NCC230631_Site Plan or Location Map_20230309

A
B
C
D
E
F
G
H
0
3+ 1 4 1 5
N
AERIAL MAP
SCALE 1" = 500'
wcon CO All
n.pn.�v
. .m xei esi B.,um Dv ao [] v.imaasr Cm7
n
9 ^-;
wit on Sunngs PnaForest
� Tom TDY,n U walnut
costa xm,ra,a �C!" N "
n m�,snmi
7 C7
PROJECT SITE
N
VICINITY MAP
NOT TO SCALE
1 1 2 1 3+ 1 4
6 + 1 7
8 9 I 10 ID'NGNO. WAL-6265-00-00
non IC/-`T ctT�
Contract Drawings For
Duke Energy
Walters Hydroelectric Plant
INDEX OF DRAWINGS
Potable and Fire Water GENERAL
® IA
ll�
I �§
WAL-6265-00-00 COVER SHEET, VICINITY MAPS AND SHEET INDEX
TanksCHEMICAL
BUILDING
WAL-6265-01-01 CHEMICAL BUILDING GENERAL ARRANGEMENT
WAL-6265-02-01 CH E MI CAL BUILDING HVAC PLAN, SCHEDULE AND DETAIL
WAL-6265-03-01 CHEMICAL BUILDING STRUCTURAL DETAILS
WAL-6265-04-01 CHEMICAL BUILDING ELECTRICAL SITE PLAN, RISER DIAGRAM AND DETAILS
C
Civil/Architectural/Structural/
WAL 62650402 EMICALBUILDING ELECTRICAL FLOOR PLAN, RISER DIAGRAMANDSCHEDULES
D
CIVIL
Mechanical/Electrical
WAL-6265-05-EXISTING CONDITIONS 5ITE PLAN SHEET
O
WAL-6265-OS-02 02 EXISTING CONDITIONSSSITE PLAN SHEET2
�
WAL-6265-05-03 PIPING AND CIVIL SITE DEMOLITION PLAN
O
WAL-6265-05-04 OVERALL SITE PLAN AND SHEET LAYOUT
O
WAL-6265-05-05 EROSION AND SEDIMENT CONTROL SHEET I
Ip
Issued For Permitting
WAL-6265-05-06 EROSION AND SEDIM ENTCONTROL SHEET 2
WAL 6265 OS 07 PIPING ANDCIVILPLAN AND PRO FILE SHEETI
O
WAL-6265-05-08 PIPI BIG AND CIVIL PLAN AND PROFI LE SHEET2
WAL-62fi5-05-09 PIPI NG ANDCIVILPLANAND P ROFILESHEET3
WAL-6265-05-10 EROS ION AND SEDIMENT CONTROL NOTES SHEET
WAL-6265-05-11 EROSI ON AND SE DI ME NTCONTROL NOTESSHEET2
FERCProject No. xxx WAL-6265-05-12 EROSION AND SEDIM ENT CONTROL NOTES SHEET
WAL-6265-05-13 EROSIONANDSEDIM ENTCONTROLDETAILSSHEETI
/+
Project No. 10221649
WAL-6265-05-14 EROSION AND SEDIMENT CONTROL DETAILS SHEET2
WAL-6265-OS-15 EROSION AND SEDIMENT CONTROL AND STANDARD CIVIL DETAILS
WAL-6265-05-16 STANDARD CIVIL DETAILS
WAL-6265-05-18
Waterville, Haywood Co.
WAL-6365-OS-18 TRAFFIC CONTROL DETAIL$
TRSTANDARDFFICNTROL DETAILS
North Carolina
REFERENCE DRAWINGS
December, 2022 (Updated Feb 2023)
CAROLINA POWER & LIGHT COMPANY
CONTACT INFORMATION
OWNER: DUKE ENERGY CAROLINAS, LLC ENGINEERING FIRM: HDR ENGINEERING, INC. OF THE CAROLINAS E-zs9 ocATION OF 6°&2" WATERLINES - wALTERSP ANT
526 SOUTH CHURCH STREET
440 SOUTH CHURCH STREET, SUITE 1000
E-259-C WATERVILLE HYDROS -ELECTRIC DEV. VILLAGE LAYOUT
E-32057 POWERHOUSE AREA GENERAL PLAN
CHARLOTTE, NC 28202
CHARLOTTE, NC 28202
E-26660 OPERATOR'S VI LLAGE DOMESTIC WATER FILTER AND PUMPHOUSE PLAN AND SECTION
N.C.B.E.L.S. License Number F-0116
E-26570 GENERAL LOCATION PLAN AND PROFILE
CONTACT: BobTaylor
PHONE: [phone]
CONTACT: William Maynard, PE
PHONE: [phone]
CONTRACTORNENDOR INFORMATION
HDR Engineering, Inc. of the Carolinas"•�'O'.:I;�+NE`�'.°-
License Number: F-0116
440 S Church St, Suite 1000 Charlotte, NC 28202-2075
SEAL
CRftp
°sr
3 pSpj 11� _
02/07/2023r x
"�'•,;"A -'"- �� •`��
,� fL 0.>. „o
""1 IIIII«1"
WALTERS HYDRO STATION
' D��
ENERGY
(�
3
o
¢
3
FOSSIL HYDRO OPERATIONS
FACILITY..
WAL
UNE..
00
SISTE.
6265
I D.C. SUB TYPE..
GE
IDLE WALTERS HYDRO STATION
POTABLE AND FIRE WATER TANKS
COVER SHEET, VICINITY
MAPS AND SHEET INDEX
MGL
MGL
MGL
02-07-203
PROJECT No.
WT000051
cc No.
WAL-04562
1..o. No:
0204267-2
APPD av:
MGL
JAP
KM
MGL
12-15-2022
scue.
AS NOTED
PLOT:
1=1
srze. ANSI-D
34"x22"
nPPDDATE.
04-16-2021
IT APPROVAL
JAP
CTC
MGL
04-16-2021
DRAWN
CI,
APPRVD
DATE
�'lOIPROJp
ACTIX
GVE IS RESERVED FOR VENDOR'S LOGO NAME, ADDRESS
TELEPHONE NUINFER AND ANY REQUIRED REFERENCE WIERS.ALL
DRa��nLGATO 6EPRo000EDIN AUTOCAD RELEASE 2000 OR LATER.
ABOVE IS RESERVED FOR
FREESIONALFNGINEERSEAL
USE INK - DO NOT EMBOSS
THIS URPWING IS THE PROPERTY OF DUKE ENERGY.
.AND IS NOT TO BE REPRODUCED OR USED FOR ANY PURPOSE
.CEPT AS SPECIFIED BY DUKE ENERGY.
GET
1
D'NG NO.
WAL-6265-00-00
1
_
DRAWING REVISIONS
5
6 +
7
8
9
10
11
12

3+ I 4 I 5 1 6 + 1 7 I 8 1 9 + 10
GENERAL NOTES:
1. SEE 111,E-6265-05-10 FOR CONSTRUCTION SEQUENCE AND
tea_ �\/� SEE EXISTING CONDITIONS SHEET 2 WAL-6265-05-02 NOTES.
SEE EROSION CONTROL SHEET 211AL-6265-05-06
A R"z / Z
/ , / / / / / :z 2. SEE WAL-6265-05-10, WAL-6265-05-11, AND WAL6265-05-12
I � -�3a: /FOR EROSION AND SEDIMENT CONTROL AND SEEDING
NOTES.
SEE EXISTING CONDITIONS SHEET 1 1P/AL6265-05-01 3. REPAIR EXISTING ASPHALT PER DETAIL 3NVAL-6265-05-15.
� / 9
GRAVEL DRIVE SEE EROSION CONTROL SHEET 1 WAL6265-05-05 MATCH EXISTING ELEVATIONS.
+ -162 / / / /I
// 4. REPAIR ALL SIDEWALKS DAMAGED OR REMOVED FOR PIPE
O
o - / / / L% -- -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALLATION. REMOVE TO NEAREST JOINT AND MATCH
\ EXISTING ELEVATIONS. CROSS SLOPE SHALL BE 2%. SEE
�r i CONCRETE SIDEWALK DETAIL 2N/AL6265-05-15.
5. SEE WAL6265-05-03 FOR SITE DEMOLITION PLAN AND NOTES.
I N `� / /T Vg9oh/ �\ / / T I 6. INSTALL COMPOST SOCKS ALONG ROAD AS NEEDED FOR
I \\ 5 5a 2 / O y!
/ REPAIRS.
4 7. CONSULT OWNER PRIOR TO REMOVING ANY TREES OR
m *may .icy add BUSHES ON THE CREEK SIDE OF WATERVILLE ROAD.
m > 9dy9dyo9� - o 3 / / , /r / duo jNo �.: �-. I' y I CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT
DAMAGE TO TREES, BUSHES, AND THEIR ROOT SYSTEMS.
8. ALIGNMENT ADJUSTMENTS MAY BE NECESSARY TO
DOMESTIC WATER SERVICE LINES TO AVOID TREES AND
BUSHES. CONSULT WITH OWNER PRIOR TO ADJUSTING LINE
1 ` LOCATIONS.
SEE PLAN AND PROFILE SHEET 1 \ \ \ oo DRI T \ I s= - py / `\ 9. HDPE PIPE SHALL BE BUTT FUSED AT ALL CONNECTIONS
/ I WAL6z65-05-07 \ \ GRpv L p� I \ I sus° / _ / \
oD :2 , \, / \� �m m / '�\ \ � I AND FITTINGS.
10. INSTALL THRUST BLOCKING AT ALL TEES, FITTINGS, AND
rSEE PLAN AND PROFILE SHEET \ I BENDS. SEE DETAIL 4/WAL-6265-05-16.
WAL6265-05-08 v v
11. SEE NOTES SHEET WAL-6265-05-10 FOR COORDINATION
^°j y / / I I °/ I I INFORMATION REGARDING NCDOT APPROVED BRIDGE
/ \ \ / ^h h / / °� �- \ REPLACEMENT AND ROAD IMPROVEMENT PROJECT.
0 / / o / 5 I RAVEL DRIVE
D >; 12. SEE CONSTRUCTION SEQUENCE ON VVAL-6265-05-10 FOR
\\ WORK WITHIN NCDOT ROW. LANE CLOSURE REQUIREMENTS,
STORY
A I L "
II \ \\ n AND TRAFFIC CONTROL INFORMATION.
h � B=
F? eyaRo:e I KEYNOTES
pO LEGEND
ai
\ T j
' �. m xxok i, / ��,
ST I 1. NEW CONCRETE FOUNDATION.
/ �S/ �-s -isss EXISTING MAJOR CONTOUR
I \\\ \ o�' i / av ' I SEE DETAIL ON 1f/AL-62fi5 03-01.
_ SEE PLAN AND PROFILE SHEET 2 \ \� -
626505 --OB \\ s i z Z o / yM �q,"/ 1 Eoi ® �(I EXISTING MINOR CONTOUR
WAL
. .E01 _ 2. NEW 6 INCH FIRE LINE.
\ \\ \ \\ ,o\ tih /i o' 3 / i _ P N/ is' TC °a �- _ �\ - -I
I f \ \ \ \ - _ \ 3INCH WATER SUPPLY LINE. EXISTING PROPERTY LINE
\,\ -`�v - - EXISTING RIGHT-OF-WAY LINE
! //
E I \\ \'4 n \\ m\ \ 15y j� / /-a +`czcc/ \ I 4. NEW 21NCH DOMESTIC WATER
/m� LINE. VVEXISTING WATER LINE
A��`-�--
\
e,Y� \ \ � 4Dh' � � v /�/4s5. � �-� =rti < � O.o- / W PROPOSED WATERLINE
r v vvv vv a
A 9cro A\ A49p Fa ylf- I laeo_ �. / j .d _ ogv 1D/ zas ! g �' /., Ary E y g.� I 6. CONNECT TO EXISTING 6" AND 2" W
�• / pfls-$' / i WATER LINES. COORDINATE EXISTING WATER METER
r\\\\ \ \\\.. \\\ n zo�\� `TggO j �47D / I7 �45h` r ^'. ^.�y - az3 i / s �� `t �f f� / CONNECTION LOCATION WITH
\ \ \ "<m"F�, a \ \ / _ 04 'I'^ O N1y' O / z.� e \` --�-7� / / (P I ® EXISTING WELL
\ V A `y \ \ 1475 L4 / �✓ o ` / _ V NCDOT. SEE GENERAL NOTE 11.
SEE PLAN AND PROFILE SHEET 2 \ \ \ \\\ \ \ \ ^� \ 47p / �L / 'SSo� k145 _ F / d3s r<3y
WAL-6265-05-08 \\ \ \ \ n \ A\\ 3 8 / n6 ^' 3'z-1- �' (n
o L^ 2 - PROPOSED WATER METER
1 s / '� a5 ° p � V 7. EXISTING AERIAL WATER
\ \ \ ` m m ``�°P 4 '< / f ` /i / o I CROSSING.
wn`ns'a Oe, ® " n ��/ f /o O pQ EXISTING WATER VALVE
VA V A\A A 8. CONNECTLINE TINCHWATER D SUPPLY
PROPOSED WATER VALVE
m \\ / i a - , 11 ®I REC e'STORY [. l \ /.\\ /. //f o , \ I WATER METERTER VAULT .
F EXISTING FIRE LINE
9. CONNECT TO BUILDING. F PROPOSED FIRE LINE
DOMESTIC WATER LINE TO
gymA /nV ' o f v A -- f f \ I MATCH EXISTING SIZE.
��O�--'--��\ 7 UGE EXISTING UNDERGROUND ELECTRIC
\ 00 \ \ \ \ \ \\, cl ti ti ` / o m I - > "'} f / -1 /\� i��o f i - - _ - _ - _ _ ` \; 10. INSTALL NEW SPIGOT. one EXISTING OVERHEAD ELECTRIC
APPRO\O f q ., \ �, I l: O �/ / / WOODFORD MODEL Y95 OR
5 \\Lm6z
WATER IN EQUAL. DOMESTIC
HO DfV) 10 / �� ` / �/ ;r'/ f / WATER LINE TO MATCH EXISTING UT EXISTING UNDERGROUND TELEPHONE
G I-3NG x \ O��\o\ / `o poe° v Y F&9 USf x l ///// Doi - - SIZE. UNK
'„vAc"in _-I EXISTING UNKNOWN UNDERGROUND
/ice UTILITY
o0 A - <` O < /. / /- / / - - 11. ELECTRICAL LINE AND CONDUIT.
a0 DRIVEWAY GP COORDINATE-
\ ��' ' 1 Y F / i SEE PLAN AND PROFILE SHEET 3 SEE WAL-6265-04-02.
LOVEo \ \\ LATITUDE=35.7717 $ O�I6 xo �"iO �HE �/.�jp�j �:yVAL-6265-05-09 - __�_
\ \ \ \ \ \ \ \ �' \ LONGITUDE -83.1008 \ �� 7 m / / : / /: - EXISTING TREE LINE
oo \ 7 \_�- f , �/ /yam// / "O�/ ��/� \� EXISTING TREE
UTV EXISTING UNDERGROUND TELEPHONE
�.��\
Ss EXISTING SANITARY SEWER
T \ \ EXISTING SANITARY SEWER MANHOLE
oo
\ \\\ \ \ \ \ w a \ \ GA
\H v vnvAA V rsA \an / V \ \
EXISTING CONCRETE
Duos%-
I� vv vAA PROPOSED CONCRETE
Vv vv -
C\osr,
Lv- L� ii- - - '� 1-LL i LLB-�--- -L- ---- - �/i �� / /� A V `I 160e.28 � EXISTING SPOT ELEVATION
yo rvA TEMPORARYBENCHMARK
EXISTING MONUMENT
CONTROL POINT
oov
EA,v v v _ _ .////�i� /i��/ //i/� i��i��j� vv AAV A A\�AVA\ 50 o So 100
„no°fir^ 7�-y v �% %i% ii/�iiii i �ii� �� Des- Vv vAV AV A AV A A
SCALE IN FEET
a \
CONTRACTORNENDOR INFORMATION SEAL
WALTERS HYDRO STATION DU�FOSSIL HYDRO OPERATIONS405 ENERGY FAqurv. uNrr. sysTEnc D.C.Dwcsue TYPE o
' p WAL 00 6265 SIP TITLE WALTERS HYDRO STATION
J 2/��%210� `r PRaECTNO. GO NO. e:�.o.No: APPDEV: POTABLE AND FIRE WATER TANKS
2 NCDEQ COMMENTS -ADD LOD MGL MGL MGL 02-07-2023 HDR Engineering, Inc. of the Carolinas O':4c i w0„.1'.vc WT000051 WAL-04562 30204267-2 MGL
1 ISSUED FOR PERMITTING JAP KM MGL 12-15-2022 �',A ' '-'- \� scAle. PLOT: srze. ANSI-D nPPDDATe. OVERALL SITE AND SHEET LAYOUT
License Number: F-0116 ,xr �[ G L „o`��`
0 ISSUED FOR CONSTRUCTION PENDING PERMIT APPROVAL JAP CTC MGL 04-16-2021 440 S Church St, Suite 1000 Charlotte, NC 28202-2075 "r,uMii W, AS NOTED 1=1 34"x22" 04-16-2021
DING NO. REV. TITLE REV. DESCRIPTION DRAWN CHRE APPRVD I DATE 11AAEROJ4 ACT% OVE IS RESERVED FOR VENDORS LOGO NAME. AODREGB, OVE IS RESERVED FOR THIS DRAWING IS THE PROPERTY OF DUKE ENERGY. SHT D'NG NO.
TELEPHONE NUMBER AND ANY REQUIRED REFERENCE NUMBERS. ALL PRO rESSIDNALENGINEBE SEAL .AND IS NOETO EE REPRODDCED OR USED FOR ANY PURPOSE 10 WAL-6265-05-04 1 DRAWING REFERENCES DRAWING REVISIONS DRAV1NGSTO SEPRooucrDIN aUTOCAD RELEASE 2000 OR LATER. USEINIL-DONOTEMBoss .CEPTAS SPECIFIED BY DUKE ENERGY.
1 2 3 + 4 5 6 + 7 1 9 10 11 12
i