20180957 Ver 2_03c_DGP4_ErosionControls_20211217

PLPL
240012805.76SSMHDD
D
D
D
D D
D
D
DS
SD
DS DS
SD SD
DD
D
D
D
D SSSS-102
SS-103
SS-104
SS-105
SS-106
SS-107
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
6"VCP
8"VCP
12"VCP
8"VCP
8"VCP
12"VCP
36" R
CP
36" R
CP36" 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" RCP15" VCP18
" RCP
1
8
" RCP
RR12" VCP18" RCPNot Found
12" RCP
8"VCP
SSMH
RIM=806.43
IN(SW)=797.09
IN(SE)=796.94
OUT(NE)=795.59 S8"VCP
8"VCP
END OF PIPE NOT FOUND
AND IS UNKNOWN TO THE
CITY OF GREENSBORO15" VCP8"VCP
1
5"
R
C
P
8"
8"
8"
8"
2"
12"
12"
12"
12"
12"
12"
12"
12"
8"VCP
24" RCP
E
XIS
T
R/WRAILROAD R/W
RA
ILROAD
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
EXIST R/W200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
(20' RADIUS)
RIGHT OF WAY EASEMENT
DB 6401, PG 796 (TRACT 1)
GPN 0001669
500 SPRING GARDEN ST.
CHAPMAN/SPRING GARDEN, LLC
0001
PB 72, PG 69
DB 3175, PG 407
GPN 0066187
403 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
0002
PB 72, PG 135
DB 3253, PG 383
GPN 0001418
515 SPRING GARDEN ST.
STATE OF NORTH CAROLINA
A CORPORATION OF GUILFORD COUNTY AND
COLLEGE HILL TOWNHOUSES ASSOCIATION,
0001_A
DB 6410, PG 796 (TRACT 2)
GPN 0001668
418 S. SPRING ST.
CHAPMAN/SPRING GARDEN, LLC
0036
DB 6401, PG 257
GPN 0001667
410 S. SPRING ST.
ALICE H. AGAPION
0037
622 S. CEDAR ST.
GPN 0060197
DB 3175, PG 407; PB 72, PG 69
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
402 S. SPRING ST.
GPN 0001666
DB 7182, PG 2766
DAVID A. BROACH
and
J. ALLEN BROACH
CPB 2, P
G 62
PB 72, P
G 69
D
B 3175, P
G 407
GP
N 0060197
622 S. CE
D
AR ST.
P
ART
NERS
HIP
A N
O
RT
H C
AR
OLIN
A GE
NER
AL
C
OLLE
GE HILL DE
VEL
OP
ME
NT C
O
MP
A
N
Y
0003
HAS SENIOR RIGHTS)
(ALAN B. CARROLL PROPERTY
DEED OVERLAP
0036_A
GREENSBORO LAND & IMPROVEMENT CO.
DB 53, PG 550 790790 790790795795795795 795795795795795795795 795800800800800800800800800800
800 800
800 800800800805
8
0
5
805
805 8058058058058058058058058058058058
1
0
810 810810810810815
815
815820
820
820825 825830 830835
835840
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_1.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
MATCHLINE -G1- STA 18+00 (SEE SHEET E-2)PAVEMENT MARKINGS. (APPLIES TO ALL SHEETS)
CABINET, CANTILEVERED FLASHING LIGHT, SIGNAL, AND
ELEMENTS INCLUDING RAILROAD TRACKS, SIGNAL
NOTE: CONTRACTOR TO REMOVE ALL RAILROAD
E-1 22OF
EROSION CONTROL NARRATIVE
STREAM CROSSING/WETLANDS DISTURBANCE.
BE OBTAINED FROM THE STATE AND CORPS FOR ANY
ALL OF THE NECESSARY APPROVALS HAVE BEEN/WILL
ACCORDING TO THE LAW OF THE "MINING ACT OF 1971".
DISCLOSED AS TO WHERE IT IS BEING DUMPED
OR WASTE DIRT IS HAULED OFF SITE SHOUD BE
PLANNED. IF BORROW
THERE ARE NO OFF SITE BORROW/WASTE AREAS
EACH SPECIFIC DEVICE.
CONSTRUCTION. SEE DETAILS FOR MAINTENANCE FOR
ALL DEVICES WILL BE MAINTAINED THROUGHOUT
CHANNEL AND STREAM ENHANCEMENTS.
STREAM IN THE FORM OF CLEARING DEBRIS OUT OF THE
THERE WILL ALSO BE MAINTENANCE PERFORMED ON THE
PROTECTION, SILT FENCE & CONSTRUCTION ENTRANCE.
CONSTRUCTION SEQUENCE WILL INCLUDE: INLET
MEASURES INSTALLED IN ACCORDANCE WITH THE
DITCHES AND NEW STORM DRAINAGE. EROSION CONTROL
COMBINATION OF EXISTING STABILIZED RAILROAD SIDE
RECREATIONAL INFRASTRUCTURE. THE SITE WILL USE A
GREENWAY WITH ASSOCIATED UTILITIES AND
THE PROPOSED DEVELOPMENT INCLUDES A 7411 L.F.
CROSSINGS WITH AN AVERAGE SLOPE OF 3+/-%.
RAILROAD LINE WITH SEVERAL ROADWAY AND STREAM
COMMERCIAL DEVELOPMENT. THE SITE IS CURRENTLY A
THE SITE IS SURROUNDED BY PREVIOUSLY DEVELOPED
RAILROAD RIGHT OF WAY IN THE CITY OF GREENSBORO.
THE PROPOSED SITE IS LOCATED WITH AN EXISTING
CONSTRUCTION SEQUENCE:
CHECKOUT BY DEVELOPER AND THEIR ENGINEER.20.
FINAL CLEAN UP.19.
WASH TIES OF VEHICLES PRIOR TO ENTERING STREET.
CONDITIONS REQUIRE, EQUIPMENT MUST BE ON SITE TO
REMOVE ANY SEDIMENT TRACKED ONTO THE STREET. IF
THE CONTRACTOR SHALL HAVE ON SITE THE MEANS TO18.
PERMIT.
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
KEEPING ALL ITEMS/RECORDS REQUIRED BY THE NATIONAL
ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
EROSION CONTROL MAINTENANCE DURING CONSTRUCTION. IN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE17.
AND STABILIZE.
OCCURS, REMOVE SEDIMENT, GRADE TO FINAL ELEVATIONS
TO REMOVAL OF EROSION CONTROL DEVICES. ONCE THIS
REMOVE. ALL UPSTREAM AREAS MUST BE STABILIZED PRIOR
AND EROSION CONTROL OFFICE HAS ISSUED APPROVAL TO
UNTIL SITE IS PROPERLY STABILIZED WITH GROUND COVER
ALL EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE16.
SCHEDULE.
REQUIRED ON THE ATTACHED STABILIZATION TIMEFRAMES
SEED OR OTHERWISE STABILIZE A;; DENUDED AREAS AS15.
SIGNIFICANT RAINFALL.
DEVICES SHALL BE INSPECTED AND REPAIRED AFTER EACH
DILIGENTLY MAINTAINED THROUGHOUT CONSTRUCTION.
EROSION CONTROL DEVICES SHALLED BE INSTALLED AND14.
SACK.
THE NEXT SECTIONS COFFER DAMS, PUMP AROUND AND SILT
COFFER DAMS FOR THE PREVIOUS WORK BEFORE INSTALLING
AREAS AS THEY ARE WORKED ON. DO NOT REMOVE THE
SILT SACKS FOR ALL STREAM CLEANING AND ENHANCEMENT
"IN THE DRY". INSTALL COFFER DAMS, PUMP AROUNDS AND
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE DONE13.
INSTALL FINAL WEARING COURSE FOR GREENWAY.12.
INSTALL STONE BASE FOR GREENWAY.11.
CONSTRUCT ALL AMENITIES ALONG GREENWAY TRAIL.10.
GRADING OF GREENWAY.9.
TO ACT AS EROSION CONTROL.
CONSTRUCT THE GREENWAY. LEAVE AS MUCH AS POSSIBLE
REMOVE ONLY THE STONE BALLAST AS NECESSARY TO8.
ROADWAYS.
INSTALL FINAL WEARING COURSE AND STRIPING ON7.
INSTALL UTILITIES PATH ROADWAYS.6.
MILL ROADWAYS.5.
AND APPURTENANCES.
CLEARING, GRUBBING AND REMOVAL OF RAILROAD TRACKS4.
THE TOP OF BANK.
STREAM BANK SHALL BE POSITIONED AT LEAST 1.5' FROM
EROSION CONTROL. ANY SILT FENCE ADJACENT TO A
CLEAR SITE ONLY AS NECESSARY TO CONSTRUCT REMAINING3.
INSTALL CONSTRUCTION ENTRANCES.2.
OBTAIN GRADING PERMIT1.
SITE DESCRIPTION STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.NEWGARDEN ROAD-Y2-
10+00
11+0012+0013+0014+0016+0017+0011+00
12+00 15+0010+0013+0014+00
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
18"WVRRPLPLPLPLPLD
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
48" RCP
18" RCP12" DIP
TOP OF PIPE=776.38
END OF STRUCTURE NOT FOUND
PIPE IS UNKNOWN TO THE CITY OF GREENSBORO
8"DI
PCIPP LINED 8"CIPP LINED 8"NOT FOUND
RAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
RAILROAD R/W
EXIST R/W
100' RAILWAY RIGHT OF WAY
RAILROAD R/W
RAILROAD R/W
RIGHT OF WAY EASEMENT (20' RADIUS)
RAILWAY COMPANY)
(per Station Map-ATLANTIC & YADKIN
TRESTLE
200' RAILWAY RIGHT OF W AY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
NORFOLK SOUTHERN CORPORATION
SS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
THE GREENSBORO CITY
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
CPB 2, PG 62
PB 72, PG 69
DB 3175, PG 407
GPN 0060197
622 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY
0003
DB 5382, PG 1697
GPN 0001663
709 W. MCGEE ST.
ALAN B. CARROLL
0038
770
770
7
7
0
7707707707
7
0
770
770775775775
775775775775
775775775775775775775775775775780780780780780780780780780
780
7
8
0
7
8
0
780
780780785
785
785785785785785790790795795JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_2.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
MATCHLINE -G1- STA 26+00 (SEE SHEET E-3)MATCHLI
NE
-G1-
STA 18+00
(SEE SHEET E-1)
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
E-2 19OF
S. CEDAR ST
W. MCGEE ST19+0012+0020
+00 21+0022+0023+0012+00
11+00 24+0025+00-G1-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
RRRRWVPLPLPLPLPLPLD
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
DI-109
MH-113
ROOF DRAINS
S
SCPP4"SS-157
6
" DI
P 4" DIPSLOPE DRAINS
SS-158
SS-159
10"VCP 4"VCP4"V
CP1
2
"D
IP
FOFOFOFOFOS
S
S
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD
R/W
RAILROAD
R/W EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
EX
IS
T
R
/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
100' RAILWAY RIGHT OF WAY
VARIABLE WIDTH R/W (SR 3841)W.MARKET STREETS
0
4° 10' 06"W
4
9.84'
S
0
2
° 3
1' 1
1
"W90
.1
2'99.88'N85° 32' 11"WS85° 32' 11"E42.33'57.56'S85° 32' 11"EN
0
4
° 0
9' 33"E
9
0.1
5'
N
0
4
° 04' 1
3
"E
8
2.3
0'
N
0
4
° 04' 1
3
"E
1
3.5
2'60.14'N85° 36' 41"W42.19'N85° 36' 41"WSS EASEMENT
SS EASE
MENT
SS EASEMENT
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
GUILFORD COUNTY 617 W. MARKET ST.
GPN 0001497
DB 3841, PG 1518
BOARD OF EDUCATION
GUILFORD COUNTY
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
CONTEMPORARY LANDSCAPES INC.
DB 3120, PG 2
GPN 0003942
700 W MARKET ST.
0040C
D.B. 6708, PG. 159313.50' ALLEY PERPB 199, PG 17
DB 8096, PG 2676
GCPN 0003945
708 W MARKET ST.
and wife SYLVIA ALEXIOU
ODIS ALECK ALEXIOU
0040E 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 780780780780780780785
785
785
785
785
785
785
790
790790790
790790
7907907
9
0
795
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_3.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD
83
MATCHLINE -G1- STA 26+00 (SEE SHEET E-2)MATCHLINE -G2- STA 36+00 (SEE SHEET E-4)PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
DB 5750, PG 2275
GPN 0003945
708 W MARKET ST
ODIS ALECK ALEXIOU
0040C
DB 5750, PG 2275
GPN 0003945
708 W MARKET ST
ODIS ALECK ALEXIOU
0040B
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
E-3 22OFW. MARKET ST15''15'
'15''27+0028+0029+0030+0031+0032+0033+0022+0021+0020+0019+0018+0017+00-Y4-35+00-Y4- EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
PL10"2092764.88SSMH2403764.33BEGIN BOX CULVERT 9'- INV 9.25S
S
D
S S
SDDD
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"
14"10"
15"
18"
16"48"
10"
14"
14"
18"
12"

S
S
S
18" VCP
INV=759.48
24"VCP
INV=760.15
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46RIM=756.1348" BRICK PIPE15"VCP 15"VCP15"VCP12"DIP8"VCP
8"V
CP
15"DIP15"DIP 8"DIP8
"D
IP
15"DIP
24" RCP18" VCP8"VCP8"DIP18" VCP300132
785.49
wall
300133
785.52wall
300134
785.63wall
300135
779.16
wall
300136
779.70wall
6"VCP6" PVCLATERAL TO BUILDING
6
"
P
VCUNKNOWN END OF PIPE
SS-156 14"14"
18"
12"10"
14"
12"12"DIPSFRIENDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND
S
S 12"DIPS
S
6"6"EN
DEOIEOI
6" CIP18" RCP12" RCP15"TCNOT FOUND
S
S
SS C/O
TOP=766.12
2476775.63TAD

HOUSE
48"15" RCP12"
14"
14" 14"14"
18"
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
130' RAILWAY RIGHT OF WAY EXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/WRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
NORFOLK SOUTHERN CORPORATION
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
75' RAILWAY RIGHT OF WAY
60' NOMINAL R/W N
04° 04' 13"E49.77'
SS EASEMENT SS EASEMENTSS
E
A
SE
M
E
N
TSS EASEMENT
SS EASEMENT
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
DB 825, PG 292
GPN 0003925
706 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0042
0043
211 A N. CEDAR ST.
GPN 0003921
DB 7851, PG 1573
DB 5445, PG 1249 (TRACT 2)
GPN 0003916
409 GUILFORD AVE.
TADD W. MEYN (UNMARRIED)
0044
DB 6623, PG 1362
GPN 0003915
417 GUILFORD AVE.
SANDRA W. GILLESPIE
AND WIFE
JOSEPH E. GILLESPIE, III
0046
DB 6494, PG 274
DB 6920, PG 1018
GPN 0003914
501 GUILFORD AVE.
A NORTH CAROLINA CORPORATION
MICHAEL W. HALEY FOUNDATION, INC.,
0007
DB 5445, PG 1249 (TRACT 1)
GPN 0003920
217 YY N. CEDAR ST.
TADD W. MEYN (UNMARRIED)
0045DB 6494, PG 274 DB 6920, PG 1018GPN 0003914501 GUILFORD AVE.A NORTH CAROLINA CORPORATIONMICHAEL W. HALEY FOUNDATION, INC.,0007DB 823, PG 258
GPN 0003923
772 W. FRIENDLY AVE.
GREENSBORO
THE CITY OF
0006
BASIL N.T. AGAPION, SUBJECT TO THE LIFE
ESTATE OF BASIL (BILL) AGAPION AND SUBJECT
TO THE LIFE ESTATE OF SOPHIA S. AGAPION
DB 3729, PG 1609
GPN 0003940
115 N. CEDAR ST.
BOARD OF ALCOHOLIC CONTROL
THE CITY OF GREENSBORO
0041A
258
DB 5237, PG
GPN 0003913
200 WILSON ST
DOERNER
E. TODD
0063
755
760760760760760760
760760760760760
760760760760760760760760760760760760760760760760760760760760760760
760
760 760760760760760760760760760760760
760760760760760760760760760 760760760760760760760760760760765765765765765765765765
76
5
765
765
765
7
65 765765765765765770770770
770
770
770770
770
770770770770770770 770775775775
775775775
780 780780780780780780 780785
785785785
765765
765765765765765765770770775775775JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_4.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD
83
MATCHLINE -G2- STA 44+00 (SEE SHEET E-5)MATCHLINE -G2- STA 36+00 (SEE SHEET E-3)E-4 22OF
INSET
MATCHLINE -G2A- STA 11+50 (SEE INSET THIS SHEET)
MATCHLINE -G2A- STA 11+50 (SEE THIS SHEET)W. FRIENDLY AVE37+0038+0039+0040+0041+0042+0043+00-G2--G2A-14+00 12+00 EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
-G2A-11+00
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"

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
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST
R
/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT DB 7388, PG 2893
GPN 0003851
504 GUILFORD AVE.
CHANEY-FRYE #4, LLC
0008
DB 4494, PG 93
GPN 0003847
306 HILLSIDE DR.
CYNTHIA L. GARRISON
AND WIFE
DOUGLAS K. GARRISON
0013
DB 4382, PG 2186
GPN 0003846
308 HILLSIDE DR.
CYNTHIA L. GARRISON
DOUGLAS K. GARRISON
0014
DB 3886, PG 1691
GPN 0003845
310 HILLSIDE DR.
PATRICIA E. MIDGETT
AND WIFE
DANIEL S. NICHOLSON
0015
DB 5835, PG 1244
GPN 0003853
208 HILLSIDE DR.
#8, LLC
CHANEY PROPERTIESD.S.
0009
DB 5835, PG 1235
GPN 0003850
300 HILLSIDE DR.
#6, LLC
PROPERTIES
CHANEYD.S.
0010
DB 6443, PG 2020
GPN 0003849
302 HILLSIDE DR.
(UNMARRIED)
O'DONNELL
GERALD JAMES
0011
DB 4262, PG 346
GPN 0003848
304 HILLSIDE DR.
(SINGLE)
MARTHA J. DELANEY
0012
DB 6323, PG 864
GPN 0003844
312 HILLSIDE DR.
(UNMARRIED)
KELLY K. CARPENTER
0016
DB 2895 , PG 882
GPN 0003855
407 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0047
DB 2596 , PG 53
GPN 0003857
411 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0048
DB 154, PG 86
J.A. ODELL
0047_A 7507507507507
5
0
750
750
750
750755755755755755755
755 755755
755755755755760760
760 760760760760760760
760760760 765
765
765
765765770
770
770770775JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_5.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
MATCHLINE -G2- STA 52+00 (SEE SHEET E-6)MATCHLINE -G2- STA 44+00 (SEE SHEET E-4)E-5 22OFGUILFORD AVE-Y5- POT Sta. 11+85.22
-G2- POT Sta. 44+68.27 =
11+00
12+00
13+00 45+0046+0047+0048+0049+0050+0051+00-G2--Y5--Y5--G2-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
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" RCP12"D
IP18
" RCPSTMH
RIM=773.21
IN(W)=767.79
OUT(E)=767.57
D
R
CP
15"
PIPE
12" METAL
LATERAL TO BUILDING
16"
36"
TOP=740.92
TOP=741.04
12" METAL PIPE
R
A
ILR
O
A
D
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
EXIST R/W
EXIST R/WRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
(per COG G-677)
WATER MAIN R/W
DB 4725, PG 229
(per COG G-677)
DB 4727, PG 368
WATER MAIN R/W
DB 4745, PG 789
WATER MAIN R/W
(per COG G-677)
WATER MAIN R/W
DB 4759, PG 125
(per COG G-677)
WATER MAIN R/W
DB 1538, PG 556
(per COG D-2625)
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN W ILKINS
0029
SS EA
SEM
EN
TSS EASEMENT
D
B 6323, PG 864G
PN 0003844312
H
ILLSID
E
D
R.(U
N
M
A
R
R
IED
)K
ELLY
K.
C
A
R
PEN
TER0016
DB 7851, PG 2987
GPN 0004059
402 HILLSIDE DR.
CASSANDRA D. MAYER
AND SPOUSE
THOMAS J. MAYER, JR.
0017
DB 6793, PG 717
GPN 0004061
406 HILLSIDE DR.
LISA AMANI
0019
DB 6895, PG 1264
GPN 0004063
410 HILLSIDE DR.
DORA G. NELSON
AND WIFE
WILLIAM M. NELSON, JR.
0021
DB 7748, PG 500
GPN 0004064
412 HILLSIDE DR.
VALERIE A. COLL
0022
DB 7543, PG 1733
GPN 0004066
416 HILLSIDE DR.
SUSAN MICHELLE WILEY
AND WIFE
ROBERT GARY HILL
0024
DB 5323, PG 367
GPN 0004067
418 HILLSIDE DR.
TINA MARIE GILMORE
AND
TERI LYNN ANDERSON
0025
DB 7618, PG 3064
GPN 0004074
801 W. SMITH ST.
CITY OF GREENSBORO
0051
DB 7557, PG 227
GPN 0004076
800 W. SMITH ST.
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
D & W INVESTMENT PROPERTIES, LLC,
0052
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 7110, PG 693
GPN 0004060
404 HILLSIDE DR.
GIRARDI (SINGLE)
CHRISTOPHER DODD
0018
DB 6907, PG 308
GPN 0004062
408 HILLSIDE DR.
AN UNMARRIED WOMAN
SUZANNE V. FRAY,
0020
DB 3356, PG 913
GPN 0004065
414 HILLSIDE DR.
TOY
CYNTHIA LOUISE
PLOTT AND WIFE
KENNETH MARK
0023
DB 4314, PG 1429
GPN 0004068
420 HILLSIDE DR.
THOMPSON THOMAS
MERIAL DENA
0026
DB 5670, PG 916
GPN 0004069
422 HILLSIDE DR.
WASHBURN, UNMARRIED
AND PATRICIA P.
UNMARRIED
JASON R. WIGGERS,
0027
DB 3754, PG 412
GPN 0004070
500 HILLSIDE DR.
WILKINS
JOHN SULLIVAN
0028
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 2596, PG 53
GPN 0004075
425 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0050
DB 2596 , PG 53
GPN 0003856
413 423 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0049
0054_B
J.A. ODELL
DB 154, PG 86
0020_A
J.A. ODELL
DB 154, PG 86
740
740740740740745
745
7457457457457457457457
4
5
745
745745745745 745750
7507507507507507507507507507
50
750750750750750750
750
755755755
7
5
5
7557557557
6
0
760
760
765
765
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_6.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"NAD 83MATCHLINE -G2- STA 52+00 (SEE SHEET E-5)MATCHLINE -G2- STA 60+00 (SEE SHEET E-7)DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
E-6 22OF
W . SMITH ST53+0054+0055+0056+0057+0058+0059+0060+001
4+0013+00
12+00
11+00
-Y7- EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
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
STS
WR3646763.92SSMH
SSTSWR
18" RCP
15" RCP
GUY WIRE
RAILROAD R/W
RAILROAD R/W
RA
ILROAD
R
/W
RAILROAD R/W
E
X
IS
T
R
/W
EX
IS
T
R
/W
E
X
IST R
/W
EXI
ST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/WEXI
S
T R/WEXIS
T R/W (AP
P
ROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
DB 1735, PG 147
GPN 0003997
509 HILLSIDE DR.
CITY OF GREENSBORO
0068
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
DB 7668, PG 852
GPN 0004079
1007 BATTLEGROUND AVE.
JESC LLC
0054DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 3194-804)
(DRAINAGE EASEMENT
DB 1412-309
WB 4, PG 369
MARY P. LINDER
0054_A
DB 7410, PG 1055
GPN 0003988
612 N. MENDENHALL ST.
JANINE MARIE OLIVER
0030
DB 4062, PG 2002
GPN 0003986
616 N. MENDENHALL ST.
DANIEL MARK GREEN (DIVORCED)
0032
DB 7645, PG 1739
GPN 0003987
614 N. MENDENHALL ST.
(UNMARRIED)
ANN BLAIR WILBURN
0031
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
INCORPORATED
ABERCROMBIE OIL COMPANY,
0055
CITY OF GREENSBORO
0056
REALTY COMPANY
0055_A
GUILFORD INSURANCE &
DB 308, PG 249
PB 4, PG 163
DB 154, PG 86
0054_B
J.A. ODELL
735735735735
735 735
740740740740740
740
740
740
74
0
740740740
745745745
745
745
745
745
74574574574574574
5
745745745750
75
0
750
750
75075
5
755
760
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_7.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
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
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
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
MATCHLINE -G2- STA 60+00 (SEE SHEET E-6)MATCHLINE -G3- STA 70+00 (SEE SHEET E-8)E-7 22OFHILL ST61+0060+0062+00
12
+
00
13+0014+00
15+0017+0016+0015+0066+0067+0068+0069+00-G3-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
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
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"
18" RCP310082746.65BEAM
T310083746.69BEAM
T310088743.05BEAM
B310089742.79BEAM
B
310095742.60BEAM
SEC310097747.81RAIL310096750.34RAIL310052746.61S BEAM
TOP 310053742.94S BEAM
BOTTOM 310092742.35BEAM SEC310093742.58BEAM
SEC300148744.87rail road tracks300074738.63conc beam
lshot300091737.39wood pylon lshot300092737.65wood pylon lshot300093737.54wood pylon lshot300094738.95wood pylon lshot300095741.46bottom
conc beam lshot300097741.27bottom conc beam
lshot300098741.27bottom
conc beam
lshot300115742.42conc beam
lshot300116742.41conc beam lshot300117740.46conc beam lshot300118740.45conc beam lshot300119740.36conc beam lshot300120740.37conc beam lshot300121738.77conc beam lshot300122738.77conc beam lshot300123738.59conc beam lshot300124738.57conc beam lshot300125736.43conc beam
lshot300126737.13conc beam lshot300151744.96rail road tracks300152744.94rail road tracks310005742.52AT310006741.34AB310007742.50AT310008740.36BT310009738.90BB
310016738.64DT
310033742.52AT310035741.30AB310036742.50CT310037740.50CB
310038740.43BT
310039738.81BB310040738.59DT
310041736.31DB
310060750.11S RAIL START310100742.51Y M
ID310101740.61Y M
ID310102740.45X MID310103738.93X
MID
310104738.66Z M
ID
310105742.44Y M
ID310106740.55Y
MID
310107740.38X
MID310108738.87X MID310109738.56Z MID
310026748.26RAIL
310063748.30ARCH
M
ID RAIL310064748.28ARCH
RAIL310067740.72GL 310068740.95GL310069741.14GL310070736.64SS 8"310071736.61SS 8"310080740.15IN
ARC310021743.37ARC
M
310024743.19IN ARC M
310066740.75GL310073736.55SS 8"12"VCP
S12" VCP
24" RCP
OUT(SE)=735.45
IN(NE)=737.66
IN(NW)=735.51
RIM=743.88
SSMH
1
5
" VCP
300001744.52gps2300003744.57gps2 2nd shotSM
IT
H

S
T
RAILROAD R/W
RAILROAD R/W RAILROAD R/W
RAILROAD R/WEXIST R/W
EXIST R/W
E
XIS
T
R/WEXIST R/WEXIST R/W (APPROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)(APPROX)EXIST R/WSS EASEMENTCITY OF GREENSBORO
0056
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
ABERCROMBIE OIL COMPANY, INC
0055
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
730730 7357357357357
3
5
735 7357357
4
0 740740740740
740
740 740740740740740745745 745745
745
745 745745
745
745745745745
7457457457 45745
745745745745745
745 745745
745
7
4
5
745
7
4
5
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_8.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
MATCHLINE -G3- STA 70+00 (SEE SHEET E-7)MATCHLINE -G3- STA 78+25 (SEE SHEET E-9)E-8 22OF
-Y9- POC Sta. 11+99.16
-G3- POT Sta. 74+48.50 =
-Y11- Sta. 12+12.13
-G3- Sta. 75+27.77 =71+0072+0073+0074+001
1
+0
0 75+0013+0014+0077+0078+0011+0012+00-G3-
-Y9--Y10-11+0012+00-G3A--Y
11--Y11-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
PL
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
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
7507
50750750750
7
5
0
750755
755
755755
755
755
755
760760
760760
760760 765JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_9.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
MATCHLINE -G3- STA 78+25 (SEE SHEET E-8)E-9 22OF15+0079+0080+0081+0082+0083+0084+0085+0086+00-Y11-
-G3-
-G3-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
PLPL
240012805.76SSMHDD
D
D
D
D D
D
D
DS
SD
DSS DS
SD SD
DD
D
D
D
D SSSS-101
SS-102
SS-103
SS-104
SS-105
SS-106
SS-107
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
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
SSMH
RIM=806.43
IN(SW)=797.09
IN(SE)=796.94
OUT(NE)=795.59 S8"VCP
8"VCP
END OF PIPE NOT FOUND
AND IS UNKNOWN TO THE
CITY OF GREENSBORO15" VCP8"VCP
1
5"
R
C
P
GROUND COORDINATES
BASED ON NAD 83(2011)
N= 844,454.7079 ft.
E=1,764,509.3089 ft.
EL=810.445 ft.(NAVD 1988)
8"
8"
8"
8"
2"
12"
12"
12"
12"
12"
12"
12"
12"
8"VCP
24" RCP
E= 1,763,914.2081 ft.
N= 844,545.4055 ft.
NAD 1983(2011) GROUND COORDINATES
E
XIS
T
R/WRAILROAD R/W
RA
ILROAD
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W EXIST R/WEXIST R/W200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
(20' RADIUS)
RIGHT OF WAY EASEMENT
DB 6401, PG 796 (TRACT 1)
GPN 0001669
500 SPRING GARDEN ST.
CHAPMAN/SPRING GARDEN, LLC
0001
PB 72, PG 69
DB 3175, PG 407
GPN 0066187
403 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
0002
PB 72, PG 135
DB 3253, PG 383
GPN 0001418
515 SPRING GARDEN ST.
STATE OF NORTH CAROLINA
A CORPORATION OF GUILFORD COUNTY AND
COLLEGE HILL TOWNHOUSES ASSOCIATION,
0001_A
DB 6410, PG 796 (TRACT 2)
GPN 0001668
418 S. SPRING ST.
CHAPMAN/SPRING GARDEN, LLC
0036
DB 6401, PG 257
GPN 0001667
410 S. SPRING ST.
ALICE H. AGAPION
0037
622 S. CEDAR ST.
GPN 0060197
DB 3175, PG 407; PB 72, PG 69
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY,
402 S. SPRING ST.
GPN 0001666
DB 7182, PG 2766
DAVID A. BROACH
and
J. ALLEN BROACH
CPB 2, P
G 62
PB 72, P
G 69
D
B 3175, P
G 407
GP
N 0060197
622 S. CE
D
AR ST.
P
ART
NERS
HIP
A N
O
RT
H C
AR
OLIN
A GE
NER
AL
C
OLLE
GE HILL DE
VEL
OP
ME
NT C
O
MP
A
N
Y
0003
HAS SENIOR RIGHTS)
(ALAN B. CARROLL PROPERTY
DEED OVERLAP
0036_A
GREENSBORO LAND & IMPROVEMENT CO.
DB 53, PG 550 790790 790790795795795795 795795795795795795795 795800800800800800800800800800
800 800
800 800800800805
8
0
5
805
805 805805805805805805805805805805805810
8
1
0
8
1
0
810 810810810810810815
815815
815
815
8158
2
0
8
2
0
820
820
8208
2
5
8
2
5
825 8258
3
0
8
3
0
830 8308
3
5
835
835
835840
840
845
790790790795795795800
800
800800JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_10.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
PAVEMENT MARKINGS. (APPLIES TO ALL SHEETS)
CABINET, CANTILEVERED FLASHING LIGHT, SIGNAL, AND
ELEMENTS INCLUDING RAILROAD TRACKS, SIGNAL
NOTE: CONTRACTOR TO REMOVE ALL RAILROAD
E-10 22MATCHLINE -G1- STA 18+00 (SEE SHEET E-11)OF
SYSTEM
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
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 NEWGARDEN ROAD-Y2-9+00
10+00
11+0012+0013+0014+0016+0017+0011+00
12+00 15+0010+0013+0014+00
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
18"WVRRPLPLPLPLPLD
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" RCP12" DIP
TOP OF PIPE=776.38
END OF STRUCTURE NOT FOUND
PIPE IS UNKNOWN TO THE CITY OF GREENSBORO
8"DI
PCIPP LINED 8"CIPP LINED 8"NOT FOUND
RAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
RAILROAD R/W
EXIST R/W
100' RAILWAY RIGHT OF WAY
RAILROAD R/W
RAILROAD R/W
RIGHT OF WAY EASEMENT (20' RADIUS)
RAILWAY COMPANY)
(per Station Map-ATLANTIC & YADKIN
TRESTLE
200' RAILWAY RIGHT OF W AY
NORFOLK SOUTHERN CORPORATION
YADKIN RAILWAY COMPANY)
(per Station Map-ATLANTIC &
NORFOLK SOUTHERN CORPORATION
SS EASEMENT
SS EASEMENT
S
S
E
AS
E
ME
NT
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
THE GREENSBORO CITY
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
CPB 2, PG 62
PB 72, PG 69
DB 3175, PG 407
GPN 0060197
622 S. CEDAR ST.
PARTNERSHIP
A NORTH CAROLINA GENERAL
COLLEGE HILL DEVELOPMENT COMPANY
0003
DB 5382, PG 1697
GPN 0001663
709 W. MCGEE ST.
ALAN B. CARROLL
0038
770
770
7
7
0
7707707707
7
0
770
770775775775
775775775775
775775775775775775775775775775780780780780780780780780780
780
7
8
0
7
8
0
780
780780785
785
785785785785785790790795795775775775
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
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_11.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
705 W. MCGEE ST.
GPN 0001664
DB 3258, PG 888
SARA J. DUHAM
and
LAWSON A. DUHAN
E-11 22MATCHLINE
-G1-
STA 18+00
(SEE SHEET E-10)MATCHLINE -G1- STA 26+00 (SEE SHEET E-12)OF
RETAIN
SYSTEM
RETAIN EXIST
RETAIN
CI (STD. NO. 402)
PROPOSED COG
CI (STD. NO. 402)
PROPOSED COG
RETAIN EXIST CI
SHEET T7
SEE DETAIL 8
EST 45 SY GFD
EST 80 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
SHEET T7
SEE DETAIL 9
EST 60 SY GFD
EST 80 TONS
CLASS II RIP RAP
CHANNEL IMPROVEMENTS
REMOVE EXIST CI
PROPOSED COG CI (STD. NO. 402)
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
RETAINS. CEDAR ST
W. MCGEE STPUMP AROUND TO SEDIMENT SACK
IMPERVIOUS DIKE
IMPERVIOUS DIKE19+0012+0020
+00 21+0022+0023+0012+00
11+00 24+0025+00-G1-12' EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
RRRRWVPLPLPLPLPLPLD
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
DI-109
MH-113
ROOF DRAINS
S
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
S
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD
R/W
RAILROAD
R/W EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/W
EX
IS
T
R
/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
100' RAILWAY RIGHT OF WAY
VARIABLE WIDTH R/W (SR 3841)W.MARKET STREETS
0
4° 10' 06"W
4
9.84'
S
0
2
° 3
1' 1
1
"W90
.1
2'99.88'N85° 32' 11"WS85° 32' 11"E42.33'57.56'S85° 32' 11"EN
0
4
° 0
9' 33"E
9
0.1
5'
N
0
4
° 04' 1
3
"E
8
2.3
0'
N
0
4
° 04' 1
3
"E
1
3.5
2'60.14'N85° 36' 41"W42.19'N85° 36' 41"WSS EASEMENT
SS EASE
MENT
SS EASEMENT
PB 2, PG 51
DB 174, PG 489
DB 6003, PG 2026
GPN 0003789
815 W. MARKET ST.
GREENSBORO COLLEGE, INC.
0004
817 W. MARKET ST.
GPN 0003789
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
BOARD OF EDUCATION
GUILFORD COUNTY 617 W. MARKET ST.
GPN 0001497
DB 3841, PG 1518
BOARD OF EDUCATION
GUILFORD COUNTY
DB 2798, PG 916
DB 2804, PG 879
DB 5595, PG 837
GPN 0003791
100 S. CEDAR ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0039
CONTEMPORARY LANDSCAPES INC.
DB 3120, PG 2
GPN 0003942
700 W MARKET ST.
0040C
D.B. 6708, PG. 159313.50' ALLEY PERPB 199, PG 17
DB 8096, PG 2676
GCPN 0003945
708 W MARKET ST.
and wife SYLVIA ALEXIOU
ODIS ALECK ALEXIOU
0040E 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 780780780780780780785
785
785
785
785
785
785
790
790790790
790790
7907907
9
0
795
770
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
0
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_12.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
C17
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD
83
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
DB 5750, PG 2275
GPN 0003945
708 W MARKET ST
ODIS ALECK ALEXIOU
0040C
DB 5750, PG 2275
GPN 0003945
708 W MARKET ST
ODIS ALECK ALEXIOU
0040B
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
22MATCHLINE -G1- STA 26+00 (SEE SHEET E-11)MATCHLINE -G2- STA 36+00 (SEE SHEET E-13)OFE-12
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
STRUCTURES WHEN APPLICABLE)
DRAINS TO PROPOSED DRAINAGE
OF PEDESTRIAN WALKWAYS (TIE
ENHANCEMENT AREA NO.1 OUTSIDE
WALL UNDERDRAIN SYSTEMS IN
CONTRACTOR TO OUTLET RETAINING
(STD. NO. 400)
PROPOSED COG MH
DRAINAGE STRUCTURE
DRAIN TIE TO PROPOSED
4" OUTLET PIPE FOR SHOULDER
EST 10 SY GFD
EST 4 TONS
EMBANKMENT PROTECTION
INTO CLASS I RIP RAP AS
OUTSIDE OF EXISTING HEADWALL
OPEN END PIPE OUTLET
SEE DETAIL 4 SHEET T7
EST 40 SY GFD
EST 35 TONS
CLASS I RIP-RAP
EMBANKMENT PROTECTION
FLARED END SECTION W/
DRAIN
SHOULDER
4" PIPE
RETAIN EXIST CURB
18" RCP-III
15" RCP-III
15" RCP-III
18" RCP-III
15" RCP-III
18" RCP-III
24" RCP-III
15" RCP-III
24" RCP-III 24" RCP-III
18" RCP-III
15" RCP-III
15" RCP-III
W/ELBOWS
18" HDPE
15" RCP-III
NCDOT STD. NO. 840.31
PROPOSED JB W/ MH COVER
15" HDPE W/ELBOWS
RETAIN EXIST. SYSTEMRETAINDRAIN
SHOULDER
4" PIPE
O
O W. MARKET ST15''15'
'15''
PUMP
AROUND
TO
SED
IMENT
SACK 27+0028+0029+0030+0031+0032+0033+0022+0021+0020+0019+0018+0017+00-Y4-35+00-Y4-12' EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
PL10"2092764.88SSMH2403764.33BEGIN BOX CULVERT 9'- INV 9.25S
S
D
S S
SDDD
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"
14"10"
15"
18"
16"48"
10"
14"
14"
18"
12"

S
S
S
18" VCP
INV=759.48
24"VCP
INV=760.15
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46RIM=756.1348" BRICK PIPE15"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
785.52wall
300134
785.63wall
300135
779.16
wall
300136
779.70wall
6"VCP6" PVCLATERAL TO BUILDING
6
"
P
VCUNKNOWN END OF PIPE
SS-156 14"14"
18"
12"10"
14"
12"12"DIPSFRIENDLY AVE.CENTERLINE CREEKNOT FOUNDNOT FOUND
S
S 12"DIPS
S
TOP=780.03'RIM=780.25'6"6"EN
DEOIEOI
6" CIP18" RCP12" RCP15"TCTOP=773.92'
SSMH
NOT FOUND
S
S
SS C/O
TOP=766.12
2476775.63TAD

HOUSE
48"15" RCP12"
14"
14" 14"14"
18"
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
130' RAILWAY RIGHT OF WAY EXIST R/WEXIST R/WEXIST R/WEXIST R/WRAILROAD R/WRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
NORFOLK SOUTHERN CORPORATION
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
75' RAILWAY RIGHT OF WAY
60' NOMINAL R/W N
04° 04' 13"E49.77'
SS EASEMENT SS EASEMENTSS
E
A
SE
M
E
N
TSS EASEMENT
SS EASEMENT
PB 11, PG 14
DB 6415, PG 1403;
DB 6416, PG 1176
GPN 0003934
710 720 W. FRIENDLY AVE.
304 HOLDINGS, LLC
0040
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
PB 11, PG 14
DB 3440, PG 1053
GPN 0003938
814 W. MARKET ST.
RICHARD A. LANE
0005
DB 825, PG 292
GPN 0003939
707 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0041
DB 825, PG 292
GPN 0003925
706 W. FRIENDLY AVE.
THE CITY OF GREENSBORO
0042
0043
211 A N. CEDAR ST.
GPN 0003921
DB 7851, PG 1573
DB 5445, PG 1249 (TRACT 2)
GPN 0003916
409 GUILFORD AVE.
TADD W. MEYN (UNMARRIED)
0044
DB 6623, PG 1362
GPN 0003915
417 GUILFORD AVE.
SANDRA W. GILLESPIE
AND WIFE
JOSEPH E. GILLESPIE, III
0046
DB 6494, PG 274
DB 6920, PG 1018
GPN 0003914
501 GUILFORD AVE.
A NORTH CAROLINA CORPORATION
MICHAEL W. HALEY FOUNDATION, INC.,
0007
DB 5445, PG 1249 (TRACT 1)
GPN 0003920
217 YY N. CEDAR ST.
TADD W. MEYN (UNMARRIED)
0045DB 6494, PG 274 DB 6920, PG 1018GPN 0003914501 GUILFORD AVE.A NORTH CAROLINA CORPORATIONMICHAEL W. HALEY FOUNDATION, INC.,0007DB 823, PG 258
GPN 0003923
772 W. FRIENDLY AVE.
GREENSBORO
THE CITY OF
0006
BASIL N.T. AGAPION, SUBJECT TO THE LIFE
ESTATE OF BASIL (BILL) AGAPION AND SUBJECT
TO THE LIFE ESTATE OF SOPHIA S. AGAPION
DB 3729, PG 1609
GPN 0003940
115 N. CEDAR ST.
BOARD OF ALCOHOLIC CONTROL
THE CITY OF GREENSBORO
0041A
258
DB 5237, PG
GPN 0003913
200 WILSON ST
DOERNER
E. TODD
0063
755
760760760760760760
760760760760760
760760760760760760760760760760760760760760760760760760760760760760
760
760 760760760760760760760760760760760
760760760760760760760760760 760760760760760760760760760760765765765765765765765765
76
5
765
765
765
7
65 765765765765765770770770
770
770
770770
770
770770770770770770 770775775775
775775775
780 780780780780780780 780785
785785785
760765765765770
770 770
775
760 760760765765760 760760760
760
760760760
760
765
760
765765
765765765765765765770770775775775JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_13.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD
83
E-13 22MATCHLINE -G2- STA 36+00 (SEE SHEET E-12)MATCHLINE -G2- STA 44+00 (SEE SHEET E-14)OF
MATCHLINE -G2A- STA 11+50 (SEE INSET THIS SHEET)
INSET
MATCHLINE -G2A- STA 11+50 (SEE THIS SHEET)
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
18" R
C
P
SEE DETAIL 2 SHEET T7
135 SY GFD
60 TONS CLASS 'B' RIP RAP
TOE PROTECTION
R
ETA
INRETAINRETAIN EXIST CIGRATE 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 EXIST CIRETAIN15" 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
OW. FRIENDLY AVEPUMP AROUND TO SEDIMENT SACK
IMPERVIOUS DIKE
IMPERVIOUS DIKE
RETAIN37+0038+0039+0040+0041+0042+0043+00-G2--G2A-14+00 12+00 EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
-G2A-11+00
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
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST
R
/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
15' DRAINAGE EASEMENT
(per COG D-2625)
WATER MAIN R/W
DB 1537, PG 536
per COG D-2625
SS EASEMENT
SS EASEMENT DB 7388, PG 2893
GPN 0003851
504 GUILFORD AVE.
CHANEY-FRYE #4, LLC
0008
DB 4494, PG 93
GPN 0003847
306 HILLSIDE DR.
CYNTHIA L. GARRISON
AND WIFE
DOUGLAS K. GARRISON
0013
DB 4382, PG 2186
GPN 0003846
308 HILLSIDE DR.
CYNTHIA L. GARRISON
DOUGLAS K. GARRISON
0014
DB 3886, PG 1691
GPN 0003845
310 HILLSIDE DR.
PATRICIA E. MIDGETT
AND WIFE
DANIEL S. NICHOLSON
0015
DB 5835, PG 1244
GPN 0003853
208 HILLSIDE DR.
#8, LLC
CHANEY PROPERTIESD.S.
0009
DB 5835, PG 1235
GPN 0003850
300 HILLSIDE DR.
#6, LLC
PROPERTIES
CHANEYD.S.
0010
DB 6443, PG 2020
GPN 0003849
302 HILLSIDE DR.
(UNMARRIED)
O'DONNELL
GERALD JAMES
0011
DB 4262, PG 346
GPN 0003848
304 HILLSIDE DR.
(SINGLE)
MARTHA J. DELANEY
0012
DB 6323, PG 864
GPN 0003844
312 HILLSIDE DR.
(UNMARRIED)
KELLY K. CARPENTER
0016
DB 2895 , PG 882
GPN 0003855
407 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0047
DB 2596 , PG 53
GPN 0003857
411 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0048
DB 154, PG 86
J.A. ODELL
0047_A 7507507507507
5
0
750
750
750
750755755755755755755
755 755755
755755755755760760
760 760760760760760760
760760760 765
765
765
765765770
770
770770775760760750755 755
755760750755755750
755
750JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_14.dgnALL CONSTRUCTION MUST CONFOR
M
T
O THEUNDERGROUND UTILITY PROTE
C
T
I
ON ACTPREPARED IN THE OFFICE OF:
C 2021
PHONE: [phone]
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE ST., SUITE 600
NC LICENSE #F-0102
P-05645-04/P-05644A-04
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
E-14 22MATCHLINE -G2- STA 44+00 (SEE SHEET E-13)MATCHLINE -G2- STA 52+00 (SEE SHEET E-15)OF
1% ANNUAL CHANCE FLOOD (BFE)
CI
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
1% ANNUAL CHANCE FLOOD (FUTURE)
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
18" RCP-III
SHEET T7
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
OEST 100 SY GFD
EST 100 TON
CLASS II RIP RAP
PIPE OUTLET
REPAIR EXISTINGGUILFORD AVEPUMP AROUND TO SEDIMENT SACK
IMPERVIOUS DIKE
IMPERVIOUS DIKE
-Y5- POT Sta. 11+85.22
-G2- POT Sta. 44+68.27 =
11+00
12+00
13+00 45+0046+0047+0048+0049+0050+0051+00-G2--Y5--Y5--G2-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
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" RCP12"D
IP18
" RCPSTMH
RIM=773.21
IN(W)=767.79
OUT(E)=767.57
D
R
CP
15"
PIPE
12" METAL RETAI
NI
NG
W
ALLLATERAL TO BUILDING
16"
36"
TOP=740.92
TOP=741.04
12" METAL PIPE
R
A
ILR
O
A
D
R
/W
R
A
ILR
O
A
D
R
/W
RAILROAD R/W
EXIST R/W
EXIST R/WRAILROAD R/W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
(per COG G-677)
WATER MAIN R/W
DB 4725, PG 229
(per COG G-677)
DB 4727, PG 368
WATER MAIN R/W
DB 4745, PG 789
WATER MAIN R/W
(per COG G-677)
WATER MAIN R/W
DB 4759, PG 125
(per COG G-677)
WATER MAIN R/W
DB 1538, PG 556
(per COG D-2625)
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN W ILKINS
0029
SS EA
SEM
EN
TSS EASEMENT
D
B 6323, PG 864G
PN 0003844312
H
ILLSID
E
D
R.(U
N
M
A
R
R
IED
)K
ELLY
K.
C
A
R
PEN
TER0016
DB 7851, PG 2987
GPN 0004059
402 HILLSIDE DR.
CASSANDRA D. MAYER
AND SPOUSE
THOMAS J. MAYER, JR.
0017
DB 6793, PG 717
GPN 0004061
406 HILLSIDE DR.
LISA AMANI
0019
DB 6895, PG 1264
GPN 0004063
410 HILLSIDE DR.
DORA G. NELSON
AND WIFE
WILLIAM M. NELSON, JR.
0021
DB 7748, PG 500
GPN 0004064
412 HILLSIDE DR.
VALERIE A. COLL
0022
DB 7543, PG 1733
GPN 0004066
416 HILLSIDE DR.
SUSAN MICHELLE WILEY
AND WIFE
ROBERT GARY HILL
0024
DB 5323, PG 367
GPN 0004067
418 HILLSIDE DR.
TINA MARIE GILMORE
AND
TERI LYNN ANDERSON
0025
DB 7618, PG 3064
GPN 0004074
801 W. SMITH ST.
CITY OF GREENSBORO
0051
DB 7557, PG 227
GPN 0004076
800 W. SMITH ST.
COMPANY
A NORTH CAROLINA LIMITED LIABILITY
D & W INVESTMENT PROPERTIES, LLC,
0052
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 7110, PG 693
GPN 0004060
404 HILLSIDE DR.
GIRARDI (SINGLE)
CHRISTOPHER DODD
0018
DB 6907, PG 308
GPN 0004062
408 HILLSIDE DR.
AN UNMARRIED WOMAN
SUZANNE V. FRAY,
0020
DB 3356, PG 913
GPN 0004065
414 HILLSIDE DR.
TOY
CYNTHIA LOUISE
PLOTT AND WIFE
KENNETH MARK
0023
DB 4314, PG 1429
GPN 0004068
420 HILLSIDE DR.
THOMPSON THOMAS
MERIAL DENA
0026
DB 5670, PG 916
GPN 0004069
422 HILLSIDE DR.
WASHBURN, UNMARRIED
AND PATRICIA P.
UNMARRIED
JASON R. WIGGERS,
0027
DB 3754, PG 412
GPN 0004070
500 HILLSIDE DR.
WILKINS
JOHN SULLIVAN
0028
DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 2596, PG 53
GPN 0004075
425 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0050
DB 2596 , PG 53
GPN 0003856
413 423 PRESCOTT ST.
BOARD OF EDUCATION
GUILFORD COUNTY
0049
0054_B
J.A. ODELL
DB 154, PG 86
0020_A
J.A. ODELL
DB 154, PG 86
740
740740740740745
745
7457457457457457457457
4
5
745
745745745745 745750
7507507507507507507507507507
50
750750750750750750
750
755755755
7
5
5
7557557557
6
0
760
760
765
765
750750750750755
745755
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_15.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"NAD 83DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
E-15 22MATCHLINE -G2- STA 52+00 (SEE SHEET E-14)MATCHLINE -G2- STA 60+00 (SEE SHEET E-16)OF
F
L
OOD (BF
E)
1
% ANNUAL CHANCE
FLOOD (BFE)
1% ANNUAL CHANCE1% ANNUAL CHANCE FLOOD
(BFE)
RETAIN 18" RCP
RETAIN
COG CI
RETAIN EXIST
OPEN END PIPE
RETAIN EXIST 18"
SHEET T7
SEE DETAIL 7
4' BASE DITCH
SPECIAL LATERAL SHEET T7
SEE DETAIL 5
FALSE SUMP
CI (STD. NO. 402)
PROPOSED COG
GRATE 434)
DI (STD. NO. 435
PROPOSED COG
CI (STD. NO. 402)
W/PROPOSED COG
REMOVE CI & REPLACE1% ANNUAL CHANCE FLOOD
(FUTURE)
SHEET T7
SEE DETAIL 3
2' BASE DITCH
SPECIAL LATERAL
END SECTION
18" RCP-III FLARED
18" RCP-III
RCP-III
18"
(
F
UTURE)CHANCE
F
LOOD1
% ANNUALCHANCE FLOOD (FUTURE)
1% ANNUAL
GRADE TO DRAIN
RCP-III
15"
4" PIPE SHOULDER DRAIN
O
SEE DETAIL 1/UC-2A
FLOWABLE FILL SADDLE
W . SMITH ST53+0054+0055+0056+0057+0058+0059+0060+001
4+0013+00
12+00
11+00
-Y7-
22.5'
2
2.5'
12'
8'
8'
6'
6
'
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
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
STS
WR
8"VCP3646763.92SSMH
S30" RCP
STSWR
18" RCP
15" RCP
GUY WIRE
SSMH
IN(SE)=758.42
OUT(N)=758.37
RIM=763.92
RAILROAD R/W
RAILROAD R/W
RA
ILROAD
R
/W
RAILROAD R/W
E
X
IS
T
R
/W
EX
IS
T
R
/W
E
X
IST R
/W
EXI
ST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W
EXIST R/W
EXIST R/W
EXIST R/WEXI
S
T R/WEXIS
T R/W (AP
P
ROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
200' RAILWAY RIGHT OF WAY
NORFOLK SOUTHERN CORPORATION
DB 1735, PG 147
GPN 0003997
509 HILLSIDE DR.
CITY OF GREENSBORO
0068
DB 3754, PG 414
GPN 0004071
504 HILLSIDE DR.
JOHN SULLIVAN WILKINS
0029
DB 7668, PG 852
GPN 0004079
1007 BATTLEGROUND AVE.
JESC LLC
0054DB 5577, PG 1413
GPN 0004081
517 PRESCOTT ST.
A NORTH CAROLINA CORPORATION
LAROSE PROPERTIES, INC.,
0053
DB 3194-804)
(DRAINAGE EASEMENT
DB 1412-309
WB 4, PG 369
MARY P. LINDER
0054_A
DB 7410, PG 1055
GPN 0003988
612 N. MENDENHALL ST.
JANINE MARIE OLIVER
0030
DB 4062, PG 2002
GPN 0003986
616 N. MENDENHALL ST.
DANIEL MARK GREEN (DIVORCED)
0032
DB 7645, PG 1739
GPN 0003987
614 N. MENDENHALL ST.
(UNMARRIED)
ANN BLAIR WILBURN
0031
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
INCORPORATED
ABERCROMBIE OIL COMPANY,
0055
CITY OF GREENSBORO
0056
REALTY COMPANY
0055_A
GUILFORD INSURANCE &
DB 308, PG 249
PB 4, PG 163
DB 154, PG 86
0054_B
J.A. ODELL
735735735735
735 735
740740740740740
740
740
740
74
0
740740740
745745745
745
745
745
745
74574574574574574
5
745745745750
75
0
750
750
75075
5
755
760
745
745
750
75
0
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_16.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
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
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
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
E-16 22MATCHLINE -G2- STA 60+00 (SEE SHEET E-15)MATCHLINE -G3- STA 70+00 (SEE SHEET E-17)OF
FLOODWAYFLOODWAY1% ANNUAL CHANCE FLOOD (BFE)FLOOD
(BFE)1% ANNUAL CHANCERETAIN CI
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAIN
CI (STD. NO. 402)
PROPOSED COG
COG MH
RETAIN
RETAINING WALL
EXIST 15" RCP BEHIND
MH (STD. NO. 400) INTO
TIE PROPOSED COG
RETAIN
SHEET T7
SEE DETAIL 2
60 SY GFD
55 TONS CLASS 'B' RIP RAP
TOE PROTECTIONCHANCE FLOOD (FUTURE)1% ANNUALCHANCE FLOOD
(FUTURE)1% ANNUAL4" PIPE SHOULDER DRAIN
TIE TO PROPOSED DRAINAGE STRUCTURE
4" OUTLET PIPE FOR SHOULDER DRAIN
COG CI
EXIST
RETAIN
15" RCP-III
18" RCP-III
RE
T
AI
NRET
AI
NOHILL ST61+0060+0062+00
12
+
00
13+0014+00
15+0017+0016+0015+0066+0067+0068+0069+00-G3-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
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"
18" RCP310082746.65BEAM
T310083746.69BEAM
T310088743.05BEAM
B310089742.79BEAM
B
310095742.60BEAM
SEC310097747.81RAIL310096750.34RAILBR
IDGE
A
310052746.61S BEAM
TOP 310053742.94S BEAM
BOTTOM 310092742.35BEAM SEC310093742.58BEAM
SEC300148744.87rail road tracks300074738.63conc beam
lshot300091737.39wood pylon lshot300092737.65wood pylon lshot300093737.54wood pylon lshot300094738.95wood pylon lshot300095741.46bottom
conc beam lshot300097741.27bottom conc beam
lshot300098741.27bottom
conc beam
lshot300115742.42conc beam
lshot300116742.41conc beam lshot300117740.46conc beam lshot300118740.45conc beam lshot300119740.36conc beam lshot300120740.37conc beam lshot300121738.77conc beam lshot300122738.77conc beam lshot300123738.59conc beam lshot300124738.57conc beam lshot300125736.43conc beam
lshot300126737.13conc beam lshot300151744.96rail road tracks300152744.94rail road tracks310005742.52AT310006741.34AB310007742.50AT310008740.36BT310009738.90BB
310016738.64DT
310033742.52AT310035741.30AB310036742.50CT310037740.50CB
310038740.43BT
310039738.81BB310040738.59DT
310041736.31DB
310060750.11S RAIL START310100742.51Y M
ID310101740.61Y M
ID310102740.45X MID310103738.93X
MID
310104738.66Z M
ID
310105742.44Y M
ID310106740.55Y
MID
310107740.38X
MID310108738.87X MID310109738.56Z MID
310026748.26RAIL
310063748.30ARCH
M
ID RAIL310064748.28ARCH
RAIL310067740.72GL 310068740.95GL310069741.14GL310070736.64SS 8"310071736.61SS 8"310080740.15IN
ARCBRIDGE C310021743.37ARC
M
310024743.19IN ARC M
310066740.75GL310073736.55SS 8"12"VCP
S12" VCP
24" RCP
OUT(SE)=735.45
IN(NE)=737.66
IN(NW)=735.51
RIM=743.88
SSMH
1
5
" VCP
300001744.52gps2300003744.57gps2 2nd shotIN(N)=740.42-8"VCP
SM
IT
H

S
T
RAILROAD R/W
RAILROAD R/W RAILROAD R/W
RAILROAD R/WEXIST R/W
EXIST R/W
E
XIS
T
R/WEXIST R/WEXIST R/W (APPROX)
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)(APPROX)EXIST R/WSS EASEMENTCITY OF GREENSBORO
0056
DB 7880, PG 674
GPN 0004072
1013 BATTLEGROUND AVE.
ABERCROMBIE OIL COMPANY, INC
0055
DB 143, PG 96
GPN 0006562
1041 BATTLEGROUND AVE.
CITY OF GREENSBORO
0033
730730 7357357357357
3
5
735 7357357
4
0 740740740740
740
740 740740740740740745745 745745
745
745 745745
745
745745745745
7457457457 45745
745745745745745
745 745745
745
7
4
5
745
7
4
5
745745745740740745 745745745745JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_17.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
E-17 22MATCHLINE -G3- STA 70+00 (SEE SHEET E-16)MATCHLINE -G3- STA 78+25 (SEE SHEET E-18)OFFLOODWAYFLOODWAY
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
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
-Y9- POC Sta. 11+99.16
-G3- POT Sta. 74+48.50 =
-Y11- Sta. 12+12.13
-G3- Sta. 75+27.77 =71+0072+0073+0074+001
1
+0
0 75+0013+0014+0077+0078+0011+0012+00-G3-
-Y9--Y10-11+0012+00-G3A--Y
11--Y11-
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
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
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
7507
50750750750
7
5
0
750755
755
755755
755
755
755
760760
760760
760760 765745745
745750750
750
755
755
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_18.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
CMK
CMK
JWM
2015-003
TIE TO EXIST SIDEWALK
AT EXIST CONC JOINT
TIE TO EXIST CURB AND GUTTER
RETAIN EXIST SIDEWALK
CROSSWALK WITH STREETPRINT XD
6" CONC CURB RAMP AND SIDEWALK
4" CONC SIDEWALK
1
7
6
5
4
3
2
8
(SEE DETAIL 1/SHEET T7)
SPECIAL LATERAL "V" DITCH
9
(SEE LANDSCAPE PLANS)
PROPOSED CONCRETE PAD
10
FLASHING BEACON
RECTANGULAR RAPID
PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
NAD 83
E-18MATCHLINE -G3- STA 78+25 (SEE SHEET E-17)22OFFLOOD (BFE)1% ANNUAL CHANCE
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
1% ANNUAL CHANCE FLOOD (FUTURE)OO
15+0079+0080+0081+0082+0083+0084+0085+0086+00-Y11-
-G3-
-G3-12'
EROSION CONTROL LEGEND
FIBER FILTRATION TUBE
ROCK CHECK DAM
ROCK DOUGHNUT INLET PROTECTION
ROCK OUTLET FOR SILT FENCE
BLOCK & GRAVEL INLET PROTECTION
WIRE & STONE INLET PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
PRIOR TO CULVERT INSTALLATION/REPAIR WORK.
CULVERTS SHALL NOT BE DISTURBED UNTIL IMMEDIATELY
STREAM BANKS THAT WILL BE DISTURBED TO INSTALL
POSITIONED AT LEAST 1.5' FROM THE TOP OF BANK.
ANY SILT FENCE ADJACENT TO A STREAM BANK SHALL BE
COFFER DAM AND PUMP AROUND DETAILS SHEET 20.
BY USE OF COFFER DAMS AND PUMP AROUNDS. SEE
CONDUCTED "IN THE DRY". THIS SHALL BE ACCOMPLISHED
ALL WORK WITHIN THE STREAM CHANNEL SHALL BE
OVERLAND FLOW TO THE STREAM.
OF STREAM BANK FOR ALL AREAS WHERE THERE IS
FIBER FILTRATION TUBES WILL BE INSTALLED AT THE TOP
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_19.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
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
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024436
SHEET T5)
PAVEMENT REPAIR (SEE DETAIL
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
E-19 22OF
SILT FENCESILT FENCE
TOP VIEW
TOP VIEW
1' - 6" MIN.
SILT FENCE
CROSS SECTION
2:1
3' MAX.
STONE
STRUCTURAL
2
1F
LOW
STONE
CONTROL
SEDIMENT
1' - 6" MIN.
1'
SILT FENCESILT FENCE
POST
2'
BE NO. 5 OR NO. 57 STONE
SEDIMENT CONTROL STONE SHALL
CONTROL PURPOSES.
(CLASS "B") STONE FOR EROSION
STRUCTURAL STONE SHALL BE
NOTE:
POST
ROCK OUTLET FOR SILT FENCE
N.T.S.
MESH SPACING = 6 IN.
(14 GAUGE WITH MAX.
WIRE FENCE "HOG WIRE"
SILT FENCE DETAIL
NTS
6" ABOVE GROUND LEVEL.
WASHED STONE TO A HEIGHT OF
AND SECURED BY PLACING
BE PLACED IN TRENCH
BOTTOM OF FILTER MUST
:NOTE
24" INTO GROUND
STEEL POST DRIVEN
HEIGHT=3'
SPECS. FOR MATERIAL
FILTER FABRIC SEE
EXCAVATED TRENCH.
FILTER FABRIC BURIED 8" IN
BOTTOM OF WIRE FENCE AND
FLOWWATER
SECTION
STEEL POSTS
FLOWWATER
FLOWWATER
6"
8"FLOWWATER
FENCE AND CANNOT GO UNDER IT.
RUNOFF IS FORCED TO GO THROUGH THE
BOTTOM OF THE SILT FENCE SO THAT
THE SOIL FIRMLY TO ANCHOR THE
BACKFILL THE TRENCH AND COMPACT
:STEP 4
POSTS
BETWEEN
MAX. 8'
FABRIC 8" INTO THE TRENCH.
FENCE AND EXTEND THE BOTTOM OF THE
ATTACH THE FILTER FABRIC TO THE WIRE
:STEP 3
8" INTO THE EXCAVATED TRENCH.
EXTEND THE BOTTOM OF THE FENCE
ATTACH WIRE FENCE TO POSTS AND
:STEP 2
ALONG THE LINE OF POSTS.
AND EXCAVATE A 8" X 6" TRENCH UPHILL
DRIVE STEEL POSTS 18" INTO GROUND
:STEP 1
INCHES.
FENCING WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE
PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
WITH A MINIMUM LENGTH OF 4 FT. MAKE SURE THAT STEEL POSTS HAVE
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 lb/LINEAR FT. STEEL
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120°F.
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
BELOW.
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS SHOWN
NYLON, POLYESTER, OR POLYETHYLENE YARN, WHICH IS CERTIFIED BY THE
1. USE A SYNTHETIC FILTER FABRIC OR A PERVIOUS SHEET OF POLYPROPYLENE,
:CONSTRUCTION SPECIFICATIONS
HAS BEEN PROPERLY STABILIZED.
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
BECOME IN EFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
:MAINTENANCE
20% (MAX.) ELONGATION
TENSILE STRENGTH AT
FILTERING EFFICIENCY
PHYSICAL PROPERTY
0.3 gal/sq ft/min (MIN)
50 lb/lin IN (MIN)
EXTRA STRENGTH-
30 lb./lin IN (MIN)
STANDARD STRENGTH-
85% (MIN)
REQUIREMENTS
SLURRY FLOW RATE
CONSTRUCTION ENTRANCE DETAIL
SITE CONDITIONS MAY REQUIRE VARIATIONS FROM THESE DESIGN CRITERIA. VARIATIONS WILL BE DETERMINED
LOCATION = LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
WIDTH = 12 FOOT MINIMUM OF FULL WIDTH AT ALL POINTS OF THE
UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER
NTS
AS REQ.
THICKNESS
6" MIN.
COARSE AGGREGATE
2" TO 3"
C/L PUBLIC ROAD
OR APPROVED BY THE APPROPRIATE STATE EROSION CONTROL AUTHORITY.
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
LENGTH = 50 FOOT MINIMUM
DIMENSIONS OF GRAVEL PAD - THICKNESS = 6 INCHES MINIMUM
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
CRITERIA:
DESIGN
5
0' MI
N.
12' MIN.
(THRU BLOCKING)
2x4 WOOD STUD
BLOCK & GRAVEL CURB INLET PROTECTION
N.T.S.
CURB INLET
WIRE SCREEN
WIRE SCREEN
GRAVEL FILTER (NO. 4 WASHED)
CONCRETE BLOCK
CURB INLET
CONSTRUCTION SPECIFICATIONS
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT.
MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILITY, REMOVE ALL
SUBSEQUENT RAINS.
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATELY STORAGE VOLUME FOR
INSPECT THE BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
WASHED STONE IS RECOMMENDED.
THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. NC DOT #57
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF
OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 INCH OPENINGS
OPENINGS.
LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK
FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE
POOL DRAINAGE. PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM DRAIN
1. LAY ONE BLOCK ON SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW TO ALLOW
MAINTENANCE
WIRE AND STONE INLET PROTECTION
CONSTRUCTION SPECIFICATIONS

WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE CARE NOT TO DAMAGE OR UNDERCUT OR THE
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16"
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
STEEL POSTS AT THE TOP, MIDDLE AND BOTTOM. PLACING A 2-FOOT FLAP OF THE WIRE MESH
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
MAINTENANCE
EXTENDS 1' HORIZONTALLY
BOTTOM OF WIRE MESH
#57 WASHED STONE
1'
1'
2'
UNDER STONE
HEIGHT:
MIN. 2'
1/4" MESH OPENINGS
23 GA. MIN. & SHALL HAVE
WIRE MESH-HARDWARE CLOTH
STEEL POSTS
INTO GROUND
DRIVEN 18"
STEEL POST
2'
DROP INLET
WITH GRATE
#57 WASHED STONE 1/4" WIRE MESH
STEEL POSTS
DOUGHNUT INLET PROTECTION DETAIL
PROP. RCP
N.T.S.
2'
3:1 SLOPE
1'
2:1 SLOPE
FINE GRAVEL FACE
1' MIN THICKNESS
3" STONE
SILT SOCK / WATTLE (FIBER FILTRATION TUBE)
MATTING
WATTLEWATTLEDitch Spacing For 12 Inch Silt Sock/Wattle
Channel Slope (%)Space Between Silt Socks/ Wattles (Feet)
1 100
2 50
3 33
4 25
5 20NOTES:
1.Other materials providing equivalent protection against erosive velocities may be substituted for
use in silt socks or wattles.
2.Use a minimum 12 inch diameter silt sock/wattle.
3.Fill silt sock/wattle netting uniformly to the desired length such that logs do not deform.
4.Use 24 inch long wooden stakes with a 2 inch x 2 inch nominal cross section.
5.Install silt sock/wattle(s) to a height on slope so flow will not wash around silt sock/wattle and
scour slopes, or as directed.
6.Install a minimum of two upslope stakes and four downslope stakes at an angle to wedge silt
sock/wattle to ground at bottom ditch.
7.The use of Polyacrylamide (PAM) is recommended. Apply 2-3 ounces of anionic PAM on top of
sock/wattle. Apply 1-2 ounces to matting on either side of sock/wattle. Reapply after each 1.0 inch
rainfall.
MAINTENANCE:
1.Inspect silt sock/wattle(s) weekly and after each rain of 1 inch or greater. Remove accumulated
sediment and any debris.
2.Silt sock/Wattle(s) must be replaced if clogged or torn.
3.If ponding becomes excessive, the silt sock/wattle may need to be replaced with a larger diameter
or a different measure.
4.Reinstall if damaged or dislodged.
5.Silt socks/Wattles shall be inspected until land disturbance is compete and the area above the
measure is permanently stabilized.
WATTLE MATTING
STAKES
ANGLE STAKES TO
WEDGE WATTLE ONTO
GROUND
STAKE INSTALLATION
CROSS-SECTION
WATTLE
SILT SOCK/
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_20.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
CMK
CMK
JWM
2015-003 PROFESSION
A
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N ORTH CAR
O
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.
J
YERFFE
M O ORE
WPROFESSION
A
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NG INEER
N ORTH CAR
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024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
E-20 22OF
FLOWFILTER BAG
GEOTEXTILE DEWATERING
4.0'-15.0'
RANGE
WIDTH
0.5'
NO. 57 STONE
0.5' LAYER OF NCDOT
3.0 FEET
3:13:1 1.0 FOOTGROUND
EXISTING
NON-WOVEN FILTER FABRIC
RIP RAP
0.5' LAYER OF 2"-3"
FURTHER DAMAGE.
ALL NEEDED REPAIRS TO PREVENT
DISLODGED. IMMEDIATELY MAKE
THE STONES HAVE BEEN
RIPRAP HAS TAKEN PLACE, OR IF
EROSION AROUND OR BELOW THE
RAINFALL EVENTS TO SEE IF ANY
SIGNIFICANT (1 INCH OR GREATER)
STRUCTURES WEEKLY AND AFTER
INSPECT RIPRAP OUTLET 1)
:MAINTENANCE
REPAIRS IMMEDIATELY.
INEFFECTIVE. MAKE REQUIRED
COLLAPSE, TEAR, OR BECOMING
MAINTAINED TO PREVENT
ENSURE IMPERVIOUS DIKES ARE 1)
:MAINTENANCE STREAM6.0'-15.0'
LENGTH RANGE
ID
GDB
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
OUTLET.
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
OUTLET.FLOW
PUMP FLOW
EXAMPLE OF PUMP-AROUND OPERATION
NOT TO SCALE
GEOTEXTILE DEWATERING DIRT BAG
HOSE
DISCHARGE
PUMP
PLAN VIEW
PUMP HOSE
SECURING SPOUT TO
STRAPPING FOR
HIGH STRENGTH
SEWN IN SPOUT
CHANNEL
OUTLET TO STREAM
PROVIDE STABILIZED
STREAM BANK.
THE BANK OF THE CHANNEL BELOW THE WORK AREA.
SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
1"-6" RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF 6.
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING DIRT
IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN 5.
BY SEDIMENT ACCUMULATION.
DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED 4.
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO 3.
GEOTEXTILE DEWATERING DIRT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE 2.
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE 1.
DISTURBED AREA WITH SEED AND MULCH.
REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE 9.
DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK.
EXTENT OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER
PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK DAY. THE 8.
HOSE. (DOWNSTREAM IMPERVIOUS DIKES COFFER DAM FIRST).
COFFER DAMS. REMOVE IMPERVIOUS DIKES, COFFER DAMS, PUMPS, AND TEMPORARY FLEXIBLE
EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR 7.
PERFORM STREAM REPAIR WORK IN ACCORDANCE WITH THE PLANS.6.
DAY'S WORK.
DEWATERING THE ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE
PLACE DOWNSTREAM IMPERVIOUS DIKE FOR STREAM PUMP AROUND OPERATION. BEGIN 5.
BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.
PLACE UPSTREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA. BEGIN 4.
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TEMPORARY FLEXIBLE HOSE. 3.
INSTALL GEOTEXTILE DEWATERING DIRT BAG, AS APPROVED.2.
BAG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT 1.IDSEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
STABILIZED OUTLET
SEE NOTES 5-6
A A
D2 x D1
2
4 x D
RIP RAP
MIX 8"-12"
WELL GRADED
HOSE
PUMP
HOSE
PUMP
1.5 x D FILTER FABRIC
SECTION A-A
PLAN
ENERGY DISSIPATOR PUMP OUTLET
NOT TO SCALE
20
1
20
3
20
5
20
4
NOT TO SCALE
IMPERVIOUS DIKE
EXAMPLE OF STREAM DIVERSION OPERATION
NOT TO SCALE
AREA.
MAY VARY IN SIZE FROM TOTAL WORK
STABILIZED BY THE END OF THE DAY.
DAILY CONSTRUCTION AREA TO BE
BYPASS PUMP
FOR CLEAN UPSTREAM
CHANNEL BASE FLOW
EDGE OF FLOODPLAIN,
TYP.
TEMPORARY FLEXIBLE
PUMP HOSE, TYP.BASE FLOWSTREAM
IMPERVIOUS DIKE, TYP.
20
4
BY-PASS PUMP OUTLET
WITH ENERGY
DISSIPATOR, TYP.DGRADE
DEWATERING PUMP
FOR SEDIMENT LADEN WATER
WITHIN WORK AREA
EXISTING STREAM
CHANNELFLOWDIVERTED BASE BASE FLOWSTREAM 20
3
20
5
20
2
AREA.
MAY VARY IN SIZE FROM TOTAL WORK
STABILIZED BY THE END OF THE DAY.
DAILY CONSTRUCTION AREA TO BE
COFFER DAM, TYP.
EDGE OF FLOODPLAIN,
TYP.
TOP OF EXISTING
STREAM BANK, TYP.
EXISTING STREAM
TOE OF BANK, TYP.BASE FLOWSTREAM DIVERTED GDB
DEWATERING PUMP
FOR SEDIMENT LADEN WATER
WITHIN WORK AREA
20
3
B
A
S
E

F
L
O
W
S
T
R
E
A
M
BASE FLOWSTREAM DIVERTED OF BANK SLOPE
FLOW WIDTH FROM TOE
MINIMUM REQUIRED BASE
DRY WORK AREA.
STREAM DIVERSION AND PUMP AROUND GENERAL NOTES
GEOTEXTILE DEWATER DIRT BAG GENERAL NOTES
PLAN VIEW
FLOW
TOP OF IMPERVIOUS
DIKE
PONDED WATER
AREA
DRY WORK
A A
REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
EVENTS, UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING, PRIOR TO PREDICTED RAIN FALL
PUMPS AND HOSES.
MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. THIS INCLUDES
NECESSARY.
IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW WHEN
PROJECT.
CONTRACTOR SHALL USE A " " FOR ALL PUMP-AROUND WORK ASSOCIATED WITH THIS 2.
3.
4.
5.
6.
7.
CLASS I RIP RAP, NEW
JERSEY BARRIER OR
OTHER APPROVED
NON-ERODIBLE MATERIAL
1
2 MAX.
PLATE WITH IMPERVIOUS
POLYETHYLENE
MEMBRANE, 20 MIL
THICK
EXISTING STREAM BED
3.0' MIN.
TOP WIDTH
OR WSE + 1.0'
1/2 BKF DEPTH MIN.
HEIGHT
WSE
SECTION A-A
PLATE UPSTREAM SIDE
OF IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON-ERODIBLE
MATERIAL, 1 FOOT THICK
TRENCH IN FABRIC
MIN. 1 FOOT
FILTER FABRIC PER
SPECIFICATIONS
AREA
DRY WORK
AREA
DRY WORK
EXISTING GROUND
DIRT BAG
DEWATERING
GEOTEXTILE
6.0'-15.0'
LENGTH RANGE
AS NEEDED
STABILIZE OUTLET
PUMP FLOW
HOSE
DISCHARGE
PUMP
SIDE VIEW
57 STONE
ON 0.5' OF NCDOT NO.
DIRT BAG TO BE PLACED
SILENT PUMP
ISOLATED SECTIONS OF CHANNEL.
1. ALL IN-STREAM EXCAVATION AND STRUCTURE INSTALLATION SHALL BE PERFORMED IN ONLY DRY OR
SEAMS
STITCHED "J" TYPE
HIGH STRENGTH DOUBLE
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_21.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
CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
E-20 21OF
JOB NO.CITY OF GREENSBORO
SHEET NO.
ROADWAY
SEWER
WATER
SIDEWALK
TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BENCH MARKS
DESIGNED
CHECKED
SCALE:
BY
BY
BY
ENGINEERING DIVISION
REVISIONS
GIS DISCLAIMER
Applies
General Permit
NPDES
SENSITIVE INFORMATION
City of Greensboro.
permission of the
without the express written
Not to be copied or distributed
City of Greensboro.
System (GIS) software used by the
available on the Geographic Information
compiled by photogrammetric methods,
linestyle were not surveyed, they were
Objects on this map shown with a dotted
HOZI: 1"=30'VERT: 1'=3'
authorization and adoption by Kimley-Horn and Associates, Inc.
Reuse of and improper reliance on this document without written
for the specific purpose and client for which it was prepared.
presented herein, as an instrument of service, is intended only
This document, together with the concepts and designs
Copyright Kimley-Horn and Associates, Inc., 2019
DETAILED
14.0 Acres
DISTURBED AREA =
COG Water Resources Dept.12/17/2021K:\RAL_Roadway\011462036 - Downtown Greenway Phase 4\Plan\Plan Sheets\Erosion Control\DGP4_psh_22.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
CMK
CMK
JWM
2015-003 PROFESSION
A
LE
NG INEER
N ORTH CAR
O
LINA

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

.
J
YERFFE
M O ORE
W
SEAL
024436
PHASE 4 AND A&Y GREENWAY
EB-6037C DOWNTOWN GREENWAY
"F"
E-22 22OF