTS.
5' MIN.
GATE / TAPPING VALVE
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TOP VIEW
3000 PSI SOLID CONCRETE SHALL BE
USED AS FOOTING FOR DUCTILE IRON
PIPE.
VALVE
FLANGE
M.J. FITTING
4 4 "
EXIS ING
'Q v
a•
4
0 0
TAPPING SLEEVE
SIDE VIEW
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL JOINT
FITTINGS.
2. SEE STANDARD REACTION BLOCK
CITY OF RALEIGH
TABLES, W- 10 AND W- I I FOR AREA OF
DEPARTMENT OF PUBLIC UTILITIES
CONCRETE REQUIRED.
4" - 24"
STANDARD TAPPING SLEEVE AND
VALVE ASSEMBLY
DWG. NO.
I REVISIONS
I DATE I REVISIONS DATE
W- 1 4
I Y.C.A.
1 2-3 1-9 I RRH 3-3 1-00
D. W.C.
9-7-99 1 1 1-1- 10
MAIN SIZE
If I PIPE 51
I G" * GREATER
G" MIN.
G" - 1 2"
APPROVED BY PUBLIC
UTILITIES DEFT.
BLIND FLANGE WITH
2" THREADED PLUG
GROUND LINE ORS
PAVEMENT
3000 P.S.I.CONCRETE�
PAD BENEATH FRAME,
4" THICK
PODDING
MIN. 5'
MIN. 1 i„
MAX. 1 1.
MAX. 10'
AA � 4
c�
0
BLOCK INFORMATION SEE
DETAILS W-7, W-8
W-9 FOR THRUST
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=
MECHANICAL
RESTRAINING
GLAND
PROJECTo
VALVE BLOW
OFF
GALVANIZED STEEL RODS AND
BOLTS SHALL
BE 3/4" HOT DIPPED
NOTES:
1) NO ROD COUPLINGS ALLOWED
DETAIL W-20 TO BE
USED SEE STANDARD
MANHOLE COVER
X FLANGE PIPE:
PLAIN END
U
O
70
1Ill"1��'1�' -���
130 1INS STONE
OR
3000 PSI CONCRETE
WITH 4" THICKNESS
MISCELLANEOUS INCOMPLETE PLANS D U N N CREEK G R E E NWAY
WNC LICENSE #F-0102 NWuea FM air Acauarrww 300 WEST MORGAN STREET, SUITE 1500 PRELIMINARY PLANS PHASE 3
DURHAM, NORTH CAROLINA 27701 STANDARD
��� ��� � DETAILS
WNWUM FM �s'�"NOT TO SCALE
PHONE: [phone]
© 2023
JOB NUMBER° SHEET NUMBER°
SEAL 01 131 104 1 UC-3C

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P
ROD 4' TO TLII- SEE DETAIL W-25 5/8' METER R L
CURB STOP BOX OF BOX FOR METER BOX ❑
7 W
SIDEWALK
ROADWAY -
4" 1
service
5tubout FOR FUTURE SPLIT
length
on
residential
property
and minor TOP OF VALVE NEEDS
text edits. curb stop TO BE 12' BENEATH _
TOP OF METER BOX LID, 00
j,
added
AND HAVE LOCKABLE VALVE PLUG LOCK
0
3/4' ❑R 1' TYPE 'K"
SOFT COPPER PIPE,
NO J❑INTS OR
z
BACKFILL, TAMPED
COUPLINGS
0
IN G" LIFTS
450
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BRASS CURB STOP
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NOTES: CORPORATION COCK
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1. WATER METER A5 MANUFACTURED BY 5EN5U5,
OR 5CHLUMBERGER.
O O "
5/8'X 12' COPPER
D
00
2. DIRECT TAP ALLOWED ON MAINS NO LARGER SETTER METER YOKE
r--
T -n
THAN I G" LINE,
_
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C -
3. METER BOX TO BE LOCATED IN R/W ADJACENT TO STANDARD 3/4'
<_
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PROPERTY OR 1' SERVICE SIZE PEX 2'
Cn
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c�
OR IN APPROVED EASEMENT ADJACENT TO R/W.
O
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4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, DUAL CHECK VALVE
U
/7
A COPPER RESETTER CAN BE USED TO ADJUST TO GRADE. BACKFL❑W PREVENTI❑N
COPPER RESETTERS ARE PROHIBITED ON NEW SERVICES. DEVICE
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5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1-1 /4" STEEL
..
<
UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR
\u
n
CURB STOP OPERATION.
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NOTE: NO ENCASEMENT REQUIRED FOR SPACE GREATER
THAN 1 8" FOR WATER LINES
PLOWABLE FILL FULL G" I PIPE G"
TRENCH WIDTH O.D.
PROPOSED EXIST
o PIPELINE a PIPE
a G" MIN
G" MIN p
18" MAX 1 8" MAX
a'
fiN�
FEXISTPROPOSED
PIPEPIPELINE1"THICK COMPRESSIBLE JOINT FILLER MATERIAL
PROPOSED PIPELINE OVER EXISTING PIPE PROPOSED PIPELINE UNDER EXISTING PIPE
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of services is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc., 2023
TOP OF VALVE NEE
TO BE 12" BENEATH T
OF METER BOX l
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CONCRETE FACE AREA SHALL MEET THE
THRUST BLOCKING REQUIREMENTS FOR
90' BEND AS SHOWN IN DETAIL W-10
PLUG OR
CAP PIPE
END
E
PLUG
THE BACKPLOW PREVENTER LOCATION IS
DEPENDENT ON THE TYPE DEVICE
PROPOSED FOR USE AS FOLLOWS:
3/4" OR
5IZE
N
BLOCKS
ONE OR TWO FAMILY RESIDENTIAL
COMMERCIAL
DEVICE LOCATION
DEVICE LOCATION
BACKPLOW PREVENTION
"A" FORD ANGLE CHECK
"A" SHALL BE DETERMINED
OR OTHER APPROVED
BY OCCUPANCY �
DUAL CHECK VALVES
APPROVED BACKFLOW
LIST.
REPAIR PAVEMENT SURFACE AS NEEDED TO
MEET COP, OR NCDOT STANDARDS AND
SPECS
r-LINE STOP WITH
COVER LINE
STOP DOWN
TO PIPE WITH
CONCRETE
MINIMUM OF G"
COVER IN ALL
DIRECTIONS
O
EXISTING J
WATERLINE TO
REMAIN ACTIVE
NOTES:
I . LINE STOP SHALL INCLUDE TAPPING SLEEVE, TEMPORARY VALVE, PILOT DRILL, STOPPER, COMPLETION
PLUG, AND PROTECTIVE CAP. THE FINAL TAPPED PLUG SHALL BE RATED FOR A MINIMUM OF 150
P51.
2. INSTALL LINE STOP PER MANUFACTURERS INSTRUCTIONS.
3. ONCE LINE STOP IS INSTALLED AND THE WATER -FLOW IS STOPPED. CUT * PLUG OR CAP BOTH ENDS
OF PIPE
4. INSTALL CONCRETE AROUND LINE STOP AND CAPPED ENDS OF PIPE.
5. AT GRADE REPAIR TO MATCH EXISTING SURFACE. SEE DETAIL W- I OR W-2.
PREPARED IN THE OFFICE OFo
Kimley ))Horn
A Knn
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1.�311NRE-D
RILLED HOLE6'
WAFER
O
1.75"
METER
9 1/4'
U
17 5
1:&' TYP.
SECTION A -A
FINISHED GRADE
FINAL � UNDISTURBED SOIL
BACKFILL
INITIAL / ...... :•:
BACKFILL �:.;:' •`:::.:
o �
G" #G7 STONE MINIMUM SIDE
WHEN ROCK IS G" O.D. OF PIPE G" CLEARANCE
ENCOUNTERED 12 O.D. OF PIPE I -,,MAXIMUM SIDE
CLEARANCE
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN G" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
G. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS t-BACKFILLIN(
REQUIREMENTS FOR DUCTILE IRON
DWG. NO. REVISIONS I DATE I REVISIONS DATE
D.W.C. 9-3-99
S-4 RRH 3-30-00
ER
1
SECTION C-C
NOTES:
1. COVER WEIGHT: 13 LBS +/- 5%
2. LIDS TO BE COATED WITH
BITUMINOUS COAL TAR COATING
3. BOXES AND LIDS MUST BE
MANUFACTURED FROM SAME
DOMESTIC FOUNDRY.
7/8'
T O
co �0
Ln M
m co
O
SECTION D-D
4"
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8"x4" STEEL
PLATE,TYP
5/*" A325 BOLT
CASING PIPE
3/1 4
1 " RAD ON ALL CORNERS
NOTE:
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE
FOURTH OF THE PIPE JOINT LENGTH
IN FROM BOTH THE BELL
AND SPIGOT ENDS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
PIPE ALIGNMENT GUIDE
DWG. NO. I
REVISIONS I DATE REVISIONS DATE
cJ 39
RRH 3-31-00
A.B.B. 4- 1 G-04
PROJECTo
MISCELLANEOUS INCOMPLETE PLANS D U N N CREEK G R E E NWAY
0o
INC LICENSE #F-0102 NWuea FM air Acauarrww 300 WEST MORGAN STREET, SUITE 1500 PRELIMINARY PLANS PHASE 3
DURHAM, NORTH CAROLINA 27701 STANDARD
��� ��� � DETAILS
°° NWu� FM �"s'� NOT TO SCALE
PHONE: [phone]
©2023
JOB NUMBER° SHEET NUMBER°
SEAL 01 131 104 1 Ul

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i
PROPOSED 12" 45° RJ BEND `-
-Wl- STA 10+46.68
-Yl - STA 10 +74.3/ CON
OFFSET 55.18 (LT )
PROPOSED 12" 45° RJ BEND
NOW OR FORMERLY -Wl- STA 10+32.94
TED & BETTY WILDEF -Yl- STA 10+64.61 I
DB 15551 PG 1328 OFFSET 45.45 (LT)
BM 1988 PG 1602
PIN° 1840993591 I
PROPOSED 12"x12" TAPPING J
SLEEVE AND VALVE
-Wl STA 10+00
-Yl - STA 10+64.7/
OFFSET 12.51(LT )
SSMH
EXISTING WATERLINE T: ,
= z 2
TO REMAIN N= 27
N 56' 11' 19. 6 W b.qU- \
OHP+ TIL
- d -
UNDERGROUN FIBER PTA
IMP ,k � �IT. RUH _ _
GM 1 IX
IL
'PROPOSED 12" LIN STOP
'AA'' BAN`DONMENT TAIN
PERMANT 1, W ST
A TA lO +DO
-OFFSET 5.00 (RT
-Yl - STA 10+69. /
OFF ET 12.53 (L,
S E DETAIL W -4
m
O
„a
PREFORMED SCOUR HOLE
>
OUTLET PROTECTION
[�•RCP
z
CLASS 'B' RIP RAP
-
EST 8 TONS
EST 16 SY CEO
\z N
EST 25 SY PSRM
o
SEE DETAIL 9
I
SHEET CD-9
PROPOSED 12" 45° RJ BEND
M
-Wl- STA 10+71.91 M
V
-
CM
-Yl - STA 10 +99.54 LO
NN
W
o OFFSET 55.21(LT) Co
a \
N�
PROPOSED 12" 45° RJ BEND o
I
-Wl- STA 10+99.97
z
r^
N
N -Yl STA 11 +19.41 N
n
M
z OFFSET 35.40 (LT) M
I
z
SS,„„ r'ORMERLY M
RIM = 286.28 LAURI ARNTSEN
INV IN = 272.50 112286 PG 87 z
TV OUT = 272,50 BM 1994 PG 1298
I
PIN" 1840996332
s
SSMH
I J
RIM = 289.23
w
INV IN(4") = 284.59
A OR FORMERLY
CANDICE D. GINGLES
DB 16775 PG 2
PROPOSED 12"x6" RJ
TEE _E & MYRA PARKER
BM 1982 PG 467
46
(ROTATE UP 11.25°)
-Wl - STA 13+75.28
12492 PG 554
PIN' 1840998199
PIN185011
NOW OR
NOW OR FORERY
-WY1-" STA 10+00
AUR E N .HARRISY
1 15345111
WINASH PROPERTIES, LLC
-Yl - STA 13+94.52
I -
94 PG 12433 298
111238 PG 1018
BM 1994 PG 1298
OFFSET 45.64 (LT)
PROPOSED 12"x8" R�I�TEE
PIN° 1850090091
N PIN° 1850081963
STANDARD
ITCH
LV DITCH
(ROTATE DOWN 11.2 ')
N
Co
NOW OR FORMERLY -Wl- STA I6+O4.2 I; v
PAMELA GRUBBS SEE DETAIL 3 i� iv w 1 w `n
DB 8157 PG 2705 SHEET CD-9 °° -WY2- STA lO+DO ,n -
^I° "^^n^O^^^ CLASS I RIP RAP M N -Yl- STA 16+23.49 a ` PROPOSED 12" 45° RJ BEND
OUTLET PROTECTION w w OFFSET 49.22 (LT - -W/- STA 17+37.49 0l
PROPOSED PERMANENT EST 4 TONS �, �, 18, CP - Iv N °° -Yl- STA 17+56.68 N
UTILTTY EASEMENT EST 8 SY GEo `° IM °° '" OFFSET 51.29 (LT)
PROPOSED 803 LF 18' RCP - IV "' STANDARD LATERAL V DITCF� ° Za
12" DI RJ WATERLINE GRADE TO DRAIN M " W/ CLASS B RIPRAP RETAIN Z N
M M SEE DETAIL 4 ABANDON EXISTING I M
F1s RCP IV RELOCATE WATER MET � r' AND SHEET CD-9 WATER METER, TYP. RE IN ► ' . _
.� IOLF WATER SERVICE L7NE E� 35 s0N Eo I EXISTING WATERLINE
11 SEE DETAIL W-23 I I TO Aln/
�� ,�5 N
TYP, OF 7 I 15' RCP - I o�/ ,
\a / ° x w o w I I
1106 0 > I >
G \ - RW d a P /Q/ w a l I w
> RWM �" U E Q PH EE WIRE a I I 'a
I INV IN = 282. U E Lllw ° ° P LHW
12 PVC- I
U _ PUE C��WL v �+'�+�pQp �,� = gz + 335. F
�QTII.II�-�U _ +U C _fl4q= - �IPIV - I I =� P 1 NDERG�U� FEE
• I �25.48- /�-32$,72 5 3 11v�L= �� V I HDP INV
NDERGROU I rQ
- UNDERGROUND FI - - - + - - - _ _ _ -
�� °a . ° . a a .. . a ° . a . P a ° . a ... °a -a ^°^a . ° °a ,_ ea °-.a- ° .a a ° o FO° a ° ° ° �° MAIL )� U }�6UN Fd °OPT =a . a a .a -°a=b �a - ° °a a a a �=
NDa SS ° - - - 1 X ° 1 ° L a 0 - �IL�
m In CB CB101
0 o I$" RCP - IV v� a E05� F WAIT AVENUE 1107
VARIABLE WIDTH- r ?I3T_L ?UTL- - -- - - _ - -
UNDERGROUND FIBER 0 IC -?UTL- - - - -PUBLIC I UT
_ RIM = 2 20
_U _ 1$" RCP IV I a - - - C /INV IN(E) 34 45
V IN(S-317F70,
H +U I IL WV NDTE
_ L-E1 y PROPOSED 8" GATE VALVE- V 0 =31613
- _+/- 13' -WYI- STA 10+24.97- �/�
= PROPOSED 50 LF 6„ DI -W l - STA 13 +75.69
I ! M
U RJ WATERLINE (-WYI-) OFFSET 24.97 (RT) I
Z N, � I I -Yl - STA l3+95.3/
o PROPOSED 6 45° RJ BE FORMERLY SSMH
3 6.30 OFFSET 20.68 (LT)
(ROTATE AS NECESSA, ,y)�' NURSING INV IN 299.52 °
i -SSMH -WYI- STA 10+34. l2R LLC PROPOSED 8 45 RJ BEND
-21M = 288.66 INV 0 T=299,22
INV OUT 268.64 4 OFFSET 3485�(RT) PG 42' (ROTATE STAC/O+3830
098497
o -Yl - STA 13+95.40 -Wl- STA 16 +04.67
6"° = OFFSET 10.79 (LT) OFFSET 38.30 (RT)
L` R -Yl - STA 16 +24.48
PROPOSED 6" 45° RJ BEND CONNECT TO EXISTING OFFSET 10.93 (LT)
(ROTATE AS NECESSARY) 6" DI WATERLINE WITH
/ SSMH -WYI- STA 10+46.22 RESTRAINED 6" CONNECT TO EXISTING 8"DI
RIM = 283.36 -Wl- STA 13+83.62 DI MJ LONG BODY WATERLINE WITH RESTRAINED 8"
l OFFSET 42.96 (RT) SOLID SLEEVE DIMJ LONG BODY SOLID SLEEVE
/ -Yl - STA 13+95.40
OFFSET 2.82 (LT)
o Z'� CB
C 1109
?UTL - - -
O
Ln
PROPOSED 5� LF8" Dl
�TERLINE (-WY2-)
PROPOSED 8 GATE VALVE
-WY2- STA 10+28.41
-Wl- 16+04.74
OFFSET 28.41(RT)
-Yl - STA 16 +24.39
OFFSET 20.82 (LT)
PROPOSED 8" 45° RJ BEND
(ROTATE AS NECESSARY)
-WY2- STA 10+49.62
-Wl- STA 16+12.62
OFFSET 46.35 (RT)
-Yl - STA 16 +32.55
OFFSET 3.00 (LT)
NOW OR FORMERLY
VAUGHN LOWMAN
DB 5622 PG 441
BM 1994 PG 1298
PIN" 1650082846
w��
Uzirr
O /
33 .3 W
HP+UTIL
i
CONNECT TO EXISTIN 2" Cl
WATERLINE WITH RESTRAINED 12"
C
-DI MJ LONG BODY SOLID SLEEVE PROPOSED 12 45°RJ BEND
W / THRUST BLOCKING
-Wl- STA 17+92.58
-Yl - STA 17 +95.73
OFFSET 12.43 (LT)
L PROPOSED 12" GATE VALVE
-Wl - 17+87.58
-Yl- 17+92.19
OFFSET 15.95 (LT)
ABANDON 720 LF
12" UTILITY PIPE
299
TOW](D U
� WV NUT ELE
Z=+/-332.1'
D1 ?
20+00
ssja
%
- m
-D li
�FF ��Q 12"x1 "T A PING
=Wl ST A�10,+64. / OS l2," �A VALV NOTE S
304 PPS ET l2.�1( ° Xl lNG A� N -Wl - 17+87+• 330 1. ALL CONSTRUCTION TO BE IN ACCORDANCE
-Wl-
12 /1.25 J V l / bS T /�j WITH CITY F RAL E I H AND/OR N D T
wl STA l0 03.o C 0 G / 0 C O
-Yl - STA 10+64.70 D " 4g J
l I( ) PIS SE'D' �' lNO -Wl � STA; 17+,3 .4 STANDARDS AND SPECIFICATIONS.
-Y/- STA /7+G.�
9
300 R t�° qs'' Y b��S�T ' i. T 326 2. CONTRACTOR SHALL VERIFY LOCATION AND
-Wl-A 1�+32 91 IF
+ ELEVATION OF EXISTING SANITARY SEWER
LATERALS PRIOR TO WATERLINE
296000-
322 INSTALLATION.
ol
XiST lNG GRADE ALONG
P "Ql RJ WATERLINE PROP ATERLIN Xlg lNG l0" l A r-1:4 III I
292 R LON6
W/ • 318
ROT AT E UP Jl/. OS 2" 4 ° RJ
W l STA l3 +75 2 ��' UST BLb IN
288 -YI-YI TA 1. 94;- STA 17+92. 314
PFS IT 4 .64 (T -Yl- STA 17+92.5 -7t IIIFFSET 12.43 (LT
OSE D I " 4 J EN
11 Is, ool4/NE Wl H AlN l2"
-V�l - STA /0 + 9r97
OFFSET
STA ll+% ,4r l J LONG. Y S l V�
2 84 OFFSET 354 l 310
if APl�� ,. C (, OSEp 12N 6/l R1
NV= l
/x� -WY2; $tSrA 1p �� 9 C" OF RALEM - PLAM AUTHOF M I c�arAUCTIM
2 8 0 p4 C� / 5 J q� p� -Yl l ��++2.J 4 3 0 6 Plans for the proposed use have been reviewed for general
I � Q �l !� l7 r compliance with applicable codes, This limited review, and
/ROTAT A$b�SS outhorizotion for construction is not to be considered to
represent total compliance with oil legal requirements for
- TA S t l9 development and construction. The properly owner, design
A 'I- /- A 0+ consultants, and contractors ore each responsible for
4 I compliance with all applicable City, State and Federal lows.
FF / ( • This specific authorization below is not a permit, nor sholl
R be construed to permit any violation of City, State or
276 " 3 OZ oil Local. Stolel, andstruction must be Federal Rules and'Regulations.
accordance with
PROPOSED l 45 J N
-W/- STA /0+46. Electronic Approval: This approval is being issued
-Y/- STA /0+74.3 electronically, This approval fs valid only upon the signature
FP ET 55 a City of Raleigh Review Officer below, The City will
retain a copy of the approved plans. Any work authorized
by this approval must proceed in accordance with the
X/ a ,/ / SAnI/ A plans kept on file with the City, This electronic approval
272 S NV = 4.4 2 9 $ may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
T(31
Ll-
W /NV= 748 City of Raleigh Review Officer
10 11 12 13 14 15 16 17 18
PREPARED IN THE OFFICE OFo
HORIZ PRoJECTo
Klom
UM
0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 UTILITY PLAN INCOMPLETE PLANS PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 300 WEST MORGAN STREET, SUITE 1500 00 raT Un MR air Ac MTM
DURHAM, NORTH CAROLINA27701 AND PROFILE PRELIMINARY PLANS Cp
This document, together with the concepts and designs presented herein, as an instrument of services is PHONE: [phone] MW uFOR COMMac� VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2019
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2019 SEAL 0 1 13 1 104 1 UC-4

O
O
N
O
ti
N/F
DONALD & KATE
MORELAND
P DB 16140 PG 1620
77 BM 2014 PG 610
O PIN° 1841908932
i
0' 3T 32.00' E 5i-
,
N/F
DAVIN & CONNIE BOYKIN
DB 16217 PG 1432
BM 2014 PG 610
PIN° 1841908979
N 300 39' 32.00' E (t)"
N/F MICHAEL & RACHEL N/F
ROGER & ALICIA JOHNSON ROBERT & LINDA
BARBOUR DB 16102 PG 697 REHNLUND
DB 16535 PG 1883 BM 2014 PG 610 DB 16293 PG 1460
BM 2014 PG 610 PIN° 1841919142 BM 2014 PG 610
PIN° 1841919005 PIN° 1841919188
4.5' METAL FENCE
NN 3p— 2.00' E 75.00'
BZ I
ITB
'S8
T6T
TB�TB �8 TB TB
�TB- �Tu TB- 000
\00- R F�
I
PULTE HOME CORP
DB 16272 PG 1977BM
BM 2014 PG 611
PIN° 1851010225 1
N/F N/F
MICHAEL & KAREN TRADITIONS NC, LLC
REYNOLDS DB 15663 PG 1285
DB 16177 PG 2096 BM 2014 PG 611
BM 2014 PG 611 PIN° 1851010490
PIN° 1851010361 \
PROPOSED 16LF 24"
ENCASEMENT BY OPEN CUT
CENTERED ON STREAM
SEE NOTE 2
N 30. 39• 11.13•E 103.27 FIE UDVERIFY SEPARATION
-SEE NOTE 2
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 3
SHEET CD-9 /4
NOW OR FONmtRLY
WS-TWF DEVOLPMENT,LLC
CLASS II RIP RAP DB 15325 PG 1963
OUTLET PROTECTION BM 2014 PG 611
EST 95 TONS PIN" 1851011661
EST 105 SY GEO
SUCTION MANHOLE
SSMH 5 —/ ,
PROPOSED BYPASS PUMPING REQUIREMENTS
SUCTION MH
DISCHARGE MH
SEWER INSTALLED
PEAK FLOW
20 LF 15" SS AND
SSMH 5-1
SSMH 5-2
16 LF 24" CASING
1,645 GPM
NOTE: PEAK FLOW IS BASED ON PIPE FLOWING COMPLETELY FULL
AT EXISTING SLOPES.
BYPASS PUMPING OPERATIONS
�jiW" L e- DB 15653 PG 1539 EST 25 TONS CONTRACTOR SHALL SUBMIT TO CITY OF RALEIGH PUBLIC
SSMH 5-2 BM 218 02 609 EST 40 SY GEO UTILITIES DEPARTMENT CORPUD A DETAILED BYPASS PUMPING
RIM=301,92 1841902957 � 62. ( )
INV=294,02 ,yam UT 7' TO DUNN CREEK PLAN, SEALED BY A PROFESSIONAL ENGINEER LICENSED IN
?�•y� PROPOSED 20LF /5 DR35
ti�y'a1.s, PVC GRAVITY SEWER v a F F NORTH CAROLINA FOR REVIEW AND APPROVAL PRIOR TO START
MATCH EXISTING SLOPE OF BYPASS AND CONSTRUCTION OF THE PROPOSED SANITARY
RIM=307,23
E °:9� CEN ERED ON STREAM INV=295.13 SEWER. BYPASS SYSTEM SHALL BE DESIGNED TO HANDLE PEAK
" �90$:;r E-- , SEE NOTE 2 f / FLOWS SHOWN IN THE TABLE ABOVE. THE CONTRACTOR SHALL
BZ ` F ° ASPHALT
\ 2 s� _ / ' /' SECURE PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE
Soo-yR Fyo �E 1°o /� �� ,�� PROVIDED FLOW INFORMATION. PUMPING OPERATIONS MUST BE
_ Z�$' e� MONITORED 24-HOURS A DAY FOR EACH DAY OF OPERATION BY
W
— C 4 1 — / ��� QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR
4 0264.4,
rB�Te FAILURES. 100o REDUNDANCY IS REQUIRED FOR PUMPING
DUNN CREW / '� \ F ° OPERATIONS. BACK UP PUMPS SHALL BE SIZED TO HANDLE PEAK
EXISTING 30' TOWF TB TB TB
SANITARY SEWER EASEMENT 9 /� 9 • R FLOWS AND SHALL BE CONNECTED TO THE BYPASS FORCE MAIN
BM 1998, PG. 1730-1731 c9 c gZ �e F re — — ° g ° TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY
0� w lr PUMPS.
rn\
nAn J
0-51
lR FORMERLY
KE FOI
0- F
15' oc 1�u R _LOOD
v'v 41 N "O
CONNECT TO EXISTING 15"GRAVITY
SANITARY SEWER WITH /5" MJ DI
LONG BODY SOLID SLEEVE
SEE NOTE 2
KE`YSTE
/3 RETAINI
NOW OR FORMERLY RIP RAP EMBANKMENT —
TOWN OF WAKE FOREST PROTECTION
DB 15653 PG 1539 SEE DETAIL 10
BM 2012 PG 1213 SHEET CD-9
PIN° 1851013279 EST 100 TONS
ESJ
c
\�� T +/-INV =
�0 * 299.06
T +/-INV =
t 295.60
o�N
YUa 1'
o F
TALL TRAFFIC
ARING TRENCH
AI 8" HDPE
DRAIN
ALL PROPOSED SEWER PIPE SHALL BE INSTALLED, TESTED, AND
ACCEPTED BY THE CITY OF RALEIGH INSPECTOR PRIOR TO
PLACING INTO SERVICE
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH CITY OF RALEIGH AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING SANITARY SEWER
RELATIVE TO PROPOSED ADJACENT DRAINAGE
STRUCTURE(S) PRIOR TO CONSTRUCTION AND
REPORT TO ENGINEER. IF SEPARATION IS AT
LEAST 18"3 NO SANITARY SEWER WORK IS
REQUIRED. IF SEPARATION IS LESS THAN
18If, INSTALL 16 LF 24" ENCASEMENT AND
20 LF 15" PVC SANITARY SEWER, CENTERED
ON CROSSING, AS SHOWN.
arf OF Ra..eK31•l - PLANB AUTH101I FOR CONI TMUCrIOM
Plans for the proposed use have been reviewed for general
compliance with applicable codes, This limited review, and
authorization for construction is not to be considered to
represent total compliance with oil legal requirements for
development and construction. The properly owner, design
consultants, and contractors ore each responsible for
compliance with all applicable City, State and Federal lows.
This specific authorization below is not a permit, nor shall
ft be construed to permit any violation of City, State or
Federal Low. All Construction must be in accordance with
oil Local. Stole, and Federal Rules and Regulations.
Electronic Approval: This approval is being issued
electronically, This approval is valid only upon the signature
of a City of Raleigh Review Officer below. The City will
retain a copy of the approved pions. Any work authorized
by this approval must proceed in accordance with the
plans kept on file with the City, This electronic approval
may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
City of Raleigh Review Officer
PREPARED IN THE OFFICE OFo
HORIZ PRoJECTo
. 20 0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 UTILITY PLAN INCOMPLETE PLANS PHASE 3
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 300 WEST MORGAN STREET, SUITE 1500 00 NOT MM MR air AcnuwrwH
DURHAM, NORTH CAROLINA27701 AND PROFILE PRELIMINARY PLANS Cp
This document, together with the concepts and designs presented herein, as aUM FOR instrument of services is Klmley�))Horn PHONE: [phone] MW uCOMMMc� VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2019
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER° SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc., 2019 SEAL 01 131 104 1 UC-5

O
O
9
LIT ' S9' TO Ts 6 �� S 3' 12" 49.00' E
CLASS IP RAP 231•1Q"
DUNN CREEK �y - �� T S TLET OTECTION
E 211 TO 2 @ 36 RCP - IV-
81 u A EST 435 SY 0 BURIED 6
7,� CO STRUCT FADE SLI
110l TO TOP ELEV = 322.0ITFTB TB TB� P OPOSED l6LF„ l TO PROMOTE CONVEY
�ZENCASEMENT BY OPEN �—U oboi TH oUGH PIPE ;
CE T RED ON CROSSING t�,� _O SHE - 5
TB � -
- MP
3 — 3
IV
S
8 VCP
— —
EiHSTIN6-20'IpRF — — —
81IFF
4 I P 7
SSMH 6-3 TB TB
Z,�S RIM=309,21 SPECIAL CfX7E TB I CH
9pdZV INV IN=300,91 060 AT
CLASS R A
dINV OUT=299.31 —SS - E DETAIL80�A x x � RIM= 2.32 62 TONS O TB
I 4' METAL FENCE ISCH G MANHOLE INV IN 304,22 EST 1137 SY GEO •' �
I SSMH 6-2 INV 0 = gZ CLASS 11 RIP RA
_ LET P
CONNECT TO EXISTING SSMH , 6-2 S a' S 46.oa•w 4re8 . EST 105 sEST r cEo �e
CONSTRUCTIFALSE SUMP � e 2 7
TO TOP ELEV = 313.0 PROPOSED 250LF 8" DR35
TO PROMOTE CONVEYANCE I PVC GRAVITY SEWER
THROUGH PPE (REPLACE IN PLACE)
SEE DETAIL 5
SHEET CD-9 TOE PROTECTION PROPOSED 16LF /6" CLASS II R C
I EST 15 SY PSR ENCASEMENT BY OPEN CUT OUTLET PRO ETION
TON
SEE DETAIL 2 CENTERED ON CROSSING EST 167 SY GEO
N/F CONNECT TO EXISTING SSMH 6—I
/Q
1zle
UT "S11" TO
DUNN CREEK
TOf OTECTION
EST 44 SY PSRM 2 La48 RCP - IV
SEE DETA"I �\ OBURIED 6"
6MH 6-1
M=319.�
V IN=3 ,50
V-OUT=g308.30
CHRIS I OPHER &
KIMBERLY GAITO 2 @ 60' CP - IV SPECIAL LATERAL 'V' D CH
DB 16327 PG 2567 BURIED I' W/ CLASS B RIPRAP
I BM 2014 PG 610 N/F N/F SUCTION MANHOLE SEE DETAIL 4
PIN° 1841913108 I JOAN & BRYAN FALVEY PULTE HOME CORP SSMH 6-1 EST 45 TONS
DB 16326 PG 75 DB 16272 PG 1977 N/F
BM 2014 PG 609 BM 2014 PG 609 DOUGLAS & Y, EST 100 SY GEO /
PIN* 1841913206 f PIN° 1841913304 KAREN MERRITT
DB 16182 PG 2233 RYAN & KATE TYLER N/F /
1 BM 2014 PG 609 DB 16496 PG 2210 GERALD &
PIN° 1841913402 BM 2014 PG 609 i Al IRA rRFFNWnnfl
.jg O Bz , /2
NOW It ORMERLY
TOWN OF WA FOREST
DB 15653 P 539
BM 2014 PG 6
D60 Tg�� PIN" 1841902957
�T.��� TB
\ F
�Y
Tg
l g
�T
\?i TB
\• ro �1' W
C � I X
114
N/F
TRADITIONS NC, LLC / �Q
NAD3/N �
A 2011
PROPOSED BYPASS PUMPING REQUIREMENTS
SUCTION MH
DISCHARGE MH
SEWER INSTALLED
PEAK FLOW
20 LF 8" SS AND
SSMH 6-1
SSMH 6-2
16 LF 16" CASING
755 GPM
NOTE: PEAK FLOW IS BASED ON PIPE FLOWING COMPLETELY FULL
AT EXISTING SLOPES.
BYPASS PUMPING OPERATIONS
CONTRACTOR SHALL SUBMIT TO CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT (CORPUD) A DETAILED BYPASS PUMPING
PLAN, SEALED BY A PROFESSIONAL ENGINEER LICENSED IN
NORTH CAROLINA FOR REVIEW AND APPROVAL PRIOR TO START
OF BYPASS AND CONSTRUCTION OF THE PROPOSED SANITARY
SEWER. BYPASS SYSTEM SHALL BE DESIGNED TO HANDLE PEAK
FLOWS SHOWN IN THE TABLE ABOVE. THE CONTRACTOR SHALL
SECURE PUMPS FROM A PUMP SUPPLIER ACCORDING TO THE
PROVIDED FLOW INFORMATION. PUMPING OPERATIONS MUST BE
MONITORED 24-HOURS A DAY FOR EACH DAY OF OPERATION BY
QUALIFIED PERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR
FAILURES. 100% REDUNDANCY IS REQUIRED FOR PUMPING
OPERATIONS. BACK UP PUMPS SHALL BE SIZED TO HANDLE PEAK
FLOWS AND SHALL BE CONNECTED TO THE BYPASS FORCE MAIN
TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY
PUMPS.
ALL PROPOSED SEWER PIPE SHALL BE INSTALLED, TESTED, AND
ACCEPTED BY THE CITY OF RALEIGH INSPECTOR PRIOR TO
PLACING INTO SERVICE
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH CITY OF RALEIGH AND/OR NCDOT
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING SANITARY SEWER
RELATIVE TO ADJACENT DRAINAGE
STRUCTURE(S) PRIOR TO CONSTRUCTION.
HORIZ PROJECTo
20 0 40
INCOMPLETE PLANS
00 NOT LIM I= R/• ACWMTWN
PRELIMINARY PLANS VERT
00 MW M MR oOMMILI T10N
2 0 4
JOB NUMBER°
SEAL
cm of R&SW - PL IM AUniOWM FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general
compliance with applicable codes, This limited review, and
authorization for construction is not to be considered to
represent total compliance with oil legal requirements for
development and construction. The properly owner, design
consultants, and contractors ore each responsible for
compliance with all applicable City, State and Federal lows.
This specific authorization below is not a permit, nor shall
ft be construed to permit any violation of City, State or
Federal Low. All Construction must be in accordance with
oil Local. Stole, and Federal Rules and Regulations.
Electronic Approval: This approval is being issued
electronically, This approval is valid only upon the signature
of a City of Raleigh Review Officer below. The City will
retain a copy of the approved pions. Any work authorized
by this approval must proceed in accordance with the
plans kept on file with the City, This electronic approval
may not be edited once issued. Any modification to this
approval once issued will invalidate this approval.
City of Raleigh Development Approval
City of Raleigh Review Officer
DUNN CREEK GREENWAY
PHASE 3
01 131 1041
SHEET NUMBER°
UC-6

GENERAL NOTES
Cm
3
C
L
Y
L
C
C
Z
SPECIFICATION
1. CURRENT EDITION OF THE AASHTO LRFD GUIDE SPECIFICATIONS FOR PEDESTRIAN
BRIDGES,NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BICYCLE FACILITIES
PLANNING AND DESIGN GUIDELINES,NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STRUCTURES DESIGN MANUAL,NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS,AND THE INCORPORATED PROJECT SPECIAL PROVISIONS.
2. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
3. FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
4. FOR SUMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
5. FOR GROUT STRUCTURES, SEE SPECIAL PROVISIONS.
6. FOR PREFABRICATED PEDESTRIAN BRIDGE,SEE SPECIAL PROVISIONS.
7. FOR TIMBER BOARDWALK, SEE SPECIAL PROVISIONS.
8.
FOR
PRECAST CONCRETE BOARDWALK,SEE
SPECIAL PROVISIONS.
9.
FOR
STRUCTURAL STANDARD NOTES, REFER
TO SHEET S-16.
MATERIAL AND WORKMANSHIP
1. PROVIDE ALL MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES,2018 EDITION, UNLESS OTHERWISE SPECIFIED ON THE
PLANS OR IN THE SPECIAL PROVISIONS.
DESIGN DATA
1. UNIFORM PEDESTRIAN LIVE LOAD --------------- 90 PSF
2. VEHICULAR LIVE LOAD -------------------------- AASHTO H-5
3. WIND LOAD ------------------------------------- PER AASHTO
4. WATER LOAD ------------------------------------ PER AASHTO
STREAM VELOCITIES:
A. STRUCTURE 1*1:7.2 FEET/SEC
B. STRUCTURE #2:4.0 FEET/SEC
C. STRUCTURE #3:9.7 FEET/SEC
5. SEISMIC LOAD ---------------------------------- PER AASHTO
6. TEMPERATURE LOAD ----------------------------- PER AASHTO
WATER ELEVATIONS
1. THE WATER ELEVATIONS SHOWN IN THE PLANS ARE FOR INFORMATION ONLY AND THE
ACTUAL WATER ELEVATION DURING CONSTRUCTION MAY VARY DEPENDING ON WEATHER
CONDITIONS AND SEASONAL FLUCTUATIONS.
2. THE GROUND WATER ELEVATIONS,AS DETERMINED DURING GEOTECHNICAL BORINGS,FOR
STRUCTURES #1 & #2 ARE AS FOLLOWS:
A. STRUCTURE #1
i. BEGIN BRIDGE: 261.5 FEET
H. END BRIDGE: 261.9 FEET
B. STRUCTURE #2
i. BEGIN BRIDGE: 270.1 FEET
H. END BRIDGE: NO MEASUREMENT
3. ADDITIONAL PAYMENT FOR DEWATERING WILL NOT BE ALLOWED.CONTRACTOR SHALL
INCLUDE COST IN INCIDENTAL ITEMS.
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
FOUNDATIONS
1. FOR FOUNDATION RECOMMENDATIONS AND DESIGN INFORMATION, REFER TO THE
FALCON ENGINEERING GEOTECHNICAL REPORT DATED DECEMBER 6,2017.
2. STRUCTURE #1
A. FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
B. GALVANIZED HP PILES AT END BENTS 1 & 2 ARE DESIGNED FOR A FACTORED
RESISTANCE OF 30 TONS PER PILE.
C. DRIVE GALVANIZED HP PILES AT END BENTS 1 & 2 TO A REQUIRED DRIVING
RESISTANCE OF 65 TONS PER PILE.
D. PILE LENGTHS ARE ANTICIPATED TO BE ON THE ORDER OF 20'TO 25.
E. IT HAS BEEN ESTIMATED THAT A HAMMER WITH AN EQUIVALENT RATED ENERGY
IN THE RANGE OF 10,000 TO 20,000 FT.-LBS. WILL BE REQUIRED TO DRIVE STEEL PILES.
THIS ESTIMATED ENERGY RANGE DOES NOT RELEASE THE CONTRACTOR FROM
PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUB ARTICLE 450.3(D)(S)OF
THE STANDARD SPECIFICATIONS.
3. STRUCTURE #2
A. FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
B. TIMBER PILES AT ALL BENTS ARE DESIGNED FOR A FACTORED RESISTANCE OF
10 TONS PER PILE.
C. DRIVE TIMBER PILES AT ALL BENTS TO A REQUIRED DRIVING RESISTANCE OF
25 TONS PER PILE.
D. PILE EXCAVATION IS REQUIRED TO INSTALL PILES AT END BENTS 1 & 2 AND BENTS
1 &2. SEE TIMBER PILE REQUIREMENTS TABLE FOR EXCAVATION REQUIREMENTS
AND ESTIMATED PILE LENGTHS.
E. FOR PILE EXCAVATION,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
F. CONCRETE (CLASS A)OR GROUT (TYPE 1)PER STANDARD SPECIFICATIONS IS REQUIRED
TO FILL ALL PILE EXCAVATIONS.
G. IT HAS BEEN ESTIMATED THAT A HAMMER WITH AN EQUIVALENT RATED ENERGY
IN THE RANGE OF 2,500 TO 5,000 FT.-LBS. WILL BE REQUIRED TO DRIVE TIMBER PILES.
THIS ESTIMATED ENERGY RANGE DOES NOT RELEASE THE CONTRACTOR FROM
PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUB ARTICLE 450.3(D)(S)OF
THE STANDARD SPECIFICATIONS.
H. TIMBER PILES SHALL HAVE A MINIMUM TIP DIAMETER OF 8".
4. STRUCTURE 1*3
A. FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
B. GALVANIZED HP PILES AT END BENT 1 AND BENT 1 ARE DESIGNED FOR A
FACTORED RESISTANCE OF 25 TONS PER PILE.
C. DRIVE GALVANIZED HP PILES AT END BENT 1 AND BENT 1 TO A REQUIRED
DRIVING RESISTANCE OF 55 TONS PER PILE.
D. PILE LENGTHS ARE ANTICIPATED TO BE ON THE ORDER OF 8' TO 18'.
E. PILE EXCAVATION MAY BE REQUIRED FOR BENT 1. IF PILES CANNOT BE DRIVEN
TO THE REQUIRED EMBEDMENT, PILE EXCAVATION SHALL EXTEND A MINIMUM
OF 4' INTO WEATHERED ROCK/ROCK OR AT LEAST 14'OF TOTAL EMBEDMENT,
WHICHEVER OCCURS FIRST.
F. TIMBER PILES AT END BENT 2 ARE DESIGNED FOR A FACTORED RESISTANCE
OF 10 TONS PER PILE.
G. DRIVE TIMBER PILES AT END BENT 2 TO A REQUIRED DRIVING RESISTANCE
OF 25 TONS PER PILE.
H. PILE EXCAVATION IS REQUIRED TO INSTALL PILES AT END BENT 2. SEE TIMBER
PILE REQUIREMENTS TABLE FOR EXCAVATION REQUIREMENTS AND
ESTIMATED PILE LENGTHS.
I. FOR PILE EXCAVATION,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
J. CONCRETE (CLASS A) OR GROUT (TYPE 1) PER STANDARD SPECIFICATIONS IS
REQUIRED TO FILL ALL PILE EXCAVATIONS.
K. IT HAS BEEN ESTIMATED THAT A HAMMER WITH AN EQUIVALENT RATED ENERGY
IN THE RANGE OF 2,500 TO 5,000 FT.-LBS. WILL BE REQUIRED TO DRIVE TIMBER PILES.
THIS ESTIMATED ENERGY RANGE DOES NOT RELEASE THE CONTRACTOR FROM
PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUB ARTICLE 450.3(D)(S)OF
THE STANDARD SPECIFICATIONS.
L. IT HAS BEEN ESTIMATED THAT A HAMMER WITH AN EQUIVALENT RATED ENERGY
IN THE RANGE OF 10,000 TO 20,000 FT.-LBS. WILL BE REQUIRED TO DRIVE STEEL PILES.
THIS ESTIMATED ENERGY RANGE DOES NOT RELEASE THE CONTRACTOR FROM
PROVIDING DRIVING EQUIPMENT IN ACCORDANCE WITH SUB ARTICLE 450.3(D)(S)OF
THE STANDARD SPECIFICATIONS.
M. TIMBER PILES SHALL HAVE A MINIMUM TIP
DIAMETER OF 8".
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TIMBER
PILE
REQUIREMENTS
STRUCTURE
ESTIMATED
BOTTOM
OF
PILE
PILE
LENGTH
EXCAVATION
ELEVATION
END BENT
1 - 8'
TO
12'
END BENT
1 -
267.0'
#2
BENT 1 &
2 - 10'
TO
14'
BENT 1 &
2 -
268.5'
END BENT
2 - 8'
TO
12'
END BENT
2 -
270.0'
#3
END BENT
2 - 12'
TO
16'
END BENT
2 -
279.0'
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimley)))Horn
WAKE
COUNTY
STATION: N/A
SHEET I OF 3
TOWN OF WAKEFOREST
DUNN CREEK GREENWAY
PHASE III
GENERAL NOTES
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NO. BY:
This document, to elher..rilh the eoneepts and designs presented herein, as on
mstrumenl of service& s mtendetl only for the sccec�lic purcose and client for Cl
which It was prepared. Reuse of and mproper reliance of this document without u
written Oulhari=atlOn on(Reuse adoption by Kimleyy-Horn and Associates, Inc, shall be
without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc.. 2023 2
REVISIONS
DATE: I N0. BY: I DATE:
SHEET NO.
S-1
TOTAL
SHEETS
15

GENERAL NOTES
CAST -IN -PLACE CONCRETE
PREFABRICATED PEDESTRIAN BRIDGE SUBSTRUCTURE,CONTo
STRUCTURAL TIMBER AND LUMBER
1.
ALL CONCRETE SHALL BE CLASS A, UNLESS NOTED OTHERWISE.
STRUCTURE 1*3:
1.
ALL STRUCTURAL FRAMING, DECKING, NAILERS, AND PEDESTRIAN RAIL COMPONENTS SHALL
BE PRESSURE TREATED SOUTHERN PINE SURFACE DRY (S4S)WITH A MOISTURE
2.
CONCRETE WORK SHALL FOLLOW THE PROVISIONS OF SECTION 420 OF THE
A. VERTICAL LOADS:
CONTENT OF 19% OR LESS,MEETING THE REQUIREMENTS OF SECTION 1082 OF THE STANDARD
STANDARD SPECIFICATIONS.
DEAD LOAD ------------------------------------------ 8,000 LBS
SPECIFICATIONS, UNLESS NOTED OTHERWISE.
UNIFORM LIVE LOAD------------------------------- 10,150 LBS
3.
CHAMFER ALL EXPOSED EDGES %4'; UNLESS OTHERWISE NOTED.
VEHICLE LOAD------------------------------------- 5,000 LBS
2.
ALL TIMBER PILES SHALL BE SOUTHERN PINE CONFORMING TO ASTM D25.
WIND UPLIFT -------------------------------------- -2,550 LBS
WIND---------------------------------------------- ±2,900 LBS
3.
TIMBER AND LUMBER SHALL BE TREATED WITH WATERBORNE PRESERVATIVES (CCA OR ACO) IN
PREFABRICATED
PEDESTRIAN BRIDGE SUPERSTRUCTURE
BUOYANCY ------------------------------------------- 4,000 LBS
ACCORDANCE WITH AWPA STANDARD U1, COMMODITY SPECIFICATION A, TO THE REQUIREMENTS OF
THE FOLLOWING USE CATEGORIES:
1.
PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE,ANCHOR BOLTS,AND
B. LATERAL LOADS:
A. PILES:UC4C
BEARING PADS SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER BASED
WIND --------------------------------------------- 5,400 LBS
B. BACKWALLS, WINGWALLS, CAP BEAMS AND STRINGERS: UC4B
UPON THE SPECIFIED DESIGN CRITERIA IN THE PLANS AND THE INCORPORATED
STREAM FLOW-------------------------------------7,600 LBS
C. DECKING, PEDESTRIAN RAILING COMPONENTS, ALL OTHER LUMBER: UC3B
PROJECT SPECIAL PROVISIONS.THE PREFABRICATED PEDESTRIAN
BRIDGE SUPERSTRUCTURE PLANS AND CALCULATIONS SHALL BE SIGNED AND
C. LONGITUDINAL LOADS:
4.
EACH DECKING MEMBER SHALL BE INSTALLED BARK SIDE UP TO PREVENT CUPPING.
SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH
TEMPERATURE ------------------------------------- 2,400 LBS
CAROLINA. PLANS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND
5.
MAXIMUM SPACING OF DECKING MEMBERS SHALL BE
APPROVAL.THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE
2.
PEDESTRIAN BRIDGE BENTS AND END BENT DETAILS SHALL BE COORDINATED WITH
CALCULATIONS SHALL INCLUDE A SUMMARY OF REACTIONS FOR BENTS AND
THE PREFABRICATED PEDESTRIAN BRIDGE PLANS, TO BE PROVIDED BY THE
6.
ALL VERTICAL MEMBERS SHALL BE PLUMB.
END BENTS.THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE
PREFABRICATED PEDESTRIAN BRIDGE MANUFACTURER. NOTIFY ENGINEER IMMEDIATELY
FABRICATION SHALL NOT BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED.
IF CONFLICTS ARE IDENTIFIED. CONSTRUCTION OF THE BENTS AND END BENTS
7.
ALL SAW CUTS, BOLT HOLES, AND OTHER HOLES SHALL BE TREATED WITH APPROPRIATE
SHALL NOT BEGIN UNTIL SUPERSTRUCTURE SHOP DRAWINGS ARE APPROVED AND
PRESERVATION SOLUTION PRIOR TO INSTALLING BOLTS.
2.
PREFABRICATED PEDESTRIAN BRIDGE SHALL BE A STEEL PRATT TYPE TRUSS,
ALL CONFLICTS RESOLVED.
ARCHED SIMILAR TO CONTECH CAPSTONE MODEL.
8.
UNLESS NOTED OTHERWISE, MECHANICAL WOOD CONNECTIONS SHALL BE INSTALLED PER
3.
REINFORCEMENT IN CAP MAY BE SHIFTED TO CLEAR ANCHOR BOLTS.
MANUFACTURER RECOMMENDATIONS, WITH ALL FASTENER HOLES FULLY POPULATED.
3.
THE BRIDGE CLEAR PATH WIDTH SHALL BE 10'-0"AND SHALL BE MEASURED
BETWEEN THE INSIDE FACES OF SAFETY RAILING ELEMENTS.
4.
THE TOP SURFACE OF BENT AND END BENT CAPS, EXCEPT AT BRIDGE SEAT
9.
ALL CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.
BUILD-UPS AND BOARDWALK SEAT, SHALL BE SLOPED LONGITUDINALLY AT
4.
SAFETY RAILING SYSTEM SHALL BE A MINIMUM OF 4'-6"ABOVE THE
A MINIMUM RATE OF 2% AS SHOWN ON THE PLANS.
10.
ALL FASTENERS, CONNECTORS AND BOLTS SHALL BE HOT -DIP GALVANIZED AND CONFORM
TOP OF BRIDGE DECK.
TO ASTM F3125 GRADE A325,WITH NUTS CONFORMING TO ASTM A563 AND WASHERS CONFORMING
5.
END BENT BACKWALL SHALL BE PLACED AFTER BRIDGE HAS BEEN ERECTED.
TO ASTM F436,UNLESS NOTED OTHERWISE.
5.
ALL STRUCTURAL STEEL FOR PREFABRICATED PEDESTRIAN BRIDGE SHALL
TOP OF BACKWALL SHALL FOLLOW BRIDGE DECK GRADE.
BE WEATHERING STEEL AND SHALL CONFORM TO NCDOT STANDARD SPECIFICATIONS
11.
ALL BOLTED CONNECTIONS SHALL INCLUDE OVERSIZED OGEE WASHERS INSTALLED BETWEEN
AND PREFABRICATED PEDESTRIAN BRIDGE SPECIAL PROVISION.
6.
THE TOP SURFACE OF THE BENTS AND END BENTS SHALL BE CURED IN
THE WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT.
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS,EXCEPT THAT THE
A. ALL STRUCTURAL STEEL TUBE SHAPES SHALL CONFORM TO ASTM A847.
MEMBRANE CURING COMPOUND METHOD SHALL NOT BE USED.
12.
ATTACH BLOCKING TO JOIST USING TWO (2)1*12 x 5"HOT-DIP GALVANIZED WOOD SCREWS,
B. ALL STRUCTURAL STEEL CHANNEL AND ANGLES SHALL CONFORM TO ASTM A588.
CONFORMING TO ASTM A153,AT EACH SIDE OF BLOCKING. PREDRILL AS REQUIRED TO AVOID
C. ALL OTHER STEEL PLATES, SHAPES AND BARS SHALL CONFORM TO ASTM A588.
7.
APPLY AN EPDXY PROTECTIVE COATING TO THE TOP SURFACE OF THE BENTS
SPLITTING.
D. ALL ANCHOR BOLTS SHALL BE GALVANIZED AND SHALL CONFORM TO ASTM A499.
AND END BENTS, EXCEPT UNDER BEARINGS AND BOARDWALK SILL PLATES.
ALL HIGH STRENGTH BOLTS SHALL BE WEATHERING STEEL AND CONFORM TO
PAYMENT FOR THE EPDXY PROTECTIVE COATING SHALL BE INCLUDED IN THE
13.
ATTACH FLOOR DECKING TO EACH JOIST USING TWO (2)#12 X 5"HOT-DIP GALVANIZED
ASTM F3125 GRADE A325.WASHERS & NUTS SHALL MATCH FINISH OF BOLT.
LUMP SUM PAY ITEMS FOR EACH STRUCTURE.
WOOD SCREWS, CONFORMING TO ASTM A153,AT EACH JOIST. PREDRILL AS REQUIRED TO
AVOID SPLITTING.
6.
ALL STRUCTURAL STEEL WELDS SHALL CONFORM TO THE LATEST PROVISIONS OF THE
8.
END BENT BACKWALL SHALL BE PLACED PRIOR TO APPLICATION OF EPDXY
STRUCTURAL WELDING CODE, ANSI/AWS D1.1.ALL WELDERS SHALL BE QUALIFIED IN
PROTECTIVE COATING.
14.
ATTACH SIDE RAIL TO POST USING TWO (2), AND TOP RAIL TO POST USING FOUR
ACCORDANCE WITH THE ABOVE AWS CODE.
WO OAVOIDESPLI CONFORMING TO ASTM A153, AT
APPROACH
RAILINGS
EACHBPOST.1/P'REDRIDLLPASALVANIZED REQUIRED
7. SPLICES,IF REQUIRED FOR THE PREFABRICATED PEDESTRIAN BRIDGE SUPERSTRUCTURE,
SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS, AND NECESSARY CALCULATIONS
PROVIDED.
8. WEEP HOLES SHALL BE PROVIDED FOR DRAINAGE OF BRIDGE TUBULAR MEMBERS, AND SHALL
BE CLEARLY NOTED ON THE SHOP DRAWINGS.
9. THE BRIDGE DECK SHALL BE REINFORCED CAST -IN -PLACE CONCRETE.
PREFABRICATED PEDESTRIAN BRIDGE SUBSTRUCTURE
THE SUBSTRUCTURE DESIGN WAS BASED UPON THE INFORMATION AVAILABLE FROM THE
PREFABRICATED PEDESTRIAN BRIDGE MANUFACTURERS. ALL REACTIONS ARE ALLOWABLE
LOADS. VERTICAL REACTIONS SHOWN ARE PER BASE PLATE (4 PER BRIDGE). POSITIVE
REACTIONS ARE DOWNWARD AND NEGATIVE REACTIONS ARE UPWARD. LATERAL AND
LONGITUDINAL REACTIONS SHOWN ARE PER BENT (2 PER BRIDGE). LOADS CANNOT BE
BE EXCEEDED WITHOUT APPROVAL BY THE ENGINEER SEALING THESE BRIDGE PLANS.
IF LOADS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER SEALING THESE PLANS
IMMEDIATEEY AND PRIOR TO FABRICATION SO THAT LOADS CAN BE REVIEWED AND
PLAN DETAILS REVISITED.
STRUCTURE 11:
A. VERTICAL LOADS:
DEAD LOAD -------------------------------------------
11,000
LBS
UNIFORM LIVE LOAD---------------------------------
13,500
LBS
VEHICLE LOAD -----------------------------------------
5,000
LBS
WIND UPLIFT----------------------------------------
-3,400
LBS
WIND -------------------------------------------------
±3,90 0
LBS
BUOYANCY --------------------------------------------
-5,000
LBS
B. LATERAL LOADS:
WIND------------------------------------------------7,200 LBS
STREAM FLOW --------------------------------------- 6,400 LBS
C. LONGITUDINAL LOADS:
TEMPERATURE----------------------------------------3,200 LBS
0
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
1. APPROACH RAILINGS SHALL BE PROVIDED AT EACH CORNER OF THE BRIDGE AS
SHOWN ON THE PLANS,AND PER PREFABRICATED PEDESTRIAN BRIDGE SPECIAL
PROVISIONS.
CABLE STRANDS FOR PEDESTRIAN RAILS
1. CABLE STRANDS SHALL BE 1/8-DIAMETER 1x19 TYPE 316 STAINLESS STEEL.
2. END ANCHORAGES SHALL BE AS SHOWN ON THE PLANS AND SHALL BE ANCHORED
ON BACK SIDE OF POST.
3. CABLES SHALL BE TENSIONED USING TURNBUCKLE ASSEMBLY. TENSION CABLES
TO A MAXIMUM LOAD OF 50 POUNDS. INITIAL TENSION SHALL PREVENT SAGGING
UNDER SELF WEIGHT OF CABLE.
4. BARRIER CABLES THAT PASS THROUGH A HOLE IN THEIR ANCHORAGE SHALL
HAVE THE HOLE SEALED TO PREVENT WATER FROM FOLLOWING THE PATH OF
THE BARRIER CABLE TO THE ANCHORAGE.
5. INSTALL TOP RAIL, RUB RAIL, AND SIDE RAIL PRIOR TO INSTALLATION OF CABLES.
6. CONTACT ENGINEER IF RAIL POST EXPERIENCES EXCESSIVE DEFLECTION DURING
CABLE INSTALLATION.
15. ALL LONGITUDINAL RAILING MEMBERS SHALL SPAN A MINIMUM OF TWO RAIL POST SPACINGS.
16. ATTACH POST TO EXTERIOR JOIST USING TWO (2) %- 0 HEX BOLTS WITH WASHER AND
NUT AT POST. PREDRILL AS REQUIRED TO AVOID SPLITTING.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimlev)))Horn
WAKE
COUNTY
STATION: N/A
SHEET 2 OF 3
TOWN OF WAKEFOREST
DUNN CREEK GREENWAY
PHASE III
GENERAL NOTES
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
N0. BY;
This document, lagelher..rilh the eoneepts and designs presented herein, as an
instrument of service& s mtendeal only for the sccec�lic purcose and client for Cl
which It was prepared. Reuse of and mproper relionce of this document without u
wrltlen Oulhar�=a(ipn on(Reuse adoption by Kimley-Horn and Associates, Inc. shall be
without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc.. 2023 (J5J
REVISIONS
DATE: I N0. BY; I DATE:
SHEET NO.
S-2
TOTAL
SHEETS
15

v
GENERAL NOTES
PRECAST CONCRETE BOARDWALK
1. PRECAST CONCRETE BOARDWALK SUPERSTRUCTURE,SUBSTRUCTURE,CONNECTIONS,
ANCHOR BOLTS, AND BEARING PADS SHALL BE DESIGNED BY THE CONTRACTOR'S
ENGINEER BASED UPON THE SPECIFIED DESIGN CRITERIA IN THE PLANS AND THE
INCORPORATED PROJECT SPECIAL PROVISIONS.THE PRECAST CONCRETE
BOARDWALK PLANS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA.PLANS AND
CALCULATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. THE PRECAST
CONCRETE BOARDWALK PLANS AND CALCULATIONS SHALL INCLUDE A SUMMARY OF PILE
REACTIONS.PRECAST CONCRETE BOARDWALK FABRICATION SHALL NOT BEGIN UNTIL
ALL APPROVALS HAVE BEEN RECEIVED.
2. THE BOARDWALK CLEAR PATH WIDTH SHALL BE 10'-0"AND SHALL BE MEASURED
BETWEEN THE INSIDE FACES OF RAILING ELEMENTS.
3. PEDESTRIAN RAILING SHALL BE A MINIMUM OF 4'-6"ABOVE THE TOP OF PRECAST
CONCRETE BOARDWALK DECK.
4. THE MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE 4,000 PSI
MEASURED AT 28-DAYS.
5. CONNECTIONS FOR THE PRECAST CONCRETE BOARDWALK SHALL BE DESIGNED
FOR THE APPROPRIATE LATERAL AND UPLIFT FORCES BASED UPON THE SPECIFIED
DESIGN CRITERIA IN THE PLANS AND INCORPORATED PROJECT SPECIAL PROVISIONS.
6. ALL FASTENERS, CONNECTORS AND BOLTS SHALL BE HOT -DIP GALVANIZED AND
CONFORM TO ASTM F3125 GRADE A325,WITH NUTS CONFORMING TO ASTM A563 AND
WASHERS CONFORMING TO ASTM F436,UNLESS NOTED OTHERWISE.
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
TOTAL BILL OF MATERIALS
TIMBER
BOARDWALK 1
PREFABRICATED
STEEL PEDESTRIAN
BRIDGE2
RIP RAP
CLASS II
(2'-0"THICK)
GEOTEXTILE
FOR DRAINAGE
BID ALTERNATE #1
PRECAST CONCRETE
BOARDWALK WITH
METAL RAILING3
BID ALTERNATE #2
PRECAST CONCRETE
BOARDWALK WITH
TIMBER RAILING4
LUMP SUM
LUMP SUM
TONS
S.Y.
LUMP SUM
LUMP SUM
STRUCTURE #1 - 10+60.00 -L1-
N/A
LUMP SUM
69
76
N/A
N/A
STRUCTURE #2 - 13+10.00 -L1-
LUMP SUM
N/A
61
67
LUMP SUM
LUMP SUM
STRUCTURE #3 - 22+71.67 -L2-
LUMP SUM
LUMP SUM
99
109
LUMP SUM
LUMP SUM
TOTAL
229
252
1 LUMP SUM PAY ITEMS FOR TIMBER BOARDWALK SHALL INCLUDE LABOR, MATERIALS, EQUIPMENT,
DELIVERY AND OTHER INCIDENTALS NECESSARY FOR THE TIMBER BOARDWALK, APPROACH SLABS,
APPROACH RAILING, PILE EXCAVATION (IN SOIL AND ROCK), DEWATERING, ETC.
2 LUMP SUM PAY ITEMS FOR PREFABRICATED STEEL PEDESTRIAN BRIDGE SHALL INCLUDE ALL
ENGINEERING, LABOR,MATERIALS, EQUIPMENT, DELIVERY, AND OTHER INCIDENTALS NECESSARY
FOR THE PREFABRICATED STEEL PRATT TRUSS PEDESTRIAN BRIDGE, CAST -IN -PLACE CONCRETE
SUBSTRUCTURE, PILES, BEARING PADS, ANCHOR BOLTS, APPROACH SLABS, APPROACH RAILINGS,
PILE EXCAVATION (IN SOIL AND ROCK), DEWATERING, EPDXY PROTECTIVE COATING, ETC.
3 BID ALTERNATE #1 SHALL BE FOR THE SUBSTITUTION OF TIMBER BOARDWALK WITH PRECAST CONCRETE
BOARDWALK WITH METAL RAILING FOR THE REFERENCED STRUCTURES. LUMP SUM PAY ITEMS FOR PRECAST
CONCRETE BOARDWALK WITH METAL RAILINGS SHALL INCLUDE ALL ENGINEERING, LABOR, MATERIALS,
EQUIPMENT, DELIVERY AND OTHER INCIDENTALS NECESSARY FOR THE PRECAST CONCRETE BOARDWALK, METAL
AND CABLE RAILING SYSTEM, BEARING PADS, ANCHOR BOLTS, APPROACH SLABS, APPROACH RAILINGS, PILE
EXCAVATION (IN SOIL AND ROCK), DEWATERING, ETC.
4 BID ALTERNATE #2 SHALL BE FOR THE SUBSTITUTION OF TIMBER BOARDWALK WITH PRECAST CONCRETE
BOARDWALK WITH TIMBER RAILING FOR THE REFERENCED STRUCTURES. LUMP SUM PAY ITEMS FOR PRECAST
CONCRETE BOARDWALK WITH TIMBER RAILINGS SHALL INCLUDE ALL ENGINEERING, LABOR, MATERIALS,
EQUIPMENT,DELIVERY AND OTHER INCIDENTALS NECESSARY FOR THE PRECAST CONCRETE BOARDWALK,
TIMBER AND CABLE RAILING SYSTEM, BEARING PADS, ANCHOR BOLTS, APPROACH SLABS, APPROACH RAILINGS,
PILE EXCAVATION (IN SOIL AND ROCK), DEWATERING, ETC.
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimley)))Horn
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
WAKE
STATION:
SHEET 3 OF 3
N/A
COUNTY
TOWN OF WAKEFOREST
DUNN CREEK GREENWAY
PHASE III
GENERAL NOTES
REVISIONS II SHEET NO. I
N0. BY; DATE: N0. BY; DATE: S - 3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
This document, together. with the concepts and designs presented herein, as an
instrument of services. s intended only for the specific ourcose and client for Cl
which it was prepared. with
of and mproper reliance of this document without u
written authorization and adoption by Kimleyy Morn and Associates, Inc. shall be
without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023 L
TOTAL
SHEETS
15

WIi
Zvi
Q 1 ,
1
� ► 1
m ►
� 1 j
z; ►
Y' ►
1 t' CARD NAB CR
J � EST LQNE
STRUCTURE 41
STRUCTURE #2
1 \ 1
' I
♦ I ♦
I ♦
1 �
v'
0
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEVEWO ST
STATION:
N/A
TY
TOWN OF WAKEFOREST
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimlev)))Horn
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NC
This dxumenl, lagelher..rilh the concepts and designs presented herein, as on
instrument of service& s intended only for the sccec�lic purcose and client for Lf�!
which R was prepp00red. Reuse of and mproper reiance 01 this dxumenlwithoutwritten outhorizoU n and od.ption by Kimleyy Morn ontl ASSOCioleS, Inc, shell be
without liability to Kimley—Horn and Associates,Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023
DUNN CREEK GREENWAY
PHASE III
STRUCTURE LOCATIONS
REVISIONS
BY; I DATE: I N0. BY; I DATE:
SHEET NO.
S-4
TOTAL
SHEETS
15

275
270
265
►.•

285
:a
275
270

300
295
290
MOW
:a

NOTES
EL. A
(TYP.)
0
Mi
7,-0"
5'-0"
14'-0"
5'-0"
7,-0"
I - I I r MTI r
BRIDGE BENT PLAN
14,-n"
lJ P1L V /-%I V 1LLU
HP 12x53 PILE
(TYP.)
A
BRIDGE BENT ELEVATION
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
Y
J
Q
0
a ANCHOR BOLTS
- - m
lk
i-
Ld
D
#4 S1
(A
4-#7 B2
Ld
#5 B3 (EA. FACE)
(A
2
cn
(TYP.)
#5 B3 (EA. FACE)
#5 B3 (EA. FACE)
#4 U3
PON
C
1 (TYP.)
31 & #4 S2
1) 0
U2 OR #4 U3
'. EA. END)
2-#7 B1
3"HIGH BB.-
2-#7 V1-
VIEW B-B
**REFER TO PREFABRICATED PEDESTRIAN BRIDGE PLANS (BY
OTHERS)FOR ANCHOR BOLT PLACEMENT, EMBEDMENT, AND
DETAILS,AND FOR DIMENSIONS NOT SHOWN.
FOR TIMBER BOARDWALK TO BRIDGE BENT CONNECTION SEE
SHEET 3 OF 5.
3'-0"
11" 7" , 1'-6"
I
14
GO
i#4 U1
— #4 S2
SLOPE 2% (TYP.
BTWN. BRIDGE SEATS)
-#4 B4
— 4-#4 B6 2 4" CTS.
OVER PILES
#4 B5 00
CD
ti
I
I yl
L#4 S7 \-2-#
10" ,
CAP & PILES
I
SECTION A -A
+r A I IA
I
I
I
iL
I I I
I I
I I
I I
I
#4 U2
90% PLANS
DO NOT USE FOR CONSTRUCTION
NOTE:
TIMBER BOARDWALK TO BRIDGE
CONNECTION NOT SHOWN FOR
CLARITY.
WAKE
COUNTY
STATION: N/A
SHEET I OF 5
TOWN OF WAKEFOREST
Kimley)))Horn
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
N0. BY;
SUBSTRUCTURE
BRIDGE BENT DETAILS
REVISIONS
DATE: I N0. BY; I DATE:
SHEET NO
S-8
TOTAL
SHEETS
15
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
This document, together. with the concepts and designs presented herein, as an
instrument of services. s intended only for the specific ourcose and client for p2z
which it was prepared. with
of and mproper reliance of this document withoutwritten authorization and adoption by Kimleyy Morn and Associates, Inc, shall be
without liability to Kimley—Horn and Associates,Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023

1'-0"
7,-0"
7,-0"
1'-0"
NOTES
EL. A �I
(TYP.)
0
( I YH.)
8'_0„
END BENT PLAN
1 11 1L ^-0-0 1 1 L-
(
TYP.)END BENT ELEVATION
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
8'_0„
0
I
rn
J5 (TYP.)
S4 & #4 S5
D.)
TYP.
ILES)
C.
P.)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
**REFER TO PREFABRICATED PEDESTRIAN BRIDGE PLANS (BY
OTHERS)FOR ANCHOR BOLT PLACEMENT, EMBEDMENT AND DETAILS,
AND FOR DIMENSIONS NOT SHOWN.
DETAIL A
"4 B10
115 B9 (EA. FACE)
2" CLR.
(TYP.)
#5 B9 (EA. FACE)
115 B9 (EA. FACE)
3'-0"
1'-0"
2'-0"
----- ---- L15-----
#4 --ANCHOR BOLTS
-
I '#4 S5
I I
, I
I
I �
I �
I
#4 S4
���-
#4 B12 Q 4" CTS.
OVER PILES
#4 B11 00
0
I
N
I
2-#7 B7
2-#7 V1 M 2-#7 B7
10"Vi -V
3" HIGH B.B.
#4 S7
I
CAP & PILES
a"E
NOTE:
CONCRETE COLLAR NOT
SHOWN FOR CLARITY.
SECTION A -A
DETAIL A
90% PLANS
DO NOT USE FOR CONSTRUCTION
''% SLOPE
4IN.)
ELEVATION A
J
WAKE
COUNTY
STATION: N/A
SHEET 2 OF 5
TOWN OF WAKEFOREST
Kimlev)))Horn I
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NO. BY:
This document, together. with the concepts and designs presented herein, as an
instrument of services. s intended only for the specific ourcose and client for Cl
which it was prepared. with
of and mproper reliance of this document without u
written authorization and adoption by Kimleyy-Horn and Associates, Inc. shall be
without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023 121
SUBSTRUCTURE
BRIDGE BENT DETAILS
REVISIONS
DATE: I N0. BY: I DATE:
SHEET NO
S-9
TOTAL
SHEETS
15

NOTES
C1
v'
3
C
L
Y
L
C
C
0
#4 V3
#4 V3
(EA. FACE)
r T 1 I r- A (' r
BRIDGE END BENT WING PLAN
2,-0"
5'-0"
3i A I In
BRIDGE END BENT WING ELEVATION
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
#4 V2
TOP
TIME
GALV. L6x4x5/6,
6" LENGTH
��
#4 V2�
(EA. FACE) _
STRINGER
2x8 SILL PLATE
ADHESIVE
ANCHOR
'OP OF DECK OF
'REFABRICATED WEATHERING
ITEEL PRATT TRUSS
')UPERSTRUCTURE
I
j� CAP & PILES
I
NOTES:
1. BENT CAP REINF. NOT SHOWN FOR CLARITY.
BRIDGE BENT SECTION
(6) #6x1�/2"
GALV. WOOD
a a SCREW (TYP.)
0 0
o
5 %2"
H►
(MIN.)
#6x11/2„
GALV. W(
SCREWS
GALV. L6x4x
LLV 6" LENG
BRIDGE
BENT CAP
BRIDGE
BENT CAP
c�TnTnlr�rn
SECTION A -A
NOTES:
1. SINGLE STRINGER SHOWN. CONNECTIONS SIMILAR FOR EACH STRINGER.
2.ANGLES TO BE PLACED ON INTERIOR FACE OF EXTERIOR STRINGERS.
3. DECKING, BLOCKING, BRIDGE, AND BENT CAP REINF. NOT SHOWN FOR CLARITY.
TIMBER BOARDWALK TO BRIDGE
BENT CONNECTION
**REFER TO PREFABRICATED PEDESTRIAN BRIDGE AND PRECAST
CONCRETE BOARDWALK PLANS (BY OTHERS)FOR ANCHOR BOLT
PLACEMENT AND DETAILS,AND FOR DIMENSIONS NOT SHOWN OR
REQUIRING VERIFICATION BY THE PREFABRICATED BRIDGE
ENGINEER.
ADHESIVE ANCHOR SYSTEM SHALL HAVE A MINIMUM PULLOUT
STRENGTH (ALLOWABLE) OF 10 KIPS. THE ADHESIVE ANCHOR
SYSTEM SHALL BE CHOSEN FROM THOSE ON THE NCDOT
APPROVED PRODUCTS LIST.
FOR SETTING ANCHOR BOLTS,THE CONTRACTOR SHALL USE AN
ADHESIVE BONDING SYSTEM. SEE ADHESIVELY ANCHORED BOLTS
SPECIAL PROVISION. LEVEL ONE FIELD TESTING OF BONDING
IS REQUIRED.
PRECAST
TREAD (T'
PRECAST CONC.
ELASTOMERI,
PAD BY OTHI
3OLT
BRIDGE
BENT CAP
PRECAST CONCRETE BOARDWALK TO
BRIDGE BENT CONNECTION
2x8 SILL PLATE
BRIDGE
BENT CAP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimley)))Horn
WAKE
STATION:
SHEET 3 OF 5
N/A
COUNTY
TOWN OF WAKEFOREST
SUBSTRUCTURE
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NO. BY:
This document, together. with the concepts and designs presented herein, as an
mstru lent of service& s mtendetl only for the sececi is oureose and client for Cl
which it was prepared. with
of and mproper reliance of this document without u
written authorization and adoption by Kim ley -Horn and Associates, Inc. shall be
without liability to Kimley—Horn and
ASSOcio1es, Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023 2
BRIDGE BENT DETAILS
REVISIONS
DATE: I N0. BY: I DATE:
SHEET NO.
S-10
TOTAL
SHEETS
15

01
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
4x
BE
AN
2" MAX.
5'-0"
1 1 / "t-X /-AI %/ C'Trr1
TYPICAL APPROACH RAIL ELEVATION
NOTE:
APPROACH RAIL SHOWN AT BOARDWALK.SIMILAR AT
BRIDGES FOR STRUCTURES #1 AND #30
TYPICAL APPROACH RAIL PLAN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
WAKE
STATION:
SHEET 4 OF 5
N/A
COUNTY
TOWN OF WAKEFOREST
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimley)))Horn
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NC
This document, together. with the concepts and designs presented herein, as an
instrument of services. s intended only for the sececilic purpose and client for Cl
which R was prepared. with
of and mproper reliance of this document without u
written oulhoriZation and adoption by Kimleyy Morn and Associates, Inc. shall be
without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023 -e
SUBSTRUCTURE
BRIDGE BENT DETAILS
REVISIONS
BY; I DATE: I N0. BY; I DATE:
SHEET NO.
S-11
TOTAL
SHEETS
15

BILL OF MATERIAL - PILES
STRUCTURE #1
TOTAL LENGTH
PILE EXCAVTION
PILE TYPE
NO.
(L IN. FT.)
IN SOIL
(L IN. FT.)
END BENT 1
HP 12x53
2
50
END BENT 2
HP 12x53
2
50
STRUCTURE #2
TOTAL LENGTH
PILE EXCAVTION
PILE TYPE
NO.*
(L IN. FT.)
IN SOIL
(L IN. FT.)
END BENT 1
8"DIA. TIMBER
3
36
24
BENT 1
8" DIA. TIMBER
2
28
13
BENT 2
8" DIA. TIMBER
2
28
13
END BENT 2
8" DIA. TIMBER
3
36
15
STRUCTURE #3
TOTAL LENGTH
PILE EXCAVTION
PILE TYPE
NO.*
(L IN. FT.)
IN SOIL
(L IN. FT.)
END BENT 1
HP 12x53
2
36
8
BENT 1
HP 12x53
2
36
8
END BENT 2
18"DIA.TIMBERI
3
1 48
1 30
NUMBER OF TIMBER PILES SHOWN AT EACH END BENT LOCATION
DOES NOT INCLUDE WING WALL TIMBER PILES,SEE TIMBER
BOARDWALK DETAIL SHEET.
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
10"
HK.
8"
U5
2'-7"
U4
2'-2"
U3
2'-5"
U2
1'-8"
U1
BAR TYPES
13'-8" B2 10"
15'-8" B8 HK.
O
o
00
v
Ln
rA
N
2,-8„ 4 V2" HK.
(TYP.)
O
1' — 3„
O
600 O
Q`
1,-8
W.
ALL BAR DIMENSIONS ARE OUT -TO -OUT.
BILL OF MATERIAL
BILL OF MATERIAL
FOR ONE BRIDGE BENT
(1 REQ'D)
FOR ONE END BENT
(3 REQ'D)
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
B1
4
7
STR
13'=8"
112
B'7
4
7
STR
15'=8"
128
B2
4
7
1
15'-4"
125
B8
4
7
1
17'-4"
142
B3
6
5
STR
13'-8"
86
B9
6
5
1 STR
15'-8"
98
B4
3
4
STR
13'-8"
27
B10
4
4
STR
15'-8"
42
B5
4
4
STR
2'-8"
7
B11
5
4
STR
2'-8"
9
B6
4
4
STR
13'-8"
37
B12
4
4
STR
15'-8"
42
U1
15
4
2
3'-0"
30
U5
17
4
2
4'-4"
49
U2
4
4
2
5'-5"
14
U3
2
4
2
5'-2"
7
S4
15
4
3
8'-4"
84
U4
4
4
2
5'-7"
15
S5
15
4
4
3'-5"
34
S6
2
4
3
8'-4"
11
S1
13
4
3
8'-0"
69
S7
4
4
5
6'-6"
17
S2
13
4
4
3'-5"
30
S3
2
4
3
8'-0"
11
V1
4
7
6
3'-0"
25
S7
4
4
5
6'-6"
17
V2
24
4
1 STR
3'-6"
56
V3
8
4
STR
2'-7"
14
V1
4
7
6
3'-0"
25
H1
20
4
STR
6'-8"
89
REINFORCING STEEL LBS. 612
H2
8
4
7
5'-4"
29
CLASS A CONCRETE C. Y. 5.0
REINFORCING STEEL LBS. 869
CLASS A CONCRETE C. Y. 7.0
WAKE
COUNTY
STATION: N/A
SHEET 5 OF 5
TOWN OF WAKEFOREST
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimlew>>Horn I
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NO. BY:
SUBSTRUCTURE
BRIDGE BENT DETAILS
REVISIONS
DATE: I N0. BY: I DATE:
SHEET NO.
S-12
TOTAL
SHEETS
15
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
This document, lagelher..rilh the concepts and designs presented herein, as an
instrument of service& s intended only for the sccec�lic purcose and client for Cl
which it was prepared. Reuse of and mproper reliance of this document without u
written Oulhar�=a(ipn on(Reuse adoption by Kimleyy Morn and Associates, Inc, shall be
without liability to Kimley—Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023 L

01
J
PEDESI
RAIL (
10x10 x 14'-0"
CAP BEAM
4x12 x 14'-C
BACKWALL
8" (?j TT BF —'I,
PILE (TYP.)
I
7,-0„ j 7,-0„
TIMBER BOARDWALK END BENT PLAN
1 n'-n" CI R_
NOTE:WINGWALL NOT SHOWN FOR CLARITY
TIMBER BOARDWALK END BENT ELEVATION
0
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
DESTRIAN
AIL (TYP.)
'0 x 18"G)
OLT, CAP B
ILING (TY1
la
8" 0
TIMBER
PILE (TYP.)
f
DECKING
STRINGER
C END BENT 8�4„ !� BEGIN OR END
& CAP BEAM BOARDWALK
I.0 END BENT PILES
I! j REINF. CONC.
APPROACH SLAB
6x6-W2.9xW2.9 WWF
3/4„ !I 7j2" ! AT MIDDEPTH
z
x x x x x
NOTES
STRINGER TO CAP BEAM CLIP SHALL BE:
1. SIMPSON STRONG TIE LTS12
2. USP TIE RT4
3.OR APPROVED EQUAL
CAP BEAM TO PILING STRAP SHALLBE:
1. SIMPSON MSTA12 FLAT STRAP
2. USP MSTA12 FLAT STRAP
3.OR APPROVED EQUAL
TIMBER PILES SHALL HAVE MINIMUM TIP DIAMETER OF 8". --
I—
I
I'
I 6" COMPACTED
I, ABC BASE APPROX.NATURAL
COURSE GROUND LINE
!j--------- ---------------
O
I o ^
z =
O -
1 FILTER APPROX. NATURAL -
FABRIC GROUND LINE
\ ►��� 4x12 BACKWALL ATTACH TO
8" 0 TIMBER PILE (TYP.)
—BOTTOM OF CAP
2x6 CROSS
FRAME (TYP .)
PILES, CAP AND STRINGERS I I I I USING OD NAILS --
7 NA %/ 0 GALV. HEX
—8"0 TIMBER PILE THRU BOLT WITH
REGULAR ASHER
'/g" (Zl GALV. HEX THRU BOLT &� NUT (TYP.)
CLASS II RIP RAP WITH REGULAR WASTER, NUT NOTE:
AND 6x6 SPACER
IF H EQUALS OR EXCEEDS 5 FT, CROSS
SECTION A- A FRAME DETAIL SHALL BE USED AT BENT.
CROSS FRAME DETAIL
1 n'-n" CI R-
TIMBER BOARDWALK BENT ELEVATION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
APPROX. NAT
GROUND LIN
1Ox10 x 11'-2"
CAP BEAM
cFr,TTr N1
FINISHED
GRADE LEVEL
=ABRIC
�4x12 WINGWALL, ATTACH TO
PILES,CAP AND STRINGERS
USING 70D NAILS
R—R
WAKE
STATION:
SHEET 1 OF 2
TOWN
N/A
WAKE
COUNTY
FOREST
SUBSTRUCTURE
TIMBER BOARDWALK DETAILS
Kimley)))Horn
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NO. BY:
This document, together. with the concepts and designs presented herein, as an
instrument of services. s intended only for the sececilic oureose and client for Cl
which R was prepared. with
of and mproper reliance of this document without u
written authorization and adoption by Kim ley -Horn and Associates, Inc. shall be
without liability to Kimley-Horn and ASSOctayes, Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023 (J5J
REVISIONS
DATE: I N0. BY: I DATE:
SHEET NO
S-13
TOTAL
SHEETS
15

E0.
BOARDWALK B"'T
CONTROL LINE
THREADED ROD
TURNBUCKLE
ASSEMBLY (TYP.)
BEGIN OR END
BOARDWALK
2x12 BLOCKING
(TYP.)
W.P.
1Ox10 x 14'-O" END
CAP BEAM
E0.
T nr'1 M A TI
/te n AIT TAII Ini Ir I / // nt
IJLUL�) I K1iAIN K/AiL LLLVA 11UIN
E0. E0.
W.P.
�4x6 BLOCK j
BETWEEN
POST AND
STRINGER
(TYP.)
4x12 x 12'-0"
STRINGERS,LAPPED AT
INTERIOR (TYP.)
BEGIN OR END
BRIDGE/BEGIN OR
END BOARDWALK
BOARDWALK BENT
CONTROL LINE
B" 0 GALV. HEX THRU BOLTS
'H REGULAR WASHERS (TYP.)
4x12 x 1'-6"
SPLICE BLOCK
AT EXTERIOR
(TYP.)
!� BENT CONTROL LINE
I
I
I
I
I
I
I
I
PEDESTRIAN RAIL!
(TYP.) I
i
CAP BEAM
(TYP.)
TIMBER BOARDWALK DECK FRAMING PLAN
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
C BOARDWALK
& C BRIDGE
W.P.
3x8 DECKING
(TYP.)
BRIDGE BENT
BOARDWALK BENT
CONTROL LINE
2x8 COMPOS
RUB RAIL
6x6 RAIL POST
2 5'-0"MAX.
2x6 S
RAIL
C\
n -1 n Tnr) r) A TI
5'-0" 5'-0"
L/\1L uL.u"-1\11VV
(TYP.)
4'-10"
7 STRINGERS
4'-10"
TYPICAL SECTION THROUGH MIDSPAN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PEDESTRIAN RAIL
(TYP.)
90% PLANS
DO NOT USE FOR CONSTRUCTION
WAKE
STATION:
SHEET 2 OF 2
N/A
COUNTY
TOWN OF WAKEFOREST
SUPERSTRUCTURE
TIMBER BOARDWALK DETAILS
Kimley)))Horn
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
NO. BY:
This document, together. with the concepts and designs presented herein, as an
instrument of services. s intended only for the sececilic purpose and client for Cl
which R was prepared. with
of and mproper reliance of this document without u
written oulhoriZation and adoption by Kimleyy-Horn and Associates, Inc. shall be
without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc.. 2023 LJSJ
REVISIONS
DATE: I N0. BY: I DATE:
SHEET NO
S-14
TOTAL
SHEETS
15

NOTES
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I
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PLATE,RUB RAIL AND ANCHOR
BOLTS NOT SHOWN FOR CLARITY.
PREFABRICATED PEDESTRIAN BRIDGE DETAILS SHOWN FOR AESTHETIC
REQUIREMENT ONLY AND MINIMUM LAYOUT REQUIREMENTS. CONTRACTOR'S
ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN AND DETAIL OF THE
SUPERSTRUCTURE.
a
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PEDESTRIAN
Kimley)))HornBRIDGE
DETAILS
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
REVISIONS
SHEET NO.
Phone [phone] NC LICENSE#
DRAWN BY: J.I. KIMBLE DATE: 07/2023
F-0102
S-15
No.
BY:
DATE:
No.
BY:
DATE:
N
7 CHECKED BY: A. L. PHILL IPS DATE: 07/2023
This document, together. with the concepts and designs presented herein, as on
DOCUMENT NOT CONSIDERED FINAL .hh instrument as'prepared Reuse intended
ElYmpropererelicnce Oaths docu G l^wilhOul
G�1
_SS
�/�//-77J!
TOTAL
SHEETS
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
rritten outhor,7a[U n and adaptian b Kimleyy-Horn and Associates, Inc. shall be
UNLESS ALL SIGNATURES COMPLETED without liability l0 Kimley-Horn and yA530ciO1es, Inc.
15
�j
/dL
Copyright Kimley-Horn and Associates, Inc.. 2023

NOTES
v
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C PILE
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PRECAST CONC.
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PRECAST CONCRETE BOARDWALK BENT
ELEVATION WITH GALVANIZED POST
DRAWN BY: J. I. KIMBLE DATE: 07/2023
CHECKED BY: A. L. PHILLIPS DATE: 07/2023
DESIGN ENGINEER OF RECORD: C. T. POOLE DATE: 07/2023
* *REFER TO PRECAST CONCRETE BOARDWALK SYSTEM PLANS
(BY OTHERS)FOR ANCHOR BOLT PLACEMENT AND DETAILS, AND
FOR DIMENSIONS NOT SHOWN.
I
I
I
END BENT PILE &
ANCHOR BOLT
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I
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NOTES:
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TYPICAL TREAD TO BEAM CONNECTION
GALV. STEEL POST
& TOP RAIL WITH
GALV.CABLE STRANDS
(TYP.)
PRECAST CONC.
BEAM (TYP.)
PRECAST CONC.
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(TYP.)
PRECAST CONC.
CAP (TYP.)
8" 0 TIMBER
PILE (TYP.)
PRECAST CONCRETE BOARDWALK BENT
ELEVATION WITH TIMBER POST
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2'-O" CLASS II
RIP RAP
!�- BEGIN OR END
I BOARDWALK
PRECAST
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6x6-W2.9xW2.9 WWF
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TIMBER PILE
NOTES:
RAILING NOT SHOWN FOR CLARITY.
ABUTMENT TO PILE CONNECTION
TIMBER POST WITH GALV.
CABLE STRANDS (TYP.)
CONNECTION BY
OTHERS
(TYP.)
90% PLANS
DO NOT USE FOR CONSTRUCTION
Kimlev)))Horn
WAKE
STATION:
TOWN
COUNTY
N/A
OF WAKE FOREST
PRECAST CONCRETE
BOARDWALK DETAILS
421 Fayetteville Street, Suite 600
Raleigh, NC 27601-1772
Phone [phone] NC LICENSE #
F-0102
[N;O. BY:
This document, lagelher..rilh the eoncepts and designs presented herein, as an
instrument of service& s mtendeal only for the sccec�fic purcose and client for which R was prepp00red. Reuse of and mproper reliance of this document withoutwritten authorization and adoption by Kimley-Horn and Associates, Inc. shall be
ithout liability to Kimley-Horn and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc.. 2023
REVISIONS
DATE: I N0. BY: I DATE:
SHEET NO.
S-15A
TOTAL
SHEETS
15

DESIGN DATA-
SPECIFICATIONS - - - - - - - - - - - - - - - - - A.A.S.H.T.O. (CURRENT)
LIVE LOAD - - - - - - - - - - - - - - - - - - - - SEE PLANS
IMPACT ALLOWANCE - - - - - - - - - - - - - - - - SEE A.A.S.H.T.O.
STRESS IN EXTREME FIBER OF
STRUCTURAL STEEL - AASHTO M270 GRADE 36 - - 20,000 LBS. PER SO. IN.
- AASHTO M270 GRADE 50W - - 27,000 LBS. PER SO. IN.
- AASHTO M270 GRADE 50 - - 27,000 LBS. PER SO. IN.
REINFORCING STEEL IN TENSION - GRADE 60 - - -
CONCRETE IN COMPRESSION - - - - - - - - - - - -
CONCRETE IN SHEAR - - - - - - - - - - - - - - - -
STRUCTURAL TIMBER - TREATED OR UNTREATED
EXTREME FIBER STRESS - --
COMPRESSION PERPENDICULAR TO GRAIN
OF TIMBER - - - - -
EQUIVALENT FLUID PRESSURE OF EARTH - - - - -
MATERIAL AND WORKMANSHIP-
24,000 LBS. PER SO. IN.
1,200 LBS. PER SO. IN.
SEE A.A.S.H.T.O.
1,800 LBS. PER SQ. IN.
375 LBS. PER SO. IN.
30 LBS. PER CU. FT.
(MINIMUM)
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2018 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES"OF THE
N.C.DEPARTMENT OF TRANSPORTATION.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED.
CONCRETE -
UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
CONCRETE CHAMFERS -
UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED 3/4"WITH THE FOLLOWING EXCEPTIONS:
TOP CORNERS OF CURBS MAY BE ROUNDED TO 11/2"RADIUS WHICH IS BUILT
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDED WITH A 1/4"FINISHING TOOL UNLESS OTHERWISE REQUIRED
ON PLANS;AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4"RADIUS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
DOWELS:
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL
BE EMBEDDED AT LEAST 12"INTO THE OLD CONCRETE AND GROUTED INTO
PLACE WITH 1:2 CEMENT MORTAR.
STANDARD NOTES
ALLOWANCE FOR DEAD LOAD DEFLECTION. SETTLEMENT,
ETC. IN CASTING SUPERSTRUCTURES -
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION,VERTICAL CURVE ORDINATE,AND
ACTUAL BEAM CAMBER.
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
FALSEWORK OR FORMS IS STARTED.
REINFORCING STEEL -
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
STRUCTURAL STEEL -
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8-0 SHEAR STUDS FOR THE
3/4"0 STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
THE RATE OF 3 - %" 0 STUDS FOR 4 - %4" 0 STUDS, AND STUD SPACING CHANGES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8"0 STUDS
ALONG THE BEAM AS SHOWN FOR 3/4" 0 STUDS BASED ON THE RATIO OF 3 - 7/8" 0
STUDS FOR 4 - 3/4" 0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0".
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/6"IN THICKNESS AND
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2"OR A THICKNESS
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE".
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY %16INCH OR
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
OR METALLIZING.
HANDRAILS AND POSTS -
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB,UNLESS OTHERWISE SHOWN
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON -UNIFORM COLORING WILL
NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
SPECIAL NOTES -
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
SPECIFICATIONS ARTICLE 105-4.
REV. 6-16-95 EEM (✓) RGW REV. 5-7-03 RWW (✓) JTE REV. 10-1-11 MAA (✓) GM
REV. 8-16-99 RWW (✓l LES REV. 5-1-06 TLA (✓) GM REV. 12-17 MAA (✓) THC
STD. NO. SN

O
O
I
N
N
ti
DUNK CREEK GREENWAY PH ///
GREENWAY AND MULTI -USE PATH
CROSS SECTION INDEX
Ll DUNN CREEK GREENWAY X -2 THRU X -5
L2 DUNK CREEK GREENWAY X 6 THRU X -//
L3- DUNN CREEK GREENWAY X -12 THRU X -19
L4 DUNN CREEK GREENWAY X -20 THRU X -24
Yl - MULTI -USE PATH ALONG WAIT AVE X -25 THRU X -27
PREPARED IN THE OFFICE OFo ���I,QR����� PROJECTo
� ; �oa�pFESS/pN°oq
NC LICENSE #F-0102 = SEAL = DUNN CREEK GREENWAY
REV. No.: REVISION° DATE° DRAWN BYe CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 CROSS SECTION INDEX _ _ NOT TO SCALE PHASE 3
RALEIGH, NORTH CAROLINA 27601 0 048986
This document, together with the concepts and designs presented herein, as an instrument of services is Klmley�))Horn PHONE: [phone]
intended only for the specific purpose and client for which it was prepared. Reuse of and improper ��46�N��Q`�Q
Cog NUMBER° SHEET NUMBER°
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. 2023 '�
shall be without liability to Kimley-Horn and Associates, Inc. ��Q
Copyright Kimley-Horn and Associates, Inc., 2023 iii 0 1 13 1 104 1 X—
aaC

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