20180992 Ver 1_Roadway Improvements_20180717

15" RCP345
350
355 34034548" CMPWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLDWTLD37 38
32
+
0
0
33+00
34+00 35+00 36+00 37+00 38+00 39+00
W
W
W
W
W W W W W W W W W W
CB#201
RIM = 347.87
INV IN = 339.71 29 LF 30" RCP
@ 1.00%
CB#202
RIM = 347.80
INV IN = 342.13
INV IN = 340.49
INV OUT = 340.00
395 LF 18" RCP
@ 3.00%CB#203
RIM = 359.35
INV IN = 354.07
INV OUT = 353.97
51 LF 30" RCP
@ 1.00%
FHA TEE
STA = 33+58.14
12" GATE VALVE
FHA TEE
STA = 38+58.41
12" GATE VALVE
PROPOSED 12" C900
PVC WATER MAIN
K E N N E B E C R O A D
60' PUBLIC RIGHT OF WAY
YI#210
RIM = 344.24
INV IN = 341.10
INV OUT = 341.00
HDWL#500
RIM = 344.92
INV OUT = 340.00
12 LF 48" RCP
@ 2.89%
CONNECT NEW RCP TO EXISTING
CMP WITH CONCRETE COLLAR
360355350
360
41
1 2
4
3WW40+00
41+00
42+00
43+00 44+00
45+00
46+00
47+00
48+00
W
W
W
W
W
W W W W W
W
W
W
W
W10+0011+00248 LF 18" RCP
@ 1.20%
CB#204
RIM = 361.00
INV IN = 357.14
INV IN = 357.15
INV OUT = 357.04
34 LF 18" RCP
@ 3.17%
YI#207
RIM = 361.95
INV IN = 358.33
INV OUT = 358.23
142 LF 18" RCP
@ 1.25%
CB#205
RIM = 362.26
INV IN = 359.02
INV OUT = 358.9239 LF 15" RCP
@ 2.50%
DI#206
RIM = 364.50
INV OUT = 360.00
57 LF 18" RCP
@ 1.85%
CB#208
RIM = 362.99
INV IN = 359.49
INV OUT = 359.39
26 LF 18" RCP
@ 1.00%
CB#209
RIM = 362.99
INV OUT = 359.75
FHA TEE
STA = 43+58.25
12" GATE VALVE
PROPOSED 12" C900
PVC WATER MAIN
K E N N E B E C R O A D60' PUBLIC RIGHT

O
F

W
A
Y
12"x8" TEE
(2) 12" GV
(1) 8" GV
FHA
360
362
362
363 364
361
363
364
365
366
3
4
5
350
330
335
34
0
35
5
6
7
47+00
48+00
49+00
50+00 51+00 52+00 53+00 54+00 54+47
W
W
W
W W W W W W W W W W
CB#101
RIM = 341.38
INV IN = 338.68
INV OUT = 338.58
49 LF 18" RCP
@ 0.77%
FES#100
INV IN = 338.20
FHA TEE
STA = 48+58.88
12" GATE VALVE
FHA TEE
STA = 53+58.80
12" GATE VALVE
2" BOA
STA = 54+09.62
12" GATE VALVE
PROPOSED 12" C900
PVC WATER MAIN
K E N N E B E C R O A D
60' PUBLIC RIGHT OF WAY
DI#102
RIM = 347.17
INV OUT = 342.50
51 LF 15" RCP
@ 7.50%
360 355 350 345 340
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
RISER STRUCTURE
CATCH BASIN
YARD INLET
400
CBU
WCR
ROADWAY CENTER LINE
RIGHT OF WAY LINE
LOT LINE
SETBACK LINE
EASEMENT LINE
VALLEY CURB & GUTTER
STANDARD CURB & GUTTER
WHEELCHAIR RAMP
SIGN
STREET LIGHT
SPILL CURB & GUTTER
CLUSTER MAILBOX UNIT
LOTS WITH FLOOD HAZARD KENNEBEC MEADOWS SUBDIVISIONKENNEBEC ROADWAY IMPROVEMENTS IIC-102/3/20162016-072212/08/2017RELEASED FOR CONSTRUCTION| || || || || || || || || || || || |DATE:FILE NO.HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2016\2016-072 BALL - KENNEBEC SUBDIVISION\PLANS\CONSTRUCTION DRAWINGS - RE-DESIGN\SHEET FILES\C-10 KENNEBEC ROADWAYIMPROVEMENTS II.DWGPLOTTED: 3/22/2018 2:11 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION OR SIMILAR
40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 1"=40'NSCALE:
1
C-10
STATION 32+50-39+50
1" = 40'
KENNEBEC GRADING & DRAINAGE LAYOUT
NN
SCALE:
2
C-10
STATION 39+50-47+50
1" = 40'
KENNEBEC GRADING & DRAINAGE LAYOUT
SCALE:
3
C-10
STATION 47+50-54+47
1" = 40'
KENNEBEC ROADWAY LAYOUT
LEGEND:
INSTALL NEW CB ON
EXISTING 48" CMP
110/13/2017TOFV AND WAKE COUNTY COMMENTS #1NOT FOR CONSTRUCTION OR SIMILAR
8' PUBLIC UTILITY
EASEMENT
20' TYPE 'C'
LANDSCAPE BUFFER
8' PUBLIC UTILITY
EASEMENT
20' TYPE 'C'
LANDSCAPE BUFFER
20' PUBLIC STORM DRAIN EASEMENT
20' PUBLIC STORM DRAIN EASEMENT
20' PUBLIC STORM DRAIN EASEMENT
20' TYPE 'C' LANDSCAPE BUFFER
PROPOSED STREAM IMPACT:
* PERMANENT IMPACT = 16 LF
* TEMPORARY IMPACT = 10 LF
PROPOSED NRB BUFFER IMPACTS:
* PERMANENT ZONE 1 IMPACT = 978 SF
* PERMANENT ZONE 2 IMPACT = 680 SF