NCC232587_Site Plan or Location Map_20230831

1 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 TRACK REPLACEMENT NCBELS#F-0929
1425 CARNAGE DRIVE, RALEIGH, NORTH CAROLINA 27610
DEPARTMENT OF ENVIRONMENTAL QUALITY WAKE COUNTY
PUBLIC SCHOOL SYSTEM
RALEIGH,NOR 1,1 CAROLINA
EROSION CONTROL SUBMITTAL
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OWNER: \.4�R .r: � -
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\. w �^ ^ '^ Y♦ l, .,€ '�'� f 1 P J r � / '- PROJECT NO.:WAKE-2024-001
WAKE COUNTY PUBLIC SCHOOL SYSTEM I 1C 4, ' • _ ige ,3 . I .a '.. .,:' 7• r
LIFECYCLE AND FACILITIES ASSESSMENT ` "" H €
tr. r, ( r ;;,P r � SHEET INDEX
1551 ROCK QUARRY ROAD,BUILDING A,STE 100 "' '
RALEIGH,NORTH CAROLINA 27610 ,—_ ��,. — _ _ _ _ r�^ 7 r'
ii _�• P {'. s �I.F°N SHEET
I NO. TITLE
B CONTACT: I - 4` CS COVER CON
EET
C100 EXISISTINGG CONDITIONS PLAN
BILLY MASSENGILL,SENIOR PROJECT MANAGER LRCAECT C102 DEMOLITION PLAN
CARNAGE-�---� LOCATION - C102 TRACK LAYOUT PLAN
MIDDLE SCHOOL a C103 EROSION CONTROL PHASE 1 PLAN
P: [phone] I I C104 GRADING,DRAINAGE&EROSION CONTROL 1 7/17/23 CPR NCDEQ COMMENTS
[e-mail] e
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I I C105 (PHASE 2)PLAN
GRADING EXHIBIT N0 DATE BY Description
C501 CIVIL DETAILS&NOTES REVISIONS
I ---- . C502 CIVIL DETAILS
C503 CIVIL DETAILS TGL
-- C504 CIVIL DETAILS DRAWN BY
+ C505 CIVIL DETAILS CPR
ENGINEERING: ' ',( ;g' APPROVED BY
,. C506 CIVIL DETAILS
r "_ . y. Y C507 CIVIL DETAILS CHECKED BY RBR
CIVIL DETAILS
� t C509 CIVIL DETAILS DATE JUNE 22, 2023
i .:1( '-,',4_, "e2 1 8 -" C510 CIVIL NOTES&DETAILS
DEWBERRY ENGINEERS INC. ^% `,w'. .. ._^ C511 CIVIL NOTES TITLE
2610 WYCLIFF ROAD,SUITE 410
RALEIGH,NORTH CAROLINA 27607 Ai,
COVER
CONTACT: SHEET
A CHARLES P.RISTIMAKI,SENIOR PROJECT MANAGER -1- 11
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®
EXISTING LEGEND 1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY
...,I).',-• IF - -+-. + / DEWBERRY ENGINEERS INC.ON OCTOBER 27-28,2022.
art,
Y; a g/$g I] ELECTRIC BOX
> r ter. .'4':T a + SY POWER POLE 2. HORIZONTAL CONTROL(NAD83/2011)AND VERTICAL CONTROL
., SIGN Dewberry Engineers Inc.
WS°
(NAVD88)ESTABLISHED BY GPS OBSERVATIONS AND COMPUTED 2610 WYCLIFF ROAD
�'x.. CARNAGE MS TRACK ./ DRAIN INLET STANDARD USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE SUITE410
F-._ • FH a FIRE HYDRANT STATION SERVICE (VRS),YIELDING VALUES OF: PHONE: 27607
s . • ® STORM DRAIN MANHOLE PHONE:[phone]
.991.9938
ACCESS. #1 #2 NCBELS#F 0929
E N TO SITE ® SANITARY SEWER MANHOLE N:732383.912 N 732034.38
G ® YARD INLET GRATE
¢� N , E:EL:231.42 8.35 E::224.354
9.32
m - ® POST (REBAR
CONTROL (REBAR&CAP) (REBAR&
q'f. ,,,,:y,__ ''- PROPERTY LINE NOT SURve 3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND
OHE- OVERHEAD ELECTRIC
J - -UGW UNDERGROUND WATER LINE DISTANCES.PROJECT LOCALIZED ON POINT GPS#2.COMBINED GRID
, ; t., 1 ■ 5, FACTOR(GRID TO GROUND)EQUALS 1.00009359645423
! , i_L L�'� '- I N SS SANITARY SEWER PIPE
c CARNAGE MS Z -SD STORM DRAIN PIPE 4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED
BY OBSERVED EVIDENCE,LOCATION OF ABOVE GROUND UTILITY
- 0 0 o CHAIN LINK FENCE APPURTENANCES,AND UTILITY MARKINGS(PAINT,ETC.)PROVIDED BY
lik. CURB&GUTTER DEWBERRY.THESE MARKINGS WERE OBSERVED DURING THE 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 - RnLe1eo 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
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SURVEY CONTROL POINT 1 0 <
D (GPS#2);SEE SURVEY NOTE 2 JJ^ 0
W I - Z
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W 0 0
INV=220.09 M\I \. < J 1n Z
INV=224.05 _ °t$2 0
W/FES roF \ A. EL.. =224.35 4 _
U- g' HAIN LINK 225 NN O ,• * fY Q (3
N:9 WOODED / .RU9., / Q '
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DRIP LIN ' 6 6 0
\ �_ _ DRIP UNE ti BASKETBALL Ya ',
/ \ - - ,. GOAL(TYP.) _ I
- / �- .I� ' WOODED - GRASS �0 \�'6��9 N/ I SEAL
AIN LINK VI�- _ - 26 ASPHALT N� 2'Z �V
Z. GH _ 22> \ BASKETBALL gip/
/ fi \ \ COURT •0\ Q11� _
/ Z \\ / - \ \ 7225.76 ` }�,18"OAK S•`' l ,
�90
/ ` -228-90 _ \ CONC.SIDEWALK \\ INV=226.63 '-. 7226.37 \ fps ,
WOODED INV=228.16 - - WOODED - - - - - \ \ . \
\ / 1229� - - _ - - - - D" INE � -O 2 \ '°a. 4 .Q.
/ n - _ v -229- - 28 \ \ \�. `t' OAI�.,�v w'i�
_ 4'CHAITJ LINT(- /
230 \ ( e , ��1
/ p_ 230.11 .23 230.19 230.21 230.02 229.84 229.67 229.65 \ C �, TOP:224.95-\ , •
23039 0. DRIP urvE ASPHALT TRACK / / ASPHALT TRACK \ _ BASKETBALL TOP
SNUT, Q
23o.s3 411, .N 230 \ \ E' GOAL(TYP.) NO ACCESS • / 'S7
/ / P\tJ O K , 9 9J 229.87 229.63 22934 229.63 229.52 229.46 \ \ \ \ y2 / ` .J�
C G 0.16 _ - - - - - - - - - - - - - - - - - - 229.3\ 9.56 --,,,,T.' \
WOODED DRIP 6 230.t5 -229- - \ ( ' I,
/ \/ �_ -- _229- - - _ - - - - - - -- - - _ -228 _ \ �G .2 Y NNE \ \ OAK
/ WOODED 230.56 / INV=228.49 -229- - - \ \ _ - - - _ \ \.33^ \\ \ \ \ GRASS NNS \\
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RID LINE / \ \ \ N \ \ \� \ Q
,H _ _ -230 \ ,V=226.80\\\ \ NNE �\ `\N,F GJ
/ \. �P��� //- // I //- -230 \ GRASS FIELD \ \ \\ 229.54 \N \ N I 6 GNP1N
N
6 Iry�o�n / 31.3z1 // \ - - _ _ _ \��g \\ zz9.47 \\\ o SCALE:AS SHOWN
N / R 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 DO NOT USE FOR CONSTRUCTION
/ ( \ ee9\ \ \ \ 229.90 I INV OUT:219.3 _
----/
/ - - - _ GRASS FIELD \ \ \I I
_ _ / ® 229.53 I YOP:222.66 NCDEQ
/ I \ 231 / ® _ _ _ - \ \ I I CONCRETE PROJECT NO.:WAKE-2024-001
7.55 23V / 1 31 / _ \ \ I� JUNCTION BOX. NO
/ II 231.74 z .za I \ \ 23p \ ASPHALT I - ACCESS
N I N / \ (SHOTPUT) O
GRASS J 5 I ASPHALT \ \ Z \ ( ¢ I z I��
v� I ® \ N FIELD GOAL \ N 73 Q-
TOP:231.56 A I FIELD GOAL - &SOCCER NET / I Z ¢>/
Nti CONCRETE JUNCTION BOX, i \ \ x23t 57 &SOCCER NET
NO ACCESS _ \ \ Q 123l \\ \N / / I
-232- " 232 \ \ \ \ J
BLOCK I \ \ _ - - \ l \ / 29.s��o
B :ULDNe \ \231.73 N l N.
230.2, /
5
\ DRIP LINE \ \ \N GRASS FIELD /
\ ® \ \ ed\ \ / /
FLY 4 _ AS - - - / / i ` - - - GRASS FIELD \ 230�49 GRASS
w000eD�Q \ \ 232 \ / 7/17/23 CPR NCDEQ COMMENTS
\ \ 231.96 GRASS FIELD
235 N 2RSq\ GRASS \\ \ \ \A3 \ \ _ _ \ - - _ - \ / 1.10
Q o. Description
\ \ �\0q 2\ �3I / \ GRASS N REVISIONS
(KD D- CO \ \ 232.35 -\ 9 j
p \ �PPRD%.92N0 ASPHALT - - - fi - ASPHALT G GP / DRAWN BY TGL
\ \ PT LOCATION ) - - _ - 23063 ..4,-GRASS
\ \ > - - -231- -
\ �. r GRASS - - - - - - - GRA55 CPR
\ I, - ) z3z.13 232- GRASS - -, APPROVED BY
-
\� 5 YYYY Y32.16 z 14 /231.95 231.64 231.15 \ \
z3D.79 23o.n z29s•\� - CHECKED BY RBR
N 23 DRIP LIN ASPHALT TRACK ASPHALT
S WOODED\ N N 232.33 ASPHALT TRACK �� �N N JUNE 22, 2023
M 232.64 232.59 23 32.46 4' CHAIN LINK 231 35 \ RIP UN
�234\ N I -.s� - ' 6 9 3z99 2�.31.6s 1- DATE
\ / DRIP uNE 232.el V= CONC.SIDEWALK 4'CHAIN LINK GATE \ 231.46 2 .89 234 229.994 n229.57
3 TITLE
, 1 I O 4' CHAIN LINE S T� 4'1CHAIN LINKGATE 4'CHAIN LINK SIDEWALK
WOODED WOODED741
LEV=231.42 "
TOP: 233.11 WOODED TOP: 227.65
INV OUT: 230.43 INV OUT:222.71 EXISTING
I HORIZONTAL
A \ (GPSSUR EY CON
EE ROO POINT
T GRAPHIC SCALE CONDITIONS
. 0 14 30 00 PLAN
PROJECT NO. 501 58575
I (IN FEET)
I1 inch= 30 ft
C 1 0 0