HomeMy WebLinkAbout20200237 Ver 1_2-P05187_Construction_Drawings_Alamance_20200214CONTRACT SHEET
1 of 97
CITY OF GREENSBORO
PROJECT NO. P-05187
G & DISTURBED
ENGINEERIN INSPECTIONS DEPARTMENT
AREA = 11.0
ACRES
ENGINEERING DIVISION MUS 7-
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WATER ............8,120............... L.F. X $1.50 = $............ �............
PROJECT NO. P05187
SEWER .......................... L.F. X $1.50 = $ ...........................
RDWY...................................... L.F. X $1.50 = $ ............................
BEFORE YOU DIG!
TOTAL.............................................................. $............ �............. CONTACT ONE -CALL CENTER
❑ ROADWAY TO BE PRIVATELY INSPECTED 1-800-632-4949 OR '811'
CONTRACT 2011 111111111111111111111067 1
DATE FEES RECEIVED BY CITY OF GREENSBORO ..............................
STANDARD TOPO SYMBOLS
ALAMANC CHURCH ROAD IM ROV M NTS CITY OF GREENSBORO
ENGINEERING DESIGN DIVISION
Existing Manhole 1/8" (labeled) ............................ O
Proposed Manhole 1/8.........................................
Telecommunications Manhole 1/8" (labeled) .................. 0
Exist. Curb Inlet 5/32"-5/64.................................
Prop. Curb Inlet 5/32"-5/64.................................. m
Telephone Booth 3/16"-5/16"❑Q
.................................
Exist. Telephone Or Power Pole 3/32..........................
Prop. Telephone Or Power Pole 3/32........................... All
�O CEO co
City Of Greensboro Signal Pole 3/32" (labeled) .............. ® COG
Q
JBEGIN PROJECT ���, z
Guy Wire 3/32................................................ v
Exist. Hydrant 3/32 .......................................... 0
P05187
oJ� -L- STA. 10+75.00
Prop. Hydrant 3/32".........................................
c�
pj �t�; _ ] Ov z
�
Water Valve 3/32" (labeled) .................................
X l �
�
Traffic Engineering Signal Box 5/64"........................ ❑COG
♦. O
Gas Valve 3/32...............................................
Grate or Drop Inlet (D.I.) 3/32.............................. �
PATTpN
Double Grate or Drop Inlet (2G1-D.I.) 3/32..............................
Proposed Catch Basin .......................................
O
Right Of Way Monument 3/32...................................
�
'AQ
Iron Pipe 3/64............................................... o EIP
.\ Y3-
FcT
Meter 5/64................................................... 19
Electrical Outlet 5/64" (labeled) ........................... ELECT.
INDEX OF SHEETS
O
Telecommunications Box Or Pedestal 5/64" (labeled)......... ❑O
TYPICAL SECTIONS........................................................... TS-1 TO TS-3
�.� 0
Exist. Precise Traverse Point 7/64" (labeled) ............... -�-PTP
18" Or Less Tree 1/4" (labeled) 10'
PLAN/PROFILE SHEETS - ALAMANCE CHURCH ROAD ...... F-1 TO F-9
`\��.�
q�q qN� Q
.............................
Over 20" Tree 5/16" (labeled) ............................... '
PLAN/PROFILE SHEET - BRISTOL ROAD ........................................ F-10
�J�FP�'
C;" 1
F,y �'.
1
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Shrub 5/32................................................... �.
PLAN/PROFILE SHEET - WILLOW ROAD .......................................... F-11
Mo"'M
�oo�R J' .:
Clean Out 1/16"-1/32" (labeled) ............................ ❑C.o.
.......................................................................
PROFILE SHEET ... ....... F-12
O '��
� �,.,•,.,..%/� A � •
Light Pole 3/32" labeled ............ ®L'GT
PIPE PROFILE SHEETS........................................................... K-1 TO K-5
- o ���,.,, 4U
Wheelchair Ramp (City Of Greensboro Std. #418).............. wca
DRAINAGE SUMMARY SHEETS..........................................DS-1 TO DS-7
49
\�''�,.;�
Control Of Access Line 5/16 ..................................
WET POND DETAILS .................................................... BMP-1 TO BMP-3
co� �°j Y o
0
Exist. Water Line (labeled)................................. W
RETAINING WALL ENVELOPES ...................................... RW-1 TO RW-2
,•,
�'�.,., S OH 00
Prop. Water Line (labeled).................................. W
PAVEMENT MARKING PLANS ..................................... PMP-1 TO PMP-7
'�L.,\ �w m
Exist. Sanitary Sewer (labeled)............................. �SS-
EROSION CONTROL PLANS AND DETAILS .................... EC-1 TO EC-5
TRAFFIC CONTROL PLANS AND DETAILS ................ TMP-1 TO TMP-6
� �'. W� z
?•�. W O
0u O 0
U N
Prop. Sanitary Sewer (labeled) .............................. �
Exist. Right Of Way .........................................
'`�..�.
SIGNING PLANS ....................................................... SIGN-1 TO SIGN-14
`,. r� 2'
Proposed Margin ............................................. — - - —
UTILITY CONSTRUCTION PLANS .... UC-1 TO UC-13�
Q� �.� Al
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Easement (labeled) ..........................................
cV N �.�•�
�
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Temporary Construction Easement ............................. E
Exist. Dirt Street
�M �.� \ END PROJECT
03
..........................................Of
` 4F P05187
OJT �
� �v. �,.,.,,., -L- STA. 95+90.00
Exist. Pavment..............................................
.� �.
44) �� r
Exist. Curb (labeled) ....................................... — — — — —
Stantec
�O �Q 14 `�.�\
�� SRF \��\ `�
Exist. Curb & Gutter (labeled) .............................. — — — — —
Prop. Curb & Gutter (shaded & labeled) ......................
13
Pam/
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SurveyLine .................................................
Stantec Consulting Services Inc.
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OR
Slope Line .................................................. — F— —
801 Jones Franklin Road
9
Center Line ................................................. _
Suite 300
Raleigh, NC 27606
< ��OG��
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Exist. Storm Sewer (labeled) ................................ _ SD. _
Prop. Storm Sewer
Tel. (919) 851-6866
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A CuJJ��v
(labeled) ................................. o
Gas Line
Fax. (919) 851-7024
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(labeled) .......................................... G
www.stantec.com
License No. F-0672
RRD
Transmission Line & Tower ...................................
�®
Q� MOO
ACK
BL� Z S
Underground Telecommunication Cable (labeled) .............. T
�0 Q 0
Underground Power Line ...................................... P
SUNGATE DESIGN GROUP, P.A.
OC) O
w
Fence (labeled) ............................................. x
v
Railroad ....................................................
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
ZO
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O
Bridge (Prop. Solid & Exist. Broken) ........................
Box Culvert (Prop. Solid & Exist. Broken) ...................
TEL (919) 859-2243
Guard Rail ..................................................
ENG FIRM LICENSE NO. C-890
Hedges Or Bushes (labeled) .................................. ��-
WoodsLine ..................................................
��— Exist. House ................................................ 1 SBD
VICINITY MAP SCALE: 1 - 500 2001
Temporary Silt Fencee ................N .
500 250 0 500 Erosion Control Device COG Std. No. 215 & 432 .............
BID DATE: D E C E M B E R 19 , 2 019 ()
GENERAL NOTES:
2018 SPECIFICATIONS
EFFECTIVE: 01 -1 6-201 8
REVISED:
GRADING AND SURFACING OR RESURFACING AND WIDENING:
CLEARING:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
PROPER TIE-IN.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD II.
SUPERELEVATION:
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
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.
SUBSURFACE DRAINS:
SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT
LOCATIONS DIRECTED BY THE ENGINEER.
DRIVEWAYS:
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH COG STD. 416, 416A, & 416B
AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER
STREET TYPE COMMERCIAL DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COG STD 416B USING THE RADII SHOWN ON THE PLANS.
STREET TURNOUT:
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING
THE RADII NOTED ON PLANS.
UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE
CITY OF GREENSBORO - WATER & SEWER
CITY OF GREENSBORO - TRAFFIC SIGNALS
DUKE ENERGY - ELECTRIC
PIEDMONT NATURAL GAS - GAS
AT&T - TELECOMMUNICATIONS
EFF . 01 -1 6-201 8
REV.
2018 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear 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.
TITLE
DIVISION
2 - EARTHWORK
200.02
Method of Clearing - Method II
225.02
Guide for Grading Subgrade - Secondary and Local
225.04
Method of Obtaining Superelevation - Two Lane Pavement
DIVISION
3 - PIPE CULVERTS
300.01
Method of Pipe Installation
310.02
Parallel Pipe End Section - Precast Concrete Section for 15" to 24" Pipe
310.03
Cross Pipe End Section - Precast Concrete Section for 18" to 30" Pipe
310.10
Driveway Pipe Construction
DIVISION
5 - SUBGRADE, BASES AND SHOULDERS
560.01
Method of Shoulder Construction - High Side of Superelevated Curve - Method I
DIVISION
6 - ASPHALT BASES AND PAVEMENTS
654.01
Pavement Repairs
DIVISION
8 - INCIDENTALS
806.01
Concrete Right -of -Way Marker
815.02
Subsurface Drain
838.01
Concrete Endwall for Single and Double Pipe Culverts - 15" thru 48" Pipe 90 Skew
840.03
Frame, Grates and Hood - for Use on Standard Catch Basin
840.04
Concrete Open Throat Catch Basin - 12" thru 48" Pipe
840.05
Brick Open Throat Catch Basin - 12" thru 48" Pipe
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. Dwg 840.14 and 840.15
840.18
Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.19
Concrete Grated Drop Inlet Type 'D' - 12" thru 36" Pipe
840.24
Frames and Narrow Slot Sag Grates
840.27
Brick Grated Drop Inlet Type 'B' - 12" thru 36" Pipe
840.28
Brick Grated Drop Inlet Type 'D' - 12" thru 36" Pipe
840.29
Frames and Narrow Slot Flat Grates
840.31
Concrete Junction Box - 12" thru 66" Pipe
840.32
Brick Junction Box - 12" thru 66" Pipe
840.51
Brick Manhole - 12" thru 36" Pipe
840.54
Manhole Frame and Cover
840.66
Drainage Structure Steps
840.72
Pipe Collar
846.01
Concrete Curb, Gutter and Curb & Gutter
848.01
Concrete Sidewalk
852.01
Concrete Islands
852.06
Method for Placement of Drop Inlets in Concrete Islands
EFF. MARCH 2O18
REV.
2018 ROADWAY AND UTILITY STANDARD DRAWINGS MANUAL
The following Roadway Standards as appear in the City of Greensboro "Roadway and Utility Standard
Drawings Manual", Dated March 2018 are applicable to this project and by reference hereby are considered
a part of these plans:
STD -NO. TITLE
100 SERIES - WATER STANDARD DRAWINGS
116 Standard Air Relief Valve with Assembly and Manhole for Water Lines
118 Deadman Thrust Restraint with Mass Weight Blocking
119 Blow -off Detail (4", 6" and 8")
200 SERIES - SEWER STANDARD DRAWINGS
200
4' I.D.
Eccentric
Precast Concrete
Sanitary Manhole with Expanded Base
MCI - TELECOMMUNICATIONS
201
5' I.D.
Eccentric
Precast Concrete
Sanitary Manhole with Expanded Base
203
Standard
Interior
Drop Connection
for Sanitary Sewer Manhole
SPECTRUM - TELECOMMUNICATIONS
205
Standard
Manhole
Ring and Cover
206
Standard
Manhole
Step for Precast
Concrete Manhole
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS,
207
Standard
Trench Bedding
for Circular
Pipe
EXCEPT AS SHOWN ON THE PLANS.
400 TO 600 SERIES - ROADWAY STANDARD DRAWINGS
402
Standard Brick Masonry Curb Inlet
RIGHT-OF-WAY MARKERS:
413
Standard Manhole Ring and Cover
416
Typical Walk and Driveway Section
for Curb and Gutter Streets
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
416A
Driveway Section, Commercial
416B
Driveway - Commercial Street Type
CURB RAMPS
418
Standard Concrete Curb Ramp
420A
Standard Conversion of Curb Inlet
to Junction Box
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS.
446
Safety Fence for Pedestrians with
Handrail Option
CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH COG STD 418
446A
Safety Fence for Pedestrians with
Handrail Option
451
Bus Stop Detail - With Shelter Pad
452
Bus Stop Detail - Without Shelter
(, Sta ntec
Stantec Consulting Services Inc.
801 Jones Franklin Road
Suite 300
Raleigh, NC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
www.stantec.com
License No. F-0672
PAVEMENT SCHEDULE
(FINAL PAVEMENT DESIGN)
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.56,
C1 AT AN AVERAGE RATE OF 138 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C2 AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1"
D2 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21/2" IN DEPTH OR
GREATER THAN 4" IN DEPTH.
E1 PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
E2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN 51/'2" IN DEPTH.
R1 2'-6" CONCRETE CURB & GUTTER
R 2 5" CONCRETE MONOLITHIC ISLAND (KEYED -IN)
S 4" CONCRETE SIDEWALK
T EARTH MATERIAL.
U EXISTING PAVEMENT.
V MILLING BITUMINOUS PAVEMENT. 3" DEPTH.
W WEDGING (SEE DETAIL THIS SHEET).
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
w
TIE TO EXISTING -\
PAVEMENT \
3"
L- - - - - - - - - - - -
-I
U 25 LF PER 1„ DEPTH
TIE-IN MILLING DETAIL
SURVEY
-L- SR 1005 (ALAMANCE CHURCH ROAD)
I
10,
VARIES
!liAZ:iC•iil
Q I Q
LU LL,
z z
J J
~ R2 CROW H
IPOINT g
PARTIAL TYPICAL SECTION A
:XISTING BERM 2' 11'
-L- SR 1005 (ALAMANCE CHURCH ROAD)
I
VARIES
ill 10' TO 11' 11 11'
2' 12' BERM
* J
06
U 5'-6" 5' 11-6„
LU Q Q m
EXISTING z z z 0.04 FT/FT EXISTING
GROUND = = J GROUND
I/ V1 CROWN
POINT 1. V1 U 3
\�FST
VAR SEE X-SECTIONS
EXIST.EXIST. 0.04 FT/FT 0.02 FT FT VAR SEE X-SECTIONS
------------------------ - - - - -- � J. ING
'/ EXIST EXISTING E�,s'� �---------------------- - - - - -- S GROUND
GROUND
TYPICAL SECTION NO. 1
USE PARTIAL TYPICAL SECTION A IN CONJUNCTION
WITH TYPICAL SECTION NO. 1
-L- STA. 13 + 78.13 TO STA. 15 + 71.85
7'-6" 2'
0
1' b' z
J
EXISTING U
U
GROUND
3•/
0.02 FT/FT Rl
VAR SEE X-SECTIONS
EXISTING
GROUND S T 6„
PARTIAL TYPICAL SECTION D
USE PARTIAL TYPICAL SECTION D IN CONJUNCTION
WITH TYPICAL SECTION NO. 2
-L- STA. 22 + 40.00 TO STA. 22 + 80.00 V-6"
-L- STA. 23 + 72.00 TO STA. 24 + 20.00 EXISTING 0.04 FT/FT
GROUND
37
6'-6" 2' VAR SEE X-SECTIONS
10
EXISTING
SAFETY RAILING GROUND
SEE COG STD. 446A
EXISTING
GROUND
SEGMENTAL GRAVITY
RETAINING WALL
SEE NCDOT STD. 454.01
C1 C2
E2 D2 D1 E2
2.5"'
U 2.5"
3„ MIN. MIN. 3„
MIN. MIN.
Detail Showing Method of Wedging
12' BERM 2' * 1'
V-6" 5' 5'-6„
EXISTING 0.04 FT/FT
GROUND
�v
0.02 FT/FT 0.04 FT/FT R1 V
VAR SEE X-SECTIONS EXIST.
EXISTING 3',- - - - - -
-
GROUND S T 6" L
U
Dl
E1
SAWCUT DETAIL
* SAWCUT EXISTING PAVEMENT V FROM PROPOSED
CURB AND GUTTER AND INSTALL AS SHOWN.
LU
w
z
J
Q
0.02 FT/FT
76?L
PARTIAL TYPICAL SECTION E
USE PARTIAL TYPICAL SECTION E IN CONJUNCTION
WITH TYPICAL SECTION NO. 2
-L- STA. 22 + 80.00 TO STA. 23 + 70.00
12' BERM 2' 11'
5' 5'-6"
0.02 FT/FT' 0.04 FT/FT
S T 6„
GRADE TO -
THIS LINE
l'-6"
EXISTING 0.04 FT/FT
GROUND
3•/
VAR SEE X-SECTIONS
EXISTING
GROUND
W
0
W
z
J
U
G
-L- STA. 12 + 2 5. 00 TO STA. 18 + 52.15
* TRANSITIONS FROM 5' TO V FROM -L- STA. 17+00.00 TO STA. 19+00.00
12"
INSET
C� -L- SR 1005 (ALAMANCE CHURCH ROAD)
I
11' 11' 11' 11' 2' 7'-6"
* J
**
0a
�= 6' 11
U 0.04 FT/FT
Li I LU EXISTING
J GROUND
C1 C1 = ��
CROWN
V ��lINT V Q 3.�
EXIST. EXIST. � ::E 02 FT/FT
11 VAR SEE X-SECTIONS
-------- - - - - -U
--------------------------- - - - -�� 3'/ EXISTING
S GROUND
TYPICAL SECTION NO. 2
-L-
STA. 18 + 52.15
TO
STA. 28 + 50.00
*TRANSITIONS FROM
5' TO V FROM
-L-
STA. 17+00.00 TO STA. 19+00.00
** TRANSITIONS FROM
V TO 6' FROM
-L-
STA. 27+50.00 TO STA. 30+00.00
4'
BIKE
12' BERM 2' LANE
5' 5'-6"
0.02 FT/FT' 0.04 FT/FT
S T 6� �-
GRADE TO -
THIS LINE
12'
0.02 FT/FT 0.02 FT/FT
1
12 _ 12
-L- SR 1005 (ALAMANCE CHURCH ROAD)
1 4'
BIKE
12' 12' LANE 2'
** O
06
U_
z
J
I GRADE U U
W POINT W R1
0.04 FT FT 0.02 FT/FT
--II-F„ T S
- GRADE TO
THIS LINE
-L- STA. 28 + 50.00 TO STA. 29 + 12.70
-L- STA. 31 + 77.62 TO STA. 37 + 62.28
-L- STA. 38 + 92.20 TO STA. 40 + 82.00
-L- STA. 54 + 00.00 TO STA. 67 + 55.00
-L- STA. 69 + 70.00 TO STA. 71 + 96.65
-L- STA. 74 + 53.02 TO STA. 95 + 40.00
** TRANSITIONS FROM V TO b' FROM -L- STA. 27+50.00 TO STA. 30+00.00
CL -L- SR 1005 (ALAMANCE CHURCH ROAD)
4' 4'
BIKE I BIKE
12' BERM 2' LANE 12' 12' 12' LANE 2'
WON
I c�
5' 5'-6„
0.04 FT/FT
EXISTING
GROUND
3•/
0.02 FT/FT 0.04 FT/FT
VAR SEE X-SECTIONS
EXISTING S.,
GROUND
S T b"
GRADE TO -
THIS LINE
REVISIONS TYPE
ROADWAY
SEWER
WATER
SIDEWALK
12' BERM
5'-6" 5'
V-6"
0.04 FT/FT EXISTING
GROUND
3.1
VAR SEE X-SECTIONS
EXISTING
GROUND
SAFETY RAILING
SEE COG STD. 446A
2' 6'-6" BERM
WAN OF
ca
/
z 6'
EXISTING
i
GROUND
SEGMENTAL GRAVITY
RETAINING WALL
0.02 FT/FT
SEE NCDOT STD. 454.01
L = J
S
PARTIAL TYPICAL
SECTION B
USE PARTIAL TYPICAL SECTION B IN CONJUNCTION
WITH TYPICAL SECTION NO. 1
-L- STA. 14 + 70.00 TO
STA. 16 + 50.00
2 , 7'-10"
BERM
J
LU
z 6'
J
U
---SAFETY RAILING
SEE COG STD. 446A
0 02 FT/FT EXISTING
G ND
L _ J
S
USE CONCRETE TURN DOWN
DETAIL (SEE INSET)
PARTIAL TYPICAL SECTION L
USE PARTIAL TYPICAL SECTION L IN CONJUNCTION
WITH TYPICAL SECTION NO. 1 & 2
-L- STA. 18 + 45.00 TO STA. 23 + 30.00
-L- STA. 24 + 84.00 TO STA. 27 + 61.00
2' 7' BERM
U
w 6' 6„
z
J
U
---SAFETY RAILING
j SEE COG STD. 446
SEGMENTAL GRAVITY
0.02 FT/FT / RETAINING WALL
SEE NCDOT STD. 454.01
L _ J
S EXISTING
GROUND
PARTIAL TYPICAL SECTION C
USE PARTIAL TYPICAL SECTION C IN CONJUNCTION
WITH TYPICAL SECTION NO. 2
-L- STA. 24 + 50.00 TO STA. 24 + 84.00
U_
W
z
7' BERM
6' 6"
J SAFETY RAILING
v SEE COG STD. 446 /446A
3.� EXISTING
Rl 0.02 FT/FT GROUND
VAR SEE X-SECTIONS
r3'/ EXISTING
G
T S GROUND
E TO
LINE
PARTIAL TYPICAL SECTION F
2'
H
USE PARTIAL TYPICAL SECTION F IN CONJUNCTION
WITH TYPICAL SECTION NO. 2, 3, & 3A
-L- STA. 28+30.19 TO STA. 29+39.65
-L- STA. 29 + 55.35 TO STA. 30 + 60.00
2' 7' BERM
C�
12' BERM z 6' 6"
J
CONTRACT SHEET
3 of 97
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
O�AUS��JG( �-\ \ L I T YT p9 �k,
�� J�O O.
C?�
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7 y
BEFORE YOU DIGI
CONTACT ONE -CALL CENTER
1- K)O-632-4949 OR '811'
City of Greensboro Underground
Locates Information/Requests
COG Water Resources Dept. -373-2033
GDOT Traffic Signal- - - -373-2606
COG/Guilford Co. Telecom _373-2084
COG Water Supply - - - - - -373-5855
Tanks/Treatment Plants
GDOT Storm Water - _ _ _ _ _373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
11.0 Acres
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
Sta ntec
Stantec Consulting Services Inc.
801 Jones Franklin Road
Suite 300
Raleigh, INC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
www.stantec.com
License No. F-0672
= DOCUMENT NOT CONSIDERED FINAL
06 U
5'-b" 5' 1'-6„ SAFETY RAILING UNLESS ALL SIGNATURES COMPLETED
SEE COG STD. 446A
LU z 0.04 FT/FT EXISTING
J GROUND R1 0.02 FT/FT SEGMENTAL GRAVITY
RETAINING WALL
W GRADE W R1 <VAR
SEE NCDOT STD. 454.01
POINT 0.04 FT/FT 0.02 FT/FTEXISTING
SEE PLAN�L� SEE PLAN SEE X-SECTIONS 6" T SEXISTING GRADE TO---------------------6" TSGROUND El THIS LINE
Cl Cl
DI 12" 12„ 1
E TO
E1 TYPICAL SECTION NO. 3A E1 THIS LINE PARTIAL TYPICAL SECTION G
-L- STA. 29+12.70 TO STA. 31+77.62 (FULL SUPERELEVATION) CONJUNCTION
CON PARTIAL TYPICAL SECTION G IN JU
-L- STA. 37+62.28 TO STA. 38+92.20 (FULL SUPERELEVATION) USE PARWITH TYPICAL SECTION NO. 3 & JU
-L- STA. 71 +96.65 TO STA. 74+53.02 (FULL SUPERELEVATION)
SEE PLANS FOR SUPERELEVATION TRANSITION AREAS -L- STA. 30+60.00 TO STA. 31 +30.00
TYPICAL SECTIONS
CONTRACT CONTRACTOR AS -BUILT AUTH. DATE BENCH MARKS NAD 83 / NAD 88 JOB NO. P - 05187 CITY OF G RE E N S BO RO TS
2011-067 9/22/14 NGS NORTHING EASTING ELEV. (FT.) DESIGNED 6/22/2017 BY MBF ENGINEERING DIVISION
39W 200 834457.6481 1770772.1457 733.1370 CONST. SURVEY BY --- SHEET NO.
39E 200 835057.9400 1772487.0400 735.6000 ALAMANCE CHURCH ROAD WIDENING
D E N I N G
2011-067 10/30/17 66W 200 830877.8756 1779665.1632 761.2500 CHECKED BY MBL MARTIN LUTHER KING JR. DRIVE TO
2011-067 9/22/14 66W 201 1 831387.0350 11778431.6022 784.7500 SCALE: NO SCALE I GREENSBORO CITY LIMIT
1 OF 3
PAVEMENT SCHEDULE
(RIVAL PAVDMFIVI DESIGN)
C1
3" S9.513
C2
VAR. S9.5B
D1
4" I19.00
D2
VAR. I19.00
E1
5" B25.00
E2
VAR. B25.00
R1
2'-6" C & G
R2
5" MCI
S
4" SIDEWALK
T
EARTH MATERIAL
U
EXIST. PAVEMENT
V
3" MILLING
W
WEDGING
10,
ON -STREET
EXISTING BERM 2' PARKING
EXISTING
GROUND
VAR SEE X-SECTIONS
EXISTING--J
GROUND T 6„
U
GRADE TO D1El
THIS LINE
PARTIAL TYPICAL SECTION H
EXISTING
GROUND
/Sp
VAR SEE X-SECTIONS
EXISTING �ys� ��_________ __I
GROUND
.:
w
z
J
U
E
USE PARTIAL TYPICAL SECTION H IN CONJUNCTION
WITH TYPICAL SECTION NO. 4
-L- STA. 49 + 95.00 TO STA. 53 + 81.51
10,
ON -STREET
EXISTING BERM 2' PARKING
W
z
J
U
PARTIAL TYPICAL SECTION K
USE PARTIAL TYPICAL SECTION K IN CONJUNCTION
WITH TYPICAL SECTION NO. 4
-L- STA. 51 + 5 0. 00 TO STA. 53 + 81.51
4'
BIKE
EXISTING BERM 2' LANE
Z -L- SR 1005 (ALAMANCE CHURCH ROAD)
4'
BIKE
12' 12' 12' LANE 2'
12' BERM
06 LU LU
J J 1, 6„
EXISTING Z U U 0.04 FT/FT
J � � EXISTING
GROUNDi I
GROUND
�,� FajSr H C1 CROWN C1
V POINT V 3,
0.04 FT/FT 0.02 FT/FT
VAR SEE X-SECTIONS \ \ EXIST. EXIST. i VAR SEE X-SECTIONS
EXISTING e�,s��----------------------- --------------------- - - - - -� 3
EXISTING
GROUND S GROUND
l'-6"
EXISTING 0.04 FT/FT
GROUND
VAR SEE X-SECTIONS
EXISTING
GROUND
TYPICAL SECTION NO. 4
-L- STA. 40 + 82.00 TO STA. 54 + 00.00
-L- SR 1005 (ALAMANCE CHURCH ROAD)
4' 4'
BIKE BIKE
8' BERM 2' LANE 12' 12' 12' LANE 2' 8' BERM
alEalE CIE �I� CIE �I� �I��I
5' 2'-6"
3., 0.04
0.02 FT/FT FT/FT C
S T 6„
GRADE TO -
THIS LINE
0.02 FT/FT
12"
I
I
I
I
IW GRADE
POINT
I
-
----------- - - - - - - - - - -
I
TYPICAL SECTION NO. 5
I
0.02 FT/FT
12"
-L- STA. 67 + 55.00 TO STA. 69 + 70.00
CL -Y2- (ROTHERWOOD ROAD)
I
EXISTING BERM 2' EXIST EXIST 2' 10' BERM
2'-6" 5'
0.04 FT/FT EXISTING
GROUND
0.04 3•�
FT/FT 0.02 FT/FT
� 6
„ T S
GRADE TO
THIS LINE
3'-6" 5'
EXISTING 0.04 FT/FT EXISTING
GROUND GROUND
CROWN
POINT 0.04 3'1
EXIST. EXIST. FT/FT 0.02 FT/FT
VAR SEE X-SECTIONS >_ _ _ _ _ _ _ _ _ - _ i VAR SEE X-SECTIONS
MOE
EXISTING �y�s����___________ _�____________ � 0.1 EXISTING
GROUND S GROUND
U
TYPICAL SECTION NO. 6
VAR SEE X-SECTIONS
EXISTING
GROUND
-Y2- STA. 11 + 60.00 TO STA. 12 + 58.23
-Y3- (BRISTOL ROAD)
I
I
10' BERM 2' 13' 13' 2' 10' BERM
5' 3'-6" 3'-6" 5' 1,-6„
EXISTING 0.04 FT/FT 0.04 FT/FT EXISTING
GROUND GROUND
GRADE
3, 0.02 FT FT o�7 R1 POINT RI 004T/FT 0.02 FT/FT
VAR SEE X-SECTIONS 0.02 FT/FT 0.02 FT/FT i VAR SEE X-SECTIONS
EXISTING 3.1 3'� EXISTING
GROUND S T 6� Cl Cl 7
b" T S GROUND
GRADE TO Dl 12 1 GRADE TO
THIS LINE El El THIS LINE
TYPICAL SECTION NO. 7
-Y3- STA. 10 + 70.00 TO STA. 14 + 00.80
r -Y4-, -Y5-, -Y6-
`L (ALAMANCE COURT, ACORN ROAD, ACORN ROAD)
I
EXISTING BERM 2' 11' i 11' 2' EXISTING BERM
EXISTING EXISTING
GROUND GROUND
FrjST CROWN
V POINT
VAR SEE X-SECTIONS >_ _ _ _ _ _ _ _ _ _ _ i EXIST. EXIST. ' VAR SEE X-SECTIONS
EXISTING
--- EXISTING
---r\---------- SST
�ys� �� ��___________ _�_---__ -� \�Fx�
GROUND AGROUND
TYPICAL SECTION NO. 8
-Y4- STA. 10 + 21.60 TO STA. 10 + 75.00
-Y5- STA. 10 + 22.02 TO STA. 11 + 00.00
-Y6- STA. 10 + 50.00 TO STA. 10 + 83.91
CONTRACT SHEET
4 OF 97
SENSITIVE INFORMATION
41
BIKE
Not to be copied or
12' LANE 2' 12' BERM
distributed without the
express written
Z
5'-6" 5'
1'-6"
permission of the City
U0.04
FT/FT
of Greensboro.
EXISTING
Cl
GROUND
--
MUST
G�VA C
V
Rl
3.�
T�O p
EXIST.
0,04 FT/FT 0.02 FT FT
VAR SEE X-SECTIONS
��� J�O Gi
� O o C" A
I - -
- - -
Cl
3v
L" T S
EXISTING
GROUND
0
w Z =
¢ z / "'
_J
12 1
GRADE TO
El THIS LINE
BEFORE YOU DIGI
CONTACT ONE -CALL CENTER
1-400-63949 0R'811'
PARTIAL TYPICAL SECTION J
USE PARTIAL TYPICAL SECTION J IN CONJUNCTION
City of Greensboro Underground
WITH TYPICAL SECTION NO. 4
Locates Information/Requests
-L- STA. 50 + 75.00 TO STA. 54 + 00.00
-L- STA. 53+33.00 TO STA. 54+00.00 (MIRRORED)
COG Water Resources Dept. -373-2033
GDOT Traffic Signal- - - -373-2606
COG/Guilford Co. Telecom _373-2084
COG Water Supply - - - - - -373-5855
Tanks/Treatment Plants
GDOT Storm Water - _ _ _ _ _373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
11.0 Acres
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
(, Sta ntec
Stantec Consulting Services Inc.
801 Jones Franklin Road
Suite 300
Raleigh, INC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
www.stantec.com
License No. F-0672
DOCUMENT NOT CONSIDERED FINAL I
UNLESS ALL SIGNATURES COMPLETED
TYPICAL SECTIONS
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH
MARKS NAD 83 / NAD 88
JOB NO. P - 05187
ROADWAY
2011-067
9/22/14
NGS
NORTHING
EASTING
ELEV. (FT.)
DESIGNED 6/22/2017 BY MBF
SEWER
39W 200
834457.6481
1770772.1457
733.1370
CONST. SURVEY BY ---
39E 200
835057.9400
1772487.0400
735.6000
WATER
2011-067
10/30/17
CHECKED BY MBL
66W 200
830877.8756
1779665.1632
761.2500
SIDEWALK
2011-067
9/22/14
66W 201
1 831387.0350
11778431.6022
784.7500
SCALE: NO SCALE
CITY OF GREENSBORO
ENGINEERING DIVISION
ALAMANCE CHURCH ROAD WIDENING
MARTIN LUTHER KING JR. DRIVE TO
GREENSBORO CITY LIMIT
TS
SHEET NO.
2 OF 3
PAVEMENT SCHEDULE
(RIVAL PAVDMFIVI DESIGN)
C1
3" S9.513
C2
VAR. S9.5B
D1
4" I19.00
D2
VAR. I19.00
E1
5" B25.00
E2
VAR. B25.00
R1
2'-6" C & G
R2
5" MCI
S
4" SIDEWALK
T
EARTH MATERIAL
U
EXIST. PAVEMENT
V
3" MILLING
W
WEDGING
EXISTING
GROUND
EXISTING
GROUND
EXISTING BERM 2'
-Y7- (WILLOW ROAD)
I
11' 10' 11' 2' EXISTING BERM
I
W
z
EXISTING = EXISTING
GROUND ~� AROUND
FI/ST ? CROWN
POINT
VAR SEE X-SECTIONS EXIST. EXIST.
___---__________� VAR SEE X-SECTIONS
EXISTING ��is�,, L�---------- - - - - --- i----------- ------ � ,Fksr EXISTING
GROUND _GROUND
U
TYPICAL SECTION NO. 9
EXISTING
GROUND
-Y7- STA. 10+68.00 TO STA. 10+82.00 "NOTE: BUS STOP CONSTRUCTION ONLY
-Y7- STA. 12 + 90.00 TO STA. 13 + 61.72
EXISTING BERM 2' 11'
-Y8- (WILLOW ROAD)
I
10, 11' 2' EXISTING BERM
EXISTING
GROUND
VAR SEE X-SECTIONS >- - - _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _< ' ' VAR SEE X-SECTIONS
EXISTING ��,s� - - Fkis, EXISTING
GROUND GAD
TYPICAL SECTION NO. 10
�qR
SFF
X SF
Cr,O�S
EXISTING
GROUND
EXISTING
GROUND
l'-6"
EXISTING 0.04 FT/FT
GROUND
7 .?•,
VAR SEE X-SECTIONS
EXISTING
GROUND
Cl
CROWN
V POINT
EXIST. EXIST.
-Y8- STA. 10 + 2 2. 00 TO STA. 11 + 00.00
-Y9-, -Y10-, -Yll-, -Y12-, -Y13-, -Y14-
(SHARPE ROAD, NORTH WILPAR DRIVE,
DEERBROOK FOREST LANE, ZORNBROOK DRIVE,
PARKER-BALDWIN LANE, FAIRCREST LANE)
10' BERM 2' 13' 13' 2' 10' BERM
5' 3'-6"
I
3'-6" 5'
0.04 Rl W POINT RI 0 004
0.02 FT FT FT fT FT/FT 0.02 FT/FT
I 0.02 FT/FT 0.02 FT/FT
SL--------------- i----------------� S
U
TYPICAL SECTION NO. 11
8' 4' 14'
A:1
�qR
S
FF �,
SFCTiO�S
-Y9- STA. 10 + 60.00 TO STA. 10 + 98.15
-Y10- STA. 10 + 2 2.13 TO STA. 10 + 60.00
-Yl l- STA. 12 + 10.00 TO STA. 12 + 49.76
-Y12- STA. 10 + 30.00 TO STA. 10 + 83.44
-Y13- STA. 10 + 22.00 TO STA. 10 + 60.00
-Y14- STA. 11 + 00.00 TO STA. 11 + 44.36
-Y13- (PARKER-BALDWIN LANE)
2 VARIES VARIES 2' 14'
8' TO 10'-6" 1 8' TO 10'-6"
V-6"
0.04 FT/FT EXISTING
GROUND
3.1
VAR SEE X-SECTIONS
EXISTING
GROUND
4'
GRADE GRADE
0.08 W POINT R1 I
R1 POINT -- - W O/Fj
--0.02 FTFT 0.02 TTF� F±FT
- ------
------- ----
T 1
U
TYPICAL SECTION NO. 12
-Y13- STA. 10 + 60.00 TO STA. 11 + 50.00
I1
�qR
s
FF �,
S
FCl/Otis
EXISTING
GROUND
EXISTING
GROUND
PA
18'-6"
>e
W 5' 7' V-611
Z 0.04 FT/FT
v EXISTING
GROUND
3.,
0.02 FT/FT
VAR SEE X-SECTIONS
EXISTING
S GROUND
PARTIAL TYPICAL SECTION K
USE PARTIAL TYPICAL SECTION K IN CONJUNCTION
WITH TYPICAL SECTION NO. 9
-Y7- STA. 10 + 68.00 TO STA. 10 + 82.00
CONTRACT SHEET
5 OF 97
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
LI T YT
J LU Z -1
z � D m
7 y
BEFORE YOU DIGI
CONTACT ON]E- L CENTER
1-800-632-4949 0R'811'
City of Greensboro Underground
Locates Information/Requests
COG Water Resources Dept. -373-2033
GDOT Traffic Signal- - - -373-2606
COG/Guilford Co. Telecom _373-2084
COG Water Supply _ - - - - -373-5855
Tanks/Treatment Plants
GDOT Storm Water _ - - - - _373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
11.0 Acres
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
(, Sta ntec
Stantec Consulting Services Inc.
801 Jones Franklin Road
Suite 300
Raleigh, INC 27606
Tel. (919) 851-6866
Fax. (919) 851-7024
www.stantec.com
License No. F-0672
CL -Y9- (SHARPE ROAD)
I
8' 6' 4' 11' 11' 4' 6' 8'
EXISTING
GROUND
DOCUMENT NOT CONSIDERED FINAL
CROWN OAS
V POINT � S�G•�� UNLESS ALL SIGNATURES COMPLETED
0.08 EXIST. EXIST. 0.08E
A:1--------- 4:1 JP SE
T Cl--------4 Cl T
DI 12" 12" 1
GRADE TO GRADE TO
THIS LINE El El THIS LINE �qR
TYPICAL SECTION NO. 13 SFF'rs
FCT�ONs
-Y9- STA. 10+10.00 TO STA. 10+60.00 EXISTING
GROUND
TYPICAL SECTIONS
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH
MARKS NAD 83 / NAD 88
JOB NO. P - 05187
ROADWAY
2011-067
9/22/14
NGS
NORTHING
EASTING
ELEV. (FT.)
DESIGNED 6/22/2017 BY MBF
SEWER
39W 200
834457.6481
1770772.1457
733.1370
CONST. SURVEY BY ---
39E 200
835057.9400
1772487.0400
735.6000
WATER
2011-067
10/30/17
CHECKED BY MBL
66W 200
830877.8756
1779665.1632
761.2500
SIDEWALK
2011-067
9/22/14
66W 201
1 831387.0350
11778431.6022
784.7500
SCALE: NO SCALE
CITY OF GREENSBORO
ENGINEERING DIVISION
ALAMANCE CHURCH ROAD WIDENING
MARTIN LUTHER KING JR. DRIVE TO
GREENSBORO CITY LIMIT
TS
SHEET NO.
3 OF 3
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TRASH RACK
(SEE DETAIL)
TRASH RACK HINGES
(THIS SIDE)
TOP ELEV=763.5'
36" W x 6" TALL
OPENINGS
INV ELE (3 SIDES)
6" PVC TEE w/
CAPS ON ENDS
ORIFICE INV
ELEV= 761.0'
3" ORIFICE HOLE
DRILLED IN TOP
& BOTTOM CAP
BASIN BOTTOM
ELEV= 757.0'
S
S
I -
-_
-
-
/A vn vi\ v�\ v�\
W
�
24" RCP
15" RCP �-
15" RCP
INV= 762.8'
24" RCP
INV= 762.3'
CL I RIPRAP
ON FF
A
r-r%/\\ 1T
PLUG VALVE
HANDWHEEL
STEPS @ 12" O.C.
(STD. DRWG. 840.66)
SEDIMENT
STORAGE
- -DEPTH (D)
C 1\' v/\' vA\v1A' vA' vA
100-YR
STORM 10-YR 2-YR
STORM 1" WQV
763.9 763.4' STORM STORM PERM.
762.9' STORM
7612' POOL
761.0'
10,
FOREBAY v, 760.0' PERM. POOL
C-
758.0' �
1' SED. STORAGE
757.0'� J
RISER
BAFFLE CONTROL
STRUCTURE
(see detail)
WET DETENTION POND
PROFILE VIEW
( Not to Scale)
,A
WET POND DETAILS
*NOT TO SCALE*
TRASH RACK VARIES -
HINGE SEE TABLE
S
6" PVC TEE w/
CAPS ON ENDS E,
S
3" ORIFICE HOLE
DRILLED IN TOP -
& BOTTOM CAP
S
6" DRAIN PIPE
w/PLUG VALVE
& HANDWHEEL S
PLAN VIEW
TRASH RACK NOT SHOWN FOR CLARITY
TOP BERM
WIDTH =10'
ELEV = 765.0,
10' VEG.
SHELF
2.0' MIN.
COVER
DUCTILE IRON
-
v? OUTLET PIPE
•I
4.0'
INV=
..
756.6'
INV=
4.0'
757.0'
2.0' W x 1.0' T
2.0' WIDE
GRANULAR
ALIGNED w/
FILTER DRAIN
CENTER
OF BERM
FILTER DIAPHRAGM
ASTM C-33 FINE
AGGREGATE, OR
APPROVED EQUAL
CL 'I' RIPRAP
OUTLET DITCH
SEE DETAIL 4
TRASH RACK
HINGE
DUCTILE
IRON
OUTLET
PIPE (P)
STEPS @ 12" O.C.
(STD. DRWG. 840.66)
\vA' vi\'vA
MINIMUM DIMENSIONS FOR WET DETENTION BASIN DRAWDOWN STRUCTURE
STATION
STRUCTURE
NUMBER
S
(INCHES)
6" MIN.
CONCRETE
BASE DIM.
(A x B x C)
FEET
BASIN
BOTTOM
ELEV.
TOP
ELEVATION
CONTROL
STRUCTURE
SEDIMENT
STORAGE
DEPTH(D)
FEET
INV. ELEV.
WEIR
OPENINGS
CTL. STR.
DIMENSIONS
(W x L x H)
ORIFICE
DIAMETER
(0)
INCHES
ORIFICE
INV. ELEV.
OUTLET
PIPE
DIAMETER(P)
INCHES
73+65 -L-
1038
6"
8'x8'x1 .5'
757.0'
763.5'
1.01
762.5'
5'x5'x6.5'
3"
761 .0'
2411
PLUG VALVE
HANDWHEEL
TOP ELEV=763.5'
TRASH RACK
(SEE DETAIL)
36" W x 6" TALL
,
OPENINGS
VALVE STEM
EELE 762.5'
SIDES)
SUPPORT
(3 1
6" PVC TEE w/
S
10' WIDE VEG. SHELF J I\
CAPS ON ENDS
_ _ _ _ _ _
ORIFICE INV
10:1 \
ELEV = 761.0'
H
3" ORIFICE HOLE
S
STEPS @ 12" O.C.
(STD. DRWG. 840.66)
DRILLED IN TOP
3.��
SEDIMENT
& BOTTOM CAP
STORAGE
DEPTH (D)
6" DRAIN PIPE
- w/PLUG VALVE
HANDWHEEL
- - - - - -OUTFLOW
IRON&
BASIN
INV ELEV=758.0'
;DUCTILE
TLET PIPE (P)
BOTTOM -�
ELEV=757.0' C \ V\
A v\ v\
��-/7
� / � /
v i\ v i\ v
71C
L
'5•1
764.0'
10,
765.0' -TOP OF BERM -
- 16'
OVERFLOW SPILLWAY
CUT INTO NAT. GRND.
SIDE
CL 'I' RIPRAP 1.5' THICK
ON GEOTEXTILE FABRIC
EMBANKMENT SECTION AT OVERFLOW SPILLWAY
CL 'I' RIPRAP 1.5' THICK
ON GEOTEXTILE FABRIC
( Not to Scale)
OVERFLOW SPILLWAY CUT
INTO NATURAL GROUND
14'
OVERFLOW SPILLWAY SECTION
( Not to Scale)
1.0' MIN.
DEPTH
\v/\ vi\' vi\
SUNGATE DESIGN GROUP, P.A. Stantec
905 JONEEIGH, FR NORTH
LINCA ROAD Stantec Consulting Services Inc. Tel. (919) 851-6866
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243 801 Jones Franklin Road Fax. (919) 851-7024
ENG FIRM LICENSE NO. C-890 Suite 300 www.stantec.com
Raleigh, NC 27606 License No. F-0672
Landscape Plan:
1. The dam structure, including front and back embankment slopes, of the pond
shall be vegetated with non -clumping turf grass, perennial grasses such as hybrid
Bermuda or centipede are recommended; trees and woody shrubs shall not be
allowed; and
2. The vegetated shelf shall be planted with a minimum of three diverse species
of herbaceous, native vegetation at a minimum density of 50 plants per 200
square feet of shelf area. Species shall be selected from the table of Plants for
Submerged and Partially Submerged Vegetative Shelves, shown below. Wetland
seed mixes shall not be used.
3. Trees and woody shrubs shall not be planted on the dam or embankment
slopes and any volunteers should be removed as part of regular maintenance
actives.
RIPRAP LINED
FOREBAY
3:1 EMBAN h
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Common Name
Asclepias incarnata
Swamp Milkweed
Carex tenera
Quill sedge
Chelone glabra
White Turtlehead
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Eupatoriadelphus fistulosus
Joe Pye Weed
Eupatoriadelphus maculatus
Spotted trumpetweed
Hibiscus coccineus
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Kosteletzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobelia elongata
Longleaf lobelia
Lobelia siphilitica
Great blue Lobelia
Rhynchospora colorata
Starrush whitetop
Saccharum baldwinii
Narrow plumegrass
AL ALL
AL ALL
1 EMBANKMENT
RIPRAP LINED
OVERFLOW
SPILLWAY
WET POND NOTES
Maintenance Plan:
1. Immediately after the wet pond is established, the plants on the vegetated shelf and perimeter of the basin should be watered twice weekly if needed, until the plants become established (commonly
six weeks).
2. No portion of the wet pond should be fertilized after the first initial fertilization that is required to establish the plants on the vegetated shelf.
3. Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet pond.
4. If the pond must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain should be minimized as much as possible.
5. Once a year, a dam safety expert should inspect the embankment.
After the wet pond is established, it should be inspected once every three months. Records of operation and maintenance should be kept in a known set location and must be available upon request.
Inspection activities shall be performed as described in Operation and Maintenance Provisions table shown below. Any problems that are found shall be repaired immediately.
The entire BMP Trashidebris is present.
Remove the trash/debris. The main
treatment area. Sediment has accumulated to a
Search for the source of the
depth greater than the original
sediment and remedy the
The perimeter of the wet pond Areas of bare sail andior
Regrade the soil if necessary to
design sediment storage depth-
problem if possible. Remove
erosive gullies have formed-
remove the gully, and then
plant a ground cover and water
the sediment and dispose of it
until it is established- Provide
in a location where it will not
lime and a one-time fertilizer
cause impacts to streams or
application-
the BMP.
Vegetation is too short or too
Maintain vegetation at a height
Algal growth covers over 50%
Consult a professional to
long-
of approximately six inches-
Wine area.
remove and control the algal
growth.
The inlet device: pipe or Swale The pipe is clogged.
Unclog the pipe- Dispose of
the sediment off -site-
Cattails, phragmites or other
Remove the plants by wiping
invasive plants cover 50% of
them with pesticide (do not
The pipe is cracked or
Replace the pipe-
the basin surface.
spray)_
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary
swale- to smooth it over and provide
erosion control devices such as
reinforced turf matting or riprap
to avoid future problems with
erosion -
The fore bay Sediment has accumulated to a Search for the source of the
depth greater than the original sediment and remedy the
design depth for sediment problem if possible. Remove
storage- the sediment and dispose of it
in a location where it will not
cause impacts to streams or
the BMP_
Erosionhas occurred. Provide additional erosion
protection such as reinforced
turf matting or riprap I needed
to prevent future erosion
problems.
Weeds are present- Remove the weeds, preferably
by hand. If pesticide is used,
wipe it on the plants rather than
spraying.
The vegetated shelf Best professional practices Prune according to best
show that pruning is needed to professional practices
maintain optimal plant health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology,
disease, etc- Remedy the
problem and replace plants.
Provide a one-time fertilizer
application to establish the
ground cover if a soil test
indicates it is necessary.
Weeds are present- Remove the weeds, preferably
by hand. If pesticide is used,
wipe it on the plants rather than
spraying -
The embankment
The outlet device i The
receiving water
Floating wetland island (if
applicable)
Shrubs have started to grow on
the embankment -
Evidence of muskrat or beaver
activity is present -
A tree has started to grow on
the embankment -
Remove shrubs immediately -
Use traps to remove muskrats
and consult a professional to
remove beavers -
Consult a dam safety specialist
to remove the tree -
An annual inspection by an Flake all needed repairs -
appropriate professional shows
that the embankment needs
repair -
Clogging has occurred -
The outlet device is damaged
Erosion or other signs of
damage have occurred at the
outlet.
Weeds or volunteer trees are
growing on the mat -
The anchor cable is damaged,
disconnected or missing -
Clean out the outlet device -
Dispose of the sediment off -
site.
Repair or replace the outlet
device.
Contact the local NC Division of
Water Quality Regional Office,
or the 4D1 Oversight Unit at
919-733-1786-
Remove the weeds or trees -
Restore the anchor cable to its
design state.
SUNGATE DESIGN GROUP, P.A.
*4* 905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243
ENG FIRM LICENSE NO. C-890
�. Stantec
Stantec Consulting Services Inc. Tel. (919) 851-6866
801 Jones Franklin Road Fax. (919) 851-7024
Suite 300 www.stantec.com
Raleigh, NC 27606 License No. F-0672
TOP ELEV=758.0'
nlrrn Tn Ar" nA/^1/
FRAME 1.5'
0.75' 6" DRAIN PIPE
I r\/X��� TO RISER
6" MIN. CONC. PAD
THICK.
2.5' 1
2.0'
2.0'
1 111`IVL
RATE SIZE
DRAIN PIPE TRASH RACK NOTES:
1. ALL JOINTS SHALL BE FULLY WELDED AROUND
JOINT WITH A MINIMUM OF A V4" BEAD.
2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD.
DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.
3. REMOVEABLE TRASH RACK SHALL BE ATTACHED
TO CONCRETE PAD BY HINGE OR SLIDE RAIL SYSTEM.
4. RACK AND HARDWARE SHALL BE ALUMINUM OR
GALVANIZED IN ACCORDANCE WITH ASTM A-153.
TRASH RACK DETAILS
*NOT TO SCALE*
(V
r
t
#4 REBAR
CHAIN
CLOSURE
VARIES
10" n„ 911 911 911 10"
octo l iVIV Ill
n
PLAN
RISER TRASH RACK NOTES:
1. ALL JOINTS SHALL BE FULLY WELDED AROUND
JOINT WITH A MINIMUM OF A V4" BEAD.
2. IF BOLTS ARE ANCHORED IN CONCRETE, FOLLOW STD.
DWG. 862.03 AND 862.04 FOR ANCHORING PROCEDURE.
3. EYEBOLT FOR CHAIN CLOSURE SHALL BE INSTALLED
BY THE SAME METHOD AS THE HINGE PLATE BOLTS.
4. RACK AND HARDWARE SHALL BE ALUMINUM OR REBAR
AND GALVANIZED IN ACCORDANCE WITH ASTM A-153.
EBOLT
,OVE AS NECESSARY)
IIFTAII A
CONCRETE PIPE CRADLE
��r trrr.
■
P! OP05ED PIPELINr< OVER EXISTING PIPE
,K COM
I'll I FIR I
f'K0F)05FD PIF ELINE UNDEK EXI9TINr3 FIFE
NOTES:
1. USE EXCAVATABLE FLOWABLE FILL AT 200 PSI OR CLASS B CONCRETE.
2. PROVIDE ADEQUATE TEMPORARY SUPPORT FOR ALL EXPOSED PIPE JOINTS AND SECTIONS DURING TRENCHING AND INSTALLATION WORK.
SUNGATE DESIGN GROUP, P.A.
ift905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243
ENG FIRM LICENSE NO. C-890
Stantec
Stantec Consulting Services Inc. Tel. (919) 851-6866
801 Jones Franklin Road Fax. (919) 851-7024
Suite 300 www.stantec.com
Raleigh, NC 27606 License No. F-0672
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-
RETAINING WALL ENVELOPES
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PROP. R/W
6.0' FROM FACE OF WALL TO
15� II i� BACK OF EXISTING CURB ` \ F
-L- STA 15+02.35 BEGIN RET. WALL NO. 1 i �� �� \\ �s`�
II ASPHALT WITH SAFETY RAILING + // ` v, c�
6 II -L- STA 14+95.17 SEE NCDOT STD 454 01 / 8sX zso. C'y �� �� c
II II
10.75' FROM FACE OF WALL TO SEE COG STD.
EN
RET. WALLING. 1
-L- STA 16+50.00
\ WIT
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SAFETY RAILING
DOT STD. 4S4.0
BACK OF EXISTING CURB .00
RETAINING WALL #1
S
COG STD. A
a'
�
STA 14+70.00
�k
�O
-L-
PI Sta 20+35.11
DELTA = 98' 12' 31.8" (RT)
D =
9° 57' 52.1"
L =
985.59'
T =
663.90'
R =
575.00'
CH
= 869.29'
WALL ENVELOPE DOES NOT ACCURATELY
DEPICT THE ACTUAL FACE OF THE WALL.
11 12
SUNGATE DESIGN GROUP, P.A.
905 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
TEL (919) 859-2243
ENG FIRM LICENSE NO. C-890
Stantec
Stantec Consulting Services Inc. Tel. (919) 851-6866
801 Jones Franklin Road Fax. (919) 851-7024
Suite 300 www.stantec.com
Raleigh, NC 27606 License No. F-0672
-Y2-
DELTA = 51' 11' 03.1" (LT)
D=35'48'35.5"
L = 142.93'
T = 76.63'
R = 160.00'
CH = 138.23'
FINISHED GRADE*
2:1 (H:V) OR FLATTER
GRADE
ELEVATION
4"THICK CONCRETE
SLOPE PROTECTION
. ----- - - - - --
SEPARATION
GEOTEXTILE �vl
` J
o N0. 57
STONE
AGGREGATE TOP OF
(NO. 57STONE) FOOTING
FOOTING
4"DIA.PERFORATED
DRAIN PIPE,
IF REQUIRED 9„
(SEE NOTE FOR PIPE) MIN
-WALL 1-]SAFETY
RAILING
4"
EXIST
GROUND
WALL FACE
GRADE
ELEV.
VARI ES
8.5'-13.2 5'
w
LU
_Z
J
2
BOTTOM
u
OF WALL
ELEV.
�a 4
s� C�
X
F
} I
\ I �
X00
\z
S \c tee
\ Sox t�
-WALL 2- HAS BEEN ELIMINATED]
SRW CAP UNIT (TYP)
APPROVED SEGMENTAL RETAINING
WALL (SRW) UNIT (TYP)
(SEE NOTE FOR SRW UNITS)
MAX TOP OF WALL
STEP HEIGHT = -
SRW UNIT HEIGHT
hx
a
H
W V
_F Z N
" W
H H
IBOTTOM
OF WALL
TOP OF WALL
8" MIN
S
tit STEP TOP OF FOOTING IN
10"MIN INCREMENTS OF SRW UNIT HEIGHT
AGGREGATE 6
(NO.57 STONE) MIN
FOOTING
STANDARD SEGMENTAL
GRAVITY WALL - PARTIAL ELEVATION
SRW CAP UNIT
TOP OF WALL
EXTENSION
4" MIN
OVERHANG
112„ - 11r2„
WALL BATTER =
a
3.5 - 9 DEGREES 0
M
APPROVED SEGMENTAL RETAINING =
v
WALL (SRW) UNIT (TYP)
(SEE NOTE FOR SRW UNITS)
v)
W
H
WALL FACE w
11
0,
o
a
BOTTOM OF WALL
10" MIN
T
BOTTOM OF FINISHED GRADE*
FOOTING 6:1 (H:V) OR FLATTER
STANDARD SEGMENTAL GRAVITY WALL WITH SLOPE
-)CEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT
ROADWAY 2011-067
SEWER
WATER 2011-067
SIDEWALK 2011-067
STANDARD DETAIL NO.454.01
STANDARD
SEGMENTAL GRAVITY
RETAINING WALL
STEEL BEAM
GUARDRAIL,
IF APPLICABLE
NOTES:
FOR STANDARD SEGMENTAL GRAVITY RETAINING WALLS, SEE SECTION 454 OF THE STANDARD
SPECIFICATIONS.
FOR STEEL BEAM GUARDRAIL,SEE ROADWAY PLANS AND SECTION 862 OF THE STANDARD
SPECIFICATIONS.
DO NOT ATTACH FENCES OR HANDRAILS TO STANDARD SEGMENTAL GRAVITY WALLS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS FOR INTERSTATE HIGHWAY OR RAILROAD
PROJECTS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS WHEN SURCHARGE LOADS WILL BE WITHIN
5'-6" OF THE BACK OF SRW CAP UNITS.
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS WHEN VERY LOOSE OR SOFT SOIL OR MUCK
IS BELOW WALLS.
SEGMENTAL RETAINING WALL (SRW)UNITS ARE APPROVED FOR EITHER 2' OR 41MAXIMUM
DESIGN HEIGHTS. FOR DETAILS AND DIMENSIONS OF APPROVED SRW UNITS AND MAXIMUM
DESIGN HEIGHTS,SEE
cnnnPct_ncdot_gnv/rPsni ircPs/GPoinginnl/PngPs/Procii icts_nsn
DO NOT MIX APPROVED SRW UNITS FROM DIFFERENT VENDORS ON THE SAME STANDARD
SEGMENTAL GRAVITY WALL. USE THE SAME SIZE APPROVED SRW UNITS FOR EACH WALL
SECTION.
BEFORE BEGINNING STANDARD SEGMENTAL GRAVITY WALL CONSTRUCTION, SURVEY WALL
LOCATIONS AND SUBMIT WALL PROFILE VIEWS (WALL ENVELOPES)FOR REVIEW. FOR WALL
ENVELOPES, INCLUDE BOTTOM OF WALL, EXISTING GROUND AND GRADE ELEVATIONS AND OTHER
ELEVATIONS AS NEEDED AT INTERVALS OF 25'OR LESS ALONG WALLS. DO NOT START WALL
CONSTRUCTION UNTIL WALL ENVELOPES ARE ACCEPTED.
A DRAIN PIPE IS REQUIRED IF GROUNDWATER IS ABOVE BOTTOM OF FOOTINGS.
DO NOT PLACE NO.57 STONE FOR FOOTINGS UNTIL EXCAVATION DIMENSIONS AND FOUNDATION
MATERIAL ARE APPROVED.
�I
I I
ELEVATION
I I
FINISHED GRADE*
I I
PAVEMENT SECTION,
IF APPLICABLE
I
------------ �- - - --
SEPARATION GEOTEXTILE ��✓
(OMIT FOR CONCRETE PAVEMENT, �S
FULL DEPTH ASPHALT
OR CEMENT TREATED BASE) \o
`�A N0. 57
X STONE
SEPARATION GEOTEXTILE�'q�°
SRW CAP UNIT
TOP OF WALL
CONTRACT SHEET
33 of 97
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
g��JO \OtA� L I T YT
°'A
-o
¢o Zm
BEFORE YOU DIGI
CONTACT ONB -CALL CENTER
1-800-632-4949 0R'811'
City of Greensboro Underground
Locates Information/Requests
COG Water Resources Dept. -373-2033
GDOT Traf f is Signal _ ---373-2606
COG/Guilford Co. Telecom _373-2084
COG Water Supply _ - - - - -373-5855
Tanks/Treatment Plants
GDOT Storm Water- _ _ _ _ _373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
11.0 Acres
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
DOCUMENT NOT CONSIDERED FINAL
EXTENSION
UNLESS ALL SIGNATURES COMPLETED
4"MIN
GEOTECHNICAL
OVERHANG
ENGINEER
Ir2„ - 1 r2„
WALL BATTER
=
a
3.5 - 9 DEGREES
c�
APPROVED SEGMENTAL RETAINING
WALL (SRW) UNIT (TYP)
(SEE NOTE FOR SRW UNITS)
Ln
W
WALL FACE
H
w
�
o
a
BOTTOM OF WALL
AGGREGATE
TOP OF
(NO.57 STONE)
FOOTING
FOOTING
4"DIA. PERFORATED
10"MIN
DRAIN PIPE,
IF REQUIRED
9„ 6"
I (SEE NOTE FOR PIPE) MIN MIN L 18"MIN
BOTTOM OF FINISHED GRADE*
FOOTING 6:1 (H:V) OR FLATTER
STANDARD SEGMENTAL GRAVITY WALL WITHOUT SLOPE
SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
AUTH. DATE
BENCH
MARKS NAD 83 / NAD 88
9/22/14
NGS
NORTHING
EASTING
ELEV. (FT.)
39W 200
834457.6481
1770772.1457
733.1370
39E 200
835057.9400
1772487.0400
735.6000
10/30/17
66W 200
830877.8756
1779665.1632
761.2500
9/22/14
66W 201
831387.0350
11778431.6022
1784.7500
ROADWAY DESIGN
ENGINEER
RETAINING WALL ENVELOPES
JOB NO.
P-
05187
CITY OF GREENSBORO
ENGINEERING DIVISION
DESIGNED 7/10/2017 BY MBF
CONST. SURVEY
BY
---
ALAMANCE CHURCH ROAD WIDENING
MARTIN LUTHER KING JR. DRIVE TO
GREENSBORO CITY LIMIT
CHECKED BY MBL
SCALE: 1" = 40' HORIZ 1" = 4' VERT
I RWI
SHEET NO.
1 OF 2