20200922 Ver 1_199212UG-S_20200527

LEGEND
PROPOSED TRANSMISSION POLE
115kV TRANSMISSION RODANTHE BRIDGE EXISTING TRANSMISSION POLE
TO BE REMOVED
EXISTING DISTRIBUTION POLE
SOUTH END BORE ROUTE PLAN AND PROFILE FOR TO BE RETAINED
CAPE HATTERAS ELECTRIC COOPERATIVE Fil COMMUNICATIONS PEDESTAL
O WATER METER
PROPOSED GUY AND ANCHOR COMBINATION
PROPOSED OVERHEAD TRANSMISSION AND UNDERGROUND
2+00.00 DIRECTIONAL BORE STATIONING (PLAN VIEW)
Uc Uc UNDERGROUND 115 kV ELECTRIC (CHEC)
RODANTI 1NCE, — TO BE INSTALLED
UNDERGROUND COMMUNICATIONS
C UX — TO BE INSTALLED
01 E E OVERHEAD 115 kV ELECTRIC (CHEC)
— TO BE INSTALLED
E E ON —BRIDGE 115kV ELECTRIC (CHEC)
LOCATION: U.S. HIGHWAY 12, NAGS HEAD TO - TO BE INSTALLED BY OTHERS
E x OVERHEAD 115kV ELECTRIC (CHEC)
RODANTHE, NORTH CAROLINA - TO BE RETAINED
TIP PROJECT: B-2500B E S x OVERHEAD SECONDARY ELECTRIC
— TO BE RETAINED
END
PROJECT
Pamlico Sound
SITE
Atlantic Ocean
RODANTHE
VILLAGE LIMITS
r
BEGIN
PROJECT
VICINITY MAP
N.T.S.
R/W I EDGE OF NCDOT RIGHT—OF—WAY
EDGE OF EXISTING CHEC TRANSMISSION RIGHT—OF—WAY
CHEC UTILITY IMPACT AREA BOUNDARY
EDGE OF EARTHEN DRIVE
BUOYANT HDPE PIPE TO BE FLOATED
PROPOSED RISER STRUCTURE PERIMETER FENCE
PROPERTY LINE
UNDERGROUND WATER LINE
TEL TEL UNDERGROUND TELEPHONE LINE
N UNDERGROUND TELEVISION LINE
J�
UNDERGROUND RESIDENTIAL ELECTRICAL
V LINE WITH SERVICE PEDESTALS
SHORELINE
—� - EXISTING CONTOURS, 1 FT INTERVAL
PROPOSED UNDERGROUND DIRECTIONAL BORE
TIMBER MATTING
Do0 C GRAVELED CONSTRUCTION AREA
MARSH/WETLANDS
r
SEPTIC FIELD
BRIDGE RIP RAP APRON
PROPOSED CHEC TRANSMISSION RIGHT—OF—WAY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.

VARIES
(48" MIN.)
i" FBR
• (4 TOTAL)
2>,
FBR • •
0
4" COMM
(2 TOTAL)
DIRECTIONAL
BORE DETAIL
N.T.S.
LEGEND
PROPOSED ACTIVE CIRCUIT CONDUCTOR IN CONDUIT
PROPOSED SPARE CIRCUIT CONDUCTOR IN CONDUIT
0 PROPOSED GROUNDING CONDUCTOR IN CONDUIT
NOTE:
1. MAINTAIN NO LESS THAN 24" SEPARATION BETWEEN
CONDUIT SURFACE AND FOREIGN UTILITIES.
2. HDPE CONDUIT AS SPECIFIED OR APPROVED BY
ENGINEER.
30
30
25
25
20
20
15
15
10
10
5
5
0
0
-5
-5
-10 -10
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00
36" RCP EQUALIZER ®
STA. 4+51.07,
BOTTOM INVERT EL= 3.15'
EXISTING SURFACE
PROFILE
WETLAND AREA
NOTE: MAINTAIN 4'-0"
MINIMUM CLEARANCE
BETWEEN ALL UG
UTILITIES AND BORE LINE
BORE PIT BEGIN
10'Wx10'Lx5'D �
DIRECTIONAL BORE
STA. 2+69.57
W
W W
W
W
W
PROFILE VIEW
SCALE: 1=30' HORIZ., 1 "=6' VERT.
NOTES:
1. FOREIGN UTILITIES MAY EXIST ALONG PROPOSED ROUTE.
2. BORE PIT DIMENSIONS ASSUMED 10'W x 10'L x 5'D.
3. DANGER! ENERGIZED POWER CABLES MAY EXIST ALONG PROPOSED ROUTE!
o�i v��i �o�i Novi Novi �o �i Novi Novi �o�i �o �(o
PROPOSED
C� PERIMETER FENCE
I� h
EXISTING CHEC STRUCTURE TO
TRANSMISSION STRUCTURE BE REMOVED
PRIOR TO WORK
i
I I: 2+17.79
0+00.00 , 1 +00.00 2+00.00
E HE � HE / HE
PROPOSED CHEC
REPLACEMENT TRANSMISSION PROPOSED CHEC
3 STRUCTURE NEW RISER
/ STRUCTURE
X
R=100.00'
L=15.19'
CH=15.18'
CHB=N88° 03' 35"W
k A=008.70°
� W 0
30 15 7.5 0 30
1 "= 30'
O� O� Ou O O� O� O� Ol
0 0 0 0 0 0 0
PC: 2+20.16 CPROPOSED\ O O O O
PT: 2+35.35 COMMUNICATIONS O O O Q
STUB OUT \/ \/ \/
(2) 4" HDPE
BORE PIT
10'Wx10'Lx5'D — -
R=100.00'
L=31.63'
CH=31.50'_j
CHB=N74° 38' 46"W
A=018.12°
R=100.00:
L=13.14
CH=13.13'
CHB=N69° 20' 55"W
A=007.53°
BORE BENEATH 36" RCP
EQUALIZER, MINIMUM 4' BELOW
GRADE. FIELD VERIFY DEPTH.
PLAN VIEW
SCALE: 1=30'
o�ovo
PC:� 4+65.36
ul 10' MINIMUM RADIAL
PT: 4+79.57 SEPARATION BETWEEN O
GUARDRAIL AND BORE ROUTE
- _ --- --- ----- PC: 5+44.81
+00.60 _ PT: 5+63.17
Z /
� _ 6+00.00
an
M%
�7_ n
R=100.00' M �/
R=100.00' L=18.36'
L=14.21' CH=18.33' MIN
CH=14.19' CHB=N86° 40' 56"W
CHB=N77° 21' 10"W A=010.52°
A=008.14°
CAM
— _ — — 10—
9
8
7+00.00 ' 6
on --
/ —5 -
-
_
4
PT: 7+00.81
R=100.00'
L=4.20'
M/� CH=4.20'
TCHB=S86° 56' 18"W
A=002.41'
PC: 6+96.61
CONFIRM EXISTING
ELECTRICAL UG UTILITY
REMOVED PRIOR TO WORK.
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.

VARIES
(48" MIN.)
i" FBR
• (4 TOTAL)
2>,
FBR • •
0
4" COMM
(2 TOTAL)
DIRECTIONAL
BORE DETAIL
N.T.S.
LEGEND
PROPOSED ACTIVE CIRCUIT CONDUCTOR IN CONDUIT
PROPOSED SPARE CIRCUIT CONDUCTOR IN CONDUIT
O PROPOSED GROUNDING CONDUCTOR IN CONDUIT
NOTE:
1. MAINTAIN NO LESS THAN 24" SEPARATION BETWEEN
CONDUIT SURFACE AND FOREIGN UTILITIES.
2. HDPE CONDUIT AS SPECIFIED OR APPROVED BY
ENGINEER.
30
30
25
25
20
20
15
15
L10
10
5
5
0
0
-5
-5
-10 -10
7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00
15" RCP ®STA. 7+41.15,
FIELD VERIFY RIP -RAP
INVERT ELEVATION UNKNOWN,
DEPTH, BORE MINIMUM 4'
WETLAND AREA
TOP OF CONCRETE VAULT
TOP OF CONCRETE VAULT
FIELD VERIFY
BELOW GRADE
EL.= 3.36'
EL.= 3.23'
EXISTING SURFACE
PROFILE
Y W W
NOTE: MAINTAIN 4'-0"
MINIMUM CLEARANCE
BETWEEN ALL UG
DIRECTIONAL BORE ENTRY
UTILITIES AND BORE LINE
THROUGH LOWER CONCRETE
VAULT WINDOW
® STA. 10+75.59, EL.= —2.81'
NOTES:
1. FOREIGN UTILITIES MAY EXIST ALONG PROPOSED ROUTE.
2. BORE PIT DIMENSIONS ASSUMED 10'W x 10'L x 5'D.
3. DANGER! ENERGIZED POWER CABLES MAY EXIST ALONG PROPOSED ROUTE!
)zs zc_)zS io �o
NCDOT TIP PROJECT _
B-2500B GRAVELED
O CONSTRUCTION AREA i
O7; � O�
4��
BRIDGE
APPROACH SLAB
lb 10—
fffi�E?
O,
END BENT 1
L= 4.20'
CH=4.20'
ICHB=S86° 56' 18"W M/N M/21
A=002.41 °
PC: 6+96.61
BORE BENEATH 15 RCP,
MINIMUM 4' BELOW GRADE.
FIELD VERIFY DEPTH.
I
CONFIRM EXISTING
ELECTRICAL UG UTILITY
REMOVED PRIOR TO WORK.
BENT 1
I
PC: 8+62.36
2-/1
FIELD VERIFY RIP -RAP
DEPTH, BORE MINIMUM
4' BELOW GRADE
PROFILE VIEW
SCALE: 1=30' HORIZ., 1 "=6' VERT.
PAMLICO
SOUND
PROPOSED CONDUIT LADDER RACK
+/- 21' LENGTH (BY OTHERS)
MIN /a
11+13.94 /8 / 1/8 BUOYANT HDPE BORE PIPE TO
PT: 10+82.45 BE FLOATED BETWEEN BRIDGE
BENT 5 M PILES IN PAMLICO SOUND
PRIOR TO PULLING THROUGH
— — — EXISTING 54" DIAMETER BENT 6 BORE HOLE. +/- 725 FEET OF
CYLINDER PILE PIPE TO BE FLOATED.
BENT M/�
1 +00.00 ❑ ❑
❑ ❑ E O BENT 8
Et7
E
❑O❑ � _
W �—
;� ) / L - J O
9+00.00 EXISTING CONCRETE VAULT
JT�(1 R=300.00' (SEE DETAIL SHEETS PP4 ` E
��" L=99.00' & PP5 PROPOSED 6'W x SPAN LENGTH V TIMBER MATTING TO O °
LCH=98.55' ) UTILITY IMPACT AREA PREVENT SHORELINE
�� M/N M/N CHB=S77° 08' 24"W—M/a PIPE SCOURING DURING
HDPE
MINIMUM 5' BETWEEN BORE mim—
A=018.91 ° M/a AA�a
ROUTE AND EDGE OF M/a
NCDOT RIGHT-OF-WAY � �
R=300.00'14/
-/
L=103. ,7' MA
CH=103.15'
CHB=S77° 35' 10"W \
A=019.80° PAMLICO 30 15 7.5 0 30 M/
.� ; SOUND
APPROXIMATE SEPTIC ,
FIELD LOCATION 1
7 1 "= 30'
PROPOSED 6'W x SPAN LENGTH
UTILITY IMPACT AREA
EXISTING 50'L x 30'W CHEC
UTILITY IMPACT AREA
M/8 M/N M/N
BENT 2 BENT 3 BENT 4
❑ ❑ PC: 9+83.45 /
PT: 9+66.03 Z ��
❑ N ❑ °+
1y
PLAN VIEW
SCALE: 1=30'
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.

2'0 Ground
Rod Hole
66'z24'
Standard
ckout Panel
66'x24"
Standard
Knocko Panel
66'x24•
Standard
Knocko Panel
V—D"
6'
Strap o
a o
I
East Jordan
%V
ELECTRIC Q
V4600-5
Ton x 6j" Swift Lift Anchors
(�
/ 4 Req'd For lifting
O
Q
........................................................................
erior Coated w/
CS90 VIR Meadows
1600-5 Ring &
"Electric" Cover
36"0x 12'
Grade Ring
(Typ)
Ivanized Steel Lader
`Grounding
Strap
Yrts
P)�
2"0 Ground
Rod Hole --� �--
(2 Typ)
DESIGN NQTES:
D1. REINFORCEMENT:
— H-20 BRIDGE LOADING (TRAFFIC RATED)
— REINFORCING STEEL SHALL BE GRADE 60
PER ASTM—A615
D2. CONCRETE:
— 4000 PSI ® 28 DAYS
— MATERIAL TO MEET CURRENT ACI 318
STANDARD
D3. EARTHCOVER:
0'-5' MAX
D4. DIMENSIONAL TOLERANCE f1"
D5. 1 1/8" BUTYL RUBBER SEALANT IN JOINTS
CONTRACTOR NOTES:
C1. VERIFY ALL HOLE LOCATIONS & ELEVATIONS
C2. EXTERIOR IS COATED w/ WR MEADOWS SEALMASTIC
WEIGHTS AS FOLLOWED:
— TOP: 21,500 LBS. MAX
— BASE: 22,200 LBS. MAX
12"x12' Frame
& Grate Over
12' Square x 4"
Deep Sump
Plastic Coated
Pulling Irons
(4 Typ)
10' x 10' x 6.5' E M H
MANHOLE DETAIL
N.T.S.
war.
3'=3"
6'-6" 7'-10'
3'-3"
8"
CUSTOMER:
DATE:
I WEIGHT:
PSI: 4000
STRUCTURE: 10' x 10' EMH
QUANTITY'
PROJECT MGR: Brandon Kahm
OF
DRAWN BY:
JOB: Towerview Precinct
STRUCTURE ID:
SECTION: Base
PM REVIEW:
MGR REVIEW:
Filename: SA01-Engineering\02-Custom Production\Mid Atlantic Infrastructure System\Towerview Precinct- Duke Univeersity\Towerview P
132'
120p 6"
30' I o 2"0 Ground_____0 j
O0 Rod Hole
� L
54" i f
72"
I L[:]:::�— rams and Grate
I I 54"
j I 18"
8 Ton x 6j" Swift Lift Ancho I
18m 4 Req'd For lifting T
_(Typ.)� I
300 I 7 18" © I
I1 18" (Typ.) o I
1_—(TYP.)�---1--------i----------------�—
" \.Grounding Strap
Plastic Coated
Pulling Irons
(4 Typ)
8"
30"
q
QUALITY CHECKS:
FORM CLEANLINESS
FORM OIL
REINFORCEMENT AS SPECIFIED
Exterior Coated w/
CS90 WR Meadows
8 Ton Swift Lift 2"x12"x4"
(4 Typ. for Stripping) Frame and Grate
tr _�
--�--------------
\\," Inserts
(12 Typ)
Grounding
Straps
CHAIRS AND/OR WHEELS
MESH IN JOINT
STEPS/INSERTS
CONCRETE COVER >1/2
2"0 Ground
I r— Rod Hole
(2 Typ)
66"x24'
Standard 47"
Knock1t Panel 39"
LIFTERS
n
BILL OF MATERIALS TOP
(5.51)
Cu. Yds. of Concrete
(2)
2" O Ground Rod Holes
(1009)
Lbs. of #5 Rebar
(12)
1/2" Inserts
(8)
8 Ton Swift Lift
(--)
4x4 Mesh
(1)
12" x 12" x4" KO
j (4)
j Plastic Coated Pulling Irons
(4)
66" x 24" KO Panels
(1)
Grounding Strap
nct
MANHOLE DETAIL
N.T.S.
#5 Bar 8" 0.
Length:10'
Qty::
#5 L—Bar 8" O.C.
Length:3'-8"x1'-6"
Qty:68
#5 J—Bar 8" O.C.
Length: 10'-9"x10'-9"x1'-6"
Qty:10
— — — — — ---------------- ---_
4x4 Mesh Behind KO
REINFORCEMENT
HOURS
Production Shop
Yarding
Pour
Rebar
Cost
/2"
U
/2"
i
T. W
PREPOUR: _
POST POUR. -
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.

CUSTOMER:
DATE
STRUCTURE: 10' x 10' EMH
JOB: Towerview Precinct
STRUCTURE ID:
WEIGHT: 22,049 PROJECT MGR: Brandon Kahm SECTION: Top
PSI: 4000 QUANTITY:
OF
DRAWN BY -
PM REVIEW:
MGR REVIEW:
BILL OF MATERIALS - TOP
(5.51)
Cu. Yds. of Concrete
(1)
Grounding Strap
(1009)
Lbs. of #5 Rebar
(12)
112" Inserts
(4)
8 Ton Swift Lift
(--}
4x4 Mesh
(1)
36" 0 KO
(1)
Inserts For Ladder
(4)
66" x 24" KO Panels
Filename: S:\01-Engineering\02-Custom Production\Mid Atlantic Infrastructure System\Towerview Precinct- Duke Univeersity\Towerview Pr cinct
132"
120" 6°
-• 6r
...._._. —
----- --I---- ---,
300 Irounding Strap j
I I
® 42"
66"x24"
0,360
72" :1-I- KO [; Standard 120" 132"
;1 I C Knockout Panel
(Typ.)
;1 I 42"
:.1 18"Lin
1 I:: Tan x 64" Swift Lift
(TYP•)
(4 Typ.) I E:
T
® o I
I 18"
I
30" I I
L(TYP)
__-- I
---------------------�-----
r-:------------
Exterior Coated w/
CS90 WR Meadows
8"
8.
k:
......................................
......................................
::•:1 I 11:::
30" 47"
I "Inserts 1 1;:; 39"
'`1 I 12 TYP) 11�'�
I I
� QUALITY CHECKS: I CHAIRS AND/OR WHEELS LIFTERS
FORM CLEANLINESS I MESH IN JOINT
FORM OIL
REINFORCEMENT AS SPECIFIED
STEPS/INSERTS
CONCRETE COVER >1/2
MANHOLE DETAIL
N.T.S.
#5 Bar 8"
Length:10'
Qt;
#5 L—Bar 8" 0.
Length:3'-8"x1'—I
Qty:e
#5 J—Bar 8" O
Length: 10'-9"x10'-9"x1'—
Qty:
REINFORCEMENT
Production Shop
Yarding
Pour
Rebar
Cost
/2"
/2"
1I"
DATE:
PREPOUR:
POST POUR:
G7Djnding
StrQpmr-
90 DEGREE #5 BARS
CONNECTING DOWEL BARS TO
EACH OTHER WITHIN SEAL POUR
Immirts
3+P)
Bel Lndar
ZI
_J ..
1'
1' WIDE CONCRETE SEAL POUR
W/ 4,500 PSI CONCRETE
#5 STAINLESS STEEL REBAR
EPDXIED 10" INTO EXTERIOR WALL
ON MANHOLE BOXES. PLACED 2'
ON —CENTER ON EACH BOX
CREATING 1' ON CENTER WHEN
BOXES ARE JOINED.
MANHOLE BOX SEAL
POUR DETAIL
N.T.S.
T
GrDunding
stmpq;z--
c n izad Sk,-el L=dar
maerts
.)
WOOD BLOCKOUT TO MAINTAIN
CONDUIT OPENING DURING SEAL
POUR.
MATERIALS
— GRADE 60 STAINLESS STEEL REBAR
— PILGRIM EM5-2 EPDXY
— 4,500 PSI CONCRETE
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.