20201438 Ver 1_B6053 Prelim UC_20201130

CMP 15"
CONC PAD
SEWER PUMP HOUSE INV 15" OUT= 3.15'
INV 15" IN= 3.17'
TOP= 5.77'
EXISTING R/W
EXISTING R/W EXISTING R/W
23.5' PAVED ROADWAY
23.5' PAVED ROADWAY
BRECK AND TAYLOR, LLC
DB 758 PG 320
DB 758 PG 314
DB 608 PG 511
DB 607 PG 286
PIN: 891309075124
LONG, FRANCES T & RONNIE W
DB 1067 PG 18
DB 1288 PG 156
PIN: 890312979203
PIN: 891309071335
DB 1339 PG 578
DOSHEN, JOSHUA
DB 515 PG 53
PIN: 891309062879
RANHORN, THOMAS L & RHONDA M
PROVIDENCE ROAD PROVIDENCE ROAD
EXISTEXIST.02.02.02.02VICINITY MAP
(NOT TO SCALE)
OFF SITE DETOUR
-L- POT STA. 11+75.33
BEGIN BRIDGE
-L- POT STA. 12+22.67
END BRIDGE
S HUGHES BLVD.
TO US 17
TO BONNER DR.
10+00
-L- POC STA. 10+65.00
BEGIN PROJECT B-6053
-L- POC STA. 13+35.00
END PROJECT B-6053
344
17
17
BUS
City Limit
S Hughes Blvd
PROJECT
BEGIN
LOCATION
SITE
PROJECT
PROJECT
ENDProvidence Rd
Lexington Dr
Bonner DrCreekKnobbsBlv
dHalstea
d
Halstead Blvd Ext
W Ehringhaus St
KNOBBS CREEK-L-
SANFORD DR
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS09/08/998/5/2020\\ad.rkk.com\fs\Cloud\Projects\2019\19321_B6053\Design\Utilities\Engineering\UC\Proj\Sheets\B6053_ut_tsh_UC1_psh.dgnFkeys

SEAL
0
GRAPHIC SCALES
PLANS
SHEET NO.
UC-1
UTILITY CONSTRUCTION PLANS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
T.I.P. NO.
25
INDEX OF SHEETS
ZACK ELLERBY CONSULTANT CONTACT #3
CONSULTANT CONTACT #1
CONSULTANT CONTACT #2
PREPARED IN THE OFFICE OF
UNTIL ALL SIGNATURES ARE COMPLETED
DOCUMENT NOT CONSIDERED FINAL
B-6053
PASQUOTANK COUNTY TIP PROJECT: B-6053NAD 83/ 2011 Knobbs Creek in Elizabeth City
LOCATION: Bridge No. 690034 on Providence Road over
(B) SANITARY SEWER - ELIZABETH CITY
(A) WATER - ELIZABETH CITY
ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA RELOCATIONS
TYPE OF WORK: WATER AND SEWER
UC-4
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ELIZABETH CITY.
OWNER ON PROJECT
WATER AND SEWER
HOWARD WOODALL, PE
BRYAN BADEY, PE
20 20 40
UC-4
UC-3A
UC-3
UC-2
UC-1
SHEET NO.:
& PROFILE
UTILITY RELOCATION PLAN
DETAILS
NOTES
UTILITY SYMBOLOGY
TITLE SHEET
DESCRIPTION:
0
PROFILE (VERTICAL)
00 1010 2015
0
PROFILE (HORIZONTAL)
0 5050 10055
AR
AR
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
8/5/2020\\ad.rkk.com\fs\Cloud\Projects\2019\19321_B6053\Design\Utilities\Engineering\UC\Proj\Sheets\B6053_ut_symbols_UC2.dgnFkeys5/14/99UTILITIES PLAN SHEET SYMBOLS
(Type as Shown)
Designated Utility Line
REV: 2/1/2012
PROJECT REFERENCE NO.SHEET NO.
B-6053 UC-2
RFH
RWM
PWM
GV
REM WM
PS(W)
LS
LS/BP
BV
TGV
PFH
BO
RRPZ
RBFP
PRPZ
PBFP
REM FH
TEL PED
AR
UV
CP
SP
PS(SS)
HH
T
C
11‚ Degree Bend
22• Degree Bend
45 Degree Bend
90 Degree Bend
Plug
Cross
Tee
Reducer
Relocate Fire Hydrant
Relocate Water Meter
Gate Valve
Remove Water Meter
Line Stop
Line Stop with Bypass
Butterfly Valve
Tapping Valve
Blow Off
Relocate DCV Backflow Preventer
Relocate RPZ Backflow Preventer
Remove Fire Hydrant
Utility Pole with Base
Underground Power Line
Power Pole
Telephone Pole
Joint Use Pole
Telephone Pedestal
Thrust Block
NOTE
Trenchless Installation
Encasement by Open Cut
Encasement
PAY ITEM
Plan Note
Pay Item Note
Underground Telephone Cable
Underground Telephone Conduit
Underground Fiber Optics Telephone Cable
Aboveground Water Line
Underground TV Cable
Underground Water Line
Underground Fiber Optics TV Cable
Underground Gas Pipeline
Aboveground Gas Pipeline
Underground Gravity Sanitary Sewer Line
Aboveground Gravity Sanitary Sewer Line
Underground SS Forced Main Line
Underground Unknown Utility Line
*
*
*
*
*
*
*
*
*
*
Water Manhole
Power Manhole
Telephone Manhole
Sanitary Sewer Manhole
SUE Test Hole
H-Frame Pole
Hand Hole for Cable
Power Transformer
Telephone Pedestal
CATV Pedestal
Gas Valve
Gas Meter
Located Miscellaneous Utility Object
Abandoned According to Utility Records
End of Information
Power Transmission Line Tower
*
A/G Sanitary Sewer
A/G Water
PROPOSED WATER SYMBOLS
Water Line (Sized as Shown)
Water Meter
Fire Hydrant
Water Pump Station
RPZ Backflow Preventer
DCV Backflow Preventer
(Sized per Note)
Manhole
Sewer Pump Station
PROPOSED SEWER SYMBOLS
(Type as Shown)
Utility Line Drawn from Record
(Type as Shown)
Designated Utility Line
(Sized as Shown)
Gravity Sewer Line
(Sized as Shown)
Force Main Sewer Line E.O.I.
AATUR
(Type as Shown)
Utility Line by Others
Air Release Valve
Utility Vault
Concrete Pier
Steel Pier
For Existing Utilities
PROPOSED MISCELLANOUS UTILITIES SYMBOLS
EXISTING UTILITIES SYMBOLS
Sanitary Sewer Cleanout
Fire Hydrant
Water Valve
Water MeterTPower Pole
Telephone Pole
Joint Use Pole
Utility Pole
WPTA/G Gas
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION5/14/998/5/2020DEPARTMENT.
ALLOWED, BUT ARE NOT BINDING UPON THE
OR IS SECONDARY TO THIS CONTRACT ARE
WORK THAT IS NOT PART OF THIS CONTRACT
UTILITY OWNER AND CONTRACTOR FOR THE
ENGINEER. AGREEMENTS BETWEEN THE
CONTRACT UNLESS AUTHORIZED BY THE
NOT BINDING UPON THE DEPARTMENT OR THIS
THE CONTRACTOR AND UTILITY OWNER ARE
COMMUNICATIONS AND DECISIONS BETWEEN
ADMINISTRATIVE AUTHORITY.
CONSTRUCTION CONTRACT AND HAS
THE DEPARTMENT. THE DEPARTMENT OWNS THE
UTILITY FACILITIES AFTER ACCEPTANCE BY
UTILITY FACILITIES AND WILL OWN THE NEW
4. THE UTILITY OWNER OWNS THE EXISTING
INSPECTION OF CONSTRUCTION AND TESTING.
PROGRESS AND PROVIDE OPPORTUNITY FOR
REPRESENTATIVES INFORMED OF WORK
INTERRUPTION. KEEP UTILITY OWNERS'
AND ONE WEEK PRIOR TO SERVICE
WEEKS PRIOR TO COMMENCEMENT OF ANY WORK
PERSONNEL AND THE UTILITY OWNER TWO
CONSTRUCTION. NOTIFY DEPARTMENT
REPRESENTATIVES TO ALL PHASES OF
PERSONNEL AND THE OWNER'S
5. PROVIDE ACCESS FOR THE DEPARTMENT
GENERAL NOTES:
DIRECTED.
FIT THE ACTUAL CONDITIONS, OR AS
INDICATED ON THE PLANS, AS REQUIRED TO
WORK TO THE EXISTING SYSTEM WHERE
7. MAKE FINAL CONNECTIONS OF THE NEW
STANDARD SPECIFICATIONS.
RECORDS" IN SECTION 1500 OF THE
PROJECT. SEE 1500-7, " SUBMITTALS AND
APPROVED PRIOR TO DELIVERY TO THE
9. ALL UTILITY MATERIALS SHALL BE
NECESSARY.
WEEKENDS, AT NIGHT, AND ON HOLIDAYS IF
REQUIREMENTS. MAKE CONNECTIONS ON
ACCORDANCE WITH THE UTILITY OWNER'S
ENDANGERING THE UTILITY SERVICE, AND IN
CONVENIENT TO THE PUBLIC, WITHOUT
AND PROPOSED UTILITIES AT TIMES MOST
8. MAKE CONNECTIONS BETWEEN EXISTING
PROJECT SPECIFIC NOTES:
CAST-IN-PLACE BOTTOM
SEWER MANHOLE WITH
1525.06 PRECAST CONCRETE SANITARY
LIST OF STANDARD DRAWINGS
UTILITY CONSTRUCTION
\\ad.rkk.com\fs\Cloud\Projects\2019\19321_B6053\Design\Utilities\Engineering\UC\Proj\Sheets\B6053_ut_notes_UC3.dgnFkeysAPPLICABLE PLUMBING CODES.
PERFORM ALL WORK IN ACCORDANCE WITH THE
RESOURCES, WATER QUALITY SECTION.
ENVIRONMENT QUALITY, DIVISION OF WATER
NORTH CAROLINA DEPARTMENT OF
OF THE RULES AND REGULATIONS OF THE
LINES TO BE INSTALLED WITHIN COMPLIANCE
PUBLIC WATER SUPPLY SECTION. ALL SEWER
DIVISION OF WATER RESOURCES,
DEPARTMENT OF ENVIRONMENTAL QUALITY,
REGULATIONS OF THE NORTH CAROLINA
WITHIN COMPLIANCE OF THE RULES AND
3. ALL WATER LINES TO BE INSTALLED
COST TO THE DEPARTMENT.
OR BETTER CONDITION AT NO ADDITIONAL
TO EXISTING FACILITIES TO THE ORIGINAL
FACILITIES. REPAIR ANY DAMAGE INCURRED
AND FOR AVOIDING DAMAGE TO EXISTING
CONSTRUCTION OF THE PROPOSED UTILITIES
FACILITIES AS NECESSARY FOR THE
AND TYPE MATERIAL OF THE EXISTING
DETERMINING THE EXACT LOCATION, SIZE,
UTILITIES. MAKE INVESTIGATIONS FOR
TYPE OF MATERIAL FOR ALL EXISTING
INFORMATION FOR THE LOCATION, SIZE, AND
6. THE PLANS DEPICT THE BEST AVAILABLE
STRUCTURES" DATED JANUARY 2018.
SPECIFICATIONS FOR ROADS AND
TRANSPORTATION'S "STANDARD
OF THE NC DEPARTMENT OF
SHALL MEET THE APPLICABLE REQUIREMENTS
1. THE PROPOSED UTILITY CONSTRUCTION
WETLANDS, OR BUFFER ZONES.
NO DAMAGE IS ALLOWED TO RIVER,
NORTH CAROLINA PROFESSIONAL ENGINEER.
BORE DESIGNED AND SEALED BY A LICENSED
CONTRACTOR'S RESPONSIBILITY TO HAVE
TRENCHLESS INSTALLATION. IT IS
STANDARD SPECIFICATIONS CONCERNING
TO SECTIONS 102, 107, AND 1550 OF THE
1. CONTRACTOR'S ATTENTION IS DIRECTED
FROM THE TIME OF INSTALLATION.
OTHER PIPE OR FITTINGS FOR ONE WEEK
WITH WATER AND NOT BE CONNECTED TO ANY
DIRECTIONAL DRILL. IT SHALL BE FILLED
2. IF HDPE PIPE IS INSTALLED BY
PROJECT REFERENCE NO.SHEET NO.
B-6053 UC-3
AT [e-mail].
ELIZABETH CITY IS AMANDA C. BOONE, PE
ELIZABETH CITY. THE CONTACT PERSON FOR
2. THE EXISTING UTILITIES BELONG TO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
R/W SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY
1101.02 ROADWAY CLOSURE DETAILS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION5/14/99PROJECT TYPICAL DETAILS
\\ad.rkk.com\fs\Cloud\Projects\2019\19321_B6053\Design\Utilities\Engineering\UC\Proj\Sheets\B6053_ut_notes_UC3a.dgn8/5/2020FkeysPROJECT REFERENCE NO.SHEET NO.
B-6053 UC-3A
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
R/W SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
UTILITY
DETAILS TO BE ADDED FOR FINAL DESIGN
GREU TL-2
GREU TL-2
GREU TL-2
GREU TL-2
-L- PRC Sta. 10+89.55
-L- PT Sta. 11+64.90
-L- PC Sta. 12+96.96
-L- PT Sta. 13+30.75-L- POT Sta. 10+00.00
-L- POC Sta. 13+35.00
END PROJECT B-6053
-L- POC Sta. 10+65.00
BEGIN PROJECT B-6053
-L- PC Sta. 10+35.00
-L- PC Sta. 13+51.16
-L- PT Sta. 14+85.48
TYPE B-83
TYPE B-83TYPE B-83
TYPE B-83
SIDEWALK
EIPS S
S S SWM
CMP 15"
CONC PAD
SEWER PUMP HOUSE
BURIEDEND S
INV 15" OUT= 3.15'
INV 15" IN= 3.17'
TOP= 5.77'
EXISTING R/W
EXISTING R/W EXISTING R/W
EIP32" PINE
BRIDGE SEAT ELEVATION= 4.50'
23.5' PAVED ROADWAY
23.5' PAVED ROADWAY 99.00'BRECK AND TAYLOR, LLC
DB 758 PG 320
DB 758 PG 314
DB 608 PG 511
DB 607 PG 286
PIN: 891309075124
LONG, FRANCES T & RONNIE W
DB 1067 PG 18
DB 1288 PG 156
PIN: 890312979203
PIN: 891309071335
DB 1339 PG 578
DOSHEN, JOSHUA
DB 515 PG 53
PIN: 891309062879
RANHORN, THOMAS L & RHONDA M
4.369'
INV
PROVIDENCE ROAD PROVIDENCE ROAD
MIN
10.0'
3.0'
APPROX.
3.0'
APPROX.
MIN
10.0'
3.0'
APPROX.
3.0'
APPROX.
F
F
F
F
F
F
F
F
F
FF
F
6" DIP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTIONNAD
83/ 2011B-6053
8/17/998/5/2020\\ad.rkk.com\fs\Cloud\Projects\2019\19321_B6053\Design\Utilities\Engineering\UC\Proj\Sheets\B6053_ut_rdy04_UC04_psh.dgnFkeysUC-4
-SL-1-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
R/W SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT REFERENCE NO.SHEET NO.
UTILITY
-WL-1-
10
0
-10
-20
-30
-40
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+0010+00
-40
-30
-20
-10
0
10
-40
-30
-20
-10
0
10
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
-40
-30
-20
-10
0
10
AND OFFSETS SHOWN ARE APPROXIMATE.
MATCH FIELD CONDITIONS. STATIONS
ADJUST ENTRY AND EXIT POINTS TO
NOTE:
AND OFFSETS SHOWN ARE APPROXIMATE.
MATCH FIELD CONDITIONS. STATIONS
ADJUST ENTRY AND EXIT POINTS TO
NOTE:
0
PLANS
2520 20 40
0
PROFILE (VERTICAL)
00 1010 2015
0
PROFILE (HORIZONTAL)
0 5050 10055
0
PROFILE (VERTICAL)
00 1010 2015
0
PROFILE (HORIZONTAL)
0 5050 10055
10+00
11+00 12+00
1
3
+
0
0
14+00
10+00
11+
0
0
12+00
13+00
14+00
AND BENDS
WITH DIP/HDPE ADAPTER
TIE IN TO EXISTING 4" FSS
AND BENDS
WITH DIP/HDPE ADAPTER
TIE IN TO EXISTING 4" FSS
AND BENDS
WITH DIP/HDPE ADAPTER
TIE IN TO EXISTING 6" WL
AND BENDS
WITH DIP/HDPE ADAPTER
TIE IN TO EXISTING 6" WL
BEGIN HDD RELOCATION 10+28 -SL-1-
20' MIN. PIPE RESTRAINT
BEGIN HDD RELOCATION 10+33 -WL-1-
END HDD RELOCATION 13+75 -SL-1-
13+70 -WL-1-
END HDD RELOCATION10' MIN. (TYP.)AR
AR
BASED ON FIELD CONDITIONS.
ACTUAL QUANTITY AND TYPE OF FITTINGS WILL VARY
FITTING ON THIS PLAN SHEET IS XXXX POUNDS. THE
THE ESTIMATED QUANTITY OF DUCTILE IRON SEWER PIPE
SUBARTICLE 1550-3(B) OF THE STANDARD SPECIFICATIONS.
THE STATE OF NORTH CAROLINA, AS REQUIRED BY
INSTALLATION CERTIFIED BY AN ENGINEER LICENSED BY
INSTALLATION, PROVIDE A DESIGN FOR THE TRENCHLESS
PRIOR TO COMMENCING WORK ON ANY TRENCHLESS
OF 8" HDPE DR-9 WATER
336 LF DIRECTIONAL DRILLING
OF 6" HDPE DR-9 FSS
347 LF DIRECTIONAL DRILLING
ABANDON 345 LF OF 4" FSS
APPROX. 30' RT. OF -L-
SHORING10' MIN. TO BRIDGE
APPROX. 30' LT. OF -L-
SHORING10' MIN. TO BRIDGE
6" WLABANDON 333 LF OF
TO EXISTING CONDITIONS
AND RESTORE PAVEMENT
DIA. MANHOLE 10+10
INSTALL ARV IN 4'
TO EXISTING CONDITIONS
AND RESTORE PAVEMENT
DIA. MANHOLE 13+90
INSTALL ARV IN 4'
EXISTING GROUND= -L- 13+85.91/13.63' LT.15° ENTRY ANGLE
EXISTING 4" SEWERBORE EXIT STA 13+87BOTTOM EL.= -9.52'
SCOUR
OVERTOPPING
THEORECTICAL
FORCE MAIN SEWER
347 LF OF 6" HDPE
FLAT TOP
RIM EL. = 4.65'
STA. 10+10 SL-1
PROP. 4' DIA MH. #1
-SL-1- STA. 10+28
BEGIN RELOCATION = -L- 10+18.37/13.62' LT.BORE EXIT STA 10+18-SL-1- STA. 13+75
END RELOCATION
SEWER
EXISTING 4"
AND BENDS
DIP/HDPE ADAPTER
4" FSS WITH
TIE TO EXISTING
AND BENDS
WITH DIP/HDPE ADAPTER
TIE TO EXISTING 4" FSS
EXISTING GROUND
-WL-1- STA. 10+33
BEGIN RELOCATION
BOTTOM EL= -9.52'
SCOUR
OVERTOPPING
THEORECTICAL
AND BENDS
WITH DIP/HDPE ADAPTER
TIE TO EXISTING 6" WL
WATER LINE
EXISTING 6"
15° ENTRY ANGLE
WATER LINE
EXISTING 6"
AND BENDS
DIP/HDPE ADAPTER
6" WL WITH
TIE TO EXISTING
WATER PIPE
336 LF OF 8" HDPE
-WL-1- STA. 13+70
END RELOCATION
FLAT TOP
RIM EL. = 5.39'
STA. 13+90 WL-1
PROP. 4' DIA MH. #1
= -L-10+20.27/12.57' RTBORE ENTRY STA. 10+21= -L-13+78.17/13.04' RTBORE EXIT STA. 13+81Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]