20240673 Ver 1_Pages from BR-0086_Windstream_EncApproval_20240510

Contact Information:
Windstream Communications
2111-103 Harrod St.
Rsleigh, N.C. 27604
Mr. Don Fradel
Construction Manager II OSP CLEC / The Carolina's
Mobile: [phone]
Email: [e-mail]
TEmPLAR
INC,+
644 HOLLY SPRINGS RD
SUITE 419
HOLLY SPRINGS, NC 27540
'll i n d st f ea m
wholesale
OUTSIDE PLANT CONSTRUCTION
FIBER OPTIC CABLE ROUTE
WINDSTREAM PROJECT #:
TEMPLAR, INC PROJECT #: WS_NCSMF_23526_RR
Templar, Inc.
Contractor/Engineer
644 Holly Springs Rd
Suite:419
Holly Springs, NC 27540
Scott W. Temple
President
Mobile: [phone]
Email: [e-mail]
VICINITY MAP

COVER FEATURES:
* STANDARD LOAD RATING: 20,800 POUND WHEEL LOAD
ON 10 X 20 PLATE
* POLYMER CONCRETE CONSTRUCTION
* WEIGHT = 110 POUNDS (EACH HALF)
* 4 BOLT DOWN LOCATIONS
* COLOR = CONCRETE GREY
�3 e
* NON-SKID SURFACE
•° • n
s • a .
:a
BOLT DOWN `y
(2 PL EA HALF) E.`.rv.:..
LEFT PIN
(2 PL EA HALF)
BOX FEATURES
* POLYMER CON(
CONSTRUCTION
* STACKABLE
*APPROX. WEIGTI
130
W
(1) 1,25" R (1) 2'' HPFF 5bP, II (Y) & (V) 51,atlonina
SPECIFICATIONS
SAFE
AVG.
NOMINAL
MIN. INSIDE
MINIMUM
MAXIMUM
WORKING
AVERAGE
OUTSIDE
BEND RADIUS
DUCT SIZE
DIAMETER
WALL
WALL
PULL
WEIGHT Ibs/ft
DIAMETER
STRENGTH
11/4
1.313inches
1.660+/-.005
1 0.1510
0.1710
17inches
19621bs
0.3120
COVER TOP VIEW 1\1nTFC-
EMS MARKER
ARMOCAST LOGO O
A,-39"
HEX HEAD BOLT DOWNS LOG
NON SKID SURFACE X 1 4' CAST IRON COVER
20K LOAD RATED HS20
W NO
HS20 CAST IRON COVER
175 LB I OA
12' 1 "I
12" MIN C C.
RING
MODIFICATIONS FROM 20K TO HS20
LOADING
1. REMOVE POLYMER CONCRETE FRAME.
2. UNBOLT AND REMOVE POLYMER
CONCRETE FRAME.
3. PLACE CAST IRON FRAME AND COVER
ON TOP OF THE FIR VAULT.
4. PLACERETE
T APPROVED COLOLAR INUR AROUNDCAOSTCRON FRAME.
Ro PTcH LIQ
LISTING GRAGE
4"
8"
P E 1-�
N-38''
1��
tl
ACKS
" TANGENTIAL
E HOLE (2X)
6 CODE HDPE TOP
6" MINIMUM
�~ 48" �I
MANHOLE WITH CAST IRON FRAME & COVER/HS20 CROSS SECTION
ENGINEERED AND DRAFTED BY: SWT
PAGE NOTES: TEMPLAR, INC PROJECT NUMBER ALL THE INFORMATION DWG NO.
TEMPLAR NCDOT/Smithfield WS_SMFNC_23526_RR PR THESE PLANS ARE
2111-103HARRODST. PROPRIETARY AND SHALL Dl 1
SCALE WINDSTREAM PROJECT NUMBER NOT BE REPRODUCED OR
INC • RALEIGH NC 27604 NTS WS_SMFNC_23526_RR DISCLOSED WITHOUT
WRITTEN CONSENT.

TYPICAL DETAIL "A"
CROSS SECTION OF PROPOSED HDPE& 6" STEEL CASING
E/W (1) 864ct SJR & (1) 96ct SASJ
(Y) & (V) Stationing
(1) 1.25" & (1) 2" HDPE SDR 11
96ct
C(
(V) Stationing Only
6" Steel SCH 40 Pipe
(1) 1.25" & (1) 2" HDPE SDR 11
NcII-FOC k 9 6 c 1 $ 9 $ J - F 0
TYPICAL DETAIL "B"
DIRECTIONAL BORE CROSS SECTION
FOR CONDUIT
00 "
NEUSE RIVER DIRECTIONAL BORE DETAIL "E"
(1) 6" Steel Casing E/W (1) 1.25" & (1) 2" HDPE E/W (2) FOC's
TEMPLARPAGE NOTES:
i mc_
& (1) 2" HDPE SDR 11
TYPICAL DETAIL "C"
DIRECTIONAL BORE CROSS SECTION
FOR CONDUIT PLACED BENEATH/PERPENDICULAR
TO EXISTING UTILITIES
EXISTING GRADE
_DTI -ATE I __ R I-1T�I 1 1
24' I -III —III —III —III —III —III EXISTING TELEPHONE CABLE
I I I -III -III -III -I I I -I I I
III=III=III=III=III=1 EXISTING GAS LINE
12'
60"
COVER —III—III—III—II
I I II III (1) 1.25" & (1) 2" HDPE SDR 11
00
G
TYPICAL DETAIL "D"
DIRECTIONAL BORE CROSS SECTION
FOR CONDUIT PLACED BENEATH/PERPENDICULAR
TO ROADWAY
00 "
& (1) 2" HDPE SDR 11
TYPICAL DETAIL "F"
DIRECTIONAL BORE TIE-IN DETAIL
10'
SETUP FOR SETUP FOR
EXISTING GRADE NORTH SOUTH
EXISTING GRADE
BACKFILL IN 6"
LAYERS WITH ROCK
REE MATERIAL AT60" 95%
��
COMPACTION
EXCAVATION PIT
RATE
ON R/W
DBORE
1 USE COMPRESSION COUPLERS TO CONNECT PIPES
TIE-IN STATION
BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO SOME
*ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER
POINT PAST THE INTENDED TIE-IN, THEN TURNED UP TO DAYLIGHT
IN DEPTH SHALL BE APPROPRIATELY BENCHED, SHORED,
OR SLOPED ACCORDING TO THE PROCEDURES AND
THE TIE-IN POINT IS EXCAVATED, PIPES CUT OFF WHERE THEY
REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION
CROSS EACH OTHER AT DESIGN, DEPTH, AND A HIGH PRESSURE
STANDARD, 29 CFR 1926.650, .651, AND .652.
COUPLER IS INSTALLED TO CONNECT THE TWO PIPES AT THE DESIGN DEPTH.
,V"
21 1 1-103 HARROD ST
RALEIGH NC 27604
NCDOT/Smithfield
SCALE
NITS
WS_SMFNC_23526_RR ON THESE PLANS ARE
PROPRIETARY AND SHALL
WINDSTREAM PROJECT NUMBER NOT BE REPRODUCED OR
WS_SMFNC_23526_RR DISCLOSED WITHOUT
1A/D1=CAI I" KICCAIT
on

1/\N /\.11a a a G\I m
50:1 MAX
14
a° ° . n
b° .
a .
a
6" �So
d°
L I 6" 1
12"
INTEGRAL CURB & SIDEWALK
5'-0" TYPICAL
a
50:1 MAX
4" d a.
d° 8�. a d
a d
STANDARD SIDEWALK
NOTE
1. CONCRETE SHALL BE CLASS 3000 IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS OF
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION. CONCRETE SHALL BE
"READY MIX" HAVING A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI AND BE AIR ENTRAINED.
2. SIDEWALK TO HAVE SCORING LINES (CONTRACTION JOINTS) AND EXPANSION JOINTS.
3. SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS OF
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION. SURFACE SHALL RECEIVE A
MEDIUM BROOM FINISH.
4. THE SUBGRADE SHALL BE THOROUGHLY COMPACTED TO 95 PERCENT OF THE STANDARD PROCTOR
DENSITY AND FINISHED TO A SMOOTH, FIRM SURFACE AND SHALL BE MOIST AT THE TIME THE CONCRETE IS
PLACED.
5. SIDEWALKS SHALL NOT CROSS DRIVEWAYS WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER.
TYPICALLY, THE CONTRACTOR SHALL INSTALL THE DRIVEWAY BEFORE THE SIDEWALK. IF INSTALLING THE
DRIVEWAY AFTER THE SIDEWALK IS IN PLACE, THE CONTRACTOR SHALL SAW CUT AND REMOVE THE
SIDEWALK FOR THE FULL WIDTH OF THE DRIVEWAY SECTION.
6. INTEGRAL CURB AND SIDEWALK IS NOT PERMISSIBLE FOR PUBLIC INFRASTRUCTURE.
PAVEMENT
SECTION PER
DETAIL
TEMPORARY SIDEWALK CLOSURE
SIDEWALK CLOSED
AHEAD
CROSS HERE
SIGNS ARE TO BE PLACED
AT THE NEAREST LEGAL
CROSSING TO THE WORK
DEWALK CLOSED
AHEAD
TRAFFIC DRUMS
ENGINEERED AND DRAFTED BY:SWT OR CONES
PAGE NOTES: NCDOT/Smithfield TEMPLAR, INC PROJECT NUMBER ALL THE INFORMATION DWG NO.
TEMPLAR WS_NCSMF_23526_RR PR THESE PLANS ARE
���� PROPRIETARY AND SHALL SW 1 1
2113-10~3 HARROD ST. SCALE EARTHLINK PROJECT NUMBER NOT BE REPRODUCED OR
INC. RALEIGH NC 27640 NTS DISCLOSED WITHOUT
WS NCSMF 23526 RR WRITTEN CONSENT.

THE CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE UTILITY
COMPANIES INVOLVED AND MAKE SATISFACTORY ARRANGEMENTS TO ADJUST
THE UTILITIES IN CONFLICT WITH THE PROPOSED WORK PRIOR TO BEGINNING
CONSTRUCTION.
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL
ENVIRONMENTAL REGULATIONS AND SHALL ABIDE BY ALL NECESSARY FEDERAL,
STATE, AND LOCAL ENVIRONMENTAL PERMITS, INCLUDING BUT NOT LIMITED TO,
THOSE RELATED TO SEDIMENT CONTROL, STORM WATER, WETLAND, STREAMS,
ENDANGERED SPECIES, AND HISTORIC SITES.
TRENCHING, BORE PITS, AND/OR OTHER EXCAVATIONS SHALL NOT BE LEFT OPEN
OR UNSAFE OVERNIGHT. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA
REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON SITE TO SUPERVISE
EXCAVATION AT ALL TIMES.
BACK FILLING OF TRENCHES IS TO BE ACCOMPLISHED IMMEDIATELY AFTER
PLACEMENT OF PIPE. BACK FILL IS TO BE PLACED IN 6 INCH LAYERS OR LESS WITH
EACH LAYER BEING THOROUGHLY TAMPED AND COMPACTED. CARE MUST BE
EXERCISED TO THOROUGHLY COMPACT THE MATERIAL AROUND AND OVER THE
PIPE. EACH LAYER WILL BE COMPACTED TO A DENSITY OF 95% AS DETERMINED BY
AASHTO METHOD T-99, IF REQUIRED BY THE ROADWAY OWNER. TRENCH SOIL (OR
SUBSTITUTED MATERIAL) MUST BE CAPABLE OF PRODUCING THE REQUIRED
COMPACTION.
VEGETATION COVER SHALL BE ESTABLISHED ON ALL DISTURBED AREAS IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE DIVISION OF ROADSIDE
ENVIRONMENTAL ENGINEERS.
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT POLICY
FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHT OF WAYS.
ANY DRAINAGE STRUCTURE DISTURBED OR DAMAGED SHALL BE RESTORED TO ITS
ORIGINAL CONDITION AS DIRECTED BY THE APPROPRIATE AUTHORITY.
ALL DRIVEWAYS ALTERED DURING CONSTRUCTION SHALL BE RETURNED TO A STATE
COMPARABLE WITH THE CONDITION OF THE DRIVEWAYS PRIOR TO
CONSTRUCTION.
RIGHT OF WAY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE
REFERENCED BY A REGISTERED LAND SURVEYOR AND RESET AFTER
CK07all1:llly1C1*0A
GENERAL NOTES
PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY IN ACCORDANCE WITH THE LATEST EDITION OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD). THIS
MANUAL IS VAILABLE ONLINE AT; HTTP://MUTCD.FHWA.DOT.GOV.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6.00AM
TO 9.00AM, AND FROM 4.00PM TO 7.00PM MONDAY THUR FRIDAY. TWO
WAY TRAFFIC WILL BE MAINTAINED AT ALL TIMES.
INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND
DWELLINGS AFFECTED BY THE PROJECT.
ANY WORK REQUIRING EQUIPMENT OR PERSONNEL WITHIN 5' OF THE EDGE
ON ANY TRAVEL LANE OF AN UNDIVIDED FACILITY, AND WITHIN 10' OF THE
EDGE OF ANY TRAVEL LANE OF A DIVIDED FACILITY, SHALL REQUIRE A
LANE CLOSURE WITH APPROPRIATE TAPERS.
NO MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF
ANY ROADWAY.
ALL ROAD SIGNS THAT ARE REMOVED FOR CONSTRUCTION SHALL BE
RESTORED AS SOON AS POSSIBLE.
DURING NONWORKING HOURS, EQUIPMENT SHALL BE REMOVED FROM
THE RIGHT OF WAY.
EXCAVATION MATERIAL SHALL NOT BE PLACED ON THE PAVEMENT.
DRAINAGE STRUCTURES SHALL NOT BE BLOCKED WITH EXCAVATION
MATERIALS.
MANHOLES AND/OR VAULTS SHALL NOT BE PLACED IN THE DITCH LINE,
SIDE SLOPES OF THE DITCHES OR IN THE PAVEMENT.
ALL MANHOLES, SPLICE BOXES, AND/OR VAULTS WITHIN THE RIGHT OF
WAY SHALL BE OF A PRE- APPROVED DESIGN BY THE OWNER OF THE
ROADWAY.
PROPOSED TRAFFIC BEARING MANHOLES AND COVERS SHALL BE FLUSH
MOUNTED AND SHALL BE OF A NCDOT APPROVED DESIGN FOR HS-20
LOAD RATING.
ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE
CODES OR REQUIREMENTS OF ANY REGULATING GOVERNMENT AGENCY,
EARTHLINK BUSINESS, AND THE RIGHT OF WAY GRANTOR.
LOCATIONS OF SOME PHYSICAL FEATURES WERE OBTAINED FROM DATED
EVALUATION MAPS, GIS, OR OTHER DRAWINGS AND MAY NOT BE SHOWN OR
DEPICTED ON THESE DRAWINGS.
EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN AND THEREFORE MUST BE
LOCATED IN ADVANCE OF ANY CONSTRUCTION, SO THAT CHANGES IN
FACILITY PLACEMENT CAN BE MADE IN THE EVENT OF A CONFLICT.
ALL BURIED OBSTRUCTIONS ENCOUNTERED ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR IF DAMAGED.
LOCATE TICKETS MUST BE ACTIVE BEFORE CONSTRUCTION MAY BEGIN. CALL,
NC811.
ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE PAVEMENT,
CURBS, GUTTERS, WALKS, DRAINAGE DITCHES, EMBANKMENTS, SHRUBS, TREES,
GRASS SOD, ETC., IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR, AND ARE TO BE RESTORED TO ORIGINAL CONDITION.
THE PRIMARY METHOD OF FACILITY PLACEMENT FOR THIS PROJECT IS
DIRECTIONAL BORE. IN AREAS WHERE OPEN TRENCH/PLOW IS FEASIBLE IT MAY
BE UTILIZED. NO MATTER OF THE PLACEMENT METHOD, ALL CONSTRUCTION
SHALL ADHERE TO THE GUIDELINES, PRACTICES AND REQUIREMENTS OF THE
RIGHT OF WAY GRANTOR.
SHORING OF BORE PITS AND TRENCHES IN ACCORDANCE WITH OSHA
REGULATIONS IS MANDATORY.
BURIED CABLE MARKERS WILL BE PLACED AT ALL UNDERGROUND UTILITY
STRUCTURES AND ALL OTHER LOCATIONS IN ACCORDANCE WITH THE POLICIES
OF EARTHLINK.
ALL CONDUIT WILL BE HDPE SDR 1 1 OR AS SPECIFIED.
UNDERGROUND CONDUIT WILL BE PLACED AT 42" MINIMUM COVER ABOVE
CONDUIT, UNLESS OTHERWISE SPECIFIED ON THE CONSTRUCTION DRAWINGS.
Know what's below.
Call before you dig.
ENGINEERED AND DRAFTED BY: SWT
PAGE NOTES: NCDOT/Smithfield TEMPLAR, INC PROJECT NUMBER ALL THE INFORMATION DWG NO.
TEMPLAR WPR THESE PLANS ARE WS_NCSMF_23526_RR ON THESE PLANS
NARE
windrtream NOT BE REPRODUCED OR GN 1
SCALE WINDSTREAM PROJECT NUMBER
INC • RAI3-103 LEIGH NCRROD�ST. DISCLWRITTESED N CONSENT.
NTS W S_N CS M F_23526_R R

SMITHFIELD, NORTH CAROLINA
JOHNSTON, COUNTY
WORK AREA ON SHOULDER
(2- TO 6- FROM PAVEMENT)
2' MIN. TO 6' MAX. FROM
EDGE OF PAVEMENT
0
(40')
NOTES:
1. IF WORK AREA AND EQUIPMENT ARE CLOSER THAN 2' TO THE EDGE OF PAVEMENT,
THEN USE OTHER APPLICABLE DIAGRAMS.
2. SPACING - 35 M.P.H. OR LESS (SPACING) - ABOVE 35 M.P.H.
3. WHEN EXCAVATING WITHIN 4' OF THE EDGE OF PAVEMENT, THE ADJACENT LANE
SHOULD BE CLOSED TO TRAFFIC USING OTHER APPLICABLE DIAGRAMS UNLESS
BRACING OR SHORING IS USED.
4. TYPE III BARRICADE REQUIRED ONLY IF WORK ZONE IS LEFT UNATTENED OVERNIGHT.
TRAFFIC SAFETY
■
LEGEND
O
CONES/DRUMS
SIGNS
--
TYPE III
BARRICADE
WORK AREA
_
ARROW PANEL
TEMPLAR
PAGE NOTES:
+,+��•
21 13-103 HARROD ST.
NCDOT/Smithfield
I EMNLAK, IN(; HKOJEG I NUMBER
WS_NCSMF_23526_RR
ALL THE INFORMATION
PR THESE PLANS ARE
PROPRIETARY AND SHALL
NOT BE REPRODUCED OR
DISCLOSED WITHOUT
DWG NO.
LCl
SCALE
EARTHLINK PROJECT NUMBER
I�
RALEIGH NC 27640
NTS
WS_NCSMF_23526_RR
WRITTEN CONSENT.

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Guard Rail Post
T RO
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TEMPLAR
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