HomeMy WebLinkAboutNCC230818_MODIFICATION Supporting Documents_20231017 (4) SYMBOLS LEGEND
O EXISTING TRANSMISSION BOX ® EXISTING WOOD POST
'D., EXISTING UTILITY POLE EXISTING SIGN
EXISTING LIGHT POLE EXISTING HYDRANT
EXISTING SIGNAL POLE N EXISTING WATER VALVE
a P EXISTING GATE POST Q EXISTING WATER METER
-0 EXISTING GUY POLE Q EXISTING WATER MANHOLE
EXISTING TREE EXISTING STORM INLET
o EXISTING FENCE POST TRENCHLESS ENDPOINT
P EXISTING SIGN POST `J STRAW WATTLE(EC)
® INLET PROTECTION(EC)
O SILT FENCE OUTLET
LINE TYPE LEGEND
PROPOSED 12"MAIN
PROPOSED TWS ROW
PROPOSED ATWS
PROPOSED EASEMENT
PROPOSED ROAD CUT
LIMITS OF DISTURBANCE
COMPOST FILTER SOCK(18")
AAAAA�EROSION CONTROL BLANKET
ORANGE CONSTRUCTION FENCING
SILT FENCING
TIMBER MATTING
REGULATORY FLOODPLAIN
ZONE AE FLOODZONE
ENVIRONMENTAL BUFFERS
EXISTING PARCEL BOUNDARY
I I ra I-' I • (/ //I II I I \/\. ` - - -�� EXISTING ROW
-- - --- - - --+-- EXISTING EASEMENT MENT
EXISTING GUARD RAIL
270 P/ / / /•/ / / %. ��• — EXISTING TREE LINE
'� \ _� �• \ \ __ — — / / / /• / y t�I .� ^ EXISTING GAS LINE
-e + �: \ —� ■ \ EXISTING WATER LINE
272- - /// // /// // / ` � '. /-4{•..`� 7� /// \\ �\ 'i• EXISTING SANITARY SEWER
/ EXISTING UNDER GROUND ELECTRIC
3Q2 \ EXISTING UNDER GROUND DRAINAGE
V276 ` / / // ti / � y // \ EXISTING OVERHEAD UTILITY
EXISTING OVERHEAD ELECTRIC
� / / / / =+�q,� / � \ EXISTING COMMUNICATIONS LINE
278 / / ■ qr % \ EXISTING CL OF WATER
, / / / // / • \ EXISTING EDGE OF WATER
/ / / 302 / � .' EXISTING WETLAND
• //� — \\ ' _ 282 / / , / / ' • { � ��� \�1 EXISTING BUILDING
/ .: _ \ _�
' , /' / / r ' r / / ' — t \ \��— — ——— / 28 / / �' EXISTING EDGE OF PAVEMENT
/ _ - 284 \ * / • \ EXISTING GRAVEL
/ 288
/+ SILT FENCING (TYP) \ •J 19n-� � EXI,TINGCURB
r296
/ -
/ \ _ /
1 / /
0272 �' / / s f_ \\ i i/ / - 300 i�`\ Y' f• i * I // \\ ,� \•� Know what's below.
274 276 - _ \;
278 %14800 / O' f �.� `` //// / / // // // /i \\ m �1 •441 304 / / y \ `—— C211 before you dig.
282 0 'f NORTH AMERICAN GREEN C125BN _ .� / / \�
M 4 286 288 EROSION CONTROL BLANKET (TYP) \ _ �_ - - -/ / // // / �� .,� / \\\ DEVELOPER'S SIGNATURE BLOCK
O / �!- �/ Q r - DEVELOPER HEREBY APPROVES THIS LAYOUT FOR CONSTRUCTION. ANY
/ 'I 1, PROPOSED CHANGE AFFECTING THIS LAYOUT MUST BE REPORTED
292 IMMEDIATELY TO DOMINION ENERGY. ALL COSTS INCURRED IN CONNECTION
W I / / / — // � � Q } ?-- - WITH ANY REQUESTED CHANGE WILL BE BORNE BY DEVELOPER. CURRENT
I ((( ,—� `J�p /- ti DOMINION ENERGY UNDERGROUND POLICY AT THE TIME OF CONSTRUCTION
'� _ —— • _ WILL PREVAIL. "I HEREBY CERTIFY THAT I HAVE THE AUTHORITY TO APPROVE
_ THIS LAYOUT."
" I o o r LIMITS OFF _ -\
/ - - - i/ c �/ \ DISTURBANCE TYP �� , \\ ORIGINAL APPROVED BY
i o (TYP) .r
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17 1
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\ �\ ^ / Io / F� EX- 1 EX-2 EX- 3 EX-4
KWAy \ \ `\ +Z O CENTENNIAL PAR o SIZE:o It--
ENTRANCE 22 (TYP) 13 O 310 LJD:
W MATE RIAL:
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Q - I 18" COMPOSITE \ \\ \\ \ \\ # _��'" WALLSPEC•/SDR:
FILTER SOCK (TYP) - SUGGESTED CONCRETE �\ \- - So �� ` COATING:
WASHOUT AREA TYP \ O COATING:
\ \ \ \ (TYP) \ Q ���� 1 FOOTAGE:
\ \ \ TEST PRESS:
DSGN PRESS:
co
9*D0 SIZE: 12.75" 12.75" 12.75"
/ \ ►\ E� \ I / �(/ LJD: ERW ERW ERW
MATERIAL: STEEL STEEL STEEL
GRADE: X52 X52 X52
(� SPEC: AP15L AP15L AP15L
WALL/SDR: 0.188" 0.375" 0.375"
COATING: 14 MILS FBE14 MILS FBE14 MILS FBE
COATING: 10 MILS AR 0 MILS AR
FOOTAGE:
a TEST PRESS: 750 PSIG 750 PSIG 750 PSIG
DSGN PRESS: 500 PSIG 500 PSIG 500 PSIG
MAOP: 500 PSIG 500 PSIG 500 PSIG
10
a �+
NO. BY REVISION DATE NO. NTS W
N 1 ALL ISSUED FOR 90% 11/09/22 DATE:
T 11/4/22
0
2 ALL ISSUED FOR BID 12/05/22 DRAWN: CHECKED: APPROV:
oo 3 ALL ISSUED FOR PERMI 02/15/23 ALL EM MCJ
SHEET:
16 4 164 OF 189
p 5 PROJECT LOCATION:
3 WAKE COUNTY NC
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ISSUEDFOR PROJECT NAME
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HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. _ °50° ° PERMIT DRAWING TYPE:
c` EROSION CONTROL SHEET 501+00 TO 508+00
Y License Number F-0116 a 5 DATE: 09/29/2023
•.,NGINE6P,:
NgTHAN GPZ;` DIVISION/DISTRICT: PROJECT ID#: WORK ORDER#:
440 S. Church Street, Suite 1000, Charlotte, NC 28202,
//ulnnll"`
s 704.338.8700 1 NOT R S I B L E C C U R.
10330200-01 R-5-075
SYMBOLS LEGEND
O EXISTING TRANSMISSION BOX ® EXISTING WOOD POST
'D., EXISTING UTILITY POLE EXISTING SIGN
EXISTING LIGHT POLE EXISTING HYDRANT
EXISTING SIGNAL POLE N EXISTING WATER VALVE
a P EXISTING GATE POST Q EXISTING WATER METER
-0 EXISTING GUY POLE Q EXISTING WATER MANHOLE
EXISTING TREE EXISTING STORM INLET
o EXISTING FENCE POST TRENCHLESS ENDPOINT
P EXISTING SIGN POST `J STRAW WATTLE(EC)
® INLET PROTECTION(EC)
O SILT FENCE OUTLET
��aric
LINE TYPE LEGEND
PROPOSED 12"MAIN
PROPOSED TWS ROW
PROPOSED ATWS
PROPOSED EASEMENT
PROPOSED ROAD CUT
LIMITS OF DISTURBANCE
COMPOST FILTER SOCK(18")
AAAAA�EROSION CONTROL BLANKET
ORANGE CONSTRUCTION FENCING
SILT FENCING
TIMBER MATTING
REGULATORY FLOODPLAIN
ZONE AE FLOODZONE
ENVIRONMENTAL BUFFERS
EXISTING PARCEL BOUNDARY
EXISTING ROW
• \�K �� �� i/� / /- -� �\ -\ \ /. // EXISTING EASEMENT
EXISTING GUARD RAIL
298 - ---_- - --�� /' • 4 . �i' ��` y \ r \ r / EXISTING GAS LINE
i . aL EXISTING TREE LINE
/ i \� \\ \ \/ _ Z // / _ // EXISTING WATER LINE
S. \ r � // EXISTING SANITARY SEWER
■ 'r• f / / EXISTING UNDER GROUND ELECTRIC
-300— �� /i/ // 308 \ \ \ / / / // '1 _ EXISTING UNDER GROUND DRAINAGE
316 EXISTING OVERHEAD UTILITY
EXISTING OVERHEAD ELECTRIC
--- - ---- - -- - - - � - — � # ! _ --- ' �i� // — y=- -��� \\\ 30\ \\ �1�— / �• // / // • /// // E%TING COMMUNICATIONS LNE
/ �- 302----- -
�. — • / / ` \ / % / / - / / EXISTING CL OF WATER
i• / / \ �- ` / a / / _ 318 EXISTING EDGE OF WATER
• _ ` _ EXISTING BUILDING
/ T __ — —— ' _•_ + i /i \ \ \\�• / / / / / /- EXISTING WETLAND
/ ./�■ V , .� � • — 304 --� r/// ��/ �* 310� \ \ \\��J / "� / //� // EXISTING GRAVEL
i EXISTING EDGE OF PAVEMENT
E r - i F i t • / ,� / / EXISTING CURB
-306
/ - // / —— ■ _ __—-308 1R ��— — —— 7 a \\' 308- / — KnoC211abeforelyou dig.
• �• / `•�1 �' ' •r r - ,* _ a / —— DEVELOPER'S SIGNATURE BLOCK
- 7 _
.• 1 / !■� // a■" i '1 A "Wi-•Y ` tr rey — 312
� // / / I�rri DEVELOPER HEREBY APPROVES THIS LAYOUT FOR CONSTRUCTION. ANY
,a► � • ` •+ti _ ,� - _. t " ?- •—� - NORTH AMERICAN GREEN C125BN 314 r // � / // Olr PROPOSED CHANGE AFFECTING THIS LAYOUT MUST BE REPORTED
r �' / f • •� y �ti - / _ —Jkl&%•,� v / / /r IMMEDIATELY TO DOMINION ENERGY. ALL COSTS INCURRED IN CONNECTION
F •" /r7 ■` ` EROSION CONTROL BLANKET (TYP) r 316 / / 1 * WITH ANY REQUESTED CHANGE WILL BE BORNE BY DEVELOPER. CURRENT
to.r_ ! -� .r n ' .. r -�r�._ / f ��/• " / � .. —— DOMINION ENERGY UNDERGROUND POLICY AT THE TIME OF CONSTRUCTION
is ! 1 ~■ � / — y + ` 318 / / / Oil WILL PREVAIL. "I HEREBY CERTIFY THAT I HAVE THE AUTHORITY TO APPROVE
J /
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r \ ■ _—ram- - _ _ 320 /; / o
304 ;� _ . • + ! . _ - / _ ]i \ ^� •�`r - / / . ' O ��� • jr, ORIGINAL APPROVED BY (SIGNATURE)
�. �� r / + ♦ +� } ~• // �``_� —/ /T- p ` . ORIGINAL APPROVED BY
306 r, I ��� SILT FENCING (TYP) Y
'1 `* PRINT NAME
��- '• 1 ' •rb I I + /' • \ d TITLE DATE
308 •a / ('ice �. � l - s,� _
1 w s .n_- ♦ ! 1 .tyl , / 318 - -� r7r. .\ ^ .�t 1\ \ ADDRESS
/\yI
316 ADDRESS PH.#
1 310 a ' r y ' 312- r`314 y 513+00 514+00 CO
o I 512+00
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)) Ii,� 511+00 O
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. �, S10+00 `\ � SIZE:
Z CENTENNIAL PAR AY \ r- -- LJD:
,, • LO MATERIAL:
+00
FQ GRADE:
Aj- / SPEC:
WALL/SDR:
° _ o f • ��\ LIMITS OF
N 00 / \\ DISTURBANCE (TYP) ,/— J COATING:
v _
= FOOTAGE:
\X00
, \ / / ———— ——_ TEST PRESS:
co
O / I / / _ —— Q DSGN PRESS:
AO
-4
I' P -2 P - 3
SIZE: 12.75" 12.75" 12.75"
LJD: ERW ERW ERW
zAr
MATERIAL: STEEL STEEL STEEL
J ' GRADE: X52 X52 X52
SPEC: AP15L AP15L AP15L
V WALL/SDR: 0.188" 0.375" 0.375"
~Q COATING: 14 MILS FBE14 MILS FBE14 MILS FBE
COATING: 10 MILS AR 0 MILS AR
FOOTAGE:
a TEST PRESS: 750 PSIG 750 PSIG 750 PSIG
DSGN PRESS: 500 PSIG 500 PSIG 500 PSIG
MAOP: 500 PSIG 500 PSIG 500 PSIG
a �+
r NO. BY REVISION DATE SCALE: NTS
N 1 ALL ISSUED FOR 90% 11/09/22 DATE:
T 11/4/22
0
2 ALL ISSUED FOR BID 12/05/22 DRAWN: CHECKED: APPROV:
oo 3 ALL ISSUED FOR PERMI 02/15/23 ALL EM MCJ
SHEET:
4 165 OF 189
p 5 PROJECT LOCATION:
3 WAKE COUNTY NC
'0 6 GIS MAP PAGE#:
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.`�ZN CAROB10
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ISSUEDFOR PROJECT NAME
Ste` •` CARDINAL TO NC STATE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. _ °50° ° PERMIT DRAWING TYPE:
c` EROSION CONTROL SHEET 508+00 TO 515+00
Y License Number F-0116 NGINE6P
a 5 DATE: 09/29/2023
•., ,:
NgTHAN GPZ;` DIVISION/DISTRICT: PROJECT ID#: WORK ORDER#:
440 S. Church Street, Suite 1000, Charlotte, NC 28202,
//ulnnll"`
s 704.338.8700 1 NOT R S I B L E C C U R.
10330200-01 R-5-076
SYMBOLS LEGEND
O EXISTING TRANSMISSION BOX ® EXISTING WOOD POST
'10- EXISTING UTILITY POLE EXISTING SIGN
EXISTING LIGHT POLE EXISTING HYDRANT
EXISTING SIGNAL POLE N EXISTING WATER VALVE
a P EXISTING GATE POST Q EXISTING WATER METER
-0 EXISTING GUY POLE Q EXISTING WATER MANHOLE
EXISTING TREE EXISTING STORM INLET
o EXISTING FENCE POST TRENCHLESS ENDPOINT
P EXISTING SIGN POST `J STRAW WATTLE(EC)
® INLET PROTECTION(EC)
O SILT FENCE OUTLET
�cxaa�
LINE TYPE LEGEND
PROPOSED 12"MAIN
PROPOSED TWS ROW
PROPOSED ATWS
PROPOSED EASEMENT
PROPOSED ROAD CUT
LIMITS OF DISTURBANCE
COMPOST FILTER SOCK(18")
AAAAA�EROSION CONTROL BLANKET
ORANGE CONSTRUCTION FENCING
SILT FENCING
TIMBER MATTING
REGULATORY FLOODPLAIN
ZONE AE FLOODZONE
ENVIRONMENTAL BUFFERS
EXISTING PARCEL BOUNDARY
EXISTING ROW
—EXISTING EASEMENT
�_ • •• T—-�_ \ =1. �+( +may — EXISTING GUARD RAIL
/ x ••/ •� ..� - _ / — � �''—� f��'e ^J!r: '� r� _ i EXISTING TREE LINE
EXISTING GAS LINE
14/ _ r - • •• •• • — —_ � i EXISTING WATER LINE
EXISTING SANITARY SEWER
IN, 314 312 •• // � �_ may / EXISTING UNDER GROUND ELECTRIC
- �,� 314 - i EXISTING OVERHEAD UTILITY
EXISTING UNDER GROUND DRAINAGE
/ 318 / `' _ 1 • - EXISTING OVERHEAD ELECTRIC
�+ 316 - - - i • EXISTING COMMUNICATIONS LINE
' SILT FENCING (TYP) �.� .
/ /' 320' // •• R••. •. 318 �� i - - - ---- - — •• ' 4 EXISTING CL OF WATER
i � � •• EXISTING EDGE OF WATER
EXISTING WETLAND
-- / 322 • EXISTING BUILDING
320 3�330 EXISTING GRAVEL
324 EXISTING EDGE OF PAVEMENT
_ . / i/ / —_ \ '� _ ��\ ` �— / •• 326 EXISTING CURB
324 � ���-� -- - _�s - '�'. � �-�� �� _ •
328 •• 332. •
�� ��• 324 - - -_- - +•-#� •• - 332 ►�
i -- �� •• O
/ / �� - _ __- �/ 330 •• • � _
326 / — � � / / • Know what's below.
- • - �� - \— 326 \ -�� .- r t r V v �. � / ! 332 334 ' - •' C211 before you dig.
— — — — —_ I ———— — — DEVELOPER'S SIGNATURE BLOCK
/ o -328 ---- - --- -' / 334- o�
336 — DEVELOPER HEREBY APPROVES THIS LAYOUT FOR CONSTRUCTION. ANY
C'M i PROPOSED CHANGE AFFECTING THIS LAYOUT MUST BE REPORTED
X C �( ���y / _ - M IMMEDIATELY TO DOMINION ENERGY. ALL COSTS INCURRED IN CONNECTION
O �.�n .' � `ETC' v l v `�' ,` v " _ WITH ANY REQUESTED CHANGE WILL BE BORNE BY DEVELOPER. CURRENT
6 -�z n _�' ti ,� -338 DOMINION ENERGY UNDERGROUND POLICY AT THE TIME OF CONSTRUCTION
O �� i " '�. Y / C WILL PREVAIL. "I HEREBY CERTIFY THAT I HAVE THE AUTHORITY TO APPROVE
N • �-�� �" " / z THIS LAYOUT."
CD r L
519+00
co ' `' �� /! ~ - �� " 0 ORIGINAL APPROVED BY
CD ,��� 518+00 520 I (SIGNATURE)
517+00 521+00
O �`� LLJ ORIGINAL APPROVED BY
LIJ X 7� (PRINT NAME)
- - CO
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516+00 - I
/ p CENTENNIAL PARKWAY 522 TITLE DATE
#I
cADDRESS
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ADDRESS PH.#
to
�. + ^ A Q \ a- PIPE SUMMARY
—� EX- 1 EX-2 EX- 3 EX-4
co
W �— SIZE:
LJD:
MATERIAL:
N _ LIMITS OF _ I = � GRADE:
NORTH AMERICAN GREEN C125BN
? - EROSION CONTROL BLANKET TYP DISTURBANCE (TYP) / _ SPEC:
( Q WALL/SDR:
COATING:
COATING:
�-
'/ FOOTAGE:
I TEST PRESS:
\ DSGN PRESS:
MAOP:
I
I' - P -2 P - 3
SIZE: 12.75" 12.75" 12.75"
LJD: ERW ERW ERW
+�f \ MATERIAL: STEEL STEEL STEEL
GRADE: X52 X52 X52
SPEC: AP15L AP15L AP15L
WALL/SDR: 0.188" 0.375" 0.375"
COATING: 14 MILS FBE14 MILS FBE14 MILS FBE
COATING: 10 MILS AR 0 MILS AR
FOOTAGE:
a TEST PRESS: 750 PSIG 750 PSIG 750 PSIG
DSGN PRESS: 500 PSIG 500 PSIG 500 PSIG
MAOP: 500 PSIG 500 PSIG 500 PSIG
a �+
NO. BY REVISION DATE SCALE: NTS
N 1 ALL ISSUED FOR 90% 11/09/22 DATE:
T 11/4/22
0
2 ALL ISSUED FOR BID 12/05/22 DRAWN: CHECKED: APPROV:
oo 3 ALL ISSUED FOR PERMI 02/15/23 ALL EM MCJ
SHEET:
4 166 OF 189
p 5 PROJECT LOCATION:
3 WAKE COUNTY NC
'0 6 GIS MAP PAGE#:
W
Ir COST CENTER#
U)I
H
W
LU
9 2
0 30' 0 30' 60'
W
CD
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Off•'FEss/oN</�o
ISSUEDFOR PROJECT NAME
Ste" CARDINAL TO NC STATE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. _ °50° ° PERMIT DRAWING TYPE:
c- EROSION CONTROL SHEET 515+00 TO 522+00
Y License Number F-0116 a 5 DATE: 09/29/2023
•.,NGINE6P•:
NgTHA..GPZ;` DIVISION/DISTRICT: PROJECT ID#: WORK ORDER#:
440 S. Church Street, Suite 1000, Charlotte, NC 28202,
//ulnnll"`
s 704.338.8700 1 NOT R S I B L E C C U R.
10330200-01 R-5-077
SYMBOLS LEGEND
O EXISTING TRANSMISSION BOX ® EXISTING WOOD POST
'D., EXISTING UTILITY POLE EXISTING SIGN
EXISTING LIGHT POLE EXISTING HYDRANT
EXISTING SIGNAL POLE N EXISTING WATER VALVE
a P EXISTING GATE POST Q EXISTING WATER METER
-0 EXISTING GUY POLE Q EXISTING WATER MANHOLE
EXISTING TREE EXISTING STORM INLET
o EXISTING FENCE POST TRENCHLESS ENDPOINT
P EXISTING SIGN POST `J STRAW WATTLE(EC)
® INLET PROTECTION(EC)
O SILT FENCE OUTLET
LINE TYPE LEGEND
PROPOSED 12"MAIN
PROPOSED TWS ROW
PROPOSED ATWS
PROPOSED EASEMENT
PROPOSED ROAD CUT
LIMITS OF DISTURBANCE
COMPOST FILTER SOCK(18")
AAAAA�EROSION CONTROL BLANKET
ORANGE CONSTRUCTION FENCING
SILT FENCING
TIMBER MATTING
REGULATORY FLOODPLAIN
ZONE AE FLOODZONE
ENVIRONMENTAL BUFFERS
EXISTING PARCEL BOUNDARY
EXISTING ROW
—EXISTING EASEMENT
EXISTING GUARD RAIL
EXISTING TREE LINE
EXISTING GAS LINE
EXISTING WATER LINE
——— —r EXISTING SANITARY SEWER
— EXISTING UNDER GROUND ELECTRIC
••
330 EXISTING UNDER GROUND DRAINAGE
�. _ ,. •• ��� .• 330 — \ \ EXISTING OVERHEAD UTILITY
EXISTING OVERHEAD ELECTRIC
EXISTING COMMUNICATIONS LINE
— 332 EXISTING CL OF WATER
_— _ ———— -- EXISTING EDGE OF WATER
0 — —' \ EXISTING WETLAND
3�330 •• e e , 334- \ \ EXISTING BUILDING
• • EXISTING GRAVEL
332 • — — _ \ \\\ \\ \ EXISTING CURB OF PAVEMENT
ti � �� • •• •• ee 336 � �_ —_ � \\ ��� \\ ; \� �
334
� 336 •e e e •• _ o � \ \ �.� _
• • 338 u / / \ \ \\ \ \� Know what's below.
• •• • �' Call before you dig.
p 338 •e 'e •e / e� _- \ \ \ \\ \
_ o - - - 340 O ,\\\ \ \ \ \ DEVELOPER'S SIGNATURE BLOCK
_ \ \
p \ \ \ \ \ \ DEVELOPER HEREBY APPROVES THIS LAYOUT FOR CONSTRUCTION. ANY
p 340 - '7 — 34 pp \ \ \ \ \ \ PROPOSED CHANGE AFFECTING THIS LAYOUT MUST BE REPORTED
I i M = y Y M \ \ \ IMMEDIATELY TO DOMINION ENERGY. ALL COSTS INCURRED IN CONNECTION
CY)— - / j \ \ \ \ WITH ANY REQUESTED CHANGE WILL BE BORNE BY DEVELOPER. CURRENT
p 342
� � �f �-- L1J \ \ \ \ � WILL PREVAIL. HEREBY CERT
IFY FY THAT IC HAVE THE AUTHORITY TO APPROVE
THE
/.338' pz L / � - SILT FENCING (TYP) ►__- �'�� f' o _ \ \ \ \ \ THIS LAYOUT."
344 O Z \ \
338 _ — _ 344" \ \ ORIGINAL APPROVED BY
I \• \ (SIGNATURE)
346
a \\1 m \ \ \ ORIGINAL APPROVED BY
521+00 w W/
w 0 - 'k \ ■i\ (PRINT NAME)
522+0 -- w
t ��C �— co ` \ \\ �\ \ TITLE DATE
523+00
/
O .�T� t '— / T\ _� • i O /\\ \\ -\\ ADDRESS
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- 524+00 X \y
(� \ ti�� ��\� Y �� �`��' v _ f kO� N \ ti\ ADDRESS PH.#
• '
LID 1 � 529+00
1 525+00
--
5 _
Q Q PIPE SUMMARY
s � � / s n F- . -` EX- 1 EX-2 EX- 3 EX-4
�0 U11 ® SIZE:
526k l® 527+00 W— _� LJD:
MATERIAL:
CENTENNIAL�AKWAy
TR C ' GRADE:
1 SPEC:
1 2
—� U ---- --- LIMITS OF ,- 1* U WALL/SDR:
a __ DISTURBANCE (TYP) fi COATING:
NORTH AMERICAN GREEN C125BN COATING:
- EROSION CONTROL BLANKET (TYP) FOOTAGE:
TEST PRESS:
' DSGN PRESS:
MAOP:
I' - P -2 P - 3
SIZE: 12.75" 12.75" 12.75"
LJD: ERW ERW ERW
MATERIAL: STEEL STEEL STEEL
GRADE: X52 X52 X52
SPEC: AP15L AP15L AP15L
WALL/SDR: 0.188" 0.375" 0.375"
COATING: 14 MILS FBE14 MILS FBE14 MILS FBE
COATING: 10 MILS AR 0 MILS AR
FOOTAGE:
a TEST PRESS: 750 PSIG 750 PSIG 750 PSIG
DSGN PRESS: 500 PSIG 500 PSIG 500 PSIG
MAOP: 500 PSIG 1500 PSIG 1500 PSIG
a �+
r NO. BY REVISION DATE SCALE: NTS O
N 1 ALL ISSUED FOR 90% 11/09/22 DATE:
T 11/4/22
0
2 ALL ISSUED FOR BID 12/05/22 DRAWN: CHECKED: APPROV:
oo 3 ALL ISSUED FOR PERMI 02/15/23 ALL EM MCJ
SHEET:
06 41 167 OF 189
p 5 PROJECT LOCATION:
3 WAKE COUNTY NC
'0 6 GIS MAP PAGE#:
W
Ir COST CENTER#
U)I
H
W
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ISSUEDFOR PROJECT NAME
Ste" CARDINAL TO NC STATE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. _ °50° ° PERMIT DRAWING TYPE:
c` EROSION CONTROL SHEET 522+00 TO 529+00
Y License Number F-0116 a 5 DATE: 09/29/2023
NgTHA..GPZ;` DIVISION/DISTRICT: PROJECT ID#: WORK ORDER#:
440 S. Church Street, Suite 1000, Charlotte, NC 28202,
'//ulnnll"`
s 704.338.8700 1 NOT R S I B L E C C U R.
10330200-01 R-5-078
SYMBOLS LEGEND
O EXISTING TRANSMISSION BOX ® EXISTING WOOD POST
'10- EXISTING UTILITY POLE EXISTING SIGN
EXISTING LIGHT POLE EXISTING HYDRANT
EXISTING SIGNAL POLE N EXISTING WATER VALVE
a P EXISTING GATE POST Q EXISTING WATER METER
-0 EXISTING GUY POLE Q EXISTING WATER MANHOLE
EXISTING TREE EXISTING STORM INLET
o EXISTING FENCE POST TRENCHLESS ENDPOINT
P EXISTING SIGN POST `J STRAW WATTLE(EC)
® INLET PROTECTION(EC)
O SILT FENCE OUTLET
LINE TYPE LEGEND
PROPOSED 12"MAIN
PROPOSED TWS ROW
PROPOSED ATWS
PROPOSED EASEMENT
PROPOSED ROAD CUT
LIMITS OF DISTURBANCE
COMPOST FILTER SOCK(18")
AAAAA�EROSION CONTROL BLANKET
ORANGE CONSTRUCTION FENCING
SILT FENCING
TIMBER MATTING
REGULATORY FLOODPLAIN
ZONE AE FLOODZONE
ENVIRONMENTAL BUFFERS
EXISTING PARCEL BOUNDARY
EXISTING ROW
—EXISTING EASEMENT
rY � ' ' r � e\�_ �r / ��- EXISTING TREE LINE
d V� �� , 6) \ \ M \ r \ / , ti . \ I EXISTING GAS LINE
\ \ ► \ �� r ` >y�l \ I \ EXISTING WATER LINE
'N \ r r\ \ ' �� __ a \ \ \ \ ` EXISTING SANITARY SEWER
1L IN,\ • •• R ^��� ' ER GROUND ELECTRIC
ter •'�"' -4 ��'�� r r �' �\ \\ \\ \�� / ti �' \\ /// I \ EXISTING UNDER GROUND DRAINAGE
330 'i . - tea— ' 4, + - \ \ \ \ \ \ EXISTING OVERHEAD UTILITY
�-——— - \ t \ war 1• * \ \ \ EXISTING OVERHEAD ELECTRIC
t • ' \ s r \ \ \ \ \ - •4 \ EXISTING COMMUNICATIONS LINE
330 / \\ + \—\ �. — — i +\ - \ i\\ \ - •• \ \ EXISTING CL OF WATER
/ _ —�` J / s• \ 1 AGE_ \ \ Z\ `\ `\ r�. \ \ EXISTING EDGE OF WATER
ddl332 // — ♦ \\ �\ \. r t i\- :�\ 7► .� �.\ EXISTING WETLAND
\ r EXISTING BUILDING
UNNAMED STREAM �c► , .� \ \ . y _ - •• - . ; _ ;-� . j 356, EXISTING GRAVEL
Tr .f•! \ •. , , \ - \ - i • �, '� EXISTING EDGE
OF PAVEMENT
�
14 TO WALNUT �� - _ �•�. ,► - . ' . �.\ t r _,� \ CURB
332_ _ CREEK /''�" . - C . >r .� ` `\ \ ,:."��-�`
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y 350 / 1
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/ / ✓ // - 00 \ \ \ \ \ f J -334 -; k �i r� _// • - ' . /+ r_� / r • - !.Y'T / _
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.t - 348 ~ - DEVELOPER HEREBY APPROVES THIS LAYOUT FOR CONSTRUCTION. ANY
LO
�336 ,/ + a _ • / T /f - / , / J / // • /r� i 'i PROPOSED CHANGE AFFECTING THIS LAYOUT MUST BE REPORTED
/ / / \ \ \ \ — // � /% + }�t r /; J / + % / ' / ` //� • N / IMMEDIATELY TO DOMINION ENERGY. ALL COSTS INCURRED IN CONNECTION
O \ \ \ \ -•�'r + -• / ��+ r / / >. / ' O WITH ANY REQUESTED CHANGE WILL BE BORNE BY DEVELOPER. CURRENT
�'W \ \ \ * 338 'r r // ,(� -r' i ' / + i a + �. M ,r �` DOMINION ENERGY UNDERGROUND POLICY AT THE TIME OF CONSTRUCTION
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c7 342 : �/ Y * ORIGINAL APPROVED BY
/ O \ \ \\ _ •• , • ,� �j/ (SIGNATURE)
k 111 0 0+50
— i �, ` / ' '` ORIGINAL APPROVED BY
1+50 m 1+00 \ Z \ \ \ — — —— 'I i r *. - �- + —=~ - - *: 350— — —— Q (PRINT NAME)
! 346 — —•:r— ■Il +tf� - / 4 TITLE DATE
LU
7 •
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- W �/ - ---LIJ ; 53 O
— ' � / - - 0 ADDRESS PH.#
00 4 — a / +
O \ \ ' a4 352_— ____ -- � ' `�� �// / (9
DO ® O \` i - - -— _ �,00 , / PIPE SUMMARY
Q EX- 1 EX-2 EX- 3 EX-4
N 354
LID ' �. —, �'._," __
�. -C c 5 4 ( ' v��' IJ 1
/ 0 531+00 532+00 533+00 MATERIAL:
\� 530+0 z GRADE:
LIJJ SPEC:
Z ' ® / / - V WALL/SDR:
COATING:
T ' /� `\\ CENTENNIAL PARKWAY LIMITS OF / / COATING:
NORTH AMERICAN GREEN C125BN DISTURBANCE (TYP) / _ //
FOOTAGE:
TEST PRESS:
/ Q / • DSGN PRESS:
EROSION CONTROL BLANKET (TYP)
• MAOP:
/ / / • I' P -2 P - 3
/ SIZE: 12.75" 12.75" 12.75"
LJD: ERW ERW ERW
/ • �� MATERIAL: STEEL STEEL STEEL
GRADE: X52 X52 X52
SPEC: AP15L AP15L AP15L
WALL/SDR: 0.188" 0.375" 0.375"
COATING: 14 MILS FBE14 MILS FBE14 MILS FBE
COATING: 0 MILS AR 0 MILS AR
FOOTAGE:
a TEST PRESS: 750 PSIG 750 PSIG 750 PSIG
DSGN PRESS: 500 PSIG 500 PSIG 500 PSIG
MAOP: 500 PSIG 500 PSIG 500 PSIG
a �+
NO. BY REVISION DATE SCALE: NTS O
N 1 ALL ISSUED FOR 90% 11/09/22 DATE:
T 11/4/22
0
2 ALL ISSUED FOR BID 12/05/22 DRAWN: CHECKED: APPROV:
oo 3 ALL ISSUED FOR PERMI 02/15/23 ALL EM MCJ
SHEET:
cr� 4 168 OF 189
p 5 PROJECT LOCATION:
3 WAKE COUNTY NC
'0 6 GIS MAP PAGE#:
W
Ir COST CENTER#
01
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ISSUEDFOR PROJECT NAME
Ste" CARDINAL TO NC STATE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. _ °50° ° PERMIT DRAWING TYPE:
' c- EROSION CONTROL SHEET 529+00 TO 536+00
Y License Number F-0116 a 5 DATE: 09/29/2023
•.,NGINE6P•:
Ngi4AN GPZ;` DIVISION/DISTRICT: PROJECT ID#: WORK ORDER#:
440 S. Church Street, Suite 1000, Charlotte, NC 28202,
//ulnnll"`
s 704.338.8700 1 NOT R S I B L E C C U R.
10330200-01 R-5-079
SYMBOLS LEGEND
O EXISTING TRANSMISSION BOX ® EXISTING WOOD POST
'D., EXISTING UTILITY POLE EXISTING SIGN
EXISTING LIGHT POLE EXISTING HYDRANT
EXISTING SIGNAL POLE N EXISTING WATER VALVE
a P EXISTING GATE POST Q EXISTING WATER METER
-0 EXISTING GUY POLE Q EXISTING WATER MANHOLE
EXISTING TREE EXISTING STORM INLET
o EXISTING FENCE POST TRENCHLESS ENDPOINT
P EXISTING SIGN POST `J STRAW WATTLE(EC)
® INLET PROTECTION(EC)
O SILT FENCE OUTLET
�rec�R.
LINE TYPE LEGEND
PROPOSED 12"MAIN
PROPOSED TWS ROW
PROPOSED ATWS
PROPOSED EASEMENT
PROPOSED ROAD CUT
LIMITS OF DISTURBANCE
COMPOST FILTER SOCK(18")
AAAAA�EROSION CONTROL BLANKET
ORANGE CONSTRUCTION FENCING
SILT FENCING
TIMBER MATTING
REGULATORY FLOODPLAIN
ZONE AE FLOODZONE
ENVIRONMENTAL BUFFERS
EXISTING PARCEL BOUNDARY
EXISTING ROW
r• /' - I • I � I i�� EXISTING GUA NG EASEMENT D RAIL
, # EXISTING WillfI I t� �. EXSTNG TREE LINE
• / ; I / � • � ■ " � _ �� � i ' � I I r Syr• EXSTNG GAS LINE
• - \ I �� I 1, EXISTING WATER LINE
EXISTING SANITARY SEWER
/ .+ ,.. •• EXISTING UNDER GROUND ELECTRIC
• �r - \ \ *, • • • •• ti• �" -' ` EXISTING UNDER GROUND DRAINAGE
EXISTING OVERHEAD UTILITY
EXISTING OVERHEAD ELECTRIC
"ro•� / / I \ -� I �r I WPM EXISTING COMMUNICATIONS LINE
•J — / / I R \ Aqk EXISTING
EXSTNG CL OF WATER
r
_ `1 . .\ EXSTNG EDGE OF WATER
_ 348- EXISTING WETLAND
I I.^ •• / is I I I _ \ ; EXSTNG BUILDING
EXSTNG GRAVEL
•• -- •• •• •• / i/• �: * \\ t� i •• tr •• •• •• I _ _ •• \ �� EXISTING EDGE OF PAVEMENT
/ I /J \ ` EXISTING CURB
350
\ ' -� 352 l / r
Ap
- � I / \ �;� � 380 Call before you dig.
Know what's below.
UIC / / \ • + I 378 380 DEVELOPER'S SIGNATURE BLOCK
380
w h..r ► _ r O� 354 r 111 r368 370 372 -1
o 376
/ \ 382 �
&3'166 384 DEVELOPER HEREBY APPROVES THIS LAYOUT FOR CONSTRUCTION. ANY
h I' 366 f I 386 388 PROPOSED CHANGE AFFECTING THIS LAYOUT MUST BE REPORTED
356 I-, � 4 IMMEDIATELY TO DOMINION ENERGY. ALL COSTS INCURRED IN CONNECTION
`� �' • Q) - 364 366 ` _ I I I I _ 1 WITH ANY REQUESTED CHANGE WILL BE BORNE BY DEVELOPER. CURRENT
� _ — 358 � I I Y I I • - DOMINION ENERGY UNDERGROUND POLICY AT THE TIME OF CONSTRUCTION
WILL PREVAIL. "I HEREBY CERTIFY THAT I HAVE THE AUTHORITY TO APPROVE
— \\ N ` 360 362 I .r• I // • THIS LAYOUT.
O� r ti � *yi` +.� t r '. I • ,✓= i 1 , �• ORIGINAL APPROVED BY (SIGNATURE)
\ ` + �� �� I 1 I I� ORIGINAL APPROVED BY
(PRINT NAME)
On
TITLE DATE
o CO \
/\ ><
C \ ADDRESS
NORTH AMERICAN GREEN C125BN o ADDRESS PH.#
1 \
o 4;. •� . LIMITS OF / / EROSION CONTROL BLANKET (TYP) ��`� PIPE SUMMARY
Co �� .�. Y x ^ ^ -. - m DISTURBANCE (TYP) // o
cry �I \-\,. y/` - SILT FENCING (TYP) C] � SIZE: EX- 1 Ex-2 Ex- 3 Ex-4
o -.
O �\�� � - LJD:
c^
VJ ^ _ � _ MATERIAL:
538+0p � "�`" _ 0 .\ � GRADE:
Z \ SPEC:
WALL/SDR:
53
r
COATING
—� � 540+00 r r Tr�. 4 A v` COATING:
-- 5
- 542+00 O
O FOOTAGE:
541+00 TEST PRESS:
x - ' �I DSGN PRESS:
CENTENNIAL PARK y ILO
/ MAOP:
SIZE: 12.75" 12.75" 12.75"
LJD: ERW ERW ERW
MATERIAL: STEEL STEEL STEEL
J GRADE: X52 X52 X52
= SPEC: AP15L AP15L AP15L
WALL/SDR: 0.188" 0.375" 0.375"
Q COATING: 14 MILS FBE14 MILS FBE14 MILS FBE
COATING: 10 MILS AR 0 MILS AR
FOOTAGE:
a TEST PRESS: 750 PSIG 750 PSIG 750 PSIG
DSGN PRESS: 500 PSIG 500 PSIG 500 PSIG
MAOP: 500 PSIG 1500 PSIG 500 PSIG
a �+
NO. BY REVISION DATE SCALE: NTS
N 1 ALL ISSUED FOR 90% 11/09/22 DATE:
T 11/4/22
2 ALL ISSUED FOR BID 12/05/22 DRAWN: CHECKED: APPROV
0 :
oo 3 ALL ISSUED FOR PERMI 02/15/23 ALL EM MCJ
SHEET:
4 169 OF 189
p 5 PROJECT LOCATION:
3 WAKE COUNTY NC
'0 6 GIS MAP PAGE#:
W
rr COST CENTER#
01
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ISSUEDFOR PROJECT NAME
Ste` •` CARDINAL TO NC STATE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. _ °50° ° PERMIT DRAWING TYPE:
c` EROSION CONTROL SHEET 536+00 TO 543+00
Y License Number F-0116 NGINE6P
a 5 DATE: 09/29/2023
•., ,:
NgTHAN GPZ;` DIVISION/DISTRICT: PROJECT ID#: WORK ORDER#:
440 S. Church Street, Suite 1000, Charlotte, NC 28202,
//ulnnll"`
s 704.338.8700 1 NOT R S I B L E C C U R.
10330200-01 R-5-080
SYMBOLS LEGEND
O EXISTING TRANSMISSION BOX ® EXISTING WOOD POST
'D., EXISTING UTILITY POLE EXISTING SIGN
EXISTING LIGHT POLE EXISTING HYDRANT
EXISTING SIGNAL POLE N EXISTING WATER VALVE
a P EXISTING GATE POST Q EXISTING WATER METER
-0 EXISTING GUY POLE Q EXISTING WATER MANHOLE
EXISTING TREE EXISTING STORM INLET
o EXISTING FENCE POST TRENCHLESS ENDPOINT
P EXISTING SIGN POST `J STRAW WATTLE(EC)
® INLET PROTECTION(EC)
O SILT FENCE OUTLET
rc•
LINE TYPE LEGEND
PROPOSED 12"MAIN
PROPOSED TWS ROW
PROPOSED ATWS
PROPOSED EASEMENT
PROPOSED ROAD CUT
LIMITS OF DISTURBANCE
COMPOST FILTER SOCK(18")
AAAAA�EROSION CONTROL BLANKET
ORANGE CONSTRUCTION FENCING
SILT FENCING
TIMBER MATTING
REGULATORY FLOODPLAIN
ZONE AE FLOODZONE
ENVIRONMENTAL BUFFERS
EXISTING PARCEL BOUNDARY
EXISTING ROW
EXISTING EASEMENT
EXISTING GUARD RAIL
"� v
EXISTING TREE LINE
tk! EXISTING GAS LINE
/ �/ � - : / \ • �'- / EXISTING WATER LINE
368 370 • y� •• t7f. / I ` v EXISTING SANITARY SEWER
_ wT' \ 1, EXISTING UNDER GROUND ELECTRIC
372 374 376 ., t
EXISTING UNDER GROUND DRAINAGE
\ �_ \�� EXISTING OVERHEAD UTILITY
378 •• N // Vol
1EX ST NG OVERHEAD ELECTRIC
1 ,`� 404 - / 1 ` EXISTING CCOMMUNICATIONS LNE
\ f 1 �' / EXISTING CL OF WATER
380 •• \ • \ L j EXISTING EDGE OF WATER
3SO r \ / f 1 / #_ /.� , EXISTING WETLAND
/ y l ` �� / f �" ♦a EXISTING BUILDING
►•" 4O2 EXISTING GRAVEL
t
EXISTING EDGE OF PAVEMENT
380 ' •• + ` 10 EXISTING CURB
400
00
r let
K
: \
{- r� *0*0,-. 1 . _ / now what's below.
•., ti \ ; ` \ �+` Call before you dig.
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382 wF � *C19 7 \ DEVELOPER'S SIGNATURE BLOCK
1 .
_ • t \ A �+ i 398 • �� / \ ♦ DEVELOPER HEREBY APPROVES THIS LAYOUT FOR CONSTRUCTION. ANY
t e ►!, �' ■~ 1 PROPOSED CHANGE AFFECTING THIS LAYOUT MUST BE REPORTED
/ 384 •• \) \ f ��� N
♦ IMMEDIATELY TO DOMINION ENERGY. ALL COSTS INCURRED IN CONNECTION
+ \ ,
� WITH ANY REQUESTED CHANGE WILL BE BORNE BY DEVELOPER. CURRENT
R \ R DOMINION ENERGY UNDERGROUND POLICY AT THE TIME OF CONSTRUCTION
WILL PREVAIL. "I HEREBY CERTIFY THAT I HAVE THE AUTHORITY TO APPROVE
/ "" 3f38 • \ 1 THIS LAYOUT."
% . � // �� / / 398 � � ��s V� \
X' / •• • s / \ \ ORIGINAL APPROVED BY
' \ / / / M • f0 — � t \ (SIGNATURE)
y�� �/� ~ 7l ORIGINAL APPROVED BY
�•- (PRINT NAME)
/ 390 392 s• 394 • ��' V .. \
" 396 398 N '�+ \\ ' ,1 TITLE DATE
W,vp \ . ' ADDRESS
0 ADDRESS PH.#
\ M y \ �� / / o PIPE SUMMARY
M & _ M / �/ EX- 1 EX-2 EX EX
\ LIMITS OF
- ! ,!1 SIZE:
SILT FENCING (TYP) \ r o �,�'� ��'
s4 \\ DISTURBANCE Z. �,, ,'oo LJD:
2+p0 C'i 5q�9 ` MATERIAL:
(TYP) S // GRADE:
SPEC:
k _
NORTH AMERICAN GREEN C125BN \ WALL/SDR:
o +0p l � EROSION CONTROL BLANKET (TYP) \/ � 54 0 COATING:
M - - FOOTAGE:
- D` 4 _ \ TEST PRESS:
5
- - 4-hOp �t _ r� ,� ,��r` '� +00 I ` DSGN PRESS:
545+00 546 / P - P -2 P - 3
SIZE: 12.75" 12.75" 12.75"
TCENT NNIAL PARKWAY / 2 / LJD: ERW ERW ERW
MATERIAL: STEEL STEEL STEEL
J
GRADE: X52 X52 X52
!�C) , SPEC: AP15L AP15L AP15L
WALL/SDR: 0.188" 0.375" 0.375"
COATING: 14 MILS FBE14 MILS FBE14 MILS FBE
COATING: 10 MILS AR 0 MILS AR
FOOTAGE:
a TEST PRESS: 750 PSIG 750 PSIG 750 PSIG
DSGN PRESS: 500 PSIG 500 PSIG 500 PSIG
MAOP: 500 PSIG 500 PSIG 500 PSIG
a �+
NO. BY REVISION DATE SCALE: NTS
N 1 ALL ISSUED FOR 90% 11/09/22 DATE:
T 11/4/22
2 ALL ISSUED FOR BID 12/05/22 DRAWN: CHECKED: APPROV
0 :
oo 3 ALL ISSUED FOR PERMI 02/15/23 ALL EM MCJ
SHEET:
4 170 OF 189
p 5 PROJECT LOCATION:
3 WAKE COUNTY NC
'0 6 GIS MAP PAGE#:
W
0: COST CENTER#
CnI
H
W ---rREVISION#
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ISSUEDFOR PROJECT NAME
Ste" CARDINAL TO NC STATE
HDR Engineering Inc. of the Carolinas, N.C.B.E.L.S. _ °50° ° PERMIT DRAWING TYPE:
c` EROSION CONTROL SHEET 543+00 TO 548+00
Y License Number F-0116 a 5 DATE: 09/29/2023
•.,NGINE6P,:
NgTHAN GPZ;` DIVISION/DISTRICT: PROJECT ID#: WORK ORDER#:
440 S. Church Street, Suite 1000, Charlotte, NC 28202,
� ulnnll"`
s 704.338.8700 1 NOT R S I B L E C C U R.
10330200-01 R-5-081