NCC232585_Site Plan or Location Map_20230907

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• Dewberry®
LEESVILLE ROAD HIGH SCHOOL Dewberry Engineers Inc.
STWYCOFF ROAD
SUIUITE 410
c.
RALEIGH,NC 27607
PHONE:[phone]
FAX:[phone]
E TRACK REPLACEMENT NCBELS#F-0929
8410 PRIDE WAY, RALEIGH, NORTH CAROLINA 27613
DEPARTMENT OF ENVIRONMENTAL QUALITY WAKE COUNTY
PUBLIC SCHOOL SYSTEM
EROSION CONTROL SUBMITTAL
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OWNER: — FOR PERMIT
WESTGATE r,o A
I DO NOT USE FOR CONSTRUCTION
WAKE COUNTY PUBLIC SCHOOL SYSTEM j $1111:0r -44LIFECYCLE AND FACILITIES ASSESSMENT a♦ II SHEET INDEX
1551 ROCK QUARRY ROAD, BUILDING A,STE 100 / -\@�RALEIGH, NORTH CAROLINA 27610 F I—= HGHSILLE CHOOOADI �� SHEET
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` U� I NO. TITLE
B N �� 4. CS COVER SHEET
CONTACT: �,■'. PROJECT IILELI1I*
C001 OVERALL/KEY PLAN
LOCATIONC100A EXISTING CONDITIONS PLAN
BILLY MASSENGILL,SENIOR PROJECT MANAGER �' 1 C100B EXISTING CONDITIONS PLAN
C101A DEMOLITION PLAN
P: [phone] W1)1 A. C101B DEMOLITION PLAN 1 3/28/22 CPR NCDEQ COMMENTS
[e-mail] \ 1 , S '� I ,� C102B TLAYOUTPLAN
CK TPLAN No. DATE BY Description
I �\ � � �,�.��. 41 C103 EROSION CONTROL(PHASE 1)PLAN REVISIONS
�� C104 GRADING,DRAINAGE&EROSION CONTROL
IA ' (PHASE 2)PLAN TGL
/d tar* `, , C105 GRADING EXHIBIT DRAWN BY
irik \��i� - c-' ,Air , C501 CIVIL DETAILS&NOTES CPR
ENGINEERING. - ,�,H
���' ��I ' C502CIVIL DETAILS — CPPROVED BY1 • / C503 CIVIL DETAILS CHECKED BY RBR
C504CIVIL DETAILS
C505 CIVIL DETAILS MARCH 2, 2022
C506CIVIL DETAILSDATEDEWBERRY ENGINEERS, INC. , �ELIT8,1
IC507 CIVIL DETAILS
2610 WYCLIFF ROAD,SUITE 410 C508CIVIL NOTES&DETAILSTITLE
C509 CIVIL NOTES
RALEIGH, NORTH CAROLINA 27607 COVER
CONTACT: ,;&+ `;�j�, SHEET
A CHARLES P. RISTIMAKI, SENIOR PROJECT MANAGER .�
P: [phone] ^ ( PROJECT NO. 50142642
F: [phone]
[e-mail] VICINITY MAP
1"=200' CC J NCDEQ
PROJECT NO:WAKE-2022-057

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.. O, TOPOGRAPHIC SURVEY NOTES: Dewberry®
Q
,, - - 1. THIS TOPOGRAPHIC SURVEY IS BASED ON A SURVEY PERFORMED BY
-.1'''' ,- I EX.DISCUS CAGE DEWBERRY ENGINEERS INC.ON SEPTEMBER 16-20,2021.
Q,`' + (SEE C-100B)
Y; LEESVILLE RD -
HIGH SCHOOL 2. HORIZONTAL CONTROL(NAD83/2011)AND VERTICAL CONTROL(NAVD88) DewberryEngineers Inc.
TRACK ESTABLISHED BY GPS OBSERVATIONS AND COMPUTED USING NORTH 9
CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE STATION 2610 WYCLIFF ROAD
I'. EX.SHOT PUT SERVICE RS,YIELDING VALUES OF:
SUITE 410
YC
.. �. (SEE C-100B) ) PHONE:RALEIG NC 2]807
PHONE:,919.881.9939
807
�11�, FAX:[phone]
. . gip( #1 #2 NCBELS#F-0929
E ,,., F _-_ N:779059.65 N:778527.35
. E:2084158.36 E:2084165.16
11 EL:445.53 EL:435.57
ACCESS.. �.'�� (REBAR&CAP) (REBAR&CAP)
TO SITE .r
� _- -- 1 . , 3. NORTH ARROW IS GRID NORTH AND ALL DISTANCES ARE GROUND
`• DISTANCES. PROJECT LOCALIZED ON POINT#1.COMBINED GRID
7 - FACTOR(GRID TO GROUND)EQUALS 1.00012144806701.
LEESVILLE RD HIGH SCHOOL
4. LOCATIONS OF UTILITIES SHOWN ON THIS SURVEY WERE DETERMINED
.1• BY OBSERVED EVIDENCE,LOCATION OF ABOVE GROUND UTILITY
I -' I I APPURTENANCES,AND UTILITY MARKINGS(PAINT,ETC.)PROVIDED BY
II f -I _ DEWBERRY.THESE MARKINGS WERE OBSERVED DURING THE COURSE WAKE COUNTY
:.- - r..Tr
- �''.- OF THIS SURVEY,WERE FIELD LOCATED,ARE SHOWN FOR
� - .� `I INFORMATIONAL PURPOSES,AND SHOULD BE FIELD VERIFIED IF - PUBLIC SCHOOL SYSTEM
- r i. It........,
4 CRITICAL.UNDERGROUND UTILITIES NOT SHOWN,MAY EXIST.STORM RnLeICR NORTH CAROLINA
�y� Ie- SEWER AND SANITARY SEWER DATA HAS BEEN COLLECTED FROM THE
�' _-aw*.►' _ 4 RIM OF THE MANHOLE WITHOUT ENTERING THE STRUCTURE.PIPE SIZES
a` - .t c, 'F,y, - AND TYPES SHOULD BE CONSIDERED APPROXIMATE AND BE FIELD Z
91- VERIFIED IF CRITICAL. W
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PO Z
PRIDE WAY - - _ - I O >
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LEESVILLE ROAD HIGH SCHOOL VICINITY MAP J U J 0 o
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/// BLOCK RET.WALL qq..,� Z
/ /// \ \ \4 \ q4B \ Hy i.NCE 2- \V CHAIN LIN W a,
1"(Pf`JE / \ \46 \ �`:.. -- - 0 - WOODED- - j7,7 y - g - W W
/ \ \4 \ - - _ 450 LANBSEAP ��450- Nd// 445 Q
/ ` \ 4q \\1 - =qg ' -- -449-CONCRETE_PAD - 7- J 1 U
2%��rEi� _ 44 \ _ aas- =445 . _ _ _a47 - - - - -�//i aa3== LEGEND
/ /// //�- \3\ - _ - - - 442 ` _ . - - -445 yy- //X WBBDE a40 O BOLLARD
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////, -,,, /'/-- ` 4g0F. - _ 0 �a-0 .3=�`\ •� _1 ., _ dA€TAL_Ter cHER43_ S ,, - -438_ -* BUSH
/ dd / / / - \ - _ _ '\ETet• - SURVEY CONTROL POINT o UTILITY HANDHOLE
SURVEY CONTROL POINT /// / /j/ // - - 43g_ _ - - I a.-1 ;�L-_ _ _ _ _ _449 - _ - _/A TOP: 434.50 GPS#1 SEE SURVEY NOTE 2 in A FLAG POLE
(GPS#1):SEE SURVEY NOTE 2 //// �/ /// / / _ - - - - _ - - - - - - -q37 r, YI°�- - 438- - - _ -436- INV OUT: 426.25 ( )'
�////// '1I� NI.' // 436- - E01 METAL BLEACHER _ �Tq -.AMP - SURVEY CONTROL SEAL
/// /// // // // - -Unc-U I I( , __ !-_ �y{-� aPEAX✓'R METAL BLEACHER ® IRRIGATION VALVE -
/ ' `V-ISTA 1 - - - �./ -J-"L l.!V W a C UGE STORAGE
/////// / // // / LIGHT 1 -436 :, SPEAKER I ,4 E� ^ 8•Ck LIGHT POLE
/d0.3/ /j/ /�/j j 3 1 / ` CONC.SIDEWALK (iE -E GRAVEL `�%l GRASS AI LINK GPS#2 WATER SPIGOT
// // / / N �F X X X EWAL X X E --FF✓✓ LEV=435.57
IpI4y(i� ® YARD INLET GRATE
GPS#1 d0.4j/ ////// //� X� -'�z3sea �aT- -�Ul]Lt.# "435.54 a3s.ss a3s.s" 0 CLEAN OUT
ELEV=445J5/ /�0.,3/ /�/j 3./ ,0C T'/t \
/ / / \(J x 435.3] x 435.32 x 435.28gSPHALT x 435.29 �' ® POST
/////j',. // j� // } ASPHALT \ -
g�TO�P: 456.10 / / /�/ j / / x435.34 /,n UGU UNKNOWN UNDERGROUND UTILITY
IN \: 448.30 /////j/d'�/ j� / �• VVL BOW- UNDERGROUND WATER LINE
//////// / //N'33/ / / P� 435.48 i - 6id 4i a34.92,435- _ _ '434.9t� y -UGE- UNDERGROUND POWER
Sj //�///� /j5� / /F�� a3a \ 0.4 WIDE CONC CURB 0.4 WIDE CONC CURB \T
// 3 � 24' F x a35.23 STORM DRAIN FIFE
\,S„R/// /// /// / 3/ / 2G+/ �% / ��ST ST SSA S� ST /grp / -s1-s1-s1 x x-
ST � //f�/ //d''' ' r x435.30 TOP: 433. 6 $T /\ 30 y\ FENCE
C �/ / / G / ST INV IN: 42.31 TOP: 433.80
/� "` / 36P. 30.3 I '9'S INV OUT: 25.21 INV IN: : 423.
434.96 TOP: 433.46 �- V OUT: 423.90 CP
h/ T/ 56 INV IN: 426. 1 \ POLE CHAIN
/dd /// I0 IN 427.43 / /� / ST -\ �- Sr a35.36 TREE LINE
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r////1`p% / ! OUT: z7�T (�j S 724 RCP/ ST INV o(rJ-a-2f.a1 434 S 4- ass VAULT .( /
� $T PIT
/I I x 435.22 \
na 435.55 d�
/ I I I I v I I I/q32// / x 435.35 PLAY \ 4 4.93
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/ J 433 /// } // Cl-6GK - - - - - - - - - - - - - - - - _ TOP: 434.03 �
/ / / 1 i / 434.97 ® CL INV: 421.85t
I I I I I 1 i / / i 436 _ PIPES*DEBR(S IN RECESD STRUCTURE, \ SCALE:AS SHOWN
I I 1 _GRASS 4,'?/ O BI ASPHALT // / NSA \ I v4 a \ 1
WOODED \1I ;/ o x 435.24
11
\ - 435.36 GRASS / / \ a \ - FOR PERMIT
\ X'35.fi2 x 435.00,' / \ = N DO NOT USE FOR CONSTRUCTION
I / ` - - -_-__- =- GRASS Q of 1 ASPHALT fi
\(3)FLAG, HppH+� ASPHALT - F2 ' a
\ POLES I� \ \ GRASS -437- - _Id -x 437.t2 - /2® N GRASS 3
X 33p
° �� \ / I N 43%.25 11'
4348:: M
\ 4350 \ / / 435.2•
I 35.63 435.28 \ \ \\ \ - ' ' ' _ /
NTAL
B \ \ \ �- - - - - - - - - - -a36- - - - - - O I- ,,, , 3. , '/� GRAPHIC SCALELOCK
TOP:433.34 / Q� 30 0 1s 00 s0
NV IN:428.J9 I
WOODED HOfB®X \ a35.0i\ TOP:a33.7\ 4 ' c>�
E01��1/ \ INV OUT: 428.29 x 435.10
INV M-- ___
435M
\E01 o xa3s.3a �\ g3g��$ -�4 ST - ( IN FEET) 1 3/28/22 CPR NCDEQ COMMENTS
v y \ ST �RCp 3S.- RC/ST - , 1 �/ 1 inch= 30 ft. No. DATE BY Description
q6 ¢ \ J T TOP. 433.63 TOP:43 T2 1 1 a3a.]e ♦i
3 --INV IN: 429.57 /
wo N \\ \ \ /pig $T INV IN: 430.58 \ _i -( ��\ / / REVISIONS
$T INV OUT: 430.48 --� / INV OUT: 429.57 S qs5
\ z' /" / �� sT sT 15 � ST sr `_ / x435.19 / / Know whaYsbelow. TGL
LANDSCAPED x 435.33 -- 0.'WIDE CONC CURB x� 0.4'WIDE CONC CURB J 811 CBI(before you(II DRAWN BY
Y 9•
\ \ 435.89 435.51 435.03 "435.04 434.87 434.85 -� 435.12 /K-- www.NC811.or CPR
-435 `_ ,. 9 APPROVED BY
- 1 \ x 425,68 ASPHALT x 435.32 x 435.27 ASPHALT //' 'C� CHECKED BY RBR
x 435.26 x 435.26 ASPHALT tee- / 0
1 11 -� 7'1 _ MARCH 2, 2022
1 GRASS x 3H10 reA i GRASS 435.37 . _, 435.46 GRASS V" DATE
435.51
\ SAND PIT ASPHALT x 435.45 ASPHALT ASPHALT x 435.42 1I TITLE
\(,Ly, I - y ASPHALT G'•'"ND,IT '3�
\ GATE E -GRASS e 0 4' CLF 0 )
\� �� 4'CLF 1.(� 6`AT (
I I� �� STA IUM UGE GATE
H CONCRETE 11
'�� LIGHTCONCRETE a35- VVE UGE G 4 CHAIN''NK b�'•
\ CONCRETE x 435.28 - CO
PAVERS x435.27 Fr n GRASS I I-\ Tal F"TZASSfa E--'
al q,'S� EXISTING
PAVERS p I.ZVERHANG\ - .„.I
►�� l ti GATE CONDITIONS
I .., \ l �Gi 434.45 L METAL BLEACHER
A LANDSCAPED I x
CONCRETE o - PLAN
,A AT.E+ U tt METAL BLEACHER METAL BLEACHER x434.11
6 IRON AT I GATES
RESTROOMS&CONCESSIONS GRASS
J I 6X IRON PROJECT NO. 50142642
OVERHANG
NCDEQ C 100A
PROJECT NO:WAKE-2022-057