20180957 Ver 2_03b_DGP4_ConstructionDrawings_20211217

18"
767.84

S
FRIE NDLY AVE.CENTERLINE CREEKSSMH
SSMH
.
BID DATE:
F
PC
E
T
SS
P
W
G
X
Clean Out 1/16"-1/32" (labeled)............................
Proposed Manhole 1/8".......................................
Exist. Curb Inlet 5/32"-5/64"...............................
Prop. Curb Inlet 5/32"-5/64"................................
Exist. Telephone Or Power Pole 3/32"........................
Prop. Telephone Or Power Pole 3/32".........................
City Of Greensboro Signal Pole 3/32" (labeled)..............
Guy Wire 3/32"..............................................
Exist. Hydrant 3/32"........................................
Prop. Hydrant 3/32".........................................
Water Valve 3/32" (labeled).................................
Traffic Engineering Signal Box 5/64"........................
Gas Valve 3/32".............................................
Grate or Drop Inlet (D.I.) 3/32"............................
Right Of Way Monument 3/32".................................
Iron Pipe 3/64".............................................
Meter 5/64".................................................
Electrical Outlet 5/64" (labeled)...........................
Exist. Precise Traverse Point 7/64" (labeled)...............
18" Or Less Tree 1/4" (labeled).............................
Over 20" Tree 5/16" (labeled)...............................
Shrub 5/32".................................................
Underground Telecommunication Cable (labeled)..............
Light Pole 3/32" (labeled)..................................
Wheelchair Ramp (City Of Greensboro Std. #418)..............
Control Of Access Line 5/16"................................
Exist. Water Line (labeled).................................
Prop. Water Line (labeled)..................................
Exist. Sanitary Sewer (labeled).............................
Prop. Sanitary Sewer (labeled)..............................
Exist. Right Of Way.........................................
Proposed Margin.............................................
Easement (labeled)..........................................
L'GT
STANDARD TOPO SYMBOLS
CITY OF GREENSBORO
ENGINEERING DESIGN DIVISION
Temporary Construction Easement.............................
Exist. Dirt Street..........................................
Exist. Pavment..............................................
Exist. Curb (labeled).......................................
Exist. Curb & Gutter (labeled)..............................
Prop. Curb & Gutter (shaded & labeled)......................
Survey Line.................................................
Slope Line..................................................
Center Line.................................................
Exist. Storm Sewer (labeled)................................
Prop. Storm Sewer (labeled).................................
Gas Line (labeled)..........................................
Transmission Line & Tower...................................
Underground Power Line......................................
Fence (labeled).............................................
Railroad....................................................
Bridge (Prop. Solid & Exist. Broken)........................
Box Culvert (Prop. Solid & Exist. Broken)...................
Guard Rail..................................................
Hedges Or Bushes (labeled)..................................
Woods Line..................................................
Exist. House................................................
Temporary Silt Fence........................................
Erosion Control Device (COG Std. No. 215 & 432).............
1-SBD
2001
C
Telephone Booth 3/16"-5/16".................................
T
COG
COG
EIP
G
ELECT.
PTP
C.O.
Existing Manhole 1/8" (labeled)............................
Telecommunications Manhole 1/8" (labeled)..................
Telecommunications Box Or Pedestal 5/64" (labeled).........
c
A
G
ELECT.
PTP
C.O.
c
AALLCONSTRUCTIONMUSTCONFORMTOTHEUNDERGROUNDUTILITYPROTE
C
T
I
ONACTK:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_tsh.dgnProposed Pedestrian Light...................................
Proposed Street Light.......................................
COG Water Resources Dept.
Limits of Disturbance.......................................
PROJECT SPECIFIC
Norfolk Southern Railroad Pole (labeled)....................RRPROFESSION
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024436
12/17/2021VICINITY MAP
N.T.S.
SHEET NO DESCRIPTION
SURVEYORS:
GRAPHIC SCALE
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
10
1
ENGINEER:
220
220
220
29
70
15 30
30
3
JC WALLER & ASSOCIATES, PC
SPATIAL DATA CONSULTANTS, Inc.
LIMITS:McGEE STP
RES
COTT
S
TSMITH ST HI
LL ST-G1-
-G2-
-G3-PKWYBENJAMINAVEBATTLEGROUNDMILL RDFREEMANPHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102(SR 3841)MARKET STC1
C2C3C4C5C6 C7
C8
C9
TYPICAL SECTIONS AND DETAILS
TITLE SHEET
CONSTRUCTION SHEETS
SURVEY SHEETS W WASHINGTON STNORTH OF BENJAMIN PARKWAY
FROM SPRING GARDEN STREET TO
-G1- STA 10+22.00
BEGIN CONSTRUCTION
CITY PROJECT P-05645-04
BEGIN DOWNTOWN GREENWAY PHASE 4
-G2- STA 34+97.00
-G1- STA 33+23.00 =
-G3- STA 65+58.00
-Y8- STA 13+67.00 =GARDEN STSPRING-Y1--Y2--Y3-FRIENDLY AVE-G2- STA 56+82.00
CITY PROJECT P-05644A-04
BEGIN A&Y GREENWAY
CITY PROJECT P-05645-04
END DOWNTOWN GREENWAY PHASE 4
-G2- STA 62+15.97
END CONSTRUCTION
-G3- STA 66+00.47
BEGIN CONSTRUCTION
-G3- STA 84+10.00
END CONSTRUCTION
CITY PROJECT P-05644A-04
END A&Y GREENWAY
-Y8
--Y7-
-Y6--Y4-GUILFORD AVE-Y5--Y10-PKWYBENJAMIN
-Y9-
-Y11--G2A-HUNT STCEDAR
S
TSTREAM ENHANCEMENT PLANS
LANDSCAPE PLANS
TRAFFIC CONTROL PLANS C12INTERSECTION DETAIL SHEETS

-Y8- STA 12+21.95 (30' RT)
-G2- STA 62+40.00 =
PAVEMENT MARKING AND SIGNING PLANS
G1
STRUCTURE PLANS
CROSS SECTIONS
GENERAL NOTES CEDAR
S
TME
NDE
NHAL
L
S
T
C10C11C 2019
ST-1 THRU ST-49
L-100 THRU L-507
SR-1 THRU SR-21
STRUCTURE NOTESSN
PS1 THRU PS11
SIG.1 THRU SIG.7 SIGNAL PLANS
SIGNAL COMMUNICATIONS PLANS
INT1 THRU INT6
C1 THRU C17
S1A THRU S11
INDEX OF SHEETS
X1 THRU X180
T1 THRU T10
DRAINAGE SUMMARY SHEETS
EC-1 THRU EC-19 EROSION CONTROL PLANS
ITEM RELOCATION PLANS
LP-1 THRU LP-15 LIGHTING AND CONDUIT PLANS
UC1 THRU UC9
TCP1 THRU TCP5
UTILITY CONSTRUCTION PLANS
TITLE SHEET
TITLE SHEET
VOLUME 1
VOLUME 2
VOLUME 3
RDWY
SEWER
WATER
L.F. X $1.50 = $..................
L.F. X $1.50 = $..................
L.F. X $1.50 = $..................
..................
..................
..................
$..................TOTAL .................................
DATE FEE(S) RECEIVED BY CITY OF GREENSBORO
ROADWAY TO BE PRIVATELY INSPECTED
1076
230
0
0
0
SCP-1 THRU SCP-7
D-1 THRU D-5
TITLE SHEETVOLUME 4
CITY PROJECT NOS. P-05645-04 & P-05644A-04
DOWNTOWN GREENWAY PHASE 4 AND A&Y GREENWAY
EB-6037C
IR1A THRU IR9
-Y11-
-Y11-
Battleground Ave
W Market St
W Lee St
W Wendover Ave
E Lee St
Joseph Bryan Blvd
N Church StSummit AveNorforkSouthernCorpNorfork
Southern
Carolina CorpAve
W W endover
BEGIN PROJECT
END PROJECT
Spring
Garden
S
t

CreekBuffalo
Lake
Buffalo
N Cedar StW McGee St
PkwyBenjamin NAD
8
3
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILEDK:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-00312/17/2021PROFESSION
A
LE
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N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSION
A
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NG INEER
N ORTH CAR
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W
SEAL
024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
6'6'W 2'W
04
CL
020202
2'
GROUND
EXISTING
GROUND
EXISTING
J3 J1

POINT
GRADE
TYPICAL SECTION NO. 1
C1
PAVEMENT SCHEDULE
T PROPOSED COMPACTED EARTH MATERIAL
U EXISTING PAVEMENT
J1
D1
D2
E1
C2
E2
S1
PROPOSED 6" AGGREGATE BASE COURSE
T TJ3
T1
T1
PROPOSED AGGREGATE TOPSOIL
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C2
FOR LOCATIONS)
(SEE PLANS
PROPOSED FENCE
04
-G3-
-G2-
-G1-
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C4
C3
A AB C
04
CL
020202
J1

POINT
GRADE
TYPICAL SECTION NO. 2
T
C2
041:1
E1
R1
C3
6"
PROPOSED 2'-6" CONCRETE CURB AND GUTTERR1
R2
AT AN AVERAGE RATE OF 465 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
V MILLING EXISTING PAVEMENT (1.5")
R3
6"6"
THIS LINE
GRADE TO
6"
THIS LINE
GRADE TO
6"
S2 PROPOSED 6" CONCRETE SIDEWALK (CLASS B)
04
PROPOSED 1'-6" CONCRETE CURB AND GUTTER
3:1
3:1
NOT TO SCALE1:11:104
LT
W
RT
WBEGIN STA END STA BEGIN STA END STA
MATCHLINE AB
-G1-
A
3'6'
-G3-6'
5'5'-Y10-
2'MATCHLINE A04
6"
TYPICAL SECTION NO. 2A
-G1- STA 18+12.00 TO 18+86.00
LC
GROUND
EXISTING
3:1
3:
1
6'
C
2'
7'
2'
10+75.00
12+25.00
13+10.43
17+82.90
21+00.00
23+25.00
32+90.75
38+25.00
44+46.27
71+55.48
73+69.79
77+25.00
84+10.00
10+28.75
10+75.00
12+25.00
14+15.54
20+06.09
21+00.00
23+25.00
35+27.50
39+25.00
46+78.73
66+00.72
72+59.44
75+78.00
77+25.00
0
3
0
0
0
5
0
0
5
0
5
5
5
0
-G1- STA 10+28.75 TO 13+10.43
-G1- STA 14+15.54 TO 17+82.90
-G1- STA 20+06.09 TO 32+90.75
-G2- STA 35+27.50 TO 43+33.67
-G2- STA 46+78.73 TO 56+74.00
-G3- STA 66+00.72 TO 71+55.48
-G3- STA 72+59.44 TO 73+69.79
-G3- STA 75+78.00 TO 84+10.00

POINT
GRADE(MIN 1')
SAWCUT EXIST PAVEMENT
EXIST
ASSOCIATED WITH -Y10- (BENJAMIN PKWY)
- USE -CP01- (SEE SHEET C13) FOR GRADE POINT
GREENWAY OFF BACK OF CURB.
- CURB TO BE CONSTRUCTED FIRST AND BUILD
NOTES:
0
0
0
5
0
5
0
5
0
5
0
3
0
0
5
5
0
4
0
10+28.75
14+30.00
20+06.09
21+25.00
23+50.00
25+50.00
35+27.50
36+50.00
38+50.00
39+75.00
40+75.00
44+87.77
46+78.73
66+00.72
72+59.44
75+78.00
78+25.00
81+50.00
82+50.00
13+10.43
17+82.90
21+25.00
23+50.00
25+50.00
29+00.00
36+50.00
38+50.00
39+75.00
40+75.00
44+46.27
46+75.00
57+62.29
71+55.48
73+69.79
78+25.00
81+50.00
82+50.00
84+10.00
THAT VARY
FOR LOCATIONS
TIE TABLE
SEE SLOPE
THAT VARY
FOR LOCATIONS
TIE TABLE
SEE SLOPE
RTLT
SLOPE TIE TABLE
-G1-
11+25.00 3:1
11+50.00 2:1
11+75.00 3:1
24+00.003:1
24+50.00 2:1
24+75.00 3:1
25+25.00 2:1
25+50.00 3:1
28+75.00 3:1
29+00.00 2:1
29+25.00 2:1
RTLT
SLOPE TIE TABLE
-G2-
37+25.00 3:1
37+50.00 2:1
37+75.00 3:1
39+25.00 3:1
39+50.00 2:1
40+00.00 5:1
62+00.002:1
62+12.002:1
RTLT
SLOPE TIE TABLE
-G3-
66+08.00
66+25.00
66+50.00
70+50.00 25:1
70+75.00
73+00.00
76+25.00
3:1
76+50.00
76+75.00
77+00.00
50:1
49+00.00
49+00.00 49+25.00 3
49+25.00 49+50.00 6
49+50.00 49+75.00 3
51+25.0049+75.00 0
51+50.0051+25.00 3
51+50.00 51+75.00 6
51+75.00 52+00.00 3
52+25.00 55+25.00 0
55+25.00 55+50.00 3
55+50.00 55+75.00 6
55+75.00 56+00.00 3
56+00.00 57+62.28 3
14+15.54 14+30.00 5
10+75.00
10+50.00 3:1
10+36.00 3:13:1
25:1
3:1
15+25.00
15+50.00
15+75.00
3:1
4:1
3:1
17+75.003:1
18+00.00
3:1
25:17.2:1
18+12.00 3:120:1
50:118+25.0025:1
18+50.00 50:120:1
18+75.00 50:117:1
19+00.00 3:1
20+06.00 25:1
20+15.00 50:117:1
50:120+25.003:1
20+52.00 25:1
20+75.00 25:1
21+00.00 25:1
21+25.00 3:1
24+10.0025:1 3:1
24+25.00 25:13:1
25+00.00 25:1
26+25.00 3:1
26+50.00 50:13:1
26+75.00 50:125:1
27+00.0025:1 50:1
27+25.0025:1 50:1
27+50.0025:1 3:1
27+75.0025:1
28+00.0025:1
28+25.0025:1
28+50.0025:1
25:1
25:1
25:1
29+50.00 2:125:1
29+75.00 2:125:1
30+00.00 2:125:1
30+25.0025:1
30+50.003:1
32+25.00
32+59.00
32+75.00
32+90.75
3:1
25:1
25:1
3:1
38+25.003:1
38+50.0025:1
38+75.0025:1
39+00.0025:1
3:1
39+75.00 10:1
40+25.00 3:1
44+87.773:1
45+00.0025:1
45+25.003:1
25:1 45+50.00
10:1 45+75.00
20:1 46+00.00
46+25.00
46+50.00
100:1
100:1
46+75.00
47+00.00100:1
47+25.00
47+75.00
3:1
20:1
3:1
25:1
3:1
3:1
48+00.0025:1 3:1
48+25.00 25:13:1
48+50.00 3:1
54+00.00 3:1
54+25.00 25:1
54+50.00 25:1
54+75.00 3:1
55+50.00 3:1
55+75.00 25:1
56+00.00 3:1
57+75.00 25:1
3:157+50.00
25:1
67+00.00
66+75.00
67+50.00
67+25.00
67+75.00
68+00.00
68+25.00
68+50.00
68+75.00
25:1
25:1
25:1
25:1
3:1
25:1
25:1
25:1
25:1
25:1
3:1
69+75.00
69+50.00
69+25.00
69+00.00
3:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
70+00.00 25:1
70+25.00 25:1
3:1
3:1
73+25.0025:1
73+50.0025:1
73+75.0025:1
74+00.0050:1
74+75.0025:1
74+90.0025:1
75+78.003:1
76+00.00
3:1
3:1
3:1
79+00.00
77+75.00
78+00.00
78+25.00
77+25.00
77+50.00
25:1
100:1
100:1
3:1
50:1
50:1
3:1
3:1
80+00.00
79+25.00
79+50.00
79+75.00
80+75.00
81+00.00
80+25.00
80+50.00
82+75.00
82+00.00
81+25.00
81+50.00
81+75.00
82+25.00
82+50.00
GROUND
EXISTING
83+00.00
83+25.00
3:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
25:1
84+00.00
83+50.0025:1
3:1
83+75.0025:1
LOCATION)
(SEE PLANS FOR
RETAINING WALL
PROPOSED
J3
-Y10- STA 10+61.00 TO 12+82.00 RT
-G3- STA 74+72.00 TO 75+00.00
-G3- STA 73+69.79 TO 74+13.61
-G1- STA 17+82.90 TO 18+86.00
-G3A-
-G3-
-G1-
5'2'-G3A-VAR
-Y11- (BATTLEGROUND AVE)
-Y10- (BENJAMIN PKWY)
-Y2- (CEDAR ST)
-G2- STA 56+90.00 TO 58+29.32
11"(2' WIDTH)
2'
J3
J3
AT AN AVERAGE RATE OF 220 LBS. PER SQ. YD.
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
IN LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH.
AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT
T10
029+00.00 29+50.00
529+50.00 32+90.75
PROPOSED 6" x 18" CONCRETE OR GRANITE CURB
PROPOSED 4" CONCRETE SIDEWALK (CLASS B)
SEE NOTE 4
5. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
TO STA. 72+69.44.
-G3- STA. 71+55.48 TO STA. 71+55.48, -G3- STA. 72+59.44
4. USE S2 FROM -G2- STA. 56+74.00 TO STA. 56+90.00,
(2% MAX SUPERELEVATION).
3. SEE PLAN SHEETS FOR SUPERELEVATION TRANSITIONS.
MINIMUM WIDTH IS 5' FROM BACK OF CURB.
2. BERM WIDTH VARIES IN SELECT LOCATIONS.
1. AMENITY STRIP WIDTHS VARY IN SELECT LOCATIONS.
NOTES:
5'
MIN
4'
MIN
1'
C1
2.5'
D1
6'6'W 2'W
04
CL
020202
2'
GROUND
EXISTING
J3 J2

POINT
GRADE
T TJ3
C3
FOR LOCATIONS)
(SEE PLANS
PROPOSED FENCE
04
6"6"
THIS LINE
GRADE TO
04
3:1
3:11:11:104
-G2- STA 43+33.67 TO 44+46.27
THAT VARY
FOR LOCATIONS
TIE TABLE
SEE SLOPE
THAT VARY
FOR LOCATIONS
TIE TABLE
SEE SLOPE
SEE NOTE 4
GROUND
EXISTING
-G2-
TYPICAL SECTION NO. 1A
J3
J2 PROPOSED 12" AGGREGATE BASE COURSE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
6'6'2'3'
04
CL
020202
2'
GROUND
EXISTING
J1

POINT
GRADE
TYPICAL SECTION NO. 3
T TJ3
C2
-G2-
(MIN 1')
PAVEMENT
SAWCUT EXIST
R3
C3
2:
1 MAXVARI
ES6'6'
CL
02 0202
GROUND
EXISTING
J1
TYPICAL SECTION NO. 4
J3J3
C2
-G2-
CURB & GUTTER
RETAIN EXIST
GROUND
EXISTING
J1
04
R2
04
CL
GRASS
2'
C2
TYPICAL SECTION NO. 4A
6"
6"
6"
6"
THIS LINE
GRADE TOTHIS LINE
GRADE TO
-G2- STA 44+87.77 TO 46+78.73 -G2- STA 58+29.32 TO 62+15.97
-G2- STA 59+55.03 TO 61+92.76
T2
T2
WALL
RETAINING
PROPOSED
04
2'
10.5'1.5'
R2 C4
10.5'1.5'
-Y1- STA 10+14.00 TO 11+70.70
3:1
3:
1
3:1
NOT TO SCALE
04 04 1:1
POINT
PROFILE1:1MATCHLINE BMATCHLINE B1'
W
04
3.5'
2.5'
(SEE PLAN VIEW FOR LIMITS)
GUARDRAIL
LT
W
44+87.77 45+75.00 5
BEGIN STA END STA
45+75.00 46+78.73 2
J3
TYPICAL SECTION NO. 5
U
6"6"
1:1 1:1C4
E1
5'5'
R1
2.5'5'
S1
02EXIST
C1V
1'
C1
EXIST
1'
S1
02
R1
C4
2.5'5'
6"
1:11:1
6"
E1
GRADE TO THIS LINEGRADE TO THIS LINE
E1UE1
GROUND
EXISTING
3:1
3:
1
3:
1
3:1
GROUND
EXISTING
04
GRASS
(MIN 1')
PAVEMENT
SAWCUT EXIST
(MIN 1')
PAVEMENT
SAWCUT EXIST 11"11"
V
C4
-Y1- SPRING GARDEN ST
R2
CL
11.5'1.5'
R2 C4
1.5'
-Y1- STA 11+70.70 TO 14+46.50
TYPICAL SECTION NO. 6
U
6"6"
1:1 1:1C4
E1
5'5'2.5'
EXIST
C1VC1
EXIST
2.5'
GRADE TO THIS LINEGRADE TO THIS LINE
E1U
0202
GRASS
(MIN 1')
PAVEMENT
SAWCUT EXIST
(MIN 1')
PAVEMENT
SAWCUT EXIST
V
-Y1- SPRING GARDEN ST
11'11'11'
CURB
RETAIN EXIST
CURB
RETAIN EXIST
2'
T
T T T T
T T
SEE NOTE 5
SEE NOTE 5
T10
SEE NOTE 4
11'11'
BACKFILL
SELECT
SELECT BACKFILL
5'
MIN
4'
MIN
1'
0.5'
D1
U
NOTE 7
SEE
C1
7. SEE GRANITE CURB DETAIL ON SHEET T5.
6. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
DRAIN INSTALLATION.
DRAIN DETAILS. REMOVE EXIST PAVEMENT PRIOR TO UNDER
5. SEE CITY OF GREENSBORO STD. NO. 444 FOR UNDER
4. USE S2 FROM -G2- STA. 61+78.01 TO STA. 61+92.76.
(2% MAX SUPERELEVATION).
3. SEE PLAN SHEETS FOR SUPERELEVATION TRANSITIONS
MINIMUM WIDTH IS 5' FROM BACK OF CURB.
2. BERM WIDTH VARIES IN SELECT LOCATIONS.
1. AMENITY STRIP WIDTHS VARY IN SELECT LOCATIONS.
NOTES:
7'
C1
PAVEMENT SCHEDULE
T PROPOSED COMPACTED EARTH MATERIAL
U EXISTING PAVEMENT
J1
D1
D2
E1
C2
E2
S1
PROPOSED 6" AGGREGATE BASE COURSE
PROPOSED AGGREGATE TOPSOIL
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C4
C3
PROPOSED 2'-6" CONCRETE CURB AND GUTTERR1
R2
AT AN AVERAGE RATE OF 465 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
V MILLING EXISTING PAVEMENT (1.5")
R3
S2 PROPOSED 6" CONCRETE SIDEWALK (CLASS B)
PROPOSED 1'-6" CONCRETE CURB AND GUTTER
AT AN AVERAGE RATE OF 220 LBS. PER SQ. YD.
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
IN LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH.
AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT
PROPOSED 6" x 18" CONCRETE OR GRANITE CURB
PROPOSED 4" CONCRETE SIDEWALK (CLASS B)
J3
J2 PROPOSED 12" AGGREGATE BASE COURSE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003 PROFESSION
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024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
1:1C3
2.5'
02
GROUND
EXISTING
1'A B
2'
CL
2'
GROUND
EXISTING

POINT
GRADE
GROUND
EXISTING
(MIN 1')
PAVEMENT
SAWCUT EXIST
U
04 02
GROUND
EXISTING
B A 1'
THIS LINE
GRADE TO
02 02
S1
A
-Y1-
B
5'0'
-Y2-5'
B A
S1 R1
T
2.5'
-Y5-
-Y4-(RT)
-Y4-(LT)
11"
E1
0'
6"
6'
6'
5'
5'0'
4'
0'
S2
-G2A-
2.5'2.5'
-G2A- STA 12+34.70 TO 14+93.87
S1
OR
-Y11-
3:
1
3:1
3:1
3:
13:13:1
3:1
3:
1
4'5'
0'5'-G2A-
-Y3-*
-Y3-**
0'
-Y7-0'4'
LC
-G2A-
LC
-Y1- STA 12+29.20 TO 12+44.83 (RT)
-Y2- STA 11+90.00 TO 12+36.09 (LT)
-Y7- STA 12+52.14 TO 13+15.00 (LT)
EXIST

POINT
GRADE
T3
T3
6'6'2'2'
0202
S2

POINT
GRADE
CURB & GUTTER
RETAIN EXIST
CL
-Y6-
04
GROUND
EXISTING
GROUND
EXISTING04
-Y6- STA 10+66.00 TO 11+43.00
3:1
3:
1
VARIES
3:1
TYPICAL SECTION NO. 11
TYPICAL SECTION NO. 10
TYPICAL SECTION NO. 8
04
TYPICAL SECTION NO. 9
10'
T T
-G2A- STA 10+52.00 TO 12+34.70
-Y3- STA 10+48.85 TO 11+09.11 (LT)*
-Y3- STA 11+74.65 TO 11+88.35 (LT)**
-Y4- STA 19+26.50 TO 20+49.00 (RT)
-Y4- STA 18+83.05 TO 20+17.25 (LT)
-Y5- STA 11+29.22 TO 12+41.22
-Y7- STA 12+87.64 TO 13+43.21 (RT)
-Y11- STA 11+02.22 TO 11+58.13 (LT)
U
CL
5'5'2.5'
EXIST
C1
V
C1
EXIST
2.5'
V
11'11'
CURB
RETAIN EXIST
CURB
RETAIN EXIST
-Y1- STA 14+46.50 TO 18+72.00
TYPICAL SECTION NO. 7
U U
-Y1- SPRING GARDEN ST
5'
PARKING
5'
PARKING
8'
12'4'
4'
T T
T T
T10
NOT TO SCALE
-Y5- (GUILFORD AVE)
-Y4- (W. MARKET ST)
-Y3- (W. MCGEE ST)
3, 4, & 8
SEE NOTES
1' MIN
D1
C1
5'
MIN
4'
MIN
1'
0.5'
C3
R3
D1
C1
7'
(SEE GRANITE CURB DETAIL/SHEET T5)
STA 10+52.00 TO STA 12+34.70 LT
8. REMOVE AND RESET GRANITE CURB ALONG -G2A-
(SEE GRANITE CURB DETAIL/SHEET T5)
STA 11+29.22 TO STA 12+41.22 LT/RT
7. REMOVE AND RESET GRANITE CURB ALONG -Y5-
(SEE GRANITE CURB DETAIL/SHEET T5)
STA 18+83.05 TO STA 18+90.00 LT
6. REMOVE AND RESET GRANITE CURB ALONG -Y4-
5. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
4. CURB TO BE BASED OFF EXISTING EDGE OF PAVEMENT.
OFF BACK OF CURB.
3. CURB TO BE CONSTRUCTED FIRST AND BUILD GREENWAY
(2% MAX SUPERELEVATION).
2. SEE PLAN SHEETS FOR SUPERELEVATION TRANSITIONS.
1. SEE PLANS FOR SIDEWALK LOCATIONS.
NOTES:
MIN
4'
(MIN 1')
SAWCUT EXIST PAVEMENT
C1
PAVEMENT SCHEDULE
T PROPOSED COMPACTED EARTH MATERIAL
U EXISTING PAVEMENT
J1
D1
D2
E1
C2
E2
S1
PROPOSED 6" AGGREGATE BASE COURSE
PROPOSED AGGREGATE TOPSOIL
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C4
C3
PROPOSED 2'-6" CONCRETE CURB AND GUTTERR1
R2
AT AN AVERAGE RATE OF 465 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
V MILLING EXISTING PAVEMENT (1.5")
R3
S2 PROPOSED 6" CONCRETE SIDEWALK (CLASS B)
PROPOSED 1'-6" CONCRETE CURB AND GUTTER
AT AN AVERAGE RATE OF 220 LBS. PER SQ. YD.
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
IN LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT
PLACED IN LAYERS NOT LESS THAN 2.5" OR GREATER THAN 4" IN DEPTH.
I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE
PROPOSED VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE
IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH.
AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED
PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT
PROPOSED 6" x 18" CONCRETE OR GRANITE CURB
PROPOSED 4" CONCRETE SIDEWALK (CLASS B)
J3
J2 PROPOSED 12" AGGREGATE BASE COURSE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILEDK:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-00312/17/2021PROFESSION
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N ORTH CAR
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024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
T4
T4
NOT TO SCALE
1
3
8.33% (12:1) MAX SLOPE
CURB & GUTTER
DEPRESSED 2-6"
6" x 12" CONCRETE CURB
SURFACE SEE R.S.D.N. 848.05
DETECTABLE WARNING
5' MIN.
SIDEWALK
BREAK
GRADE
CONCRETE DEPRESSED CURB
2.00%
TYPE 1 MODIFIED
(ON BACK OF CURB)
T10
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILEDK:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-00312/17/2021PROFESSION
A
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N ORTH CAR
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M O ORE
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024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
T5
T5
NOT TO SCALE
6"
12"
GROUND
EXISTING
SURFACE
PROPOSED
•" RADIUS
3000 PSI AIR ENTRAINED
NOTE: CONCRETE SHALL BE CLASS A,
T10
STD. PROCTOR
6" COMPACTED ABC TO 95%
6"6"4"CONCRETE
ASPHALT 2"10"16"4"6"4"6"PROVISIONS
AND PROJECT SPECIAL
PRODUCT INFORMATION
GRANITE CURB - SEE
3600 PSI @ 28 DAYS
4" CONCRETE BASE,
18"
6"3"3"3"3"
12"
C3 3" S9.5B
D1 4" I19.0C
E1 4" TYPE B25.0C
PAVEMENT REPAIR DETAIL
6" X 18" CONCRETE CURB DETAILGRANITE CURB DETAIL
C3
D1
E1
PRODUCT INFORMATION
SUPPLIER: THE NC GRANITE CORPORATION (OR APPROVED EQUAL),
PO BOX 151, MOUNT AIRY, NC 27030, 1-800-227-6242,
WWW.NCGRANITE.COM
PRODUCT: 6" WIDE BY 16" DEPTH MOUNT AIRY GRANITE CURB WITH
SPLIT FACE TOP AND SAWN SIDES
FOR ADDITIONAL INFORMATION.
3)SEE PRODUCT SPECIAL PROVISIONS
CURBS IN COLOR, TEXTURE AND FINISH.
PROVIDED TO MATCH ADJACENT
OPERATIONS CENTER SHALL BE
FROM GREENSBORO FIELD
REPLACEMENT, NEW GRANITE CURB
CURB IS DAMAGED OR REQUIRES
2)IN AREAS WHERE EXISTING GRANITE
AND REPLACED AS SHOWN.
REMOVED, CLEANED OF DEBRIS
1)EXISTING CONCRETE CURB TO BE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILEDK:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-00312/17/2021PROFESSION
A
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NG INEER
N ORTH CAR
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M O ORE
WPROFESSION
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024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
T6
T6
NOT TO SCALE
ROAD
AA
B B
C HUMPL
LC
PARABOLIC
6'-0"
FLAT
10'-0"
22'-0"
PARABOLIC
6'-0"
15" MIN
C HUMPL
6'-0"
1'-0"6'-0"CROSSWALK AREA1'-0"
C OF TRAVEL LANEL
LC ROAD
CROWN
PARABOLIC
CL
1'-6"1'-6"1'-6"1'-6"
6'-0" PARABOLIC 6" MAX5 1/4 " MIN2 5/8 " MAX2 3/8 " MIN0
FOR EXTRA DEPTH AT EDGE
MILL 1" DEEP x 18" WIDE
PAVEMENT MARKING DETAILSECTION VIEW "B-B"
SECTION VIEW "A-A"
PLAN VIEW
CONSTRUCTION NOTES:4 1/2 " MAX3 7/8 " MIN5 5/8 " MAX4 7/8 " MINVIEW "B-B"
SEE SECTION
PARABOLIC
(REFER TO PLANS)
SIDEWALK PAVERS
(REFER TO PLANS)
SIDEWALK PAVERS
2%2%2%2%2%(REFER TO STREETSCAPE DETAILS)
DECORATIVE CROSSWALK
4.5" B25.0B
1.5" S9.5BEXISTEXISTEXISTEXIST6. APPLY PAVEMENT MARKINGS PER SPECIFICATIONS.
5. SURFACES OUTSIDE APPROVED WORK AREAS TO BE KEPT CLEAN AND FREE OF ASPHALT.
CONFORM TO NCDOT SPECIFICATIONS.
4. FINISH EDGES BY APPLYING TACK COAT AND SAND SWEEPING. TACK COAT SHALL
3. ASPHALT SHALL BE ROLLED FOR COMPACTION PER SPECIFICATIONS.
2. APPLY TACK COAT OVER AIR-BLOWN CLEANED AND SWEPT ASPHALT CONCRETE.
1. MILL FOR EXTRA DEPTH AT EDGES AS SHOWN.
GRANITE CURB GRANITE CURB
GRANITE CURB GRANITE CURB
2%GRANITE CURB
4"
CONCRETE BASE
MIN. 4-6" SOLID
36"
INSTALL ENHANCER KIT
INTO BASE POLE TO
MAIN POLE WILL SLIDE
STOP EXPERTS, INC)
TO BE INSTALLED BY
(TOP ASSEMBLY
4"-6"
18"
POINT ONLY
BASE POLE UP TO THIS
CONCRETE ALL AROUND
18"
EXIST GROUND
CURB
EXISTINGPOLE ABOVE GROUND
LEAVE 4" OF BASE
LET CONCRETE CURE FOR 24 HOURS.
FILL THE REST OF THE HOLE WITH LOOSE DIRT AND
THE GROUND.
AND PUSH DOWN UNTIL 4" IS EXTENDED ABOVE
PLACE THE BASE POLE IN THE CENTER OF THE HOLE
THE DETAIL BELOW.
UP TO THE DESIRED DEPTH AS SHOWN ON
POUR MIXED CONCRETE INTO THE HOLE
DEEP.
DIG A HOLE 4" IN DIAMETER BY 3' TO 3.5'
BASE POLE INSTALLATION STEPS:
1.
2.
3.
4.
CONCRETE FOOTING
6'' ABC
DETAIL INSET ABOVE)
FACING ROAD. (SEE
ANGLED TOP CUT
TURNBUCKLE TYPICAL OF (3) PER END
POST
END POST (TYP.) POST TO RECEIVE 2
COATS OF WATER BASED SEALANT BEFORE
INSTALLATION
CONCRETE FOOTING
6'' ABC
6''
2''
EQ EQ
6''
COATS OF WATER BASED SEALANT BEFORE
INSTALLATION
ANCHOR POST (TYP.) POST TO RECEIVE 2
T10
PRIOR TO CONSTRUCTION
OWNER FOR APPROVAL
SHEET TO DESIGNER/
AND TECHNICAL DATA
TO SUBMIT SAMPLE
CABLE; CONTRACTOR
STEEL TENSIONED
3/8'' DIA. GALVANIZED
FACING
TRAILFACING
ROAD
HOLE (TYP.)
1/2'' DIA. DRILL
RECTANGULAR RAPID FLASHING BEACON DETAIL
3. ABUT POSTS TO BACK FACE OF WALL WHERE APPLICABLE
2. ANCHOR POSTS (SEE DETAIL INSET ABOVE) SHALL OCCUR EVERY 6'-0"; ALONG THE FENCE LINE (MAX.)
ARSENATE @ NET RETENTION OF 0.40 LBS/CF. WOOD SHALL BE DRIED AFTER TREATMENT.
1. ALL WOOD FOR FENCE TO BE PRESSURE TREATED YELLOW PINE TREATED WITH CHROMATED COPPER
NOTES:
LINE POST - TYPICAL SECTION
SPD COMPACTED
EXISTING GRADE 95%
END ANCHOR POST - TYPICAL SECTION
24''
14"
14"
14"
6''
(TYP.)
6' - 0'' O.C.
LINE ANCHOR POST - TYPICAL (SECTION)
(MIN. EVERY 60')
POST (PLAN)
TOP OF POST SECTION
RAISED CROSSWALK DETAIL POST AND CABLE FENCE DETAIL
CONCRETE FOOTING
6'' ABC
12"
12"
12"
3/4" DIA. GALVANIZED STEEL JAW AND SWAGE
PER END POST
NUT AND FLAT WASHER TYPICAL OF (3)
3/4" DIA. GALVANIZED STEEL THREADED EYE BOLT,
ANCHOR POST
TURNBUCKLE TYPICAL OF (3) PER
3/4" DIA. GALVANIZED STEEL JAW AND SWAGE
ANCHOR POST
EYE BOLT TYPICAL OF (3) PER
3/4" DIA. GALVANIZED STEEL 3'' THREADED
STEEL CABLE (TYP)
7/16" HOLE FOR
1 1/2"
(SEE NOTE 1)
TOOLED CONTROL JOINT
FABRIC REINFORCEMENT
6"x6"x6 GA. WELDED WIRE
COMPACTED SUBGRADE
4000 PSI CONCRETE
AGGREGATE BASE COURSE
CONCRETE PAVEMENT DETAIL
MIN
4"
4"
MEETS CURB.
3. EXPANSION JOINTS TO BE USED WHERE CONCRETE
2. EXPANSION JOINTS 20' MAX. SPACING.
PATTERNS, WITH 5' MAX. SPACING.
1. CONTROL JOINTS TO BE INTEGRATED WITH SCORING
NOTES:
BIKE LANE DELINEATOR
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILEDK:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
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T7
T7
NOT TO SCALE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
Min. D= 1 Ft.
Ground
Natural
Flatter2:1 or
Slope
Fill Fill Slope2:1 or Flatter
Type of Liner= CLASS B Rip-Rap
bGround
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
Grade
Ditch
GEOTEXTILE
10'min.
1.0'min.2'
b= 2 Ft.
d= 2 Ft.
DETAIL 1
2:1D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
DETAIL 3
INLET CHANNEL - LOOKING DOWNSTREAM
OUTLET CHANNEL - LOOKING DOWNSTREAM
B
GROUND
EXIST
1
2
TO TOP OF CHANNEL
CLASS II RIP RAP
1
2
Type of Liner = Class 'II' Rip-Rap
1
1.5
( Not to Scale)
D
B
GROUND
EXIST
( Not to Scale)
1
2
1.5'
Type of Liner = Class 'II' Rip-Rap
INLET CHANNEL - LOOKING DOWNSTREAM
1
2
D
B
GROUND
EXIST
( Not to Scale)
1
2
1.5'
TO TOP OF CHANNEL
CLASS II RIP RAP
Type of Liner = Class 'II' Rip-Rap
1
2
TO TOP OF CHANNEL
CLASS II RIP RAP
GEOTEXTILE
GEOTEXTILE
OUTLET CHANNEL - LOOKING DOWNSTREAM
DETAIL 2 DETAIL 4
DETAIL 11
(BURIED 1')
12' X 7' RCBC
SILL
2.0'
STA. 24+10 -G1- (LT)
STA. 24+25 -G1- (RT)
D
B
GROUND
EXIST
2.0' SILL
( Not to Scale)
1
2
1.5'
TO TOP OF CHANNEL
CLASS II RIP RAP
1
2
Type of Liner = Class 'II' Rip-Rap
1
1.5
INLET CHANNEL - LOOKING DOWNSTREAM
OUTLET CHANNEL - LOOKING DOWNSTREAM
D
B
GROUND
EXIST
1
2
1.5'
TO TOP OF CHANNEL
CLASS II RIP RAP
1
2
Type of Liner = Class 'II' Rip-Rap
1
1.5
( Not to Scale)
GEOTEXTILE
GEOTEXTILE
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
DETAIL 13
STA. 39+94 -G2- (LT)
STA. 47+99 -G2- (LT)
STA. 48+15 -G2- (RT)
(BURIED 1')
2 @ 7' X 7' RCBC
(BURIED 1')
2 @ 10' X 6' RCBC
(BURIED 1')
2 @ 10' X 6' RCBC
DETAIL 8 DETAIL 10 DETAIL 12
EXISTING TO 14'
B = VARIES
Min. D = 5.5 Ft.
EXISTING TO 21'
B = VARIES
Min. D = 5.5 Ft.
EXISTING TO 21'
B = VARIES
Min. D = 5.0 Ft.
2:
1
b
( Not to Scale)
D2:12:1Ground
Natural
RDWY
BERM 'V' DITCH
FROM STA. 38+00 TO STA. 38+40 -G2- LT
DETAIL 6
2:1D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
Ground
Natural
Slope
Fill
DETAIL 7
B= 4 Ft.
Min. D= 1 Ft.
EXISTING TO 12'
B = VARIES
Min. D = 6.0 Ft.
D
B
GROUND
EXIST
2.0' SILL
( Not to Scale)
1
2
1.5'
TO TOP OF CHANNEL
CLASS II RIP RAP
1
2
Type of Liner = Class 'II' Rip-Rap
1
1.5
GEOTEXTILE
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
EXISTING TO 15'
B = VARIES
Min. D = 7.0 Ft.
(BURIED 1')
2 @ 7' X 7' RCBC
EXISTING TO 10'
B = VARIES
Min. D = 4.5 Ft.
DETAIL 9
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 5
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
STA. 80+80 -G3- (RT)
STA. 52+10 -G2- (LT)
C Proposed Ditch
FROM STA. 55+00 TO STA. 57+60 -G2- LT
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
(BURIED 1')
12' X 7' RCBC
SILL
2.0'
1
1.5
1
1.5
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
D
1.5'
GEOTEXTILE
STA. 31+25 -G1- RT
FROM STA. 24+25 TO STA. 24+35 -G1- LT
FROM STA. 24+10 TO STA. 24+25 -G1- RT
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
FROM STA. 15+75 TO STA. 17+25 -G1- RT
1.5:1
DETAIL 14
b= 2.0 Ft.
Min. D= 1 Ft.
FROM STA. 68+75 TO STA. 69+75 -G3- LT
FROM STA. 14+75 TO STA. 15+00 -G2A- LT
FROM STA. 48+15 TO STA. 49+00 -G2- LT
FROM STA. 40+00 TO STA. 40+75 -G2- RT
FROM STA. 39+39 TO STA. 39+56 -G2- LT
STA. 39+78 -G2- (RT)
Type of Liner= CLASS 'I' OR 'II' RIP RAP (SEE PLANS)
T10
FROM STA. 52+25 TO STA. 55+00 -G2- LT
FROM STA. 49+00 TO STA. 52+00 -G2- LT
FROM STA. 23+50 TO STA. 24+14 -G1- RT
FROM STA. 10+75 TO STA. 12+60 -G1- LT
DRAINAGE DETAILS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
FROM STA. 84+06 TO STA. 84+25 -G3- LT
FROM STA. 83+80 TO STA. 84+06 -G3- LT
FROM STA. 80+90 TO STA. 84+10 -G3- RT
FROM STA. 78+47 TO STA. 80+75 -G3- RT
FROM STA. 77+50 TO STA. 79+00 -G3- LT
FROM STA. 76+50 TO STA. 77+25 -G3- RT
FROM STA. 76+00 TO STA. 76+50 -G3- RT
FROM STA. 69+75 TO STA. 71+60 -G3- LT
FROM STA. 58+25 TO STA. 58+75 -G2- LT
FROM STA. 43+75 TO STA. 44+00 -G2- RT
FROM STA. 41+00 TO STA. 43+75 -G2- RT
FROM STA. 35+35 TO STA. 37+75 -G2- LT
FROM STA. 31+25 TO STA. 32+90 -G1- LT
FROM STA. 30+50 TO STA. 31+25 -G1- LT
FROM STA. 25+50 TO STA. 26+50 -G1- LT
FROM STA. 24+30 TO STA. 25+50 -G1- LT
FROM STA. 21+25 TO STA. 23+15 -G1- RT
FROM STA. 17+25 TO STA. 17+95 -G1- RT
FROM STA. 14+30 TO STA. 15+75 -G1- RT
FROM STA. 12+60 TO STA. 13+17 -G1- LT
FROM STA. 12+60 TO STA. 13+17 -G1- RT
FROM STA. 12+25 TO STA. 12+60 -G1- RT
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILEDK:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
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T8
T8 T10
NOT TO SCALE DRAINAGE DETAILS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
T9
T9 T10
NOT TO SCALE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
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2015-003 PROFESSION
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024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
T10
T10 T10
FENCE AND RAILING SUMMARY
SPECIAL DRAINAGE STRUCTURES
NOT TO SCALE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_typ.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
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2015-003 PROFESSION
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024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_General Notes.dgnPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
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2015-003
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GENERAL NOTES
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
LIST OF ROADWAY STANDARD DRAWINGS
DESCRIPTIONSTD NO.
DESCRIPTIONSTD NO.
"F"
INCIDENTAL TO THE PROJECT AND THERE WILL BE NO ITEM FOR THIS WORK.
CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO EACH RESIDENCE, BUSINESS, AND MAILBOX IN THE WORK ZONE. THIS WORK SHALL BE
EXCAVATION AND CONSTRUCTION SHALL BE ACCORDING TO THE LATEST OSHA REGULATIONS.
PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE.
SAFETY:
ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE
TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE
GRADE LINE:
AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO 225.04 USING THE RATE OF SUPERELEVATION
SUPERELEVATION:
INVOLVED.
AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS,
SIDE ROADS:
ARE REFERENCED FROM FACE OF CURB.
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STD. NO. 848.04 USING THE RADII NOTED ON PLANS. RADII
STREET TURNOUT:
ALL WORK MUST BE COMPLETED WITHIN CONSTRUCTION LIMITS SHOWN ON PLANS.
ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON PLANS.
ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR.
CONTRACTOR TO GRADE FILL/CUT SLOPES TO TIE INTO EXISTING GROUND AND AVOID PONDING.
AND DRAWINGS.
CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS PERFORMED IN ACCORDANCE WITH NCDOT SPECIFICATIONS
OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CONTRACTOR SHALL RESTORE ANY LAY-DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE
CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW TIE-IN TO OBTAIN A CLEAN EDGE.
REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAWCUT TO OBTAIN A CLEAN EDGE FOR NEW
PROTECTED FROM DAMAGE AND RAISED TO FLUSH WITH NEW GRADE.
CLEANOUTS AND METERS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION THAT ARE TO REMAIN, SHALL BE
AND DISPOSAL OF MATERIALS AND DEBRIS.
THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL REQUIREMENTS REGARDING REMOVAL
DEMOLITION AND GRADING NOTES:
GENERAL NOTES AND STANDARD DRAWINGS
MUST BE KEPT CLEAN AND IN GOOD WORKING ORDER UNTIL THE AREA IS STABILIZED.
ALL EROSION CONTROL DEVICES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH CITY OF GREENSBORO STANDARDS AND
IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES.
THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVICES MAY BE ADJUSTED BY THE ENGINEER AS APPROVED BY NCDENR
SILT FENCE WILL BE INSTALLED WHERE THE PROPOSED FILL SLOPE IS 1' OR GREATER IN ELEVATION AND AS DIRECTED BY THE ENGINEER.
RIGHT-OF-WAYS AS SHOWN ON PLANS AND AS DIRECTED BY THE FIELD ENGINEER.
NO DISTURBANCE IS ALLOWED BEYOND TEMPORARY CONSTRUCTION EASEMENT, CUT/FILL SLOPE LINES, OR EXISTING/PROPOSED
CONTRACTOR TO REMOVE SEDIMENT FROM CITY STREETS TO PREVENT BUILDUP AS DIRECTED BY FIELD ENGINEER.
EROSION CONTROL PLANS FOR SPECIFIC TIMEFRAMES.
PERMANENTLY CEASED IN ACCORDANCE WITH NPDES GENERAL STORMWATER PERMIT SOIL STABILIZATION TIMEFRAMES. REFER TO
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTRUBING ACTIVITIES HAVE TEMPORARILY OR
PLYWOOD INLET PROTECTION MAY ALSO BE UTILIZED.
CONTRACTOR AT THE END OF EACH WORK DAY. SEE C.O.G STD 443, INLET PROTECTION DETAIL, FOR STORM DRAIN UNDER CONSTRUCTION.
INLETS ADJACENT TO OCCUPIED TRAVEL LANES. INLET PROTECTION OF PARTIALLY INSTALLED STORM DRAINS SHOULD BE INSTALLED BY
STD. NO. 431 INLET PROTECTION AT EXISTING AND PROPOSED INLETS. INSTALL C.O.G. STD. NO. 450 INLET PROTECTION AT EXISTING CURB
PROTECTION FOR ALL EXISTING AND PROPOSED STORMWATER INLETS WITHIN THE DISTURBED PROJECT LIMITS.INSTALL C.O.G.
INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS SHOWN ON PLANS AND AS DIRECTED BY FIELD ENGINEER. PROVIDE ADEQUATE
DEWATERING OF STRUCTURES WITH SEDIMENT-LADEN WATER DIRECTLY TO STREAMS IS PROHIBITED.
OF CLEARING AND GRUBBING.
PARKS AND RECREATION DEPARTMENT. ALL TREES WITHIN SLOPE STAKE, UNLESS NOTED OTHERWISE, ARE TO BE REMOVED AS PART
ON PLANS ARE NOT TO BE DISTURBED. EFFORTS TO SAVE THESE TREES MAY REQUIRE TREE WELLS AND COORDINATION WITH CITY
1' INSET FROM EASEMENT. CONTRACTOR TO MINIMIZE IMPACTS ON ALL TREES LOCATED ADJACENT TO PROJECT. TREES SPECIFIED
NO. 200.02). PROPOSED SILT FENCE WILL BE PLACED AT TOE OF SLOPE AND THE LIMITS OF DISTURBANCE WILL BE MEASURED
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II (NCDOT STANDARD DRAWING
CLEARING AND EROSION CONTROL:
CONTACT ENGINEER.
INCLUDED IN THE PLANS. CURB RAMPS MUST BE INSTALLED AT THE PROPER LOCATION. IF EXACT LOCATION IS UNCLEAR,
SHALL BE IN ACCORDANCE WITH THE NCDOT STANDARD DRAWINGS 848.05, 848.06, OR ALTERNATIVE CURB RAMP DETAILS
CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. THE CONSTRUCTION OF ALL CURB RAMPS
CURB RAMPS:
EXISTING ROADWAY PAVEMENT SHOULD BE PROTECTED AT ALL TIMES.
EXCAVATED MATERIAL MAY NOT BE PLACED ON THE ROADWAY PAVEMENT ON ALL CITY OF GREENSBORO AND NCDOT ROADWAYS. THE
SIDEWALK.
THERE MUST BE A MINIMUM OF 48" HORIZONTAL CLEARANCE AROUND ANY OBSTRUCTION THAT CANNOT BE RELOCATED FROM WITHIN THE
DO NOT DISTURB MONUMENTS. CITY TO PLACE IN WATER METER BOXES WHERE NONE EXISTS.
" EXPANSION MATERIAL AROUND ALL POLES, METERS, VAVES, AND CURB INLETS.2
1PLACE
TYPE PER COG STD 224.
REPLACE ALL EXISTING STANDARD SEWER CLEAN-OUTS THAT FALL WITHIN THE PROPOSED SIDEWALK WITH HEAVY DUTY TRAFFIC BEARING
THE PROPOSED SIDEWALK.
(OR TO THE GRASS STRIP IF NECESSARY). ALL BACKFLOW PREVENTORS PARTIALLY OR FULLY WITHIN SIDEWALK TO BE RELOCATED BEHIND
PROPOSED GRADE. ANY WATER METERS PARTIALLY WITHIN PROPOSED SIDEWALK TO BE RELOCATED BEHIND THE PROPOSED SIDEWALK
ADJUST ALL VALVES, WATER METERS, AND MANHOLES IF FULLY IN SIDEWALK OR GRASS STRIP BETWEEN CURB AND SIDEWALK TO
CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO CONSTRUCTION.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS.
SIDEWALK:
TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
REVISED VERSION OF THE "ROADWAY AND UTILITY STANDARD DRAWINGS" ARE APPLICABLE
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN THE CITY OF GREENSBORO'S LATEST
G1
CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
HIGHWAY DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C.,
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"
GDOT
DUKE ENERGY
CITY OF GREENSBORO WATER RESOURCES DEPARTMENT (WATER AND SEWER)
CHARTER SPECTRUM
AT&T - TRANSMISSION
AT&T - DISTRIBUTION
WINDSTREAM
PIEDMONT NATURAL GAS COMPANY
NORTH STATE COMMUNICATIONS
MCNC
LEVEL 3 COMMUNICATION
400 STANDARD 4' DIA. BRICK MASONARY STORM SEWER MANHOLE
402 STANDARD 4'-6" BRICK MASONARY CURB INLET
411 STANDARD INLET RING AND COVER
412 STANDARD PRECAST CURB INLET TOP
413 STANDARD MANHOLE RING AND COVER
414 STANDARD PLASTIC STEP FOR BRICK MASONRY STRUCTURES
415 STANDARD CONCRETE ENCASEMENT FOR MANHOLE AND VALVE CASTINGS IN PAVEMENT
TYPICAL WALK AND RESIDENTIAL DRIVEWAY SECTION FOR CURB AND GUTTER STREETS
420 STANDARD CONVERSTION TOP CURB AND DROP INLETS TO JUNCTION BOX
443 PARTIALLY INSTALLED STORM SEWER PROTECTION
443-A INLET PROTECTION FOR F.E.S
DRIVEWAY REPLACEMENT LIMITS. ALL DRIVEWAY REPLACEMENTS NEED TO PROVIDE AN ADEQUATE DRIVEWAY TIE.
ALL DRIVEWAY REPLACEMENTS INCLUDE THE REMOVAL OF EXISTING APRON AND GUTTER PAN. REFER TO PLANS FOR ANTICIPATED
ALL GRAVEL DRIVEWAYS SHALL BE CONSTRUCTED WITH CONCRETE FOR A MINIMUM OF 5' BEHIND THE PROPOSED SIDEWALK.
THE CONTRACTOR SHALL RECONSTRUCT DRIVEWAYS IN SUCH A MANNER AS TO PROVIDE A SMOOTH TRANSITION TO EXISTING.
OR AS DIRECTED BY THE ENGINEER.
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS
DRIVEWAYS:
TRAFFIC CONTROL DEVICES) AND NCDOT, AND GDOT STANDARDS.
ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET THE MOST CURRENT VERSIONS OF THE MUTCD (MANUAL ON UNIFORM
SIGNING AND PAVEMENT MARKING:
STANDARD 5' DIA. BRICK MASONARY STORM SEWER MANHOLE401
434
435
STANDARD 24" X 36" GRATE AND FRAME (HEAVYWEIGHT)
STANDARD BRICK MASONRY DROP INLET FOR 24" X 36" GRATE
UTILITY OWNERS ON THIS PROJECT ARE:

INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS AND PLANS.
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE
ENCOUNTERED DURING CONSTRUCTION.
THE PLANS TO BE RELOCATED BY OTHERS. CONTRACTOR TO COORDINATE WITH THE CITY IF ADDITIONAL UTILITY CONFLICTS ARE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES. KNOWN UTILITIES IN CONFLICT ARE SHOWN ON
POWER POLES AS REQUIRED FOR ANY DEEP EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH POLE OWNERS ANY ADDITIONAL SUPPORT OF EXISTING
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON PLANS.
POLE AND GUY WIRE RELOCATIONS/ADJUSTMENTS TO BE ACCOMPLISHED BY OTHERS.
THE CONTRACTOR.
UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION PLANS SHALL BE THE RESPONSIBILITY OF
ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF ANY
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF
TO COORDINATE WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY AS NECESSARY TO IDENTIFY UTILITIES.
ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR
LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION,
ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY OF GREENSBORO WATER RESOURCES DEPARTMENT FOR

UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL
GRADE OF SIDEWALK AND DRIVEWAYS. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS
ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED
THE PROJECT CORRIDOR PRIOR TO START OF CONSTRUCTION.
CONTRACTOR SHALL VERIFY WITH THE CITY AND ENGINEER THE STATUS OF SANITARY SEWER AND WATER REHABILITATION ALONG
DAMAGING OR DESTROYING EXISTING SERVICES.
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID
CITY OF GREENSBORO, JC WALLER & ASSOCIATES, AND MCKIM & CREED, INC., AND THE BEST AVAILABLE RECORD DRAWINGS. THE
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON FIELD SURVEYS PERFORMED BY
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR TO CONTACT LOCAL UTILITIES THAT PROVIDE
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE [phone] OR 811) AT LEAST 72 HOURS PRIOR TO BEGINNING
UTILITY NOTES:
FOR LOCATION.
HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY/DRIVE LANE. REFER TO PLANS
CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED BETWEEN
STANDARDS (10' BETWEEN 8" WIDE CROSSWALK LINES AND 5' BETWEEN 8" CROSSWALK LINE AND 24" WIDE STOP BAR).
CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH GDOT
OTHERWISE NOTED ON PLANS.
ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT AND GDOT STANDARD THERMOPLASTIC PAVEMENT MARKINGS UNLESS
ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE LOCATED A MINIMUM OF 2 FEET FROM EDGE OF TRAVELWAY.
CITY STREETS.
THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE ROADWAYS AND
MARTIN (GDOT) [phone] TO ARRANGE PICK-UP OF REMOVED SIGNS/CHANNEL POSTS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR RESETTING OR REPLACING EXISTING SIGNS AND SETTING NEW SIGNS. CONTACT CHRIS
THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND STOCKPILING OF EXISTING SIGN SYSTEMS (INCLUDING U-CHANNEL POST).
SIGNING AND PAVEMENT MARKING(CON'T):
STANDARD 6' BRICK MASONRY CURB INLET 403
MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS904.50
ORIENTATION OF GROUND MOUNTED SIGNS904.10
DRAINAGE DITCHES WITH CLASS 'B' RIP RAP876.04
GUIDE FOR RIP RAP AT PIPE OUTLETS876.02
RIP RAP IN CHANNELS876.01
STRUCTURE ANCHOR UNITS862.03
GUARDRAIL INSTALLATION862.02
GUARDRAIL PLACEMENT862.01
CURB RAMP - PROPOSED CURB & GUTTER848.05
DRIVEWAY TURNOUT - DROP CURB TYPE848.03
CONCRETE SIDEWALK848.01
CONCRETE CURB, GUTTER AND CURB & GUTTER846.01
PIPE COLLAR840.72
DRAINAGE STRUCTURE STEPS840.66
MANHOLE FRAME AND COVER840.54
PRECAST DRAINAGE STRUCTURE840.45
BRICK JUNCTION BOX - 12" THRU 66" PIPE840.32
CONCRETE JUNCTION BOX - 12" THRU 66" PIPE840.31
ANCHORAGE FOR FRAMES - BRICK OR CONCRETE OR PRECAST840.25
FRAME, GRATES AND HOOD - FOR USE ON STANDARD CATCH BASIN840.03
CONCRETE CATCH BASIN - 12" THRU 54" PIPE840.02
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES840.00
AGGREGATE SHOULDER DRAIN816.02
DIVISION 8 - INCIDENTALS
TYING PROPOSED PAVEMENT TO EXISTING700.05
DIVISION 7 - CONCRETE PAVEMENTS AND SHOULDERS
CROSS PIPE END SECTION - PRECAST CONCRETE SECTION FOR 18" TO 30" PIPE310.03
PARALLEL PIPE END SECTION - PRECAST CONCRETE SECTION FOR 15" TO 24" PIPE310.02
METHOD OF PIPE INSTALLATION 300.01
DIVISION 3 - PIPE CULVERTS
ROCK PLATING275.01
METHOD OF GRADING SIGHT DISTANCE AT INTERSECTIONS225.06
METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT225.04
GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL225.02
METHOD OF CLEARING - METHOD II200.02
DIVISION 2 - EARTHWORK
416
WILL DISPOSE OF SAID MATERIALS IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS.
IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEN THE CITY WILL NOTIFY NCDEQ AND THE CONTRACTOR
PIPE JOINTS ARE EQUAL DISTANCE FROM THE CROSSING LOCATION.
STORMDRAIN PIPE SHALL BE INSTALLED TO BE CENTERED OVER THE SANITARY SEWER CROSSING, SUCH THAT THE STORMDRAIN
GREENSBORO ROAD AND UTILITY DESIGN MANUAL, AND APPLICABLE NCDOT STANDARDS AND SPECIFICATION.
ROADWAY WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS. ALL

ALL CURB INLETS THAT ARE TO BE CONVERTED INTO JUNCTION BOXES MUST BE TRAFFIC BEARING.
BOXES WITH MANHOLE COVERS. (C.O.G. STANDARD 420-A/420-TRAFFIC BEARING).
CITY INSPECTOR TO VERIFY THE CONDITION OF EXISTING CURB INLETS PRIOR TO CONTRACTOR CONVERTING THEM INTO JUNCTION
ALL PLAN VIEW DIMENSIONS AND RADII DIMENSIONS ARE MEASURED TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS.
PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS PER NCDOT SPECIFICATIONS. CONCRETE PADS AND
INTERRUPTED.
PLACEMENT MUST LEAVE A MINIMUM OF 4' CLEAR SIDEWALK WIDTH. U.S. POSTAL SERVICE IS NOT TO BE
CONTRACTOR RESPONSIBLE FOR THE REMOVAL AND RELOCATION OF EXISTING MAILBOXES. MAILBOX

DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE CITY ENGINEER.
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE CITY FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
ENCROACHMENT. A COPY OF THIS APPROVAL SHALL BE PROVIDED TO THE CITY ENGINEER OF GREENSBORO.
BEEN PROVIDED, THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR THAT
WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE PROPERTY IS NECESSARY, AND AN EASEMENT HAS NOT
USE SIDEWALK TRASH CANS OR BUSINESS DUMPSTERS AROUND SITE.
CONTRACTOR EMPLOYEES OR THEIR WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. DO NOT
THE CONTRACTOR, AT ALL TIMES, KEEP THE SITE FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY
ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE DURING CONSTRUCTION.
SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF GREENSBORO. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND
OF CONSTRUCTION TO DELINEATE EXACT PAVEMENT REPAIR LIMITS.
PAVEMENT REPAIR ALONG PROJECT CORRIDOR IS ANTICIPATED. CONTRACTOR TO COORDINATE WITH CITY INSPECTOR AT THE START
WIDTH.
DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL
ALL PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT CONTINUOUS LINE. TRAFFIC ISLANDS, CURBS AND CONCRETE
ACTIVITY WILL TAKE PLACE IN THEIR AREA.
CONTRACTOR SHALL NOTIFY HOME AND BUSINESS OWNERS AT LEAST 7 DAYS PRIOR TO CONSTRUCTION THAT CONSTRUCTION
CONTRACTOR SHALL MAINTAIN A MEANS FOR INGRESS/EGRESS TO EACH PROPERTY AT ALL TIMES.
APPROVED DISPOSAL SITE. THE CONTRACTOR SHALL RECEIVE CITY APPROVAL FOR ANY LANDSCAPE REMOVAL NOT SHOWN ON PLANS.
FENCING, ETC., SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE AT A STATE
ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION,
PAN USING 4" PVC CONDUIT UNLESS STEEL FLUMES ARE TO BE USED AS NOTED ON THE PLANS.
CONTRACTOR SHALL TIE EXISTING BUILDING DOWN SPOUTS ENCOUNTERED INTO THE PROPOSED DRAINAGE SYSTEM OR GUTTER
OTHER:
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S1A.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
-G1- STA 10+22.00
BEGIN CONSTRUCTION
CITY PROJECT P-05645-04
BEGIN DOWNTOWN GREENWAY PHASE 4
-G2- STA 56+82.00
CITY PROJECT P-05644A-04
BEGIN A&Y GREENWAY
CITY PROJECT P-05645-04
END DOWNTOWN GREENWAY PHASE 4
-G3- STA 84+10.00
END CONSTRUCTION
CITY PROJECT P-05644A-04
END A&Y GREENWAYMILL RDFREEMANCEDAR
S
TMcGEE ST-Y2--Y3--G1-CEDAR
S
TME
NDE
NHAL
L
S
T
(SR 3841)MARKET ST-Y4-HUNT STFRIENDLY AVE-G2A-GUILFORD AVE-Y5--Y7-SMITH ST-Y6-HI
LL
S
T-Y8
-
PKWYBENJAMIN
-Y9-
AVEBATTLEGROUND
-Y11-PKWYBENJAMIN-Y10--G3- STA 66+00.47
BEGIN CONSTRUCTION
-G3- STA 65+58.00
-Y8- STA 13+67.00 =
-G2- STA 62+15.97
END CONSTRUCTION
-G2- STA 34+97.00
-G1- STA 33+23.00 =

-Y8- STA 12+21.95 (30' RT)
-G2- STA 62+40.00 =
Z=827.509
Y=843892.603
X=1763817.466
PID20
OFF: 330.07' RT
-G1- STA 10+00.06
Z=818.584
Y=844245.921
X=1764749.064
PID19
OFF: 476.58' LT
-G1- STA 24+95.36
Z=822.966
Y=845575.528
X=1763434.131
PID18
OFF: 478.79' RT
-G1- STA 26+02.14
Z=794.451
Y=845713.548
X=1764385.641
PID17
OFF: 503.17' LT
-G2- STA 42+59.57
Z=772.063
Y=847077.127
X=1763148.806
PID15
OFF: 190.28' RT
-G2- STA 46+63.43
Z=772.176
Y=847546.311
X=1763806.290
PID16
OFF: 217.52' LT
59+64.12
-G2- STA
Z=770.475
Y=848667.513
X=1763198.228
PID14
OFF: 369.65' RT
-G2- STA 61+64.63
Z=747.008
Y=849272.474
X=1763441.742
PID13
OFF: 131.95' RT
-G3- STA 77+45.23
Z=745.049
Y=849892.656
X=1762728.664
PID12
OFF: 191.51' LT
-G3- STA 81+50.50
Z=759.263
Y=850037.790
X=1762196.273
PID11
Z=786.039
Y=851257.916
X=1761821.603
PID10
Z=804.845
Y=851184.330
X=1760740.061
PID09
-G2-
-G3-GARDEN STSPRING-Y1-S1A
E= 1,763,914.2081 ft.
N= 844,545.4055 ft.
NAD 1983(2011) GROUND COORDINATES
S1A
NOT TO SCALE
EL= 810.445 ft.
E= 1,764,509.3089 ft.
N= 844,454.7079 ft.
NAD 1983(2011) GROUND COORDINATES
-Y11-
-Y11-
DB 6401, PG 796 (TRACT 1)
GPN 0001669
500 SPRING GARDEN ST.
CHAPMAN/SPRING GARDEN, LLC
0001
PB 72, PG 69
DB 3175, PG 407
GPN 0066187
403 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
0002
PB 72, PG 135
DB 3253, PG 383
GPN 0001418
515 SPRING GARDEN ST.
STATE OF NORTH CAROLINA
A CORPORATION OF GUILFORD COUNTY AND
COLLEGE HILL TOWNHOUSES ASSOCIATION,
0001_A
DB 6410, PG 796 (TRACT 2)
GPN 0001668
418 S. SPRING ST.
CHAPMAN/SPRING GARDEN, LLC
0036
DB 6401, PG 257
GPN 0001667
410 S. SPRING ST.
ALICE H. AGAPION
0037
622 S. CEDAR ST.
GPN 0060197
DB 3175, PG 407; PB 72, PG 69
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
402 S. SPRING ST.
GPN 0001666
DB 7182, PG 2766
DAVID A. BROACH
and
J. ALLEN BROACH
CPB 2, P
G 62
PB 72, P
G 69
D
B 3175, P
G 407
GP
N 0060197
622 S. CE
D
AR ST.
P
ART
NERS
HIP
A N
O
RT
H C
AR
OLIN
A GE
NER
AL
C
OLLE
GE HILL DE
VEL
OP
ME
NT C
O
MP
A
N
Y
0003
HAS SENIOR RIGHTS)
(ALAN B. CARROLL PROPERTY
DEED OVERLAP
0036_A
GREENSBORO LAND & IMPROVEMENT CO.
DB 53, PG 550 790790 790790795795795795 795795795795795795795 795800800800800800800800800800
800 800
800 800800800805
8
0
5
805
805 805805805805805805805805805805805810
8
1
0
8
1
0
810 810810810810810815
815815
815
815
8158
2
0
8
2
0
820
820
8208
2
5
8
2
5
825 8258
3
0
8
3
0
830 8308
3
5
835
835
835840840
845 S. CEDAR STREET
S. SPRING STREET
(50' Nominal R/
W per PB 72, PG 69)VARIABLE WIDTH R/W E= 1,763,914.2081 ft.
N= 844,545.4055 ft.
NAD 1983(2011) GROUND COORDINATES
W ALKER AVENUE
VARIABLE W IDTH R/W MI
LL RDFREEMANE
XIS
T
R/WRAILROAD R/W
RA
ILROAD
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
SPRING GARDEN ST ROAD RAMPFREEMAN MILL EXIST R/WEXIST R/W200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
(20' RADIUS)
RIGHT OF WAY EASEMENT
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S1.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S1
NAD 83
MATCHLINE -G1- STA 18+00 (SEE SHEET S2)S1
MATCHLINE -Y1- STA 14+30 (SEE SHEET S10)
PLPL
DD
D
D
D
D D
D
D
DS
SD
DSS DS
SD SD
DD
D
D
D
D SSSS-101
SS-102
SS-103
SS-104
SS-105
SS-106
SS-107
SS-102 SS-104 SS-105 SS-106 SS-107
DI-101
DI-102
DI-103 DI-104
D
MH-102
MH-102MH-101
MH-101
MH-103
MH-104
MH-105
MH-106
MH-107
MH-103 MH-105MH-108
MH-108
MH-109
MH-109
MH-110
MH-110
MH-111
MH-112
SS-103SS-101
CI-101
CI-102
CI-102
CI-103
CI-104
CI-104
CI-105
CI-105
DI-105
DI-105
CI-154
CI-154CI-153
CI-153
DI-106
MH-104
DI-106DI-104DI-103DI-102DI-101
CI-101 CI-103MH-112MH-111
MH-107 MH-106
12"
8"
12"
4"
4"
2"
4"
3"
4"4"
4"
4"
4"
4"
18"

24" RCP FES
INV=793.66
24" RCP FES
INV=794.35
INV=797.70
36" RCP FES
36" RCP FES
INV=799.95
36" RCP FES
INV=799.14
36" RCP FES
INV=799.68
24"VCP
INV=784.14
RR
RR
RRAPPROXIMATE
BLIND JUNCTION
TOP=799.37
IN(N)=794.84-15"RCP
OUT(SE)=794.70-18"RCP
RIM=786.79
IN(S)=780.29-48"RCP
IN(E)=781.52-15"RCP
OUT(N)=780.28-48"RCP
RIM=785.91
IN(S)=779.53-48"RCP
IN(E)=781.64-24"RCP
OUT(N)=779.53-48"RCP
RIM=788.52
IN(SW)=779.41-15"RCP
IN(S)=778.12-48"RCP
OUT(NW)=777.62-48"RCP
TOP=797.64
IN(NW)=793.55-18" RCP OUT(SE)=792.32-18"RCP
TOP=796.78RIM=786.14
IN(SW)=782.31-15"RCP
OUT(N)=782.31-15"RCP
IN(S)=781.09-15"RCP
IN(SW)=781.21-15"RCP
OUT(NE)=780.36-15"RCP
RIM=787.36
IN(E)=798.62-15" RCP
IN(N)=798.44-18" RCP
RIM=802.63
OUT(S)=798.31-18" RCP
CI
TOP=803.47
IN(NE)=798.55-18" RCP
OUT(S)=798.55-18" RCP
GRATE=833.95
OUT(SE)=831.60-15"RCP
GRATE=806.26
IN(SW)=802.12-36"RCP
OUT(N)=798.35-36"RCP
TOP=786.14
RIM=805.04
IN(SE)=793.78-8"VCP
OUT(W)=793.78-8"VCP
OUT(S)=782.69-18"HDPE
RIM=798.64
IN(NW)=791.58-18"RCP
IN(NE)=792.27-15"VCP
IN(E)=792.47-36"RCP
IN(SE)=791.83-15"VCP
OUT(W)=789.37-42"RCP
RIM=797.61
IN(E)=788.81-42"RCP
IN(SE)=792.97-24"RCP
OUT(W)=788.21-48"RCP
RIM=796.46
IN(NW)=791.86-18"RCP
OUT(SE)=791.46-18"RCP
TOP=785.26
OUT(NE)=781.05-15"RCP
TOP=799.24
OUT(NW)=794.88-15"RCP
RIM=797.17
IN(SE)=792.23-36"RCP
IN(E)=788.17-48"RCP
IN(NW)=791.74-18"RCP
OUT(W)=787.57-48"RCP
GRATE=785.84
IN(S)=782.60-15"RCP
OUT(N)=782.60-15"RCP
TOP=798.84
IN(E)=793.09-15" VCP
OUT(W)=792.89-15" VCP
GRATE=833.95
OUT(SE)=831.60-15"RCP
GRATE=837.21
IN(NW)=830.87-15"RCP
OUT(SE)=830.83-15"RCP
OUT(N)=798.49-36"RCP
IN(SW)=798.93-15"RCP
IN(S)=798.61-36"RCP
GRATE=802.93
OUT(W)=782.31-24"RCP
IN(E)=783.79-15"RCP
IN(N)=782.49-18"HDPE
TOP=786.19
RIM=802.73
IN(E)=796.53-36"RCP
IN(N)=796.90-18"RCP
OUT(W)=796.53-36"RCP
CI
TOP=809.72
IN(NE)=805.34-15"RCP
OUT(S)=804.96-15"RCP
RIM=798.03
IN(N)=793.81-8"VCP
IN(E)=793.81-8"VCP
OUT(S)=793.71-8"VCP
RIM=810.44
IN(SW)=795.34-8"VCP
OUT(NW)=795.21-8VCP
RIM=787.72
IN(S)=782.60-12"VCP
IN(W)=783.21-8"VCP
OUT(N)=782.60-12"VCP
RIM=805.76
FILLED WITH ROCKS
RIM=786.14
IN(S)=782.22-12" VCP
OUT(N)=782.15-12" VCP
RIM=798.18
IN(E)=792.58-8"VCP
IN(N)=792.53-8"VCP
IN(SE)=792.53-8"VCP
OUT(W)=792.28-8"VCP
RIM=802.10
IN(SE)=793.78-8"VCP
OUT(NW)=793.78-8"VCP
SSMH
RIM=811.46
IN(NW)=802.27-6"VCP
OUT(S)=802.11-8"VCP
SSMH
RIM=792.25
IN(E)=784.95-8"VCP
IN(S)=785.65-8"VCP
IN(W)=783.73-8"VCP
OUT(N)=783.10-10"VCP
STMH
RIM=792.10
IN(NE)=786.14-18"HDPE
IN(E)=784.30-48"RCP
OUT(N)=782.49-48"RCP
8"VCP
8"VCP
8"VCP
8"VCP
8"VCP
8"VCP
6"VCP
8"VCP
12"VCP
8"VCP
8"VCP
12"VCP
36" R
CP
36" R
CP
15" RCP
36" RCP
36" RCP 36" RCP18" RCP
15" RCP 15" V
C
P36" RCP
18" RCP 48" RCP48" RCP
15" RCP
15" RCP48" RCP
48" RCP
48" RCP
18" HDPE
15" RCP15" RCP15" R
CP
15" RCP
1
8
" RC
P
15" RCP
18" RCP36" RCP42" RCP 15" RCP24" RCP
15" RCP36" RCP15" VCP18
" RCP
1
8
" RCP
RR
BURIED
AT&T BOX
SIZE
UNKNOWN
12" VCP
ROCK OUTCROP
FOUND
NOT18" RCPNot Found
12" RCP
IN(N)=790.11-12"RCP
IN(NW)=792.52-12"RCP
IN(NE)=791.46-18"RCP
OUT(SW)=792.73-18" RCP
OUT(S)=792.92-8" RCP
IN(N)=792.95-8" RCP
8"VCP
SSMH
RIM=806.43
IN(SW)=797.09
IN(SE)=796.94
OUT(NE)=795.59 S8"VCP
8"VCP
END OF PIPE NOT FOUND
AND IS UNKNOWN TO THE
CITY OF GREENSBORO15" VCP8"VCP
1
5"
R
C
P
GROUND COORDINATES
BASED ON NAD 83(2011)
N= 844,454.7079 ft.
E=1,764,509.3089 ft.
EL=810.445 ft.(NAVD 1988)
8"
8"
8"
8"
2"
12"
12"
12"
12"
12"
12"
12"
12"
8"VCP
24" RCP
UTILITY
POLE
TRAFFIC
LIGHT
POLE
CATCH
BASIN
POLE
UTILITY POLE
UNKNOWN
UTILITY BOX
POST
LP
UTILITY POLE
LP
SIGN
POST
UTILITY POLE
UTILITY POLE
MH
LP
LP
POLE
SIGN
LP
POLE
LP
DOUBLE
POST
SIGN
WALL
FENCE
RETAINING WALL
RIPRAP
PAVED
DRAINAGE
DITCH
PAVED DRAINAGE DITCH
GATE POST
GUY
WIRE
CATCH
BASIN
GUY WIRE (TYP)
CATCH
BASIN
CATCH
BASIN
RETAINING
WALL
TREELINE
BRUSH
SMALL
TREE
FENCE
CONCTREELINE
GUARDRAIL
E.O.P.
GUARDRAIL
BRIDGE OVERPASS
SIGN
E.O.P.
C&G
CURB
SIDEWALK
CURB
RETAINING WALL
BRIDGE OVERPASS
BRUSHLINE
TREELINE
SIDEWALK
RETAINING
WALL
C&G
GUARDRAIL
C&G
GUARDRAIL
C&G
C&G
EDGE OF PAVED
PARKING
BUSHES
C&G
C&GC&G
C&G
RAILROAD
TRACKS
4" HOLLY
TREE
E.O.P.
1" HOLLY
TREE
VEHICLE
STOPS
BOTTOM OF
BRIDGE
TOE OF
SLOPE
CENTER OF
DRAINAGE
3" PINE
TOP OF
SLOPE
TOP OF
SLOPE
FENCE
TREE
DECIDUOUS
SIGNAL
TRAFFIC
OVERPASS
BRIDGE
BUSH (TYP)
BUILDING
INV=794.38
30" RCP FES
INV=794.38
LP
LP
BUILDING
PORCH
BUILDING
SMALL
TREE
CONTROLLER
CABINET
BUILDING
CONC SLAB LP GRASS
STRIP
OVERHEAD
UTILITY
LINES
UTILITY
POLE
POLE
UTILITY
SIDEWALK
CONC
DRIVE PIPE
CULVERT
BRUSHLINE
BUILDINGEDGE OF
CONC
EDGE OF CONC
BOTTOM OF BRIDGE
GUY WIRE(TYP)
RETAINING
WALL
LARGE PIPE END
BRIDGE
COLUMN
ELECTRICAL
METER
SIGN SMALL
1" HOLLY
TREE
TREE
1" HOLLY
TREE
4" HOLLY
POST
RIPRAP
SIGN
SMALL TREE
(TYP)
TOE OF
SLOPE
BRIDGE
COLUMN
CENTER OF
DRAINAGE
CENTER OF
DRAINAGE
BRUSHLINE
BRIDGE OVERPASS
TOP OF
SLOPE
TRAFFIC
POLE
SIGNAL
SIGN
ELECTRIC
TRANSFORMER
BOX
PREVENTER
BACKFLOW
SMALL SIGN
E.O.P.
SIGN
BUSHLINE
FENCE SIGN
LIGHT
TRAFFIC
POLE
C&G
UTILITY POLE
TREELINE
LP
CONC
SLAB
MH
MH
BRIDGE COLUMN
RIP-RAP
BRIDGE
COLUMN
30" RCP FES
INV=793.72
SIGN
SIDEWALK
SIGN
RIP-RAP
CONC
EDGE OF
BRIDGE COLUMN
STRIPING
WM
CENTER OF
DRAINAGE
TOP OF
SLOPE C&G
BUILDING
TREE
8" HOLLY
RETAINING WALL
HYDRANT
FIRE
SIGN
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
T
T
T
T
H
H
12"CIP
12"CIP
8"CIP
12"CIP24"CIP(TS)
(TS)
(TS)
(TS)FOF
OFO
FO FOFO
FO
FO
TH#1
TH#2
TH#3
TH#3A
TH#4
TH#5
TH#6
TH#7
T
H#8EOI
TO ANOTHER.
THE UNKNOWN FROM ONE EOI
UKNOWN LINE. THE CREW TRACED
SEWER SHOWN PARALLELING THE
ALONG A DUCTILE IRON SANITARY
BELIEVED THAT THE SIGNAL WAS
STOPPED IN THE PAVEMENT. IT IS
UNKNOWN WAS REMARKED AND
UC 111 NOT EXCAVATED THE
S. CEDAR STREET
S. SPRING STREET
(50' Nominal R/
W per PB 72, PG 69)VARIABLE WIDTH R/W E= 1,763,914.2081 ft.
N= 844,545.4055 ft.
NAD 1983(2011) GROUND COORDINATES
DB 6401, PG 796 (TRACT 1)
GPN 0001669
500 SPRING GARDEN ST.
CHAPMAN/SPRING GARDEN, LLC
0001
PB 72, PG 69
DB 3175, PG 407
GPN 0066187
403 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
0002
PB 72, PG 135
DB 3253, PG 383
GPN 0001418
515 SPRING GARDEN ST.
STATE OF NORTH CAROLINA
A CORPORATION OF GUILFORD COUNTY AND
COLLEGE HILL TOWNHOUSES ASSOCIATION,
0001_A
DB 6410, PG 796 (TRACT 2)
GPN 0001668
418 S. SPRING ST.
CHAPMAN/SPRING GARDEN, LLC
0036
DB 6401, PG 257
GPN 0001667
410 S. SPRING ST.
ALICE H. AGAPION
0037
622 S. CEDAR ST.
GPN 0060197
DB 3175, PG 407; PB 72, PG 69
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
W ALKER AVENUE
VARIABLE W IDTH R/W MI
LL RDFREEMANE
XIS
T
R/WRAILROAD R/W
RA
ILROAD
R
/W
R
A
ILR
O
A
D
R
/W
402 S. SPRING ST.
GPN 0001666
DB 7182, PG 2766
DAVID A. BROACH
and
J. ALLEN BROACH
RAILROAD R/W
SPRING GARDEN ST
CPB 2, P
G 62
PB 72, P
G 69
D
B 3175, P
G 407
GP
N 0060197
622 S. CE
D
AR ST.
P
ART
NERS
HIP
A N
O
RT
H C
AR
OLIN
A GE
NER
AL
C
OLLE
GE HILL DE
VEL
OP
ME
NT C
O
MP
A
N
Y
0003
ROAD RAMPFREEMAN MILL EXIST R/WEXIST R/W200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
HAS SENIOR RIGHTS)
(ALAN B. CARROLL PROPERTY
DEED OVERLAP
(20' RADIUS)
RIGHT OF WAY EASEMENT
0036_A
GREENSBORO LAND & IMPROVEMENT CO.
DB 53, PG 550
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
THE GREENSBORO CITY
400 S. SPRING ST.
GPN 0001665
DB 2719, PG 641
SARA J. DUHAM
and
LAWSON A. DUHAN
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
CPB 2, PG 62
PB 72, PG 69
DB 3175, PG 407
GPN 0060197
622 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY
0003
DB 5382, PG 1697
GPN 0001663
709 W. MCGEE ST.
ALAN B. CARROLL
0038
770
770
7
7
0
7707707707
7
0
770
770775775775
775775775775
775775775775775775775775775775780780780780780780780780780
780
7
8
0
7
8
0
780
780780785
785
785785785785785790790795795McGEE STRAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
RAILROAD R/W
EXIST R/W
100' RAILWAY RIGHT OF WAY
RAILROAD R/W
RAILROAD R/W
per PB 72, PG 69)
(50' Nominal R/W
WEAVER ACADEMY
S. CEDAR STper PB 72,
PG 69 )(50'
Nomi
nal
R/W STREETW.
McGEERIGHT OF WAY EASEMENT (20' RADIUS)
RAILWAY COMPANY)
(per Station Map-ATLANTIC & YADKIN
TRESTLE
NORFOLK SOUTHERN CORPORATION
SS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S2.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S2
NAD 83
MATCHLINE -G1- STA 26+00 (SEE SHEET S3)MATCHLI
NE
-G1-
STA 18+00
(SEE SHEET S1)
S2
18"WVRRPLPLPLPLPLD
D
D
D
D
D
D
D
S
SS
D
S
D
SS-108
SS-109
SS-110
SS-111
SS-110SS-109SS-108 SS-111 CI-106
CI-106
CI-107
CI-108
CI-108
CI-109
CI-109
CI-110
CI-110
CI-111
CI-111 CI-112
CI-112
SCI-113
CI-113
CI-114
CI-114 DI-107
DI-107
DI-108
DI-108
CI-107
OUT(N)=784.31-18"VCP
18"
12"
18"
18"
12"

BLIND JB
12" DIP
TOP OF PIPE=776.38
JUNCTION NOT FOUND
NO ACCESS
NOT FOUND
NOT FOUND
NO ACCESS
30" RCP
INV=770.94
15" RCP FES
INV=772.20
15" VCP
INV=770.41 24" RCP FES
INV=767.96
15" VCP AT HEADWALL
INV=781.17
30" VCP
INV=779.93
INV=781.31
48" RCP
18" VCP
INV=776.10
15" CMP
INV=780.53
RR
12"
12"12"12"12"
OUT(NE)=781.05-15"RCP
TOP=789.79
IN(SW)=784.79-18"RCP
IN(N)=784.69-18"-RCP
OUT(NW)=784.29-18"RCP
TOP=788.26
OUT(NE)=785.16-18"RCP
TOP=789.92
IN(E)=786.52-18"RCP
OUT(S)=786.12-18"RCP
TOP=786.97
IN(S)=782.37-18"VCP
OUT(N)=781.97-18"RCP
TOP=783.20
OUT(N)=776.80-15"RCP
TOP=779.92
IN(S)=773.24-15"RCP
OUT(NW)=773.14-15"RCP
INV=777.35 (BOTTOM OF
5.5H x 10.0W BOX CULVERT)
TOP=779.44
IN(S)=775.42-15"RCP
IN(NE)=775.08-15"RCP
OUT(W)=774.24-24"RCP
GRATE=787.17
OUT(NE)=783.42-12"RCP
GRATE=784.87
IN(E)=781.32-8"VCP
OUT(NW)=780.87-15"RCP
TOP=787.56TOP=789.64
OUT(N)=778.42-12" VCP
IN(E)=784.28-8" HDPE
IN(W)=783.24-8" VCP
IN(S)=778.46-12" VCP
RIM=788.18 RIM=784.43
IN(S)=775.83-6"PVC
IN(N)=775.36-8"DIP
IN(W)=781.67-8"DIP
IN(SW)=774.88-8"DIP
IN(S)=778.05-8"DIP
OUT(E)=774.20-8"DIP
OUT(N)=771.09-12" VCP
IN(SE)=776.56-6" PVC
IN(E)=771.49-8" VCP
IN(SW)=771.44-8" DIP
IN(S)=771.26-12" VCP
RIM=780.69
OUT(N)=775.14-12" VCP
IN(S)=775.27-12" VCP
RIM=782.06
SSMH
RIM=804.36
OUT(W)=800.17-8"VCP
YI
GRATE=782.47
IN(NW)=778.15-18"VCP
IN(SW)=776.68-8"VCP
IN(SSW)=774.75-24"RCP
OUT(NNE)=774.75-30"RCP
12"VCP
8"VCP1
2"VCP8"VCP12"VCP
6"VCP
8"VCP8"DI
P
48" RCP
24" VCP
12" RCP
18" RCP18" RCP18" RCP18" VCP
48" VCP
15" CMP30" VCP30" VCP8" VCP 18" VCP24" R
C
P
15" RCP
15" RCP
15" VCP8" VCP15" RCP
15" RCP24" RCP4" RCP12"VCP
18" RCP
GI
GRATE=786.44
OUT(E)=785.10
INV=783.49
ROCK OUTCROP
48" RCP
BC 18" RCP12" DIP
TOP OF PIPE=776.38
END OF STRUCTURE NOT FOUND
PIPE IS UNKNOWN TO THE CITY OF GREENSBORO
8"DI
PCIPP LINED 8"CIPP LINED 8"NOT FOUND
UTILITY
POLE
CATCH
BASIN
POLE
SIGN
SIGN
UTILITY
POLE
POLE
CATCH
BASIN
FIRE
HYDRANT
W.V.
MH
POST
SIGN
CONTROL
CABINET
CULVERT
HEADWALL
TRAFFIC
SIGNAL
UTILITY POLE
POST
CATCH
BASIN
FENCE
LINE
RETAINING
WALL
POST
FENCE
FENCE
LIGHT
POLE
DUMPSTER
PAD
C&G
DECIDUOUS
BUSH
CONC
C&G
C&G
C&G
BUSHES
SIGN
CURB
CURB
E.O.P.
UTILITY
POLE
DECIDUOUS
TREE
TREELINE
C&G
POST
POST
C&G
EDGE OF
PAVED PARKING
FENCE
SIGN
TREELINE
EDGE OF
PAVED PARKING
TOP OF SLOPE
EDGE OF DRAINAGE
6" PVC PIPE
INV=780.68
CENTER OF
DRAINAGE
4' HIGH CHAIN
LINK FENCE
TREE DRIP
LINE
E.O.P.
E.O.P.
LIGHT
POLE
TREE
LINE
TREE DRIP
LINE
10" HDPE PIPE
INV=777.34
EDGE OF
BRIDGE
EDGE OF
CREEK
6" PVC PIPE
INV=779.00CONC
SIDEWALK
E.O.P.
OVERHEAD
UTILITY
LINES
UTILITY POLE
OVERHEAD
UTILITY
LINES
NO PARKING
SIGN
W.V.
HVAC COMPRESSORS
GUY WIRE
SIGN
POLE
UTILITY
TOP OF WOOD DECK
WM
FDC SIGN
FDC CONNECTION
POLES
UTILITY
WIRES
GUY
BUILDING
BUSHES
SIDEWALK
UTILITY
POLE
RETAINING
WALL
CATCH
BASIN
BUSHES
RETAINING
WALL
DECIDUOUS
TREE
BUILDING
LIGHT
POLE
UTILITY
POLE
TREELINE
WM
PIPE CULVERT
UTILITY POLE
TREE8" HOLLY
TREE
LINE
TREELINE
WALLSIDEWALK
UTILITY POLE
LIGHT
POLE
UTILITY
POLE
TOP OF
BANK
TOP OF
BANK
TRAFFIC
SIGNAL
GUARDRAIL
PAVED
DRIVEWAY
RETAINING
WALL
POST
EDGE OF
CREEK
LP
WALL
RETAINING
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218 219
220
221
222
HHGTS4"CIP6"CIP12"CIP
12"UNK24"CIP
12"CIPEOI
(TS)
(TS)
(TS)
(TS)
END
FOFOFO
TH#8
TH#9
TH#9A
TH#10
TH#11
TH#12
TH#13
TH#15
TH#14
TOP ELEV.=785.95'
TOP DEPTH=2.68'
WITH CONCRETE)
(PARTIALLY COVERED
24" CAST IRON WATER
HUB SET=788.63'
TH#8
GROUND WATER INFILTRATION)
DUE TO EXCESSIVE
(UNABLE TO SEE CLEARLY
TOP ELEV.=782.04'
TOP DEPTH=6.94'
24" CAST IRON WATER
HUB SET=788.98'
TH#9
TOP ELEV.=785.99'
TOP DEPTH=2.99'
1.25" UNKNOWN CABLE
PK NAIL SET=788.98'
TH#9A
AND GRAVEL)
WATER INFILTRATION
DUE TO EXCESSIVE GROUND
(UNABLE TO SEE CLEARLY
TOP ELEV.=780.74'
TOP DEPTH=7.91'
24" CAST IRON WATER
HUB SET=788.65'
TH#10
TOP ELEV.=783.53'
TOP DEPTH=3.53'
METALLIC PIPE
4.75"O.D. UNKNOWN
PK NAIL SET=787.06'
TH#13
SIDEWALK)
TO PREVENT DAMAGE TO THE
DEPTH. TEST HOLE WAS SHIFTED
AND SHOWED A 13' ELECTRONIC
DIRECTLY UNDER 30"STORM
FIBER OPTIC - SIGNAL WAS
(UNABLE TO FIND TELEPHONE
TOP ELEV.=783.16'
TOP DEPTH=3.42'
30"DUCTILE IRON STORM
PK NAIL SET=786.58'
TH#14
PENETRATION TO WATER MAIN)
PREVENTED ANY FURTHER
(BOULDERS AND STICKY CLAY
IN 6' WIDE TRENCH
CLEARED TO 6' DEPTH
NO UTILITY FOUND
PK NAIL SET=787.99'
TH#11
TOP ELEV.=783.13'
TOP DEPTH=3.78'
12"CAST IRON WATER
HUB SET=786.91'
TH#15
TOP ELEV.=785.86'
TOP DEPTH=1.58'
SIGNAL CONDUIT
4.25"O.D. PVC RAILROAD
TOP ELEV.=784.20'
TOP DEPTH=3.24'
5"O.D. CAST IRON WATER
PK NAIL SET=787.44'
TH#12
EOI
EOI
EOIEOI PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
McGEE STRAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
RAILROAD R/W
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
EXIST R/W
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
THE GREENSBORO CITY
400 S. SPRING ST.
GPN 0001665
DB 2719, PG 641
SARA J. DUHAM
and
LAWSON A. DUHAN
100' RAILWAY RIGHT OF WAY
RAILROAD R/W
RAILROAD R/W
per PB 72, PG 69)
(50' Nominal R/W
WEAVER ACADEMY
S. CEDAR STper PB 72,
PG 69 )(50'
Nomi
nal
R/W STREETW.
McGEE100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
CPB 2, PG 62
PB 72, PG 69
DB 3175, PG 407
GPN 0060197
622 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY
0003
DB 5382, PG 1697
GPN 0001663
709 W. MCGEE ST.
ALAN B. CARROLL
0038
RIGHT OF WAY EASEMENT (20' RADIUS)
RAILWAY COMPANY)
(per Station Map-ATLANTIC & YADKIN
TRESTLE
NORFOLK SOUTHERN CORPORATION
SS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
765765765765765
765765 765765
765765
765 765770770770770
770
770
770
770770
770770770770
770775775775775775
7757757
7
5775775
775775
775
775
775775775775
775
775
775
7
7
5
775780
780
780
780 780
780 780 780780780780780785
785
785
785
785
785
785
785785790790790
790790
7907907907
9
0
795795RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD
R/W
RAILROAD
R/W EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
EX
IS
T
R
/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
100' RAILWAY RIGHT OF WAY
VARIABLE WIDTH R/W (50' N
O
M
IN
A
L
R
/W

P
E
R

P
B
2,
P
G
51)(SR 3841)W.MARKET STREETEXIST R/WE
X
IS
T
R
/W
S
04° 10' 0
6"W49.84'
S
02
° 31' 1
1
"W
9
0.1
2'99.88'N85° 32' 11"WS85° 32' 11"E42.33'57.56'S85° 32' 11"EN
04
° 09' 3
3
"E90.1
5'
N
04° 04' 13"E82.30'
N
04° 0
4' 13"E13.52'60.14'N85° 36' 41"W42.19'N85° 36' 41"WN
. C
E
D
A
R

S
T
R
E
E
T
SS EASEMENT
SS EASE
MENT
SS EASEMENT
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S3.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
NAD
83
MATCHLINE -G1- STA 26+00 (SEE SHEET S2)MATCHLINE -G2- STA 36+00 (SEE SHEET S4)S3
S3
M
A
T
C
H
L
IN
E
-Y
4-
S
T
A
18+70 (S
E
E

S
H
E
E
T

S
11) PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE
THE CITY OF GREENSBORO
0041
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040RRRRWVPLPLPL
PLPLPLPLD
D
D
D
D
D
S
S
S
S
SS-112
SS-113
SS-114
SS-115
SS-116
SS-113 SS-114 SS-115 SS-116
MH-113
MH-114
MH-114 CI-115
CI-115
CI-116
CI-116
CI-118
CI-118
CI-117
CI-117
CI-119
CI-119
DI-109
48"18"
42"
16"16"
24"18"16"
10"

15" RCP
INV=766.62
18" CIP
INV=770.87
18" VCP(BUSTED)
INV=766.81
CONNECTS TO ROOF DRAINS
10" HDPE INV:782.64
CONNECTS TO ROOF DRAINS
6" PVC INV:782.87
NOT FOUND
APROXIMATE
BLIND JUNCTION
RIM=774.71
IN(NW)=769.71-12"VCP
OUT(SE)=769.51-12"RCP
RIM=774.67
IN(NW)=767.07-15" RCP
IN(W)=770.70-15" RCP
OUT(SE)=767.01-15" RCP
TOP=775.23
IN(N)=767.53-12"RCP
OUT(E)=767.43-15"RCP
TOP=774.57
IN(W)=769.17-12"RCP
OUT(S)=769.07-12"RCP
TOP=774.86
OUT(SE)=771.36-15" RCP
TOP=775.06
OUT(S)=772.46-12" RCP
TOP=775.21
OUT(SE)=771.46-12"VCP
GRATE=774.94
IN(N)=771.94-12"RCP
OUT(E)=770.24-12"RCP
SSMH
RIM=789.52
SSMH
RIM=789.22
IN(SE)=781.44-10"DIP
OUT(NE)=781.08-4"DIP
SSMH
RIM=774.71
IN(S)=762.49-15" VCP
OUT(N)=762.41-15" VCP
SSMH
RIM=775.92
IN(NE)=772.29-4"PVC
OUT(W)=772.19-6"VCP
8"DIP8"DIP15"VCP
15"VCP
6"VCP4" CPP4" CPP12" RCP 12" VCP
15" RCP15" RCP12" RCP 12" RCP18" VCP18" CIP4
"
P
VC15" RCP
1
2
" RC
P
ELECTRIC VAULT
DI-109
MH-113
ROOF DRAINS
S
S
SSMH
RIM=779.14
OUT(NW)=765.09-15" RCP
SS-112 CPP4"SS-157
SSMH
RIM=791.02
IN(NW)=786.72-4"DIP
IN(SW)=786.62-6"DIP
SS-157
OUT(N)=786.42-8"DIP
6
" DI
P 4" DIPSLOPE DRAINS
MAIN = 761.3'
SS-158
SS-158
OUT(NW)=763.8-15"VCP
LATERAL
IN(SW)=764.4-8"DIP
SS-159
SS-159
BLIND JUNCTION
IN(SE)=761.3-15"VCP
PROVIDED BY CITY
PROVIDED BY CITY
10"VCP 4"VCP4"V
CPIN(SE)=765.15-15" RCP
1
2
"D
IP
IN(W)=783.98-6"UNKNOWN
IN(SE)=784.01-UNKNOWN
OUT(NW)=784.03-10"DIP
IN(SW)=781.20-4"DIP FOFOFOFOFOS
INV(NW)=765.51'-15"RCP
INV(S)=765.53'-12"DIP
INV(E)=768.70'-12"PVC
INV(NE)=766.20'-6"PVC
TOP=779.90'
SSMH
S
S
MH
SIGN
UTILITY
POLE
LIGHT
POLE
UTILITY PAD
SIGN
POST
MH
WM
POLE
PEDESTAL
SMALL UTILITY
UTILITY
POLE
GUY WIRE
TRAFFIC LP
POLE
SIGN
TRAFFIC LIGHT
POLE
CONTROLLER
CABINET
POST
W.V.
RETAINING WALL
FENCE
RETAINING
WALL
CULVERT
HEADWALL
RIPRAP
RETAINING
WALL
UTILITY PAD
TREELINE
TREELINE
TREE
LINE
SIGN
SIGN
DECIDUOUS
TREE
CURB
BUILDING
W.V.
SIGN
RETAINING
WALL
DECIDUOUS
TREE DECIDUOUS
TREE
DECIDUOUS
TREE
TREELINE
SIGN LIGHT
POLE
SIGNSIGN
SIGN
SIGN
SIGN
UTILITY
POLE
BUSHES
BUSH
FENCE
TREELINE
TREELINE
TREELINETREE
TREE
UTILITY
POLE
E.O.P.
CURB
E.O.P.
FENCE
PLANTER
STEPS BUILDING
EDGE OF
BUILDING
GUY WIRE
SIDEWALK
CURB
CURB
ROOF DRAIN
UTILITY
POLE
6' HIGH WOOD
PRIVACY FENCE
POLE
LIGHT
GUY WIRE
POST
POLE
UTILITY
W.V.
SIGN
POLE
UTILITY
MISC SYMBOL
POLE
SIGN
SMALL UTILITY
PEDESTAL
SMALL UTILITY
PEDESTAL
UTILITY PAD
BUILDING
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
POLE
UTILITY
LP
LP
LP
POLE
UTILITY
W.V.
W.V.
MH
METER
WATER
FIRE HYD
SIGN
MH
C
U
R
B
C
U
R
B
C
&
G
MH
CURB INLET
CURB INLET
CATCH BASIN
SIGN
SIDEWALK
MH
CURB INLET
BUSHES
BUSH
WALL
RETAINING
WALL
RETAINING
FENCE
C&G
FENCE
EOP
PARKING
METER
BUSH(TYP)
DECIDUOUS
WALL
SIGN
LIGHT
POLE
CURB
SIDEWALK
SIGN
TREE
LINE
UTILITY
POLE
TREE LINE
PARKING
UNPAVED
POST
CURB
POLE
UTILITY
POLE
UTILITY
POLE
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
T GTSHHEOI8"CIP8"CIP(TS)(TS)(TS)FOFOFOFOFOFO(3)INNERDUCT6
"6"6"CIP
6"C
IPEO
IEO
IBO
ILER
TH#18
TH#19
TH#16
TH#17
TH#20
TH#21
TH#22
TH#23 TH#24
6" WATER IS UNDER CONC.)
1"-2" THICK. SIGNAL FOR
AREA AND IS APPROX.
CONCRETE FOUND IN THIS
(EDGE OF ROUGH POUR
TOP ELEV.=777.12'
TOP DEPTH=5.93'
CONCRETE OVER 6" WATER
EDGE OF ROUGH POUR
HUB SET=783.05'
TH#16
IS UNDER CONCRETE.)
(SIGNAL FOR 6" CIP WATER
TOP ELEV.=778.00'
TOP DEPTH=4.92'
OVER 6"CIP WATER
ROUGH POUR CONCRETE
REBAR SET=782.92'
TH#17
TOP ELEV.=772.43'
TOP DEPTH=2.20'
FIBER OPTIC CONDUIT
1.5"O.D. HDPE TELEPHONE
HUB SET=774.63'
TH#18
TOP ELEV.=769.48'
TOP DEPTH=5.39'
6.5"O.D. STEEL GAS
SPIKE SET=774.87'
TH#19
TOP ELEV.=772.19'
TOP DEPTH=3.26'
4.5"O.D. DUCTILE IRON WATER
SPIKE SET=775.45'
TH#20
IN A 2X2 CONFIGURATION)
(CONDUITS ARE STACKED
BOTT. ELEV.=765.68'
BOTT. DEPTH=9.31'
TOP ELEV.=766.35'
TOP DEPTH=8.64'
CONDUIT-DUCT BANK
(4)4"O.D. PVC TELEPHONE
PK NAIL SET=774.99'
TH#21
TOP ELEV.=772.14'
TOP DEPTH.=3.06'
6.5"O.D. CAST IRON WATER
PK NAIL SET=775.20'
TH#24
EDGES OF DUCT)
(PK NAILS SET OVER
TOP ELEV.=770.53'
TOP DEPTH=4.62'
CONCRETE TELEPHONE DUCT
20"WIDE ROUGH POUR
ASPHALT=775.15'
TH#22
EDGES OF DUCT)
(PK NAILS SET OVER
TOP ELEV.=770.24'
TOP DEPTH=4.94'
TELEPHONE DUCT
12"WIDE PRECAST CONCRETE
ASPHALT=775.18'
TH#23
EOI
DOES NOT CONTINUE. CLEAR TO 3'.
TO VERIFY THAT THE UNKNOWN
PAST END OF INFORMATION
TRUCK, HAND DIG IN GRASS
UNABLE TO ACCESS WITH VACUUM
UC304
CUT AT GROUND LEVEL
1/4" CABLE (POSSIBLE ELECTRIC)
UC304A
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
MARKET STRAILROAD R/W
RAILROAD R/W
615 W. MARKET ST.
GPN 0001498
DB 5998, PG 2167
DEBORAH E. WHALEN
and wife
MICHAEL T. WHALEN
RAILROAD
R/W
RAILROAD
R/W EXIST R/WEXIST R/WEXIST R/WWIDTH R/W VARIABLE817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
GUILFORD COUNTY 617 W. MARKET ST.
GPN 0001497
DB 3841, PG 1518
BOARD OF EDUCATION
GUILFORD COUNTY
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
EXIST R/WEXIST R/WS
.
C
E
D
A
R

S
T
RAILROAD R/W
EX
IS
T
R
/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
100' RAILWAY RIGHT OF WAY
VARIABLE WIDTH R/W (50' N
O
M
IN
A
L
R
/W

P
E
R

P
B
2,
P
G
51)CONTEMPORARY LANDSCAPES INC.
DB 3120, PG 2
GPN 0003942
700 W MARKET ST.
0040C
D.B. 6708, PG. 159313.50' ALLEY PER(SR 3841)W.MARKET STREETEXIST R/WE
X
IS
T
R
/W
S
04° 10' 0
6"W49.84'
S
02
° 31' 1
1
"W
9
0.1
2'99.88'N85° 32' 11"WS85° 32' 11"E42.33'57.56'S85° 32' 11"EN
04
° 09' 3
3
"E90.1
5'
N
04° 04' 13"E82.30'
N
04° 0
4' 13"E13.52'60.14'N85° 36' 41"W42.19'N85° 36' 41"WPB 199, PG 17
DB 8096, PG 2676
GCPN 0003945
708 W MARKET ST.
and wife SYLVIA ALEXIOU
ODIS ALECK ALEXIOU
0040E
N
. C
E
D
A
R

S
T
R
E
E
T
SS EASEMENT
SS EASE
MENT
SS EASEMENT
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
DB 825, PG 292
GPN 0003925
706 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0042
0043
211 A N. CEDAR ST.
GPN 0003921
DB 7851, PG 1573
DB 5445, PG 1249 (TRACT 2)
GPN 0003916
409 GUILFORD AVE.
TADD W. MEYN (UNMARRIED)
0044
DB 6623, PG 1362
GPN 0003915
417 GUILFORD AVE.
SANDRA W. GILLESPIE
AND WIFE
JOSEPH E. GILLESPIE, III
0046
DB 6494, PG 274
DB 6920, PG 1018
GPN 0003914
501 GUILFORD AVE.
A NORTH CAROLINA CORPORATION
MICHAEL W. HALEY FOUNDATION, INC.,
0007
DB 5445, PG 1249 (TRACT 1)
GPN 0003920
217 YY N. CEDAR ST.
TADD W. MEYN (UNMARRIED)
0045DB 6494, PG 274 DB 6920, PG 1018GPN 0003914501 GUILFORD AVE.A NORTH CAROLINA CORPORATIONMICHAEL W. HALEY FOUNDATION, INC.,0007DB 823, PG 258
GPN 0003923
772 W. FRIENDLY AVE.
GREENSBORO
THE CITY OF
0006
BASIL N.T. AGAPION, SUBJECT TO THE LIFE
ESTATE OF BASIL (BILL) AGAPION AND SUBJECT
TO THE LIFE ESTATE OF SOPHIA S. AGAPION
DB 3729, PG 1609
GPN 0003940
115 N. CEDAR ST.
BOARD OF ALCOHOLIC CONTROL
THE CITY OF GREENSBORO
0041A
SPRING STREET HOLDINGS, LLC
258
DB 5237, PG
GPN 0003913
200 WILSON ST
DOERNERE. TODD 0063
258
DB 5237, PG
GPN 0003913
200 WILSON ST
DOERNER
E. TODD
0063
755
760760760760760760
760760760760760
760760760760760760760760760760760760760760760760760760760760760760
760
760 760760760760760760760760760760760
760760760760760760760760760 760760760760760760760760760760765765
765765765765765765765765
7
65765
765
765
76
5 765765765765765765765765765765765770770770770
770
770
770770
770
770770770770770770 770775775775775775
775775775 775780 780780780780780780 780785
785785785
770770
770RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
130' RAILWAY RIGHT OF WAY EXIST R/WEXIST R/WEXIST R/WEXIST R/WAVEW. FRIENDLYTHEATER
GREENSBOROAVEW. FRIENDLY60' Nominal R/W RAILROAD R/WRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
NORFOLK SOUTHERN CORPORATION
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
75' RAILWAY RIGHT OF WAY
60' NOMINAL R/W S85° 34' 38"E99.96'N85° 07' 53"W200.92'N
04° 0
4' 13"E49.77'
SS EASEMENT SS EASEMENTSS
E
A
SE
M
E
N
TSS EASEMENT
SS EASEMENT
EXIST R/WJOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S4.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S4
NAD
83
MATCHLINE -G2- STA 44+00 (SEE SHEET S5)MATCHLINE -G2- STA 36+00 (SEE SHEET S3)MATCHLINE (SEE SHEET S11)S4
MATCHLINE (SEE INSET THIS SHEET)
INSET
MATCHLINE (THIS SHEET)PLSIDEWALK10"SSMH
RIM=765.57
IN(SW)=758.62-8"VCP
OUT(NE)=758.54-8"VCP
RAILROAD
TRACKS
CI
TOP=764.62
IN(N)=758.72-12" VCP
IN(NW)=757.27-40" BRICK
OUT(NE)=757.22-48" BRICK
OUT(NE)=760.51-10" VCP
SSMH
RIM=764.39
IN(NW)=760.56-10" VCP
OUT(SE)=760.33-12" VCP
CI
TOP=764.74
SSMH
RIM=763.58
IN(SW)=757.80-8"VCP
OUT(NE)=757.36-8"VCP
STMH
RIM=765.64
IN(S)=756.75-48"BRICK PIPE
OUT(E)=756.74-48"BRICK PIPE
YI
GRATE=762.97
IN(SW)=758.77-30"RCP
OUT(NE)=758.60-30"RCP
SSMH
RIM=764.04
IN(W)=754.70-8" VCP
IN(S)=754.70-10"VCP
OUT(N)=754.60-10"VCP
S
S
D
S S
SDDD
SS-119
SS-123
SS-122
SS-120
SS-121
SS-118
SS-117
SS-117 SS-118 SS-119 SS-120
SS-122 SS-123
MH-115
MH-115
DI-110
DI-110
SS-121

12"
24"
8"4"4"
1"
1"
1"
1"
8"
8"
8"
6"
4"6"

TREE
DECIDUOUS
DEAD
15"11"
11"12"
15"
12"10"13"
18"12"
18"
24"
15"15"
11"
24"
12"
15"
28"
14"
14"10"
15"
18"
16"48"
10"
14"
14"
18"
12"

S
S
S
18" VCP
INV=759.48
24"VCP
INV=760.15
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46RIM=756.1348" BRICK PIPEOUT(SW)=763.91-18"VCP
GRATE=768.84
OUT(W)=765.13-18" VCP
RIM=767.91
IN(SE)=764.05-18"VCP
IN(E)=757.43-8" DIP
OUT(N)=755.77-15" DIP
RIM=768.61
IN(S)=760.20-8" VCP
IN(NE)=763.56-8" DIP
OUT(W)=760.18-8" DIP
RIM=764.04
IN(S)=754.65-15" DIP
IN(W)=755.34-8" DIP
OUT(N)=764.59-15" DIP
RIM=764.88
IN(S)=756.51-8" VCP
OUT(E)=756.38-8" VCP
IN(W)=764.94-12" DIP
OUT(NE)=765.05-12" DIP
RIM=764.28
IN(S)=755.86-15" DIP
RIM=767.62
IN(S)=757.76-15" VCP
OUT(W)=757.20-15" VCP
RIM=767.70
IN(E)=757.31-15" VCP
IN(S)=760.54-6" PVC
IN(W)=759.73-12" DIP
OUT(N)=757.31-VCP
15"VCP 15"VCP15"VCP12"DIP8"VCP
8"V
CP
15"DIP15"DIP 8"DIP8
"D
IP
15"DIP
18" VCP8"VCP8"DIP18" VCPRETAINING
WALL
6"VCP6" PVCLATERAL TO BUILDING
6
"
P
VCUNKNOWN END OF PIPE
SS-156
SS-156
RIM=772.69
IN(SW)=769.69-6" PVC
IN(E)=768.76-6" PVC
OUT(NE)=769.50-6" VCP
12"
14"
14" 14"14"
18" 12"
30"
12"10"
14"
12"12"DIPRIM=781.46SFRIENDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND
S
S 12"DIPS
S
TOP=780.03'RIM=780.25'6"6"EN
DEOIEOI
6" CIPCONC SWCONC GRBST PARKINGCONC
CHL FENCE
WALL
RET.
BUILDING
EXISTING BUILDINGEXISTINGWALLSTEPSB
U
IL
D
IN
G
E
X
IST
IN
G
R
E
T. W
A
L
L
CONC
CONC
18" RCP12" RCP15"TCSTACK
TOP=773.92'
SSMH
BUILDING
EXISTING
NOT FOUND
S
S
SS C/O
TOP=766.12
POST
POST
MH
LIGHT
POLE
UTILITY
POLE
SIGN
CATCH
BASIN
WALL
FENCE
RETAINING WALL
FENCE
WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING
WALLRETAINING WALL
POST
BUILDING
STEPS
CURB
SIDEWALK
TREE
TREE
TREETREE
TREE
TREE
GUARDRAIL
CURB
SIDEWALK
BRIDGE
OVERPASS
BRIDGE
OVERPASS
TREELINE
SIDEWALK
CONC
TREE
TREE
PAVED
DRIVE
CURB
TREELINE
TREELINE
PAVED DRIVE
BUILDING
EDGE OF CREEK
CENTERLINE OF CREEK
CONC FOUNDATION
OF BLOCK RETAINING WALL
18" RCP
INV=759.44
TREE LINE
TREE LINE
TOP OF
CREEK BANK
EDGE OF CREEK
RIP-RAP
EDGE OFWASH
BOTTOM OF
BRIDGE
BRIDGE
COLUMN
SIGN
BRIDGE
COLUMN
BRIDGE
COLUMN
EDGE OF
CREEKTOP OF
BANK
BRIDGE
COLUMN
RAILROAD
TRACKS
CLEAN-OUT
CENTERLINE OF
CREEK
4" PIPE
INV=759.94
TOP OF
SLOPE
TREE DRIP
LINE
EDGE OF
CREEK
TOP OF
CREEK BANK
TOP OF
CREEK BANK
RETAINING
WALL
OVERHEAD
ELECTRICAL
OVERHEAD
ELECTRICAL
E.O.P.
LIGHT
POLE
CONC
BRICK RETAINING
WALL
CONC
RETAINING WALL
ROOF DRAIN
PLASTIC GRATE
WOOD DECK
TREE DRIP
LINE
TOP OF CREEK BANK
FOUNDATION
BUILDING
RIPRAP
PAVED PARKING
EDGE OF
TOP OF SLOPE
INV=776.71
8" PIPE
CURB
POWER POLE
FENCE
MASONRY
STREET LIGHT
ONE WAY SIGN
CURB
SIGN (TYP)
PAVEMENT
CONC. GUTTER
STREET LIGHT
CURB
CURB
4" METAL POLE
WALL
CONC. RETAINING
SLAB
CONC
SLAB
CONC
COURT
BASKETBALL
GOAL
LINE
8" VCP SEWER
EXPOSED
CONC SLAB
CURB STONE
RIP RAP
BUILDING
WALL
BLOCK RETAINING
TREE LINE
CONC
POLE
UTILITY
POLE
UTILITY
PAD
UTILITY
PAD
401
402 120312051204IN(SW)=767.73-8" VCP
OUT(SE)=763.7-10" VCP
STMH
TOP=768.197
IN(NW)=762.09-40" BRICK
IN(SW)=764.35-24" VCP
OUT(SE)=761.05-40" BRICK
STMH
RIM=771.08
IN(SW)=763.93-40" BRICK
OUT(SE)=763.88-40" BRICK
CI
TOP=771.24
IN(SW)=766.59-18" VCP
OUT(NE)=766.48-18" VCP
CONC
STONE
STREET
LIGHT
W
IL
SO
N
ST.
RIGHT OF WAY
2426767.84TCSTMH
RIM=767.03
IN(NW)=760.48-40" BRICK
IN(SW)=761.88-18" VCP
OUT(SE)=760.48-40" BRICKDDD
D HOUSE
SIGN
NO PARKING
SIGN
INTERSECTION
STREET LIGHT
48"15" RCP6"CIPTH#25
TOP ELEV.=764.21'
TOP DEPTH=3.18'
6.5"O.D. CAST IRON WATER
HUB SET=767.39'
TH#25
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
DB 825, PG 292
GPN 0003925
706 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0042
0043
211 A N. CEDAR ST.
GPN 0003921
DB 7851, PG 1573
DB 5445, PG 1249 (TRACT 2)
GPN 0003916
409 GUILFORD AVE.
TADD W. MEYN (UNMARRIED)
0044
DB 6623, PG 1362
GPN 0003915
417 GUILFORD AVE.
SANDRA W. GILLESPIE
AND WIFE
JOSEPH E. GILLESPIE, III
0046
DB 6494, PG 274
DB 6920, PG 1018
GPN 0003914
501 GUILFORD AVE.
A NORTH CAROLINA CORPORATION
MICHAEL W. HALEY FOUNDATION, INC.,
0007
DB 5445, PG 1249 (TRACT 1)
GPN 0003920
217 YY N. CEDAR ST.
TADD W. MEYN (UNMARRIED)
0045
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
130' RAILWAY RIGHT OF WAY EXIST R/WEXIST R/WEXIST R/WEXIST R/WAVEW. FRIENDLYTHEATER
GREENSBOROAVEW. FRIENDLY60' Nominal R/W DB 6494, PG 274 DB 6920, PG 1018GPN 0003914501 GUILFORD AVE.A NORTH CAROLINA CORPORATIONMICHAEL W. HALEY FOUNDATION, INC.,0007DB 823, PG 258
GPN 0003923
772 W. FRIENDLY AVE.
GREENSBORO
THE CITY OF
0006
BASIL N.T. AGAPION, SUBJECT TO THE LIFE
ESTATE OF BASIL (BILL) AGAPION AND SUBJECT
TO THE LIFE ESTATE OF SOPHIA S. AGAPION
RAILROAD R/WRAILROAD R/W
DB 3729, PG 1609
GPN 0003940
115 N. CEDAR ST.
BOARD OF ALCOHOLIC CONTROL
THE CITY OF GREENSBORO
0041A
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
NORFOLK SOUTHERN CORPORATION
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
75' RAILWAY RIGHT OF WAY
60' NOMINAL R/W S85° 34' 38"E99.96'N85° 07' 53"W200.92'SPRING STREET HOLDINGS, LLC
258
DB 5237, PG
GPN 0003913
200 WILSON ST
DOERNERE. TODD 0063
N
04° 0
4' 13"E49.77'
SS EASEMENT SS EASEMENTSS
E
A
SE
M
E
N
TSS EASEMENT
SS EASEMENT
DB 7388, PG 2893
GPN 0003851
504 GUILFORD AVE.
CHANEY-FRYE #4, LLC
0008
DB 4494, PG 93
GPN 0003847
306 HILLSIDE DR.
CYNTHIA L. GARRISON
AND WIFE
DOUGLAS K. GARRISON
0013
DB 4382, PG 2186
GPN 0003846
308 HILLSIDE DR.
CYNTHIA L. GARRISON
DOUGLAS K. GARRISON
0014
DB 3886, PG 1691
GPN 0003845
310 HILLSIDE DR.
PATRICIA E. MIDGETT
AND WIFE
DANIEL S. NICHOLSON
0015
DB 5835, PG 1244
GPN 0003853
208 HILLSIDE DR.
#8, LLC
CHANEY PROPERTIESD.S.
0009
DB 5835, PG 1235
GPN 0003850
300 HILLSIDE DR.
#6, LLC
PROPERTIES
CHANEYD.S.
0010
DB 6443, PG 2020
GPN 0003849
302 HILLSIDE DR.
(UNMARRIED)
O'DONNELL
GERALD JAMES
0011
DB 4262, PG 346
GPN 0003848
304 HILLSIDE DR.
(SINGLE)
MARTHA J. DELANEY
0012
DB 6323, PG 864
GPN 0003844
312 HILLSIDE DR.
(UNMARRIED)
KELLY K. CARPENTER
0016
DB 2895 , PG 882
GPN 0003855
407 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0047
DB 2596 , PG 53
GPN 0003857
411 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0048
DB 154, PG 86
J.A. ODELL
0047_A 750750750750750
750
750
750
750755755755755755755
755 755755
755755755755760760
760 760760760760760760
760760760 765
765
765
765765770
770
770770775775PRESCOTT STREET FAIRMONT STREET(40" R/W per COG SURVEY BLOCK SHEETS 1-W & 2-W)40' Nominal R/W E= 1,763,427.3481 ft.
N= 847,588.5120 ft.
NAD 1983(2011) GROUND COORDINATES
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST
R
/WGUILFORD AVE(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S5.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S5MATCHLINE -G2- STA 52+00 (SEE SHEET S6)MATCHLINE -G2- STA 44+00 (SEE SHEET S4)NAD 83
S5
D
D
D
D
S
S
S
D
S
S SSS-124
SS-125
SS-126
SS-127 SS-128
SS-125 SS-126 SS-127 SS-128SS-124
MH-116
MH-116
CI-121
CI-120
CI-121
CI-122
CI-123
CI-120 CI-122 CI-123 DI-111
DI-111
APPROXIMATE
BLIND JUNCTION
11'W x 5'H BOX CULVERT
INV=750.51
12"
12"
24"

Z=772.176
Y=847546.311
X=1763806.290
PID16
15"RCP
INV=758.95
INV=754.08
10" CIP
INV=748.22
54" RCP
10" CIP
INV=749.89
10" CIP
INV=748.07
NOT FOUND
TOP=760.58
IN(S)=755.33-15"RCP
OUT(NW)=755.23-15"RCP
GRATE=756.47
OUT(W)=752.81-15" HDPE
OUT(NW)=753.84-15"VCP
TOP=760.64
IN(S)=759.04-15"RCP
OUT(N)=758.34-15"RCP
TOP=760.04
IN(SW)=754.92-15"VCPOUT(NE)=754.82-15"VCP
IN(ESE)=753.47-48"x48" BOX CULVERT
OUT(WNW)=751.12-54"RCP
TOP=760.47RIM=762.97
IN(NE)=757.94-18"RCP
RIM=760.47
IN(W)=755.33-10" PVC
IN(S)=752.84-15" DIP
IN(E)=755.07-12" DIP
OUT(N)=752.72-15" DIP
RIM=763.27
IN(NW)=758.35-6"DIP
IN(S)=758.07-6"DIP
IN(W)=759.74-8"VCP
OUT(E)=757.74-8"VCP
RIM=772.48
IN(SE)=769.00-8"DIP
IN(E)=764.83-12"VCP
OUT(W)=764.83-12"VCP
RIM=756.20
IN(E)=748.30-6"
IN(S)=747.53-15" DIP
OUT(N)=747.67-15" DIP
RIM=754.29
IN(S)=745.92-15" DIP
IN(W)=746.85-8" VCP
OUT(N)=745.91-15" DIP10"PVC8"VCP12"VCP8"DIP
12"VCP12"DIP8"VCP8"V
C
P
8"VCP 8"VCP15" VCP1 5 " VCP
15" RCP15" RCP 15" HDPE10" CIP1
8" RCP 10" CIP18" RCP18" RCPNOT FOUND
INV=754.08
54" RCPD
RR
15" HDPE
INV=752.25
RR
15"15" DIP DIP
(APPROX LOCATION)
24" CIP
SSMH
RIM=763.03
IN(SW)=751.28
IN(N)=752.23
OUT(W)=752.18
TOP=755.97
SS C\O
POST
SIGN
SECONDARY
STRUCTURE
POST
WATER
METER
TRAFFIC
SIGNAL
WM
MH
WM
WM
W.V.
POST
CATCH
BASIN
SIGN
UTILITY POLE
RIPRAP
RETAINING
WALL
RIPRAP
FENCE
RETAINING
WALL
RETAINING
WALL
RETAINING WALL
FENCE
BUILDING
BUSHES
BUILDING
CURB
E.O.P.
CURB
INLET
SIDEWALK
FENCE
TRAFFIC
SIGNAL
UTILITY POLE
SIDEWALK
CURB
UTILITY POLE
STEPS
E.O.P.
SIDEWALK
DECK
E.O.P.
TREELINE
TREE
LINE
RIPRAP
DECIDUOUS
TREE
TREELINE TREELINE
E.O.P.
CURB
RIPRAP
RETAINING WALL
CONTROLLER
CABINET
RETAINING
WALL
BUILDING
CONIFEROUS
BUSH
FIRE HYDRANT
BUILDING
BUILDING
BUILDING
BUILDING
CULVERT HEAD WALL
RETAINING WALL
PAVEMENT
UTILITY POLE
CURB
UTILITY POLE
E.O.P.
UTILITY POLE
TREELINE
DITCH
PAVED DRAINAGE
PEDESTAL
UTILITY
POLE
UTILITY
POLE
UTILITY
PAD
UTILITY
BUILDING
501
502
503
504
505
506
50716"CIP16"CIP(TS)(T
S
)(TS)(TS)TH#26A
TH#26
TH#27
TOP ELEV.=756.34'
TOP DEPTH=4.33'
17"O.D. CAST IRON WATER
PK NAIL SET=760.67'
TH#27
TOP ELEV.=757.79'
TOP DEPTH=2.87'
8.5"O.D. STEEL GAS
TH#26A
TOP ELEV.=757.68'
TOP DEPTH=2.98'
1.5"O.D. STEEL GAS
PK NAIL SET=760.66'
TH#26
PRESCOTT STREET FAIRMONT STREET(40" R/W per COG SURVEY BLOCK SHEETS 1-W & 2-W)40' Nominal R/W E= 1,763,427.3481 ft.
N= 847,588.5120 ft.
NAD 1983(2011) GROUND COORDINATES
DB 7388, PG 2893
GPN 0003851
504 GUILFORD AVE.
CHANEY-FRYE #4, LLC
0008
RAILROAD R/W
RAILROAD R/W
DB 4494, PG 93
GPN 0003847
306 HILLSIDE DR.
CYNTHIA L. GARRISON
AND WIFE
DOUGLAS K. GARRISON
0013
DB 4382, PG 2186
GPN 0003846
308 HILLSIDE DR.
CYNTHIA L. GARRISON
DOUGLAS K. GARRISON
0014
DB 3886, PG 1691
GPN 0003845
310 HILLSIDE DR.
PATRICIA E. MIDGETT
AND WIFE
DANIEL S. NICHOLSON
0015
DB 5835, PG 1244
GPN 0003853
208 HILLSIDE DR.
#8, LLC
CHANEY PROPERTIESD.S.
0009
DB 5835, PG 1235
GPN 0003850
300 HILLSIDE DR.
#6, LLC
PROPERTIES
CHANEYD.S.
0010
DB 6443, PG 2020
GPN 0003849
302 HILLSIDE DR.
(UNMARRIED)
O'DONNELL
GERALD JAMES
0011
DB 4262, PG 346
GPN 0003848
304 HILLSIDE DR.
(SINGLE)
MARTHA J. DELANEY
0012
DB 6323, PG 864
GPN 0003844
312 HILLSIDE DR.
(UNMARRIED)
KELLY K. CARPENTER
0016
RAILROAD R/W
RAILROAD R/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST
R
/WGUILFORD AVEDB 2895 , PG 882
GPN 0003855
407 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0047
DB 2596 , PG 53
GPN 0003857
411 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0048
DB 154, PG 86
J.A. ODELL
0047_A
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT
DB 7851, PG 2987
GPN 0004059
402 HILLSIDE DR.
CASSANDRA D. MAYER
AND SPOUSE
THOMAS J. MAYER, JR.
0017
DB 6793, PG 717
GPN 0004061
406 HILLSIDE DR.
LISA AMANI
0019
DB 6895, PG 1264
GPN 0004063
410 HILLSIDE DR.
DORA G. NELSON
AND WIFE
WILLIAM M. NELSON, JR.
0021
DB 7748, PG 500
GPN 0004064
412 HILLSIDE DR.
VALERIE A. COLL
0022
DB 7543, PG 1733
GPN 0004066
416 HILLSIDE DR.
SUSAN MICHELLE WILEY
AND WIFE
ROBERT GARY HILL
0024
DB 5323, PG 367
GPN 0004067
418 HILLSIDE DR.
TINA MARIE GILMORE
AND
TERI LYNN ANDERSON
0025
DB 7618, PG 3064
GPN 0004074
801 W. SMITH ST.
CITY OF GREENSBORO
0051
DB 7557, PG 227
GPN 0004076
800 W. SMITH ST.
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
D & W INVESTMENT PROPERTIES, LLC,
0052
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 7110, PG 693
GPN 0004060
404 HILLSIDE DR.
GIRARDI (SINGLE)
CHRISTOPHER DODD
0018
DB 6907, PG 308
GPN 0004062
408 HILLSIDE DR.
AN UNMARRIED WOMAN
SUZANNE V. FRAY,
0020
DB 3356, PG 913
GPN 0004065
414 HILLSIDE DR.
TOY
CYNTHIA LOUISE
PLOTT AND WIFE
KENNETH MARK
0023
DB 4314, PG 1429
GPN 0004068
420 HILLSIDE DR.
THOMPSON THOMAS
MERIAL DENA
0026
DB 5670, PG 916
GPN 0004069
422 HILLSIDE DR.
WASHBURN, UNMARRIED
AND PATRICIA P.
UNMARRIED
JASON R. WIGGERS,
0027
DB 3754, PG 412
GPN 0004070
500 HILLSIDE DR.
WILKINS
JOHN SULLIVAN
0028
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 2596, PG 53
GPN 0004075
425 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0050
DB 2596 , PG 53
GPN 0003856
413 423 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0049
0054_B
J.A. ODELL
DB 154, PG 86
0020_A
J.A. ODELL
DB 154, PG 86
740
740740740740745
745
7457457457457457457457
4
5
745
745745745745 745750
750750750750750750750750750750
7507507507507507
50
750
755755755
7
5
5
7557557557557
6
0
760
760
760765
765
765HILLSIDE DRIVE
W. SMITH STREET(40' R/W per PB 4, PG 13)
70' Nominal R/WR
A
ILR
O
A
D
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
EXIST R/WEXIST R/WEXIST R/W
EXIST R/WHILLSIDE DRRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
(per COG G-677)
WATER MAIN R/W
DB 4725, PG 229
(per COG G-677)
DB 4727, PG 368
WATER MAIN R/W
DB 4745, PG 789
WATER MAIN R/W
(per COG G-677)
WATER MAIN R/W
DB 4759, PG 125
(per COG G-677)
WATER MAIN R/W
DB 1538, PG 556
(per COG D-2625)SS EA
SEM
EN
TSS EASEMENT
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S6.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S6NAD 83MATCHLINE -G2- STA 52+00 (SEE SHEET S5)MATCHLINE -G2- STA 60+00 (SEE SHEET S7)S6
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
Z=770.475
Y=848667.513
X=1763198.228
PID14
D
D
D
D
S
D
S S
S
S
S
SS-129
SS-130
SS-131
SS-132
SS-134
SS-135
SS-129 SS-130 SS-131 SS-132 SS-133 SS-134 SS-135
MH-117
MH-117
CI-124 CI-127
CI-124
CI-127CI-126
CI-125
CI-125 CI-126
12"
18"
12"
16"
36"
6"
8.5'W X 5'H BOX CULVERT
10" VCP
INV=744.64
12" VCP
TOP=745.24
18"RCP
INV=744.28
INV=740.43
INV=740.03
18" RCP
INV=740.23
60" RCP
INV=738.44
NO ACCESS
INV=742.09
6" METAL PIPE
RR
TOP=747.06
OUT(NE)=743.41-15"RCP
TOP=747.93
OUT(NE)=744.43-15" RCPIN(SE)=742.32-18"RCP
TOP=746.85
IN(SE)=740.75-18"RCP
OUT(NE)=740.50-18"RCPOUT(NW)=742.19-18"RCP
RIM=747.86
OUT(NW)=742.91-18" RCP
IN(S)=743.86-18"RCP
TOP=747.42
RIM=752.16
IN(S)=742.26-15" DIP
OUT(NW)=742.26-24" RCP
RIM=748.18
IN(S)=738.68-24'' RCP
IN(NW)=741.28-8"VCP
OUT(N)=738.66-24'' RCP
RIM=748.17
IN(E)=739.55-12" DIP
IN(S)=738.62-24" RCP
OUT(N)=738.46-24" RCP
RIM=748.47
IN(N)=739.58-12" DIP
OUT(W)=739.58-12" DIP
SSMH
RIM=746.97
IN(SE)=739.76-12" DIP
OUT(SW)=739.72-12" DIP
RIM=746.22
IN(SSE)=740.47-10" DIP
IN(E)=740.57-12" DIP
OUT(W)=740.44-12" DIP
RIM=749.56
IN(SSE)=744.46-6"DIP
IN(S)=742.06-10"VCP
IN(SE)=742.09-10"VCP
OUT(N)=742.01-10"VCP15"D
IP24"RCP
24"RCP 24"RCP
8"VCP
12"DIP12"DIP12"DIP10"VCP
10"DIP10"VCP10"VCP6"DIP15" RCP15"
R
C
P
18" RCP
18" RCP
10" VCP
18" RCP60" RCPRIP-RAP WALL
8.5'W x 5.5'H
BOX CULVERT
INV=740.43 12"D
IP18
" RCPSTMH
RIM=773.21
IN(W)=767.79
OUT(E)=767.57
D
R
CP
15"
PIPE
12" METAL RETAI
NI
NG
W
ALLLATERAL TO BUILDING
16"
36"
TOP=740.92
TOP=741.04
12" METAL PIPE
POLE
UTILITY
CONTROLLER
CABINET
TRAFFIC
SIGNAL
SIGN
UTILITY POLE
POST
CULVERT
HEAD WALL
UTILITY POLE
SIGN
UTILITY POLE
MH
SIGN
UNKNOWN
UTILITY BOX
WATER
FOUNTAIN
POLE
RETAINING WALL
METAL BILLBOARD
RETAINING WALL
FENCE
FENCE
RETAINING
WALL
TREELINE
E.O.P.
DECIDUOUS
TREE
C&G
C&G
C&G
SIDEWALK
E.O.P.
CURB
DECIDUOUS
TREE
SIDEWALK
SIGNSIDEWALK
C&G
SIGN
SIDEWALK
C&G
TRAFFIC
ISLAND
SIDEWALK
BUILDING
STEPS
TREES
METAL BILLBOARD
6' WOOD PRIVACY
FENCE
6' WOOD PRIVACY
FENCE
TREE
DRIP LINE
TOP OF
CREEK BANK
CENTERLINE
OF CREEK
EDGE OF
CREEK
CENTERLINE
OF WASH
TOP
OF SLOPE
TOP
OF SLOPE
8' CHAIN LINK FENCE
3 STRAND BARBED WIRE
TOP OF CREEK
BANK
MONITORING
WELL
MOBILE HOME
E.O.P.
EXPOSED 4"
PVC PIPE
6' HIGH WOOD
PRIVACY FENCE
CLEAN-OUT
FENCE
LARGE ROCK
OUTCROP
TREE DRIP
LINE
C&G
CONC FLUME
ASPHALT
TREE LINE
8' CHAIN LINK FENCE
3 STRAND BARBED WIRE
POST
FENCE
TREES
DECIDUOUS
TREES
DECIDUOUS
GROUNE
ABOVE
PIPES
RIPRAP
HEADWALL
CULVERT
SIDEWALK
DRIP LINE
TREE
E.O.P.
TREE
DECIDUOUS
TREE
DECIDUOUS
UTILITY
POLE
SSMH
RIM=751.87
PIPE CULVERT
BUILDING
BUILDING
BUILDING
TREELINE
RIPRAP
RIPRAP
FENCE
CANE
RIVER
FENCE
RIPRAP
TREELINE
PIPE
CULVERT
POLE
UT
IL
ITY
POLE
UT
IL
ITY
PAD
UTILITY
ABANDONED
601
602
60324"
24"
24"CIP
24"CIP24"CIP
EOI
EOI
(TS)(TS)
24
"
EOR
I
6" PVC ABAND
6" PVC ABAND
TH#28
TOP ELEV.=742.17'
TOP DEPTH=4.98'
24"DUCTILE IRON WATER
SPIKE SET=747.15'
TH#28
NO RECORDS ON THIS LINE PAST THIS POINT
24" WATER MAY CROSS ALIGNMENT,
HILLSIDE DRIVE
W. SMITH STREET(40' R/W per PB 4, PG 13)
70' Nominal R/WR
A
ILR
O
A
D
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
EXIST R/WEXIST R/WEXIST R/W
EXIST R/W
DB 7851, PG 2987
GPN 0004059
402 HILLSIDE DR.
CASSANDRA D. MAYER
AND SPOUSE
THOMAS J. MAYER, JR.
0017
DB 6793, PG 717
GPN 0004061
406 HILLSIDE DR.
LISA AMANI
0019
DB 6895, PG 1264
GPN 0004063
410 HILLSIDE DR.
DORA G. NELSON
AND WIFE
WILLIAM M. NELSON, JR.
0021
DB 7748, PG 500
GPN 0004064
412 HILLSIDE DR.
VALERIE A. COLL
0022
DB 7543, PG 1733
GPN 0004066
416 HILLSIDE DR.
SUSAN MICHELLE WILEY
AND WIFE
ROBERT GARY HILL
0024
DB 5323, PG 367
GPN 0004067
418 HILLSIDE DR.
TINA MARIE GILMORE
AND
TERI LYNN ANDERSON
0025
DB 7618, PG 3064
GPN 0004074
801 W. SMITH ST.
CITY OF GREENSBORO
0051
DB 7557, PG 227
GPN 0004076
800 W. SMITH ST.
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
D & W INVESTMENT PROPERTIES, LLC,
0052
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 7110, PG 693
GPN 0004060
404 HILLSIDE DR.
GIRARDI (SINGLE)
CHRISTOPHER DODD
0018
DB 6907, PG 308
GPN 0004062
408 HILLSIDE DR.
AN UNMARRIED WOMAN
SUZANNE V. FRAY,
0020
DB 3356, PG 913
GPN 0004065
414 HILLSIDE DR.
TOY
CYNTHIA LOUISE
PLOTT AND WIFE
KENNETH MARK
0023
DB 4314, PG 1429
GPN 0004068
420 HILLSIDE DR.
THOMPSON THOMAS
MERIAL DENA
0026
DB 5670, PG 916
GPN 0004069
422 HILLSIDE DR.
WASHBURN, UNMARRIED
AND PATRICIA P.
UNMARRIED
JASON R. WIGGERS,
0027
DB 3754, PG 412
GPN 0004070
500 HILLSIDE DR.
WILKINS
JOHN SULLIVAN
0028
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053HILLSIDE DRDB 2596, PG 53
GPN 0004075
425 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0050
DB 2596 , PG 53
GPN 0003856
413 423 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0049
RAILROAD R/W
0054_B
J.A. ODELL
DB 154, PG 86
0020_A
J.A. ODELL
DB 154, PG 86
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
(per COG G-677)
WATER MAIN R/W
DB 4725, PG 229
(per COG G-677)
DB 4727, PG 368
WATER MAIN R/W
DB 4745, PG 789
WATER MAIN R/W
(per COG G-677)
WATER MAIN R/W
DB 4759, PG 125
(per COG G-677)
WATER MAIN R/W
DB 1538, PG 556
(per COG D-2625)SS EA
SEM
EN
TSS EASEMENT
DB 7668, PG 852
GPN 0004079
1007 BATTLEGROUND AVE.
JESC LLC
0054
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 3194-804)
(DRAINAGE EASEMENT
DB 1412-309
WB 4, PG 369
MARY P. LINDER
0054_A
DB 7410, PG 1055
GPN 0003988
612 N. MENDENHALL ST.
JANINE MARIE OLIVER
0030
DB 4062, PG 2002
GPN 0003986
616 N. MENDENHALL ST.
DANIEL MARK GREEN (DIVORCED)
0032
DB 7645, PG 1739
GPN 0003987
614 N. MENDENHALL ST.
(UNMARRIED)
ANN BLAIR WILBURN
0031
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
INCORPORATED
ABERCROMBIE OIL COMPANY,
0055
CITY OF GREENSBORO
0056
REALTY COMPANY
0055_A
GUILFORD INSURANCE &
DB 308, PG 249
PB 4, PG 163
DB 154, PG 86
0054_B
J.A. ODELL
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
735735735735
735 735
740740740740740
740
740
740
74
0
740740740
745745745
745
745
745
745
7457457457457457
4
5745745745750
75
0
750
750
75075
5
755
760
W. SMITH STREET
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)
(70" R/W Nominal per COG G-62)
RAILROAD R/W
RAILROAD R/W
RA
ILROAD
R
/W
RAILROAD R/W
E
X
IS
T
R
/W
EX
IS
T
R
/W
E
X
IST R
/W
EXI
ST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W
HILL STREETper COG F-1965)(70'
Nomi
nal
R/WEXIST R/W
HILL STREET
per COG F-1965)(70' R/W Nominal
(50' Nominal R/W- per PB 184, PG 94
BATTLEGROUND AVENUE
EXIST R/W
EXIST R/W
EXIST R/WEXI
S
T R/WEXI
S
T R/W (AP
P
ROX)
EXIST R/W (APPROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
DB 1735, PG 147
GPN 0003997
509 HILLSIDE DR.
CITY OF GREENSBORO
0068
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S7.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S7
NAD 83
MATCHLINE -G2- STA 60+00 (SEE SHEET S6)MATCHLINE -G3- STA 70+00 (SEE SHEET S8)S7GGGGGGGGD
D
D
D
DDSSSD
SD
D SD
D
240013746.30SSMH240015745.28SSMHSSD
SDS
D
SS-136
SS-137
SS-138
SS-139
SS-143
SS-144
SS-145
SS-146
SS-136 SS-137 SS-138 SS-139 SS-144 SS-145 SS-146SS-143
MH-118
MH-118
MH-119
MH-119
MH-120
MH-120 MH-121
MH-121
CI-128 CI-129 CI-130
CI-136CI-134 CI-135
CI-132CI-131
CI-133
CI-128
CI-129
CI-130
CI-131
CI-132
CI-133
CI-134
CI-135
CI-136
CI-137
CI-137
CI-138
CI-138 DI-113
DI-113
DI-112
DI-112
YI-101
YI-101
COG
COGCOG
RR
RR RR
COG
INV=738.87
15" RCP
INV=740.01
PIPE
12"
METAL
10'W x 5'H
BOX CULVERT
INV= 737.70
BOX CULVERT
INV=736.86
6" METAL PIPE
INV=742.05
18" RCP
INV=739.08
18" RCP
INV=734.11
BLIND JUNCTION
APPROXIMATE
12"12"
12"
16"
16"
36"
PL
PL
PL
PL
IN(SW)=740.85-18" RCP
IN(WNW)=741.11-18" RCP
OUT(NE)=737.12-30" RCP
TOP=755.27
IN(NW)=746.57-15"RCP
OUT(NE)=744.86-18" RCP
TOP=747.16
IN(SW)=743.68-15"RCP
OUT(NE)=742.76-18" RCP
TOP=746.06
IN(NW)=740.64-15" RCP
IN(SW)=737.26-30" RCP
IN(E)=741.79-15" RCP
OUT(NE)=736.91-36" RCP
TOP=746.48
OUT(NW)=741.66-15" RCP
OUT(NE)=739.67-18" RCP
TOP=745.86
OUT(SE)=741.38-15" RCP
TOP=745.37
OUT(SW)=740.27-18" RCP
TOP=745.97
OUT(NW)=739.23-18" RCP
TOP=742.50
IN(NE)=738.65-18"RCP
OUT(SW)=737.50-18" RCP
TOP=747.12
OUT(SW)=746.34-4" DIP
GRATE=745.72
IN(N)=738.93-18" RCP
OUT(S)=738.92-18" RCP
NO ACCESS
RIM=746.47
IN(N)=739.69-18" RCP
IN(E)=739.40-15" RCP
OUT(S)=739.27-18" RCP
RIM=744.55
FULL OF SILT
TOP=745.46
IN(NW)=742.57-15"RCP
IN(SE)=740.89-15"RCP
OUT(NE)=740.85-18" RCP
TOP=745.17
OUT(SW)=739.37-15" RCP
RIM=745.93
FULL OF SILT
BOTTOM BOX=739.15
TOP=745.45
IN(SW)=740.55-18" RCP
RIM=746.62
RIM=748.06
IN(SE)=738.26-24" RCP
OUT(NW)=738.22-24" RCP
RIM=746.39
IN(SW)=738.05-12" VCP
IN(SE)=737.17-24" DIP
OUT(NW)=737.06-24" DIP
RIM=753.10
IN(SE)=740.13-12"VCP
OUT(NW)=740.08-12"VCP
RIM=746.28
IN(SE)=736.55-24"RCP
OUT(NW)=736.45-24"RCP
RIM=746.30
IN(SE)=735.87-10" VCP
OUT(NNE)=735.66-10" VCP
RIM=746.73
IN(S)=738.80-15" VCP
IN(NE)=747.74-4" DIP
OUT(N)=738.73-10" VCP
RIM=745.24
IN(E)=737.89-10" VCP
OUT(N)=737.24-15" VCP
RIM=745.28
IN(SSW)=735.47-10" VCP
OUT(N)=735.46-24" VCP
24
"RCP
12"VCP
24"RCP
24
"D
IP
24"DIP
15"VCP10"VCP
15" RCP
18" R C P
1
8
" RCP
18" RCP18" RCP15" RCP15" RCP30" RCP15" RCP
1
8"
R
C
P15" RCP15" RCP
15" RCP
18" RCP18" RCP18" RCP1
0
" VCP
24" VCP36" RCP10"VCP4" DIP18" RCPSS-133 D15" RCP
STS
WR
8"VCP3646763.92SSMH
S30" RCP
STSWR
18" RCP
15" RCP
GUY WIRE
SSMH
IN(SE)=758.42
OUT(N)=758.37
RIM=763.92
LP
LP
AIR PUMP
CONC
W.V.
CONTROLLER
CABINET
GUY
WIRE
MH
CULVERT
HEAD WALL
FENCE
C&G
SIGN
CURB
CURB
TRAFFIC
SIGNAL
E.O.P.
RIP-RAP
CURB
TREES
RETAINING
WALL
SIGN
C&G
C&G
CURB
CURB
BUSHES
CURB
FENCE
TREES
RIPRAP
FENCE
SIDEWALK
MH
SIDEWALK
TRAFFIC
SIGNAL
GUARDRAIL
UTILITY POLE
C&G TRAFFIC
SIGNAL
SIGN
CURB
CURB
TREES
E.O.P.
CURB
CURB
SIDEWALK
TRAFFIC
SIGNAL
PEDESTAL
UTILITY
SIGN
GUY
WIRE
TRAFFIC
SIGNAL
E.O.P.
CULVERT
HEADWALL
CURB
UTILITY
POLE
GUY
WIRE
TRAFFIC SIGNAL
SIGN
SIDEWALK
RIP-RAP
E.O.P.
RETAINING WALL
CURB
CURB
FLAG POLE
LPELECTRICAL
METER
GAS VALVE
GAS VALVE
GAS VALVE
BUILDING
TREES
E.O.P.
SIGN
UTILITY
PEDESTAL
CURB
UTILITY
PEDESTAL
RETAINING WALL
LP
TREES
SERVICE POLE/LIGHT
MH
TREE LINE
SIGN
RETAINING WALL
GUY
WIRE
TRAFFIC
SIGNAL
PIPE CULVERT
SIGN
PADUTILITY
701
702
703
704
705
706
707
708
709
710
711
712 713
714
SHH24"
24"
24"CIP
6"CI
P6"CIP(TS)(TS)
(
T
S)
6
" PVC
ABAND
TH#30TH#29
TOP ELEV.=746.93'
TOP DEPTH=2.25'
6.5"O.D. DUCTILE IRON WATER
SPIKE SET=749.18'
TH#29
TOP ELEV.=744.06'
TOP DEPTH=5.17'
6.5"O.D. DUCTILE IRON WATER
SPIKE SET=749.23'
TH#30
W. SMITH STREET
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)
(70" R/W Nominal per COG G-62)
RAILROAD R/W
RAILROAD R/W
RA
ILROAD
R
/W
RAILROAD R/W
E
X
IS
T
R
/W
EX
IS
T
R
/W
E
X
IST R
/W
EXI
ST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W
HILL STREETper COG F-1965)(70'
Nomi
nal
R/WDB 7668, PG 852
GPN 0004079
1007 BATTLEGROUND AVE.
JESC LLC
0054
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 3194-804)
(DRAINAGE EASEMENT
DB 1412-309
WB 4, PG 369
MARY P. LINDER
0054_A
DB 7410, PG 1055
GPN 0003988
612 N. MENDENHALL ST.
JANINE MARIE OLIVER
0030
DB 4062, PG 2002
GPN 0003986
616 N. MENDENHALL ST.
DANIEL MARK GREEN (DIVORCED)
0032
DB 7645, PG 1739
GPN 0003987
614 N. MENDENHALL ST.
(UNMARRIED)
ANN BLAIR WILBURN
0031
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
INCORPORATED
ABERCROMBIE OIL COMPANY,
0055
EXIST R/W
HILL STREET
per COG F-1965)(70' R/W Nominal
(50' Nominal R/W- per PB 184, PG 94
BATTLEGROUND AVENUE
EXIST R/W
EXIST R/W
EXIST R/W
CITY OF GREENSBORO
0056EXI
S
T R/WEXI
S
T R/W (AP
P
ROX)
EXIST R/W (APPROX)
REALTY COMPANY
0055_A
GUILFORD INSURANCE &
DB 308, PG 249
PB 4, PG 163
DB 154, PG 86
0054_B
J.A. ODELL
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
DB 1735, PG 147
GPN 0003997
509 HILLSIDE DR.
CITY OF GREENSBORO
0068
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
CITY OF GREENSBORO
0056
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
ABERCROMBIE OIL COMPANY, INC
0055
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
730730 7357357357357
3
5
735 7357357
4
0 740740740740
740
740 740740740740740745745 745745
745
745 745745
745
745745745745
7457457457 4 5
745
745745745745745
745 745745
745
7
4
5
745
7
4
5
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)VARIABLE WIDTH R/W SM
IT
H

S
T PKWYBENJAMINBATTLEGROUND AVE
RAILROAD R/W
RAILROAD R/W RAILROAD R/W
RAILROAD R/WEXIST R/W
EXIST R/W
E
XIS
T
R/WEXIST R/WAVE
BATTLEGROUND BENJAMIN PKWYEXIST R/W (APPROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
100' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION CREEKNORTH BUFFALO (APPROX)EXIST R/WSS EASEMENTJOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S8.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S8
NAD 83
MATCHLINE -G3- STA 70+00 (SEE SHEET S7)MATCHLINE -G3- STA 78+25 (SEE SHEET S9)S8
18"
18"
18"
RR
COG
RR
COG
COG
RR
RR
SSS240000744.37SSMHD
D
D SSSD
D
D
D
D
D
D
D
D
D SSSS-140
SS-141
SS-142
SS-147
SS-148
SS-149
SS-150
SS-140 SS-141 SS-142 SS-148 SS-149 SS-150
MH-124
MH-124MH-123
MH-123
CI-146CI-139 CI-142 CI-144 CI-145CI-143 YI-102CI-141CI-140
CI-139
CI-140
CI-141
CI-142
CI-143
CI-144
CI-145
IN(NW)=739.50-18"RCP
CI-146
MH-122
MH-122
YI-102
14"

CAPPED WITH
CONCRETE
12" CIP
INV=741.58
INV=742.93
INV=740.24
12" CIP
INV=742.61
12" CIP
18"RCP
12" CIP
INV=742.90
NOT FOUND
PL
TOP=744.90
OUT(NNW)=737.14-24"RCP
TOP=745.35
OUT(SW)=740.70-15"VCP
OUT(SE)=740.70-18"RCP
TOP=744.18
IN(NW)=738.78-18"RCP
OUT(SE)=737.28-24"RCP
TOP=744.40
IN(NW)=739.70-15"RCP
OUT(SE)=739.60-15"RCP
TOP=743.81
IN(SW)=740.39-10"VCP
OUT(SE)=739.95-15"RCP
TOP=744.43
IN(NW)=739.53-15"RCP
OUT(SE)=739.23-18"RCP
TOP=744.54
IN(NW)=736.88-24"RCP
IN(NNE)=738.04-15"VCP
IN(NE)=737.42-18"RCP
OUT(SE)=736.64-24"RCP
TOP=745.38
IN(NE)=738.46-18"RCP
OUT(SW)=738.42-18"RCP
TOP=745.20
IN(NW)=739.79-18"RCP
OUT(SW)=738.86-18"RCP
RIM=745.38
IN(NW)=732.58-60" RCP
IN(S)=736.68-24" RCP
OUT(E)=732.58-60" RCP
RIM=745.26
FILLED WITH CONCRETE
RIM=745.88
FILLED WITH SAND
IN(SE)=734.26-48"RCP
RIM=747.49
IN(NW)=735.39-24"RCP
OUT(NE)=734.19-48"RCP
RIM=741.95
IN(SW)=734.09-48" RCP
OUT(NE)=734.09-48" RCP
RIM=743.53
IN(NW)=734.32-12"VCP
IN(SW)=733.27-48"RCP
OUT(NE)=733.06-48"RCP
RIM=745.38
IN(W)=739.50-10" VCP
OUT(NE)=739.46-10" VCP
RIM=744.37
IN(SW)=739.63-10" DIP
OUT(E)=739.49-10" VCP
RIM=746.51
IN(NW)=738.66-12" VCP
OUT(SE)=738.48-12" VCP
24"RCP
54"RCP
54"RCP54"RCP18" RCP24" RCP
1
5
" VCP
18" RCP
1
8"
R
C
P
18" RCP
15" RCP10" VCP12" CIP24" RCP60" RCP
60" RCP
12" CIP
12" VCP
12" V
C
P
8" V
C
P 8" VCP
8" VCP
6 " VCP
10" VCP
10" VCP15" RCP
12"CREEKBUFFALONORTH18" RCP310082746.65BEAM T310083746.69BEAM
T310088743.05BEAM
B310089742.79BEAM
B310095742.60BEAM
SEC 310097747.81RAIL
RAIL
310096750.34RAILSECOND BEAM
BOTTOM BEAM
TOP BEAM
BR
IDGE
A
310052746.61S BEAM
TOP310053742.94S BEAM
BOTTOM 310092742.35BEAM
SEC310093742.58BEAM
SECTOP BEAM
BOTTOM BEAM
SECOND BEAM
RAIL
CONCRETE BEAMS
RAIL ROAD TRACKS300148744.87rail road tracksWOOD PYLON WOOD BEAM
CONCRETE BEAMS
300074738.63conc beam
lshot300091737.39wood pylon lshot300092737.65wood pylon lshot300093737.54wood pylon lshot300094738.95wood pylon lshot300095741.46bottom conc beam lshot300097741.27bottom
conc beam
lshot300098741.27bottom
conc beam
lshot300115742.42conc beam lshot300116742.41conc beam lshot300117740.46conc beam
lshot300118740.45conc beam lshot300119740.36conc beam lshot300120740.37conc beam
lshot300121738.77conc beam lshot300122738.77conc beam lshot300123738.59conc beam
lshot300124738.57conc beam
lshot300125736.43conc beam
lshot300126737.13conc beam lshot300151744.96rail road tracks300152744.94rail road tracks310005742.52AT310006741.34AB310007742.50AT310008740.36BT310009738.90BB
310016738.64DT310033742.52AT310035741.30AB 310036742.50CT
310037740.50CB
310038740.43BT
310039738.81BB310040738.59DT
310041736.31DB
310060750.11S RAIL STARTWOOD BEAM310100742.51Y M
ID310101740.61Y M
ID310102740.45X
MID 310103738.93X
M
ID
310104738.66Z M
ID
310105742.44Y M
ID310106740.55Y
M
ID
310107740.38X
M
ID 310108738.87X
MID 310109738.56Z M
IDWOOD PYLON
BOTTOM BRIDGE
ARC
310026748.26RAIL310063748.30ARCH
M
ID RAIL310064748.28ARCH RA
IL310067740.72GL 310068740.95GL310069741.14GL310070736.64SS 8"310071736.61SS 8"310074741.17ARC310079742.38IN ARC
M 310080740.15IN ARC
INNER ARC
RAIL
RAIL
BRIDGE C310021743.37ARC
M
310024743.19IN ARC
M
300138747.58bridge rail310066740.75GL310073736.55SS 8"310077740.94ARC310078739.87IN ARCGAS LINE
8" SANITARY
SEWER
12"VCP
S12" VCP
SS-147
RIM=745.84
IN(NW)=738.13-12" VCP
IN(SW)=738.33-10" VCP
OUT(SE)=738.04-12" VCP
24" RCP
OUT(SE)=735.45
IN(NE)=737.66
IN(NW)=735.51
RIM=743.88
SSMH
1
5
" VCP
300001744.52gps2300003744.57gps2 2nd shotSSMH
RIM=745.55
IN(N)=740.42-8"VCP
IN(NW)=740.62-8"VCP
IN(W)=740.85-6"VCP
OUT(S)=740.42-8"VCP
LP
POWER POLE
GUY WIRE
TRAFFIC SIGNAL
SIGNAL BOX
SIGN
SIGN
W.V.
RETAINING WALL
BRIDGE OVERPASS
RETAINING WALL
TREES
SIDEWALK
C&G
UTILITY
PEDESTAL
GUY WIRE
RETAINING WALL
WALL
RETAINING
RETAINING WALL SIDEWALK
CURB
SIGN
WALL
RETAINING
SIGN
SERVICE POLE
SIGN
GAS MARKER
RAILROAD
TRAFFIC SIGNAL
PIPE CULVERT
MH
INLET
C&G
GUY WIRE
SIGNAL
TRAFFIC
LIGHT
POLE
FENCE
SERVICE POLE/LIGHT
RETAINING WALL
RETAINING WALL
BRIDGE OVERPASS
RETAINING WALL
TREES
ELECTRIC BOX
FOR TRAIN
RETAINING WALL
RIPRAP
BRIDGE OVERPASS
SERVICE POLE
RAILROAD
SIGNAL
C&G
MH TRAFFIC SIGNAL
TRAIN SIGNAL
CONC BOX
TRAIN SIGNAL
BOX
SERVICE POLE/LIGHT
MH
CAMERA
POLE
BOX
BOX
MH
TREES
MH
POLE
SIGN
SIGN
FENCE
TREES
PIPE CULVERT
C&G
CURB
LP
PIPE ABOVE GROUNDTREESSERVICE POLE/LIGHT
E.O.P.
C&G SERVICE POLE RETAINING WALL
CURB
LP
SIGN
GUY WIRE
SIGN
LP
SIGN
CONC
SIGN
CURB
CURB
CHAIN LINK FENCE
SIGN
CURB
CURB
INLET
MH
MH
CURB
INLET
MH
LP
LP
OPTIC
FIBER
OPTIC
FIBER
C&G
SERVICE POLE
TREE
TREE
POLE FOR TRAIN
MH
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
SSSSSW
W
W
W
W
W
W W
GTS 20"
20"CIP36"PCCP36"PCCP20"CIP 36"PCCP(TS)
(TS)(TS)(TS)(TS)(TS)(TS)(TS)(TS)
(TS)
(TS)(TS)
(TS)EOI EOI
24"CIP
TH#37
TH#31
TH#36
TH#32
TH#33
TH#34
TH#35
TOP ELEV.=741.01'
TOP DEPTH=4.92'
24"CAST IRON WATER
SPIKE SET=745.93'
TH#31
TOP ELEV.=739.74'
TOP DEPTH=4.81'
18"CAST IRON WATER
SPIKE SET=744.55'
TH#33
TOP ELEV.=738.33'
TOP DEPTH=5.98'
20"CAST IRON WATER
SPIKE SET=744.31'
TH#34
TOP ELEV.=735.77'
TOP DEPTH=9.05'
30"CAST IRON WATER
SPIKE SET=744.82'
TH#35
TOP ELEV.=739.53'
TOP DEPTH=5.23'
OVER 36"CAST IRON WATER
42"CONCRETE CASING
SPIKE SET=744.76'
TH#36
TOP ELEV.=740.93'
TOP DEPTH=4.54'
24"CAST IRON WATER
SPIKE SET=745.47'
TH#37
EOI
EO
I24"DI
PUTILITY WAS DOCUMENTED.)
AND 20' DEEP. THE ABOVE
AREA APPROXIMATELY 7' WIDE
SEARCHED BY PROBING AN
SECOND ATTEMPT THE CREW
LOCATE THE 24"DIP. IN THE
TWICE IN AN ATTEMPT TO
(CREW EXCAVATED THIS HOLE
TOP ELEV.=742.27'
TOP DEPTH=2.33'
4.5"O.D. CAST IRON UNKNOWN
SPIKE SET=744.60'
TH#32
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)VARIABLE WIDTH R/W SM
IT
H

S
T PKWYBENJAMINBATTLEGROUND AVE
RAILROAD R/W RAILROAD R/W
RAILROAD R/WEXIST R/W
EXIST R/W
E
XIS
T
R/WEXIST R/WCITY OF GREENSBORO
0056
AVE
BATTLEGROUND BENJAMIN PKWYDB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
ABERCROMBIE OIL COMPANY, INC
0055
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
EXIST R/W (APPROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
100' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION CREEKNORTH BUFFALO (APPROX)EXIST R/WSS EASEMENT
DB 2201, PG 138
GPN 0006656
1027 BATTLEGROUND AVE.
CITY OF GREENSBORO
0034
DB 74, PG 65
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
DB 1713, PG 425
GPN 0006657
1049 R1 BATTLEGROUND AVE.
CITY OF GREENSBORO
0035
1031 BATTLEGROUND AVE.
GPN 0006655
DB 1091, PG 341 (TRACT 1)
CITY OF GREENSBORO
DB 2201, PG 138
GPN 0006656
1027 BATTLEGROUND AVE.
CITY OF GREENSBORO
0057
DB 817, PG 228
GPN 0006654
1000 GRECADE ST.
DUKE POWER COMPANY
0058
DB 1713, PG 433
GPN 0006653
1049 BATTLEGROUND AVE.
CITY OF GREENSBORO
0059
DB 2254, PG 652
GPN 0006676
1051 BATTLEGROUND AVE.
CITY OF GREENSBORO
0060
DB 4778, PG 166
GPN 0006675
1103 1107 BATTLEGROUND AVE.
WOOD PROPERTIES LIMITED PARTNERSHIP
0061
PB 16, PG 80
DB 4778, PG 171
GPN 0006670
1324 SEMINOLE DR.
A NORTH CAROLINA LIMITED PARTNERSHIP
WOOD PROPERTIES LIMITED PARTNERSHIP,
0036_B
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
WESTOVER TERRACE II, LLC,
0062
PB 73, PG 12
DB 7800, PG 2513
GPN 0006647
1201 BATTLEGROUND AVE.
DB 4778, PG 166
GPN 0006674
1324 SEMINOLE DR.
A NORTH CAROLINA LIMITED PARTNERSHIP
WOOD PROPERTIES LIMITED PARTNERSHIP,
0036_A
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
740745745745
745
75075
0
750750750
7
5
0
750755
755
755755
755
755
755
760760
760760
760760 765(105" Nomial R/W per COG F-2751)
BATTLEGROUND AVENUE
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
EXIST R/W
EXIST R/W
EXI
ST R/
W (APPROX)
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S9.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S9MATCHLINE -G3- STA 78+25 (SEE SHEET S8)NAD 83
S9
PL
D
D
D
SSSD SD D
D DD
D S240006755.20SSMHSS-151
SS-152
SS-153
SS-154
SS-155
SS-151 SS-152 SS-153 SS-154 SS-155
MH-125
MH-125
MH-126
MH-126
MH-127
MH-127
MH-128
MH-128
MH-129
MH-129
CI-151CI-150CI-148CI-147
CI-147
CI-148
CI-149
CI-149
CI-150
CI-151
TOP=747.45
OUT(WSW)=740.80-24" RCP
CI-152
CI-152

INV=754.01
18" RCP
18" RCP
INV=754.26
18" RCP
INV=754.01
INV=753.19
18" RCP
NOT FOUND
24"
48"
24"
30"
RIM=745.92
IN(NW)=733.42-60" RCP
IN(SW)=733.60.-18" RCP
OUT(SE)=733.42-60" RCP
RIM=745.60
IN(W)=733.99-18"RCP
IN(SE)=734.11-8"VCP
IN(NW)=742.75-18"RCP
IN(SW)=740.25-15"RCP
OUT(NE)=733.97-18"RCP
RIM=749.55
IN(NW)=747.30-18"RCP
OUT(SE)=744.59-18"RCP
RIM=761.68
IN(W)=755.23-18"RCP
OUT(SE)=755.05-18"RCP
RIM=755.00
IN(W)=746.05-8"PVC
OUT(SE)=745.45-8"VCP
TOP=748.66
IN(NW)=739.74-8"CMP
OUT(SW)=739.35-15"RCP
TOP=747.94
IN(NW)=735.69-15"RCP
IN(NE)=738.34-15"RCP
OUT(SE)=734.34
TOP=746.41
IN(NW)=734.89-18" RCP
IN(W)=734.79-18" RCP
OUT(E)=734.79-18" RCP
TOP=747.10
IN(SW=741.44-15" RCP
OUT(NE)=741.43-15" RCP
CONC. INLET
NO ACCESS
RIM=746.42
IN(W)=741.28-8" VCP
IN(SSW)=741.40-8" VCP
OUT(E)=741.28-8" VCP
RIM=744.75
IN(SW)=741.83-3" DIP
OUT(N)=741.80-8" VCP
RIM=745.82
OUT(ESE)=742.00-8" VCP
IN(NW)=742.26-8" DIP
RIM=751.87
IN(NW)=745.52-8" VCP
OUT(SE)=745.52-8" DIP
RIM=757.33
IN(N)=748.86-8" VCP
IN(NW)=749.18-8" VCP
OUT(SE)=748.76-8" VCP
60" RCP18" RCP15" RCP18" RCP18" RCP18" RCP
18" RCP
8" VCP
8" PV C
24" RCP15"
R
C
P
18" RCP
8" VCP
8" VCP
8" DIP3" DI
P8" VCP 8" VCP8" VCP
8" VCP15" RCP18" RCP
SIGNAL BOX
LP
LP
GUY WIRE
GUY WIRE
CURB
INLET
STORAGE
TANK
E.O.P.
CURB
E.O.P.
C&G
LP
FIRE
HYDRANT
FIRE
HYDRANT
E.O.P.
GUY
WIRE
PIPE CULVERT
RIP-RAP
E.O.P.
CURB
TRANSFORMER BOX
ELECTRIC
MH
POWER POLE
TREE
INLET
CURB
CURB
CURB
CURB
POWER POLE
SIDEWALK
SIGN
TREES
BUSHES
CURB
CONC
CURB
E.O.P.
BUSHES
POWER POLE
PIPE CULVERT
LP
TREES
MH
GUY
WIRE
POWER POLE
FIRE
HYDRANT
LP
E.O.P.
CAMERA POLE
LP
GUY
WIRE
GUY
WIRE
LP
FENCE
UTILITY
PEDESTAL
MH
POWER POLE
MH
UTILITY
PEDESTAL
BUILDING
CURB
MH
GUY WIRE
POST
SIGNAL
POLE
POWER POLE
TREES
CURB
POLE
POWER
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
24"CIP24"CIP12"CIP
8"CIP20"CIP20"CIP
GRECADE STREET(105" Nomial R/W per COG F-2751)
BATTLEGROUND AVENUE
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
EXIST R/W
EXIST R/W
DB 2201, PG 138
GPN 0006656
1027 BATTLEGROUND AVE.
CITY OF GREENSBORO
0034
DB 74, PG 65
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
DB 1713, PG 425
GPN 0006657
1049 R1 BATTLEGROUND AVE.
CITY OF GREENSBORO
0035
1031 BATTLEGROUND AVE.
GPN 0006655
DB 1091, PG 341 (TRACT 1)
CITY OF GREENSBORO
DB 2201, PG 138
GPN 0006656
1027 BATTLEGROUND AVE.
CITY OF GREENSBORO
0057
DB 817, PG 228
GPN 0006654
1000 GRECADE ST.
DUKE POWER COMPANY
0058
DB 1713, PG 433
GPN 0006653
1049 BATTLEGROUND AVE.
CITY OF GREENSBORO
0059
DB 2254, PG 652
GPN 0006676
1051 BATTLEGROUND AVE.
CITY OF GREENSBORO
0060
DB 4778, PG 166
GPN 0006675
1103 1107 BATTLEGROUND AVE.
WOOD PROPERTIES LIMITED PARTNERSHIP
0061
PB 16, PG 80
DB 4778, PG 171
GPN 0006670
1324 SEMINOLE DR.
A NORTH CAROLINA LIMITED PARTNERSHIP
WOOD PROPERTIES LIMITED PARTNERSHIP,
0036_B
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
WESTOVER TERRACE II, LLC,
0062
PB 73, PG 12
DB 7800, PG 2513
GPN 0006647
1201 BATTLEGROUND AVE.
DB 4778, PG 166
GPN 0006674
1324 SEMINOLE DR.
A NORTH CAROLINA LIMITED PARTNERSHIP
WOOD PROPERTIES LIMITED PARTNERSHIP,
0036_A
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
EXI
ST R/
W (APPROX)
GENCAR, LLC
0067
410 SPRING GARDEN ST.
GPN 0001688
DB 6869, PG 72
DS CHANEY PROPERTIES #4, LLC
412 BLANDWOOD AVE.
GPN 0001677
DB 5854, PG 2895
DS CHANEY PROPERTIES #3, LLC
436A SPRING GARDEN ST.
GPN 0001678
DB 5835, PG 1235
433 SPRING GARDEN, LLC
0066
a North Carolina limited liability company
437-441 SPRING GARDEN ST.
GPN 0001419
DB 7996, PG 1687
433 SPRING GARDEN, LLC
a North Carolina limited liability company
433 SPRING GARDEN ST.
GPN 0001430
DB 7996, PG 1687
FA CC SPRING GARDEN, LLC
a North Carolina limited liability company
431 SPRING GARDEN ST.
GPN 0001420
DB 8037, PG 1331
STEVEN D MAKINSON
AND WIFE
LINDA S MAKINSON
425 SPRING GARDEN ST.
GPN 0001421
DB 4872, PG 1899
JOSEPH H MCBANE
REVOCABLE LIVING TRUST
421 SPRING GARDEN ST.
GPN 0001422
DB 7642, PG 2350
S EDGEWORTH STBLANDWOOD AVES EUGENE CTSPRING GARDEN ST
(VARIABLE R/W PER COG G-DRAWING 252-A)
N
72° 08' 50"W
56.89'(45' NOMINAL R/W )N83° 24' 07"W
65.55'
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S10.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
S10
S10MATCHLINE -Y1- STA 14+30 (SEE SHEET S1)NAD 83S
SSMH
RIM=811.05
IN(NE)=803.90-8"VCP
IN(E)=803.87-8"VCP
IN(SSW)=803.95-8"VCP
IN(S)=805.92-8"VCP
OUT(W)=803.83-8"VCP
8"VCP8"VCP
8"VCP8"VCPSSMHRIM=806.43IN(SW)=797.09IN(SE)=796.94OUT(NE)=795.59
C.O.C.O.C.O.C.O.S EDGEWORTH STBLANDWOOD AVES EUGENE CTSPRING GARDEN ST
(VARIABLE R/W PER COG G-DRAWING 252-A)
N
72° 08' 50"W
56.89'(45' NOMINAL R/W )N83° 24' 07"W
65.55'
GENCAR, LLC
0067
410 SPRING GARDEN ST.
GPN 0001688
DB 6869, PG 72
DS CHANEY PROPERTIES #4, LLC
412 BLANDWOOD AVE.
GPN 0001677
DB 5854, PG 2895
DS CHANEY PROPERTIES #3, LLC
436A SPRING GARDEN ST.
GPN 0001678
DB 5835, PG 1235
433 SPRING GARDEN, LLC
0066
a North Carolina limited liability company
437-441 SPRING GARDEN ST.
GPN 0001419
DB 7996, PG 1687
433 SPRING GARDEN, LLC
a North Carolina limited liability company
433 SPRING GARDEN ST.
GPN 0001430
DB 7996, PG 1687
FA CC SPRING GARDEN, LLC
a North Carolina limited liability company
431 SPRING GARDEN ST.
GPN 0001420
DB 8037, PG 1331
STEVEN D MAKINSON
AND WIFE
LINDA S MAKINSON
425 SPRING GARDEN ST.
GPN 0001421
DB 4872, PG 1899
JOSEPH H MCBANE
REVOCABLE LIVING TRUST
421 SPRING GARDEN ST.
GPN 0001422
DB 7642, PG 2350
DB 5835, PG 1214
902 W. MARKET ST.
#1 LLC
PROPERTIES
D S CHANEY
CPB 2, PG 158
DB 3336, PG 359
GPN 0061540
904 W. MARKET ST,
DEVLOPMENT PROPERTIES
DB 6966, PG 2271
GPN 0003742
925 W. MARKET ST.
STANLEY PROPERTY MANAGEMENT, LLC
DB 3675, PG 541
GPN 0003759
841 W. MARKET ST.
GREENSBORO COLLEGE, INC.
DB 7437, PG 786
GPN 003937
830 W. MARKET ST.
APARTMENTS, LLC
SPARTAN HEIGHTS
DB 6438, PG 1784
GPN 0003743
903 W. MARKET ST.
JOHN D. BARTENFIELD
DB 3750, PG 86
GPN 0003760
843 W. MARKET ST.
PATRICIA C. WEST
and
CHARLES H. WEST, JR.
DB 7716, PG 591
GPN 0006540
1000 W. MARKET ST,
PROPERTIES
DALEN INVESTMENT
0064
DB 7896, PG 1254
GPN 0003933
900 W. MARKET ST.
PATRICIA C. WEST
WEST, JR. and
CHARLES H.
DB 3528, PG 2024
GPN 0006264
102 S. MENDENHALL ST.
GREENSBORO BOXWOOD ASSOCIATION, INC.
0065
DB 3675, PG 541
GPN 0003759
841 W. MARKET ST.
GREENSBORO COLLEGE, INC.
DB 7437, PG 786
GPN 003937
830 W. MARKET ST.
SPARTAN HEIGHTS APARTMENTS, LLC
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
780
785790795MENDENHALL ST.MENDENHALL ST.70' NOMINAL R/W50' NOMINAL R/W30' NOMINAL R/W12' ALLEYWILSON ST.EXIST R/W EXIST R/W
EXIST R/WEXIST R/W EXIST R/W
EXIST R/W
(SR 3841)
MARKET STREET W.EXIST R/WEXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
(SR 3841)
MARKET STREET W.
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Survey Sheets\DGP4_psh_S11.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
S11
CMK
CMK
JWM
HOZI: 1"=30'2015-003 SURVEY SHEETS
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAYNAD 83S11NAD 83MATCHLINE -Y4- 13+75 (SEE THIS SHEET)MATCHLINE -Y4- 13+75 (SEE THIS SHEET)S11MATCHLINE -Y4- 18+70 (SEE SHEET S3)MATCHLINE (SEE SHEET S4)
CURB STONE (TYP)
CURB STONE (TYP)
CONC SIDEWALK
CONC SIDEWALK FOW.V.
FIRE
HYDRANT
EXIST R/WEXIST R/W
EXIST R/W
DB 3675, PG 541
GPN 0003759
841 W. MARKET ST.
GREENSBORO COLLEGE, INC.
DB 7437, PG 786
GPN 003937
830 W. MARKET ST.
SPARTAN HEIGHTS APARTMENTS, LLC
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
EXIST R/W
EXIST R/W
(SR 3841)
MARKET STREET W.
PLPL
240012805.76SSMHDD
D
D
D
D D
D
D
DS
SD
DSS DS
SD SD
DD
D
D
D
D SSSS-101
SS-102
SS-103
SS-104
SS-105
SS-106
SS-107
D
DI-105
CI-153
DI-106DI-104DI-103DI-102DI-101

RR
RR
RR
IN(N)=794.84-15"RCP
OUT(SE)=794.70-18"RCP
IN(S)=779.53-48"RCP
IN(E)=781.64-24"RCP
OUT(N)=779.53-48"RCP
IN(SW)=779.41-15"RCP
IN(S)=778.12-48"RCP
OUT(NW)=777.62-48"RCP
IN(NW)=793.55-18" RCP OUT(SE)=792.32-18"RCPIN(SW)=782.31-15"RCP
OUT(N)=782.31-15"RCP
IN(S)=781.09-15"RCP
IN(SW)=781.21-15"RCP
OUT(NE)=780.36-15"RCP
IN(N)=798.44-18" RCP
CI
TOP=803.47
IN(NE)=798.55-18" RCP
OUT(S)=798.55-18" RCP
GRATE=833.95
OUT(SE)=831.60-15"RCP
GRATE=806.26
IN(SW)=802.12-36"RCP
OUT(N)=798.35-36"RCP
OUT(S)=782.69-18"HDPE
TOP=799.24
OUT(NW)=794.88-15"RCP
GRATE=785.84
IN(S)=782.60-15"RCP
OUT(N)=782.60-15"RCP
TOP=798.84
IN(E)=793.09-15" VCP
OUT(W)=792.89-15" VCP
GRATE=833.95
OUT(SE)=831.60-15"RCP
GRATE=837.21
IN(NW)=830.87-15"RCP
OUT(SE)=830.83-15"RCPIN(SW)=798.93-15"RCP
IN(S)=798.61-36"RCP
GRATE=802.93
OUT(W)=782.31-24"RCP
IN(E)=783.79-15"RCP
IN(N)=782.49-18"HDPE
CI
TOP=809.72
IN(NE)=805.34-15"RCP
OUT(S)=804.96-15"RCP
OUT(N)=782.15-12" VCP
SSMH
RIM=811.46
IN(NW)=802.27-6"VCP
OUT(S)=802.11-8"VCP
SSMH
RIM=792.25
IN(E)=784.95-8"VCP
IN(S)=785.65-8"VCP
IN(W)=783.73-8"VCP
OUT(N)=783.10-10"VCP
STMH
RIM=792.10
IN(NE)=786.14-18"HDPE
IN(E)=784.30-48"RCP
OUT(N)=782.49-48"RCP
8"VCP
8"VCP
8"VCP
8"VCP
8"VCP
8"VCP
6"VCP
8"VCP
12"VCP
8"VCP
8"VCP
12"VCP
36" R
CP
36" R
CP
15" RCP
36" RCP
36" RCP 36" RCP18" RCP
15" RCP 15" V
C
P36" RCP
18" RCP 48" RCP48" RCP
15" RCP
15" RCP48" RCP
48" RCP
48" RCP
18" HDPE
15" RCP15" RCP15" R
CP
15" RCP
1
8
" RC
P
15" RCP
18" RCP36" RCP42" RCP 15" RCP24" RCP
15" RCP36" RCP15" VCP18
" RCP
1
8
" RCP
RR12" VCP18" RCPOUT(SW)=792.73-18" RCP
OUT(S)=792.92-8" RCP
IN(N)=792.95-8" RCP
8"VCP S8"VCP
8"VCP
15" VCP8"VCP
1
5"
R
C
P
GROUND COORDINATES
BASED ON NAD 83(2011)
N= 844,454.7079 ft.
E=1,764,509.3089 ft.
EL=810.445 ft.(NAVD 1988)
8"VCP
24" RCP
BUILDING
BUILDING
BUILDING BUILDING
BUILDING
BUILDING
SIGN
T
T
T
T
H
H
12"CIP
12"CIP
8"CIP
12"CIP24"CIP(TS)
(TS)
(TS)
(TS)FOF
OFO
FO FOFO
FO
FO
EOI
DB 6401, PG 796 (TRACT 1)
GPN 0001669
500 SPRING GARDEN ST.
CHAPMAN/SPRING GARDEN, LLC
0001
PB 72, PG 69
DB 3175, PG 407
GPN 0066187
403 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
0002
PB 72, PG 135
DB 3253, PG 383
GPN 0001418
515 SPRING GARDEN ST.
STATE OF NORTH CAROLINA
A CORPORATION OF GUILFORD COUNTY AND
COLLEGE HILL TOWNHOUSES ASSOCIATION,
0001_A
DB 6410, PG 796 (TRACT 2)
GPN 0001668
418 S. SPRING ST.
CHAPMAN/SPRING GARDEN, LLC
0036
DB 6401, PG 257
GPN 0001667
410 S. SPRING ST.
ALICE H. AGAPION
0037
622 S. CEDAR ST.
GPN 0060197
DB 3175, PG 407; PB 72, PG 69
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
402 S. SPRING ST.
GPN 0001666
DB 7182, PG 2766
DAVID A. BROACH
and
J. ALLEN BROACH
CPB 2, P
G 62
PB 72, P
G 69
D
B 3175, P
G 407
GP
N 0060197
622 S. CE
D
AR ST.
P
ART
NERS
HIP
A N
O
RT
H C
AR
OLIN
A GE
NER
AL
C
OLLE
GE HILL DE
VEL
OP
ME
NT C
O
MP
A
N
Y
0003
HAS SENIOR RIGHTS)
(ALAN B. CARROLL PROPERTY
DEED OVERLAP
0036_A
GREENSBORO LAND & IMPROVEMENT CO.
DB 53, PG 550
S. CEDAR STREET
S. SPRING STREET
(50' Nominal R/
W per PB 72, PG 69)VARIABLE WIDTH R/W E= 1,763,914.2081 ft.
N= 844,545.4055 ft.
NAD 1983(2011) GROUND COORDINATES
W ALKER AVENUE
VARIABLE W IDTH R/W MI
LL RDFREEMANE
XIS
T
R/WRAILROAD R/W
RA
ILROAD
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
SPRING GARDEN ST ROAD RAMPFREEMAN MILL S EDGEWORTH STEXIST R/WEXIST R/W200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
(20' RADIUS)
RIGHT OF WAY EASEMENT
30'
AREA (TYP)
MAINTENANCE
GREENWAY
AREA (TYP)
MAINTENANCE
GREENWAY
30'
0104
0103
0101
0102
0105
SYSTEM
RETAIN EXIST
0106
0107
0108
0113
0114
0115
0116
0109
0112
0117
42" RCP-III
0119
SYSTEM
RETAIN EXIST
48" FES TO DRAIN
& GRADE NEW
36" PIPE & FES
REMOVE EXIST
0122
0120
0124
RETAIN EXIST COG DI
SHEET T7
SEE DETAIL 3
SPECIAL LATERAL 2' BASE DITCH
RETAINRETAIN
(STD NO 401)
PROP COG MH
RETAIN
RETAIN BLIND JB
GRADE TO DRAIN
GRATE 434)
(STD. NO. 435
PROPOSED COG DI
RETAIN EXIST CI
60" RCP-III
60" RCP-III
15" RCP-III
SYSTEM
RETAIN
RETAINTO EXIST STMH
EXIST 48" RCP
ABANDON
PLUG FILL AND
SHEET T7
SEE DETAIL 14
'V' DITCH
SPECIAL LATERAL
0123
66" RCP-III
& SYSTEM
RETAIN MH
(STD. NO. 840DO2)
PROPOSED NCDOT CB
(STD. NO. 840DO2)
PROPOSED NCDOT CB
54" RCP-III
NCDOT STD. NO. 840.31
W/ MANHOLE COVER
PROPOSED JB RETAINRETAIN 18" RCP
(STD. NO. 840.02)
PROPOSED NCDOT CB
0121
66" RCP-III66" RCP-III
RCP-
II
I66"RCP-III
66"
48" RCP-III
66" RCP-III
66" RCP-III
15" RCP-III
S5
S4
(SEE DETAIL SHEET T5)
6" PVC MEDIAN UNDERDRAIN
RETAIN
18" RCP-III
48" RCP-III
CI (STD. NO. 402/403)
PROPOSED COG
(STD. NO. 840.31)
EXIST MH W/ NCDOT JB W/ MH COVER
REMOVE AND REPLACE
24" RCP-IV
NCDOT STD. NO. 840.31
PROPOSED JB W/ MH COVER
NCDOT STD. NO. 840.31
PROPOSED JB W/ MH COVER
NCDOT STD. NO. 840.02
PROPOSED CB
W/ MH COVER (STD. NO. 840.34)
PROPOSED MH W/ NCDOT JB
6" PVC MEDIAN UNDERDRAIN
ABOVE SLAB
W/ COG MH 413
(STD. NO. 840.34)
NCDOT JB
REMOVE & REPLACE W/
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
(STD. NO. 840.26)
PROPOSED NCDOT 2GI
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_1.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
"F"
C1
NAD 83
MATCHLINE -G1- STA 18+00 (SEE SHEET C2)PAVEMENT MARKINGS. (APPLIES TO ALL SHEETS)
CABINET, CANTILEVERED FLASHING LIGHT, SIGNAL, AND
ELEMENTS INCLUDING RAILROAD TRACKS, SIGNAL
NOTE: CONTRACTOR TO REMOVE ALL RAILROAD
ADDITIONAL INFORMATION
SHEET INT1 FOR
SEE INTERSECTION DETAIL
PROFILE
SEE SHEET C1A FOR
MATCHLINE -Y1- STA 14+30 (SEE SHEET C10)CROSS PIPE PROFILES
SEE SHEET C15 FOR
-G1- STA 10+22 TO STA 18+00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY02010
0
01
021'-6" C&G1'-6" C&GTIE TO EXIST DOWNTOWN GREENWAY
G
R
E
E
N
WA
Y
E
XIS
T
D
O
WN
T
O
WN
TRAILHEAD
MOREHEAD C&G2'-
6"12'12'
12'12'-G1- POC Sta. 10+22.00
BEGIN CONSTRUCTION
CITY PROJECT P-05645-04
GREENWAY PHASE 4
BEGIN DOWNTOWN
3
3
3
3
5
4
4
6
6
3
12
2
1
0202
TYP0200
02 020100010
10201021
1
2
2
CURB6" x 18"PROP 8
8
8
8
1
1
7
7
9
VEGETATED RAILROAD TRACKS. SEE LANDSCAPE PLANS
1'-6" C&G1'-6" C&G
16.25'12'12'12'12'12'16'12'RETAIN EXIST CURB
3
3
10
10
10
-Y1- POC Sta. 10+14.00
BEGIN CONSTRUCTION
4'4 '12.5'12'12'CROSSWALK
BRICK PAVER
RETAIN EXIST
6
6
STD. NO. 848.03
(TIE TO EXIST)
PROP 18' DRIVEWAY
8
BEGIN MILLING & RESURFACING
7
7
4
TYPE 1A
TYPE 1
BEGIN MILLING & RESURFACING
-Y2- STA 11+31.68
BEGIN CONSTRUCTION
SHEET T6)
(SEE NCDOT STD DETAIL 1802.01
ROCK PLATING ON 1.5:1 SLOPES
GEOTECHNICAL BORING (TYP)
5
SEE DETAIL 4/L-504
72" ORNAMENTAL FENCE
CHAIN LINK FENCE WITH
REMOVE AND REPLACE
11'4'11'4 '4'
4'
11.75'15.511.25'13.25'11.75'
11.75'13.25'26.25'11.25'11.25'
11.25'4'4'-Y2- POT Sta. 10+00.00
-G1- Sta. 13+61.31=
-Y1- Sta. 11+11.60 -Y2--Y1--G1- POT Sta. 8+27.00
-G1- PC Sta. 8+63.80
-G1- PCC Sta. 10+06.05
-G1- PT Sta. 10+68.91
-G1- PC Sta. 12+21.17
-G1- PT Sta. 12+79.10
-G1- PC Sta. 13+10.43
-G1- PT Sta. 13+24.54
-G1- PRC Sta. 14+42.62
-G1- PC Sta. 14+08.39
-G1- PC Sta. 15+80.13
-G1- PCC Sta. 17+88.47
9+00
10+00
11+0012+0013+0014+0016+0017+0011+00
12+00 15+00Sta. 14+80.92
-G1- PT
-G1--Y1-
-Y1- POT Sta. 8+52.00
-Y1- PC Sta. 9+28.61
-Y1- PCC Sta. 10+17.29
10+00-Y1- PT Sta. 12+46.50
13+0014+00
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
82.58' LT
-G1- STA 12+13.37
DEP
UTILITY POLE 111
RETAIN
14.70' LT
-G1- STA 13+23.65
DEP
UTILITY POLE 114
RETAIN
52.44' LT
-G1- STA 17+23.39
DEP
UTILITY POLE 120
RETAIN
15.84' LT
-G1- STA 17+45.26
DEP
LIGHT POLE 121
RETAIN
58.84' LT
-G1- STA 17+75.19
DEP
UTILITY POLE 123
RETAIN
63.66' RT
-G1- STA 10+55.15
DEP
UTILITY POLE 105
RETAIN
28.25' RT
-G1- STA 10+67.90
COG
LIGHT POLE 107
RETAIN
111.50' RT
-G1- STA 10+83.69
COG
LIGHT POLE 108
RETAIN
159.98' RT
-G1- STA 10+94.83
DEP
UTILITY POLE 109
RETAIN
45.57' RT
-G1- STA 14+32.47
DEP
UTILITY POLE 118
RETAIN
62.40' RT
-G1- STA 12+05.82
COG
LIGHT POLE 112
RETAIN
81.95' LT
-G1- STA 12+07.04
COG
LIGHT POLE 110
RETAIN
58.51' RT
-G1- STA 13+96.65
NS CANTILEVER
RR POLE 115
REMOVE
6.69' RT
-G1- STA 14+12.79
NS SIGNAL
RRCS 116
REMOVE
24.64' RT
-G1- STA 9+01.01
DEP
UTILITY POLE 102
RETAIN
11.01' LT
-G1- STA 8+72.64
COG
LIGHT POLE 103
RETAIN
11.41' RT
-G1- STA 9+46.03
COG
LIGHT POLE 104
RETAIN
81.65' LT
-G1- STA 9+16.00
DEP
UTILITY POLE 106
RETAIN
47.63' RT
-G1- STA 8+78.11
DEP
UTILITY POLE 101
RETAIN
1.21' RT
-G1- STA 13+24.32
NS CANTILEVER
RR POLE 113
REMOVE
35.82' LT
-G1- STA 17+49.29
COG
LIGHT POLE 122
RETAIN
11.86' LT
-G1- STA 17+84.87
NS SIGNAL
RRCS 124
REMOVE
50.03' LT
-G1- STA 14+54.82
DEP
UTILITY POLE 117
RELOCATE
13.45' LT
-G1- STA 14+84.14
DEP
UTILITY POLE 119
RELOCATE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_1A.dgnDETAILED
12/17/2021C17
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
-G1- STA 10+22 TO 18+00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
ELEV = 802.66
-G1- STA 10+28.75
BEGIN GRADE
PI = 10+57.00
EL = 801.76'
PI = 12+08.00
EL = 799.12'
PI = 17+74.00
EL = 790.08'(-)3.1992%
(
-
)1
.7483%
(-)0.4457%
(-)1
.4378%
(+)0.4706%
ELEV = 788.00
-G1- STA 17+95
DITCH GRADE RT
END SPECIAL
(-
) 1
.62%
(-
) 2
.03%(+) 0.86%(-) 2.51%(-) 3.09%
(-) 1
.5%
ELEV = 798.31'
-G1- STA 13+10.43
TIE TO PROP CURB RAMP
END GRADE
SPRING GARDEN STELEV = 797.00
-G1- STA 14+15.54
TIE TO PROP CURB RAMP
BEGIN GRADE
PROPOSED GRADE
EXISTING GROUND
EXIST 12" VCP
EXIST 10" VCP
E
X
IST 8"
V
C
PINV 791.970
-G1- 13+57.43
CROSSING
8" VCP
(-
)3.8351%(-)6.8966
%(+)3.0440%(+)1.5000%
(
-
)3.5089%
PI = 13+00.00
EL = 798.71'
PI = 14+25.54
EL = 797.15'
PI = 15+25.00
EL = 793.66'
VC = 50'
VC = 50'
VC = 10'VC = 20'
VC = 40'
VC = 40'
0106
0108
0112
0105
0113
0114
0115
ELEV = 796.99
-G1- STA 13+17
DITCH GRADE LT
END SPECIAL
(-) 10.60%
794.15
791.85
@
2
.1%
6
0
" RCP
@ 2.9%60"
R
CP786.72
785.97 785.71
@ 0.8%
66" RCP
786.93
784.46
783.21
@ 1.1%
66" RCP
@ 1.0%
66" RCP
@
2.7%66" R
C
P
779.25
(-
) 1
.5%(791.29')NCDOT STD 840.31PROP JB W/MH COVER798.50
798.00
797.00
0104
OEPPROP0103
795.75
@ 2.2%48"
R
C
P@ 3.7%
48" RCP
794.65
SS-103
SSMH
SS-106
SS-107
ELEV = 797.72
-G1- STA 12+00
DITCH PI (LT)
ELEV = 796.50
-G1- STA 12+60
DITCH PI (LT)
(+) 0.74%
ELEV = 797.77
-G1- STA 13+17
DITCH GRADE RT
END SPECIAL
ELEV = 798.23
-G1- STA 12+25
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 799.75
-G1- STA 10+75
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 797.35
-G1- STA 12+60
DITCH PI (RT)
ELEV = 796.50
-G1- STA 14+30
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 794.38
-G1- STA 14+50
DITCH PI (RT)
ELEV = 792.06
-G1- STA 15+25
DITCH PI (RT)
TOP 792.87
TELE CONDUIT
EXIST 8"
0123
788.80(797.15')STD 840.26PROP NCDOT 2GI(804.40')
STD 840.31
COVER NCDOT
PROP JB W/ MH (802.11')STD 840.26PROP NCDOT 2GI(796.45')STD 840D02PROP NCDOT CB(798.03')STD 840D02PROP NCDOT CB@ 2.4%
66" RCP
0117
@ 0.5%
66" RCP (792.71')STD 840.26PROP NCDOT 2GI(788.00')STD 840.26PROP NCDOT 2GITOP 789.66
TELE CONDUIT
EXIST
(804.75')
STD 840.31
COVER NCDOT
PROP JB W/ MH (798.11')W/MH COVER STD 840.31EXISTING MH W/ NCDOT JB REMOVE AND REPLACE"F"
10 11 12 13 14 15 16 17 18
790
794
798
802
806
-G1-
786
782
C1A
778778
790
794
798
802
806
786
782
18"WVRRPLPLPLPLPLD
D
D
D
D
D
D
D
S
SD
S
D
SS-108
SS-109
SS-110
SS-111
S

RR
12"VCP
8"VCP1
2"VCP12"VCP
6"VCP
8"VCP8"DI
P
48" RCP
24" VCP
12" RCP
18" RCP18" RCP18" RCP18" VCP
48" VCP
15" CMP30" VCP30" VCP15" RCP
15" RCP
15" VCP8" VCP15" RCP
15" RCP24" RCP4" RCP12"VCP
18" RCP 18" RCP8"DIP
NOT FOUND
BUILDING
BUILDING HHGTS4"CIP6"CIP12"CIP
12"UNK24"CIP
12"CIPEOI
(TS)
(TS)
(TS)
(TS)
END
FOFOFO
TH#8
TH#9
TH#9A
TH#10
TH#11
TH#12
TH#13
TH#15
TH#14
EOI
EOI EOI PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
THE GREENSBORO CITY
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
CPB 2, PG 62
PB 72, PG 69
DB 3175, PG 407
GPN 0060197
622 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY
0003
DB 5382, PG 1697
GPN 0001663
709 W. MCGEE ST.
ALAN B. CARROLL
0038McGEE STRAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
RAILROAD R/W
EXIST R/W
100' RAILWAY RIGHT OF WAY
RAILROAD R/W
RAILROAD R/W
per PB 72, PG 69)
(50' Nominal R/W
S. CEDAR STper PB 72,
PG 69 )(50'
Nomi
nal
R/W STREETW.
McGEERIGHT OF WAY EASEMENT (20' RADIUS)
RAILWAY COMPANY)
(per Station Map-ATLANTIC & YADKIN
TRESTLE
200' RAILWAY RIGHT OF W AY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
NORFOLK SOUTHERN CORPORATION
SS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
EASEMENT (TYP)
TEMP CONSTRUCTION
30'
AREA (TYP)
MAINTENANCE
GREENWAY
0204
0205
0202
0209
0210
0203
0207
0206
RETAIN
SYSTEM
RETAIN EXIST
RETAIN
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
RETAIN EXIST CI
SHEET T7
SEE DETAIL 8
EST 45 SY GFD
EST 80 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
SHEET T7
SEE DETAIL 9
EST 60 SY GFD
EST 80 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
REMOVE EXIST CI
PROPOSED COG CI (STD. NO. 402)
0211
0212
EST 30 SY GFD
EST 25 TONS
RIP RAP PAD IN CHANNEL
W/ COUNTERSUNK
OUTLET PROTECTION
CLASS II RIP RAP
0216
15" RCP-III
30" RCP-III
COLLAR & EXTEND 18" RCP TO PROP MH
0214
0217
0201
RETAIN EXIST CI
18" RCP. CONTRACTOR TO FIELD VERIFY PIPE LOCATION
PROPOSED COG MH (STD. NO. 400). TIE INTO EXIST
72"
NOTE 10
SEE
0213
8 LF AT 1% SLOPE
COLLAR AND EXTEND 15" CMP
SEE DETAIL 3 SHEET T7
SPECIAL LATERAL BASE DITCH
REMOVE EXIST FALSE SUMP
SHEET T7
SEE DETAIL 4
EST 10 SY
EST 10 TONS
EMBANKMENT PROTECTION
CLASS II RIP RAP
(STD. NO. 402)
PROPOSED COG CI0215
72" RCP-III
72" RCP-III
RCP-III
24" RCP-III
24" RCP-III
72" RCP-III
24" RCP-III
GREENWAY ACCESS
FOR FUTURE
15" RCP-III
54"
RCP-III 0218
RETAIN 18" VCP RETAIN 18"
24" RCP-III
SEE DETAIL, SHEET T9
SPECIAL OVERSIZED CB
SEE DETAIL, SHEET T9
SPECIAL OVERSIZED CB
SEE DETAIL, SHEET T9
SPECIAL OVERSIZED CB RETAINCLASS II RIP RAP
EMBANKMENT PROTECTION
EST 10 TONS
EST 10 SY
SEE DETAIL 4
SHEET T7
SEE SHEET ST-48
HEADWALL
72" RCP-III
SEE TABLE, SHEET T10
SPECIAL OVERSIZED JB W/MH COVER
RETAINJOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_2.dgnDETAILED
12/17/2021C17
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTTIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH8
9
EXIST GRANITE CURB
REMOVE AND RESET
10
STD. NO. 840.31
PROPOSED NCDOT JB W/MH COVER
DECORATIVE CROSSWALK
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PROFESSION
ALE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
PI = 18+08.00
EL = 790.24'
PI = 23+46.00
EL = 778.46'
PI = 24+90.00
EL = 776.69'(-)2
.2
7
7
0%
(-)1.2292%
(+)0.5000%
ELEV = 782.33
-G1- STA 21+25
DITCH GRADE RT
BEGIN SPECIAL (-) 2.75%
(-) 0.81%
ELEV = 777.11
-G1- STA 23+15
DITCH GRADE RT
END SPECIAL
ELEV = 789.04
-G1- STA 18+85.35
TIE TO PROP CURB RAMP
END GRADE MCGEE STELEV = 786.95
-G1- STA 20+06.09
TIE TO PROP CURB RAMP
BEGIN GRADE
PROPOSED GRADE
EXISTING GROUND
EXIST
12"
VCP
EXIST
12" VCP
(-
)4.0000%(-)0.6389%
(-
)3.9830%(-)2
.2
7
7
0%
PI = 18+29.00
EL = 789.40'
PI = 19+96.02
EL = 787.35'
PI = 20+50.00
EL = 785.20'
VC = 20'
VC = 20'
VC = 70'
VC = 40'
VC = 60'
0204 0202 0203 CULVERT HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
AT DATE OF SURVEY
W.S. ELEVATION
= 458 CFS
= 504 CFS
= 10 YRS
= 25 YRS
= 776.4 FT
= 776.8 FT
= 517.7 CFS
= >25 YRS
= 777.0 FT
= 09/28/2015
= 769.7 FT
0.9
777.64
777.64
0.9
NA
NA
NA
BASE DISCHARGE
FT
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
BASE FREQUENCY
DESIGN HW ELEVATION
DESIGN DISCHARGE
DESIGN FREQUENCY
=
=
=
=
=
=
YRS
CFS
FT
YRS
CFS
=
=
=
FT
YRS
CFS
10
PIPE HYDRAULIC DATA
25
(BURIED 1')
W/ 2' CONC SILL
12' X 7' RCBC
PROPOSED
2' CONC SILL0211
776.90
@ 1.0%
72" RCP
@ 0.8%
72" RCP
@ 1.2%
72" RCP
775.87
OEP INTO HW775.58
@ 1.0%
72" RCP
SS-108
SS-110
INV 772.61
-G1- 23+98.34
CROSSING
8" VCP
FUTURE 15" RCP-IV
STA. 23+25 -G1-
ELEV = 773.07
-G1- STA 24+30
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 773.50
-G1- STA 24+14
DITCH GRADE RT
END SPECIAL
ELEV = 775.78
-G1- STA 23+50
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 775.81
-G1- STA 25+50
DITCH PI (LT)
TOP 782.04
EXIST 24" CIP
TOP 784.20
EXIST 4" CIP
TOP 785.86
RR CONDUIT
EXIST 4.25"
TOP 783.53
UNKNOWN PIPE
EXIST 4.75"
INV 785.50
-G1- 19+33.59
CROSSING
8" VCP
INV 778.57
-G1- 19+68.93
CROSSING
12" VCP
777.47
0201
(789.05')840D02CB STDPROP NCDOT (788.33')840D02CB STDPROP NCDOT (788.06')
STD 840D02
PROP NCDOT CB
@ 1.0%
72" RCP
777.10 (786.75')FOR 72" RCPOVERSIZED PROP SPECIAL JBTOP 783.13
EXIST 6" CIP
INV 779.29
-G1- 18+71.71
CROSSING
12" VCP
ELEV = 768.50'
-G1- STA 24+25
CL RCBC
(-) 2.19%
(
-
) 3.56%
2' CONC SILL IN HALF BARREL)
1 @ 12' W x 7' H RCBC (BURIED 1' WITH
STA. 24+25 -G1-
OPENING AREA = 54 SF
ELEV = 775.97
LOW CHORD
EXIST TRESTLE
"F"
C2
24 25181920212223
NAD 83
MATCHLINE -G1- STA 26+00 (SEE SHEET C3)MATCHLI
NE
-G1-
STA 18+00
(SEE SHEET C1)
26
774
778
782
786
790
-G1-
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
770
774
778
782
786
790
770
766766
ADDITIONAL INFORMATION
SHEET INT2 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C15 FOR
-G1- STA 18+00 TO STA 26+00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY0201000102C&G
2'-6"
C&G
2
'-6"12'12'12'TYP02TYP027
7
7
5
6
6
7
7
7
TYP021 2
2
9 1
2
ABANDONED CHANNEL.
STREAM CHANNEL. BACKFILL
REMOVE EXIST TRESTLE AND REGRADE
3
PROP 6" X 18" CURB
6
3
3
1
1
PROP 48" BLACK ORNAMENTAL FENCE (SEE DETAIL 4/L-504)
8
8
STREAM REPAIR
CULVERT OR MAKE
WORK TO INSTALL
BE USED FOR IMMEDIATE
REPAIR AND SHALL ONLY
INSTALLATION OR STREAM
SHOWN ARE FOR CULVERT
LIMITS OF DISTURBANCE
AND GRADE OVER WALL.
REMOVE TOP 1' OF EXISTING RETAINING WALL
9
9 5
1
END MILLING & RESURFACING
BEGIN MILLING & RESURFACING
-Y3- POC Sta. 11+88.35
END CONSTRUCTION
-Y3- POC Sta. 10+88.00
BEGIN CONSTRUCTION
6
GEOTECHNICAL BORING (TYP)
BAR CROSSWALKS
THE 8" PARALLEL
TREATMENT WITHIN
FUTURE ARTISTIC
SEE DETAIL 4/L-504
PROP 48" BLACK ORNAMENTAL FENCE
(SEE SHEETS ST-22 THRU ST-25)
WINGWALLS
W/ HEADWALL AND
HALF OF CULVERT (BURIED 1')
W/ 2' CONC SILL IN SOUTH
PROP 1 @ 12'x7' RCBC
4
-Y3- POT Sta. 10+00.00
-Y3- POT Sta. 12+40.00
-Y3- PT Sta. 11+79.97
-Y3- PC Sta. 11+58.70
-G1- PI Sta. 19+51.32
-Y2- POT Sta. 12+80.00
-Y3- POT Sta. 11+51.35 =
-Y3- POC Sta. 11+68.69
-G1- POT Sta. 19+29.30 =-Y3--Y3--G1- PT Sta. 18+25.87
-G1- PC Sta. 18+76.99
-G1- PRC Sta. 18+88.09
-G1- PT Sta. 18+99.19
-G1- PC Sta. 19+90.92
-G1- PCC Sta. 20+13.77
-G1- PT Sta. 22+18.99 -G1- PC Sta. 25+96.62
19+0012+0020
+00 21+0022+0023+0012+00
11+00 24+0025+00-G1-
-Y2-
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218 219
220
221
222
68.35' LT
-G1- STA 20+37.94
DEP
UTILITY POLE 215
RETAIN
38.58' RT
-G1- STA 21+66.21
DEP
UTILITY POLE 216
RETAIN
52.51' RT
-G1- STA 23+36.64
DEP
UTILITY POLE 217
RETAIN
52.66' RT
-G1- STA 23+39.05
DEP
UTILITY POLE 218
RETAIN
35.87' LT
-G1- STA 18+30.17
DEP
UTILITY POLE 201
RETAIN
36.39' LT
-G1- STA 18+33.75
DEP
UTILITY POLE 202
RETAIN
65.23' LT
-G1- STA 20+08.73
DEP
UTILITY POLE 207
RETAIN
58.50' LT
-G1- STA 20+11.65
DEP
UTILITY POLE 209
RETAIN
61.58' RT
-G1- STA 24+62.98
DEP
UTILITY POLE 219
RETAIN
9.50' RT
-G1- STA 19+83.79
DEP
UTILITY POLE 211
RETAIN
56.91' RT
-G1- STA 25+03.39
DEP
LIGHT POLE 221
RETAIN
29.99' RT
-G1- STA 19+45.26
DEP
UTILITY POLE 212
RETAIN
70.90' RT
-G1- STA 25+71.57
DEP
UTILITY POLE 222
RETAIN
3.13' RT
-G1- STA 19+04.80
COG
LIGHT POLE 205
RELOCATE
17.91' RT
-G1- STA 19+51.32
DEP
LIGHT POLE 214
RETAIN
52.55' LT
-G1- STA 20+07.71
CITY
LIGHT POLE 208
RETAIN
43.99' LT
-G1- STA 24+85.66
DEP
LIGHT POLE 220
RETAIN
51.41' LT
-G1- STA 19+96.95
NS SIGNAL
RRCS 206
REMOVE
6.36' LT
-G1- STA 19+86.66
NS SIGNAL
RRCS 210
REMOVE
7.29' RT
-G1- STA 18+91.51
DEP
UTILITY POLE 203
RETAIN
10.41' RT
-G1- STA 19+01.04
DEP
UTILITY POLE 204
RETAIN
38.14' RT
-G1- STA 19+45.77
OWNER:
UTILITY POLE 213

7
8
0785
780
VERTICAL SEPARATION = 4.18'
CULVERT INV ELEV - 768.70'
8" DIP INV ELEV = 772.88'
HORIZONTAL SEPARATION = 1.13'
8" DIP AND CULVERT WING
NO CONFLICT BETWEEN EXIST FENCE
REMOVE
SEE DETAIL 4/L-504
72" ORNAMENTAL FENCE
CHAIN LINK FENCE WITH
REMOVE AND REPLACE
(TYP)
REMOVE POSTS
REMOVE POSTS (TYP)
RRRRWVPLPLPLPLPLPLD
D
D
D
D
D
S
S
S
S

8"DIP8"DIP15"VCP
15"VCP
6"VCP4" CPP4" CPP12" RCP 12" VCP
15" RCP15" RCP12" RCP 12" RCP18" VCP18" CIP4
"
P
VC15" RCP
1
2
" RC
P
S
SCPP4"6
" DI
P 4" DIPMAIN = 761.3'
10"VCP 4"VCP4"V
CP1
2
"D
IP
FOFOFOFOFOS
INV(NW)=765.51'-15"RCP
INV(S)=765.53'-12"DIP
INV(E)=768.70'-12"PVC
INV(NE)=766.20'-6"PVC
TOP=779.90'
SSMH
S
S
THH EOI8"CIP8"CIP(TS)(TS)(TS)FOFOFOFOFOFO(3)INNERDUCT6
"6"6"CIP
6"C
IPEO
IEO
IEOI
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
GUILFORD COUNTY 617 W. MARKET ST.
GPN 0001497
DB 3841, PG 1518
BOARD OF EDUCATION
GUILFORD COUNTY
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
CONTEMPORARY LANDSCAPES INC.
DB 3120, PG 2
GPN 0003942
700 W MARKET ST.
0040C
D.B. 6708, PG. 159313.50' ALLEY PERPB 199, PG 17
DB 8096, PG 2676
GCPN 0003945
708 W MARKET ST.
and wife SYLVIA ALEXIOU
ODIS ALECK ALEXIOU
0040E
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD
R
/W
RAILROAD R/W EXIST R/WEXIST R/WEXIST R/WEXIST R/WS
.
C
E
D
A
R

S
T
RAILROAD R/W
EX
IS
T
R
/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
100' RAILWAY RIGHT OF WAY
VARIABLE WIDTH R/W (SR 3841)W.MARKET STREETS
04° 10' 06"W49.84'
S
0
2
° 3
1' 1
1"W
9
0.1
2'99.88'N85° 32' 11"WS85° 32' 11"E42.33'57.56'S85° 32' 11"EN
0
4
° 0
9' 3
3
"E
9
0.1
5'
N
0
4
° 04' 1
3
"E
8
2.3
0'
N
0
4
° 04' 13"E
1
3.5
2'60.14'N85° 36' 41"W42.19'N85° 36' 41"WSS EASEMENT
SS EASE
MENT
SS EASEMENT
EASEMENT (TYP)
TEMP CONSTRUCTION
30'
AREA (TYP)
MAINTENANCE
GREENWAY
0311
0310
0301
0309
0306
0305
0308
CI
SYSTEM
RETAIN EXIST
RCBC
RETAIN EXIST
EXIST CURB
RETAIN
0316
0314
0313
0312
0317
0318
0319
0321
0320
0315
CI (STD. NO. 402)
PROPOSED COG 0303
(STD. NO. 400)
PROPOSED COG MH
0304 CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
DI (STD. NO. 435)
PROPOSED COG
(STD. NO. 400)
PROPOSED COG MH
0322
PROP 6" X 18" CURB
REMOVE 12" RCP AND CI
GRATE 434)
(STD. NO. 435
PROPOSED COG DI
GRATE 434)
(STD. NO. 435
PROPOSED COG DI
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
15" RCP-III
24" RCP-III
15" RCP-III
18" RCP-III
STRUCTURES WHEN APPLICABLE)
DRAINS TO PROPOSED DRAINAGE
OF PEDESTRIAN WALKWAYS (TIE
ENHANCEMENT AREA NO.1 OUTSIDE
WALL UNDERDRAIN SYSTEMS IN
CONTRACTOR TO OUTLET RETAINING
(STD. NO. 400)
PROPOSED COG MH
0302
DRAINAGE STRUCTURE
DRAIN TIE TO PROPOSED
4" OUTLET PIPE FOR SHOULDER
EST 10 SY GFD
EST 4 TONS
EMBANKMENT PROTECTION
INTO CLASS I RIP RAP AS
OUTSIDE OF EXISTING HEADWALL
OPEN END PIPE OUTLET
SEE DETAIL 4 SHEET T7
EST 40 SY GFD
EST 35 TONS
CLASS I RIP-RAP
EMBANKMENT PROTECTION
FLARED END SECTION W/
DRAIN
SHOULDER
4" PIPE
RETAIN EXIST CURB
18" RCP-III
15" RCP-III
15" RCP-III
18" RCP-III
15" RCP-III
18" RCP-III
24" RCP-III
15" RCP-III
24" RCP-III 24" RCP-III
18" RCP-III
15" RCP-III
15" RCP-III
W/ELBOWS
18" HDPE
15" RCP-III
NCDOT STD. NO. 840.31
PROPOSED JB W/ MH COVER
15" HDPE W/ELBOWS
RETAIN EXIST. SYSTEMRETAINDRAIN
SHOULDER
4" PIPE
O
O
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_3.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021C17ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
PI = 26+10.00
EL = 777.29'
PI = 27+00.00
EL = 776.07'
PI = 29+00.00
EL = 775.47'
PI = 31+25.00
EL = 773.93'(-)1
.3556%
(-)0.3000%
(-)0.6844%(+)0.6557%
(+)1.2571%
(+) 1.21%
ELEV = 775.00
-G1- STA 26+50
DITCH GRADE LT
END SPECIAL
PROPOSED GRADE
EXISTING GROUND
VC = 60'VC = 40'VC = 30'
VC = 50'
ELEV = 775.28
-G1- STA 32+90.75
CURB RAMP
TIE TO PROP
END GRADE0316
0314
0302
0303
0304
(-) 1.04%
772.05 @ 1.0%
15" RCP
769.62 @ 1.1%
15" RCP
767.72
766.50(774.80')STD 435PROP COG DI(775.49')STD 400PROP COG MH(774.97')STD 402PROP COG CI(775.61')STD 402PROP COG CI(775.92')STD. 400PROP COG MH(775.92')STD 400PROP COG MH0315
@ 1.0%
15" RCP
771.02
SS-112
SS-113
ELEV = 772.48
-G1- STA 30+50
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 771.70
-G1- STA 31+25
DITCH PI (LT)
ELEV = 773.70
-G1- STA 32+90
DITCH GRADE LT
END SPECIAL
(-) 0.81%
TOP 770.53
TELE CONDUIT
EXIST 20"
TOP 770.24
TELE CONDUIT
EXIST 12"
766.36
@ 0.5%
18" RCP
@ 0.9%
18" RCP
PROPOSED GRADE
GROUND
EXISTING(-)2
.48
48%
PI = 35+44.00
EL = 774.66'
(-
)4.2000%PI = 35+74.00
EL = 773.40'
VC = 40'
ELEV = 775.07
-G2- STA 35+27.50
CURB RAMP
TIE TO PROP
BEGIN GRADE
VC = 20'
0305
766.90(774.42')STD 435PROP COG DIELEV = 773.50
-G2- STA 35+35
DITCH GRADE LT
BEGIN SPECIAL(-) 1
.98%
"F"
27 28 29 30 31 32
NAD
83
36MATCHLINE -G1- STA 26+00 (SEE SHEET C2)MATCHLINE -G2- STA 36+00 (SEE SHEET C4)26 33
C3
766
770
774
778
782
786
766
770
774
778
782
-G1--G2-
33+23/34+97(S
E
E

S
H
E
E
T

C
11)-Y
4-
S
T
A
18+70M
A
T
C
H
L
IN
E
ADDITIONAL INFORMATION
SHEET INT3 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C16 FOR
10 PROPOSED SIGNAL MAST ARM
11
SIGNAL HEAD
PROPSED PEDESTRIAN
TOP 772.14
EXIST 6.5" CIP
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
DB 5750, PG 2275
GPN 0003945
708 W MARKET ST
ODIS ALECK ALEXIOU
0040C
DB 5750, PG 2275
GPN 0003945
708 W MARKET ST
ODIS ALECK ALEXIOU
0040B
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
-G1- STA 26+00.00 TO -G2- STA 36+00.00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY02TYP
12'12'1
2'TYP02WALLS
RETAINING
(SEE SIGNAL PLANS)
SIGNAL MODIFICATION
WARNING SURFACE
PROP DETECTABLE
7
7
7
7
3
3
3
6
6
4
5
1 2
02
1
TYPE
PHASE 2
AREA NO. 1
ENHANCEMENT
PHASE 3
AREA NO. 1
ENHANCEMENT
SEE LANDSCAPE PLANS
VEGETATED RAILROAD TRACKS
PROP
48" BLACK
ORNAMENTAL
FENCE
(SEE
DETA
IL
4
/L
-504
)
1
TYPE
1
1
WALLS
RETAINING
(SEE LANDSCAPE PLANS)
ENHANCEMENT AREA NO. 1 3
7
7
PHASE 1
ENHANCEMENT AREA NO. 1
E
X
IS
TEXIST EXIST8
8
PROP 6" x 18" CURB
PROP SAW CUT LIMIT
2
2
2
2
2
2
2
2
TYPE 2A
TYPE 2A
CABINET
PROP SIGNAL
10
8
1
8
STD. NO. 848.03
(TIE TO EXIST)
24' CONC DRIVEWAY
-Y4- POC Sta. 22+69.00
END CONSTRUCTION
END MILLING & RESURFACING
7
GEOTECHNICAL BORING (TYP)CURBPROP 6"x18"2A
TYPE2A
TYPE
FENCE
REMOVE
STD. NO. 848.03
(TIE TO EXIST)
PROP 28' DRIVEWAY
(1 1/2" DEPTH)
MILL & RESURFACE
18+90.00 LT
18+83.05 TO
-Y4- STA
GRANITE CURB
REMOVE & RESET 10'10'6'4'12'10'11'6'6'-Y4- PT Sta. 21+24.90
Sta. 35+36.25
-G2- PC
-Y4- POT Sta. 19+50.15
-G2- POT Sta. 34+97.00 =
-G1- POT Sta. 33+23.00 =
-G1- PT Sta. 32+90.75
-G1- PC Sta. 32+09.46
-G1- PRC Sta. 32+58.65
-G2- PT Sta. 35+94.4827+0028+0029+0030+0031+0032+0033+0022+0021+0020+0019+00-Y4-35+00-G1- PT Sta. 28+83.97
Sta. 35+63.72
-G2- PRC
-Y4- PC Sta. 22+38.54
-Y4- PC Sta. 20+66.02
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
39.39' LT
-G1- STA 26+66.73
DEP
LIGHT POLE 301
RETAIN
42.11' LT
-G1- STA 28+46.69
DEP
LIGHT POLE 302
RETAIN
212.82' RT
-G1- STA 32+05.74
DEP
UTILITY POLE 304
RETAIN
55.10' LT
-G1- STA 32+99.94
DEP
UTILITY POLE 310
RETAIN
194.84' RT
-G1- STA 32+16.05
DEP
UTILITY POLE 305
RETAIN
28.41' LT
-Y4- STA 21+27.31
DEP
UTILITY POLE 311
RETAIN
130.41' RT
-G1- STA 32+24.91
DEP
UTILITY POLE 306
RETAIN
37.03' LT
-Y4- STA 21+30.94
DEP
UTILITY POLE 312
RETAIN
54.66' LT
-Y4- STA 21+30.32
DEP
LIGHT POLE 313
RETAIN
36.49' RT
-G1- STA 32+96.06
DEP
UTILITY POLE 308
RETAIN
23.71' LT
-Y4- STA 18+81.57
COG
LIGHT POLE 315
RETAIN
36.52' LT
-Y4- STA 19+24.69
NS
RR POLE 316
REMOVE
16.95' LT
-G1- STA 32+89.37
NS
RR POLE 309
REMOVE
7.32' LT
-G1- STA 32+57.30
DEP
UTILITY POLE 307
REMOVE
44.17' LT
-G1- STA 30+15.68
DEP
LIGHT POLE 303
RELOCATE
31.18' LT
-Y4- STA 19+77.05
DEP
UTILITY POLE 314
RELOCATE
317
318
319
28.02' LT
-Y4- STA 22+46.36
DEP
UTILITY POLE 318
RETAIN
34.21' LT
-Y4- STA 22+31.02
DEP
UTILITY POLE 319
RELOCATE
27.23' RT
-Y4- STA 22+39.11
DEP
UTILITY POLE 317
RETAIN
BUILDING
BUILDING
BUILDING
POST
CURB
POLE
UTILITY
POLE
UTILITY
POLEREPLACE WATER VALVES
ADJUST MANHOLE
ADJUST MANHOLES
FENCE
REMOVE
CMU BLOCKS (TYP)
MSE WALL WITH
PL2092764.88SSMH2403764.33BEGIN BOX CULVERT 9'- INV 9.25S
S
D
S S
S
SS-117 SS-118 SS-119 SS-120
SS-122 SS-123
MH-115
DI-110
SS-121

TREE
DECIDUOUS
DEAD
IN(E)=757.43-8" DIP
OUT(N)=755.77-15" DIP
RIM=768.61
IN(S)=760.20-8" VCP
IN(NE)=763.56-8" DIP
OUT(W)=760.18-8" DIP
RIM=764.04
IN(S)=754.65-15" DIP
IN(W)=755.34-8" DIP
OUT(N)=764.59-15" DIP
RIM=764.88
IN(S)=756.51-8" VCP
OUT(E)=756.38-8" VCP
IN(W)=764.94-12" DIP
OUT(NE)=765.05-12" DIP
RIM=764.28
IN(S)=755.86-15" DIP
RIM=767.62
IN(S)=757.76-15" VCP
OUT(W)=757.20-15" VCP
RIM=767.70
IN(E)=757.31-15" VCP
IN(S)=760.54-6" PVC
IN(W)=759.73-12" DIP
OUT(N)=757.31-VCP
15"VCP 15"VCP15"VCP12"DIP8"VCP
8"V
CP
15"DIP15"DIP 8"DIP8
"D
IP
15"DIP
24" RCP18" VCP8"VCP8"DIP18" VCPRETAINING
WALL 300132
785.49
wall
300133
785.52
wall
300134
785.63
wall
300135
779.16
wall
300136
779.70wall
6"VCP6" PVCLATERAL TO BUILDING
6
"
P
VCUNKNOWN END OF PIPE
SS-156
RIM=772.69
IN(SW)=769.69-6" PVC
IN(E)=768.76-6" PVC
OUT(NE)=769.50-6" VCP12"DIPRIM=781.46FRIENDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND
S
S 12"DIP6" CIP18" RCP12" RCP15"TCTOP=773.92'
SSMH
NOT FOUND
S
S
SS C/O
TOP=766.12 6"CIPTH#25
TOP ELEV.=764.21'
TOP DEPTH=3.18'
6.5"O.D. CAST IRON WATER
HUB SET=767.39'
TH#25
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
DB 825, PG 292
GPN 0003925
706 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0042
0043
211 A N. CEDAR ST.
GPN 0003921
DB 7851, PG 1573
DB 5445, PG 1249 (TRACT 2)
GPN 0003916
409 GUILFORD AVE.
TADD W. MEYN (UNMARRIED)
0044
DB 6623, PG 1362
GPN 0003915
417 GUILFORD AVE.
SANDRA W. GILLESPIE
AND WIFE
JOSEPH E. GILLESPIE, III
0046
DB 6494, PG 274
DB 6920, PG 1018
GPN 0003914
501 GUILFORD AVE.
A NORTH CAROLINA CORPORATION
MICHAEL W. HALEY FOUNDATION, INC.,
0007
DB 5445, PG 1249 (TRACT 1)
GPN 0003920
217 YY N. CEDAR ST.
TADD W. MEYN (UNMARRIED)
0045
DB 823, PG 258
GPN 0003923
772 W. FRIENDLY AVE.
GREENSBORO
THE CITY OF
0006
BASIL N.T. AGAPION, SUBJECT TO THE LIFE
ESTATE OF BASIL (BILL) AGAPION AND SUBJECT
TO THE LIFE ESTATE OF SOPHIA S. AGAPION
DB 3729, PG 1609
GPN 0003940
115 N. CEDAR ST.
BOARD OF ALCOHOLIC CONTROL
THE CITY OF GREENSBORO
0041A
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
130' RAILWAY RIGHT OF WAY EXIST R/WEXIST R/WEXIST R/WEXIST R/WAVEW. FRIENDLYTHEATER
GREENSBOROAVEW. FRIENDLY60' Nominal R/W RAILROAD R/WRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
NORFOLK SOUTHERN CORPORATION
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
75' RAILWAY RIGHT OF WAY
60' NOMINAL R/W N
04° 0
4' 13"E49.77'
SS EASEMENT SS EASEMENTSS EASEMENT
SS EASEMENT
EASEMENT (TYP)
TEMPORARY CONSTRUCTION
30'
AREA (TYP)
MAINTENANCE
GREENWAY
EASEMENT
PERMANENT SIDEWALK
EASEMENT
(TYP)
TEMPORARY
CONSTRUCTION
0401
0402
0403
0404
0405
2GI
MH
0501
DRAIN
GRADE TO
0406
0408
0407
R
E
T
A
IN
GRADE TO DRAIN
GRADE TO DRAIN
MH (STD. NO 400)
PROPOSED COG MH (STD. NO 400)
PROPOSED COG
SHEET T7
DETAIL 6
SPECIAL BERM DITCH
SHEET T7
SEE DETAIL 11
EST 30 SY GFD
EST 40 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
ABOVE)
(SEE NOTE
OUTLET
ROOF DRAIN
18" RCP
1
8" R
C
P
SEE DETAIL 2 SHEET T7
135 SY GFD
60 TONS CLASS 'B' RIP RAP
TOE PROTECTION
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
TIE INTO EXIST 18" VCP
(STD. NO 400)
PROPOSED COG MH
SYSTEM
EXIST
RETAIN
GRADE TO DRAIN
15" RCP-III
15" RCP-III
15" RCP-III
18"
RCP-III
W/ ELBOWS
15" HDPE
SEE DETAIL 2 SHEET T7
60 SY GFD
25 TONS CL 'B' RIP RAP
TOE PROTECTION
SHEET T7
SEE DETAIL 10
EST 40 SY GFD
EST 55 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS OINV OUT = 761.0'
18" RCP-III
PROPOSED FLARED END
BUILDING FACE
DRAINS INTO PROPOSED DITCH ALONG
6" HDPE PIPE TO EXTEND ROOF
ROOF DRAINS AND UTILIZE FLEXIBLE
SLOPE FAILURE AREA BELOW BUILDING
CONTRACTOR TO REPAIR AND STABILIZE
INV OUT = 760.0'
TIE INTO CHANNEL IMPROVEMENTS
PROPOSED OPEN END 18" RCP-III
O
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_4.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021C17ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
PROFESSION
ALE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
10
12+41.21 LT/RT
-Y5- STA 11+29.22 TO
REMOVE & RESET GRANITE CURB
EXISTING GROUND
PI = 36+89.00
EL = 771.49'
(-
)1
.6609%(-)1
.8613%
VC = 100'
PI = 40+35.00
EL = 765.05'(-)1
.8613%
(-)0.9148%
VC = 100'
ELEV = 768.75
-G2- STA 37+75
DITCH GRADE LT
END SPECIAL
ELEV = 763.02
-G2- STA 41+00
DITCH GRADE RT
BEGIN SPECIAL
EXIST 15" DIP
EXIST 15" VCP
EXIST 15" DIP
EXIST 15" DIPELEV = 756.60'
-G2- STA 39+85
CL RCBC
PI = 43+52.00
EL = 762.15'
(-)0.5092%
VC = 100'
PROPOSED GRADE
0401
0402
0403
0404 0407
0501
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
AT DATE OF SURVEY
W.S. ELEVATION
= 587 CFS
= 10 YRS
= 656 CFS
= 25 YRS
= 764.9 FT
= 628.8 CFS
= 765.2 FT
= 09/28/2015
= 757.3 FT
= 765.4 FT
= >10 YRS
2' CONC SILL
@ 1.0%
15" RCP
765.97
765.51
761.19
762.78
761.00
760.00
760.58
758.20
0405
0408
(768.87')STD 435PROP COG DI(769.68')STD 400PROP COG MHSTD 400 (767.09')PROP COG MHSTD 435 (764.89')PROP COG DISTD 400 (765.97')PROP COG MH(760.45')STD 435 PROP COG DI@ 4.4%15" RCP@ 0.5%
18" RCP STREAM BANKOEP TIE INTO CULVERTOEP TIE INTO @ 2.6%18" RCP
SS-117
SS-118
SS-120
SS-122
INV 757.26
-G2- 38+83.54
CROSSING
15" VCP
INV 757.88
-G3- 40+48.82
CROSSING
8" VCP(-) 1
.98%
(+) 1.68%
ELEV = 760.45
-G2- STA 43+75
DITCH PI (RT)
ELEV = 760.87
-G2- STA 44+00
DITCH GRADE RT
END SPECIAL
(-) 0.93%
(BURIED 1')
IN SOUTH BARREL
W/ 2' CONC SILL
2 @ 7' X 7' RCBC
PROPOSED
INV UNKNOWN
-G2- 38+07.35
CROSSING
6" PVC
TOP 764.21
EXIST 6.5" CIP
764.80
@ 0.7%
15" RCP
2' CONC SILL IN SOUTH BARREL)
2 @ 7' W x 7' H RCBC (BURIED 1' WITH
STA. 39+85 -G2-
OPENING AREA = 51 SF
ELEV = 763.00
LOW CHORD
EXIST TRESTLE
"F"
C4
754
42 43363738394041
NAD
83
44MATCHLINE -G2- STA 44+00 (SEE SHEET C5)MATCHLINE -G2- STA 36+00 (SEE SHEET C3)758
762
766
770
774 774
754
758
762
766
770
-G2-
FOR -G2A- PROFILE
SEE SHEET C12
MATCHL
INE
-G
2A
- STA
13+
0
0
(SEE
SHEET
C
12
)CROSS PIPE PROFILES
SEE SHEET C17 FOR
-G2- STA 36+00.00 TO STA 44+00.00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY02010002TYP
12'
TYP
12'01TYP
12'TYP027
7
5'R 5'R
TYP
5'
0
2
TYP
02TY
PABANDONED CHANNEL.
STREAM CHANNEL. BACKFILL
REMOVE EXIST TRESTLE AND REGRADE
(SEE LANDSCAPE PLANS)
AREA NO. 2
ENHANCEMENT
8
8
8
8GEOTECHNICAL BORING (TYP)
RETAIN FENCE
SEE DETAIL 4/L-504
PROP 48" BLACK ORNAMENTAL FENCE
PROP GUARDRAIL
GABION WALLS
THRU ST-29)
(SEE SHEETS ST-26
BARREL (BURIED 1')
W/ 2' CONC SILL IN SOUTH
PROP 2 @ 7'X7' RCBC
OR MAKE STREAM REPAIR
WORK TO INSTALL CULVERT
BE USED FOR IMMEDIATE
REPAIR AND SHALL ONLY
INSTALLATION OR STREAM
SHOWN ARE FOR CULVERT
LIMITS OF DISTURBANCE
(SEE DETAIL SHEET T6)
CONSTRUCT SIDEWALK
6'6'DUMPSTERS DURING UTILITY CONSTRUCTION.
CONTRACTOR TO TEMPORARILY MOVE
TO MATCH BORE PIT AREA.
AND CURB AND GUTTER AS NECESSARY
REMOVE & REPLACE CONCRETE (6")
-G2A- POT Sta. 15+00.00
-G2- POT Sta. 39+47.00=
-G2- PRC Sta. 40+87.53
-G2- PC Sta. 40+52.09
-G2- PT Sta. 38+23.75
-G2- PRC Sta. 37+60.49
-G2- PC Sta. 36+97.22
-G2A- PRC Sta. 14+58.10
-G2A- PT Sta. 14+86.43
-G2A- PRC Sta. 14+16.14
-G2A- PC Sta. 13+88.53
-G2- PRC Sta. 41+20.85
-G2- PCC Sta. 43+33.67
37+0038+0039+0040+0041+0042+0043+00-G2--G2A-14+00
401
402
18.89' LT
-G2- STA 38+13.49
DEP
UTILITY POLE 402
REMOVE
46.77' RT
-G2- STA 36+57.53
DEP
UTILITY POLE 401
RETAIN
BUILDING
BUILDING
FOUNDATION
BUILDING
BUILDING
PAD
UTILITY
PAD
D
D
D
D
S
S
S 2402754.77END BOX CULVERT 11'X 5'D
S SSS-124
SS-125
SS-126
SS-127 SS-128
MH-116
CI-120
CI-121
CI-122
CI-123
DI-111
APPROXIMATE
BLIND JUNCTION
11'W x 5'H BOX CULVERT
INV=750.51

Z=772.176
Y=847546.311
X=1763806.290
PID1610"PVC8"VCP12"VCP8"DIP
12"VCP12"DIP8"VCP8"VCP15" VCP1 5 " VCP
15" RCP15" RCP 15" RCP15" HDPE10" CIP1
8" RCP 10" CIP18" RCP18" RCPNOT FOUND
INV=754.08
54" RCPD
RR
RR
15"15" DIP DIP
(APPROX LOCATION)
24" CIP
TOP=755.97
SS C\O16"CIP16"CIP(TS)(T
S
)(TS)(TS)TH#26A
TH#26
TH#27
DB 7388, PG 2893
GPN 0003851
504 GUILFORD AVE.
CHANEY-FRYE #4, LLC
0008
DB 4494, PG 93
GPN 0003847
306 HILLSIDE DR.
CYNTHIA L. GARRISON
AND WIFE
DOUGLAS K. GARRISON
0013
DB 4382, PG 2186
GPN 0003846
308 HILLSIDE DR.
CYNTHIA L. GARRISON
DOUGLAS K. GARRISON
0014
DB 3886, PG 1691
GPN 0003845
310 HILLSIDE DR.
PATRICIA E. MIDGETT
AND WIFE
DANIEL S. NICHOLSON
0015
DB 5835, PG 1244
GPN 0003853
208 HILLSIDE DR.
#8, LLC
CHANEY PROPERTIESD.S.
0009
DB 5835, PG 1235
GPN 0003850
300 HILLSIDE DR.
#6, LLC
PROPERTIES
CHANEYD.S.
0010
DB 6443, PG 2020
GPN 0003849
302 HILLSIDE DR.
(UNMARRIED)
O'DONNELL
GERALD JAMES
0011
DB 4262, PG 346
GPN 0003848
304 HILLSIDE DR.
(SINGLE)
MARTHA J. DELANEY
0012
DB 6323, PG 864
GPN 0003844
312 HILLSIDE DR.
(UNMARRIED)
KELLY K. CARPENTER
0016
DB 2895 , PG 882
GPN 0003855
407 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0047
DB 2596 , PG 53
GPN 0003857
411 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0048
DB 154, PG 86
J.A. ODELL
0047_A
PRESCOTT STREET(40" R/W per COG SURVEY BLOCK SHEETS 1-W & 2-W)40' Nominal R/W RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST
R
/WGUILFORD AVE(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT
30'
AREA (TYP)
MAINTENANCE
GREENWAY
EASEMENT (TYP)
TEMPORARY CONSTRUCTION
1% ANNUAL CHANCE FLOOD (BFE)
0502
CI
24" RCP-IV
0504
0505
0506
PROPOSED WING WALL
GRADE TO DRAIN AROUND
0509
0508
RETAIN
RETAINSYSTEM
RETAIN EXIST
18" RCP
RETAIN
0503
CI (STD. NO. 402)
EXIST CI W/ COG
REMOVE AND REPLACE
CI (STD. NO. 402)
EXIST CI W/ COG
REMOVE AND REPLACE
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
SHEET T7
SEE DETAIL 2
120 SY PSRM
40 TONS CLASS 'B' RIP RAP
TOE PROTECTION
SHEET T7
SEE DETAIL 13
EST 55 SY GFD
EST 95 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
SHEET T7
SEE DETAIL 12
EST 35 SY GFD
EST 35 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
0511
RETAINGRATE 434)
DI (STD. NO. 435
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
(STD. NO 400)
PROPOSED COG MH
INV OUT = 750.00'
18" RCP-III TIE INTO CULVERT
PROPOSED OPEN END
0507
1% ANNUAL CHANCE FLOOD (FUTURE)
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
SHEET T7
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
OEST 100 SY GFD
EST 100 TON
CLASS II RIP RAP
PIPE OUTLET
REPAIR EXISTING
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_5.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021C17ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
PROFESSION
ALE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
10
12+41.21 LT/RT
-Y5- STA 11+29.22 TO
REMOVE & RESET GRANITE CURB
EXISTING GROUND
PROPOSED GRADEGUILFORD AVEPI = 48+21.00
EL = 755.90'
(-)1.3017%
(-)0.7551%
VC = 100'
ELEV = 753.34
-G2- STA 49+00
DITCH GRADE LT
BEGIN SPECIAL
(-)
2
.
4
2%
ELEV = 749.41
-G2- STA 52+00
DITCH GRADE LT
END SPECIAL
INV 756.81
44+63.19
CROSSING
12" DIP
EXIST 16" HDPE
EXIST 16" HDPE
ELEV = 748.00'
-G2- STA 48+07
CL RCBC
PI = 45+89.00
EL = 758.92'(-)2.6672%
VC = 60'
ELEV = 761.67
-G2- STA 44+46.27
RAISED CROSSWALK
TIE TO PROP
END GRADE
ELEV = 761.62
-G2- STA 44+87.77
RAISED CROSSWALK
TIE TO PROP
BEGIN GRADE
0502 0503 0504
0505
0506
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
AT DATE OF SURVEY
W.S. ELEVATION
= 668 CFS
= 755.3 FT
= 25 YRS
= 10 YRS
= 755.3 FT
= <10 YRS
= 09/28/2015
= 748.8 FT
(-) 0.76%
(-) 0.75%
2' CONC SILL
11.3
751.2
751.3
12.3
NA
NA
NA FT
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
BASE DISCHARGE
BASE FREQUENCY
DESIGN HW ELEVATION
DESIGN DISCHARGE
DESIGN FREQUENCY
=
=
=
=
=
=
YRS
CFS
FT
YRS
CFS
=
=
=
FT
YRS
CFS
10
PIPE HYDRAULIC DATA
25
24" RCP-IV
STA 52+00 -G2-
= 755.5 CFS
@ 0.4%
18" RCP
757.95 757.83
756.48 756.25
753.63
750.00
@ 1.4%
18" RCP
@
1
.5%
18" RCP
@ 3.2%18"
R
C
P0507
CULVERT HWOEP TIE TO STD 435 (760.20')PROP COG DISTD 402 (761.20')PROP COG CISTD 402 (761.07')PROP COG CISTD 435 (759.95')PROP COG DI(757.53')STD 400PROP COG MH @ 4.0%
24" RCP
@ 1.0%
18" RCP
@ 1.4%
18" RCP
(BURIED 1')
IN NORTH BARREL
W/ 2' CONC SILL
2 @ 10' X 6' RCBC
PROPOSED
SS-122
SS-127
SS-128
INV 748.51
-G2- 49+44.26
CROSSING
8" VCP
ELEV = 752.59
-G2- STA 50+00
DITCH PI (LT)
ELEV = 751.83
-G2- STA 51+00
DITCH PI (LT)
757.56
TOP 757.79
EXIST 8.5" GAS
TOP 756.34
EXIST 17" CIP
2' CONC SILL IN NORTH BARREL)
2 @ 10' W x 6' H RCBC (BURIED 1' WITH
STA. 48+07 -G2-
OPENING AREA = 68 SF
ELEV = 753.57
LOW CHORD
EXIST TRESTLE
OVERTOPPING DISCHARGE
= 755.7 FT
= 661.8 CFS
"F"
C5
51 52454647484950
NAD 83
44 MATCHLINE -G2- STA 52+00 (SEE SHEET C6)MATCHLINE -G2- STA 44+00 (SEE SHEET C4)746
750
754
758
762
766
762
766
746
750
754
758
-G2-
FOR -Y5- PROFILE
SEE SHEET C13
ADDITIONAL INFORMATION
SHEET INT4 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
-G2- STA 44+00.00 TO STA 52+00.00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY020202TYP02TYP12'
TYP
12'4'12'4'3
3
3
3
7
7
6
DETECTABLE WARNING SURFACES
PROP RAISED CROSSWALK WITH
5
5'
-G2- STA 48+91 TO 57+74 RT
PROP POST AND CABLE FENCE
7 0100010285'R
STD. NO. 848.03
PROP 12' DRIVEWAY
PROP 10' DRIVEWAY STD. NO. 848.03
85'R
5
PROP 6" x 18" CURB
PROP SAWCUT LIMITS
STREAM REPAIR
CULVERT OR MAKE
WORK TO INSTALL
BE USED FOR IMMEDIATE
REPAIR AND SHALL ONLY
INSTALLATION OR STREAM
SHOWN ARE FOR CULVERT
LIMITS OF DISTURBANCE
PROP 6" X 18" CURB
PLANS
SEE LANDSCAPE
RAILROAD TRACKS
VEGETATED
-Y5- POT Sta. 11+29.22
BEGIN CONSTRUCTION
-Y5- POT Sta. 12+41.22
END CONSTRUCTION
END MILLING & RESURFACING
7
6
GEOTECHNICAL BORING (TYP)
SEE DETAIL 4/L-504
6' ORNAMENTAL FENCE
CHAIN LINK FENCE WITH
REMOVE AND REPLACE
SEE DETAIL 4/L-504
PROP 48" BLACK ORNAMENTAL FENCE
-G2- STA 47+75 TO 48+37 RT
SEE DETAIL 4/L-504
PROP 48" BLACK ORNAMENTAL FENCE
BAR CROSSWALKS
THE 8" PARALLEL
TREATMENT WITHIN
FUTURE ARTISTIC
BEGIN MILLING & RESURFACING
10 10
10
10
1' INSIDE PROPERTY LINE
SEE DETAIL 4/L-504
PROP 72" ORNAMENTAL FENCE
CURB
6" x 18"
PROP
THRU ST-34)
(SEE SHEETS ST-30
BARREL (BURIED 1')
W/ 2' CONC SILL IN NORTH
PROP 2 @ 10'x6' RCBC
REMOVE POSTS
ABANDONED CHANNEL.
STREAM CHANNEL. BACKFILL
REMOVE EXIST TRESTLE AND REGRADE
LOCATION WITH ENGINEER
CONTRACTOR TO COORDINATE
NORTH END OF PROPERTY,
PLACE PROP 16" WIDE GATE ON
REMOVE EXISTING GATE AND
Sta. 44+43.31
-G2- PT
-Y5- POT Sta. 10+00.00
-Y5- POT Sta. 11+85.22
-G2- POT Sta. 44+68.27 =
-Y5- POT Sta. 13+50.00
Sta. 44+15.81
-G2- PRC
-G2- PC Sta. 44+92.14
-G2- PRC Sta. 45+18.42
-G2- PT Sta. 45+82.52
-G2- PC Sta. 46+78.45
-G2- PRC Sta. 47+36.64
-G2- PT Sta. 47+95.79
11+00
12+00
13+00 45+0046+0047+0048+0049+0050+0051+00-G2--Y5--Y5--G2-
501
502
503
504
505
506
507
4.16' LT
-G2- STA 44+21.66
DEP
UTILITY POLE 501
REMOVE
107.32' RT
-G2- STA 44+53.45
DEP
UTILITY POLE 502
RETAIN
70.18' LT
-G2- STA 44+53.85
DEP
UTILITY POLE 505
RETAIN
118.20' RT
-G2- STA 44+93.41
DEP
UTILITY POLE 507
RETAIN
49.87' LT
-G2- STA 44+51.21
NS
RRCS 504
REMOVE
6.58' LT
-G2- STA 44+84.12
NS
RRCS 506
REMOVE
15.79' RT
-G2- STA 44+53.42
DEP
UTILITY POLE 503
RELOCATE
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
PAD
UTILITY
BUILDING
DEBRIS
REMOVE
IMPACTED BY WORK
AND ADJUST ALL CLEANOUTS
CONTRACTOR TO LOCATE
MANHOLE
RETAIN SANITARY SEWER MANHOLE
RETAIN SANITARY SEWERADJUST CLEAN OUT
SEE SHEET UC7
;SEWER LINE TO BE RELOCATED
AND PROP BOX CULVERT
CONFLICT BETWEEN EXIST SS LINE
D
D
D
D
S
D
S S
S
S
S
NO ACCESS
RR15"D
IP24"RCP
24"RCP 24"RCP
8"VCP
12"DIP12"DIP12"DIP10"VCP
10"DIP10"VCP10"V
CP6"DIP
15"
R
C
P
18" RCP
18
" RCP
10" VCP
18" RCP60" RCPRIP-RAP WALL
12"D
IP18
" RCPD
R
CP
15"
PIPE
12" METAL RETAI
NI
NG
W
ALL16"
36"
TOP=740.92
TOP=741.04
12" METAL PIPE
24"CIP
24"CIP24"CIP
EOI
EOI
(TS)(TS)
6" PVC ABAND
6" PVC ABAND
TH#28
TOP ELEV.=742.17'
TOP DEPTH=4.98'
24"DUCTILE IRON WATER
SPIKE SET=747.15'
TH#28
D
B 6323, PG 864GPN 0003844312 HILLSIDE DR.(UNMARRIED)KELLY K. CARPENTER0016
DB 7851, PG 2987
GPN 0004059
402 HILLSIDE DR.
CASSANDRA D. MAYER
AND SPOUSE
THOMAS J. MAYER, JR.
0017
DB 6793, PG 717
GPN 0004061
406 HILLSIDE DR.
LISA AMANI
0019
DB 6895, PG 1264
GPN 0004063
410 HILLSIDE DR.
DORA G. NELSON
AND WIFE
WILLIAM M. NELSON, JR.
0021
DB 7748, PG 500
GPN 0004064
412 HILLSIDE DR.
VALERIE A. COLL
0022
DB 7543, PG 1733
GPN 0004066
416 HILLSIDE DR.
SUSAN MICHELLE WILEY
AND WIFE
ROBERT GARY HILL
0024
DB 5323, PG 367
GPN 0004067
418 HILLSIDE DR.
TINA MARIE GILMORE
AND
TERI LYNN ANDERSON
0025
DB 7618, PG 3064
GPN 0004074
801 W. SMITH ST.
CITY OF GREENSBORO
0051
DB 7557, PG 227
GPN 0004076
800 W. SMITH ST.
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
D & W INVESTMENT PROPERTIES, LLC,
0052
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 7110, PG 693
GPN 0004060
404 HILLSIDE DR.
GIRARDI (SINGLE)
CHRISTOPHER DODD
0018
DB 6907, PG 308
GPN 0004062
408 HILLSIDE DR.
AN UNMARRIED WOMAN
SUZANNE V. FRAY,
0020
DB 3356, PG 913
GPN 0004065
414 HILLSIDE DR.
TOY
CYNTHIA LOUISE
PLOTT AND WIFE
KENNETH MARK
0023
DB 4314, PG 1429
GPN 0004068
420 HILLSIDE DR.
THOMPSON THOMAS
MERIAL DENA
0026
DB 5670, PG 916
GPN 0004069
422 HILLSIDE DR.
WASHBURN, UNMARRIED
AND PATRICIA P.
UNMARRIED
JASON R. WIGGERS,
0027
DB 3754, PG 412
GPN 0004070
500 HILLSIDE DR.
WILKINS
JOHN SULLIVAN
0028
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 2596, PG 53
GPN 0004075
425 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0050
DB 2596 , PG 53
GPN 0003856
413 423 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0049
0054_B
J.A. ODELL
DB 154, PG 86
0020_A
J.A. ODELL
DB 154, PG 86 W. SMITH STREET70' Nominal R/WR
A
ILR
O
A
D
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
EXIST R/W
EXIST R/WHILLSIDE DRRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
(per COG G-677)
WATER MAIN R/W
DB 4725, PG 229
(per COG G-677)
DB 4727, PG 368
WATER MAIN R/W
DB 4745, PG 789
WATER MAIN R/W
(per COG G-677)
WATER MAIN R/W
DB 4759, PG 125
(per COG G-677)
WATER MAIN R/W
DB 1538, PG 556
(per COG D-2625)
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN W ILKINS
0029
SS EA
SEM
EN
TSS EASEMENT30'
AREA (TYP)
MAINTENANCE
GREENWAY
EASEMENT (TYP)
TEMPORARY CONSTRUCTION
EASEMENT
PERMANENT GREENWAY
EASEMENT
GREENWAY
PERMANENT
F
L
OOD (BF
E)
1
% ANNUAL CHANCE
FLOOD (BFE)
1% ANNUAL CHANCE1% ANNUAL CHANCE FLOOD
(BFE)
0601
0602
0603
0604
0605
0606
RETAIN 18" RCP
RETAIN
COG CI
RETAIN EXIST
OPEN END PIPE
RETAIN EXIST 18"
SHEET T7
SEE DETAIL 7
4' BASE DITCH
SPECIAL LATERAL SHEET T7
SEE DETAIL 5
FALSE SUMP
CI (STD. NO. 402)
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
CI (STD. NO. 402)
W/PROPOSED COG
REMOVE CI & REPLACE1% ANNUAL CHANCE FLOOD
(FUTURE)
TIE TO PROPOSED DRAINAGE STRUCTURE
4" OUTLET PIPE FOR SHOULDER DRAIN
SHEET T7
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
END SECTION
18" RCP-III FLARED
18" RCP-III
RCP-III
18"
(
F
UTURE)CHANCE
F
LOOD1
% ANNUALCHANCE FLOOD (FUTURE)
1% ANNUAL
GRADE TO DRAIN
RCP-III
15"
4" PIPE SHOULDER DRAIN
O
SEE DETAIL 1/UC-2A
FLOWABLE FILL SADDLE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_6.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021C17ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
PROFESSION
ALE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
10
12+41.21 LT/RT
-Y5- STA 11+29.22 TO
REMOVE & RESET GRANITE CURB
EXISTING GROUND
PROPOSED GRADE
PI = 54+54.00
EL = 751.12'
(-)0.7551%
(-)1.1315%
VC = 100'PI = 57+81.00
EL = 747.42'
(+)0.8358%
VC = 60'
PI = 59+82.00
EL = 749.10'
VC = 120'
(-
) 1
.57%
(+) 1.62%
(-) 0.69%
EXIST 15" DIP
EXIST 24" RCP
ELEV = 745.66
-G2- STA 58+25
DITCH GRADE LT
BEGIN SPECIAL(-) 2
.3
1%
0601
0603
0604
744.42
@ 4.4%18" RCP742.32
742.19
@
2
.0%
18
" RC
P
740.75(744.20')END PIPE PROP OPEN(746.85')COG CIRETAIN EXIST STD 402 (747.42')PROP COG CI& REPLACE W/ REMOVE EXIST CISS-129
ELEV = 751.00'
-G2- STA 52+25
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 746.74
-G2- STA 56+50
DITCH PI (LT)
ELEV = 749.10
-G2- STA 55+00
DITCH PI (LT)
ELEV = 744.20
-G2- STA 57+60
DITCH GRADE LT
END SPECIAL
@ 4.0%
24" RCP
ELEV = 746.47
-G2- STA 58+75
DITCH GRADE LT
END SPECIAL
"F"
C6
59 60535455565758 NAD 8352MATCHLINE -G2- STA 52+00 (SEE SHEET C5)MATCHLINE -G2- STA 60+00 (SEE SHEET C7)738
742
746
750
754
758
754
758
738
742
746
750
-G2-
FOR -Y6- PROFILE
SEE SHEET C13
CROSS PIPE PROFILES
SEE SHEET C17 FOR
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
-G2- STA 52+00 TO STA 60+00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAYTYP022'-6" C&G
2'-6" C&G
16
'
2' R
10' R
5' R
28'22'22'22.5'
2
2.5'
12'6'8'TYP02PEDESTRIAN BRIDGE
PROP GLULAM
CABLE FENCE
PROP POST AND
5
3
7
3
REMAIN
TRACK TO
8'
8'
6'
6
'
12'29'
TAPER 8:1TYP12'020100010202010102008
8
JOINT
WALL WITH EXPANSION
TIE TO EXIST CONC
STONE VENEER FACE
RETAINING WALL WITH
PROP SOIL NAIL
APPEARANCE)
GUARDRAIL (RUSTIC
PROP TL-3 METAL
CAT-1 14'28'
PROP POST AND CABLE FENCE
EXIST MH
RETAIN
CLEANOUT
EXIST
ADJUST
2.5'
-Y6- POC Sta. 11+43.00
END CONSTRUCTION
GREENWAY
TIE TO EXIST DOWNTOWN
END 12' CONC SIDEWALK
7
GEOTECHNICAL BORING (TYP)
INSIDE PROPERTY LINE
PROP FENCE 1'
REPLACE FENCE
REMOVE AND
-G2- PC Sta. 54+08.25
-Y7- PC Sta. 11+48.02
-Y7- PCC Sta. 12+48.66
-Y7- PRC Sta. 14+57.31
-Y6- POT Sta. 12+36.00
-G2- PC Sta. 55+14.62
-Y6- PT Sta. 11+41.50
-Y6- PC Sta. 10+98.34
-G2- PCC Sta. 57+34.36
-G2- PRC Sta. 57+93.19
-G2- PRC Sta. 59+81.18
53+0054+0055+0056+0057+0058+0059+0060+001
4+0
0
13+00
12+00
11+00
-Y7-
-G2- STA 56+82.00
CITY PROJECT P-05644A-04
BEGIN A&Y GREENWAY
CITY PROJECT P-05645-04
PHASE 4
END DOWNTOWN GREENWAY
GREENWAY
DOWNTOWN
GREENWAY
A&Y
601
602
603
71.03' RT
-G2- STA 57+68.61
DEP
UTILITY POLE 601
RETAIN
60.03' RT
-G2- STA 59+95.71
DEP
SL 603
RETAIN
63.33' RT
-G2- STA 58+78.19
NS SIGNAL
RRCS 602
REMOVE
BUILDING
BUILDING
BUILDING
BUILDING
PAD
UTILITY
ABANDONED
GGGGGGGGD
D
D
D
DDSSSD
SD
D SD
D
SSD
SDS
D
COG
COGCOG
RR
RR RR
COG
PL
PL
PL
PL
24
"RCP
12"VCP
24"RCP
24
"D
IP
24"DIP
15"VCP10"VCP
15" RCP
18" R C P
1
8
" RCP
18" RCP18" RCP15" RCP15" RCP30" RCP15" RCP
1
8"
R
C
P15" RCP15" RCP
15" RCP
18" RCP18" RCP18" RCP1
0
" VCP
24" VCP36" RCP10"VCP4" DIP18" RCPD15" RCP
STS
WR
8"VCPS
30" RCP
STSWR
GUY WIRE
SSMH
IN(SE)=758.42
OUT(N)=758.37
RIM=763.92
SHH24"
24"
24"CIP
6"CI
P6"CIP(TS)(TS)
(
T
S)
6
" PVC
ABAND
TH#30TH#29
DB 7668, PG 852
GPN 0004079
1007 BATTLEGROUND AVE.
JESC LLC
0054
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 3194-804)
(DRAINAGE EASEMENT
DB 1412-309
WB 4, PG 369
MARY P. LINDER
0054_A
DB 7410, PG 1055
GPN 0003988
612 N. MENDENHALL ST.
JANINE MARIE OLIVER
0030
DB 4062, PG 2002
GPN 0003986
616 N. MENDENHALL ST.
DANIEL MARK GREEN (DIVORCED)
0032
DB 7645, PG 1739
GPN 0003987
614 N. MENDENHALL ST.
(UNMARRIED)
ANN BLAIR WILBURN
0031
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
INCORPORATED
ABERCROMBIE OIL COMPANY,
0055
CITY OF GREENSBORO
0056
REALTY COMPANY
0055_A
GUILFORD INSURANCE &
DB 308, PG 249
PB 4, PG 163
DB 154, PG 86
0054_B
J.A. ODELL
W. SMITH STREET
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)
(70" R/W Nominal per COG G-62)
RAILROAD R/W
RAILROAD R/W
RA
ILROAD
R
/W
RAILROAD R/W
EX
IS
T
R
/W
E
X
IS
T
R
/W
E
X
IST R
/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W
HILL STREETper COG F-1965)(70'
Nomi
nal
R/WEXIST R/W
HILL STREET
per COG F-1965)(70' R/W Nominal
(50' Nominal R/W- per PB 184, PG 94
BATTLEGROUND AVENUE
EXIST R/W
EXIST R/WEXI
S
T R/WEXI
S
T R/W (AP
P
ROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
DB 1735, PG 147
GPN 0003997
509 HILLSIDE DR.
CITY OF GREENSBORO
0068
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
EASEMENT (TYP)
PERMANENT GREENWAY
30'
AREA (TYP)
MAINTENANCE
GREENWAY
FLOODWAYFLOODWAY1% ANNUAL CHANCE FLOOD (BFE)FLOOD
(BFE)1% ANNUAL CHANCE0705
0702
0701
0704
0703
RETAIN CI
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAIN
CI (STD. NO. 402)
PROPOSED COG
COG MH
RETAIN
RETAINING WALL
EXIST 15" RCP BEHIND
MH (STD. NO. 400) INTO
TIE PROPOSED COG
RETAIN
SHEET T7
SEE DETAIL 2
60 SY GFD
55 TONS CLASS 'B' RIP RAP
TOE PROTECTIONCHANCE FLOOD (FUTURE)1% ANNUALCHANCE FLOOD
(FUTURE)1% ANNUAL4" PIPE SHOULDER DRAIN
TIE TO PROPOSED DRAINAGE STRUCTURE
4" OUTLET PIPE FOR SHOULDER DRAIN
COG CI
EXIST
RETAIN
15" RCP-III
18" RCP-III
RE
T
AI
NRET
AI
NO
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_7.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021C17ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
PROFESSION
ALE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
10
12+41.21 LT/RT
-Y5- STA 11+29.22 TO
REMOVE & RESET GRANITE CURB
EXISTING GROUND
EX
IS
T

1
2
"
V
C
P
PI = 61+30.00
EL = 747.49'
VC = 80'
PROPOSED GRADE
ELEV = 748.54'
-G2- STA 62+15.97
(BY OTHERS)
TIE TO CURB RAMP
END GRADE
0705 0701
0702
COG MHRETAIN EXIST 743.72
742.76@ 3.4
%
18" RCP
740.85(747.42')STD 402PROP COG CICOG CI (747.16')RETAIN EXIST @ 4.0%18" RCPSS-138
INV 739.91
-G2- 61+62.90
CROSSING
12" VCP
INV 737.60
-G2- 61+43.74
CROSSING
24" VCP
(-)1.0473%
PI = 61+53.00
EL = 747.70'
(+)0.6522%
(-)7.0000
%PI = 61+62.00
EL = 747.07'
(+)1.6963%
PI = 61+91.00
EL = 747.56'
(+)7.1806%
PI = 62+01.00
EL = 748.28'
(+)1.7368%
ELEV = 741.42
-G3- STA 69+75
DITCH GRADE LT
BEGIN SPECIAL
PROPOSED GRADE
EXISTING GROUND
EXIST 24" RCP
EXIST 24" RCP
VC = 40'
ELEV = 746.68'
-G3- STA 66+00.72
(BY OTHERS)
TIE TO GREENWAY
BEGIN GRADE
VC = 20'
EL = 746.87'
PI = 66+10.72
PI = 69+34.00
VC = 40'
SS-139SS-137
(-)4.7098%(-)0.3028%(+)0.3131%
(+)1.9000%
PI = 66+50.00
EL = 745.02'
EL = 744.16'
(+
) 1
.66%
"F"
C7
734
6962636768
NAD 83
60 MATCHLINE -G2- STA 60+00 (SEE SHEET C6)MATCHLINE -G3- STA 70+00 (SEE SHEET C8)738
742
746
750
754
750
754
742
746
64 6661
734
738
742
750
754
734
738
742
750
754
746 746
-G3--G2-
70
ADDITIONAL INFORMATION
SHEET INT5 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
-G2- STA 60+00 TO -G3- STA 70+00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAYTYP0202TYP
12'
29.5
'12
'TYP02-G2- POC Sta. 62+15.97
END CONSTRUCTION
7
3
2
TIE TO GREENWAY BY OTHERS
PROP POST AND CABLE FENCE
AT FACE OF CURB
GUARDRAIL
PROP
RETAINING WALL
PROP SOIL NAIL
(SEE SHEET 7A FOR REFERENCE)
PROP GREENWAY (BY OTHERS)
(SEE SHEET 7A FOR REFERENCE)
PROP INTERSECTION IMPROVEMENTS (BY OTHERS)
GREU
TL
-3
28'14'-G3- POT Sta. 66+00.72
BEGIN CONSTRUCTION
EXIST MH
RETAIN
11'6
8
GEOTECHNICAL BORING (TYP)
WITH 10' WIDE CROSSING
REMOVE CURB AND REPLACE
10'CURB RAMPS
AND REPLACE
REMOVE
-Y7- PT Sta. 17+56.00
-Y8- PC Sta. 11+18.61 -Y8- POT Sta. 10+00.00
-Y8- PCC Sta. 12+21.54
-Y8- PT Sta. 14+74.93
-Y8- PCC Sta. 13+26.80

-G3- POT Sta. 65+58.30
-Y8- POC Sta. 13+64.00 =

-Y8- Sta. 13+18.79
-Y7- Sta. 16+84.38 =
-G3- PT Sta. 66+48.06
-G3- PC Sta. 66+04.06
-G2- PCC Sta. 61+26.23
-G2- PRC Sta. 62+14.36
-G3- PC Sta. 69+73.9861+0060+0062+00
12
+
00
13+0014+00
15+0017+0016+0015+0066+0067+0068+0069+00-G3-
-Y8- POC Sta. 12+21.95 (30' RT)
-G2- PT Sta. 62+40.00 =
701
702
703
704
705
706
707
708
709
710
711
712 713
714
51.33' RT
-G3- STA 67+15.81
DEP
UTILITY POLE 710
RETAIN
119.08' RT
-G2- STA 61+54.00
DEP
UTILITY POLE 705
REMOVE
49.39' RT
-G3- STA 68+06.63
DEP
UTILITY POLE 711
RETAIN
61.72' RT
-G3- STA 65+99.13
DEP
UTILITY POLE 706
RETAIN
48.39' RT
-G3- STA 68+74.11
DEP
UTILITY POLE 712
RETAIN
49.15' RT
-G3- STA 69+13.26
DEP
UTILITY POLE 713
RETAIN
60.16' RT
-G3- STA 70+39.15
DEPLIGHT POLE 801
66.01' RT
-G3- STA 74+93.93
DEP
UTILITY POLE 812
88.05' RT
-G2- STA 61+45.09
NS
RRCS 704
REMOVE
23.29' RT
-G3- STA 65+96.34
NS
RRCS 707
REMOVE
8.50' RT
-G2- STA 60+97.46
DEP
LIGHT POLE 701
RETAIN
18.62' LT
-G3- STA 66+04.28
COG
SIGNAL POLE 708
RETAIN
82.98' LT
-G3- STA 66+01.96
DEP
SIGNAL POLE 709
(BY OTHERS)
TO BE REMOVED
43.97' LT
-G3- STA 69+27.39
DEP
LIGHT POLE 714
RETAIN
70.03' RT
-G2- STA 61+45.84
COG
SIGNAL POLE 703
RETAIN
7.00' RT
-G2- STA 61+65.35
DEP
SIGNAL POLE 702
ADJUST GUY WIRE
BUILDING
D
D
D
D
DDSSSD
SD
D SD
D
SSD
SDS
D
SS-136
SS-137
SS-138
SS-139
SS-143
SS-144
SS-145
SS-146
MH-118
MH-119
MH-120
MH-121
CI-128
CI-129
CI-130
CI-131
CI-132
CI-133
CI-134
CI-135
CI-136
CI-137
CI-138
DI-113
DI-112
YI-101
12"12"
12"
16"
16"
36"
PL
PL
PL
PL
24
"RCP
12"VCP
24"RCP
24
"D
IP
24"DIP
15"VCP10"VCP
15" RCP
18" R C P
1
8
" RCP
18" RCP18" RCP15" RCP15" RCP30" RCP15" RCP
1
8"
R
C
P15" RCP15" RCP
15" RCP
18" RCP18" RCP18" RCP1
0
" VCP
24" VCP36" RCP10"VCP4" DIP18" RCPSS-133 D15" RCP
STS
WR
8"VCPS
30" RCP
STSWR
18" RCP
15" RCP
GUY WIRE
SSMH
IN(SE)=758.42
OUT(N)=758.37
RIM=763.92
DB 7668, PG 852
GPN 0004079
1007 BATTLEGROUND AVE.
JESC LLC
0054
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 3194-804)
(DRAINAGE EASEMENT
DB 1412-309
WB 4, PG 369
MARY P. LINDER
0054_A
DB 7410, PG 1055
GPN 0003988
612 N. MENDENHALL ST.
JANINE MARIE OLIVER
0030
DB 4062, PG 2002
GPN 0003986
616 N. MENDENHALL ST.
DANIEL MARK GREEN (DIVORCED)
0032
DB 7645, PG 1739
GPN 0003987
614 N. MENDENHALL ST.
(UNMARRIED)
ANN BLAIR WILBURN
0031
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
INCORPORATED
ABERCROMBIE OIL COMPANY,
0055
CITY OF GREENSBORO
0056
REALTY COMPANY
0055_A
GUILFORD INSURANCE &
DB 308, PG 249
PB 4, PG 163
DB 154, PG 86
0054_B
J.A. ODELL
W. SMITH STREET
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)
(70" R/W Nominal per COG G-62)
RAILROAD R/W
RAILROAD R/W
RA
ILROAD
R
/W
RAILROAD R/W
EX
IS
T
R
/W
E
X
IS
T
R
/W
E
X
IST R
/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W
HILL STREETper COG F-1965)(70'
Nomi
nal
R/WEXIST R/W
HILL STREET
per COG F-1965)(70' R/W Nominal
(50' Nominal R/W- per PB 184, PG 94
BATTLEGROUND AVENUE
EXIST R/W
EXIST R/WEXI
S
T R/WEXI
S
T R/W (AP
P
ROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
DB 1735, PG 147
GPN 0003997
509 HILLSIDE DR.
CITY OF GREENSBORO
0068
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_7A.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
"F"
NAD 83
MATCHLINE -G2- STA 60+00 (SEE SHEET C6)MATCHLINE -G3- STA 70+00 (SEE SHEET C8)C7A
FOR INFORMATIONAL
PURPOSES ONLY
PERFORMED BY OTHERS UNDER A SEPARATE CITY PROJECT.
NOTE: IMPROVEMENTS SHOWN ON THIS SHEET ARE TO BE
-G2- STA 60+00 TO -G3- STA 70+00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAYDGVMDS
D
= CENTERLINE
= AERIAL ELECTRIC
= UNDERGROUND GAS
= WATER
= SANITARY SEWER
= STORM SEWER
= UNDERGROUND CABLE
= YARD INLET
= GRATE INLET
= CURB INLET
= STORM MANHOLE
= SANITARY MANHOLE
= UTILITY POLE
= TELEPHONE PEDESTAL
= TELECOMMUNICATIONS BOX
= GAS VALVE
= HYDRANT
= WATER VALVE
= WATER METER
STANDARD SYMBOLS AND ABBREVIATIONS
GV
T
MC
RR
COG
RR
COG
COG
RR
RR
SSSD
D
D SSSD
D
D
D
D
D
D
D
D
D SSSS-140
SS-141
SS-142
SS-147
SS-148
SS-149
SS-150
MH-124
MH-123
CI-139
CI-140
CI-141
CI-142
CI-143
CI-144
CI-145
CI-146
MH-122
YI-102

PID12
Z=745.049
Y=849892.656
X=1762728.664
PL
24"RCP
54"RCP
54"RCP54"RCP18" RCP24" RCP
1
5
" VCP
18" RCP
1
8"
R
C
P
18" RCP
15" RCP10" VCP12" CIP24" RCP60" RCP
60" RCP
12" CIP
12" VCP
12" V
C
P
8" V
C
P 8" VCP
8" VCP
6 " VCP10" VCP
10" VCP15" RCP
18" RCP
BR
IDGE
A
BRIDGE C12"VCP
S12" VCP
24" RCP
OUT(SE)=735.45
IN(NE)=737.66
IN(NW)=735.51
RIM=743.88
SSMH
1
5
" VCP
300001744.52gps2 300003744.57gps2 2nd shotIN(N)=740.42-8"VCPSSSSSW
W
W
W
W
W
W W
GTS 20"
20"CIP36"PCCP36"PCCP20"CIP 36"PCCP(TS)
(TS)(TS)(TS)(TS)(TS)(TS)(TS)(TS)
(TS)
(TS)(TS)
(TS)EOI EOI
24"CIP
EOI
EO
I24"DI
PCITY OF GREENSBORO
0056
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
ABERCROMBIE OIL COMPANY, INC
0055
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033VARIABLE WIDTH R/W SM
IT
H

S
T PKWYBENJAMINBATTLEGROUND AVE
RAILROAD R/W
RAILROAD R/W RAILROAD R/W
RAILROAD R/WEXIST R/W
EXIST R/W
E
XIS
T
R/WEXIST R/WAVE
BATTLEGROUND BENJAMIN PKWYEXIST R/W (APPROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)CREEKNORTH BUFFALO (APPROX)EXIST R/WSS EASEMENTPERMANENT GREENWAY EASEMENT
PROP RIGHT OF WAY
AREA (TYP)
MAINTENANCE
GREENWAY
30'FLOODWAYFLOODWAY
0812 0814
0809
0803
0805
0806
0818
0819
0810
R
E
TA
IN
2
4
" RC
P
0804
RETAIN
0807
0817
0815
RETAIN
CI (STD. NO. 402)
PROPOSED COG
0811
RETAIN EXIST 18" RCP
EXISTING 18" PIPE
CI (STD. NO. 402) INTO
TIE PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
COG CI
RETAIN EXIST
0802 CI (STD. NO. 402)
PROPOSED COG
0816 (STD. NO. 402)
PROPOSED COG CI
ABANDON
(STD. NO. 402)
COG CI
PROPOSED402)
(STD. NO.
COG CI
PROPOSED
COG MH
EXIST
TIE INTO
RETAIN EXIST COG DI
6 SY GFD
3 TONS
CLASS B RIP RAP
OUTLET PROTECTION
GRADE TO DRAIN
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
18" RCP-III
18" RCP-III
(STD. NO. 402)
EXIST COG CI
EXIST CI WITH
REMOVE AND REPLACE
15" RCP-III
18" RCP-III
OEP
0820
COG CI
ADJUST EXIST
(STD. NO. 435 GRATE 434)
PROPOSED COG DI
WATER VALVE
ADJUST
(STD. NO. 402)
EXIST CI WITH EXIST COG CI
REMOVE AND REPLACE
0801
0808 CI (STD. NO. 402)
PROPOSED COG
TO DRAIN TO CI
ENSURE CURB
18" RCP-III
18" RCP-III
18" RCP-
III
18" RCP-III
18" RCP-III
RCP-IV
15"
15" RCP-III
O
O
REMOVE AND REPLACE 18" RCP-III
ENSURE CURB TO DRAIN AWAY
18" RCP-III
COG CI W/ MH (STD. NO. 402)
REMOVE AND REPLACE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_8.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021C17ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH8
PROFESSION
ALE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
ELEV = 745.51'
-G3- STA 74+13.61
TIE TO PROP CURB RAMP
END GRADE
ELEV = 745.65'
-G3- STA 74+72.00
TIE TO PROP CURB RAMP
BEGIN GRADE
PROPOSED GRADE
BENJAMIN PKWYELEV = 745.92'
-G3- STA 75+00.00
TIE TO PROP CURB RAMP
END GRADE BATTLEGROUND AVEELEV = 745.26'
-G3- STA 75+78.00
TIE TO PROP CURB RAMP
BEGIN GRADE
EXISTING GROUND
ELEV = 742.11
-G3- STA 77+50
DITCH GRADE LT
BEGIN SPECIAL
ELEV = 743.08
-G3- STA 76+00
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 741.61
-G3- STA 77+25
DITCH GRADE RT
END SPECIAL
(+) 1.00%
(-) 4.44%(+) 1.19%
EXIST 24" RCP
INV 734.167
-G3- 71+27.16
CROSSING
54" RCP
EX
IST
10
" VCP
EXIST 54" RCP
(-)1
.3878%
(+)0.9643%
(+)1.0000%
(+)2.1429%(
-
)3.4545%
(+)0.7211%
PI = 77+28.00
EL = 744.71'
VC = 60'
PI = 76+73.00
EL = 746.61'
VC = 50'
PI = 76+38.00
EL = 745.86'
VC = 20'0802
0803
4.5
743.4
743.5
4.9
NA
NA
NA FT
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
BASE DISCHARGE
BASE FREQUENCY
DESIGN HW ELEVATION
DESIGN DISCHARGE
DESIGN FREQUENCY
=
=
=
=
=
=
YRS
CFS
FT
YRS
CFS
=
=
=
FT
YRS
CFS
10
PIPE HYDRAULIC DATA
25
0817 0816
0815
15" RCP-IV
STA. 77+37 -G3-COG MHRETAIN EXIST 736.64
736.88
737.62
@
1.0%
18" RCP
737.00
@
1
.0%
18"
RCP
735.54(745.60')STD 402 PROP COG CI(745.13')STD 402 PROP COG CI@ 1.1%15" RCPSTD 402 (744.38')PROP COG CISTD 402 (745.60')PROP COG CI0819
741.90 741.51
@ 1.0%
18" RCP
737.28
ELEV = 744.72'
-G3- STA 71+55.48
BOARDWALK
BEGIN PEDESTRIAN
ELEV = 744.62'
-G3- STA 72+59.44
BOARDWALK
END PEDESTRIAN
ELEV = 744.70'
-G3- STA 71+81.02
BRIDGE
BEGIN PEDESTRIAN
ELEV = 744.64'
-G3- STA 72+33.65
BRIDGE
END PEDESTRIAN
(-)0.0964%
PI = 72+80.00
EL = 744.60'
(+)2.4583%
VC = 40'
PI = 73+52.00
EL = 746.37'
VC = 20'
24" RCPRETAIN
18" RCP
RETAIN(744.54')RETAIN COG DI0820
0821
SS-148
SS-140
SS-141
INV 738.88
-G3- 74+42.61
CROSSING
10" VCP
(+)0.2041%
PI = 70+33.00
EL = 744.47'
VC = 40'
(SEE STRUCTURES PLANS)
RAILROAD INTERIOR BENTS.
AND BRIDGE. RETAIN EXISTING
PROP PEDESTRIAN BOARDWALK
(+)0.3131%
(+
) 1
.66%
ELEV = 737.86
-G3- STA 71+60
DITCH GRADE LT
END SPECIAL
(-) 6.55%ELEV = 738.51
-G3- STA 71+50
DITCH PI (LT)
ELEV = 740.86
-G3- STA 76+50
DITCH PI (RT)
733.17
TOP 742.27
EXIST 4.5" CIP
TOP 739.74
EXIST 4.5" CIP
TOP 739.33
EXIST 12" CIP
TOP 740.93
EXIST 24" CIP
735.85
"F"
C8
77 787172737576
NAD 83
70 MATCHLINE -G3- STA 70+00 (SEE SHEET C7)74 MATCHLINE -G3- STA 78+25 (SEE SHEET C9)728
732
736
740
744
748
728
732
736
740
744
748
-G3-
CROSS PIPE PROFILES
SEE SHEET C17 FOR
ADDITIONAL INFORMATION
SHEET INT6 FOR
SEE INTERSECTION DETAIL
CURB PROFILES
SEE SHEET C13 FOR
-G3- STA 70+00 TO STA 78+25
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
= 4053 CFS
= 6324 CFS
= 10 YRS
= 50 YRS
= 100 YRS
= 744.35 FT
= 745.73 FT
= 7600 CFS
= 745.92 FT
BRIDGE HYDRAULIC DATA
STA. 71+81.02 TO 72+33.65
PEDESTRIAN BRIDGE
DESIGN HW ELEVATION
= 744.38 FT
= <50 YRS
= 4300 CFSOVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
FEMA DISCHARGE
FEMA FREQUENCY
FEMA ELEVATION0100000102020202TYP
12'200' TAPER2
'-6" C&G10'11'11'12'15'
9'TYP02(SEE SIGNAL PLANS)
SIGNAL MODIFICATION
5'
SIDEWALK (BY OTHERS)
TIE TO BENJAMIN PARKWAY
1 2
1
1
1
1 2
6
6
6
6
5
5
RAIL (TYP)
PROP BRIDGE
FENCE
AND CABLE
PROP POST
12'
1
1 10'
02
0 1
00010202010001028
(SEE STRUCTURE PLANS)
BRIDGE TRESTLE
REMOVE EXIST
8
8
8
25'1
010101010000(SEE STRUCTURE PLANS)
PEDESTRIAN BRIDGE
PROP BOARDWALK AND
5
(2' MINIMUM)
CONSTRUCT ASPHALT AROUND MH
ADJUST MH FLUSH WITH PROP ASPHALT
REMOVE FREE FLOW RIGHT TURN LANE
-Y11- POT Sta. 10+71.00
BEGIN CONSTRUCTION
BEGIN MILLING & RESURFACING
END MILLING & RESURFACING
-Y10- POT Sta. 12+82.00
BEGIN CONSTRUCTION
END MILLING & RESURFACING
-Y9- POC Sta. 11+40.00
BEGIN CONSTRUCTION
5
6
6
6
STD. NO. 848.03 (WIDE FLARE)
(TIE TO EXIST WIDTH)
PROP 29.5' DRIVEWAY15'17'
GEOTECHNICAL BORING (TYP)
-Y9- PT Sta. 12+34.00
-Y11- POT Sta. 11+70.56 =
-Y9- POC Sta. 11+99.16
-G3- POT Sta. 74+48.50 =
-Y11- POT Sta. 14+39.65
-Y11- PC Sta. 12+71.32
-Y10- PT Sta. 11+98.67
-Y9- POT Sta. 10+00.00
-Y9- PC Sta. 10+54.03
-Y11- PC Sta. 10+00.00
-Y10- PC Sta. 10+00.00
-Y11- POT Sta. 11+75.46 =
-Y11- Sta. 12+12.13
-G3- Sta. 75+27.77 =
Sta. 70+58.49
-G3- PRC
-G3- PT Sta. 71+42.23
-G3- PRC Sta. 73+26.12
-G3- PC Sta. 72+96.83
-G3- PCC Sta. 73+73.45
-G3- PT Sta. 74+20.79
Sta. 75+75.60
-G3- PC
-G3- PT Sta. 75+03.74
Sta. 77+06.90
-G3- PRC
71+0072+0073+0074+001
1
+0
0 75+0013+0014+0077+0078+0011+0012+00-G3-
-Y9--Y10-Sta. 74+91.32
-G3- PC
Sta. 11+72.06
-Y10- PCC
11+0012+00-G3A- POT Sta. 12+05.00
-G3A- PT Sta. 11+42.40-G3A--G3A- PRC Sta. 10+80.28
-G3A- PRC Sta. 11+12.66
-G3A- PRC Sta. 10+44.00
-G3A- PC Sta. 10+00.00
-G3- PT Sta. 78+21.51
Sta. 11+24.35
-Y11- PT
-Y
11--Y11-
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
60.16' RT
-G3- STA 70+39.15
DEP
LIGHT POLE 801
RETAIN
66.01' RT
-G3- STA 74+93.93
DEP
UTILITY POLE 812
RETAIN
55.75' LT
-G3- STA 71+66.13
DEP
UTILITY POLE 802
RETAIN
48.97' RT
-G3- STA 72+49.25
DEP
UTILITY POLE 803
RETAIN
19.75' LT
-G3- STA 72+92.47
DEP
UTILITY POLE 804
RETAIN
55.80' LT
-G3- STA 73+57.80
DEP
UTILITY POLE 805
RETAIN
47.62' RT
-G3- STA 75+14.72
DEP
UTILITY POLE 814
RETAIN
38.39' RT
-G3- STA 73+72.42
DEP
UTILITY POLE 806
RETAIN
103.97' RT
-G3- STA 75+02.28
DEP
UTILITY POLE 815
RETAIN
19.32' RT
-G3- STA 75+73.29
DEP
UTILITY POLE 816
RETAIN
59.79' LT
-G3- STA 74+18.77
COG
CCTV 808
RETAIN
55.58' RT
-G3- STA 75+66.98
NS
RRCS 817
REMOVE
52.41' LT
-G3- STA 74+52.60
COG
MAST ARM 809
RETAIN
116.66' LT
-G3- STA 76+42.30
DEP
UTILITY POLE 818
RETAIN
46.13' RT
-G3- STA 77+28.22
NS
RRCS 819
REMOVE
160.35' LT
-G3- STA 76+11.35
DEP
SL 813
RETAIN
13.86' RT
-G3- STA 74+12.88
NS
RRCS 807
REMOVE
5.84' LT
-G3- STA 74+73.81
NS
RRCS 810
REMOVE
11.86' RT
-G3- STA 74+72.96
COG
SIGNAL POLE 811
RETAIN
PL
D
D
D
SSSD SD D
D DD
D S240006755.20SSMHSS-151
SS-152
SS-153
SS-154
SS-155

60" RCP18" RCP15" RCP18" RCP18" RCP18" RCP
18" RCP
8" VCP
8" PV C
24" RCP15"
R
C
P
18" RCP
8" VCP
8" VCP
8" DIP3" DI
P8" VCP 8" VCP8" VCP
8" VCP15" RCP18" RCP
24"CIP24"CIP12"CIP
8"CIP20"CIP20"CIP
DB 2201, PG 138
GPN 0006656
1027 BATTLEGROUND AVE.
CITY OF GREENSBORO
0034
DB 74, PG 65
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
DB 1713, PG 425
GPN 0006657
1049 R1 BATTLEGROUND AVE.
CITY OF GREENSBORO
0035
1031 BATTLEGROUND AVE.
GPN 0006655
DB 1091, PG 341 (TRACT 1)
CITY OF GREENSBORO
DB 2201, PG 138
GPN 0006656
1027 BATTLEGROUND AVE.
CITY OF GREENSBORO
0057
DB 817, PG 228
GPN 0006654
1000 GRECADE ST.
DUKE POWER COMPANY
0058
DB 1713, PG 433
GPN 0006653
1049 BATTLEGROUND AVE.
CITY OF GREENSBORO
0059
DB 2254, PG 652
GPN 0006676
1051 BATTLEGROUND AVE.
CITY OF GREENSBORO
0060
DB 4778, PG 166
GPN 0006675
1103 1107 BATTLEGROUND AVE.
WOOD PROPERTIES LIMITED PARTNERSHIP
0061
PB 16, PG 80
DB 4778, PG 171
GPN 0006670
1324 SEMINOLE DR.
A NORTH CAROLINA LIMITED PARTNERSHIP
WOOD PROPERTIES LIMITED PARTNERSHIP,
0036_B
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
WESTOVER TERRACE II, LLC,
0062
PB 73, PG 12
DB 7800, PG 2513
GPN 0006647
1201 BATTLEGROUND AVE.
DB 4778, PG 166
GPN 0006674
1324 SEMINOLE DR.
A NORTH CAROLINA LIMITED PARTNERSHIP
WOOD PROPERTIES LIMITED PARTNERSHIP,
0036_A
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
GRECADE STREET(105" Nomial R/W per COG F-2751)
BATTLEGROUND AVENUE
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
EXIST R/W
EXIST R/W
EXI
ST R/
W (APPROX)
MAINTENANCE AREA
GREENWAY
30'
AREA (TYP)
MAINTENANCE
GREENWAY FLOOD (BFE)1% ANNUAL CHANCE
TO DRAIN
GRADE
0901
0902
18" RCP
RETAIN EXIST
COG MH
RETAIN EXIST
0904
END 18" RCP-III
PROPOSED OPEN
0903EXIST COG CI
RETAIN & TIE TO
END 18" RCP-III
PROPOSED OPEN
EST 10 SY
EST 5 TONS
CLASS B RIP RAP
OUTLET PROTECTION
RETAIN
RETAIN
R
E
T
AINRETAINRETAIN
RETAIN
RETAIN
SYSTEM
RETAIN EXIST
SHEET T7
SEE DETAIL 5
FALSE SUMPRETAINTIE INTO EXIST SYSTEM
(STD. NO. 435 GRATE 434)
PROPOSED COG DI
1% ANNUAL CHANCE FLOOD (FUTURE)
0905OO
EL = 748.73'
EXISTING GROUND
PROPOSED GRADE
ELEV = 755.01
-G3- STA 84+10.00
END GRADE
ELEV = 743.89
-G3- STA 79+00
DITCH GRADE LT
END SPECIAL
ELEV = 743.98
-G3- STA 78+47
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 746.00
-G3- STA 80+75
DITCH GRADE RT
END SPECIAL
(+) 0.89%
EXIST 8" VCPEXIST 8" VCP
EXIST 8" DIP
EXIST 8" VCP
(+)0.7211%
(+)3.5849%
PI = 80+75.00
(+)1.8750%
PI = 80+22.00
VC = 70'
EL = 746.83'
VC = 20'
(+) 1.86%
4.7
753.0
753.2
5.2
NA
NA
NA FT
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
BASE DISCHARGE
BASE FREQUENCY
DESIGN HW ELEVATION
DESIGN DISCHARGE
DESIGN FREQUENCY
=
=
=
=
=
=
YRS
CFS
FT
YRS
CFS
=
=
=
FT
YRS
CFS
10
PIPE HYDRAULIC DATA
25
0902 0903
0904
END PIPEPROP OPEN733.42
733.74
745.50
744.44
@ 10.2%
18" RCP COG MHRETAIN EXIST @ 2.4%18" RCP
(743.78')STD 435 PROP COG DI0905
0906
SS-152
SS-151
SS-153
SS-154
ELEV = 745.50
-G3- STA 80+90
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 753.76
-G3- STA 84+10
DITCH GRADE RT
END SPECIAL
ELEV = 751.00
-G3- STA 83+85
DITCH PI (RT)
(+) 11.04%ELEV = 754.23
-G3- STA 84+25
DITCH GRADE LT
END SPECIAL
ELEV = 751.85
-G3- STA 84+06
DITCH PI (LT)
ELEV = 754.27
-G3- STA 83+80
DITCH GRADE LT
BEGIN SPECIAL(-) 9.32
%
(+) 1 2 .5 3 %(+) 1.19%
751.85'
18" RCP-III
STA 84+00 -G3-
734.34
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_9.dgnDETAILED
12/17/2021C17
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTTIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH8
SHEET T5)
PAVEMENT PATCH (SEE DETAIL PROFESSION
ALE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
"F"
C9
85 867980818384
NAD 83
82
736
740
744
748
752
756
744
748
752
756
736
740
-G3-MATCHLINE -G3- STA 78+25 (SEE SHEET C8)78+25
732732
-G3- STA 78+25 TO STA 84+10
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
TYP
12'15'12'TYP02TYP02-G3- POT STA 84+10.00
END CONSTRUCTION
CITY PROJECT P-05644A-04
END A&Y GREENWAY
CITY PROJECT P-05644-04
TIE TO A&Y GREENWAY
0201000102028
8
8
BY OTHERS
PROPOSED GREENWAY
8 8
END MILLING & RESURFACING
-Y11- POT Sta. 14+83.00
END CONSTRUCTION
RETAIN EXIST MANHOLE
GEOTECHNICAL BORING (TYP)
-Y11- POT Sta. 15+94.00
-G3- PC Sta. 79+06.10
-G3- PRC Sta. 79+89.84
-G3- PRC Sta. 80+73.41
-G3- PRC Sta. 82+10.11
-G3- PRC Sta. 83+39.71
-G3- PT Sta. 84+06.20
15+0079+0080+0081+0082+0083+0084+0085+0086+00-Y11-
-G3-
-G3-
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
24.27' RT
-G3- STA 78+25.60
DEP
UTILITY POLE 901
RETAIN
17.52' LT
-G3- STA 79+18.81
DEP
UTILITY POLE 902
RETAIN
29.72' LT
-G3- STA 79+23.92
DEP
AREA LIGHT 903
RETAIN
19.23' RT
-G3- STA 79+45.09
DEP
UTILITY POLE 904
RETAIN
69.68' LT
-G3- STA 82+30.38
DEP
UTILITY POLE 912
RETAIN
27.58' LT
-G3- STA 80+03.56
DEP
UTILITY POLE 906
RETAIN
56.56' LT
-G3- STA 83+77.43
DEP
UTILITY POLE 914
RETAIN
53.45' LT
-G3- STA 84+48.41
DEP
UTILITY POLE 915
RETAIN
59.69' LT
-G3- STA 80+82.22
DEP
UTILITY POLE 908
RETAIN
73.80' RT
-G3- STA 84+33.89
DEP
UTILITY POLE 916
RETAIN
56.43' LT
-G3- STA 81+43.26
DEP
UTILITY POLE 909
RETAIN
74.13' RT
-G3- STA 84+35.63
DEP
UTILITY POLE 917
RETAIN
33.67' RT
-G3- STA 81+80.16
DEP
UTILITY POLE 910
RETAIN
44.04' LT
-G3- STA 82+14.49
DEP
UTILITY POLE 911
RETAIN
55.86' LT
-G3- STA 79+83.57
PRIVATE
AREA LIGHT 905
RETAIN
27.32' RT
-G3- STA 80+24.94
DEP
LIGHT POLE 907
RETAIN
35.88' RT
-G3- STA 82+74.04
DEP
LIGHT POLE 913
RETAIN
49.83' RT
-G3- STA 84+54.67
DEP
AREA LIGHT 918
RETAIN
49.44' LT
-G3- STA 85+63.14
DEP
UTILITY POLE 919
RETAIN
BUILDING
S8"VCP8"VCP
8"VCP8"VCPC.O.C.O.C.O.C.O.
GENCAR, LLC
0067
410 SPRING GARDEN ST.
GPN 0001688
DB 6869, PG 72
DS CHANEY PROPERTIES #4, LLC
412 BLANDWOOD AVE.
GPN 0001677
DB 5854, PG 2895
DS CHANEY PROPERTIES #3, LLC
436A SPRING GARDEN ST.
GPN 0001678
DB 5835, PG 1235
433 SPRING GARDEN, LLC
0066
a North Carolina limited liability company
437-441 SPRING GARDEN ST.
GPN 0001419
DB 7996, PG 1687
433 SPRING GARDEN, LLC
a North Carolina limited liability company
433 SPRING GARDEN ST.
GPN 0001430
DB 7996, PG 1687
FA CC SPRING GARDEN, LLC
a North Carolina limited liability company
431 SPRING GARDEN ST.
GPN 0001420
DB 8037, PG 1331
STEVEN D MAKINSON
AND WIFE
LINDA S MAKINSON
425 SPRING GARDEN ST.
GPN 0001421
DB 4872, PG 1899
JOSEPH H MCBANE
REVOCABLE LIVING TRUST
421 SPRING GARDEN ST.
GPN 0001422
DB 7642, PG 2350
S EDGEWORTH STBLANDWOOD AVES EUGENE CTSPRING GARDEN ST
(VARIABLE R/W PER COG G-DRAWING 252-A)
N
72° 08' 50"W
56.89'(45' NOMINAL R/W )N83° 24' 07"W
65.55'
PROP RIGHT OF WAY (TYP)
RETAIN EXIST CI
SYSTEM
RETAIN EXIST
NCDOT STD. NO. 840.31PROPOSED JB W/ MH COVER
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_10.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAILNAD 83"F"
C10MATCHLINE -Y1- STA 14+30 (SEE SHEET C1)-Y1- STA 21+12 TO STA 14+30
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
-G1- POC Sta. 10+22.00BEGIN CONSTRUCTIONCITY PROJECT P-05645-04GREENWAY PHASE 4BEGIN DOWNTOWN
12'
4'
125' TAPER80'+00+25+00+4011'
5'
15'
4'
13.5'
10'
RETAIN EXIST CURB
-Y1- POC Sta. 18+90.00
END CONSTRUCTION
11'
4'R
TYPE 2B
TYPE 2B
TYPE 1A
TYPE 1
MOD
TYPE 1
MOD
TYPE 1
6
6
6
6
6 6
5'
260' TAPER
END MILLING & RESURFACING
ADJUST MANHOLES (TYP)
ADJUST WATER VALVES (TYP)
3 3
3
3
GEOTECHNICAL BORING (TYP)
2'-6" C&6
2'-6" C&6
11.25'
5'
5'
10'
10'
10'
10'
10'
10'
9.5'R
5'
5'
5'-G1- PCC Sta. 10+06.0515+0020+00-Y1- PC Sta. 18+43.75
-Y1- PT Sta. 20+65.12
-Y1- POT Sta. 21+12.00
-Y1-
CURB STONE (TYP)
CURB STONE (TYP)
CONC SIDEWALK
CONC SIDEWALK FODB 5835, PG 1214
902 W. MARKET ST.
#1 LLC
PROPERTIES
D S CHANEY
CPB 2, PG 158
DB 3336, PG 359
GPN 0061540
904 W. MARKET ST,
DEVLOPMENT PROPERTIES
DB 6966, PG 2271
GPN 0003742
925 W. MARKET ST.
STANLEY PROPERTY MANAGEMENT, LLC
DB 3675, PG 541
GPN 0003759
841 W. MARKET ST.
GREENSBORO COLLEGE, INC.
DB 7437, PG 786
GPN 003937
830 W. MARKET ST.
APARTMENTS, LLC
SPARTAN HEIGHTS
DB 6438, PG 1784
GPN 0003743
903 W. MARKET ST.
JOHN D. BARTENFIELD
DB 3750, PG 86
GPN 0003760
843 W. MARKET ST.
PATRICIA C. WEST
and
CHARLES H. WEST, JR.
DB 7716, PG 591
GPN 0006540
1000 W. MARKET ST,
PROPERTIES
DALEN INVESTMENT
0064
DB 7896, PG 1254
GPN 0003933
900 W. MARKET ST.
PATRICIA C. WEST
WEST, JR. and
CHARLES H.
DB 3528, PG 2024
GPN 0006264
102 S. MENDENHALL ST.
GREENSBORO BOXWOOD ASSOCIATION, INC.
0065
PB 11, PG 14DB 3440, PG 1053GPN 0003938814 W. MARKET ST.RICHARD A. LANE0005DB 3675, PG 541
GPN 0003759
841 W. MARKET ST.
GREENSBORO COLLEGE, INC.
DB 7437, PG 786
GPN 003937
830 W. MARKET ST.
SPARTAN HEIGHTS APARTMENTS, LLC
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004MENDENHALL ST.MENDENHALL ST.70' NOMINAL R/W50' NOMINAL R/W30' NOMINAL R/W12' ALLEYWILSON ST.EXIST R/W EXIST R/W
EXIST R/WEXIST R/W EXIST R/W
EXIST R/W
(SR 3841)
MARKET STREET W.EXIST R/WEXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
(SR 3841)
MARKET STREET W.
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_11.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
"F"NAD 83C11NAD 83MATCHLINE SEE SHEET C4
MATCHLINE -Y4- STA 18+70 (SEE SHEET C3)MATCHLINE -Y4- STA 13+75 (SEE THIS SHEET)MATCHLINE -Y4- STA 13+75 (SEE THIS SHEET)HOZI: 1"=30'-Y4- STA 9+00 TO STA 18+70
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
COMPLIANT AND NEED TO BE REPLACED
DETERMINE DRIVEWAYS THAT ARE NOT ADA
AS DIRECTED BY THE CITY. CITY INSPECTOR TO
NOTE: CONTRACTOR TO REPLACE DRIVEWAYS21'21'EXIST
EXISTEXIST
(1 1/2" DEPTH)
MILL AND RESURFACE
20'R
20'R
10'R 10'R
RIGHT-TURN LANE
ACCOMMODATE NEW
SHIFT SIGNAL HEAD TO21'21'-Y4- POT Sta. 9+19.00
BEGIN CONSTRUCTION
BEGIN MILLING & RESURFACING
15'R 3'R
8'R
15'R
TYPE 2A TYPE 2A
TYPE 2A
TYPE 2A
TYPE 1 TYPE 2A
TYPE 3 13+0012+0011+00-Y4-
-Y4- POT Sta. 9+00.00
21'21'(1 1/2" DEPTH)
MILL AND RESURFACE21'21'VALVE
WATER
ADJUST
TYPE 1
TYPE 1 (1 1/2" DEPTH)MILL & RESURFACE18+90.00 LT18+83.05 TO-Y4- STAGRANITE CURBREMOVE & RESET -Y4- PT Sta. 15+44.56-Y4- PC Sta. 14+26.70 -G2- PC Sta. 36+97.2218+0017+0016+0015+0014+0037+00-Y4-
2476
775.63
TA
2426
767.84
TC
D
D
D
D
D
D D D
SSS15" RCP S
SSTOP=780.03'RIM=780.25'6"6"ENDEOIEOIDB 6494, PG 274
DB 6920, PG 1018
GPN 0003914
501 GUILFORD AVE.
A NORTH CAROLINA CORPORATION
MICHAEL W. HALEY FOUNDATION, INC.,
0007
258DB 5237, PG GPN 0003913200 WILSON STDOERNERE. TODD 0063EXIST R/W SS EASEMENTEASEMENT (TYP)
TEMP CONSTRUCTION
EASEMENT
PERMANENT SIDEWALK RETAINRETAIN
RETAIN
RETAIN EXIST CI
EXIST CI
RETAIN
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_12.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021C17ALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH8
PROFESSION
ALE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PROPOSED GRADE
EXISTING GROUND
PI = 10+72.00
EL = 766.18'
PI = 11+92.00
EL = 764.97'
PI = 12+25.00
EL = 764.87'
(-)0.3030%
(-)5.0000%PI = 12+42.00
EL = 764.02'
PI = 12+75.00
EL = 764.75'
(+)2.2121%
(-)0.8414%
PI = 14+20.00
EL = 763.53'
(+)4.3996%
VC = 90'
VC = 24'
VC = 10'
VC = 50'
VC = 30'
VC = 30'
ELEV = 766.78'
-G2- STA 39+48.26 (6' LT)
-G2A- STA 14+93.87 =
END GRADE
(-)1.0083%
PI = 12+75.00
EL = 764.75'
PI = 14+20.00
EL = 763.53'
VC = 90'
VC = 30'
ELEV = 766.94'
-G2A- STA 10+52.00
BEGIN GRADE
(-
)3.8000%NAD 83MATCHLINE -G2A- STA 13+00 (SEE SHEET C4)C12
"F"
754
758
762
766
770
774
1098 11 12 13 14 15 16
-G2A-
778
754
758
762
766
770
774
778
HUNT ST (CLOSED)
-G2A- STA 10+00 TO STA 13+00
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
3
2 7
5'
-G2A- POT Sta. 10+52.00
BEGIN CONSTRUCTION
5'01000201027
AREA
STAGING
STD. NO. 848.03
PROP 16' DRIVEWAY
-G2A- STA. 10+52.00 RT
GRANITE CURB
BEGIN REMOVE AND RESET
-G2A- STA. 12+34.70 RT
GRANITE CURB
END REMOVE AND RESET
BORING (TYP)
GEOTECHNICAL
-G2A- PT Sta. 12+91.77
-G2A- PC Sta. 12+39.70
-G2A- PRC Sta. 12+64.07
-G2A-
Sta. 10+00.00
-G2A- POT 12+0011+0018.89' LT-G2- STA 38+13.49DEPUTILITY POLE 4021201
1202 1203
1205
1204
39.36' RT
-G2A- STA 9+91.02
DEP
LIGHT POLE 1201
RETAIN
49.60' RT
-G2A- STA 11+61.41
DEP
LIGHT POLE 1205
RETAIN
2.23' RT
-G2A- STA 10+48.81
DEP
LIGHT POLE 1202
RETAIN
0.80' LT
-G2A- STA 12+23.09
DEP
LIGHT POLE 1204
RELOCATE
1.51' RT
-G2A- STA 11+50.78
DEP
LIGHT POLE 1203
RELOCATE
HOZI: 1"=20'VERT: 1'=2'K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_13_pfl.dgnC17
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
HOZI: 1"=30'VERT: 1'=3'
CITY OF GREENSBORO
ENGINEERING DIVISION
OF
SHEET NO.
SCALE:
CHECKED
DETAILED
DESIGNED
JOB NO.
BY
BY
BY
BENCH MARKSAUTH. DATEAS-BUILTCONTRACTORCONTRACTTYPEREVISIONS
ROADWAY
SEWER
WATER
SIDEWALK12/17/2021CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
P-5991
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
EXISTING GROUND
PI = 10+08.00
EL = 748.70'
(+)4.5000%
PI = 10+78.00
EL = 751.85'
VC = 30'
PI = 11+18.00
EL = 752.71'
(+)2.1500%
VC = 50'
(+)2%
EXISTING GROUND
(+)4.9600%
ELEV = 753.95
-Y6- STA 11+43.00
END GRADE
ELEV = 748.54
-G2- STA 56+82.00
-Y6- STA 10+00.00 =
BEGIN GRADE
ELEV = 748.70'
-Y6- STA 10+08.00
BEGIN GLULAM BRIDGE
ELEV = 750.86'
-Y6- STA 10+56.00
END GLULAM BRIDGE
PROPOSED GRADE
DESIGN DISCHARGE
DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
= 956 CFS
= 1289 CFS
= 10 YRS
= <10 YRS
BRIDGE HYDRAULIC DATA
= 749.16 FT
= 800 CFS
= 748.70 FT
= 749.49FT
= 25 YRS
PI = 11+34.22
EL = 760.40'
PI = 11+68.22
EL = 760.93'
PI = 11+90.22
EL = 761.73'
PI = 11+96.22
EL = 761.78'
PI = 12+14.00
EL = 762.46'
VC = 30'
(-)1.0000%
(+)1.5588%
(+)0.8333%
(+)3.8245%
(+)7.3843%
(+)2%(+)5%
PI = 11+80.22
EL = 761.53'
VC = 10'
VC = 24'
ELEV = 760.45'
-Y5- STA 11+29.22
BEGIN GRADE
ELEV = 764.47
-Y5- STA 12+41.22
END GRADE
ELEV = 761.63'
-G2- STA 44+68.27
-Y5- STA 11+85.22 =
PI = 9+87.00
PI = 12+03.00
EL = 745.17'
PI = 12+53.00
EL = 745.44'
VC = 80'
PI = 13+33.00
EL = 744.46'
VC = 80'
PI = 9+62.00
EL = 744.87'
(-)0.7059%
(-)1.0000%
PI = 9+87.00
EL = 744.62'
(+)1.5000%
PI = 12+03.00
EL = 745.17'
PI = 12+53.00
EL = 745.44'
(+)0.5400%
(-)1.2250%
VC = 80'
PI = 13+33.00
EL = 744.46'
(+)1.2214%
VC = 20'
ELEV = 745.11'
-Y10- STA 12+82.00 (17.00' RT)
-CP01- STA 9+28.00 =
BEGIN GRADE
ELEV = 745.11'
-Y11- STA 14+83.00 (15.00' LT)
-CP01- STA 14+29.46 =
END GRADE
ELEV = 744.36'
-Y10- STA 10+79.74 (9.00' RT)
-CP01- STA 11+34.20 =
ELEV = 745.16'
-Y11- STA 12+49.72 (25.00' LT)
-CP01- STA 12+04.19 =
ELEV = 744.70'
-Y11- STA 13+83.00 (25.00' LT)
-CP01- STA 13+31.59 =744.62744.78(-)0.3171%
(+)0.7826%
(-)0.3000%
(-)0.8667%
PI = 11+31.00
EL = 744.09'
VC = 92'
EL = 744.61'
PI = 10+71.00
PI = 10+48.00
EL = 744.43'
PI = 10+28.00
EL = 744.49'
VC = 10'
VC = 30'
VC = 10'
10 11 12
746
742
750
738
754
758
762
C13
SEE SHEET C6 FOR PLAN VIEW
"F"
SEE SHEET C5 FOR PLAN VIEW
778
750
754
758
762
766
770
774
11 12
740
744
748
10 119 12 13 14 15
SEE SHEETS C8 AND C9 FOR PLAN VIEW
-Y5- GUILFORD AVE -Y6- EXIST DOWNTOWN GREENWAY
-CP01- BATTLEGROUND AVE (-Y11-)BENJAMIN PKWY (-Y10-)
13
CURB PROFILE
JOB NO.CITY OF GREENSBORO
SHEET NO.
OF
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_14.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
C14
NOT TO SCALE
HORIZONTAL ALIGNMENT CURVE DATA
-Y6-
-G3-
-G1-
-G1-
-G2-
-Y1-
PI Sta 11+69.38
D
L = 21.26'
T = 10.67'
R = 100.00'
-Y3-
PI Sta 20+95.46
D
L = 58.88'
T = 29.44'
R = 15,000.00'
-G2-
-G2A-
PI Sta 11+98.35
D
L = 100.64'
T = 50.33'
R = 1,915.00'
PI Sta 13+56.85
D
L = 208.65'
T = 108.19'
R = 320.00'
-Y7-
PI Sta 16+07.26
D
L = 298.69'
T = 149.95'
R = 1,360.00'
-Y8--Y9--Y10-
-Y4-
PI Sta 14+85.63
D
L = 117.86'
T = 58.93'
R = 10,000.00'
PI Sta 14+02.17
D
L = 148.13'
T = 75.37'
R = 325.50'R = 447.00'
PI Sta 12+74.42
D
L = 105.26'
T = 52.87'T = 51.80'
PI Sta 11+70.41
D
L = 102.93'
R = 371.50'
L = 179.97'
PI Sta 11+46.50
D
T = 92.47'
R = 318.00'
PI Sta 10+88.32
D
L = 172.06'
T = 88.32'
R = 309.00'
PI Sta 11+85.36
D
L = 26.61'
T = 13.31'
R = 1,658.00'
-Y11-
PI Sta 13+56.38
D
L = 168.33'
T = 85.06'
R = 475.00'
PI Sta 10+62.28
D
L = 124.35'
T = 62.28'
R = 900.50'
-G3-
PI Sta 11+20.54
D
L = 43.16'
T = 22.20'
R = 75.00'
PI Sta 32+34.97
D
L = 49.19'
T = 25.52'
R = 75.00'
PI Sta 32+75.93
D
L = 32.10'
T = 17.28'
R = 35.00'
PI Sta 27+40.60
D
L = 287.35'
T = 143.98'
R = 1,800.00'
PI Sta 18+07.57
D
L = 37.40'
T = 19.10'
R = 75.00'
PI Sta 18+82.62
L = 11.10'
T = 5.63'
R = 27.00'
PI Sta 18+93.72
D
PI Sta 20+05.23
D
L = 22.85'
T = 14.31'
R = 15.00'
PI Sta 21+16.42
D
L = 205.22'
T = 102.65'
R = 3,000.00'
PI Sta 16+85.08
D
L = 208.34'
T = 104.95'
R = 698.30'
PI Sta 14+28.24
D
L = 34.23'
T = 19.85'
R = 27.00'
PI Sta 14+62.45
D
L = 38.30'
T = 19.83'
R = 60.00'
PI Sta 13+18.95
D
L = 14.11'
T = 8.52'
R = 10.00'
PI Sta 9+35.17
D
L = 142.25'
T = 71.37'
R = 700.00'
PI Sta 10+40.71
D
L = 62.86'
T = 34.66'
R = 60.00'
PI Sta 12+51.67
D
L = 57.93'
T = 30.50'
R = 75.00'
D
L = 11.10'
T = 5.63'
R = 27.00'
PI Sta 35+50.14
D
L = 27.47'
T = 13.89'
R = 75.00'
PI Sta 35+79.11
D
L = 30.76'
T = 15.39'
R = 300.00'
PI Sta 37+28.87
D
L = 63.26'
T = 31.65'
R = 800.00'
PI Sta 37+92.13
D
L = 63.26'
T = 31.65'
R = 800.00'
PI Sta 40+69.82
D
L = 35.44'
T = 17.73'
R = 400.00'
PI Sta 41+04.20
D
L = 33.32'
T = 16.67'
R = 400.00'
PI Sta 42+27.31
D
L = 212.82'
T = 106.45'
R = 3,000.00'
PI Sta 43+75.80
D
L = 82.14'
T = 42.13'
R = 150.00'
PI Sta 44+29.72
D
L = 27.49'
T = 13.90'
R = 75.00'
PI Sta 45+06.42
D
L = 26.27'
T = 14.28'
R = 27.00'
PI Sta 45+52.58
D
L = 64.11'
T = 34.16'
R = 75.00'
PI Sta 47+07.58
D
L = 58.19'
T = 29.13'
R = 500.00'
PI Sta 47+66.25
D
L = 59.16'
T = 29.61'
R = 500.00'
PI Sta 56+24.72
D
L = 219.74'
T = 110.10'
R = 1,400.00'
PI Sta 57+65.38
D
L = 58.83'
T = 31.02'
R = 75.00'
PI Sta 58+89.46
D
L = 187.99'
T = 96.27'
R = 354.00'
PI Sta 60+53.78
D
L = 145.05'
T = 72.60'
R = 1,326.00'
PI Sta 61+77.13
D
L = 88.13'
T = 50.90'
R = 70.36'
PI Sta 62+27.18
D
L = 25.63'
T = 12.82'
R = 477.00'
PI Sta 66+26.12
D
L = 44.00'
T = 22.06'
R = 250.00'
PI Sta 70+16.27
D
L = 84.51'
T = 42.29'
R = 800.00'
PI Sta 71+00.40
D
L = 83.74'
T = 41.91'
R = 800.00'
PI Sta 73+11.77
D
L = 29.29'
T = 14.94'
R = 60.00'
PI Sta 73+51.09
D
L = 47.33'
T = 24.97'
R = 60.00'
PI Sta 73+97.12
D
L = 47.35'
T = 23.68'
R = 871.00'
PI Sta 74+98.47
D
L = 12.41'
T = 7.15'
R = 10.00'
PI Sta 76+65.47
D
L = 131.31'
T = 89.87'
R = 75.00'
PI Sta 77+69.00
D
L = 114.61'
T = 62.10'
R = 120.00'
PI Sta 79+48.25
D
L = 83.74'
T = 42.14'
R = 300.00'
PI Sta 80+32.24
D
L = 83.57'
T = 42.40'
R = 200.00'
PI Sta 14+37.68
L = 41.96'
T = 21.54'
R = 75.00'
PI Sta 14+72.36
D
L = 28.33'
T = 14.26'
R = 100.00'
D
PI Sta 14+02.42
L = 27.61'
T = 13.90'
R = 100.00'
D
PI Sta 12+78.28
L = 27.70'
T = 14.22'
R = 50.00'R = 50.00'
D
PI Sta 12+52.13
L = 24.36'
T = 12.43'
D
PI Sta 81+42.43
L = 136.70'
T = 69.02'
R = 400.00'
PI Sta 82+75.94
L = 129.61'
T = 65.83'
R = 300.00'
PI Sta 83+73.04
L = 66.49'
T = 33.32'
R = 400.00'
PI Sta 10+62.16
D
L = 36.28'
T = 18.16'
R = 321.50'
PI Sta 10+96.50
D
L = 32.38'
T = 16.22'
R = 200.00'
PI Sta 11+27.64
D
L = 29.75'
T = 14.98'
R = 100.00'
-G3A-
PI Sta 10+23.04
D
L = 44.00'
T = 23.04'
R = 60.00'
DDD
PI Sta 9+73.03
D
L = 88.68'
T = 44.42'
R = 600.00'
PI Sta 11+32.69
D
L = 229.21'
T = 115.40'
R = 795.00'
PI Sta 19+57.07
D
L = 221.37'
T = 113.32'
R = 420.00'
-G2A-
0+00 0+50 1+00 1+50 1+86
740
745
750
755
760
765
770770
Elev. 762.500405Elev. 764.890404Elev. 767.090403Elev. 769.6804020402
SLOPE
1
.82%
15
in
RC
P
ipe
LENGTH
102
.18
0403SLOPE 4.06%15i
n RC Pi
peLENGTH 36.060404
SLOPE 0.46%
18in RC Pipe
LENGTH 39.76764.66762.81762.72761.26761.18761.00HOZI: 1"=20'VERT: 1'=2'K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_pipe_pfl.dgnC17
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
HOZI: 1"=30'VERT: 1'=3'
CITY OF GREENSBORO
ENGINEERING DIVISION
OF
SHEET NO.
SCALE:
CHECKED
DETAILED
DESIGNED
JOB NO.
BY
BY
BY
BENCH MARKSAUTH. DATEAS-BUILTCONTRACTORCONTRACTTYPEREVISIONS
ROADWAY
SEWER
WATER
SIDEWALK12/17/2021CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
P-5991
-Y1- 11+61-G1- 12+60
785
790
795
780
800
805
-Y1- 11+83
810
785
790
795
780
800
805
810
0102
0119
0108
0107
0120
0117
0116
0209
02030204
02050206
0210
0212
798.36
797.70
795.50
778.12
784.31
781.97
782.37
781.17
775.87
0101
0102
799.68
797.70(799.76')OEPEXIST STD 401 (803.60')PROP COG MH(803.60')STD 401PROP COG MH(802.93')COG CIEXIST STD 402 (799.02')PROP COG CISTD 402 (790.41')PROP COG CIEXIST CI (787.56')RETAIN EXIST CI (787.23')RETAINCI STD 400 (786.75')PROP COG 786.53'
8" VCP
EXIST
785.42'
795
790
785
765
770
775
780
-G1- 10+08 -G1- 10+02
-G1- 17+89 -Y3- 11+84 -Y3- 10+99
789.40
780.40
780.60
0105
0102
(803.60')STD 401PROP COG MH 795.50
794.15
-G1- 10+60
0212
CI STD 400 (786.75')PROP COG 781.17
781.12
780.60(786.75')PROP COLLAR 0214
-Y3- 10+90
795
790
785
765
770
775
780
C15
STATIONING
GENERAL CROSS PIPE
TOP 792.30'
EXIST 12" CIP
TOP 794.47'
EXIST 8" CIP
TOP 790.05'
TELE DUCT
EXIST 12"
TOP 797.01'
TELE DUCT
EXIST 12"
TOP 785.95'
EXIST 24" CIP
TOP 780.74'
EXIST 24" CIP
793.00
792.75
794.65 (804.40')NCDOT STD 840.31PROP JB W/ MH COVER788.12
792.50
0109
EXIST 8" VCP
791.77'
-G1- 13+52
-G1- 19+92
0123
STD 840D02 (798.03')PROP NCDOT CB794.50794.75
789.13
0207
0213
0203
782.29
781.41
780.17 779.93
775.87STD 402 (787.42')PROP COG CINCDOT STD 840.31 (787.42')PROP JB W/ MH COVER(786.75')FOR 72" RCPOVERSIZED PROP SPECIAL JB(786.75')FOR 72" RCPOVERSIZED PROP SPECIAL JB@
2
.3%
1
5
" RC
P
779.41
0121 0124
792.70
792.50 792.15
0201
777.47
777.78
0124
(796.50')GRATE 434STD 435PROP COG DI(798.42')STD 840.02NCDOT CB (797.80')STD 840.02NCDOT CB 794.15
795.76 STD 840.02 (798.15')PROP NCDOT CB(789.05')STD 840D02PROP NCDOT CBSTD 402 (790.21')PROP COG CI STD 402 (788.03')PROP COG CI0215
777.10
782.42
782.26(788.52')W/ COG MH 413 (STD. NO. 840.31 OR .32) NCDOT JB REMOVE &REPLACE W/EXIST 8" VCP
794.36'
794.86'
EXIST 8" VCP
783.00 782.73
@ 1.3%
18" RCP
4'
@ 2.5%
24" RCP
8'
"K"
@
2
.5%
4
2
" RC
P
3
4'
@ 0.9%
24" RCP
27
'@ 1.4%
18" RCP
14'
@ 0.8%
15" RCP
30'
@ 1.0%
24" RCP
27'
@ 1.0%
24" RCP
31'
@ 1.0%
24" RCP
16'
@ 5.9%
15" RCP
15'
@ 1.1%
18" RCP
31'
@ 8.5%
15" RCP
19'
@ 0.9%
54" RCP
36'@ 1.1%
30" RCP
21
'8" VCP
EXIST
(APPROX)
12" CIP
EXIST
@ 3.2%36"
R
C
PEX
IST@
1
.7%
36" RCP
EX
IST
@
6.5
%1
8" RCPEXI
ST@ 8.9%
18" RCP
EXIST
STORM PROFILES
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY(797.15')STD 840.26PROP NCDOT 2GI(797.80')W/MH COVER STD 840.34 PROP MH W/ NCDOT JB STD 840D02 (788.33')PROP NCDOT CB (STD. NO. 840.31)MH W/ NCDOT JB W/ MH COVERREMOVE AND REPLACE EXIST
0+00 0+50 1+00 1+24
740
745
750
755
760
762
Elev. 759.950505Elev. 761.070504Elev. 761.200503Elev. 760.200502Elev. 760.4505010501
SLOPE 0.37%
18in RC Pipe
LENGTH 62.97
0502
SLOPE 0.74%
18in RC Pipe
LENGTH 12.65
0503
SLOPE 1.15%
18in RC
Pipe
LENGTH
20.52
0504
SLOPE
1
.34%
18
in
RC
P
ipe
LENGTH
13
.69758.19757.96757.94757.84757.81757.58756.46756.280+00 0+50 1+00 1+47
730
735
740
745
750
Elev. 742.090605Elev. 746.850604Elev. 747.420603Elev. 744.2006010601SLOPE 3.92%18i
n RC Pi
peLENGTH 46.400602
SLOPE
1
.90%
24
in
RC
P
ip
e
LENGTH
72
.72
0603
SLOPE 1.18%
24in RC Pipe
LENGTH 21.41744.20742.38742.16740.78740.48740.23HOZI: 1"=20'VERT: 1'=2'K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_pipe_pfl.dgnC17
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
HOZI: 1"=30'VERT: 1'=3'
CITY OF GREENSBORO
ENGINEERING DIVISION
OF
SHEET NO.
SCALE:
CHECKED
DETAILED
DESIGNED
JOB NO.
BY
BY
BY
BENCH MARKSAUTH. DATEAS-BUILTCONTRACTORCONTRACTTYPEREVISIONS
ROADWAY
SEWER
WATER
SIDEWALK12/17/2021CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
P-5991
0308
0305
0309
0304
0320
760
765
770
775
780
785
0321
0322
0303
790
770.25
771.41
771.00STD 402 (775.14')PROP COG CISTD 402 (776.12')PROP COG CI770.50STD 435 (782.91')PROP COG DISTD 435 (773.00')PROP COG DICOVER NCDOT STD 840.32 (773.90')PROP JB W/ MH FLOW BYPASS STRUCTSTD 402 (774.97')PROP COG CI760
765
770
775
780
785
790
-G1- 32+60STD 435 (774.42')PROP COG DI760
765
770
775
780
785
790
-G1- 29+05
0319
0318
0317
0312STD 435 (788.21')PROP COG DISTD 435 (789.02')PROP COG DISTD 435 (788.62')PROP COG DISTD 435 (772.46')PROP COG DI784.51
784.27
783.02
767.62
767.12
767.72
767.62
767.12
766.74
766.22
0312
STD 435 (772.46')PROP COG DI0302
0311
0310
STD 435 (771.64')PROP COG DIFLARED END-G1- 30+60
-Y4- 19+35
0305
STD 435 (774.42')PROP COG DI0306
STD 402 (775.61')PROP COG CI771.91
771.00
STD. 400 (775.92')PROP COG MHC16
EXIST 15" VCP
INV UNKNOWN
INV UNKNOWN
EXIST 8" DIP
-Y4- 19+98 -Y4- 19+30
EXIST 8" DIP
INV UNKNOWN
EXIST 15" VCP
APPROX
INV 762.54'STD 402 (775.61')PROP COG CI-G1- 28+93
0313
0314
STD 435 (775.00')PROP COG DISTD 400 (775.49')PROP COG MH770.00
769.62
TOP 777.12'
EXIST 6" CIP
TOP 778.00'
EXIST 6" CIP
TOP 772.43'
TELE CONDUIT
EXIST 1.5"
TOP 769.48'
EXIST 6.5" CIP
766.50 766.36
769.25
766.00RIP RAPCLASS I0301
771.22
772.42
771.67
TOP 772.19'
EXIST 6" DIP
779.14
@ 1.0%
18" RCP
10'
@ 0.6%
24" RCP
61'
@
1
.0%
24"
RCP
52
'"K"
@ 1.6%
15" RCP
25'@ 1.5%
15" RCP
50'
@ 0.6%
15" RCP
42'
@ 2.3%
18" RCP
32'@ 2.9%
15" RCP
31'
@ 1.0%
18" RCP
24'
@ 0.6%
24" RCP
59'
@ 1.0%
18" RCP
125'
770.00@ 34.6%15" HDPE25'
EXIST 8" DIP
INV 768.48
APPROX
EXIST 15" VCP
INV 763.92
APPROX@ 11.6%
18" HDPE31'
@ 4.2%
15" RCP
9'
STORM PROFILES
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
HOZI: 1"=20'VERT: 1'=2'K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\DGP4_psh_pipe_pfl.dgnC17
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
PREPARED IN THE OFFICE OF:
C 2019
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
HOZI: 1"=30'VERT: 1'=3'
CITY OF GREENSBORO
ENGINEERING DIVISION
OF
SHEET NO.
SCALE:
CHECKED
DETAILED
DESIGNED
JOB NO.
BY
BY
BY
BENCH MARKSAUTH. DATEAS-BUILTCONTRACTORCONTRACTTYPEREVISIONS
ROADWAY
SEWER
WATER
SIDEWALK12/17/2021CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
P-5991
0406 0402
0508
0503
0509
0504
0606
742.19
0702
0703
0704
730
735
740
745
750
755
730
735
740
745
750
755
760760
0814
0812
0810
0809
0802
0811
0810
738.86
738.42 737.92
742.11
0804
0803
0806
0807
0818
0817
737.62
758.21 758.30
756.48STD 435 (773.30')PROP COG DISTD 402 (761.92') PROP COG CISTD 402 (761.20')EXIST CI W/ COG CI REMOVE/REPLACE STD 402 (762.01')PROP COG CISTD 402 (747.47')PROP COG CICOG CI (745.35')ADJUST EXISTSTD 402 (745.22')REMOVE/REPLACE COG CICOG CI (745.38')RETAIN EXIST738.46 (745.82')INTO EXISTING 18" PIPETIE PROP COG CI STD 402737.85 737.42
741.75STD 402 (745.82')PROP COG CICOG CI (745.38')RETAIN EXISTSTD 435 (745.05')PROP COG DISTD 402 (744.75')PROP COG CI738.05 STD 435 (740.80')PROP COG DISTD 402 (745.60')PROP COG CI744.86
744.78
742.76COG CI (755.27')RETAIN EXISTINTO EXIST 15" RCP (753.65')TIE PROP COG MH STD 400744.00 COG CI (747.16')RETAIN EXIST 750
755
760
765
770
775
780
750
755
760
765
770
775
780
-G2- 38+00 -Y5- 12+00 -Y5- 12+00 -G2- 58+25 -G2- 58+20 -Y7- 15+89 -G2- 61+25
-G3- 76+50-Y11- 11+84 -Y11- 10+82 -Y10- 10+95 -Y10- 11+15
766.69
764.69
757.83
743.29
740
735
730
725
745
750
755
736.64
738.42
725
730
735
740
745
750
755
738.78STD 402 (744.53')PROP COG CI738.88
737.28
C17STD 402 (761.07')PROP COG CI 0604
0605
COG CI (746.85')RETAIN EXIST 18" OEPRETAIN EXIST 740.50 740.23
TOP 742.17'
EXIST 24" DIP
TOP 739.53'
EXIST 36" CIP
742.05
741.50 741.62
740.90
740.00
739.23
737.28
738.78
-G3A- 10+94
0803
STD 402 (744.75')PROP COG CI0807
0808
0805
STD 402 (744.88')PROP COG CIEXIST COG CI (744.77')REMOVE/REPLACE741.50
TOP 739.33
EXIST 24" CIP
TOP 739.74
EXIST 18" CIP
TOP 742.27
EXIST 4.5" CIPSTD 400 (769.68')PROP COG MHSTD 402 (747.42')PROP COG CI0603
(744.54')RETAIN EXIST COG DISTD 402 (744.38')PROP COG CIEXIST COG CI (744.38')REMOVE/REPLACE"K"
@ 1.6%
18" RCP
24'
@ 7.6%
18" RCP
24'
@ 5.2%
18" RCP
21'
@ 6.2%
18" RCP
20'
@ 1.0%
18" RCP
59'
@ 1.6%
18" RCP
25'
@ 1.4%
18" RCP
25'
@ 1.7%
18" RCP
6'
@ 1.4%
15" RCP
39'
@ 1.0%
18" RCP
41'
@ 1.0%
18" RCP
72'
@ 9.0%
18" RCP
10'
@
1
.6%
18" RCP
28
'EXIST 10" VCP
APPROX
INV 738.86'
@ 11.8%
15" HDPE
17'
743.41 743.28
@ 0.7%
15" RCP
20'
0602
STD 435 (745.66')PROP COG DI0606
STD 402 (747.05')PROP COG CI@ 1.2%
18" RCP
EXIST
@ 2.0%
18" RCP
4'
@
1.5%
18" RCP
EXIST
@
1
.5%
18" RCP
EXIST
STORM PROFILES
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
742.10