20150995 Ver 1_Site Plan_20150928

Strickland, Bev
From: ross.sullivan @kimley - horn.com
Sent: Monday, September 28, 2015 9:18 AM
To: Strickland, Bev
Subject: RE: DWR# 150995 - Park Depot Greenway
Attachments: 07_75% Plans Park Depot Greenway - Town of Fuquay- Varina.pdf
NEMEMEMMIM
Uffin .'�
lRoss Sulfivain, VISA Qer- ified Airlboiri t"
Kimley-Horn 13001 Weston IParkway, Cary, INC 27513
If7lree °'k: 919 6�77 2104 1 Moi::arle: 706 9.75 6 380 �nr�nr�nr.h iii il�. � �itri ri �mmi',,.!.
Connect with us: I M:[.ei I I nnke(jhn I I°1 am,R.bm ol, , I I i ib
From: Strickland, Bev [mailto :bev.strickland @ncdenr.gov]
Sent: Monday, September 28, 2015 9:16 AM
To: Sullivan, Ross <ross.sullivan @ kimley - horn.com>
Subject: DWR# 150995 - Park Depot Greenway
Mr. Sullivan,
Can you please send me a pdf copy for the all the large plans submitted with the above project?
Thanks
Bev
Jc3we4 I sHa"
Beveimlly Stimiiimmkllmaim d, L aseimfiiiche A:fimiiummiktimmatoir
NCDEQ- Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland(@ncdenr.gnv
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- - - - - - - - - - - - - - - - - - - - - - - - -
See Sheet I -A For Index Of Sheets
See Sheet I -B For Conventional Sheet Symbols
Products Rd.
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401 55
FUQUAY - ARINA
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YICINITY 44P
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END PROJECT
55
WAKE COUNT`
UTILITY AND GOVERNING AGENCIES CONTACT LIST:
WATER COMPANY
TOWN OF FUQUAY - VARINA UTILITIES DEPT
401 OLD HUNEYCUTT ROAD
FUQUAY - VARINA, NC 27526
(919) 753 -1013 TEL
CONTACT: CHRIS GRIMES
SANITARY SEWER COMPANY
TOWN OF FUQUAY - VARINA UTILITIES DEPT.
401 OLD HUNEYCUTT ROAD
FUQUAY - VARINA, NC 27526
(919) 753 -1013 TEL
CONTACT: CHRIS GRIMES
NATURAL GAS COMPANY
PUBLIC SURVICE NATURAL GAS
2451 SCHIEFFELIN ROAD
APEX, NC 7502
(919) 367 -2720 TEL
CONTACT: NAKIMA BOGAN
FIRE CHIEF
FUQUAY - VARINA FIRE DEPARTMENT
401 OLD HUNEYCUTT ROAD
FUQUAY - VARINA, NORTH CAROLINA 27526
(919) 753 -1002 TEL
CONTACT: ANTHONY MAULDIN
EROSION CONTROL
NCDENR
DIVISION OF LAND RESOURCES
3800 BARETT DRIVE
RALEIGH, NORTH CAROLINA 27609
(919) 791 -4200 TEL
CONTACT: JOE DUPREE
ENGINEERING DEPARTMENT
TOWN OF FUQUAY - VARINA
ENGINEERING DEPARTMENT
401 OLD HONEYCUTT ROAD
FUQUAY - VARINA, NORTH CAROLINA 27526
(919) 567 -1039 TEL
CONTACT: TRACY STEPHENSON
TOWN:
TOWN OF FUQUAY - VARINA
PUBLIC WORKS DEPARTMENT
401 OLD HONEYCUTT ROAD
FUQUAY - VARINA, NC 27526
(919) 753 -1039 TEL
(919) 552 -7481 FAX
CONTACT: TRACY STEPHENSON, P.E
POWER COMPANY
PROGRESS ENERGY
9920 FAYETTEVILLE ROAD
RALEIGH, NC 27603
(919) 557 -2611 TEL
CONTACT: BEN BETTS
TELEPHONE COMPANY
CENTURY LINK
206 W. CUMBERLAND ST
DUNN, NC. 28334
(910) 980 -2228 TEL
CONTACT: GARY NORRIS
CABLE TELEVISION COMPANY
TIME WARNER CABLE
101 INNOVATION AVE, SUITE 100
MORRISVILLE, NC 27560
(919) 573 -7061 TEL
CONTACT: DALE RADFORD
DEPARTMENT OF TRANSPORTATIOI's
NORTH CAROLINA DEPARTMENT OF TRANSPORTAT
DIVISION 5 DISTRICT 1 OFFICE
4009 DISTRICT DRIVE
RALEIGH, NORTH CAROLINA 27607
(919) 733 -7759 TEL
CONTACT: REID ELMORE
PLANNING DEPARTMENT
TOWN OF FUQUAY - VARINA PLANNING DEPARTMEW
401 OLD HUNEYCUTT ROAD
FUQUAY - VARINA, NORTH CAROLINA 27526
(919) 552 -1429 TEL
(919) 552 -3601 FAX
POLICE DEPARTMENT
TOWN OF FUQUAY - VARINA POLICE DEPARTMENT
401 OLD HUNEYCUTT ROAD
FUQUAY - VARINA, NORTH CAROLINA 27526
(919) 552 -1416 TEL
CHIEF OF POLICE: LARRY SMITH
ENGINEER:
KIMLEY -HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY
CARY, NORTH CAROLINA 27513
(919) 678 -4194 TEL
(919) 677 -2155 FAX
CONTACT: MATT WEST, P. E., AVS
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TOWN OF FUQUAYmVARINA
PARK DEPOT GREENWAY
FUQUAY- VARINA, NORTH CAROLINA 27526
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNING, AND MARKINGS
LENGTH OF PROJECT: PARK DEPOT GREENWAY: APPROX. 0.40 MILES OF NEW LOCATION GREENWAY
NC HWY 55: APPROX. 0.05 MILES OF MEDIAN AND DITCH IMPROVEMENTS
41- Sta 16 +14.00
PREPARED IN THE OFFICE OF:
SURVEYOR: ■
McKIM & CREED
200 MACKENAN COURT
CARY, NC 27511 K y))) Horn
(919) 233 -8091 TEL imle
CONTACT: TIM VAN GELDER, PLS P.O. BOX 33068, RALEIGH, NC 27636 -2050
PHONE: [phone] FAX: [phone]
NC License #F -0102
8 4 0 8 16
�Illl�u
PROFILE (VERTICAL)
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,
AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND
CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS
DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY -HORN AND
ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY -HORN AND ASSOCIATES, INC.
FILE NUMBER SHEET NUMBER TOTAL SHE--"
08 -20 -2015 1 XX
COPYRIGHT 0 2015
.ES
PLANS PREPARED BY:
Kimley> »Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F -0102
Q2015
PRELIMINARY PLAN$ I
'NOT OT use POR (ON9T ION
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INDEX OF SHEETS
SHEET NUMBER
/
/A
/B
2 THRU 2E
3
3A
4 THRU 7
TCP —1 THRU TCP -5
Poi —1 THRU P)V —3
SIG-1
ERO —1 T HRU ERO —3
ERO -4 THRU ERO -10
UT L —1 THRU UT L —3
S—/
X—/
X —/A
X —2 THRU X —l0
X-11 THRU X-12
X —13 THRU X —14
X —l5 THRU X —16
GENERAL NOTES:
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ESCR/PT ION
TITLE SHEET
INDEX OF SHEETS, GENERAL NOTES, AND
LIST OF STANDARDS
CONVENTIONAL SY4iBOLS
MITYPICAL SECTIONS, PAVEMENT SCHEDULE, AND
SCELLANEOUS DETAILS
SUWARY OF OUANT /T /ES
SUiWiWARY OF EARTHWORK AND SUWARY TABLES
PLAN & PROFILE SHEETS
TRAFFIC CONTROL PLANS — 04ilTT ED
PAVEMENT 4iARK/NG AND SIGNING SHEETS — OMITTED
SIGNALS PLANS — 044TTED
EROSION CONTROL SHEETS — 04ilTTED
EROSION CONTROL DETAILS — OM /T T ED
EXISTING UTILITY PLAN
STRUCTURAL PLANS — 04hT TED
CROSS SECTION INDEX OF SHEETS
CROSS SECTION SUWARY SHEETS
—Ll — PARK DEPOT GREENW AY CROSS
—L2— PARK DEPOT GREE*AY CROSS
—Y2— (NC HWY 55) CROSS SECTIONS
—Dl— DRIVEWAY CROSS SECTIONS
GENERAL NOTES
2012 SPECIFICATIONS
SECTIONS
SECTIONS
EFFECTIVE: 0/ —0/ —12
PARK DEPOT GREENWAY
GENERAL NOTES CONTINUED
GENERAL NOTES:
2012 SPECIFICATIONS
EFFECTIVE: 0/ —0/ —12
LIST OF 2012 ROADWAY STANDARD DRAWINGS
THE FOLLO�ING ROADWAY STANDARDS, AS APPEAR IN "ROADWAY STANDARD DRAWINGS" —
RO AY D SIGN UNIT — NC DEPARTMENT OF TRANSPORTATION— RALEIGH, .C.,
DATE JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREIN ARE
CONSIDERED A PART OF THESE PLANS.
PLANS PREPARED BY:
Kimley> »Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F -0102
Q2015
PRELIMINARY PLAN$
DO NOT U60 FOR (ON9TR9I TION
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Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY. -
State Line -----
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel /Sequence Number
E : : F I : -u
xisting lance ine
0
D
X23
u u—
Proposed Woven Wire Fence 0
Proposed Chain Link Fence �
Proposed Barbed Wire Fence 0
Existing Wetland Boundary - - - -WLB- - - -
Proposed Wetland Boundary WLB
Existing Endangered Animal Boundary EAR
Existin Endan r d Plant B nda EPS
g gee ou ry
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap 0
Sign S
Well WW
Small Mine
Foundation
Area Outline
Cemetery fi
Building
School u
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
Js
BZ 1
BZ 2
s -
FLOW
PARK DEPOT GREENWAY
CONVENTIONAL
PLAN
RAILROADS:
Standard Gauge
CSX TRANSPORTATION
RR Signal Milepost 0
g p VILEPOST 35
Switch
SWITCH
RR AL, d d
U11 one
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Slope
Existing Right of Way Marker
0
Existing Right of Way Line
-
Proposed Right of Way Line
Ry
Proposed Right of Way Line with
,n A,--
Iron Pin and Cap Marker
w
Proposed Right of Way Line with
R
Concrete or Granite Marker
CCFR
Existing Control of Access
�\A;I
Proposed Control of Access
(D
Existing Easement Line
E
Proposed Temporary Construction Easement -
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Drainage /Utility Easement
DUE
Proposed Permanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Aerial Utility Easement
AUE
Proposed Permanent Easement with
- - - -�- - - -
Iron Pin and Cap Marker
0
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
—
Existing Curb
—
Proposed
Slope
Stakes Cut
- - - C - - -
Proposed
Slope
Stakes Fill
- - - F - - -
Proposed
Curb
Ramp
CR
Curb Cut
Future
Ramp
CCFR
0
T T T
Existing Metal Guardrail
Proposed Guardrail T T T T
Existing Cable Guiderail n n n
Proposed Cable Guiderail n n n n
Equality Symbol
Pavement Removal DOOC>00�
VEGETATION.-
Single Tree 0
Single Shrub
Hedge
Woods Line
SHEET SYMBOLS
WATER:
PLANS PREPARED BY:
Kimley> »Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F -0102
Q2015
PRELIMINARY PLAN$
DO NOT U60 FOR (ON9TR9I TION
Water Manhole
0
SEAL
Orchard
Water Meter
o
Vineyard
Vineyard
Water Valve
0
Water Hydrant
0
EXISTING STRUCTURES:
Recorded U/G Water Line
MAJOR:
Designated U/G Water Line (S.U.E. *)
- - - -�- - - -
Bridge, Tunnel or Box Culvert
I CONC I
Above Ground Water Line
Aic Water
Bridge Wing Wall, Head Wall and End Wall -
CONC WW
TV:
MINOR:
Head and End Wall
CONC Hw
TV Satellite Dish
C�
Pipe Culvert
TV Pedestal
Footbridge
>---- - - - - --<
TV Tower
0
Drainage Box: Catch Basin, DI or JB
El CB
U/G TV Cable Hand Hole
Iq
Paved Ditch Gutter
Recorded U/G TV Cable
TV
Storm Sewer Manhole
Designated U/G TV Cable (S.U.E. *)
- - - —TV— - - -
Storm Sewer
Recorded U/G Fiber Optic Cable
TV FO
Designated U/G Fiber Optic Cable (S.U.E.
-TV FO- - - -
0
UTILITIES:
GAS:
W
POWER:
Gas Valve
0
W
Existing Power Pole
0
Gas Meter
o
Proposed Power Pole
b
Recorded U/G Gas Line
z
Existing oint Use Pole
g
4-
*
Designated U/G Gas Line (S.U.E. )
- - - -G- - - -
Proposed Joint Use Pole
p
Above Ground Gas Line
Ai0 Gas
o
Power Manhole
0
o
Q
�
Power Line Tower
SANITARY SEWER:
W
o
Q
Cr
Power Transformer
Sanitary Sewer Manhole
O®
z
C
z
U/G Power Cable Hand Hole
Sanitary Sewer Cleanout
a
H -Frame Pole
U/G Sanitary Sewer Line
I5
Recorded U/G Power Line
Above Ground Sanitary Sewer
A/G Sanitary Sewer
Designated U/G Power Line (S.U.E. *)
- - - -P- - - -
Recorded SS Forced Main Line
FSS
a
W
Designated SS Forced Main Line (S.U.E. *) —
- - - -FSS- - - -
W
TELEPHONE:
c °a
Existing Telephone Pole
f
MISCELLANEOUS:
U
�
o
be
cc
a
Proposed Telephone Pole
Utility Pole
•
a
Utility Pole with Base
El
Telephone Manhole
0
Telephone Booth
91
Utility Located Object
0
z
Telephone Pedestal
❑O
Utility Traffic Signal Box
❑s
w
° = o
z CO CO
Tele hone Cell Tower
p
Utility Unknown U/G Line
?UTL
o � U)
U/G Tank; Water, Gas, Oil
U/G Telephone Cable Hand Hole
E
Underground Storage Tank, Approx. Loc.
AT
Recorded U/G Telephone Cable
T
AEG Tank; Water, Gas, Oil
KHA
PROJECT:
012622011
Designated U/G Telephone Cable (S.U.E. *)
- - - -T- - - -
Geoenvironmental Boring
®
08 -20 -2015
Recorded U/G Telephone Conduit
TC
U/G Test Hole (S.U.E. *)
z
Designated U/G Telephone Conduit (S.U.E. *y
- - - -TE- - - -
QLPLANS
Abandoned According to Utility Records
AATUR
Recorded U/G Fiber Optics Cable
T FO
Designated U/G Fiber Optics Cable (S.U.E. *-)-
- - - -T FO- - -
End of Information
E.O.I.
1 =B

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EXISTING
GROUND
2'
08
— 611
T
DECKING-
STRINGER
(TYR.)
a
BLOCKING
CTY00
-LI -/ -L2 - (PARK DEPOT GREENWAY)
5 2'
'.MK
C/
GRADE
POlIVT
02 02
J/
GRADE DO
THIS DINE
2'
IN-
04
A
TYPCAL E - ;I1
OT
Dl STA l0 �—0055 2O SSA 1250°00
E/ STA 1014.00 SO SSA 28-�94o49
GD2 SSA 29+H.72 SO STA 2O+90.00
5/
2/
EXISTING
GROUND
0- (PARK DEPOT GREENWAY)
/— PEDESTRIAN
GRADE riol RA ID (T�'PJ
� 1 �_) , L� I I � I U, zi I I I �
s
9'- 63iaTH
7 STRINGERS
s
CT YPEAL S
L, ETA ,2�\50000 To STA 16+14o00
NOTES:
1. SEE PLANS FOR SPECIFIC MULTI -USE PATH LOCATIONS.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SEE PLAN SHEETS FOR MULTI -USE PATH SUPERELEVATION
TRANSITIONS. (2% MAX SUPERELEVATION)
4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
5. SEE CROSS SECTIONS FOR SPECIFIC FILL SLOPES
6. SEE PLAN SHEETS FOR SPECIFIC MEDIAN ISLAND
LOCATIONS AND TYPES
7. SEE CROSS SECTIONS AND PROFILES FOR SPECIAL
DITCH GRADES
PAVEMENT SCHEDULE
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
Cl AT AN AVERAGE RATE OF 220 LBS. PER SO. YD.
J/ PROPOSED 8-AGGREGATE BASE COURSE
J2 PROPOSED 6" A. B. C.
PROPOSED COMPACTED EARTH MATERIAL
RI 5" MONOLITHIC CONCRETE ISLAND (KEYED -IN)
U EXISTING PAVEMENT
PLANS PREPARED BY:
Kimley » >Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F -0102
92015
�RELIMI�TARY PLAN$
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Kimley » >Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
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6. ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH
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SUMMARY OF EARTHWORK
SUBTOTALS
ADJUSTMENTS:
EST. LOSS DUE TO CLEARING & GRUBBING
ADDITIONAL UNDERCUT
EARTH TO REPLACE BORROW
658.7
0
X
2069
0
1615.8
0
-205.5
PROJECT TOTAL
658.7
0
IN CUBIC
YARDS
660
0
1420
W
UNCLASSIFIED
LOCATION
STATION
STATION
EXCAVATION
UNDERCUT
EMBT +20%
BORROW
-Ll-
10+01.55
12+50.00
18.4
0
1424
1405.6
-Ll-
16+14.00
28+94.49
421.8
0
632
210.2
-1-2-
29+33.72
30+90.00
172.2
0
13
0
-L- SHOULDER
XX
XX
-Y2-
10+62.00
13+05.50
46.3
2635
2222
-Y2- SHOULDER
XX
XX
a
SUBTOTALS
ADJUSTMENTS:
EST. LOSS DUE TO CLEARING & GRUBBING
ADDITIONAL UNDERCUT
EARTH TO REPLACE BORROW
658.7
0
X
2069
0
1615.8
0
-205.5
PROJECT TOTAL
658.7
0
1410
SAY
660
0
1420
REMOVAL OF EXISTING ASPHALT PAVEMENT
LINE ` STATION TO STATION LOCATION SQ. YDS.
-1-2- I 30 +27 TO 30 +90 LT 91
TOTAL
SAY
91
95
WASTE
159.2
46.3
205.5
-205.5
0
PLANS PREPARED BY.
Kimley >>> Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE. [phone]
F A X e (919) 677. 2050
NC LICENSE "F -0102
©2015
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P/ Sto /0 +50.53
P/ Sto 11 +19.06
0 =
8,-P 20' 102" QT)
D
D=
38)58'18.7)
92J6'
L =
22.08'
R
T =
13.59'
T
R =
15.00'
c
R
= 120.00'
R
= 140.00'
349.85
I
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P/ Sto /2 +17.4/
P/ Sto 11 +19.06
0 =
2° 56' 00.3" (LT )
D
= 3" 10' 592"
L =
92J6'
T
= 46.09'
R
= 1.800.00'
-BL- 4
ELEV = 363.05'
S 04 °55'32" E
977.12'
P/ Sto /0 +90.00
P/ Sto /2 +17.4/
A
= 73°44' 16.6' ILTI
0
= 25° 36'219 (RT)
D
= 47" 44' 47„3"
D
= 49 55' 32.9
L=
154.44'
L=
62.57'
T
= 90.00'
T
= 31.82'
R
= 120.00'
R
= 140.00'
N r 58' 542" E
-BL- 3
-Y1- STA 10 +79,10 OFF 25.19' RT
ELEV = 359.21'
-X X�
RIP RAP
S - -% -
y
X
6' CH _
-Yl- POT Sto. 12 +05.90
-Yl- PT Sto. 11 +65J3
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
of Fill
Natural 3'1e< Slope
Ground ?'7 D ��O
d
Geotextile Min. D= 1.0 Ft.
Type of Liner= Class I Rip -Rap Max. d- 1.0 Ft.
FROM STA. 11 +00 TO STA. 11 + 60 -Ll- (LT)
-Yl - PC Sto. 10+72.97
N 4°54' 55J' E
-Yl - PT Sto. 10+59.02
-Yl - PC Sto. /0 +36.94
N 89" 15'05Z E
-Yl - POT Sto. l0
PIPE HYDRAULIc�
DATA
o
v
0
z
48 LF
376
W
z
DESIGN DISCHARGE =
6.S0
CFS
DESIGN FREQUENCY =
/0
Y/ cS
DESIGN HW ELEV AT I (3,1 =
349.76
FT
BASE D, "SCHARGE =
7.50
CFS
BASE )" fCr_tENCY =
25
YRS
BASE HIN ELEVATION =
349.85
FT
OVERT 0FRrNG ?�3l SCHARGE =
NA4
CFS
OVERTOFr�rNG FREQUENCY=
N/A
YRS
OVERTOFF�NG ELEV gTION =
NIA
FT
-BL - 3/
-L - STA 11 +51.08 OFF 32.09' LT
ELEV = 351.60'
MIDDLEBY MARSHALL. INC.
DB4533 PG316
ZLl - PC Sto. /0 +00.00 =
-Yl - POC Sto.10 +50.00
BEGIN PROJECT
BEGIN 10'-WIDE ASPHALT �REE)*AY
WITH 2' GRAVEL SHOULDER'S
TIE TO EXIST ASPHALT PATH _Ll- PT Sto. 11 +54.44
-LI - Sto. /0 +0/.55
MICHAEL T. RODGERS AND WIFE. I
SARAH B.RODGERS I
8100 PG1165
81998 PGI139 1101
b !1 C8 abN
FRED L. STEPHENS ET. AL.
W845 PG1355
1970 PG217
INSTALL pEDESTR /AN HANDRAIL
15'FROM EDGE OF PATH BZ 2
PER DETAIL I SHEET 2C
-LI- STA10 +20.00
-BL-31 TO STA12 +50,00 QT)
BZ 1 ��
-L- STA 11 +51.08 OFF 32.09' LT -Ll - P Sto. l?+ BJfi %
ELEV = 351.60' GODS END ti O' -ww ASPHALT GREE)*AY
NT ECIAL LATERAL 'V' DITCH WOODS 2' AVEL SHOULDERS TB� =Te TB
CLASS I RIP RAP EG /N AR ALKB 35 TONS TB TB=
EST 40 SY PSR -Ll - to. 12 +�.��/�/Jj TB TB -
SEE DETAIL I M / TB� /
x
C
% F
R
INSTALL PEDTR /AN H/�1�/Df�4 /L
15' FRO EDGE OF PATH'
PER DETAIL I SHEET 2C WOODS
-L1- STA10 +30.00 F
TO STA12 +50.00 (RT)
48' -I ' RCP -III /
I TA OU 60 4347.8 5.8' LT �^r
STA. 11 +52 -LI -. 20.6' RT
S 34° 22' 2/.2° E
OUTLET PROTECTIO
ESTS3 ONSP RAP
EST 10 SY GEO
-Ll - PC Sto. 11 +85.59
TIE EQUALITY -- - - -- -4.1- Sta. /0+00.00 =
-Y1- Sta. l0 +50.00
ELEV = 363.53'
BEGIN GRADE Tn-r
Sta. /0+//.00
E' EY = 363.68'
T:E TO EDGE OF EXIST TRACK
PI = 10 +42.00
EL = 363.81' - - - -
VC = 62' -- - - -
K = 7
1-(+)9.407.
TOP= 342.65 Z � p
� �� / INV IN= 332.94 6� p
S �% INV OUT = 332,89 /` O
04, 8 22 �� /� BZ 1 6 Lr)
98.91' x\P�,�
% - - + .19 10'
E I W
CD
ARK DE OT G N AY a e ' °' PE
/ II I 1 1 J
1 .�_ � / / 1 I / 1 I /I I I I I I I II I I► I I I I I I I� I Q
jF �0 PE 1 �
o; W
+77.71 ? W
'L 10' �I W
F �ti tn
V
hm
Fh�
i
h� 8° 45' 592 E
-BL-30 j� I
-BL-29
-L- STA/`3+ 3.68 OFF .99'R -L- STA 14 +61,90 OFF 10.08' RT
ELEV � 3 .34' I
,� ELEV = 341.98
m
hm =
41 N0;,0 D S
m'V N m
41 'C
hm '
w W
Lu
z w
TOWN OF FUOUAY yARINA FRED L.
STEPHENS ET. AL.
8042 RR&�gg45 N D�98/. PG1355
III PC 94 z B1970 PG217
w I '�
(+)0.407.
- - -- - - -- -- - - _r
Pl = 1h+86,G0 -- - - - I
EL 351.64' BEGIN BOAT �1NALK
ELEV - 350.92
` + K 11 - PROPOSE D
GRADE
1 1
s
o/ 7' /5'_ /51- T P 3E SPE Cl b
D.'TU I GRADE LT
-L/ - STA 11 +00 PROP 18" PCP-171
ELE✓ = 352.82' S'rA it +55.3/
`'EV = 348.0' � � � - -' - - -- - -
END SPECIAL - -
DYTCH GRADE _T
-L /- S / A // +60
ELEV = 34820' EXISTING - E'O� F C'V� ELK l0' Sf'tiC'lnly
6ROWID FROV Stj /2` 37 -0 Stj 16 +07
-BL - 30
-L - STA 13 +03.68 OFF 5.99' RT
ELEV = 342.34'
10
-BL - 29
-L - STA 14 +61.90 OFF 10.08' RT
ELEV = 341.98'
11
12
13
-L- PARK DEPOT GREENWAY
14
15
PLANS PREPARED BY:
Kimley » >Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F -0102
%2015
P ELIMINARY PLAN$
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012622011
DATEe
328 08 -20 -2015
(jLWPLANS
320

-BL- 28
-L- STA 15 +85.15
OFF 15.65' RT
ELEV = 341.88'
I S 8' 45' 59.2" E
END BOARDWALK 1'°
BEGIN 19-WIDE ASPHALT GREE4AY
WITH 2' GRAVEL SHOULDERS
-Ll - STA 16 +14.00
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BZ 2
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TB TB T B` BZ 1 BZ BZ 2
TB Te_Te�Ta
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TB TB TB-, TB TB- B�l UNNAMED TRIB TO -L1- PT Sto. 23 +95.23 0
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TB �TB
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ASEME B �j _ _ MB1970 PG21 r
NT Il�p°IN =3 Z 1 TOP = 340.4 -
PROPOSED LAI yDING AREAWATCH I O U T = 3 3 1. BZ 1
F
INV IN= 330.10 �
TYPIC,,44LL,, SECT/O OF ADJACENT ISM BZ 2 BZ ` INV 0 U T - 3
VVAX�lAx GRADE: 2% 4 3 + 60
AX Cf7700� SLOPE.SEE DETAIL 3. \ BZ 2 _' J 15' BZ +c;5
ss ,
+ - _ BZ 2 � F E aF F 37\ F
L/ PC Sto. l6 80.54
10, ' � _ LI _ GRPEE E_ - Ar
35
+40 . 1 +90 P �E pTF
5 25' -Ll - PRC Sto. 20 +28.8/ 18'
+55 +36.73
-
- - -
20, E-
15' OUTLET PROTECTION - OUTLET PROTECTIO F� _ - - c�
CLASS 'B' RIP RAP CLASS 'B' RIP RAP C +5 5
EST 5 TONS WOOD'" EST 8 TONS E
\ +32 +43 EST 14 TONS EST 21 TONS
+00
15' 10 34 +61 Oc / / IR / c -BL-25
\ 26' �' � -L- STA 21 +85.16
�Xo \ / +56. 50 +33 +80 +90 ,
�A \ -BL- 27 14' =1C ?� 343 62
60 1-
20' F pF
16 14• R 342.7'
)k I�A•OUT33 342.45.5' RT
STA. 17 +46 -LI -. 15.0' LT
'Sto 17 +08.32 P/ Sto /8 +77.57
= 26' 04' 10.9' lLT 1 A = 34' 20' 26.6' (LT )
= 47- 44' 47.3' D = 7r 3T 11.0■
= 54.60' L = 47.95'
= 27.78' T = 24.72'
= 120.00' R = 80.00'
10,
+23
18'8'
o0or 0'
\\
110,
f4O
24'
S 34' 50'10.r E -
-L- STA 18 +02.37 1 33' +35
OFF 4.22' LT 31' 23,
ELEV = 345.50' 31 +38
+11.14 10,
23'
+ 60
' +13
10 / S 66° /2' 43J" E
F _ _ F, � i c
F PE
E
-Ll - PC Sto. 18+52.85
-Ll - PT Sto. 19+00.80
S 69' l0' Me E
ME
�Q► • •
•:
-17 -BL- 26
10' -L- STA 19 +81.57 OFF 2.90' RT
ELEV = 345.63'
-L - PC Sta. 19 +39.50
2 4. RCP -IV
/ HEAD ALL
I IyCyDONT S D. 8638.01
STA. 19 +27 -LI 10.0' RT
IIT�A 09+31_ 34210,0' RT
STA. 19 +22 -LI 16.0' LT
STA. 19 +26 -LI 16.0' LT
\ _Y_ \
-Ll- PT Sto. 21 +24.33
FRED L. STEPHENS ET. AL.
DJ39845 PG1355
MMB19TO PG217
C
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55`��
+5U
16'
ysA
16'
\_ S 85 • 30' 14.9"
-BL- 24
-L- STA 23 +83.59
OFF 50.47' RT
ELEV = 334.92'
\-Ll- PC Sto. 23 +36.47
-Ll - PT Sto. 23 +15.13
- PC Sto. 22 +43.52
16 17 18 19 20 21 22 23 24
PLANS PREPARED BY:
Kimley » >Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE. (9i9) 677 -2000
FAXe (919) 677 -2050
NC LICENSE "F -0102
©2015
PRELIMINARY PLAN$
DO 'NOT ME POK *8TR11C'N081
SEAL
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012622011
DAT Ee
08 -20 -2015
(jLWPLANS
-Ll -
P/ Sto 20 +79.26
P/ Sto 22 +79.80
P/ Sto 23 +6725
A
= 45° 36' 31.0' (RT)
A
= 22" 47' 47.0" (RT)
A
= 42' 05'18H fLT 1
D
= 47" 44' 47"1
D
= 3r49** 51.6'
D
= 7/° 37' ll•0■
L =
95.52'
L =
71.62'
L =
58.77'
T
= 50.45'
T
= 3629'
T
= 30.78'
R
= 120.00'
R
= 180.00'
R
= 80.00'
16 17 18 19 20 21 22 23 24
PLANS PREPARED BY:
Kimley » >Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE. (9i9) 677 -2000
FAXe (919) 677 -2050
NC LICENSE "F -0102
©2015
PRELIMINARY PLAN$
DO 'NOT ME POK *8TR11C'N081
SEAL
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012622011
DAT Ee
08 -20 -2015
(jLWPLANS
-
-
-
-
-
-
-
--
-
-
-
-
-
-
--
-
--
--
-
-
-
-
--
--
-
I
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1
Y��C DATA ;
! PIPE H - A -
2 @ 28 LF - 24" RCP -IV i
- DESIGN DISCHARGE = 18,00 CFS_
DESIGN FREQUENCY = /0 -1 1 1 YRS-
DESIGN HW ELEVATION ION = 345.3/ -� FT -
BASE DISCHARGE = 20.204- CFS
BASE FREQUENCY = 25 YRS---
BASE HW ELEVATION = 345.44 FT
OVERTOPPING DISCHARGE = 27.10 CFS_
OVERTOPPING FREQUENCY = 100 YRS-
OVERTOPPING ELEVATION = 345.80 FT -
-
I
368
--
PIPE HYDRAULIC DAT
l !. 36 LF - 24" RCP-1V 1- -
DESIGN DISCHARGE = 10.70.--- - --
DESIGN FREQUENCY = /0 _
DESIGN HW ELEVATION ION = 344.46 _
BASE DISCHARGE = 11.70 _ _
BASE FREQUENCY = 25
BASE HW ELEVATION = 344.55
OVERTOPPING DISCHARGE = N/A _
OVERTOPPING FREQUENCY = N/A
OVERTOPPING ELEVATION = N/A - -1
'�II!IIII
CFS
YRS----
FT -
CFS-
YRS
FT -
CFS
YRS-
FT -
- -
-BL- 24
- -L- STA 23 +83.59 OFF 50.47' RT
°
ELEV = 334.92"
-
-
- 7-1-
- --
-1-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1_
-
_
-
--
-
-
-
-
-
-
1
END BOARD ALK
NOO
_0
_+=ft-L l- J ta. 16
, - - -�P/
ELEV = 346. 0' �6 +90.00 PI - 17 +35.00
_77 PI EL = 345.82' EL = 346.81'
PROPOSED 1 - VC = 58' VC = 30'
GRADE K = l7 - K = 7-
O�
�- - l -Jll6% � �; -
■ _
tl
V
- - - - - -
- I PROP 2 " RCP lV _
STA 17+39.21 24' R
EXISTIN
#rF, GROUND- i ELEV = 342.5
i i
= 18 +00.00
EL = 345.57
VIC = 60'
- = l7
1 17
Pl = l9 +45.00
EL = 347„84' P - 20.05.00
VC = 46' EL = 344.98'
K = 7 -= '
-- KC _ l7 8
- - PROPOSED
l +11.56% p � -�� j GRADE
_ L
I -
- `- -
PROP 24" RCP -1 PROP 24" RCP -1
STA 19+25.58 STA 19+29.08
ELEV = 343.3' ELEV = 343.3'
3 52
336
Pl = 22 +50.00!i
EL= 342.2/'
VC = 22'
K_8
352
1
PI = 2/ +70 00
EL = 340.69'
VC =78'
K = l7
( +11.90%
44
336
•
_l - Jl•00 /.
1
1
Ell /STING
GROUND
-
328-
.1190
-BL- 28
-L- STA 15 +85.15 OFF 15.65' RT
ELEV = 34/.88'
111 1
-BL - 27
-L - STA 18 +02.37 OFF 4.22' LT
ELEV = 345.50'
4
-BL - 26
-L- STA 19+81.57 OFF 2.90' RT
ELEV = 345.63'
-BL - 25
-L - STA 21 +85.16 OFF 10.08' RT
ELEV = 343.62'
1 Il I
328
1
-L- PARK DEPOT GREENWAY
+t,l?n
UT
16 17 18 19 20 21 22 23 24
PLANS PREPARED BY:
Kimley » >Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE. (9i9) 677 -2000
FAXe (919) 677 -2050
NC LICENSE "F -0102
©2015
PRELIMINARY PLAN$
DO 'NOT ME POK *8TR11C'N081
SEAL
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a ° v t -LI - nv v J u l = z f .uz (7'�BL- 1 P
FRED L. STEPHENS ET. AL. z �' -Y2- STA 13.62.17 �F't3,�6sLT DEERE &COMPANY
089841- PI Sto 25 +58.12 Pl Sto 27 +30.43 �-' C D ELEV 336.7Q TIE TO E�NG \ 14947 PG362
197U -' eW A = 47" 35' 5/.9" (RT) 0 = 75" 08' 3 /J" (LT) _ m!c m TCH E �Sr _ 3 O 20 0 PPG 95
D = 47"44' 47.3° D = 737"11.0m
` = L = 104.92' 1 ' ! -Dl - POT -�t�. lQC� ®.QQ
L 99.69' ���,�.� x e2 SPECIAL LATERALD�TCH MENT \
Bz 2 = 2.92' T = 2��OODS f ' k ---5-EE DETAIL I \3
R = 120. RgZ= 80.00' ' IPF CLASS I'B' RI TECTION \ SS \ Po
BZ �- a 82 EST 2 TONS \ N PH
�� BZ TB SST 7 SY GEO \ TOP= 332,66 Q Nc
C
OO, N END CONSTRUCT/ //�� , -o � 1 V30" _ � i � 2' -IS" RC33 9 END PAVEME T IARKI GSA- r + -DI-, _ N N TB� -- _ _ - TA. 10 28 16.0 RT
+ -Ll PT Sto. 26 +04.88 TB _ _ i- T6-- -� re I OUT = 335.7 \
M
1^ _ -TB- Y2 Sto.13 +05.50 TB --_ -__- Z , L - ,_SA. 10 +28 -DI- ,16.0' LT 00
v , -TB i8- _SB/ 1 TB
TB TB '�T"�( /�'� TB T
eTB T6- TB TB -TB D lee - . . . . 1 �' B �Tf
TB
Q LQ TB- -TB TB -V3---7: T RI TB \`\ 4
TB 4
LANS PREPARED BY:
KimIey >>> Horn
BOX 33068
LEIGH, NC 27636 -3068
ONE: (919) 677 -2000
X: (919) 677 -2050
LICENSE "F -0102
2015
� �TBe UNNAM CREEK .'rte �" '� 1 o -r6� L -2 z PR-ELIMINAR-Y PLAN$
-Ll - PC + 58 g LAC K n 1 -� STA 30 +35.05 OFF SS. T "°� �° �R
R9�,ON
z
Sta. 25 +05.19r is Bz 3 OUTLET PROTECTION R�P ERAP N ELEV = 336.01' S 65 Ss INSTALL BOLLARDS PER DETAIL 2 SHEET 2C
I Q 8 EST 2 TONS 06❑ N-
J 3 PVC BZ 1 1 7 E OJECT ?0 E
EXISTING 20' SE DER EA MENT - - L, Sto. _ 2 �5 1 SY GEO 20, Ll STA28 +64.00
27 +73.8/ -Tip -z '� 1 SPECIAL TERAL TAP END l0'- ASPHALT GR I�Iy�I ❑ W SEAL
2 INSTALL DETECTABLE ARMING DO4iES
��r F 8z 2 . j 9.6 5' ' V' DITCH ER �ITH PER NCDOT STD. DRAWING 848.05
Z LLJ E - _ Z TIE T 0 EXISTING 1 SEE DETAIL I �� 2 GRA EL LDERS T o�yH of INSTALL RECT ANGULAR RAPID FLASHING BEACON
-L'F F OUTLET, PROTECT Uf� DITCH PA E X �/ �/ F -LI_ STA28 +94.49
F ,o lE TO EXIST ASPAL l-�s�S o von
0 B / 6 p �AJVR ALL DETECTABLE WARNING D*ES
� . \ CLASS B RIP RAP OUTLET PROTECTION RE�OVAL � _ � S 6„ �1g q '�Y
EST 3 TONS +00 +
CLASS 'B' RIP RAP - L2- Sto. go E 9� Gq V.4
- PIE \ EST 10 S Y G E O EST 2 TONS 4 c c -1 �' 76+ 46. 23.0" E 0 0 9 �' p 6q R NCDOT sTD.UL Ay�IRA 848.05 N
-c ?i RECTANGULAR RAPID FLASHING BEACON
Q C E Q EST 7 SY GEO o 1 1 I ITT F _ -LI- S 33
"' ` ���o Vii` -Ll- PRC D`-' c 1 F _ I F --�t _ F -L2 POT Sto. 3/ +05.52 ® INSTALL DETECTAB ARMING Do�IES
+ 2 \ + 60 + F _ . -F -L2 _ PER NCDOT STD. DRAWING 848.05
5 StO.28.45.55 INSTALL RECTANGULAR RAPID FLAS BEACON
F \ \ F 32' p
16' c \ \ C� +52.28 / z 1� FK DEPp% GREE -L2- STA29 +21.14
+90 \ +8T +25 +5O 9 Fes'
-BL- 23 15 .off \ \ �A 20 23 _ ❑ �I i4i 5❑ INSCTABLE y�ARNING DOMES
f c PER NCDOT TD.DRAWING 848.05
,o �� 13' + 80.06 Q, 8 � INSTALL RECTANGULAR -RAPID FLASHING BEACON
-L- STA 25 +56.43 \F� +48 &10' 4 � 2-'PT Sto. 30 +66.99 -L2- STA29 +33.72
OFF 9.45' RT \ \ q� 10' 10' � �r,
\ +00 /O +65 ►'R © INSTALL BOLLARDS PER DETAIL 2.SH T 2C
ELEV = 343.01 \ E C CURVE WIDENING \ 14 F PL - 14' Q -L2- STA29 +64.00
S 85" 30' 14.9" E \ �� E C \c 2 3 s 's' 7❑ INSTALL DETECTABLE WARNING DO4iES
S 37" 54' 23.0" E F }r _ F _ - r / PL2 NCDOT AyyING 848.05
\ E F �0 _ cam° -L2- PC Sto. 30 +29.67 ® INSTALL DETECTABLE WARNING DO4iES
-Ll - PC Sto. 26 +68.89 C PE �' l + G C % PER NCDOT STD.DRAy�ING 848.05
p Q� E- ��/ 5 , -L2- TA 30+26,6T
F g
F / + 62 + 00 4 11 W °z N 3r 57 56.0• E E INSTALL BOLLARDS PER DETAIL 2. SHEET 2C
+ -L2- STA30 +59.00
+oo P 10'
17' +43 +56 +82.71 1 -L2- PT Sto. 30 +03.0/ -L2-
-BL-22 + 8'-15' RCP-IV +83.38 CURVE WIDENING PI Sto 29+9020 PI Sto 30 +5/.18
-L- STA 27 +14.69 OFF 27.44' RT 20� I = 336.3' 17' -L2- PC Sto. 29 +75.20 0 = 53" 06' 494" (LT) D = 7r l5' 4/.0" (RT)
ELEV = 341.51 I III A.O22ZUT +86 336.x'12'0 RT D = 190" 59' 09.4° D = 190" 59' 09.4"
SPECIAL LATERAL 'V' DITCH S A. 28 +82 -LI -, 15.8' LT
SEE DETAIL 1 -LI - PT Sto. 28 +9/•99 N 85" 64'45.30 E TOWN OF FUOUAY VARINA L = 27.81' L = 37.31'
6' -18' RCP -IV x 28' -15' RCP -1V. INV IN = 336.3' T = 14.99' T = 21.50'
1 III = 340.0' m STA. 29 +45 -L2-,13.0' RT �` '�� +`' t-uh. I`� R = 30.00• R = 30.00•
FRED L. STEPHE S ET. AL.
kTA . 7 +50 -LI- 17.1 RT INV OUT = 336.1. STA. 28 +45 -L2 -. 15.0 LT
OUT = 339.8' N 85" �' 45.3n E MB197 PG217 A. 27 +63 -LI -, 13.5' LT SPECIAL ATERAL 'V' DITCH
89845 PG217 DETAIL 1
CD SPECIAL LATERAL 'V' DITCH -Dl-
SEE
SPECIAL LATERAL 'V' DITCH / -DE P /ILSta 29 +07.33 r TIE TO EXISTING , Not sale, PI Sto 10 +58.28
SEE DETAIL I m DITCH
-Ll - + 50 � 3. ° D = 79" 34' 39.0" (RT I
Natural 1 Fill Z
P/ Sto 28 +/2.29 P/ Sto 28 +6945 29.79' -L2- P/ Sto. 29 +20./4 Ground ?., D �� °�� Slope L 47.40'
• S 43" 34' 50.0" E T = 24.59'
= 5/" 23' 05.4" (RT) p = 33' l5' 26.0" (LT) _Ll - POT Sto. 29 +13.73 = BEGIN CONSTRUCTION Min. D = 1.0 Ft. R = 72.00'
D = 7r 37 /l.0" D = 7r 37 /l.0" -L2- POT Sto. 29 +13.73 = BEGIN PAVEMENT MARK /NGS
L = 7/.75 L = 46.44 FROM STA. 27 + 00 TO STA. 28 + 00 -LI- (RT) W
-Y2- POT Sto.10 +95.00 -Y2- Sto.10 +62.00 FROM STA. 29 +45 TO STA. 29 +75 -L2- (LT) ~
T = 38.49' T = 23.89 a
R = 80.00' R = 80.00' DITCH EXISTING 1 -Y2- 0T StO, 10 +00.00 FROM STA. 10 +50 TO STA. 12 +00 -Y2- (RT)
1
Ir
1 1 V �Y• _ _
_i PIPE HYDRAULIC DATA,- _ PIPE HYDRAULIC DATA _ _ PIPE HYDRAULIC DATA
36 LF - l8" RCP -IV 28 LF - l5" RCP -IV _ _ _ 28 LF - l5" RCP -IV
z
I DESIGN DISCHARGE = 3.50 ;CFS DESIGN DISCHARGE _ 1445 CFS--- _ DESIGN DISCHARGE = 1.36 !I III CFS I 376 °
DESIGN FREQUENCY = l0 YRS DESIGN FREQUENCY _7- l0 �- YRS - _ _ _ DESIGN FREQUENCY = l0 YRS _ _ 0
DESIGN HW ELEVATION = 341.05 FT DESIGN HW ELEVATION = = 337.03 _ FT _ - DESIGN HW ELEVATION = 336.92 FT o
BASE DISCHARGE = 3.80 CFS BASE DISCHARGE = 1.60 CFS- BASE DISCHARGE = 1.50 - CFS - - - _ cr
Z
BASE FREQUENCY = 25 YRS BASE FREQUENCY = 25 YRS- BASE FREQUENCY = 25 YRS w.
BASE HW ELEV AT lON = 34/.10 _ T lE EQUALITY = - 3 6 8 < °
FT BASE HW ELEV AT lON - 337.06 FT BASE HW ELEV AT lON 336.95 - FT z
-Ll - Sto. 29 +13.73 =
OVERTOPPING DISCHARGE = 11.16 CFS OVERTOPPING DISCHARGE = 7.27 - CFS -L2- Sto. 29+13.73 OVERTOPPING DISCHARGE = 8.55 ' -il CFS a o
OVERTOPPING FREQUENCY= > 100 YRS OVERTOPPING FREQUENCY = > 100 T YRS = -Y2- Sto. /0 +95.00 OVERTOPPING FREQUENCY = '> 100 �rl YRS .
�F - FT - ELEV = 338.94' OVERTOPPING OPPI NG ELEV AT N = 65 - -
= _ _ + FTf
I OVERTOPPING - ELEVATION, _ i 342.30, I ,T, OVERTOPPING ELEVATION - 338.4/ P/ 29 40.00 ' � ' ' ' I � - 338 1 ' I 360
�h P/ 28 +90.00
EL = 338.74' PI = 30 +02.00 Q
- - - - PI = 27 +50.00 - - EL = 338.49' - I , - - - - - - - EL 343-82' - -- EL_ 338.97' - - -- - -- W
VC = 48 END GRADE 1 BEGIN GRADE
IlUl
°
K = 7 ' PI = 28 +15.00 -Ll - 28+94.49 -L2 - 29 +33.72
PI = 26 +95.00 EL = 34/.54' ELEV = 338.40' ELEV = 338.62 Pl T30+33.00 352
°a
EL = 342.06' VC = 40' - PI = 29 +73.00 EL = 338.35' c
Pl = 28 +60.00 - -BL - 22
I VC = 48' ! K = l8 EL = 340.99' - EL = 340.13' PI = 30 +63. �
- PROPOSED K = l7_ VC = 50' VC = 58' . EL = 336.6/�� -L - STA 27 +14.69 OFF 27.44' RT o a
--- ILI ..... T__F1 1 GRADE _ K = 7 = ELEV = 34/.5/ a
+)3p% _ -� K - 7 " -( +1200% - PROPOSED VC_ 54 1
3so� (- )2.00% K l7 3 44
-� .GRADE -
( +)0.417" , ►- _ (- )/.23"/" �, (+)420;y. END GRADE
- - - - - _ -_ _,- t_�_��_�__ __ - O-� �3i - - -` (- 12.00% -L2- 30 +90.00 -BL
- _ 11 - _ BEGIN SPECIAL (-)47. 90% ( +) 2.12 " - _ _ -0 ���5,8 " ELEV = 335.90' l W
DITCH GRADE RT , ,. • % _ _ �% -L - STA 13 +62.17 OFF 23.46' LT 3 3 6
-Ll - STA 27 +00 �,�7, _ o
EXISTING ELEV = 34/.42 _ PROP l5" RCP -lV �2.6� • ELEV - 336.70 0 cc
GROUND 1 -Ll - STA 27 +50 RT STA 28 +84.87 z
Q
ELEV = 339.97 ELEV = 336.1' W a
PROP l8" RCP -lV - _ - - EXISTlNG
STA 27 +55.7/ PROP l5 RCP -IV GROUND 32 $ a
ELEV = 339.9' STA 29 +45.31 - -BL - 2
T__T
ELEV = 336.2' - TIE EQUALITY -L- STA 30 +35 05 OFF 58.86' LT
DITCH SPECIAL RT BEGIN SPECIAL =L2= Sto. 30 +16.67 ELEV = 336.0/' KHA PR 012622011
-LI - STA 28 +00 DITCH GRADE LT Dl Sto.10 +97.51
ELEV = 338.49' �T
-BL - 23 ELEV = 34/.03' -L2- STA 29 [phone]
ELEV = 336.05
-L - STA 25 +56.43 OFF 9.45 RT E1 D SPECIAL
ELEV = 343.01' Dl CH GRADE LT -L- PARK DEPOT GREENWAY R / W PLANS
-L2- STA 29 +75
I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
ELEV = 33826 '
312
25 26 27 28 29 30 6

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MIDDLEBY MARSHALL. INC.
-BL- 31
-BL- 3 -L- STA 11 +51.08 OFF 32.09' LT
ELEV = 351.60'
-Y1- STA 10 +79.10 OFF 25.19' RT
ELEV = 359.21'
-X 6' CHL
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MICHAEL T. RODGERS AND WIFE.
SARAH B.RODGERS
FRED L. STEPHENS ET. AL.
AV
Bz 2
BZ 1
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TB -TB
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TOP= 342.65
INV IN= 332.94
INV OUT= 332,89
Bz 1
r r r r r r r r i
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-L- STA 14 +61.90 OFF 10.08' RT
ELEV = 341.98'
WOODS
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RALEIGH, NC 27636 -3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F -0102
92015
PRELIMINARY PLAN$
DO 'NOT ME POK *8TRJlC'N081
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NC LICENSE "F -0102
92015
PRELIMINARY PLAN$
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ELEV = 345.63'
FRED L. STEPHENS ET. AL.
i
PLANS PREPARED BY:
Kimley » >Horn
PO BOX 33068
RALEIGH, NC 27636 -3068
PHONE: [phone]
FAX: [phone]
NC LICENSE "F -0102
92015
PRELIMINARY PLAN$
DO 'NOT ME POK *8TR11C'N081
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FRED L. STEPHENS ET. AL.
Q49845 PG 55
IIIII PG217
- BZ 2
Lf
TOP= 336.30
INV IN (18 ")= 3326.55
INV I (8 ")= 327.55
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