20061151 Ver 1_Site Plan_20090227

PROJECT REFERENCE NO.

APEX PEAKWA Y

RtW SHEET NO.
ROADWAY DESIGN
ENGINEER

SHEET NO.
2C

HYDRAULICS
ENGINEER

LEVEL SPREADER

FOREBAY

(Not to scale)

INCOMPLE
DO NOT USE FOR

(Not to scale)

GRASS LINED CHANNEL 6 INCHES DEEP, l' FOOT WIDE.

PRELIMIN

NOTE: EROSION CONTROL NETTING TO BE INSERTED AND
SECURED IN GRASS LINED CHANN

RIP RAP OUTLET
PROTEC~ON AND ENERGY
DISSIP A TOR SEE PLANS FOR
DETAILS

STORM DRAINAGE
PIPE OR DITCH

,.~
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421 Fayetteville Street Mal
Suite 1303
Raleigh, N.C, 27601

RIP RAP OUTLET
PROTECTION AND ENERGY
DISSIPA TOR SEE PLANS FOR
DET AILS

A RIP RAP

111111111111111111111111111111111111"1111111111- I _ I
~ III III 111111 III
UNDISTURBED GROUND

FLOW

to

DOWNSTREAM "LIP" MUST BE LEVEL
THE ENTIRE LENGTH OF SPREADER,
SPREADER LIP MUST l' MINIMUM.

FLARED

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-- L1'~ 200.9

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3 FT.

1 FT.

3"

t~ c: , D~NR . WATERQlIALrrv
'1..TLAI~D.;;, AND STORMWATER BRftJI/Cr/

GROUND

NOTE:

3' WIDE STRIP OF
FILTER FABRIC
(PSRM)

SEE PLANS FOR FOREBA Y DIMENSIONS.

NOTE:
LEVEL SPREADER DESIGN WILL BE BASED ON
CURRENT DIVISION OF WATER QUALITY DESIGN
GUIDELINES.

#4 REBAR ON
18" CEN TER

MAINTENANCE

INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED
AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED,
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION.

PIPE LENGTH TOP
ST A T10N ELEV.
OUTLET FT. FT.
V) 28+30 -L RTo 16 52 466000
Z 41+50 -L - L T 0 22 13 463050
0
Vi 41+75 -L- LT. 22 13 460.75
:>
w 42+34 -L - L To 27
~ 35 457050
42+60 -L - LT. 27 35 458.00
43+40 -L - RL 29 13 467000

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CURVE DATA FOR -Y/-
P/Sto /6+44.0/
L::,. = /40 28' 55.9' (RT)
D = 20 36' /5.7"
L = 556.08'
T - 279.53'
R = 2,200.00'

BE~N CONSTRUCT~N
POI 8+25.00 -YI-

FLOYD. DAVID E & JEANNE E

I

-----

DATUM DESCRIPTION

APEX PEAKWA Y

PROJECT REFERENCE NO.

SHEET NO.
4

I

NOTE: CONTRACTOR TO CONSTRUCT LEVEL SPREADERS
AND FOREBAYS ONCE SITE IS STABILIZED AND TEMPORARY
EROSION CONTROL MEASURES HAVE BEEN REMOVED. PROTECT
LEVEL SPREADER AND FOREBAY FROM SEDIMENTATION UNTIL
AREAS DISTURBED TO CONSTRUCT THE MEASURES ARE STABILIZED.

rwI SHEET NO.
ROADWAY DESIGN
ENGINEER

HYDRAULICS
ENGINEER

THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE NGS MONUMENT E 218
WITH NAD 1983 STATE PLANE GRID COORDINATES OF
NORTHING: 724,197.7424(ft) EASTING: 2,044,907.1930(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 1.0001105696
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"E 218" TO -L- STATION 10+00 IS
N 15^21' 29.08" W 513.75'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NGVD 88

~- --=-
\(1.. ~m) 421 Fayetteville Sire
WilbIT'rSmith !Suite 1303
".. 0 e I AT" Raleigh, N.C. 27

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MATCHl\N

INCOMPLE E PLANS
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PRELIMI

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POT 5to. /0+00.00
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APEX FIRST DEVELOPMENT LLC

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IPF
I"OPEN
BENT

NOTE:
RAIL SIGNALS, GATES,
& APPURTENANCES TO
BE PROVIDED BY RAILROAD

CONTRACTOR TO VERIFY AS BUILT CONDITIONS AT -
AMBERGATE INTERSECTION. MILLING AND OVERLAY
WILL BE REQUIRED AT A MINIMUM. IF CONDITIONS
ARE SUCH THAT MAJOR IMPACTS RESULT TO THE
PROPOSED DESIGN, CONTRACTOR WILL NOTIFY THE
TOWN OF APEX ENGINEERING DEPARTMENT BEFORE
PROCEEDING WITH WORK IN THIS AREA.

PT Sto. /4+67.03

PC Sto. /7+60.39
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SMITH. STALEY C

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CURVE DATA FOR -L-
P/Sto /3+25.48 P/Sto /9+45.59
L::,. = 22057' 35.5" (RT) L::,. = 28059' 46.6" (RT)
D = 8000/00.0" D = 800CY 00.0"
L = 287.00' L = 362.45'
T = /45.45' T = /85.2CY
R = 7/6.20' R = 7/6.20'
SE = 0.04 SE = 0.04
RUNOFF = 128.00' RUNOFF = /28.00/

-

421 Fayetteville Street Mal
Suite 1303
Raleigh. N.C. 27601

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APEX PEAKWAY

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BROOKFIELD PROPERTIES LLC

VINEY ARD
DEVELOPMENT
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NEAL. F BRENT MCNAIR. MARION HAYS TRUSTEES

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PROJECT REFERENCE NO.

APEX PEAKWAY

fWI SHEET NO.
ROADWAY DESIGN
ENGINEER

SHEET NO.
6

HYDRAULICS
ENGINEER

INCOMPLE rE PLANS
DO NOT USE FOR R I W ACQUISITION

PRELIMINA RY PLANS
DO NOT USE FO CONSTRUCTION

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Std. No. 876.01

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FROM STA. 42 + 62 TO STA. 43 + 05 LT

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ENERGY DISSIPATOR

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PUTPRUSH, JOHN D
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ROOKFIELD PROPERTIES LLC

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END PROJECT
POC 49+54.92 -L-

15' L X 4' W X 9" D
CLASS 'A' RIP RAP
ENERGY DISSIPATOR

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DET AIL6
LA TERAL BASE DITCH
(Not to Scale) b
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Min. 0 = 0.0 Ft.
Max. d=2.0 Ft.
B= 2.0 Ft.
b= 5.0 Ft.

Natural
Ground

/
/
---------
--------- ~

-When B Is :? 6.0'
Std. No. 876.01

Type of Liner = PRSM
FROM STA. 42+87 TO STA. 45+40 RT

VINEY ARD STATION LLC C/O METROPOLITAN ASSET MGMT INC
C/O METROPOLITAN ASSET MGMT INC

CURVE DATA FOR -L-
PISta 46+92.96 PISta 51+16.65
~ = 30461 28.811 (RT) ~ = 602454.211 (RT)
D = 00 541 00.011 D = t 3CY 00.011
L = 4/9.41' L = 427.671
T = 209.78' T = 2/4.06'
R = 6,366.2CY R = 3,819.72'
SE = NC SE = NC

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PROJECT REFERENCE NO.

APEX PEAKWA Y

WW SHEET NO.
ROADWAY DESIGN
ENGINEER

SHEET NO.
7

HYDRAULICS
ENGINEER

INCOMPLE E PLANS
DO NOT USE FOR I W ACQUISITION

PRELIMIN
DO NOT USE FO CONSTRUCTION

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Vl{i!~~r~lJ!i!h

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421 Fayetteville Street Mall ~
Suite 1303 W'lb S .th
Raleigh, N,C. 27601 ,I.. ~LIJ!I.

421 FaY~~~I~e3~t Mal
Raleigh, N.C. 27601