20180957 Ver 2_04b_DGP4_Buffer_Permit_Package_MOD_20211217

WV
WV
S
S
.
18"
18"18"18"
BLDGPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PLPLPL767.84
S
SS
S
S
S
S
S
SS
S
S
S
S
S SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
SS
SS
S
S
S
S
S
SS
S
S
S SS
SS

12"
18"12"
18"18"
48"18"42"
16"16"24"18"16"
10"
12"
24"12"
12"
24"
12
"18"12"16"
36"14"
8"12"
4"
4"
2"
4"3"
4"4"4"
4"4"
4"
18"8"4"4"
1"
1"
1"
1"
8"8"8"6"4"6"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 48"12"12"12"
16"16"
36"
PL
PL
PL
PL
PL
24"
48"
24"
30"
12"
12"
12"
12"
12"
8" VCP12"
PIPE
12" METAL
BURIED
AT&T BOX
SIZEUNKNOWN
ROCK OUTCROP
ROCK OU
TCROP
RETAININGWALL
8"VCP
30" RCP
BRIDGE A
BRIDGE C
FOUNDNOT
BC
RETAINI
NG W
ALLSSMH
RIM=806.43
IN(SW)=797.09
IN(SE)=796.94
OUT(NE)=795.59
S
END OF PIPE NOT FOUND
AND IS UNKNOWN TO THE
CITY OF GREENSBORO
12" DIPTOP OF PIPE
=776.38
EN
D OF STRU
CTURE NOT FOUN
DPIP
E IS UNKNOW
N TO THE CITY OF GRE
ENSB
ORO
S
LATERAL TO BUILDING
LATERAL TO BUILDING
S
UNKNOWN END OF PIPE
OUT(SE)=735.45IN(NE)=737.66IN(NW)=735.51RIM=743.88SSMH
GROUND COORDINATES
BASED ON NAD 83(2011)
N= 844,454.7079 ft.
E=1,764,509.3089 ft.
EL=810.445 ft.(NAVD 1988)C.O.C.O.C.O.C.O.GUY WIRE
8"
8"
8"
8"
2"
12"
12"
12"
12"
12"12"
12"
12"
MAIN = 761.3'12"
14"14" 14"14"18" 12"
30
"12"10
"14"12"S
FRIE NDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND
S
S
S
S
TOP=780.03'RIM=780.25'6"6"
EN
DEOIEOI6" CIP
FOFOFOFOFOTOP=773.92'
SSMH
S
INV(NW)=765.51'-15"RCPINV(S)=765.53'-12"DIP
INV(E)=768.70'-12"PVC
INV(NE)=766.20'-6"PVC
TOP=779.90'SSMH
NOT FOUND
GROUND COORDINATES
BASED ON NAD 83(2011)
N= 850,469.4163 ft.
E=1,761,764.7824 ft.
EL=765.834 ft.(NAVD 1988)
16"
36"
S
S
S
S
SSMHRIM=762.53
IN(NE)=752.29-24"RCP
OUT(SE)=739.35-24"RCP
SSMH
RIM=765.83
IN(W)=759.73-8" VCP
OUT(E)=759.65-8" VCP
SSMH
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
SSMH
IN(SE)=758.42
OUT(N)=758.37RIM=763.92
SSMH
RIM=753.56IN(S)=747.86-6"DIPIN(E)=745.25-12"DIPOUT(W)=745.23-12"DIPSSMHRIM=763.03
IN(SW)=751.28
IN(N)=752.23OUT(W)=752.18SS C/OTOP=766.12
TOP
=755.97SS C\OTOP=740.92
TOP=741.04
12" METAL PIPE-Y3--Y3--Y1--G1--Y1--Y2-
8
8
8
8
8
8
88
8
8
8
8
8
8
8
8
8
8
8
9
10 10
10
8
8
8
8REMOVE
SURVEYORS:
GRAPHIC SCALE
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
10
1
ENGINEER:NAD
8
3
220
Battleground Ave
W Market St
W Lee St
W Wendover Ave
E Lee St
Joseph Bryan Blvd
N Church StSummit AveNorforkSouthernCorp220
220
29
70
Norfork
Southern
Carolina CorpAve
W W endover
BEGIN PROJECT
END PROJECT
Spring
Garden
S
t
15 30
30
3
JC WALLER & ASSOCIATES, PC
SPATIAL DATA CONSULTANTS, Inc.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 ST
CreekBuffalo
Lake
Buffalo
N Cedar StW McGee St
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-
PkwyBenjamin
-G2A-HUNT STCEDAR
S
TC11
-Y8- STA 12+21.95 (30' RT)
-G2- STA 62+40.00 =CEDAR
S
TME
NDE
NHAL
L
S
T
100% PLANS
LIMITS:
VICINITY MAP
N.T.S.
C1
C2C3C10C4C5C6 C7
C8
C9
SHEET 1 OF 24
PERMIT DRAWING
C 2021
& COLLEGE BRANCH STREAM ENHANCEMENT
CITY PROJECT NOS. P-05645-04 & P-05644A-04
DOWNTOWN GREENWAY PHASE 4 & A&Y GREENWAY
EB-6037C
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\Hydraulics\Permitting\Buffers\DGP4_tsh.dgnProposed Pedestrian Light...................................
Proposed Street Light.......................................
COG Water Resources Dept.
Limits of Disturbance.......................................
PROJECT SPECIFIC
Norfolk Southern Railroad Pole (labeled)....................RRPROFESSION
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
12/15/2021SITE 1
SITE 2
SITE 3
SITE 4
SITE 7
SITE 6
SITE 5
BUFFER PERMIT PACKAGE
SI
TE 1SI
TE 2SI
TE 3SI
TE 3SI
TE 3SI
TE 4SI
TE 1SI
TE 1SI
T
E 3SITE 3SI
TE 4SITE 5
SITE 5
SITE 6 SITE 7
SITE 7
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\Hydraulics\Permitting\Buffers\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
2015-00312/14/2021PROFESSION
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
DETAIL 3DETAIL 2 DETAIL 4
DETAIL 11
(BURIED 1')
12' X 7' RCBC
SILL
2.0'
STA. 24+10 -G1- (LT)
STA. 24+25 -G1- (RT)
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.
FROM STA. 38+00 TO STA. 38+40 -G2- LT
DETAIL 6
DETAIL 7
B= 4 Ft.
Min. D= 1 Ft.
EXISTING TO 12'
B = VARIES
Min. D = 6.0 Ft.
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
FROM STA. 55+00 TO STA. 57+60 -G2- LT
(BURIED 1')
12' X 7' RCBC
SILL
2.0'
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
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. 83+75 TO STA. 84+25 -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+25 -G3- LT
FROM STA. 58+00 TO STA. 58+85 -G2- LT
FROM STA. 49+00 TO STA. 52+00 -G2- LT
FROM STA. 43+75 TO STA. 44+00 -G2- RT
FROM STA. 41+00 TO STA. 43+75 -G2- RT
FROM STA. 37+50 TO STA. 37+75 -G2- LT
FROM STA. 35+35 TO STA. 37+50 -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+35 TO STA. 25+50 -G1- LT
FROM STA. 21+25 TO STA. 23+35 -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
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
FROM STA. 52+25 TO STA. 55+00 -G2- LT
FROM STA. 23+35 TO STA. 24+10 -G1- RT
FROM STA. 10+75 TO STA. 12+60 -G1- LT
STA. 39+78 -G2- (RT)
Type of Liner= CLASS 'I' OR 'II' RIP RAP (SEE PLANS)
SHEET 2 OF 24
PERMIT DRAWING
DETAIL 1
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
b
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
Min. D= 1 Ft.
Slope
Fill
2:1Ground
Natural
D
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
B
Ground
Natural
2:1Flatter2:1 or
Slope
Fill
D
( Not to Scale)
SPECIAL LATERAL BASE DITCH
Ground
Natural
2:1D 2:1
b
2:
1
RDWY
BERM 'V' DITCH
( Not to Scale)
GROUND
EXIST
GEOTEXTILE
1.5'
1
2
TO TOP OF CHANNEL
CLASS II RIP RAP
OUTLET CHANNEL - LOOKING DOWNSTREAM
( Not to Scale)
D
Type of Liner = Class 'II' Rip-Rap
1.5
1
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
2B
12:1D
Min. D= 1 Ft.
Ground
Natural
Flatter2:1 or
Slope
Fill Fill Slope2:1 or Flatter
Type of Liner= CLASS B Rip-Rap
Ground
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.2:1D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
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
TO TOP OF CHANNEL
CLASS II RIP RAP
GEOTEXTILE
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
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
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH 1
1.5
WITH CLASS II RIP RAP
1.0' HIGH FLOODPLAIN BENCH
D
1.5'
GEOTEXTILE
DRAINAGE DETAILS
A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
SRFHSS. CEDAR STREET
S. SPRING STREET
(50' Nominal R/
W per PB 72, PG 69)VARIABLE WIDTH R/W W ALKER AVENUE
VARIABLE W IDTH R/W MI
LL RDFREEMANSPRING GARDEN ST ROAD RAMPFREEMAN MILL S EDGEWORTH STPLPL
240012805.76SSMHDD
D
D
D
D D
D
D
DS
SD
DSS DS
SD SD
DD
D
D
D
D SSSSS-101
SS-102
SS-103
SS-104
SS-105
SS-106
SS-107
DI-101
DI-102
DI-103 DI-104
D
MH-102
MH-101
MH-103
MH-104
MH-105
MH-106
MH-107
MH-108
MH-109
MH-110
MH-111
MH-112
CI-101
CI-102
CI-103
CI-104
CI-105
DI-105
CI-154
CI-153
DI-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
8"VCP
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
8 "VCP
8"VCP8"VCP8"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"
8"
8"
8"
2"
12"
12"
12"
12"
12"
12"
12"
12"
8"VCP
24" RCP
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.12/14/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Hydraulics\Permitting\Buffers\DGP4_psh_buf_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
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
C1MATCHLINE -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
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 3 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD-Y1-9+00
10+00
11+0012+0013+0014+0016+0017+0011+00
12+00 15+00-G1--Y1-10+0013+0014+00
15+00790790790795795795800
800
800800SYSTEM
RETAIN EXIST
REMOVE
42" RCP-III
SYSTEM
RETAIN EXIST
48" FES TO DRAIN
& GRADE NEW
36" PIPE & FES
REMOVE EXIST
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
SHEET T6
SEE DETAIL 1
'V' DITCH
SPECIAL LATERAL
SYSTEM
RETAIN
RETAINTO EXIST STMH
EXIST 48" RCP
ABANDON
PLUG FILL AND
SHEET T7
SEE DETAIL 14
'V' DITCH
SPECIAL LATERAL
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
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
SRFHSS. CEDAR STREET
S. SPRING STREET
(50' Nominal R/
W per PB 72, PG 69)VARIABLE WIDTH R/W W ALKER AVENUE
VARIABLE W IDTH R/W MI
LL RDFREEMANSPRING GARDEN ST ROAD RAMPFREEMAN MILL S EDGEWORTH ST790790 790790795795795795 795795795795795795795 795800800800800800800800800800
800 800
800 800800800805
8
0
5
805
805 805805805805805805805805805805805810
8
1
0
8
1
0
810 810810810810810810810815
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
835840
840
845
PLPL
240012805.76SSMHDD
D
D
D
D D
D
D
DS
SD
DSS DS
SD SD
DD
D
D
D
D SSSSS-101
SS-102
SS-103
SS-104
SS-105
SS-106
SS-107
DI-101
DI-102
DI-103 DI-104
D
MH-102
MH-101
MH-103
MH-104
MH-105
MH-106
MH-107
MH-108
MH-109
MH-110
MH-111
MH-112
CI-101
CI-102
CI-103
CI-104
CI-105
DI-105
CI-154
CI-153
DI-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
8"VCP
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
8 "VCP
8"VCP8"VCP8"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"
8"
8"
8"
2"
12"
12"
12"
12"
12"
12"
12"
12"
8"VCP
24" RCP
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.12/14/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_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
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
C1MATCHLINE -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
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 4 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD-Y1-9+00
10+00
11+0012+0013+0014+0016+0017+0011+00
12+00 15+00-G1--Y1-10+0013+0014+00
15+00SYSTEM
RETAIN EXIST
REMOVE
42" RCP-III
SYSTEM
RETAIN EXIST
48" FES TO DRAIN
& GRADE NEW
36" PIPE & FES
REMOVE EXIST
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
SHEET T6
SEE DETAIL 1
'V' DITCH
SPECIAL LATERAL
SYSTEM
RETAIN
RETAINTO EXIST STMH
EXIST 48" RCP
ABANDON
PLUG FILL AND
SHEET T7
SEE DETAIL 14
'V' DITCH
SPECIAL LATERAL
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
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
SS
SITE 1
SITE 1
SITE 1
McGEE STper PB 72, PG 69)
(50' Nominal R/W
WEAVER ACADEMY
S. CEDAR STper PB 72,
PG 69 )(50'
Nomi
nal
R/W STREETW.
McGEESS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
18"RRPLPLPLPLPLD
D
D
D
D
D
D
D
S
SD
S
D
SS-108
SS-109
SS-110
SS-111
CI-106
CI-107
CI-108
CI-109
CI-110
CI-111
CI-112
SCI-113
CI-114
DI-107
DI-108
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"
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
GI
GRATE=786.44
OUT(E)=785.10
INV=783.49
ROCK OUTCROP
48" RCP
BC 18" RCP8"DIPCIPP LINED 8"CIPP LINED 8"NOT FOUNDWV
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_2.dgnDETAILED
12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17
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
C2
24 25181920212223 MATCHLINE -G1- STA 26+00 (SEE SHEET C3)MATCHLI
NE
-G1-
STA 18+00
(SEE SHEET C1)
26
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
ADDITIONAL INFORMATION
SHEET INT2 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C15 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 5 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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
DISTURBED AREA
DENOTES LIMITS OFLOD-Y3--Y3-19+0012+0020
+00 21+0022+0023+0012+00
11+00 24+0025+00-Y2-
775775775
780
780780780790775
775
7
7
0
7
7
5
7
8
0785
780
780
775
770
775
7
7
5
7
7
0
7
7
5
775
775
7
7
0
770
775
775
7
8
0
775770
12'RETAIN
SYSTEM
RETAIN EXIST
RETAIN
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
RETAIN EXIST CI
SHEET T6
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
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)
EST 30 SY GFD
EST 25 TONS
RIP RAP PAD IN CHANNEL
W/ COUNTERSUNK
OUTLET PROTECTION
CLASS II RIP RAP
15" RCP-III
30" RCP-III
COLLAR & EXTEND 18" RCP TO PROP MH
RETAIN EXIST CI
18" RCP. CONTRACTOR TO FIELD VERIFY PIPE LOCATION
PROPOSED COG MH (STD. NO. 400). TIE INTO EXIST
72"
NOTE 10
SEE
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 CI
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
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
RETAIN
SS
SITE 1
SITE 1
SITE 1
McGEE STper PB 72, PG 69)
(50' Nominal R/W
WEAVER ACADEMY
S. CEDAR STper PB 72,
PG 69 )(50'
Nomi
nal
R/W STREETW.
McGEESS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
770
770
7
7
0
7707707707
7
0
770
770775775775
775775775775
775775775775775775775775775775780780780780780780780780780
780
7
8
0
7
8
0
780
780780785
785
78578578578578579079079579518"RRPLPLPLPLPLD
D
D
D
D
D
D
D
S
SD
S
D
SS-108
SS-109
SS-110
SS-111
CI-106
CI-107
CI-108
CI-109
CI-110
CI-111
CI-112
SCI-113
CI-114
DI-107
DI-108
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"
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
GI
GRATE=786.44
OUT(E)=785.10
INV=783.49
ROCK OUTCROP
48" RCP
BC 18" RCP8"DIPCIPP LINED 8"CIPP LINED 8"NOT FOUNDWV
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_2.dgnDETAILED
12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17
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
C2
24 25181920212223 MATCHLINE -G1- STA 26+00 (SEE SHEET C3)MATCHLI
NE
-G1-
STA 18+00
(SEE SHEET C1)
26
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
ADDITIONAL INFORMATION
SHEET INT2 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C15 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 6 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD
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-Y3--Y3-19+0012+0020
+00 21+0022+0023+0012+00
11+00 24+0025+00-Y2-12'RETAIN
SYSTEM
RETAIN EXIST
RETAIN
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
RETAIN EXIST CI
SHEET T6
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
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)
EST 30 SY GFD
EST 25 TONS
RIP RAP PAD IN CHANNEL
W/ COUNTERSUNK
OUTLET PROTECTION
CLASS II RIP RAP
15" RCP-III
30" RCP-III
COLLAR & EXTEND 18" RCP TO PROP MH
RETAIN EXIST CI
18" RCP. CONTRACTOR TO FIELD VERIFY PIPE LOCATION
PROPOSED COG MH (STD. NO. 400). TIE INTO EXIST
72"
NOTE 10
SEE
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 CI
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
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
RETAIN
SITE 2
SITE 3
MARKET STWIDTH R/W VARIABLES
.
C
E
D
A
R

S
T
S
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
RRRRPLPLPLPLPLPLD
D
D
D
D
D
S
S
S
S
SS-112
SS-113
SS-114
SS-115
SS-116
MH-114
CI-115
CI-116
CI-118
CI-117
CI-119
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
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
SCPP4"SS-157
6
" DI
P 4" DIPSLOPE DRAINS
MAIN = 761.3'
SS-158
SS-159
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
SWVS
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_3.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
27 28 29 30 31 32 36MATCHLINE -G1- STA 26+00 (SEE SHEET C2)MATCHLINE -G2- STA 36+00 (SEE SHEET C4)26 33
C3
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
-Y4- PC Sta. 19+26.50
END MILLING & RESURFACING
SHEET 7 OF 24
PERMIT DRAWING
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
NAD
83
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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%
PERMANENT IMPACTS ZONE 1 (GREENWAY)
LOD DISTURBED AREA
DENOTES LIMITS OF 27+0028+0029+0030+0031+0032+0033+0022+0021+0020+0019+0035+00770
775
775
775
775775780
780
785
8788
8988
86 85
84
83 82
81
80
79
81 78
77
76
87
86
85
84
88
89
87
86
84
83
82
81
79
78
77
76
73
84 83
82
83
85
84
85
79 74
76
83
82
81
80
83
83
82
80
80
79
78
77
76
769769
765775
770
770
770
770
765
765765
7
7
012'CI
SYSTEM
RETAIN EXIST
RCBC
RETAIN EXIST
EXIST CURB
RETAIN
CI (STD. NO. 402)
PROPOSED COG
(STD. NO. 400)
PROPOSED COG MH
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
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
(STD. NO. 400)
PROPOSED COG MH
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/
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. SYSTEMRETAINO
O
SITE 2
SITE 3
MARKET STWIDTH R/W VARIABLES
.
C
E
D
A
R

S
T
S
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
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
785790
790790790
790790
7907907
9
0
795
RRRRPLPLPLPLPLPLD
D
D
D
D
D
S
S
S
S
SS-112
SS-113
SS-114
SS-115
SS-116
MH-114
CI-115
CI-116
CI-118
CI-117
CI-119
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
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
SCPP4"SS-157
6
" DI
P 4" DIPSLOPE DRAINS
MAIN = 761.3'
SS-158
SS-159
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
SWVS
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_3.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
27 28 29 30 31 32 36MATCHLINE -G1- STA 26+00 (SEE SHEET C2)MATCHLINE -G2- STA 36+00 (SEE SHEET C4)26 33
C3
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
-Y4- PC Sta. 19+26.50
END MILLING & RESURFACING
SHEET 8 OF 24
PERMIT DRAWING
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
NAD
83
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
PERMANENT IMPACTS ZONE 1 (GREENWAY)
LOD DISTURBED AREA
DENOTES LIMITS OF
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%27+0028+0029+0030+0031+0032+0033+0022+0021+0020+0019+0035+0012'CI
SYSTEM
RETAIN EXIST
RCBC
RETAIN EXIST
EXIST CURB
RETAIN
CI (STD. NO. 402)
PROPOSED COG
(STD. NO. 400)
PROPOSED COG MH
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
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
(STD. NO. 400)
PROPOSED COG MH
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/
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. SYSTEMRETAINO
O
SITE 3
SITE 3
SITE 3AVEW. FRIENDLYTHEATER
GREENSBOROAVEW. FRIENDLY60' Nominal R/W N
04° 0
4' 13"E49.77'
SS EASEMENT SS EASEMENTSS EASEMENT
SS EASEMENTPL10"RAILROAD
TRACKS
SSMH
RIM=764.04
IN(W)=754.70-8" VCP
IN(S)=754.70-10"VCP
OUT(N)=754.60-10"VCP 2092764.88SSMH2403764.33BEGIN BOX CULVERT 9'- INV 9.25S
S
D
S S
S
SS-119
SS-123
SS-122
SS-120
SS-121
SS-118
SS-117
MH-115
DI-110

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"10"
15"
18"
16"48"
10"
14"
14"
18"
12"
18" VCP
INV=759.48
24"VCP
INV=760.15
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46
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" PVC6
"
P
VCSS-156 12"DIPFRIENDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND
S
S 12"DIP6" CIPCONC
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
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_4.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/15/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C4MATCHLINE -G2- STA 44+00 (SEE SHEET C5)MATCHLINE -G2- STA 36+00 (SEE SHEET C3)FOR -G2A- PROFILE
SEE SHEET C-11
MATCHL
INE
-G
2A
- STA
13
+
0
0
(SEE
SHEET
C
11
)CROSS PIPE PROFILES
SEE SHEET C17 FOR
NAD
83
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 9 OF 24
PERMIT DRAWING
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
PERMANENT IMPACTS ZONE 2 (UTILITY)
PERMANENT IMPACTS ZONE 1 (UTILITY)
PERMANENT IMPACTS ZONE 1 (GREENWAY)
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
DISTURBED AREA
DENOTES LIMITS OFLOD
SSCO
37+0038+0039+0040+0041+0042+0043+0014+00
760765765765770
770 770
775
760 760760765760 760760760
760
760760760
760
765
760
2GI
MH
DRAIN
GRADE TO
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
SITE 3
SITE 3
SITE 3AVEW. FRIENDLYTHEATER
GREENSBOROAVEW. FRIENDLY60' Nominal R/W N
04° 0
4' 13"E49.77'
SS EASEMENT SS EASEMENTSS EASEMENT
SS EASEMENT
755
760760760760760760
760760760760760
760760760760760760760760760760760760760760760760760760760760760
760
760 760760760760760760760760760760760
760760760760760760760760760 760760760760760760760760760760765765765765765765765765
765765
765
765
7
6
5 765765765770770
770
770
770770
770
770770770770770770 770775775775
775775775
780 780780780780 780785
785785785
PL10"RAILROAD
TRACKS
SSMH
RIM=764.04
IN(W)=754.70-8" VCP
IN(S)=754.70-10"VCP
OUT(N)=754.60-10"VCP 2092764.88SSMH2403764.33BEGIN BOX CULVERT 9'- INV 9.25S
S
D
S S
S
SS-119
SS-123
SS-122
SS-120
SS-121
SS-118
SS-117
MH-115
DI-110

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"10"
15"
18"
16"48"
10"
14"
14"
18"
12"
18" VCP
INV=759.48
24"VCP
INV=760.15
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46
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" PVC6
"
P
VCSS-156 12"DIPFRIENDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND
S
S 12"DIP6" CIPCONC
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
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_4.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/15/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C4MATCHLINE -G2- STA 44+00 (SEE SHEET C5)MATCHLINE -G2- STA 36+00 (SEE SHEET C3)FOR -G2A- PROFILE
SEE SHEET C-11
MATCHL
INE
-G
2A
- STA
13
+
0
0
(SEE
SHEET
C
11
)CROSS PIPE PROFILES
SEE SHEET C17 FOR
NAD
83
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 10 OF 24
PERMIT DRAWING
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
PERMANENT IMPACTS ZONE 2 (UTILITY)
PERMANENT IMPACTS ZONE 1 (UTILITY)
PERMANENT IMPACTS ZONE 1 (GREENWAY)
DISTURBED AREA
DENOTES LIMITS OFLOD
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
SSCO
37+0038+0039+0040+0041+0042+0043+0014+00
2GI
MH
DRAIN
GRADE TO
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
SITE 4
SITE 4
PRESCOTT STREET(40" R/W per COG SURVEY BLOCK SHEETS 1-W & 2-W)40' Nominal R/W GUILFORD AVE15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT
D
D
D
D
S
S
S 2402754.77END BOX CULVERT 11'X 5'D
S
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
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 FOUND10"PVC8"VCP12"VCP8"DIP
12"VCP12"DIP8"VCP8
"V
C
P
8"VCP 8"VCP15" VCP1 5 " VCP
15" RCP15" RCP 15" RCP15" 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
TOP=755.97
SS C\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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_5.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/15/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C5MATCHLINE -G2- STA 52+00 (SEE SHEET C6)MATCHLINE -G2- STA 44+00 (SEE SHEET C4)FOR -Y5- PROFILE
SEE SHEET C-12
ADDITIONAL INFORMATION
SHEET INT4 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
NAD 83
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 11 OF 24
PERMIT DRAWING
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
PERMANENT IMPACTS ZONE 2 (UTILITY)
PERMANENT IMPACTS ZONE 1 (UTILITY)
PERMANENT IMPACTS ZONE 1 (GREENWAY)
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
DISTURBED AREA
DENOTES LIMITS OFLOD
11+00
12+00
13+00 45+0046+0047+0048+0049+0050+0051+00760760750755 755
755760750755755750
755
750CI
24" RCP-IV
PROPOSED WING WALL
GRADE TO DRAIN AROUND
RETAIN
RETAINSYSTEM
RETAIN EXIST
18" RCP
RETAIN
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
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
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
SITE 4
SITE 4
PRESCOTT STREET(40" R/W per COG SURVEY BLOCK SHEETS 1-W & 2-W)40' Nominal R/W GUILFORD AVE15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT
750750750750750
750
750
750
750755755755755755755
755 755755
755755755755760760
760 760760760760760760
760760760 765
765
765
765765770
770
770770775D
D
D
D
S
S
S 2402754.77END BOX CULVERT 11'X 5'D
S
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
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 FOUND10"PVC8"VCP12"VCP8"DIP
12"VCP12"DIP8"VCP8
"V
C
P
8"VCP 8"VCP15" VCP1 5 " VCP
15" RCP15" RCP 15" RCP15" 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
TOP=755.97
SS C\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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_5.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/15/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C5MATCHLINE -G2- STA 52+00 (SEE SHEET C6)MATCHLINE -G2- STA 44+00 (SEE SHEET C4)FOR -Y5- PROFILE
SEE SHEET C-12
ADDITIONAL INFORMATION
SHEET INT4 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
NAD 83
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 12 OF 24
PERMIT DRAWING
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
PERMANENT IMPACTS ZONE 2 (UTILITY)
PERMANENT IMPACTS ZONE 1 (UTILITY)
PERMANENT IMPACTS ZONE 1 (GREENWAY)
DISTURBED AREA
DENOTES LIMITS OFLOD
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
11+00
12+00
13+00 45+0046+0047+0048+0049+0050+0051+00CI
24" RCP-IV
PROPOSED WING WALL
GRADE TO DRAIN AROUND
RETAIN
RETAINSYSTEM
RETAIN EXIST
18" RCP
RETAIN
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
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
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
SITE 5
SITE 5 W. SMITH STREET70' Nominal R/WHI
LLSI
DE DR(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
D
D
D
D
S
D
S S
S
S
S
SS-129
SS-130
SS-131
SS-132
SS-134
SS-135
MH-117
CI-124
CI-127CI-126
CI-125
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
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
" RCPSTMH
RIM=773.21
IN(W)=767.79
OUT(E)=767.57
D
R
CP
15"
PIPE
12" METAL RETAI
NI
NG
W
ALL16"
36"
TOP=740.92
TOP=741.04
12" METAL PIPE
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_6.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C6MATCHLINE -G2- STA 52+00 (SEE SHEET C5)MATCHLINE -G2- STA 60+00 (SEE SHEET C7)FOR -Y6- PROFILE
SEE SHEET C12
CROSS PIPE PROFILES
SEE SHEET C17 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 13 OF 24
PERMIT DRAWINGNAD 83 PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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
DISTURBED AREA
DENOTES LIMITS OFLOD53+0054+0055+0056+0057+0058+0059+0060+001
4+0
0
13+00
12+00
11+00750750750750755 745755
22.5'
2
2.5'
12'
8'
8'
6'
6
'RETAIN 18" RCP
RETAIN
COG CI
RETAIN EXIST
OPEN END PIPE
RETAIN EXIST 18"
SHEET T6
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET T7
SEE DETAIL 7
4' BASE DITCH
SPECIAL LATERAL SHEET T7
SEE DETAIL 5
FALSE SUMP
SHEET T6
SEE DETAIL 1
'V' DITCH
SPECIAL LATERAL
CI (STD. NO. 402)
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
CI (STD. NO. 402)
W/PROPOSED COG
REMOVE CI & REPLACE
SHEET T7
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
END SECTION
18" RCP-III FLARED
18" RCP-III
RCP-III
18"
GRADE TO DRAIN
RCP-III
15"
O
SEE DETAIL 1/UC-2A
FLOWABLE FILL SADDLE
SITE 5
SITE 5 W. SMITH STREET70' Nominal R/WHI
LLSI
DE DR(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
740
740740740740745
745
7457457457457457457457
4
5
745
745745745745 745750
750750750750750750750750750750
750750750750750750
750
755755755
7
5
5
7557557557
6
0
760
760
765
765
D
D
D
D
S
D
S S
S
S
S
SS-129
SS-130
SS-131
SS-132
SS-134
SS-135
MH-117
CI-124
CI-127CI-126
CI-125
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
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
" RCPSTMH
RIM=773.21
IN(W)=767.79
OUT(E)=767.57
D
R
CP
15"
PIPE
12" METAL RETAI
NI
NG
W
ALL16"
36"
TOP=740.92
TOP=741.04
12" METAL PIPE
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_6.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C6MATCHLINE -G2- STA 52+00 (SEE SHEET C5)MATCHLINE -G2- STA 60+00 (SEE SHEET C7)FOR -Y6- PROFILE
SEE SHEET C12
CROSS PIPE PROFILES
SEE SHEET C17 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 14 OF 24
PERMIT DRAWINGNAD 83 PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD
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 SPECIAL53+0054+0055+0056+0057+0058+0059+0060+001
4+0
0
13+00
12+00
11+00
22.5'
2
2.5'
12'
8'
8'
6'
6
'RETAIN 18" RCP
RETAIN
COG CI
RETAIN EXIST
OPEN END PIPE
RETAIN EXIST 18"
SHEET T6
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
SHEET T7
SEE DETAIL 7
4' BASE DITCH
SPECIAL LATERAL SHEET T7
SEE DETAIL 5
FALSE SUMP
SHEET T6
SEE DETAIL 1
'V' DITCH
SPECIAL LATERAL
CI (STD. NO. 402)
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
CI (STD. NO. 402)
W/PROPOSED COG
REMOVE CI & REPLACE
SHEET T7
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
END SECTION
18" RCP-III FLARED
18" RCP-III
RCP-III
18"
GRADE TO DRAIN
RCP-III
15"
O
SEE DETAIL 1/UC-2A
FLOWABLE FILL SADDLE
SITE 6
W. SMITH STREET
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)
(70" R/W Nominal per COG G-62)HILL STREETper COG F-1965)(70'
Nomi
nal
R/WHILL STREET
per COG F-1965)(70' R/W Nominal
(50' Nominal R/W- per PB 184, PG 94
BATTLEGROUND AVENUEGGGGGGGGD
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
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
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
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
8"VCP3646763.92SSMH
30" RCP
18" RCP
15" RCP
GUY WIRE
SSMH
IN(SE)=758.42
OUT(N)=758.37
RIM=763.92
STS
WRS
STSWR
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_7.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C7MATCHLINE -G2- STA 60+00 (SEE SHEET C6)MATCHLINE -G3- STA 70+00 (SEE SHEET C8)ADDITIONAL INFORMATION
SHEET INT5 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 15 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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%
DISTURBED AREA
DENOTES LIMITS OFLOD61+0060+0062+00
12
+
00
13+0014+00
15+0017+0016+0015+0066+0067+0068+0069+00745
745
750
7
50RETAIN 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 PROTECTION
COG CI
EXIST
RETAIN
15" RCP-III
18" RCP-III
RE
T
AI
NRET
AI
NO
SITE 6
W. SMITH STREET
M
ENDENHALL STREET(50' Nomi
nal R/
W per COG D-1946)
(70" R/W Nominal per COG G-62)HILL STREETper COG F-1965)(70'
Nomi
nal
R/WHILL STREET
per COG F-1965)(70' R/W Nominal
(50' Nominal R/W- per PB 184, PG 94
BATTLEGROUND AVENUE 735735735735
735 735
740740740740740
740
740
740
740
740740740
745745745
745
745
745
745
745745745745745745745745745750
750
750
750
750755
755
760
GGGGGGGGD
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
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
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
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
8"VCP3646763.92SSMH
30" RCP
18" RCP
15" RCP
GUY WIRE
SSMH
IN(SE)=758.42
OUT(N)=758.37
RIM=763.92
STS
WRS
STSWR
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_7.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C7MATCHLINE -G2- STA 60+00 (SEE SHEET C6)MATCHLINE -G3- STA 70+00 (SEE SHEET C8)ADDITIONAL INFORMATION
SHEET INT5 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 16 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD
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%61+0060+0062+00
12
+
00
13+0014+00
15+0017+0016+0015+0066+0067+0068+0069+00RETAIN 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 PROTECTION
COG CI
EXIST
RETAIN
15" RCP-III
18" RCP-III
RE
T
AI
NRET
AI
NO
SITE 7
SITE 7 VARIABLE WIDTH R/W PKWYBENJAMINBATTLEGROUND AVE
RAILROAD R/W
AVE
BATTLEGROUND BENJAMIN PKWYCREEKNORTH BUFFALO SS EASEMENT18"
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
MH-124
MH-123
CI-139
CI-140
CI-141
CI-142
CI-143
CI-144
CI-145
CI-146
MH-122
YI-102
14"

CAPPED WITH
CONCRETE
PID12
Z=745.049
Y=849892.656
X=1762728.664
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
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
12"CREEKBUFFALONORTH18" RCP310082746.65BEAM
T310083746.69BEAM
T310088743.05BEAM
B310089742.79BEAM
B310095742.60BEAM
SEC310097747.81RAILRAIL
310096750.34RAIL
SECOND BEAM
BOTTOM BEAM
TOP BEAM
BR
IDGE
A
310052746.61S BEAM
TOP 310053742.94S BEAM
BOTTOM 310092742.35BEAM
SEC310093742.58BEAM SEC
TOP BEAM
BOTTOM BEAM
SECOND BEAM
RAIL
CONCRETE BEAMS
RAIL ROAD TRACKS300148744.87rail road tracksWOOD PYLON
WOOD BEAM
CONCRETE BEAMS
300074738.63conc beam
lshot300091737.39woo
d pylon lshot300092737.65wood pylon lshot300093737.54woo
d pylon lshot300094738.95woo
d 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 tracks310005742.52AT310006741.34AB310007742.50AT310008740.36BT 310009738.90BB310016738.64DT310033742.52AT310035741.30AB310036742.50CT310037740.50CB310038740.43BT
310039738.81BB310040738.59DT310041736.31DB
310060750.11S RAIL STARTWOOD BEAM310100742.51Y M
ID310101740.61Y M
ID310102740.45X M
ID310103738.93X MID310104738.66Z MID310105742.44Y M
ID310106740.55Y M
ID310107740.38X M
ID310108738.87X M
ID310109738.56Z M
IDWOOD PYLON
BOTTOM BRIDGE
ARC
310026748.26RAIL
310063748.30ARCH
M
ID
RAIL310064748.28ARCH
RAIL310067740.72GL 310068740.95GL 310069741.14GL 310070736.64SS 8"310071736.61SS 8"310080740.15IN
ARCINNER ARC
RAIL
RAIL
BRIDGE C310021743.37ARC
M
310024743.19IN
ARC
M310066740.75GL310073736.55SS 8"GAS LINE
8" SANITARY
SEWER
12"VCP
S12" VCP
24" RCP
1
5
" VCP
300001744.52gps2 300003744.57gps2 2nd shotIN(N)=740.42-8"VCP
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_8.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C8MATCHLINE -G3- STA 70+00 (SEE SHEET C7)MATCHLINE -G3- STA 78+25 (SEE SHEET C9)ADDITIONAL INFORMATION
SHEET INT6 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 17 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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
LOD DISTURBED AREA
DENOTES LIMITS OF
71+0072+0073+0074+001
1
+0
0 75+0013+0014+0077+0078+0011+0012+0011+0012+00-Y
11--Y11-745745745740740745 745745745745R
E
TA
IN
2
4
" RC
P
RETAIN
RETAIN
CI (STD. NO. 402)
PROPOSED COG
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
CI (STD. NO. 402)
PROPOSED COG
(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
SHEET T6
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
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
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
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
SITE 7
SITE 7 VARIABLE WIDTH R/W PKWYBENJAMINBATTLEGROUND AVE
RAILROAD R/W
AVE
BATTLEGROUND BENJAMIN PKWYCREEKNORTH BUFFALO SS EASEMENT730730 7357357357357
3
5
735 7357357
4
0 740740740740
740
740 740740740740740745745 745745
745
745 745745
745
745745745745
7457457457 45745
745745745745745
745 745745
745
7
4
5
745
7
4
5
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
MH-124
MH-123
CI-139
CI-140
CI-141
CI-142
CI-143
CI-144
CI-145
CI-146
MH-122
YI-102
14"

CAPPED WITH
CONCRETE
PID12
Z=745.049
Y=849892.656
X=1762728.664
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
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
12"CREEKBUFFALONORTH18" RCP310082746.65BEAM
T310083746.69BEAM
T310088743.05BEAM
B310089742.79BEAM
B310095742.60BEAM
SEC310097747.81RAILRAIL
310096750.34RAIL
SECOND BEAM
BOTTOM BEAM
TOP BEAM
BR
IDGE
A
310052746.61S BEAM
TOP 310053742.94S BEAM
BOTTOM 310092742.35BEAM
SEC310093742.58BEAM SEC
TOP BEAM
BOTTOM BEAM
SECOND BEAM
RAIL
CONCRETE BEAMS
RAIL ROAD TRACKS300148744.87rail road tracksWOOD PYLON
WOOD BEAM
CONCRETE BEAMS
300074738.63conc beam
lshot300091737.39woo
d pylon lshot300092737.65wood pylon lshot300093737.54woo
d pylon lshot300094738.95woo
d 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 tracks310005742.52AT310006741.34AB310007742.50AT310008740.36BT 310009738.90BB310016738.64DT310033742.52AT310035741.30AB310036742.50CT310037740.50CB310038740.43BT
310039738.81BB310040738.59DT310041736.31DB
310060750.11S RAIL STARTWOOD BEAM310100742.51Y M
ID310101740.61Y M
ID310102740.45X M
ID310103738.93X MID310104738.66Z MID310105742.44Y M
ID310106740.55Y M
ID310107740.38X M
ID310108738.87X M
ID310109738.56Z M
IDWOOD PYLON
BOTTOM BRIDGE
ARC
310026748.26RAIL
310063748.30ARCH
M
ID
RAIL310064748.28ARCH
RAIL310067740.72GL 310068740.95GL 310069741.14GL 310070736.64SS 8"310071736.61SS 8"310080740.15IN
ARCINNER ARC
RAIL
RAIL
BRIDGE C310021743.37ARC
M
310024743.19IN
ARC
M310066740.75GL310073736.55SS 8"GAS LINE
8" SANITARY
SEWER
12"VCP
S12" VCP
24" RCP
1
5
" VCP
300001744.52gps2 300003744.57gps2 2nd shotIN(N)=740.42-8"VCP
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_8.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C8MATCHLINE -G3- STA 70+00 (SEE SHEET C7)MATCHLINE -G3- STA 78+25 (SEE SHEET C9)ADDITIONAL INFORMATION
SHEET INT6 FOR
SEE INTERSECTION DETAIL
CROSS PIPE PROFILES
SEE SHEET C17 FOR
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
SHEET 18 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
LOD DISTURBED AREA
DENOTES LIMITS OF
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
735.8571+0072+0073+0074+001
1
+0
0 75+0013+0014+0077+0078+0011+0012+0011+0012+00-Y
11--Y11-
R
E
TA
IN
2
4
" RC
P
RETAIN
RETAIN
CI (STD. NO. 402)
PROPOSED COG
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
CI (STD. NO. 402)
PROPOSED COG
(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
SHEET T6
SEE DETAIL 1
SPECIAL LATERAL 'V' DITCH
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
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
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
GRECADE STREET(105" Nomial R/W per COG F-2751)
BATTLEGROUND AVENUE
PL
Z=759.263
Y=850037.790
X=1762196.273
PID11
D
D
D
SSSD SD D
D DD
D S240006755.20SSMHSS-151
SS-152
SS-153
SS-154
SS-155
MH-125
MH-126
MH-127
MH-128
MH-129
CI-147
CI-148
CI-149
CI-150
CI-151
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"
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
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_9.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C9MATCHLINE -G3- STA 78+25 (SEE SHEET C8)TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 19 OF 24
PERMIT DRAWING
NAD 83
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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%
PIPE HYDRAULIC DATA
0902 0903
0904
END PIPEPROP OPEN745.50
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-
DISTURBED AREA
DENOTES LIMITS OFLOD15+0079+0080+0081+0082+0083+0084+0085+0086+00745745
745750750
750
755
75512'
TO DRAIN
GRADE
18" RCP
RETAIN EXIST
COG MH
RETAIN EXIST
END 18" RCP-III
PROPOSED OPEN
EXIST 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 OO
GRECADE STREET(105" Nomial R/W per COG F-2751)
BATTLEGROUND AVENUE
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)
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 765745745
745750750
750
755
755PL
Z=759.263
Y=850037.790
X=1762196.273
PID11
D
D
D
SSSD SD D
D DD
D S240006755.20SSMHSS-151
SS-152
SS-153
SS-154
SS-155
MH-125
MH-126
MH-127
MH-128
MH-129
CI-147
CI-148
CI-149
CI-150
CI-151
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"
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" RCPPL
D
D
D
SSSD SD D
D DD
D S240006755.20SSMHSS-151
SS-152
SS-153
SS-154
SS-155
MH-125
MH-126
MH-127
MH-128
MH-129
CI-147
CI-148
CI-149
CI-150
CI-151
CI-152

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
MAINTENANCE AREA
GREENWAY
30'
AREA (TYP)
MAINTENANCE
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
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_9.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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
C9MATCHLINE -G3- STA 78+25 (SEE SHEET C8)NAD 83
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 20 OF 24
PERMIT DRAWING
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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%
PIPE HYDRAULIC DATA
0902 0903
0904
END PIPEPROP OPEN745.50
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-
DISTURBED AREA
DENOTES LIMITS OFLOD
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)15+0079+0080+0081+0082+0083+0084+0085+0086+00-Y11-
-G3-
-G3-15+0079+0080+0081+0082+0083+0084+0085+0086+00745745
745750750
750
755
75512'
BUILDING
TO DRAIN
GRADE
18" RCP
RETAIN EXIST
COG MH
RETAIN EXIST
END 18" RCP-III
PROPOSED OPEN
EXIST 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 OO
TO DRAIN
GRADE
18" RCP
RETAIN EXIST
COG MH
RETAIN EXIST
END 18" RCP-III
PROPOSED OPEN
EXIST 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 OO
MENDENHALL 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.
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
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.
0004
CURB STONE (TYP)
CURB STONE (TYP)
CONC SIDEWALK
CONC SIDEWALK FOJOB 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.12/14/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Hydraulics\Permitting\Buffers\DGP4_psh_buf_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 DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
C10
MATCHLINE 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'
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 21 OF 24
PERMIT DRAWING NAD 83NAD 83 PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD21'21'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-
MENDENHALL 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.
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
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.
0004
CURB STONE (TYP)
CURB STONE (TYP)
CONC SIDEWALK
CONC SIDEWALK FOJOB 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.12/14/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_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 DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
C10
MATCHLINE 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'NAD 83NAD 83TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 22 OF 24
PERMIT DRAWING
PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD21'21'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-
SITE 3
SS EASEMENTSSMHRIM=772.31IN(N)=767-8" VCPIN(NW)=764.95-10" PVCIN(W)=764.48-10" VCPIN(SW)=767.73-8" VCPOUT(SE)=763.7-10" VCPSTMHTOP=768.197IN(NW)=762.09-40" BRICKIN(SW)=764.35-24" VCPOUT(SE)=761.05-40" BRICKSTMHRIM=771.08IN(SW)=763.93-40" BRICKOUT(SE)=763.88-40" BRICKCITOP=771.24IN(SW)=766.59-18" VCPOUT(NE)=766.48-18" VCPCI
TOP=771.04
IN(NE)=766.1-24" CLAY
OUT(SW)=766.1-24" CLAY CONCSTONESTREETLIGHTWILSON ST.RIGHT OF WAY2476
775.63
TA SIDEWALKSSMHRIM=765.57IN(SW)=758.62-8"VCPOUT(NE)=758.54-8"VCP2426
767.84
TC CITOP=764.62IN(N)=758.72-12" VCPIN(NW)=757.27-40" BRICKOUT(NE)=757.22-48" BRICKOUT(NE)=760.51-10" VCPSSMHRIM=764.39IN(NW)=760.56-10" VCPOUT(SE)=760.33-12" VCPCITOP=764.74SSMHRIM=763.58IN(SW)=757.80-8"VCPOUT(NE)=757.36-8"VCPSTMHRIM=765.64IN(S)=756.75-48"BRICK PIPEOUT(E)=756.74-48"BRICK PIPEYIGRATE=762.97IN(SW)=758.77-30"RCPOUT(NE)=758.60-30"RCPSTMHRIM=767.03IN(NW)=760.48-40" BRICKIN(SW)=761.88-18" VCPOUT(SE)=760.48-40" BRICK14"10" SSSHOUSESIGNNO PARKINGSIGNINTERSECTIONSTREET LIGHT48"30" RCP FESRIM=756.13
48" BRICK PIPE
15" RCP 12"14"14" 14"14"18" 12"30"12"10"14"12"S
SSTOP=780.03'RIM=780.25'6"6"ENDEOIEOICONC SWCONC GRBST PARKINGBUILDINGEXISTINGD
D
D
D
D
D D D
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_11.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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 DETAILMATCHLINE -G2A- STA 13+00 (SEE SHEET C4)C11
HUNT ST (CLOSED)
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 23 OF 24
PERMIT DRAWING
NAD 83 PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
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%
DISTURBED AREA
DENOTES LIMITS OFLOD12+0011+00765RETAINRETAIN
RETAIN
RETAIN EXIST CI
EXIST CI
RETAIN
SITE 3
SS EASEMENT760
765765
765765765765765765765765
770 770770770770775775775
7807
8
0SSMHRIM=772.31IN(N)=767-8" VCPIN(NW)=764.95-10" PVCIN(W)=764.48-10" VCPIN(SW)=767.73-8" VCPOUT(SE)=763.7-10" VCPSTMHTOP=768.197IN(NW)=762.09-40" BRICKIN(SW)=764.35-24" VCPOUT(SE)=761.05-40" BRICKSTMHRIM=771.08IN(SW)=763.93-40" BRICKOUT(SE)=763.88-40" BRICKCITOP=771.24IN(SW)=766.59-18" VCPOUT(NE)=766.48-18" VCPCI
TOP=771.04
IN(NE)=766.1-24" CLAY
OUT(SW)=766.1-24" CLAY CONCSTONESTREETLIGHTWILSON ST.RIGHT OF WAY2476
775.63
TA SIDEWALKSSMHRIM=765.57IN(SW)=758.62-8"VCPOUT(NE)=758.54-8"VCP2426
767.84
TC CITOP=764.62IN(N)=758.72-12" VCPIN(NW)=757.27-40" BRICKOUT(NE)=757.22-48" BRICKOUT(NE)=760.51-10" VCPSSMHRIM=764.39IN(NW)=760.56-10" VCPOUT(SE)=760.33-12" VCPCITOP=764.74SSMHRIM=763.58IN(SW)=757.80-8"VCPOUT(NE)=757.36-8"VCPSTMHRIM=765.64IN(S)=756.75-48"BRICK PIPEOUT(E)=756.74-48"BRICK PIPEYIGRATE=762.97IN(SW)=758.77-30"RCPOUT(NE)=758.60-30"RCPSTMHRIM=767.03IN(NW)=760.48-40" BRICKIN(SW)=761.88-18" VCPOUT(SE)=760.48-40" BRICK14"10" SSSHOUSESIGNNO PARKINGSIGNINTERSECTIONSTREET LIGHT48"30" RCP FESRIM=756.13
48" BRICK PIPE
15" RCP 12"14"14" 14"14"18" 12"30"12"10"14"12"S
SSTOP=780.03'RIM=780.25'6"6"ENDEOIEOICONC SWCONC GRBST PARKINGBUILDINGEXISTINGD
D
D
D
D
D D D
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\Hydraulics\Permitting\Buffers\DGP4_psh_buf_con_11.dgnDETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/14/2021A&Y GREENWAY
DOWNTOWN GREENWAY PHASE 4 &
C17ALL 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 DETAILMATCHLINE -G2A- STA 13+00 (SEE SHEET C4)C11
HUNT ST (CLOSED)
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
SHEET 24 OF 24
PERMIT DRAWING
NAD 83 PERMANENT IMPACTS ZONE 1 (GREENWAY)
PERMANENT IMPACTS ZONE 1 (STREAM)
PERMANENT IMPACTS ZONE 2 (GREENWAY)
EXEMPT
DISTURBED AREA
DENOTES LIMITS OFLOD
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%12+0011+00RETAINRETAIN
RETAIN
RETAIN EXIST CI
EXIST CI
RETAIN