NCC221468_Site Plan or Location Map_20220419

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OWNER:
GREEN HOPE HIGH SCHOOL
TRACK REPLACEMENT
2500 CARPENTER U PCH U RCH ROAD, CARY, NORTH CAROLINA 27519
DEPARTMENT OF ENVIRONMENTAL QUALITY
WAKE COUNTY PUBLIC SCHOOL SYSTEM
LIFECYCLE AND FACILITIES ASSESSMENT
1551 ROCK QUARRY ROAD, BUILDING A, STE 100
RALEIGH, NORTH CAROLINA 27610
CONTACT:
BILLY MASSENGILL, SENIOR PROJECT MANAGER
P: [phone]
[e-mail]
ENGINEERING:
DEWBERRY ENGINEERS, INC.
2610 WYCLIFF ROAD, SUITE 410
RALEIGH, NORTH CAROLINA 27607
CONTACT:
CHARLES P. RISTIMAKI, SENIOR PROJECT MANAGER
P: [phone]
F: [phone]
[e-mail]
EROSION CONTROL SUBMITTAL
VICINITY MAP
SHEET INDEX
SHEET
NO.
TITLE
CS
COVER SHEET
C100
EXISTING CONDITIONS PLAN
C101
DEMOLITION PLAN
C102
TRACK LAYOUT PLAN
C103
EROSION CONTROL (PHASE 1) PLAN
C104
GRADING, DRAINAGE & EROSION CONTROL
(PHASE 2) PLAN
C105
GRADING EXHIBIT
C501
CIVIL DETAILS & NOTES
C502
CIVIL DETAILS
C503
CIVIL DETAILS
C504
CIVIL DETAILS
C505
CIVIL DETAILS
C506
CIVIL DETAILS
C507
CIVIL DETAILS
C508
CIVIL NOTES & DETAILS
C509
CIVIL NOTES
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
WAKE COUNTY
PUBLIC SCHOOL SYSTEM
RALEIGH, NORTH CAROLINA
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1 3/28/22 CPR NCDEQ COMMENTS
No. DATE BY Description
REVISIONS
DRAWN BY
TGL
CPR
APPROVED BY
RBR
CHECKED BY
MARCH 2, 2022
DATE
TITLE
COVER
SHEET
PROJECT NO. 50142643
1"=200'
NCDEQ
PROJECT NO: WAKE-2022-056
CS

1 I 2 I
3 I
4
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TOPOGRAPHIC SURVEY NOTES:
Dewberry
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C
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8' CHAIN LINK
8' CHAIN LINK
/
\ 373 �
CONCRETE
/
01 \
8' CHAIN LINK
/
373 -GRASS /
METAL BLEACHER
FLY#3
\
3 / i
(ON CONCRETE PAD)
ELEV=373.33
GRASS
37Z
STEPS
RAMP
�
/
4' CHAIN LINK
ASPHALT SIDEWALK
ASPHALT SIDEWALK \
/
/
/POLE
GRASS STOR
� - 374 � � - - - - - -
- - AS.2H�PkT- - �
-
� - 3 4 - �T - - GRASS
4�CHAIN LINK -�
CONCRETE
/
VAULT
-
i
WD. BOARD
_
�S D PIT/
- Wp Bo�L
3j
ASPHALT
PIT
/
STADIUM
ASPHALT
_SAND PIT
\
�
LIGHT
UGE GRASS
CONCRETE
STADIUM
�
�y
374.43177
374.57
G�f Ass /Q� /
ASPHALT
374.44 x 374.27 - - - - _
37 4 -
373.84 373.63
i UGE - -
/ ST OP: 372.11
�� 3� 373. RCS ST INV OUT: 36/81
�^ ASPHALT I
TOP: 372.17
TOP: 366.71 GRASS / x 374.44 \NV IN: 366.62f
INV IN(W): 360.16 I / I INV OUT: 366.57
INV IN(S): 358.56 I / GRASS �� R ESSED PIPE
w �3�A
3
374.52
Cp
' 374.18
/
TOP: \371.15
a I I INV IN(L): 366.00 I 0
UO v F G INV IN W): 364.95 0
POLE I \ INV O T(N): 365.89 w GRASS
I \NINV/OUT HIGHER THAN I V IN � I
N I ♦ x 374.52
1
o l I ELEV-----5� 4.31 ASPHALT \ \ / C
M I I 3.5' B1K K /
MEMORIAL-
~ I I COLUMN
� 1
1 \ 174.13 c�S`, PLAY
GRASS CLOCK TOP: 372.87 \
INV IN: 366.87t
374.52 Q �� INV OUT: 366.70
N I I \ \ RECESSED PIPE TOP: 373.13
1 INV IN: 368.13
GRAVEL T INV OUT: 367.93
Ld
m ST
\� ~
F,p GRASS 374.59-
374.40 373.9`r -
w
v � 374.54 x 374.49 -
GI ASS ASPHALT x 374.31
� \ � CONC I N
0 / \ 74.68 374.45
\ HOTBOXES
E I EQUIPMENT N LIGHT
01 � A
TOP: 370.00 GATE O 4' CHAIN LINK 3 4' C
GATE
INV IN: 365.25 ST -TOE 37.3:6
x 374.63
INV OUT: 365.15 ST 1= SHED GRASS ALT INV OUT: 368.70
- 375
T
x 374.31 ASPH C
G�
GATE
S.l 8' CHAIN
L K
1
TOP: 373.27
INV IN(S): 370.29
\
\
INV IN(W): 369.17
,
INV OUT(N): 368.04
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TOP: 377.48
"""" INV OUT: 371.58
4� 'tjf,
GREEN HOPE
HIGH SCHOOL
TRACK
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P. �I 1 - r I Ir �•
GREEN HOPE I _ ' .
HIGH SCHOOL 1 4111 I;III IF'
�- -r111•r! II'
UPCHURCH RD,
CARPENTER
GREEN HOPE HIGH SCHOOL VICINITY MAF
ACCESS
TO SITE
x 374.62
TOP: 374.50
INV OUT: 372.35t
DEBRIS IN STRUCTURE
(LIGHT - 9j,L
374.69 374 X374.67 GRASS /F
74.35 x 374.41 ASPHALT \
x 374.36 � \
x 374.29
374.13 374.11 374.11 �� \
/ E01-e=E-01'
/ \ TOP: 372.N 374.57
\ INV OUT: 367,69 ST \
S4�
/ \ \ G) TOP: 72.09 374.01INV IN-
/ / \ INV Oh 366.76 \ � \ y'9iy GRE
ASPHALT
o
CLOCK � A \
\ DISCUS \ x 374.24 GRASS
Dlscus METAL POST
cACE �TO HOLD NET
\ \ TOP: 372.04 I
INV IN(W): 365.32 \
375 ")INV IN(E): 365.14 r �� GRASS U11 2� \
INV OUT(S): 365.29 I o A w
\ IINV OUT HIGHER THAN INV IN, 0
/ (STANDING WATER IN STRUCTURE �� ^"�� S I LO
\ J \ � J
/ p 1 S 3 3.60 374.46 - _
l x 375.37 I \ I o N
0 m a
\ / GRASS 'n I J I I w
m I w �10
�- 37,5 _ l AS4ALT / I
/ 1
Q� I / cl
/ x 374.31 /
/ I
/ 374.02
i TOP:372.01
/ 374 INV IN(12" RCP): 366.51/ f ��
/ INV IN(12" CPP): 368.�8
INV OUT(E): 365.96 374.E v 3�
4 x 374.35
/ TOP: 372.76 C
/ INV IN: 367.73 0 �T 12P
/ INV OUT: 367.68 ST / ASPHALT
GRASS /
374.10 - - - - - - - - - - G 316
374.20 374.11
ELEV 3
STEPS
x 374.46
ASPHALT
374.61 374.
- - 374 - GRASS
LINK _
'--TOP: 373.20 M - � CP ST
ASPHALT
INV�O : 369.4FUL-M0 / x 374.66
I I /
n
CONCRETE STADIUM SEATING
}} U- x 374.38
I
- 374 1
\ TQP: 373.45
INV IN: 368.37
INV OUT: 368.15
TOP: 374.31
INV OUT: 371.71
GRASS
4' C
x 374.57
ASPHALT
F-
x 374.70 ICI I / w
Q
Uj
I ASPIALT 0
0
374.70
STORAGE
kN LINK
31A�
373 GRASS�
l POSSIBLE
BURIED
STRUCTURE
S�'
1 B" gip i
/ 3, A
375
8' CHAIN L NK
1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY
DEWBERRY ENGINEERS INC. ON SEPTEMBER 21-27, 2021.
2. HORIZONTAL CONTROL (NAD83/2011) AND VERTICAL CONTROL (NAVD88)
ESTABLISHED BY GPS OBSERVATIONS AND COMPUTED USING NORTH
CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE STATION SERVICE
(VRS), YIELDING VALUES OF:
#1 #2
N: 747485.53 N: 748087.10
E: 2039980.47 E: 2040068.23
EL: 373.67 EL: 374.31
(REBAR & CAP) (REBAR & CAP)
3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND
DISTANCES. PROJECT LOCALIZED ON POINT #1. COMBINED GRID FACTOR
(GRID TO GROUND) EQUALS 1.00009397221662.
4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY
OBSERVED EVIDENCE, LOCATION OF ABOVE GROUND UTILITY
APPURTENANCES, AND UTILITY MARKINGS (PAINT, ETC.) PROVIDED BY
DEWBERRY. THESE MARKINGS WERE OBSERVED DURING THE COURSE OF
THIS SURVEY, WERE FIELD LOCATED, ARE SHOWN FOR INFORMATIONAL
PURPOSES, AND SHOULD BE FIELD VERIFIED IF CRITICAL. UNDERGROUND
UTILITIES NOT SHOWN, MAY EXIST. STORM SEWER AND SANITARY SEWER
DATA HAS BEEN COLLECTED FROM THE RIM OF THE MANHOLE WITHOUT
ENTERING THE STRUCTURE. PIPE SIZES AND TYPES SHOULD BE
CONSIDERED APPROXIMATE AND BE FIELD VERIFIED IF CRITICAL.
TOP: 367.19
INV IN: 363.20
I S�
S�
Y
Z
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a
0
00
x 373.43
GRASS
- 373 CONC C
x 372.72 372.80
Q TOP: 372.12
GRASS (372`��
ST L TO 3)0.57
IRV- IN: 366.15
8" OAAR INV_ (YOT: 366.12
LEGEND
E01
END OF INFORMATION
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DRAIN INLET GRATE
o
UTILITY HANDHOLE
O
FLAG POLE
♦
SURVEY CONTROL
®
IRRIGATION VALVE
LIGHT POLE
®
YARD INLET GRATE
®
POST
APPROX. LOCATION OF UTILITY DESTINATION/ORIGIN UNKNOWN
HEDGE LINE
CHAINLIKE FENCE
CURB & GUTTER
UGE
UNDER GROUND ELECTRIC
UGU
UNKNOWN UNDERGROUND UTILITY
- ST ST ST ST -
STORM DRAIN PIPE
HORIZONTAL
GRAPHIC SCALE
30 0 15 30 80
( IN FEET )
1 inch = 30 &
Know what's below.
Call before you dig.
www.NC81l.org
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
WAKE COUNTY
PUBLIC SCHOOL SYSTEM
RALEIGH, NORTH CAROLINA
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OR PERMIT N
1 3/28/22 CPR NCDEQ COMMENTS
No. DATE BY Description
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
TGL
MARCH 2, 2022
EXISTING
CONDITIONS
PLAN
PROJECT NO. 50142643
C100
N.T.S.
NCDEQ
PROJECT NO: WAKE-2022-056