NCC233322_Site Plan or Location Map_20231108

1 I 2 3 I 4 5
Dewberry®
WEATHERSTONE ELEMENTARY SCHOOL Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH,NC 27607
PHONE.[phone]
FAX:[phone]
E PLAYGROUND AREA IMPROVEMENTS NCBELS#F-0929
1000 OLDE WEATHERSTONE WAY, CARY, NC 27513
DEPARTMENT OF ENVIRONMENTAL QUALITY WAKE COUNTY
PUBLIC SCHOOL SYSTEM
CARY,NORTH CAROLINA
EROSION CONTROL SUBMITTAL
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OWNER: I/O NOT USE FOR COES'I'RUCTION
WAKE COUNTY PUBLIC SCHOOL SYSTEM SHEET INDEX
FACILITIES DESIGN&CONSTRUCTION
111 CORNING ROAD, STE 190 SHEETNO. TITLE
CARY, NORTH CAROLINA 27518 CS COVER SHEET
L100 EXISTING CONDITIONS PLAN
B L101 DEMOLITION PLAN
CONTACT:
L102 SITE LAYOUT PLAN
L103 LANDSCAPE PLAN
DAVID A.WAKEFORD, SENIOR PROJECT, P Rp. L104 EROSION CONTROL(PHASE I)PLAN
MANAGER J N MP,-,N RO L105 (PHASE IIII)DRAINAGE&EROSION CONTROL
/ L501 CIVIL DETAILS&NOTES P: [phone] No, DATE BY Description 1 / L503 CIVIL DETAILS REVISIONS
CIVIL DETAILS
wa e or wcpss.net ; L505 CIVIL DETAILS TGL
I / -1 L506 CIVIL NOTES&DETAILS DRAWN BY
1` a,u �P'. L507
ENGINEERING. PROJECT AREA ' :: CIVIL NOTES RBR
`J APPROVED BY
#/ : 0, T ,
CHECKED BY CPR
:j OLDE WEATHERSTONE t. i'M SEPTEMBER 26, 2023
DEWBERRY ENGINEERS, INC. WAY . - " DATE
2610 WYCLIFF ROAD, SUITE 410 I . y' -' k;. a `- - t TITLE
RALEIGH, NORTH CAROLINA 27607 • `'A 1 ^l
�I
L- COVER
CONTACT: SHEET
A CHARLES P. RISTIMAKI,SENIOR PROJECT
MANAGER VICINITY MAP
PROJECT NO. 50151 766
P: [phone] 1"=500'
F: [phone]
[e-mail] C S

1 I 2 I 3 I 4 I 5
TOPOGRAPHIC SURVEY NOTES: Dewberry®
1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY
DEWBERRY ENGINEERS INC.ON JULY 28-29,2022.
0 2. HORIZONTAL CONTROL(NAD83/2011)AND VERTICAL CONTROL(NAVDBS)
ESTABLISHED BY GPS OBSERVATIONS AND COMPUTED USING NORTH CAROLINA Dewberry Engineers Inc.
GEODETIC SURVEY VIRTUAL REFERENCE STATION SERVICE(VRS),YIELDING 2610 WYCLIFF ROAD
VALUES OF: SUITE 410
rtALEIGH,NC 27807
PHONE:[phone]
E y #1 #2 FAX:[phone]
�4, \ 7"POPLAR f. �1R 6"SPRUCE N:743428.720 N:743134.254 NCBELS#F-0929
4�2 O �s ��5 1F� E:2056483.541 E:2056316.061
4EL:39.458 EL:441.498
-:)4. \ -- ^ N
(ROD&CAP) (ROD&CAP)
8"TRI BIRCH
, \®3"BROAD LEAF
/ \ SURVEY CONTROL POINT 3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND DISTANCES.
'uo (GPS#1);SEE SURVEY NOTE 2 PROJECT LOCALIZED ON POINT#2.COMBINED GRID FACTOR(GRID TO GROUND)
V0 71'POP�R \ \\ EQUALS 1.00009918084843.
©2"TREE N 4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED BY
N OBSERVED EVIDENCE,LOCATION OF ABOVE GROUND UTILITY APPURTENANCES,
4"MAGNOLIA E N GRASS AND UTILITY MARKINGS(PAINT,ETC.)PROVIDED BY DEWBERRY.THESE"SPRUCE MARKINGS WERE OBSERVED DURING THE COURSE OF THIS SURVEY,WERE
90CN \ \\ \ FIELD LOCATED,ARE SHOWN FOR INFORMATIONAL PURPOSES,AND SHOULD BE WAKE COUNTY
_ _ _ \ FIELD VERIFIED IF CRITICAL.UNDERGROUND UTILITIES NOT SHOWN,MAY EXIST. PUBLIC SCHOOL SYSTEM
o qqp` \ \ STORM SEWER AND SANITARY SEWER DATA HAS BEEN COLLECTED FROM THE cnRv,NORTH CAROLINA
o
IMULCH .•PHALT BASS C,0 GRAVEL \ \ RIM OF THE MANHOLE WITHOUT ENTERING THE STRUCTURE.PIPE SIZES AND
s GOB \ GPS#1 \ TYPES SHOULD BE CONSIDERED APPROXIMATE AND BE FIELD VERIFIED IF
m,I - o-� S \ ELEV=439.46\ - SS CRITICAL.STRUCTURES LABELED"VAULT",IF ANY,INDICATE A SUBSTRUCTURE J if
MULCH m' I G' 3 q, \ \ \ WITH LIMITED VISUAL ACCESS AND INVERT INFORMATION. 0 awl '^
4 CLF F 0 \ I v,
1 1 t ' t,�INV=429.57 S \ a w O Q M
ll 1�, 4' CHAIN LINK F=CE N.
\ gppROx. LOCATION OF 6"DIP SEWER. 1 `v Z I ¢ to 'O
GREASE TRAP ' A -IALT •cai .� SS DRAWN NiOM UTILITY RECORDS\ 'w� O U L Za
TOP: 436.49 1�ae NV 42•.33 I \ QwI1 0w FOGREASE TRAP MULCH � —I— )`TOP:436.82It. ' Se~ -, 111,:ass-T. \ A I a •� 1 I (D Z C 2 O
cC
/ �/ 15. CP 'ST REfsI\ \I \ 1 'c . p \ 1 \ D LU w ¢
D TOP:433.41 ' R a I w
NV OUT: 430.23 /_`,j .I w I8 I I L.
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m , O �7SONCRETE// AAZ 'Isis`91 � I151 MAPLEw 1 I I111 I > � ® II Z��� L�.I Q G O U
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°/ W'"-. WII I III I I I I I I / \9�� I CONCRETE I II 6P- EXISTING LEGEND LLl 0_
� i °' �`�pl�a.,;,� (' I I I I I I \ \ BASKETBAL = �' ® AC UNIT
A ,_ ,�:117.^ \.�\ �I 1'I I I I I I I I / \ 1 COURT L �m I AIR BUSHRD SEAL
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/ / I H®P FH 6 FIRE HYDRANT
11 I' I I I ) M,A� SURVEY CONTROL
'�• I � \ sin"L� II I I I 11 I I -*,a LIGHT POLE
BEECH yip 437 l/JJ/ RIP I I 13 I I I tt I �_ �� / 0 / 07 TELEPHONE PEDESTAL
ICI I Vier IN1�4g0.5 1 / A.- ® SANITARY SEWER MANHOLE
/ �_ ii�td'J I I I VRTLE �7" La / i U
CONCT ------- IF \�`// J I I I
SIGN
❑ CLEAN OUT
&GUTTER / qq I �^ I ®` / I] FLARED END SECTION
24 CURB ASPHALT PP o- GgAST \ I `®
C ,,-.1i _ > OO VAULT
/q3s 1a �q 6 _ //// /p GRASS I 0 WV® WATER VALVE
3 J /
® POST
TOP: 434.54 \ /e
1 'MAAP/.EE Ip I a I / / 1 APPROX. LOCATION OF UTILITY ORIGIN/DESTINATION UNKNOWN
INV OUT: 431.31 , 7 / �/ TREE LINE
I)11". ` I I I / BUSH LINE
MULCH w I I I I Ij RIP RAP
q3 � c.1 / 1 / / I / / 0 WOODEN FENCE
1 / u pb2 CHAIN LINK FENCE
/ CURB&GUTTER
C. /6 J / SCALE:AS SHOWN
� ®WV o ) / / PROPERTY LINE(WAKE COUNTY GIS)
ASPHA� \Si / \ / / 7 ST ST STORM DRAIN PPIPE
�"�'143g.... ` O4,cy// / / UGE UNDERGROUND POWER — D FOR PERMC oN
—
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r. a tl /r GRAVEL /lf/�}� �,`_ ODD UNDERGROUND GAS
(� I . 'MAPLE / / p/ v
439 to I y / / ?
PROJECT AREA MULCH \ '^1 I / GP / „pie
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ELEV=44 0 /
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o 7 4 SURVEY CONTROL POINT
(GPS#2);SEE SURVEY NOTE T E 2
No. DATE E BY Description
WAY II I w / / / / REVISIONS
I / DRAWN BY TGL
WEATHERSTONE ELEMENTARY SCHOOL VICINITY MAP C V B M LTI/ I/ WOODED
SCALE:NTS w III ro NOR
\ C') / I I I APPROVED BY
J` / I e e GRAPHIC SCALE — CHECKED BY CPR
Q i 1 >o 0 15 8080\ - - - -- DATE SEPTEMBER 26, 2023
Y
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?� I l (iN FEET) TITLE
/ = =
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/ 1 inch= 30 ft. EXISTING
. i CONDITIONS
' PLAN
A
PROJECT NO. 50151766
L100