20180957 Ver 2_03a_DGP4_CollegeBranchEnhancement_20211217

C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
10"D
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5
DEAD
DECIDUOUS
TREE
S
S
S
HOUSE
S
S
S
S
S
S
S
S
S
S
S
SS C/O
TOP=766.12
SSWR
D
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 200 400
EX-2
EX-3
EX-4
SSWR
D
UTILITY POLEOVERHEAD UTILITYLINESCONCRETE SIDEWALKEDGE OF PAVEMENTTOP OF WOOD DECKHVACCOMPRESSORS8" HOLLY TREE12" BRADFORD PEAR TREE12" BRADFORD PEAR TREE12" BRADFORD PEAR TREE12" BRADFORD PEAR TREE12" BRADFORD PEAR TREEOVERHEAD UTILITYLINESUTILITY POLEUTILITY SUPPORT POLEGUY WIRE ANCHORSGUY WIRESCONCRETE SIDEWALKGRASS STRIPCURB & GUTTERUTILITY POLEWATER VALVESWATER METERFDC CONNECTIONFDC SIGNNO PARKING SIGNOVERHEAD UTILITYLINESEDGE OF PAVEMENTLIGHT POLETOP OF BANKTOP OF BANKEDGE OF CREEKTREE LINEEDGE OF PAVEMENT4' HIGHCHAIN LINK FENCECENTER OF DRAINAGEEDGE OF DRAINAGETOP OF SLOPETREE DRIP LINE10" HDPE PIPEINV=777.346" PVC PIPEINV=779.006" PVC PIPEINV=780.68D
D
D
D
D
D
D
D
D
D
S
SD
S
D
S
D
SS-108
SS-109
SS-110
SS-111
SS-110SS-109SS-108 SS-111
MH-110
MH-111
CI-106
CI-106
CI-107
CI-108
CI-108
CI-109
CI-109
CI-110
CI-110
CI-111
CI-111 CI-112
CI-112
SCI-113
CI-113
CI-114
CI-114
CI-154
CI-154
DI-107
DI-107
DI-108
DI-108
CI-107
OUT(N)=784.31-18"VCP
DI-106
BLIND JB
24"VCP
INV=784.14
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
TOP=785.26
OUT(
N
E)=781.05-15"
R
C
P
GRA
T
E
=785.84IN(S)=782.60-15"
R
C
P
OUT(
N)=782.60-15"
R
C
P
TOP=809.72IN(N
E)=805.34-15"
R
C
P
OUT(
S)=804.96-15"
R
C
P
TOP=789.79
IN(SW)=784.79-18"RCP
IN(N)=784.69-18"-RCP
OUT(NW)=784.29-18"RCP
TOP=788.26
OUT(NE)=785.16-18"RCP
TOP=789.92
IN(E)=786.52-18"RCP
OUT(S)=786.12-18"RCP
TOP=786.97
IN(S)=782.37-18"VCP
OUT(N)=781.97-18"RCP
TOP=783.20
OUT(N)=776.80-15"RCP
TOP=779.92
IN(S)=773.24-15"RCP
OUT(NW)=773.14-15"RCP
INV=777.35 (BOTTOM OF
5.5H x 10.0W BOX CULVERT)
TOP=779.44
IN(S)=775.42-15"RCP
IN(NE)=775.08-15"RCP
OUT(W)=774.24-24"RCP
GRATE=787.17
OUT(NE)=783.42-12"RCP
GRATE=784.87
IN(E)=781.32-8"VCP
OUT(NW)=780.87-15"RCP
TOP=787.56TOP=789.64
IN(S)=782.22-12"
V
C
P
OUT(
N)=782.15-12"
V
C
P
OUT(N)=778.42-12" VCP
IN(E)=784.28-8" HDPE
IN(W)=783.24-8" VCP
IN(S)=778.46-12" VCP
RIM=788.18 RIM=784.43
IN(S)=775.83-6"PVC
IN(N)=775.36-8"DIP
IN(W)=781.67-8"DIP
IN(SW)=774.88-8"DIP
IN(S)=778.05-8"DIP
OUT(E)=774.20-8"DIP
OUT(N)=771.09-12" VCP
IN(SE)=776.56-6" PVC
IN(E)=771.49-8" VCP
IN(SW)=771.44-8" DIP
IN(S)=771.26-12" VCP
RIM=780.69
OUT(N)=775.14-12" VCP
IN(S)=775.27-12" VCP
RIM=782.06
SSMH
RIM=804.36
OUT(W)=800.17-8"VCP
YI
GRATE=782.47
IN(NW)=778.15-18"VCP
IN(SW)=776.68-8"VCP
IN(SSW)=774.75-24"RCP
OUT(NNE)=774.75-30"RCP
12"VCP
8"VCP12
"
V
C
P8"VCP12"VCP
6"VCP8"VCP8"D
IP
48" RC
P
1
5
"

R
C
P
24" V
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P
12
"

R
C
P
18" RCP18" RCP18" RCP18" VCP
48" VC
P
15" CMP30" VCP30" VCP8"

V
C
P 18" VCP24" R
C
P
15" RCP
15" RC
P
15" VCP8" VCP15"
R
C
P
1
5
"

R
C
P24" RCP4" RCP15" RCP12"VCP
18" RCP
GI
GRATE=786.44
OUT(E)=785.10
INV=783.49
ROC
K
O
UT
C
R
O
P
ROCK OUTCROP
48" RC
P
BC 18" RCP12" DIP
TOP OF PIPE=776.38
END OF STRUCTURE NOT FOUND
PIPE IS UNKNOWN TO THE CITY OF GREENSBORO 8"D
IPCIPP LINED 8"CIPP LINED 8"NOT FOUND
CHA
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418 S. S
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GPN 0001668
DB 6410,
P
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ALIC
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410 S. S
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GPN 0001667
DB 6401,
P
G 257
0004
GREENSBORO COLLEGE, INC.
815 W. MARKET ST.
GPN 0003789
DB 6003, PG 2026
DB 174, PG 489
PB 2, PG 51
McGEE STRAILROAD R/W
RAILROAD R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WRAIL
R
O
A
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J. ALL
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N
B
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B
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DB 7182,
P
G 2766
GPN 0001666402 S. S
P
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N
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S
T.
RAILR
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/
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RAILR
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LAWSON A. DUHAN
and
SARA J. DUHAM
DB 3258, PG 888
GPN 0001664
705 W. MCGEE ST.
EXIST R/W
THE GREENSBORO CITY
BOARD OF EDUCATION
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
GPN 0003789
817 W. MARKET ST.
LAWSON A. DUHAN
and
SARA J. DUHAM
DB 2719, PG 641
GPN 0001665
400 S. SPRING ST.
100' RAILWAY RIGHT OF WAY
RAILROAD R/W
RAILROAD R/W
(50' Nominal R/W
per PB 72, PG 69)
WEAVER ACADEMY
S. CEDAR ST(50' Nominal R/Wper PB 72, PG 69 )RIGHT OF WAYEASEMENTW. McGEESTREET0039
GUILFORD COUNTY
BOARD OF EDUCATION
100 S. CEDAR ST.
GPN 0003791
DB 5595, PG 837
DB 2804, PG 879
DB 2798, PG 916
0003
COLLEGE HILL DEVELOPMENT COMPANY
A NORTH CAROLINA GENERAL
PARTNERSHIP
622 S. CEDAR ST.
GPN 0060197
DB 3175, PG 407
PB 72, PG 69
CPB 2, PG 62
0038
ALAN B. CARROLL
709 W. MCGEE ST.
GPN 0001663
DB 5382, PG 1697
RIGHT OF WAY EASEMENT (20' RADIUS)
(per Station Map-ATLANTIC & YADKIN
RAILWAY COMPANY)
TRESTLE
200' RAIL
W
A
Y
RI
G
H
T
OF
W
A
Y
NORF
OL
K
S
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U
T
H
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R
N
C
O
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P
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ATI
O
N
(per Station
Map-
ATL
A
NTI
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&
YAD
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N
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AIL
W
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Y
C
O
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P
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NORFOLK SOUTHERN CORPORATION
HAS
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NI
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RI
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S)(ALA
N
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C
A
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DEE
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P (20' RADIUS)SS EASEMENT
SS EASEMENTSS EASEMENT
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
SSWR
D
ROOF DRAINPLASTIC GRATETOP=776.126' HIGH WOODPRIVACY FENCEUTILITYPOLETREE DRIP LINEWOOD DECK4' HIGHCENTER OF DRAINAGEEDGE OF DRAINAGETOP OF SLOPE6" PVC PIPEINV=780.68D
D
D
D
D
D
S
S
S
S
SS-112
SS-113
SS-114
SS-115
SS-116
SS-113 SS-114 SS-115 SS-116
MH-113
MH-114
MH-114 CI-115
CI-115
CI-116
CI-116
CI-118
CI-118
CI-117
CI-117
CI-119
CI-119
DI-109
15" RCP
INV=766.62
18" CIP
INV=770.87
18" VCP(BUSTED)
INV=766.81
CONNECTS TO ROOF DRAINS
10" HDPE INV:782.64
CONNECTS TO ROOF DRAINS
6" PVC INV:782.87
NOT FOUND
APROXIMATE
BLIND JUNCTION
RIM=774.71
IN(NW)=769.71-12"VCP
OUT(SE)=769.51-12"RCP
RIM=774.67
IN(NW)=767.07-15" RCP
IN(W)=770.70-15" RCP
OUT(SE)=767.01-15" RCP
TOP=775.23
IN(N)=767.53-12"RCP
OUT(E)=767.43-15"RCP
TOP=774.57
IN(W)=769.17-12"RCP
OUT(S)=769.07-12"RCP
TOP=774.86
OUT(SE)=771.36-15" RCP
TOP=775.06
OUT(S)=772.46-12" RCP
TOP=775.21
OUT(SE)=771.46-12"VCP
GRATE=774.94
IN(N)=771.94-12"RCP
OUT(E)=770.24-12"RCP
SSMH
RIM=789.52
SSMH
RIM=789.22
IN(SE)=781.44-10"DIP
OUT(NE)=781.08-4"DIP
SSMH
RIM=774.71
IN(S)=762.49-15" VCP
OUT(N)=762.41-15" VCP
SSMH
RIM=775.92
IN(NE)=772.29-4"PVC
OUT(W)=772.19-6"VCP
8"DIP8"DIP15"VCP
15"VCP
6"VCP4" CPP4" CPP12" RCP 12" VCP
15" RCP15" RCP12" RCP 12" RCP18" VCP18" CIP4"PVC
15" R
C
P
12" RC
P
GRATE=78
6
.
4
4
OUT(E)=7
8
5
.
1
0
ELECTRIC VAULT
DI-109
MH-113
ROOF DRAINS
S
S
SSMH
RIM=779.14
OUT(NW)=765.09-15" RCP
SS-112 4"CPPSS-157
SSMH
RIM=791.02
IN(NW)=786.72-4"DIP
IN(SW)=786.62-6"DIP
SS-157
OUT(N)=786.42-8"DIP 6" D
IP 4" DIPSLOPE DRAINS
MAIN = 761.3'
SS-158
SS-158
OUT(NW)=763.8-15"VCP
LATERAL
IN(SW)=764.4-8"DIP
SS-159
SS-159
BLIND JUNCTION
IN(SE)=761.3-15"VCP
PROVIDED BY CITY
PROVIDED BY CITY
10"VCP
4
"VCP
4"VC
P
IN(SE)=765.15-15" RCP
12"DIP
IN(W)=783.98-6"UNKNOWN
IN(SE)=784.01-UNKNOWN
OUT(NW)=784.03-10"DIP
IN(SW)=781.20-4"DIP
S
SSMH
TOP=779.90'
INV(NE)=766.20'-6"PVC
INV(E)=768.70'-12"PVC
INV(S)=765.53'-12"DIP
INV(NW)=765.51'-15"RCP
S
S
0004
GREENSBORO COLLEGE, INC.
815 W. MARKET ST.
GPN 0003789
DB 6003, PG 2026
DB 174, PG 489
PB 2, PG 51
RICHARD A. LANE
814 W. MARKET ST.MARKET STRAILROAD R/W
RAILROAD R/W
RAILROA
D

R
/
W
MICHAEL T. WHALEN
and wife
DEBORAH E. WHALEN
DB 5998, PG 2167
GPN 0001498
615 W. MARKET ST.
RAILROAD R/W
RAILROAD R
/
W
RAILROAD R
/
W EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WVARIABLEWIDTH R/WGUILFORD COUNTY
BOARD OF EDUCATION
DB 2101, PG 302; DB 2751, PG 274; DB 2758, PG 869; DB 2805,
PG 787; DB 2727, PG 738; DB 2805, PG 2751, PG 276
GPN 0003789
817 W. MARKET ST.
GUILFORD COUNTY
BOARD OF EDUCATION
DB 3841, PG 1518
GPN 0001497
617 W. MARKET ST.
0039
GUILFORD COUNTY
BOARD OF EDUCATION
100 S. CEDAR ST.
GPN 0003791
DB 5595, PG 837
DB 2804, PG 879
DB 2798, PG 916 MARKET STREETEXIST R/WEXIST R/WS. CE
D
A
R

S
T
RAILROAD R/W
EXIST
R
/
W
(per Station Map-ATLANTIC & YADKIN RAILWAY COMPANY)
NORFOLK SOUTHERN CORPORATION
100' RAILWAY RIGHT OF WAY
VARIABLE WIDTH R/W(50' N
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CONTEMPORARY LANDSCAPES INC.
DB 3120, PG 2
GPN 0003942
700 W MARKET ST.
0040C
13.50' ALLEY PERD.B. 6708, PG. 1593(SR 3841)W.MARKET STREETEXIST R/WEXIST

R
/
W
S04° 1
0
'

0
6
"
W
49.84'
S02° 3
1
'

1
1
"
W
90.12'99.88'N85° 32' 11"WS85° 32' 11"E42.33'57.56'S85° 32' 11"EN04° 0
9
'

3
3
"
E
90.15'
N04° 0
4
'

1
3
"
E
82.30'
N04° 0
4
'

1
3
"
E
13.52'60.14'N85° 36' 41"W42.19'N85° 36' 41"W0040E
ODIS ALECK ALEXIOU
and wife SYLVIA ALEXIOU
708 W MARKET ST.
GCPN 0003945
DB 8096, PG 2676
PB 199, PG 17
N. CE
D
A
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S
T
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E
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SS EASE
M
E
N
T SS EASEMEN
T
SS EASEMENT
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
EDGE OF WASHTREE LINETOP OFCREEK BANKEDGE OF CREEKCENTERLINE OF CREEK18" RCPINV=759.44CONCRETE FOUNDATIONOF BLOCK RETAINING WALLBLOCK RETAINING WALLTREE LINETOP OFCREEK BANKPLASTIC GRATETOP=776.12CONCRETERETAINING WALLBRICKRETAINING WALLUTILITYPOLEEDGE OFPAVEMENTCONCRETELIGHTPOLETREE DRIP LINEOVERHEAD ELECTRICALOVERHEAD ELECTRICALTREE DRIP LINETREE LINETOP OFCREEK BANKEDGE OFCREEKCENTERLINE OFCREEK4" PIPEINV=759.948" PVC PIPEINV=776.71TOP OFCREEK BANKWOOD DECKRETAINING WALLRAILROAD TRACKSTOP OF BANKEDGE OF CREEKEDGE OF CREEKRIP-RAPBRIDGE COLUMNBRIDGE COLUMNBOTTOM OF BRIDGEBRIDGE COLUMNBRIDGE COLUMNSSMHRIM=767.67SSMHRIM=767.5924" VC PIPEINV=760.03SIGNTOP OF SLOPETOE OF SLOPEIN(SW)=766.59-18" VCP
OUT(NE)=766.48-18" VCP
STREET
LIGHT
SIDEWALK10"SSMH
RIM=765.57
IN(SW)=758.62-8"VCP
OUT(NE)=758.54-8"VCP
RAILROAD
TRACKSCONC SIDEWALKCI
TOP=764.62
IN(N)=758.72-12" VCP
IN(NW)=757.27-40" BRICK
OUT(NE)=757.22-48" BRICK
OUT(NE)=760.51-10" VCP
SSMH
RIM=764.39
IN(NW)=760.56-10" VCP
OUT(SE)=760.33-12" VCP
CI
TOP=764.74
SSMH
RIM=763.58
IN(SW)=757.80-8"VCP
OUT(NE)=757.36-8"VCP
STMH
RIM=765.64
IN(S)=756.75-48"BRICK PIPE
OUT(E)=756.74-48"BRICK PIPE
YI
GRATE=762.97
IN(SW)=758.77-30"RCP
OUT(NE)=758.60-30"RCP
SSMH
RIM=764.04
IN(W)=754.70-8" VCP
IN(S)=754.70-10"VCP
OUT(N)=754.60-10"VCP
D
D
S
S
D
S S
S
SDDD
SS-119
SS-123
SS-122
SS-120
SS-121
SS-118
SS-117
SS-124
SS-117 SS-118 SS-119 SS-120
SS-122 SS-123
MH-115
CI-120
CI-122
DI-110
SS-121
DEAD
DECIDUOUS
TREE
S
S
S
NO PARKING
SIGN
18" VCP
INV=759.48
24"VCP
INV=760.15
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46
15"RCP
INV=758.95RIM=756.1348" BRICK PIPEIN(E)=757.43-8" DIP
OUT(N)=755.77-15" DIP
RIM=768.61
IN(S)=760.20-8" VCP
IN(NE)=763.56-8" DIP
OUT(W)=760.18-8" DIP
RIM=764.04
IN(S)=754.65-15" DIP
IN(W)=755.34-8" DIP
OUT(N)=764.59-15" DIP
RIM=764.88
IN(S)=756.51-8" VCP
OUT(E)=756.38-8" VCP
IN(W)=764.94-12" DIP
OUT(NE)=765.05-12" DIP
RIM=764.28
IN(S)=755.86-15" DIP
RIM=767.62
IN(S)=757.76-15" VCP
OUT(W)=757.20-15" VCP
RIM=767.70
IN(E)=757.31-15" VCP
IN(S)=760.54-6" PVC
IN(W)=759.73-12" DIP
OUT(N)=757.31-VCP
15"VCP 15"VCP15"VCP12"DIP8"VCP
8
"VCP
15"DIP15"DIP 8"DIP8"DIP
15"DIP 10"PVC12"VCP12"DIP24" RCP18"

V
C
P
15
"

V
C
P
15
"

R
C
P
15" RC
P8"VCP8"DIP18" VCP15" RCPRETAINING
WALL
6"
V
C
P
6" PVCLATERAL TO BUILDING6"
PVC
UNKNOWN END OF PIPE
SS-156
SS-156
RIM=772.69
IN(SW)=769.69-6" PVC
IN(E)=768.76-6" PVC
OUT(NE)=769.50-6" VCP12"DIPRIM=781.46RET. WALLRET. WALLCONCCONCS
S 12"DIPS
S
TOP=780.03'RIM=780.25'BASKETBALLGOALCONC GRCONC GRCONC SWBRIDGE SEAMCONC SWCONC GRCONC SWCONC GRBST PARKINGCONC
CHL FENCERET.
WALL
EXISTING
BUILDING EXISTINGBUILDINGWALLSTEPSEXIS
T
I
N
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BUIL
D
I
N
G
RET.
W
A
L
L
CONC
CONC
18" RCP12"
R
C
P
15"TCSTACK
SSMH
TOP=773.92'
EXISTING
BUILDING
S
S
SS C/O
TOP=766.12
0040
304 HOLDINGS, LLC
710 720 W. FRIENDLY AVE.
GPN 0003934
DB 6416, PG 1176
DB 6415, PG 1403;
PB 11, PG 14
0005
RICHARD A. LANE
814 W. MARKET ST.
GPN 0003938
DB 3440, PG 1053
PB 11, PG 14
0005
RICHARD A. LANE
814 W. MARKET ST.
GPN 0003938
DB 3440, PG 1053
PB 11, PG 14
0041
THE CITY OF GREENSBORO
707 W. FRIENDLY AVE.
GPN 0003939
DB 825, PG 292
0042
THE CITY OF GREENSBORO
706 W. FRIENDLY AVE.
GPN 0003925
DB 825, PG 292
0043
211 A N. CEDAR ST.
GPN 0003921
DB 7851, PG 1573
0044
TADD W. MEYN (UNMARRIED)
409 GUILFORD AVE.
GPN 0003916
DB 5445, PG 1249 (TRACT 2)
0046
JOSEPH E. GILLESPIE, III
AND WIFE
SANDRA W. GILLESPIE
417 GUILFORD AVE.
GPN 0003915
DB 6623, PG 1362
0007
MICHAEL W. HALEY FOUNDATION, INC.,
A NORTH CAROLINA CORPORATION
501 GUILFORD AVE.
GPN 0003914
DB 6920, PG 1018
DB 6494, PG 274
0045
TADD W. MEYN (UNMARRIED)
217 YY N. CEDAR ST.
GPN 0003920
DB 5445, PG 1249 (TRACT 1)
RAILROAD R/W
RAILROAD R/W
RAILROAD R/W
130' RAILWAY RIGHT OF WAY EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WW. FRIENDLYAVESPARTAN HEIGHTS APARTMENTS, LLC830 W. MARKET ST.GPN 003937DB 7437, PG 786GREENSBORO
THEATERW. FRIENDLYAVE60' Nominal R/W0007MICHAEL W. HALEY FOUNDATION, INC.,A NORTH CAROLINA CORPORATION501 GUILFORD AVE.GPN 0003914 DB 6920, PG 1018DB 6494, PG 2740006
THE CITY OF
GREENSBORO
772 W. FRIENDLY AVE.
GPN 0003923
DB 823, PG 258
BASIL N.T. AGAPION, SUBJECT TO THE LIFE
ESTATE OF BASIL (BILL) AGAPION AND SUBJECT
TO THE LIFE ESTATE OF SOPHIA S. AGAPION
RAILROAD R/WRAILROAD R/W
0041A
THE CITY OF GREENSBORO
BOARD OF ALCOHOLIC CONTROL
115 N. CEDAR ST.
GPN 0003940
DB 3729, PG 1609
(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/W0063
E. TODD
DOERNER
200 WILSON ST
GPN 0003913
DB 5237, PG
258
N04° 0
4
'

1
3
"
E
49.77'
SS EASEMENT SS EASEMENTSS E
A
S
E
M
E
N
T
SS EASEMENT
SS EASEMENT
SSWR
D
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
S
SS
S
D
S
S
S
D
D
S
SD
D
S
D
S
S
D
S
D
D
D
D
D
D
S
D
D
S
S
S
S
S
S
D
S
S
D
S
S
S
D
S DDDDDDDD SDEAD
DECIDUOUS
TREE
BLIND JB
S
S
S
24" R
C
P
F
E
S
INV=7
9
3.
6
6
24" R
C
P
F
E
S
INV=7
9
4.
3
5
24"VC
P
INV=7
8
4.
1
4
12" DIP
TOP OF
P
I
P
E
=
7
7
6
.
3
8
JUNCTIO
N

N
O
T

F
O
U
N
D
18" VCP
INV=759.48
24"VCP
INV=760.15
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 9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46
15"RCP
INV=758.9
5
NO ACC
E
S
S
NOT FO
U
N
D
NOT FO
U
N
D
NO ACC
E
S
S
30" RCP
INV=770.
9
4
15" RCP
F
E
S
INV=772.
2
0
15" VCP
INV=770.
4
1
24" RCP
F
E
S
INV=767.
9
6
NOT FOUND
APROXIMATE
BLIND JUNCTION
15" VCP
A
T

H
E
A
D
W
A
L
L
INV=781.
1
7
30" VCP
INV=779.
9
3
INV=781.
3
1
48" RCP
18" VCP
INV=776.
1
0
15" CMP
INV=780.
5
3 RIM=756.1348" BRICK PIPE8"VC
P 8"VCP8"VC
P 8"VCP8"VC
P 8"VCP8"VC
P
6"VCP
8"VCP
12"VC
P8"VCP8"VCP12"VC
P
12"V
C
P
8"VCP1
2
"
V
C
P8"VCP12"V
C
P
6"VC
P
8"VCP8"DIP8"DIP8"DIP15"VCP
15"VCP
6"VCP15"VCP 15"VCP15"VCP12"DIP8"VCP
8
"VCP
15"DIP
15"DIP 8"DIP8"DIP
15"DIP 10"PVC8"VCP12"VCP8"DIP
12"VCP12"DIP36" RCP18" R
C
P
15" RCP15" VCP
36" R
C
P
18"
R
C
P 48" RCP48" RCP15" RC
P
15
"
RCP
48" RC
P
48" RC
P
48" RC
P
18" HD
P
E
48" RCP
1
5
"
RC
P
15" R
C
P
15"
R
C
P
15"
R
C
P
24" VCP
1
2
"

R
C
P
18" R
C
P18" RCP
18" RCP15" RCP18
"
RCP
18"
R
C
P
18" VCP
48" VCP
15" CMP30" VCP30" VCP8
"

VC
P 18" V
C
P
24"
R
C
P
15" R
C
P
15" RCP
15" VCP8" VCP15" RC
P
15
"
RCP24" RCP4" RCP4" CPP4" CPP12"
R
C
P
12" V
C
P
15" RCP15" RCP12" RCP 12" RCP24" RCP18"

V
C
P
15
"

V
C
P 15" VCP
15
"

R
C
P
15" RC
P
15"
R
C
P
18" RCP
18" RCP36" RCP42" RCP15" RCP24" R
C
P 15" RCP15" VCP18" RCP
12"VC
P
18" VCP18" CIP4"PVC15" RC
P
18" RCP
12" RC
P
8"VCP8"DIP18" VCP18
"

R
C
P 15" RCP15" HDPE
INV=752.2
5
BURI
E
D
AT&T
B
O
X
UNKN
O
W
N
SIZE
12" V
C
P
ROCK
O
U
T
C
R
O
P
ROCK O
U
T
C
R
O
P
RETAINING
WALL
NOT
FOUN
D
BC 18" RCP1
8
"

R
C
P
8"VCP8"VCP8"VCPEND O
F
PI
P
E
N
O
T
F
O
U
N
D
AND I
S
U
N
K
N
O
W
N
T
O
T
H
E
CITY
O
F
G
R
E
E
N
S
B
O
R
O15" VCP8"VCP12" DIP
TOP OF
P
I
P
E
=
7
7
6
.
3
8
END OF
S
T
R
U
C
T
U
R
E

N
O
T

F
O
U
N
D
PIPE IS
U
N
K
N
O
W
N

T
O

T
H
E

C
I
T
Y

O
F

G
R
E
E
N
S
B
O
R
O
S
S
6"
V
C
P6" PVCLATERAL TO BUILDING6"
PVC
15"

R
C
P 4"CPPUNKNOWN END OF PIPE8"DIP 6" D
IP 4" DIPSLOPE DRAINS
MAIN = 761.3'8"VCP24" R
C
P
NOT FO
U
N
D
10"VCP
4
"VCP
4"VC
P 12"DIP12"DIP
S
S 12"DIPS
S
TOP=780.03'RIM=780.25'18" RCP12"
R
C
P
15"TCSSMH
TOP=773.92'
SSSMH
TOP=779.90'
INV(NE)=766.20'-6"PVC
INV(E)=768.70'-12"PVC
INV(S)=765.53'-12"DIP
INV(NW)=765.51'-15"RCP
S
S
S
S
SS C/O
TOP=766.12
X
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 200 400
ST-2
ST-3
ST-4
ST-5
D
D
D
D
D
D
D
S
SD
S
SBLIND JB
12" DIP
TOP OF PIPE=776.38
JUNCTION NOT FOUND
NOT FOUND
NO ACCESS
30" RCP
INV=770.94
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
12
"
V
C
P
12"VCP8"D
IP
1
2
"

R
C
P
18" RCP18" RCP18" VCP
48" VCP
15" CMP30" VCP30" VCP15" RCP
15" RC
P
15" VCP15" R
C
P
1
5
"
RC
P24" RCP4" RCP12"VCP18" RCP12" DIP
TOP OF PIPE=776.38
END OF STRUCTURE NOT FOU
N
D
PIPE IS UNKNOWN TO THE CI
T
Y

O
F

G
R
E
E
N
S
B
O
R
O 8"D
IP
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
Feet
0 30 60 Feet036
D
D
D
D
D
S
S
S
15" RCP
INV=766.62
18" CIP
INV=770.87
18" VCP(BUSTE
D
)
INV=766.81
CONNECTS TO

R
O
O
F

D
R
A
I
N
S
10" HDPE INV:7
8
2
.
6
4
CONNECTS TO

R
O
O
F

D
R
A
I
N
S
6" PVC INV:78
2
.
8
7
24" RCP FES
INV=767.96
NOT FOUND
8"DIP
8"DIP15"VC
P
15"VC
P
6"VCP1
5
"
R
C
P 4" CPP4" CPP12" RCP12" VCP15" RCP15" RCP12" RCP
18" VCP18" CIP4"PVC
15" R
C
P
S
S4"CPP6"
D
IP 4" DIPSLOPE DRAINS
10"VCP
4
"
V
C
P
4"VCP
12"DIP
S
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60Feet036
Feet
0 30 60
D
D
S
S
D
S
S
S
SS-117 SS-118 SS-119 SS-120
SS-122 SS-123
DI-110
SS-121
18" VCP
INV=759.48
24"VCP
INV=760.15
APROXIMATE
BLIND JUNCTION
IN(E)=757.43-8" DIP
OUT(N)=755.77-15" DIP
RIM=768.61
IN(S)=760.20-8" VCP
IN(NE)=763.56-8" DIP
OUT(W)=760.18-8" DIP
RIM=764.04
IN(S)=754.65-15" DIP
IN(W)=755.34-8" DIP
OUT(N)=764.59-15" DIP
RIM=764.88
IN(S)=756.51-8" VCP
OUT(E)=756.38-8" VCP
IN(W)=764.94-12" DIP
OUT(NE)=765.05-12" DIP
RIM=764.28
IN(S)=755.86-15" DIPRIM=767.62
IN(S)=757.76-15" VCP
OUT(W)=757.20-15" VCP
RIM=767.70
IN(E)=757.31-15" VCP
IN(S)=760.54-6" PVC
IN(W)=759.73-12" DIP
OUT(N)=757.31-VCP
15"VCP
6"VCP15"VCP 15"VCP15"VCP
8"VCP
8
"VCP
15"DIP15"DIP 15"DIP
12" RCP 12" RCP24" RCP18"

V
C
P
4"PVC
12" RCP
8"VCP8"DIP18" VCP6"
V
C
P
6" PVCLATERAL TO BUILDING
UNKNOWN END OF PIPE
SS-156
RIM=772.69
IN(SW)=769.69-6" PVC
IN(E)=768.76-6" PVC
OUT(NE)=769.50-6" VCP
MAIN = 761.3'
RIM=781.46
S
12"
R
C
P
15"TCSSMH
TOP=773.92'
S
S
S
SS C/O
TOP=766.12
X X X X X
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
Feet
0 30 60 Feet036
SD
DEAD
DECIDUOUS
TREE
S
S
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46RIM=756.1348" BRICK PIPE12"DIP8"DIP8"DIP
RETAINING
WALL 12"DIPS 12"DIPS
RIM=780.25'18" RCPC 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
Feet
0 30 60Feet03060
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
S
SS
S
D
S
S
S
D
D
S
SD
D
S
D
S
S
D
S
D
D
D
D
D
D
S
D
D
S
S
S
S
S
S
D
S
S
D
S
S
S
D
S DDDDDDDDD SDEAD
DECIDUOUS
TREE
BLIND J
B
S
S
S
24" R
C
P
F
E
S
INV=7
9
3.
6
6
24" R
C
P
F
E
S
INV=7
9
4.
3
5
24"VC
P
INV=7
8
4.
1
4
12" DIP
TOP OF
P
I
P
E
=
7
7
6
.
3
8
JUNCTI
O
N

N
O
T

F
O
U
N
D
18" VCP
INV=759.48
24"VCP
INV=760.15
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 9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46
15"RCP
INV=758.9
5
NO ACC
E
S
S
NOT FOU
N
D
NOT FO
U
N
D
NO ACC
E
S
S
30" RCP
INV=770.
9
4
15" RCP
F
E
S
INV=772.
2
0
15" VCP
INV=770.
4
1
24" RCP
F
E
S
INV=767.
9
6
NOT FOUND
APROXIMATE
BLIND JUNCTION
15" VCP
A
T

H
E
A
D
W
A
L
L
INV=781.
1
7
30" VCP
INV=779.
9
3
INV=781.
3
1
48" RCP
18" VCP
INV=776.
1
0
15" CMP
INV=780.
5
3 RIM=756.1348" BRICK PIPE8"VC
P 8"VCP8"VC
P 8"VCP8"VC
P 8"VCP8"VC
P
6"VCP
8"VCP
12"VC
P8"VCP8"VCP12"VC
P
12"V
C
P
8"VCP12
"
V
C
P8"VCP12"V
C
P
6"VC
P
8"VCP8"DIP8"DIP8"DIP15"VCP
15"VCP
6"VCP15"VCP 15"VCP15"VCP12"DIP8"VCP
8
"VCP
15"DIP
15"DIP 8"DIP8"DIP
15"DIP 10"PVC8"VCP12"VCP8"DIP
12"VCP12"DIP36" RCP18" R
C
P
15" RCP15" VCP
36" R
C
P
18"
R
C
P 48" RCP48" RCP15" R
C
P
15
"
RCP
48" RC
P
48" R
C
P
48" R
C
P
18" HD
P
E
48" RCP
1
5
"
RC
P
15" R
C
P
15"
R
C
P
15"
R
C
P
24" VCP
1
2
"
R
C
P
18"
R
C
P18" RCP
18" RCP15" RCP18
"
RCP
18"
R
C
P
18" VCP
48" VCP
15" CMP30" VCP30" VCP8
"

V
C
P
18"
V
C
P
24"
R
C
P
15" R
C
P
15" RCP
15" VCP8" VCP15" RC
P
15
"
RCP24" RCP4" RCP4" CPP4" CPP12"
R
C
P
12"
V
C
P
15" RCP15" RCP12" RCP 12" RCP24" RCP18"

V
C
P
15
"

V
C
P 15" VCP
15
"

R
C
P
15" RC
P
15"
R
C
P
18" RCP
18" RCP36" RCP42" RCP15" RCP24" R
C
P 15" RCP15" VCP18" RCP
12"VC
P
18" VCP18" CIP4"PVC15" RC
P
18" RCP
12" RC
P
8"VCP8"DIP18" VCP18
"

R
C
P 15" RCP15" HDPE
INV=752.2
5
BURI
E
D
AT&T
B
O
X
UNKN
O
W
N
SIZE
12" V
C
P
ROCK
O
U
T
C
R
O
P
ROCK O
U
T
C
R
O
P
RETAINING
WALL
NOT
FOUN
D
BC 18" RCP1
8
"

R
C
P
8"VCP8"VCP8"VCPEND
O
F
PI
P
E
N
O
T
F
O
U
N
D
AND I
S
U
N
K
N
O
W
N
T
O
T
H
E
CITY
O
F

G
R
E
E
N
S
B
O
R
O15" VCP8"VCP12" DIP
TOP OF
P
I
P
E
=
7
7
6
.
3
8
END OF
S
T
R
U
C
T
U
R
E

N
O
T

F
O
U
N
D
PIPE IS U
N
K
N
O
W
N

T
O

T
H
E

C
I
T
Y

O
F

G
R
E
E
N
S
B
O
R
O
S
S
6"
V
C
P6" PVCLATERAL TO BUILDING6" PVC
15"

R
C
P 4"CPPUNKNOWN END OF PIPE8"DIP 6" D
IP 4" DIPSLOPE DRAINS
MAIN = 761.3'8"VCP24" R
C
P
NOT FO
U
N
D
10"VCP
4
"VCP
4"VC
P 12"DIP12"DI
P
S
S 12"DIPS
S
TOP=780.03'RIM=780.25'18" RCP12"
R
C
P
15"TCSSMH
TOP=773.92'
SSSMH
TOP=779.90'
INV(NE)=766.20'-6"PVC
INV(E)=768.70'-12"PVC
INV(S)=765.53'-12"DIP
INV(NW)=765.51'-15"RCP
S
S
S
S
SS C/O
TOP=766.12
X
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 200 400
ESC-2
ESC-3
ESC-4
ESC-
5
D
D
D
D
D
D
D
S
SD
S
DSBLIND JB
12" DIP
TOP OF PIPE=776.38
JUNCTION 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
YI
GRATE=782.47
IN(NW)=778.15-18"VCP
IN(SW)=776.68-8"VCP
IN(SSW)=774.75-24"RCP
OUT(NNE)=774.75-30"RCP
8"VCP12
"
V
C
P
12"VCP
6"VCP
8"VCP8"D
IP
1
2
"

R
C
P
18" RC
P18" RCP18" RCP18" VCP
48" VCP
15" CMP30" VCP30" VCP8"

V
C
P 18" VCP24" R
C
P
15" RCP
15" RC
P
15" VCP8" VCP15" R
C
P
1
5
"

RC
P24" RCP4" RCP12"VCP
BC 18" RCP12" DIP
TOP OF PIPE=776.38
END OF STRUCTURE NOT FO
U
N
D
PIPE IS UNKNOWN TO THE CIT
Y

O
F

G
R
E
E
N
S
B
O
R
O 8"D
IP
NOT FOUND
12"DIP
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
D
D
D
D
D
D
S
S
S
S
15" RCP
INV=766.62
18" CIP
INV=770.87
18" VCP(BUST
E
D
)
INV=766.81
CONNECTS TO

R
O
O
F

D
R
A
I
N
S
10" HDPE INV:7
8
2
.
6
4
CONNECTS TO

R
O
O
F

D
R
A
I
N
S
6" PVC INV:782
.
8
7
NOT FOUND
APROXIMATE
BLIND JUNCTIO
N
8"DIP
8"DIP15"VC
P
15"VC
P
6"VCP15"VCP4" CPP4" CPP12" RCP12" VCP15" RCP15" RCP12" RCP 12" RCP18" VCP18" CIP4"PVC
15" R
C
P
12" RCP
S
S4"CPP6"
D
IP 4" DIPSLOPE DRAINS
MAIN = 761.3'
10"VCP
4
"
V
C
P
4"VCP
S
SSMH
TOP=779.90'
INV(NE)=766.20'-
6
"
P
V
C
S
S
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
D
D
D
D
S
S
D
S
S
S
SS-117 SS-118 SS-119 SS-120
SS-122 SS-123
DI-110
SS-121
18" VCP
INV=759.48
24"VCP
INV=760.15
15"RCP
INV=758.95
IN(E)=757.43-8" DIP
OUT(N)=755.77-15" DIP
RIM=768.61
IN(S)=760.20-8" VCP
IN(NE)=763.56-8" DIP
OUT(W)=760.18-8" DIP
RIM=764.04
IN(S)=754.65-15" DIP
IN(W)=755.34-8" DIP
OUT(N)=764.59-15" DIP
RIM=764.88
IN(S)=756.51-8" VCP
OUT(E)=756.38-8" VCP
IN(W)=764.94-12" DIP
OUT(NE)=765.05-12" DIP
RIM=764.28
IN(S)=755.86-15" DIPRIM=767.62
IN(S)=757.76-15" VCP
OUT(W)=757.20-15" VCP
RIM=767.70
IN(E)=757.31-15" VCP
IN(S)=760.54-6" PVC
IN(W)=759.73-12" DIP
OUT(N)=757.31-VCP15"VCP15"VCP
8"VCP
8
"VCP
15"DIP15"DIP 15"DIP 10"PVC12"VCP12"DIP24" RCP18"

V
C
P
15
"

V
C
P 15" VCP
15
"

R
C
P
15" RCP 15" RCP8"VCP8"DIP18" VCP6"
V
C
P
6" PVCLATERAL TO BUILDING
UNKNOWN END OF PIPE
SS-156
RIM=772.69
IN(SW)=769.69-6" PVC
IN(E)=768.76-6" PVC
OUT(NE)=769.50-6" VCP
RIM=781.46
S
12"
R
C
P
15"TCSSMH
TOP=773.92'S
S
SS C/O
TOP=766.12
X X X X X
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
SDDDDDDDD
DEAD
DECIDUOUS
TREE
S
S
S
9' BOX CULVERT
INV=755.08
30" RCP FES
INV=757.46RIM=756.1348" BRICK PIPE12"DIP8"DIP8"DIP15" RCPRETAINING
WALL 12"DIPS 12"DIPS
S
TOP=780.03'RIM=780.25'18" RCPC 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
Feet
0 30 60
Cornus amomum
Sambucus canadensis
Rudbeckia hirta
Juncus effusus
Carex vulpindoidea
Panicum clandestinum
Chamaecrista fasiculata
Carex pensyvanica
Panicum rigidulum
Chasmanthium latfolium
Secale cereale
Lolium multiflorum
Triticum aestivum
SECTION VIEW
Salix sericea
Salix nigra
Alnus serrulata
Lindera benzoin
Betula nigra
Ilex glabra
Quercus phellos
Plantanus occidentalis
Cephalanthus occidentalis
Aronia arbutfolia
Quercus falcata
Carya ovata
Liriodendron tulipfera
Diospyros virgiana
Cornus amomum
Utochola ramosa
Lolium multiflorum
Utochola ramosa
Secale cereale
Andropagan virginicus
Coreopsis tinctiria
Schizachyrium scoparium
Elymus riparius
Panicum virgatum
Bouteloua curtipendula
Bouteloua graciliis
Mulenbergia capillaris
Schizachyrium scparium
Carex vulpindoidea
Monarda punctata
Heuchera villosa
Geranium x "Rozanne"
Redbeckla fulgida
Juncus effusus
Carex lurida
C 2021
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]