NCC242016_Site Plan or Location Map_20240715

1 I 2 I 3 4 I 5
• Dewberry®
CARNAGE MAGNET MIDDLE SCHOOL Dewberry Engineers Inc.
2610 WYCDFF ROAD
SUITE 410
RALEIGH,NC 27607
PHONE:[phone]
FAX [phone]
E NCBELS#F-0929
--,,,,„
TRACK REPLACEMENT
1425 CARNAGE DRIVE, RALEIGH, NORTH CAROLINA 27610
DEPARTMENT OF ENVIRONMENTAL QUALITY WBKECoOUNMY
RALEIGH,NOR FI-1 CAROLINA
EROSION CONTROL SUBMITTAL
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OWNER: .- R I -
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\ _ M ^ t Y 4 l {'1 PROJECT NO.:WAKE-2024-001
WAKE COUNTY PUBLIC SCHOOL SYSTEM •;,4 - , 4'
LIFECYCLE AND FACILITIES ASSESSMENT .. ` -1, '-` " `4,• ��+°N
rr n;'r t ,4 , `.• ' :, + SHEET INDEX
1551 ROCK QUARRY ROAD,BUILDING A,STE 100 •
RALEIGH NORTH CAROLINA 27610 - ,—v �� •» '
P T+. = r' +I Ns SHEET
�+ P I— ksi— _ — NO. TITLE
B CONTACT: I '" '1'K,'. COVER SHEET
Cl.' EXISTING CONDITIONS PLAN
BILLY MASSENGILL,SENIOR PROJECT MANAGER LOCAL ION C102 DEMOLITION PLAN
CARNAGE—�---� �—LOCAL ION C103 TRACKLAYOUT PLAN
MIDDLE SCHOOL _a C103 EROSION CONTROL(PHASE 1)PLAN
P: [phone] I I C104 --DING,DRAINAGE&EROSION CONTROL 1 7/17/23 CPR NCDEQ COMMENTS
(PH 2)PLAN .
[e-mail] ea I C105 GRADING XHIBIT
No DATE BY Description
C501 CIVIL DETAI &NOTES REVISIONS
I ---- . C502 CIVIL DETAILS
C503 CIVIL DETAILS TGL
-- C504 CIVIL DETAILS DRAWN BY
� C505 CIVIL DETAILS CPR
ENGINEERING: ' 4;;ft �n - `•- APPROVED BY
,. C506 CIVIL DETAILS
C507 CIVIL DETAILS CIVIL DETAILS CHECKED BY RBR
$ � t C509 CIVIL DETAILS DATE JUNE 22, 2023
"e2 1 8 -" - C510 CIVIL NOTES&DETAILS
DEWBERRY ENGINEERS INC. ^% ` '. .. ._^ :.' '^ _ C511 CIVIL NOTES TITLE
2610 WYCLIFF ROAD,SUITE 410
RALEIGH,NORTH CAROLINA 27607 1'
COVER
CONTACT: SHEET
A CHARLES P.RISTIMAKI,SENIOR PROJECT MANAGER I
S'
P: [phone] PROJECT NO 50158575
F: [phone]
[e-mail] VICINITY MAP
NTS C S

1 I 2 I 3 I 4 I 5
TOPOGRAPHIC SURVEY NOTES: Dewberry®
I :r, ... N.I _ -- x EXISTING LEGEND 1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY
'�"� El ELECTRIC BOx DEWBERRY ENGINEERS INC.ON OCTOBER 27-28,2022.
1_, 11111r _ #, a' } ^+- • 0 POWER POLE 2. HORIZONTAL CONTROL(NAD83/2011)AND VERTICAL CONTROL
1 SIGN NAVD88 ESTABLISHED BY GPS OBSERVATIONS AND COMPUTED Dewberry Engineers Inc.
CARNAGE MS TRACK ( ) SUITE WYCLIFF ROAD
Ib e<a _ / •
m DRAIN INLET STANDARD USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE 410
FHA FIRE HYDRANT STATION SERVICE (VRS),YIELDING VALUES OF: RALEIGH,NC 27607
tom..-- PHONE:[phone]
�-4611 1 1 • ACCESS. ® STORM DRAIN MANHOLE FAX:[phone]
#1 #2 NCBELS#F 0929
E m - - - TO SITE e SANITARY SEWER MANHOLE N:732383.912 N 732034.38
FG[- Q �* ® YARD INLET GRATE E:2110638.35 E:2110919.32
' r/ r n A SURVEY CONTROL EL:231.42 EL:224.354
m - ® POST (REBAR&CAP) (REBAR&CAP)
•• \ PROPERTY LINE NOT SURVE`
ORE- OVERHEAD ELECTRIC 3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND
IIIIII
DISTANCES.PROJECT LOCALIZED ON POINT GPS#2.COMBINED GRID
L•
,1,. -UGW UNDERGROUND WATER LINE FACTOR(GRID TO GROUND)EQUALS 1.00009359645423
f L SS SANITARY SEWER PIPE
CARNAGE MS - -SD STORM DRAIN PIPE 4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED
o 0 o CHAIN LINK FENCE BY OBSERVED EVIDENCE,LOCATION OF ABOVE GROUND UTILITY
APPURTENANCES,AND UTILITY MARKINGS(PAINT,ETC.)CURB&GUTTER VIDED BY
DEWBERRY.THESE MARKINGS WERE OBSERVED DURING THOE COURSE WAKE COUNTY
TREE DRIP LINE
OF THIS SURVEY,WERE FIELD LOCATED,ARE SHOWN FOR PUBLIC SCHOOL SYSTEM
BRUSH LINE INFORMATIONAL PURPOSES,AND SHOULD BE FIELD VERIFIED IF - RnLe1cH,NORTH CAROLINA
CARNAGE MIDDLE SCHOOL VICINITY MAP CRITICAL.UNDERGROUND UTILITIES NOT SHOWN,MAY EXIST.STORM
N 1s. 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 Z
FIELD VERIFIED IF CRITICAL.STRUCTURES LABELED"VAULT",IF ANY, . J W c
INDICATE A SUBSTRUCTURE WITH LIMITED VISUAL ACCESS AND INVERT
INFORMATION. W O 2 N
Z W > z
W o KJ 1
SURVEY CONTROL POINT 1 0 <
D (GPS#2);SEE SURVEY NOTE 2 JJ^ O
W I - Z 2
_ CD W °`
cc
W 0 0
INV=220.09 M\I V. Q N Z
INV=224.05 _ °t$2 Q
W/FES roF � A. EL.. =224.35 4 _
U- g' HAIN LINK `225 NN O �. * cC Q Lf
N:9 WOODED / .RU9,, / Q U cc
_ �1� 2 Q
DRIP LIN ' 11, 0
\ `ee6 _ - - _I\ I 65.
t / / _I
\ �_ _ DRIP UNE ti BASKETBALL a Ya
/ \ _ ,. GOAL(TYP.) _ t I
_ / �- .I� ' WOODED - GRASS � -, \�'6��9 N/ I SEAL
AIN LINK Vim.-_ 26 ASPHALT NN 2'Z �V
Z. GH _ 22> \ BASKETBALL �o./ +
/ 6 \ \ COURT •-1p",� _
/ \\ / - \ \ 7225.76 1(y18"OAK •',� +
�O9W
/ \ -22B- _ \ CONC.SIDEWALK \\ INV=226.63 t-. 7226.37 \ \ fs ,
WOODED INV=228.16 - - WOODED _ _ _ _ - N \ \
\ / " 1229� D" wE _ -O 2 \ '°a. 4 .Q.
/ n ,.__ _, �v -229- - 28 \ \�. i�
_ 4'CHAITJ LINT(-
230 �t
/ p- 23.1, .23 230.21 230.02 229.84 229.67 229.65 \ \ C �, TOP:224.95-\ ,,•
230.39 u� DRIP uNED ASPHALT TRACK / / ASPHALT TRACK \ _ BASKETBALL WELDED 3HUT, Q
40 230.53 .N 230 \ \ +' GOAL(TYP.) NO ACCESS • 1Q- �t;7
/ / P\tJ O K , 9 97 229.87 229.63 -954 229.63 229.52 229.46 \ \\ \ \ y2 / a .J� I
C G 0.16 - - - - - 229.3= 9.56 \
WOODED DRIP 6 230.t5 -229- - \ \ ( EV /`
/ \� �-- _229- - - _ - - - - - - -- - - -228 _ \ �G .5Y NNE \ \04 OAK
/ WOODED 230.56 / INV=228.49 -229- - - \ \ _ _ _ \ \.33^ \\ \ \ \ GRASS NNS \\
`�I o. \
\ N \
RID LINE / \ \ N \ \ \� \ Q
,H _ _ -230 \ \ f�NV=226.80\\\ \ NNE �\ `\N,F GJ
/ \_ �P�)
�� /�- // //� -230 \ GRASS FIELD \ \ \\ 229.54 \N \ \ S 6 CNP\N
N
6 Iry�o�n / 31.3z1 // \ - - _ _ _ \��g \\ zz9.47 \\\ o SCALE AS SHOWN
N / N 230.61 \
DRIP \ \\ \ TOP:223.45
M \ \ \ INV our: 219.30t / TOP:223.05 FOR PERMIT
I INV IN: 219.40
GRASS N FULL OF DEBRIS INV IN: 219.65 00 NOT USE FOR CONSTRUCTION
/ ( 61,9\ \ \ \ 229.90 I INV OUT:219.3 _
----/
/ - - _ _ GRASS FIELD \ \ \I I
_ _ / ® 229.53 I TOP:222.66 NCDEQ
/ I \ 231 / ® _ _ _ - \ \ I I CONCRETE PROJECT NO.:WAKE-2024-001
7.55 23\ / 1 31 / - \ \ tV JUNCTION BOX. NO
/ II 23t.7a z .za I \ \ c'3p \ ASPHALT I - ACCESS
N 72 / - \ (sHOTPUT) l
GRASS J 5 I ASPHALT \ \ ® \ I ¢ I z /15
0 , I ® \ - N FIELI GAL \ N 40
TOP:231.56 < FIELD GOAL &SGCCE' ET / I Z ¢7/
CONCRETE JUNCTION BOX, i \ \ X23t 57 &SOCCER NET
NO ACCESS _ \ \ Q I -e3l\ \\ / / I I o
-232- 232 \ \ \
BLOCK I \ \ _ - - \ l \ / 29.s��o /
B . :UILDINe u \ \231.73 \ l \ 230.2W
ao \ I ti \ \ /// / / .Y
5
\ DRIP LINE \ \ \� \ GRASS FIELD /
\233� - _ ® \ \ ed\ I
FLY#4 _ AS - D - / / i ` - - - GRASS FIELD \ 230�49 GRASS
w000eO�Q \ \ 232 \ 1 7/17/23 CPR NCDEQ COMMENTS
\ \ 231.96 GRASS FIELD
235 \ 2RSq\ GRASS \\ \ N \A3 \ \ _ _ \ - - _ - \ / IMO
Q ENo Description
(� REVISIONS
�6�\ \� \CA\ \ u2.35 �� -\ �3j / / \ GR• N,q -Z
p \ �PPRD%.SAND ASPHALT - - - fi - ASPHALT - - - . - G GP / DRAWN BY TGL
\ \ PIT LOCATION ) - - _ - 230 fi3 yGRASS
\ \ > - - -231- -
\ �. r GRASS - _ GRASS CPR
\ D ,- _ ) 23z.13 232- GRA55 - APPROVED BY
- \� 232.21 32.35 Y Y Y Y Yy218 /z31.95 z31.s4 5 \ \
z39.79 23o.n z29s.\� - CHECKED BY RBR
DRIP LIN
WOODED\ N N 232.33 23 �, ASPHALT TRACK N ASPHALT N UUNE 22, 2023
\ S ASPHALT TRACK i^ of
\234 O N -_- 232.64 - 232.59 V=_ 23-_4232.46 32.09 4' CHAIN LINK y31.65 231.35 \ 2 .89 230. 229,RIP UN �
FJ DATE
/ DRIP uNE 232.n CONC.SIDEWALK 4'CHAIN LINK GATE 231.48 \ >� 994 CONC 229.57
TITLE
O O� 4' CHAIN LINK GATE 4'1CHAIN LINK- GATE 4'CHAIN LINK SIDEWALK
WOODED WOODED741
LEV=231.42 "
233.1
1 WOODED TOVP:O22?652.71 C_ \
VEXISTING
HORIZONTAL
A \ (GPSSUR EY CON
EE ROO POINT
2 GRAPHIC SCALE CONDITIONS
m 0 13 30 PLAN
PROJECT NO. 501 58575
I (IN FEET)
I1 inch= 30 ft
C 1 0 0