20211213 Ver 1_07_012654009G_Permit Drawings_(2021-05-14)_20210805

4SHEET __ OF __
PERMIT DRAWING
1
BUFFER PERMIT PACKAGE
MAY 14, 2021
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WR/WEXISTINGEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WCONC
VICINITY MAP
$DATE$05-14-2021 1
TOTAL SHEETSSHEET NUMBERFILE NUMBERDATE
COPYRIGHT C 2021$FILE$DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
05-14-2021
KHA PROJECT:
90% PLANSPLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLEASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, TITLE SHEETGREENWAY PROJECTTOWN COMMON CONNECTORNC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021PLANS PREPARED BY:XX
GREENVILLE, NORTH CAROLINA
GREENWAY PROJECT
TOWN COMMON CONNECTOR
BUILD GRANT PROJECT G
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
PROJECT GRAPHIC SCALES
0
0
20 10 20 40
20 10 20 40
5 102.55
ENGINEER:SURVEYOR:
CONTACT: PATRICK HARTMAN, PLS
[phone] FAX
[phone]
GREENVILLE, NC 27858
107 EAST SECOND STREET
RIVERS AND ASSOCIATES, INC
CITY:
CONTACT: DAN ROBINSON, P.E., CFM
677-2155 FAX(919)
677-2178 TEL(919)
RALEIGH, NORTH CAROLINA 27601
421 FAYETTEVILLE STREET
KIMLEY-HORN AND ASSOCIATES, INC.PROFESSION
A
LE
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N ORTH CAR
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LANHO
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026480
LARR
Y D. ROBINSON, JR.DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
CONTACT: LYNN RAYNOR, P.E.
[phone] TEL
GREENVILLE, NC 27834
1500 BEATTY STREET
CITY OF GREENVILLE
NAD 83/NA 2011-G1- STA 10+17.00
BEGIN PROJECT G
-G3- STA 27+31.28
END PROJECT G
-G1- STA 11+62.14
END -G1-
-G2- STA 13+50.00
BEGIN -G2-
-G2- STA 17+08.46
END -G2-
-G3- STA 19+84.56
BEGIN -G3-
PROJECT
BEGIN
PROJECT
END
4
7
6
5
1
INDEX OF SHEETS
SHEET NO.DESCRIPTION
TITLE SHEET1
CONVENTIONAL SYMBOLS
EROSION CONTROL PLANS AND DETAILS
LANDSCAPE PLANS AND DETAILS
CROSS SECTIONS
UTILITIES BY OTHERS PLANS
TYPICAL SECTIONS AND MISCELLANEOUS DETAILS
1A
1B
3 TO 3-X DRAINAGE SUMMARY SHEETS
UTILITY CONSTRUCTION PLANS
UO-1 TO UO-XX *
*
*
*
*
EXISTING SURVEY SHEETS
STRUCTURES PLANS AND DETAILS
GREENWAY PLAN AND PROFILE SHEETS4 TO 7
S-1 TO S-XX
LIGHTING PLANS AND DETAILS
UTILITY DETAIL SHEETS
UC-1 TO UC-XX
UD-1 TO UD-XX
1C-1 TO 1C-4
GENERAL NOTES AND LIST OF STANDARD DRAWINGS
TRANSPORTATION MANAGEMENT PLANS
RETAINING WALL PLANS
OMITTED FROM THIS SUBMITTAL*St.Will
owSt.HardingSt.SecondE.
S
e
cond
E
.S
t.F
irstS
t.
T
ar R
i
verS
t.Th
ird
E
.Fou
rth
E
.St.
F
ifth
S
t.E
.St.CotancheCir.Reade
St.S
t.Eig
hth
Ficklen St.St.EasternLibraryCe
ar
yCt.Pl
azaSt.EvansS
t.N
in
th
T
en
th
GreenSt.CSXS
t.E. 5TH STE. 4TH STE. 3RD STE. 2ND STE. 1ST STX-1 TO X-10
2A-1 TO 2A-2
L-100 TO L-400
TMP-1 TO TMP-5
W-1
EC-1A TO EC-12
ROW-1 TO ROW-2 RIGHT OF WAY PLANS
E-1 TO E-5
DRAINAGE PROFILES8
TYP
8.5'
TYP
8.5'
TYP9'TYP9'
TYP
9'
S
T
en
th knJarvis
Church
East
Carolina
Univ.
jS
t.
SHEET __ OF __
PERMIT DRAWING
42
LEGEND
PERMANENT IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
PERMANENT IMPACTS ZONE 1
S L/ABOLLARD
P
T
SBOLLARDCONCCONC30" C&G24" C&G
24" C&GBST24" C&G2
4" C&G2
4" C&G24" C&G 24" C&GCONCCONCHHHHE 4TH ST BSTE 3RD ST BSTBOLLARD
WALK
CONC
SSSSECU
(DUCT
)
(FO
)
E
-DUCT
(ECU
)ECU (DUCT)(FO)E-DUCT (ECU)E-DUCT (ECU)ECU (DUCT)(FO)
ECU (FO)(DUCT)
E-DUCT (ECU)E-DUCT (ECU)E-DUCT (GUC)E-DUCT (GUC)CL T-DUCTECU E-DUCT
ECU (DUCT)(FO)(M.B. 20 PG. 66)(60' PUBLIC R/W; B/B VARIES)E. 3RD STREET12" ORN
14" ORN
12" ORN
L/A
EL. 34.84 (NAVD88)
TBM TOP OF HYD. (#1862)
PERMANENT DRAINAGE EASEMENT
& CULVERT
CONC HW
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
(M.B. 80 PG. 63)PERMANENT UTILITY EASEMENT
PERMANENT UTILITY EASEMENT
(D.B. 3564 PG. 215)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
S
CONC
CONC PAD FOV
FOV
WV
FH
WV
BST
BST
BST
P.N. 29290
M.B. 15 PG. 52
M.B. 20 PG. 70
D.B. K38 PG. 712
D.B. A40 PG. 186
STATE OF NORTH CAROLINA
N/F
MHSS
BST
MHSS
BST
LP
(M.B. 20 PG. 66)
18" OAK 12" OAK
CONC BASE
L/A
LP PWR
COMM
L/A
30" OAK
CONC BASE
LP
L/A
21" OAK 21" OAK 24" OAK
CB
MHSD
12" ORN
LIGHTING CAB.
12" ORN
LP
12" ORN
TMH
MHPWR
12" ORN
VAULTS
WATER
LP
WV
WV
WV
MHSS
LP
PAD
CONC
S
18" ORN
MHSD
TRANSFORMER
LIGHTING CAB
CONC PAD
MHSD
EIR
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EASEMENT
20' SANITARY SEWER
EXISTING R/WEXISTING R/WEXISTING R/WNOT VISIBLE
END OF PIPE
L/A
INVERT UNKNOWN
CAMERA
SECURITY(M.B. 20 PG. 70)(60' PUBLIC R/W; B/B VARIES)E. 4TH STREETE 3RD ST2
-G2--G3--G2-$DATE$DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLE$FILE$ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
O
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.
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LANHO
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026480
LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83
14 15 16 17
40
45
50
55
60
35
30
25
40
45
50
55
60
35
30
254TH STREET (SEE SHEET 4)513
2020
-G3- STA 18+50 (SEE SHEET 6)
-G2-ADDITIONAL PIPE PROFILES
SEE SHEET 8 FOR
PI = 14+40.00
EL = 41.20'
(-)3
.2667%(-)6.3279%
VC = 30'
PI = 15+62.00
EL = 33.48'(-)6.3279%
(-)0.6964%
VC = 40'
GRADE
PROPOSED
GROUND
EXISTING
TIE TO EXIST
ELEV = 44.14'
-G2- STA 13+50.00
BEGIN GRADE
TIE TO EXIST
ELEV = 32.46'
-G2- STA 17+08.46
END GRADE
CR
CR
CR15-G2- PC Sta. 13+26.43
-G2- PT Sta. 14+77.57
-G2- PT Sta. 15+81.47
-G2- PC Sta. 15+54.36
-G2--G3--G2- STA 13+72
BEGIN 2' C&G
+7502TYP02
CLOSE EXIST DRIVEWAY
DO NOT DISTURB TREES
-G2- PI Sta. 17+13.51
GRADE TO DRAIN
+08.46EXISTPROP GAZEBO LOCATION
-W1- PI Sta. 10+26.88
-G2- POT Sta. 17+60.00
-G2- POT Sta. 12+80.00
TO "COMPACT" PARKING SPACE
PARKING SPACE TO BE CONVERTED
SEE LANDSCAPE PLANS
LANDSCAPED ISLAND
REMOVE AND REPLACE
SEE LANDSCAPE PLANS
LANDSCAPED ISLAND
REMOVE AND REPLACE
SEE LANDSCAPE PLANS FOR PLANTING DETAIL
DO NOT DISTURB TREE
REMOVE EXIST C&G
ON BACK OF PROP C&G
MULTI-USE PATH
10'-WIDE CONCRETE
REMOVE TREE
REMOVE CONCRETE BASE
BASE
CONCRETE
REMOVE
-G2-
(SEE DETAIL 2/2A-2)
PROPOSED 2-2" CONDUITS (TYP)
AND AT STREET CROSSINGS (TYP)
ADJACENT TO PROP LIGHTING
PROPOSED HANDHOLE
SECURITY CAMERA
DO NOT DISTURB
CONSULT WITH ECU
PRUNE ROOTS AS NECCESSARY
DO NOT DISTURB TREE
RESTRIPE PARKING
TREE TO BE RELOCATED BY ECU
LIGHTING CABINET
DO NOT DISTURB
HANDHOLES
DO NOT DISTURB
TYP
8.5'
TYP
8.5'
TYP9'TYP9'
TYP
9'
6' PRECAST CONCRETE PARKING CURB (TYP)
PARKING CURB (TYP)
6' PRECAST CONCRETE
-G1- POT Sta. 11+73.53 (50.00' RT)
-G2- POT Sta. 13+00.00 =
-G2- PC Sta. 14+49.89 (7.50' RT)
-W1- POT Sta. 10+89.16 =
END HANDRAIL
END RETAINING WALL #1
-G2- PT Sta. 14+13.97 (7.50' RT)
-W1- PI Sta. 10+53.24 =
-G2- Sta. 13+83.00 (32.72' RT)
-W1- POT Sta. 10+00.00 =
BEGIN HANDRAIL
BEGIN RETAINING WALL #1
-G2- POT Sta. 17+14.34 (50.00' LT)
-G3- POT Sta. 18+00.00 =
-G3- POT Sta. 18+21.17 (50.00' RT)
-G2- POT Sta. 17+35.51 =
-G2- STA 16+93.28 (48.23' LT)
END 2' C&G
02
ASPHALT MIN. 1'
SAWCUT EXIST
ON BACK OF CURB
MULTI-USE PATH
10'-WIDE CONCRETE
F
F
F
F
F
F
F
18"18"
18"18"
MH
TO JB W/
CONVERT CB
18" RCP
EXISTING
RETAIN
EXIST BOX
TIE TO
15" RCP-IV
15" RCP-IV
O
RCP @ 5.9%
104 LF OF 15"
0504
CB
RCP @ 1.5%
62 LF OF 15"
RCP @ 1.2%
48 LF OF 15"
0503
CB0502
CB
0501
CB
INV IN: 29.02
PROP 15" RCPINV OUT: 36.47RIM: 39.47COG STD. 610.02PROPOSED CBINV OUT: 30.22INV IN: 30.22RIM: 33.22COG STD. 610.02PROPOSED CBINV OUT: 29.02RIM: 32.02COG STD. 610.02PROPOSED CBINV IN: 28.4INV IN: 29.25RIM: 32.25COG STD. 610.02PROPOSED CBINV OUT: 28.4
PROP 15" RCP
RETAIN
RETAIN
PROPOSED CB
PROPOSED CB
15" RCP
RETAIN EXISTING
PROPOSED CB PROPOSED CB
PROPOSED CB
15" RCP-I
V
15" RCP-IV
15" RCP-IV
SITE 1
PERMANENT IMPACTS ZONE 1
PERMANENT IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
LEGEND
SHEET __ OF __
PERMIT DRAWING
43
S CBCBCBCBSP
72" CHL
72" CHL
& CULVERT
CONC HW
& CULVERT
CONC HW GVR
IPR
A
PR
IPRA
P
RIPRAPCONCCONC
HH20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)8"D.I.P WL (GUC)3/4" PLASTIC GL (GUC)2" PLASTIC GL (GUC)E-DUCT (GUC)E-DUCT (EMPTY) (GUC)100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
P.N. 16488
D.B. 936 PG. 698
G. MONTAQUILA
ROBERT T. MONTAQUILA AND WIFE, LUCY
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
PERMANENT UTILITY EASEMENT
(M.B. 80 PG. 63)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
MHSS
PANEL 314
Z=28.6900
Y=681833.7325
X=2484778.7565
P314
PWR
LP MHPWR
MHSD
TRANSFORMER
RIPRAP
15" GUM
42" SYC
P.N. 26144
D.B. 3606 PG. 780
BROWN & BROWN OF CAROLINA, LLC
N/F
M.B. 22 PG. 85
SECOND STREET APARTMENTS
P.N. 26145
D.B. 2296 PG. 41
ERIC PAYNE
N/F
HVAC
1SBKDUPLEX
HVAC
MHSS
MHSD
RIPRAPRIPRAPEXISTING R/WMHSS
EIP
EIP
36" PECANEXISTING R/W P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
E 3RD ST4
3
-G3-$DATE$DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLE$FILE$ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
N ORTH CAR
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LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011
20
30
40
10
35
25
15
5
20
30
40
10
35
25
15
5
19 20 21 22 23 6
00
-G3- STA 18+50 (SEE SHEET 5)-G3- STA 23+00 (SEE SHEET 7)-G3-
FROM STA. 20+00 TO STA. 20+70 -G3- RT
Flatter3:1 or
b=2 Ft.
d=1 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL 1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 20+70 TO STA. 21+00 -G3- RT
DETAIL 2
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class 'B' Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 21+00 TO STA. 23+00 -G3- RT
DETAIL 3
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
PI = 20+00.00
EL = 29.56'
(+)2.0078%(-)8.0000%
VC = 30'
PI = 21+47.00
EL = 17.80'(+)4.9993%
VC = 100'
GROUND
EXISTING
GRADE
PROPOSED
TIE TO EXIST
ELEV = 29.25
-G3- STA 19+84.56
BEGIN GRADE
ELEV = 19.00'
-G3- STA 22+00
DITCH GRADE RT
END SPECIAL
(+)1.50%
(-)2.83%
ELEV = 18.35'
-G3- STA 20+70
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 17.50'-G3- STA 21+00 RTAPPROX. EXIST SS
LC=16.5'
INV. AT
1 @ 18" RCP20-G3- PC Sta. 20+02.62
-G3- PI Sta. 19+79.64
-G3- PT Sta. 22+06.68
-G3- PC Sta. 20+89.30
-G3- PT Sta. 20+42.11
-G3-+1002TYP0272" CHAIN LINK FENCE
RESET 57 LF
MULTI-USE PATH
10'-WIDE CONCRETE
+84.56EXIST-G2- POT Sta. 17+60.00
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
(SEE DETAIL 2/2A-2)
PROPOSED 2-2" CONDUITS (TYP)
AND AT STREET CROSSINGS (TYP)
ADJACENT TO PROP LIGHTING
PROPOSED HANDHOLE
RESTRIPE PARKING
TO BE PROVIDED BY OTHERS
EDUCATIONAL BOARDS
CONCRETE PAD
6' X 10' OVERLOOK
F
F
F
F
F
C
C
C
C
F
F
CB-ERETAI
NRETAI
NSEE DETAIL 3
SPECIAL CUT 'V' DITCH
EST. 20 S.Y. GFD
EST. 9 TONS CL-B RIPRAP
SEE DETAIL 2
SPECIAL CUT 'V' DITCH
EST. 35 S.Y. GFD
EST. 15 TONS CL-B RIPRAP
SEE DETAIL 1
TOE PROTECTION
RETAIN
EST 12 SY GFD
EST 4 TONS CLASS I RIP RAP
RIP RAP OUTLET PROTECTION
INSTALL FLARED END SECTION
END SECTION
INSTALL FLARED RCP-
I
V
1
8
"
SITE 2
SITE 3
SHEET __ OF __
PERMIT DRAWING
44
PERMANENT IMPACTS ZONE 1
PERMANENT IMPACTS ZONE 2
TEMPORARY IMPACTS ZONE 1
TEMPORARY IMPACTS ZONE 2
LEGEND 18" RCPWVSS
P
15" HDPE15" CMP8" LST24" HDPE72" CHL
7
2" CHLCB
CBCONC HEAD WALLRI
PRAP30" C&G30" C&G24" C&G
24" C&GCONC30" C&GE 2ND ST BSTE 1ST ST BST(M.B. 20 PG. 66)(80' PUBLIC R/W; 60' B/B)E. 1ST STREET8"C.I. W (GUC)2" PLASTIC WL (GUC)8" C.I. WL (GUC)8" C.I. WL (GUC)2" PLASTIC GL (GUC)SS
3/4" PLASTI
C
GL
(GUC)
100 AND 500 YEAR FLOOD BOUNDARY SCALED
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
24" SYC
14" ELM
15" PECAN
30" ELM
12" TWIN ELM
24" TWIN ELM
12" HICKORY
M.B. 22 PG. 85
SECOND STREET APARTMENTS
15" HICKORY
MHSS
MHSS
14" SYC
15" TWIN BEECH
8' DRAINAGE EASEMENT
(M.B. 22 PG. 85)
PERMANENT DRAINAGE EASEMENT
(D.B. 3564 PG. 215 & M.B. 80 PG. 63)
20' SANITARY SEWER EASEMENT
(M.B. 20 PG. 66)
EIP
EIP
P322
Z=28.5500
Y=682218.2202
X=2484920.1002
PANEL 322
CONC
U/C
MHSS
CONC
P.N. 29282
M.B. 20 PG. 66
D.B. A 40 PG. 186
STATE OF NORTH CAROLINA
N/F
FROM FEMA FIRM EFFECTIVE JULY 7, 2014
100 AND 500 YEAR FLOOD BOUNDARY SCALED
14" HICKORY
20" ELM
12" TWIN GUM
21" SYC
RIPRAP
RIPRAP
30" TWIN ELM
15" ELM
12" HICKORY
21" SYC
12" ELM 27" TRIPLE SYC
18" HICKORY
12" GUM14" GUM12" GUM
14" GUM
12" SYC 20" TWIN SYC
24" GUM
RIP
R
AP
ABAND POLE
12" ELM
MHPWR
SB
1SBKDUPLEX
12" HICKORY
12" ELM
24" ELM
21" PECAN
PP/LP
EL. 34.57 (NAVD88)
TBM LAG IN POLE (#2188)
42" HICKORY
P.N. 21948
M.B. 15 PG. 89
D.B. 3867 PG. 838
D.B. 3317 PG. 37
THE DEVELOPMENT TRUST, LLC
N/F
CONC
EIP
P.N. 85999
M.B. 15 PG. 89
D.B. 3866 PG. 429
THE DEVELOPMENT TRUST, LLC
N/F
18" GUM 12" GUM
20" HICKORY
15" GUM 18" SYC
20" GUM
24" GUM
12" TWIN GUM
32" OAK
M.B. 1 PG. 131
LANG PROPERTY
36" OAK 12" HICKORY
HICKORY
15" TRIPLE
15" TWIN HICKORY
20" HICKORY
HVAC
P.N. 04585
D.B. 3324 PG. 247
JIM BLOUNT PROPERTIES, LLC
N/F1SFDUPLEX
GRAVEL
SAT
MHSS
MHSD
LP
P.N. 23797
M.B. 84 PG. 37
D.B. 3785 PG. 116
CITY OF GREENVILLE
N/F
M.B. 22 PG. 85)(PUBLIC R/W; M.B. 1 PG. 131, E. 2ND STREETCONC
E 1ST STE 2ND ST3
5
6
7
8
-G3-
-G3-$DATE$DATE:TITLE:PROJECT:NO.DATEREVISIONSSEAL
KHA PROJECT:PLANS PREPARED FOR:012654009
SEAL
CITY OF GREENVILLE$FILE$ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, HORIZ
010 20
90% PLANS
05-14-2021
VERT
0 52.5 PLANS PREPARED BY:NC LICENSE #F-0102FAX: [phone]PHONE: [phone]RALEIGH, NORTH CAROLINA 27601421 FAYETTEVILLE STREET, SUITE 600C 2021GREENWAY PROJECTTOWN COMMON CONNECTORDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSPROFESSIONALENGINEER
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026480
LARR
Y D. ROBINSON, JR.PLAN AND PROFILE SHEETSGREENWAYNAD 83/NA 2011
10
24 25 26 27 28
15
20
25
30
35
40
45
10
15
20
25
30
35
40
45
7
5 5
23 -G3- STA 23+00 (SEE SHEET 6)-G3-3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 25+00 TO STA. 25+17 -G3- RT
DETAIL 2
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class 'B' Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
FROM STA. 25+17 -G3- RT TO STA. 25+25 -G3- LT
Flatter3:1 or
b=2 Ft.
d=1 Ft.
Type of Liner= Class 'B' Rip-Rap
b
DETAIL 1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
PI = 23+50.00
EL = 27.95'
(+)5.0000%(-)0.5000%
VC = 30'
PI = 23+80.00
EL = 27.80'
(+)4.6190%
VC = 30'
PI = 24+22.00
EL = 29.74'(-)8.0000%
VC = 30'
PI = 25+02.00
EL = 23.34'(-)8.0000%
(+)0.5044%
VC = 30'
PI = 26+15.00
EL = 23.91'
(+)2.1758%
TIE TO EXIST
ELEV = 26.44'
-G3- STA 27+31.28
END GRADE
GRADE
PROPOSED
12'
ELEV = 23.42
-G3- STA 25+17.60
BEGIN BOARDWALK ELEV = 26.00
-G3- STA 27+10.97
END BOARDWALK
GROUND
EXISTINGELEV = 22.80'
-G3- STA 25+00
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 22.50'
-G3- STA 25+17
DITCH GRADE RT
END SPECIAL
11.37'
TYP
10'
TYP
10'
TYP
10'
ELEV = 22.00'
-G3- STA 25+24
DITCH GRADE RT
END SPECIAL
EXIST SS
APPROX. (-)7
.14%
(-)1.76%
CR
CR25
-G3- PT Sta. 27+17.77
-G3- PI Sta. 27+36.41
-G3- PC Sta. 26+43.73
-G3- PC Sta. 23+69.13
-G3- PC Sta. 25+17.60
-G3- PT Sta. 24+86.83
-G3- PT Sta. 23+92.06
-G3- PC Sta. 24+43.64
-G3- PC Sta. 27+02.65
-G3- PT Sta. 26+60.33
-G3- PT Sta. 25+89.82
-G3- PT Sta. 25+43.04
-G3- PC Sta. 25+64.97
-G3-
-G3-TYP02+1700+9201+6702RETAIN EXIST
72" CHAIN LINK FENCE
REMOVE 89 LF
72" CHAIN LINK FENCE
RESET 57 LF
LINK FENCE GATE
REMOVE CHAIN
DO NOT DISTURB
HICKORY TREE +31.28EXISTSEWER EASEMENT MAINTENANCE
POSSIBLE ACCESS POINT FOR GUC
(SEE STRUCTURES PLANS)
-G3- 25+17.60
BEGIN 10' WIDE BOARDWALK
-G3- POC Sta. 28+07.51
+10.9700CR
CR
LANDSCAPED MEDIAN
CR
DO NOT DISTURB
-G3- POC Sta. 28+30.00
SEE HARDSCAPE PLANS
-G3- STA 23+20.00
BEGIN HANDRAIL
SEE HARDSCAPE PLANS
-G3- STA 24+10.00
END HANDRAIL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
3/2A-2
PER DETAIL
BOLLARDS
INSTALL
OF CROSSWALK
100' IN ADVANCE
ONE "U" POST
24" X 18" W11-15P
30" X 30" W11-15 &
OF CROSSWALK
100' IN ADVANCE
ONE "U" POST
24" X 18" W11-15P
30" X 30" W11-15 &
(SEE DETAIL 2/2A-2)
PROPOSED 2-2" CONDUITS (TYP)
AND AT STREET CROSSINGS (TYP)
ADJACENT TO PROP LIGHTING
PROPOSED HANDHOLE
ONE "U" POST
12" X 9" W8-10P
18" X 18" W8-10 &
ONE "U" POST
12" X 9" W8-10P
18" X 18" W8-10 &
RESTRIPE PARKING (TYP)
ONE "U" POST
18" X 18" OM1-3
24" X 30" R4-7 &
ONE "U" POST
18" X 18" OM1-3
24" X 30" R4-7 &
(SEE STRUCTURES PLANS)
-G3- STA 27+10.97
END 10' WIDE BOARDWALK
SEE DETAIL 4/2A-3
SEE CROSS SECTIONS
-G3- STA 27+05 TO 27+20
WITH ROCK PLATING
STABILIZE 1.5:1 SLOPES
EXCAVATION FOR BOARDWALK
SEE DETAIL 4/2A-3
SEE CROSS SECTIONS
-G3- STA 26+00 TO 26+30
WITH ROCK PLATING
STABILIZE 1.5:1 SLOPE
EXCAVATION FOR BOARDWALK
(SEE CROSS SECTIONS)
EXISTING EMBANKMENT
TIE FILL SLOPE TO TOP OF
F
F
F
F
C
F
F
F
F
F
C
C
C
C
C
CRETAINRETAIN
SEE DETAIL 4
SPECIAL CUT 'V' DITCH
(LAY 18" THICK)
EST. 35 S.Y. GFD
EST. 17 TONS CL-B RIPRAP
PROTECTION
ABUTMENT AND DITCH
SITE 3
SITE 4
SITE 5