NCDOT 81-19 Authorizations Cow Horn & Batchelors Delight Swamp

•
ROY COOPER +
Governor r
ELIZABETH S.B1SER
Secretory
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality /I TF- �- �
IG �lc�' rnk�eC' O
October 12, 2021 di)
scaWi1\ S Z n 07
Ms. Anneliese Westphal � 4 �f
Environmental Senior Specialist ��� a �S
Division Three
N. C. Department of Transportation
5501 Barbados Boulevard
Castle Hayne,NC 28429-5647
RE: Letter of Authorization, CAMA Major Development Permit No. 81-19,
Improvements to SR 1308 (Gum Branch Road), Onslow County
Dear Ms. Westphal:
This letter is in response to the N.C. Department of Transportation(NCDOT) request dated
August 30, 2021, including a cover letter, narrative description, updated stormwater management
plan, and the following updated workplan drawings (126):
1) Wetland and Surface Water Impacts (22): 4 dated 8/12/21; 3 dated 8/10/21; 2 dated
4/24/19; 1 dated 4/12/19; 7 dated 4/11/19; 3 dated 2/20/19; and 2 dated 2/14/19.
2) Utility Construction(26): 2 dated 8/11/21; 2 dated 6/14/21; 10 dated 5/26/21; 1 dated
4/21/20; 10 dated 4/15/20; and 1 dated 2/28/19.
3) Utility by Others (18): 17 dated 8/10/21; and 1 dated 8/12/21.
4) Roadway Design (60): 1 dated received 8/30/21; 3 dated 8/18/21; 3 dated 7/2/21; 40
dated 6/15/21; 1 dated 1/23/19; 1 dated 12/5/17; and 1 dated 6/26/17.
According to the NCDOT request, the above noted workplan drawings have incurred revisions
including but not limited to the drainage designs,right-of-way/easements, utility designs,
updated labels, and updated contact information. The requested revisions would not result in any
additional impacts to wetlands or open waters. Due to the large number of drawings that contain
changes, the NCDOT request includes a complete set of updated drawings to replace all of the
workplan drawings currently authorized by CAMA Major Permit 81-19, which was originally
issued on October 14, 2019.
D E Q North
head CarolinaCityOf Departmentfi1400 ofCommerce EnvironmentalAvenue Quality I DivisionMoorehead of Coastal Management
ce City.North Carolina 28557
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N.C. Department of Transportation
Letter of Authorization—Permit#81-19
Page 2 of 2
Please be advised that through this Letter of Authorization, DCM conveys its determination
that the revisions and updated drawings as described in the NCDOT request dated August 30,
2021 are consistent with existing State rules and regulations and are in keeping with the original
purpose and intent of CAMA Permit No. 81-19.
This letter shall be attached to the original of CAMA Permit No. 81-19, which was issued on
October 14, 2019, and copies of both documents shall be readily available on-site when a DCM
representative inspects the project for compliance. All conditions and stipulations of the
active permit shall remain in force unless altered herein. This approval does not eliminate the
need to obtain any additional permits, approvals or authorizations that may be required.
Please contact Stephen Lane at [phone] ext. 208 or Cathy Brittingham at(919) 707-9149
if you have any questions or concerns.
Sincerely,
,/.7444/441
Jonathan Howell
Major Permit Coordinator
cc: Brad Shaver, USACE
Hannah Sprinkle, NCDWR
Mark Brown, PWSS
D_E Q.�_ North Caroli�Department of Environmental Quality I Division of Coastal Management
®� Morehead Cit Office 1400 Commerce Avenue i Moorehead City.North Carolina 28557
C*1.1.CANJfmo \
o.°'+�n"b`"H�nsWour�gr\V/�/ 252.808.2808

Brittingham, Cathy
From: Westphal, Anneliese
Sent: Wednesday, October 13, 2021 5:52 PM
To: Brittingham, Cathy
Cc: Lane, Stephen; Brad Shaver; Sprinkle, Hannah H; Brown, Mark A
Subject: RE: U-4906, Gum Branch Road, LOA CAMA Permit 81-19
Hi Cathy Brittingham,
Thank you so much for the Letter of Authorization for CAMA Major Permit 81-19. I do not have questions at this time!
Anneliese Westphal
Environmental Senior Specialist
Division 3
NCDOT- Division of Highways
910 341 2000 office
910 604 1330 mobile
910 675 0143 fax
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429-5647
7 " _ A
From: Brittingham, Cathy<[e-mail]>
Sent:Tuesday, October 12, 2021 1:20 PM
To:Westphal, Anneliese <[e-mail]>
Cc: Lane, Stephen<[e-mail]>; Brad Shaver<[e-mail]>; Sprinkle, Hannah
H <[e-mail]>; Brown, Mark A<[e-mail]>
Subject: U-4906, Gum Branch Road, LOA CAMA Permit 81-19
Hello,
Attached please find a Letter of Authorization for CAMA Major Permit 81-19 authorizing a complete set of updated
drawings to replace all of the workplan drawings currently authorized by CAMA Major Permit 81-19, which was
originally issued on October 14, 2019. According to the NCDOT request,the workplan drawings have incurred revisions
including but not limited to the drainage designs, right-of-way/easements, utility designs, updated labels,and updated
contact information. The requested revisions would not result in any additional impacts to wetlands or open waters.
Please let me or Stephen Lane know if you have any questions or concerns.
Sincerely,
Cathy Brittingham
Cathy Brittingham,Transportation Project Coordinator
N.C. Division of Coastal Management
1

Brittingham, Cathy
From: Lane, Stephen
Sent: Friday, September 10, 2021 9:32 AM
To: Brittingham, Cathy
Subject: FW: U-4906 Improvements to SR 1308 Gum Branch Rd. request for modification
Attachments: U-4906_CAMAcoverletter_Permit 81-19mod_20210830.pdf; U-4906_Attachment_mod_
20210830.pdf
FYI.
From: Westphal, Anneliese<[e-mail]>
Sent: Monday,August 30, 2021 3:06 PM
To: Lane, Stephen<[e-mail]>
Cc: Herndon,T. Mason <[e-mail]>
Subject: U-4906 Improvements to SR 1308 Gum Branch Rd. request for modification
Stephen,
The department would like to request a modification to the existing DCM permit for the subject project in Onslow
County. I anticipate that this can be accomplished with a "letter of refinement" or a "letter of authorization." I have
attached a scanned copy of the cover letter request and also a list of changes which have occurred on each plan
set. Since the revised plan sets are fairly large files, I will send the revised plans sets in subsequent emails and I will also
send them to you via FTS (file transfer system).
Please let me know if you have any questions or if you need additional information.
Thank you for your help,
Anneliese
Anneliese Westphal
Environmental Senior Specialist
Division 3
NCDOT- Division of Highways
910 341 2000 office
910 604 1330 mobile
910 675 0143 fax
awestphal(c�ncdot.gov
5501 Barbados Blvd
Castle Hayne, NC 28429-5647
, t,
4
itil # c
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

�57A1i.,
t,-47T-
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
August 30, 2021
Mr. Stephen Lane
Coastal Management Representative,Transportation Projects
Division of Coastal Management
400 Commerce Ave.
Morehead City,NC 28557
Subject: CAMA Major Permit No. 81-19 Modification Request for TIP:U-4906
Improvements to SR 1308 Gum Branch Rd in Onslow County
WBS number: 40255.1.1
Dear Mr.Lane:
The North Carolina Department of Transportation(NCDOT)requests the modification of Major
Development permit number 81-19, issued on October 14,2019,for the subject project.
Revisions to the following plan sets have occurred:
1. Wetland and Surface Water Impacts
2. Roadway Design
3. Utility Construction
4. Utilities by Others
A narrative description of the changes in each plan set type,as well as the revised plan sets have
been included as attachments.
If you have any questions,please do not hesitate to contact me at awestphalancdot.gov or 910-
341-2037.
Sincerely,
Anneliese Westphal
Division 3 Environmental Senior Specialist
Attachments
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 5501 BARBADOS BOULEVARD
DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE,NC 28429-5647
5501 BARBADOS BOULEVARD
CASTLE HAYNE,NC 28429-5647 Website:ncdot.gov

U-4906 Attachment:
Revisions to Wetland and Surface Water Impacts (Permit Drawings):
Note:The following revisions do not change the impacts reported in the wetland and surface
water impacts summary.
1. SMP Sheet 1 of 3—Replaced Matt Foster with James Byrd.
2. Sheets 2 and 3 of 22—extended CAMA Buffer Lines across SR 1308.
3. Sheets 17 and 18 of 22—extended CAMA Buffer Lines across SR 1308.
4. Sheets 17 and 18 of 22—Proposed UO and UC are shown.
5. Sheets 19 and 20 of 22—Extended CAMA Buffer Lines across SR 1308.
6. Sheets 19 and 20 of 22—Proposed UO and UC are shown.
7. Sheets 19 and 20 of 22—Updated drainage designs and right-of-way are shown.
Revisions to Roadway Design plans:
Note:The following revisions were due to changes in right-of-way or easements and drainage
changes.
1. Sheet 14—Revision to PDE right of-L-Sta. 173+00 and added note regarding vinyl fence.
2. Sheet 18-Modified the right-of-way at the intersection of SR 1308(Gum Branch Rd.)
and SR 1316(Rhodestown Rd).
3. Sheet 25-Added TCE right of-L1-Sta. 72+50
4. Sheet 26—Added TCE on parcels 80, 81, and 82.
5. Sheet 26—Revised junction box and 24" RCP in the vicinity of-L1-Sta. 81+00
Revisions to Utility Construction (UC) plans:
Note:The following revisions for UC plans were based on the redesign of 3 water lines from open
trench to horizontal directional drill due to concerns of constructability and safety.
1. Sheet UC-09- Revisions to W3,W5, and W6.
2. Sheet UC-14- Revised HDD profiles for W3 and W6.
3. Sheet UC-15- Revised HDD profiles for W5.
4. Additional items that changed are the design firm's name and spelling errors.
Revisions to Utility by Others (UO) plans:
Note: Many of the changes in the UO plans are due to Lumens' (formerly Century Link) design
changes and the addition of Conterra to the plan set. Conterra was installed after the survey for
the U-4906 project, and therefore was not shown on the originally submitted plan set.
UO-1 (Title Sheet)
• UO Sheets layout changed.
• Design firm block was changed to Weston &Sampson and project utility coordinator
changed.
• NCDOT Utilities contacts changed.
UO-2
• Weston &Sampson information block added near title block.
• NOTE: had the word "proposed" added.
• "CHARTER ABANDONED" labels added.

• "TELEPHONE AND CATV PED TO BE REMOVED" label changed to "CHARTER PED
REMOVED"
UO-3
• New UBO sheet number matching roadway sheet 6.
• "EXISTING CHARTER UG POWER SUPPLY" identified.
• "CHARTER ABANDONED" identified.
UO-4
• New UBO sheet number matching roadway sheet 7.
• "CONTERRA" FO line identified.
• "CONTERRA HAND HOLE" identified.
UO-5 (original UO-3)
• Weston &Sampson information block added near title block.
• NOTE: had the word "proposed" added.
• New UBO sheet number matching roadway sheet 8.
• "CONTERRA" FO line identified.
• "CONTERRA HAND HOLE" identified.
• "LUMEN" proposed relocation identified.
• "LUMAN" line identified.
• "LUMEN HAND HOLE" identified.
• "LUMEN ABANDONED" identified.
• "LUMAN TO ADJUST AS NECESSARY" identified.
• "CHARTER ABANDONED" identified.
• "Telephone and CATV will adjust as necessary" deleted.
• Added
"NOTES:
- LUMEN WILL RELOCATE FIBER 3' INSIDE PROPOSED ROW. EXISTING FIBER
ABANDONDED.
- LUMEN COPPER WILL REMAIN AS IS.
- CHARTER WILL ABANDON UNDERGROUND IN PLACE".
UO-6(original UO-4)
• Weston &Sampson information block added near title block.
• NOTE: had the word "proposed" added.
• New UBO sheet number matching roadway sheet 9.
• "CONTERRA" proposed relocation identified.
• "CONTERRA HAND HOLE" identified.
• "CONTERRA ABANDONED" identified.
• "LUMAN UG TELEPHONE AND FO 3' INSIDE R/W" proposed relocation identified.
• "LUMAN UG FO 3' INSIDE R/W" proposed relocation identified.
• "LUMEN HAND HOLE" identified.
• "LUMEN ABANDONED" identified.

• "CHARTER ABANDONED" identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.
• Added power service line at approximately station 110+00
• Added
"NOTES:
- LUMEN WILL RELOCATE FIBER 3' INSIDE PROPOSED ROW. EXISTING FIBER
ABANDONDED.
- LUMEN COPPER WILL REMAIN AS IS.
- CHARTER WILL ABANDON UNDERGROUND IN PLACE".
UO-7 (original UO-5)
• Weston &Sampson information block added near title block.
• NOTE: had the word "proposed" added.
• New UBO sheet number matching roadway sheet 10.
• "CONTERRA" proposed relocation identified.
• "CONTERRA HAND HOLE" identified.
• "CONTERRA ABANDONED" identified.
• "LUMEN" proposed relocation identified.
• "LUMAN UG TELEPHONE AND FO" identified.
• "LUMAN UG TEL" identified.
• "LUMEN HAND HOLE" identified.
• "LUMEN HH" identified.
• "LUMEN ABANDONED" identified.
• "CHARTER ABANDONED" identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.
• "JOEMC AERIAL" identified.
• "CAN AND PHONE LINES TO BE ABANDONED" deleted.
• "PROP U/G TEL CABLE"on West side of road relocated to East side of road labeled
"PROP U/G TEL& FO CABLE".
• Added power service lines at approximately station 123+00.
• Added
"NOTES:
- LUMEN WILL RELOCATE COPPER and/or FIBER 3' INSIDE PROPOSED ROW.
- CHARTER WILL ABANDON UNDERGROUND IN PLACE".
UO-8 (original UO-6)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 11.
• "CONTERRA" FO line identified.
• "LUMEN" proposed relocation identified.
• "LUMAN UG TELEPHONE AND FO 3' INSIDE R/W" identified.
• "LUMEN ABANDONED" identified.
• "CHARTER BORE PIT 3'X4'X5'" identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.

• "CATV AND PHONE LINES TO BE ABANDONED" deleted.
• "PROP U/G TEL CABLE"on South side of road relocated to North side of road labeled
"PROP U/G TEL& FO CABLE".
• Added
"NOTES:
- LUMEN WILL RELOCATE COPPER and FIBER 3' INSIDE PROPOSED ROW.
- CHARTER WILL ABANDON UNDERGROUND IN PLACE".
UO-9(original UO-7)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 12.
• "CONTERRA" FO line identified.
• "LUMEN" proposed relocation identified.
• "LUMAN UG TELEPHONE AND FO 3' INSIDE R/W" identified.
• "LUMEN HH" identified.
• "LUMEN ABANDONED" identified.
• "CHARTER ABANDONED"identified.
• "PROP 0/H POW TEL&CATV LINES" changed to "PROP 0/H POW LINES".
• "PROP U/G TEL CABLE"on South side of road relocated to North side of road labeled
"PROP U/G TEL& FO CABLE".
• Added
"NOTES:
- LUMEN WILL RELOCATE COPPER and FIBER 3' INSIDE PROPOSED ROW.
- CHARTER WILL ABANDON UNDERGROUND IN PLACE".
UO-10 (original UO-8)
• Weston &Sampson information block added near title block.
• NOTE: had the word "proposed"added.
• New UBO sheet number matching roadway sheet 13.
• "CONTERRA" FO line identified.
• "LUMEN" proposed relocation identified.
• "LUMAN UG TELEPHONE AND FO 3'INSIDE R/W" identified.
• "LUMEN HH" identified.
• "LUMEN ABANDONED" identified.
• "CHARTER ABANDONED" identified.
• "CHARTER 2' INSIDE R/W" identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.
• "JOEMC AERIAL" identified.
• "CATV AND PHONE LINES TO BE ABANDONED" deleted.
• "PROP U/G TEL CABLE"on East side of road relocated to West side of road labeled
"PROP U/G TEL& FO CABLE".
• Added power service lines at approximately station 159+50, 161+00 and Y2 at station
14+00.
• Added

"NOTES:
- LUMEN WILL RELOCATE COPPER and FIBER 3' INSIDE PROPOSED ROW.
- CHARTER WILL ABANDON UNDERGROUND IN PLACE".
UO-11 (original UO-9)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 14.
• "CONTERRA" FO line identified.
• "LUMEN" proposed relocation identified.
• "LUMAN UG TELEPHONE AND FO 3' INSIDE R/W" identified.
• "LUMEN HH" identified.
• "LUMEN ABANDONED" identified.
• "CHARTER ABANDONED" identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.
• "PHONE LINES TO BE ABANDONED" deleted.
• "PROP U/G TEL CABLE"on West side of road relocated to East side of road labeled
"PROP U/G TEL& FO CABLE".
• Added power service line at approximately station 166+00.
• "PROP 0/H POW TEL&CATV LINES" deleted from approximately 171+75 to 174+50.
• Added
"NOTES:
- LUMEN WILL RELOCATE COPPER and FIBER 3' INSIDE PROPOSED ROW.
- CHARTER WILL ABANDON UNDERGROUND IN PLACE".
UO-12 (original UO-10)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 16.
• "CONTERRA" FO line identified.
• Inset for proposed UBO relocation work on Rock Creek Drive South.
• "LUMAN UG TELEPHONE AND FO 3' INSIDE R/W" identified.
• "LUMEN 60" UNDER CULVERT" identified.
• "LUMEN ABANDONED" identified.
• "CHARTER ABANDONED" identified.
• "CHARTER LOWERED IN PLACE" identified.
• "JOEMC AERIAL" identified.
• "PHONE LINES TO BE ABANDONED"deleted.
• "PROP U/G TEL CABLE"on West side of road renamed "PROP U/G TEL& FO CABLE".
• "PROP U/G TEL CABLE"on East side of road labeled deleted.
• "PROP 0/H POW TEL&CATV LINES" changed to "PROP 0/H POW LINES".
• Added
"NOTES:
- LUMEN FIBER 60" UNDER CULVERT.
- CHARTER COPPER ABANDONED NEAR CULVERT.
- CHARTER FIBER LOWERED IN PLACE NEAR CULVERT.

UO-13 (original UO-11)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 21.
• "CONTERRA" FO line identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.
UO-14 (original UO-12)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 22.
• "CHARTER EXIST. U/G NOT SHOWN ON SURVEY" identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.
UO-15 (original UO-13)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 23.
• Inset added to show proposed relocation work from approximately station 10+00 to
13+00.
• "CONTERRA HAND HOLE" identified.
• "CONTERRA ABANDONED" identified.
• "LUMEN" existing line identified.
• "LUMEN ABANDONED" identified.
• "CHARTER ABANDONED" identified.
• "JOEMC AND CHARTER JT USE AERIAL" identified.
• "JOEMC AERIAL" identified.
• "PROP U/G TEL CABLE"on East side of road labeled deleted approximately between
stations 19+00 to 23+00.
• Added "PROP 0/H POW LINES"at approximately station 15+75 and 25+00.
• "PROP 0/H POW TEL&CAN LINES"from approximately station 23+50 to 25+00.
• Added power service lines at approximately stations 14+50, 23+50, and 21+50.
• Added
"NOTES:
- LUMEN WILL REMAIN IN PLACE UNDER PAVEMENT AND RELOCATE PEDESTALS TO
PROPOSED R/W.
U0-16
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 24.
• NOTE: had the word "proposed" added.
• "CONTERRA" FO line identified.
• "LUMEN" proposed relocation identified.
• "LUMAN UG TELEPHONE AND FO 3' INSIDE R/W" identified.
• "LUMEN ABANDONED" identified.
• "CHARTER ABANDONED" identified.

UO-17 (original UO-14)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 25.
• NOTE: had the word "proposed" added.
• Inset="CONTERRA" proposed relocation identified.
• Inset="CONTERRA HAND HOLE" identified.
• Inset ="LUMEN" proposed relocation identified.
• Inset ="PROP U/G TEL CABLE" on East side of road renamed "PROP U/G TEL& FO
CABLES".
• Inset= "PROP U/G TEL& FO CABLES" on East side of road extended from approximately
station 57+50 back to 54+00".
• Inset="PROP U/G TEL CABLE" on West side of road deleted".
• "CONTERRA HAND HOLE" identified.
• "CONTERRA ABANDONED" identified.
• "CONTERRA" proposed relocation identified.
• "LUMEN" proposed relocation identified.
• "LUMAN UG TELEPHONE AND FO 3' INSIDE R/W" identified.
• "LUMAN 15' INSIDE PUE" identified.
• "LUMEN HAND HOLE" identified.
• "LUMEN HH" identified.
• "LUMEN ABANDONED" identified.
• "CAN AND PHONE LINES TO BE ABANDONED" deleted.
• "PROP U/G TEL CABLE"on East side of road renamed "PROP U/G TEL& FO CABLE"from
approximately station 60+00 to 63+25.
• "PROP U/G TEL CABLE"on East side of road renamed "PROP 0/H TEL& FO CABLE" and
relocated to reflect attachment to existing poles from approximately station 63+25 to
73+50.
• "PROP U/G TEL CABLE" on West side of road deleted approximately between stations
60+00 to 63+25.
• Added
"NOTES:
- LUMEN WILL RELOCATE FIBER AND COPPER 3' INSIDE PROPOSED ROW UNLESS
OTHERWISW NOTED."
UO-18(original UO-16)
• Weston &Sampson information block added near title block.
• New UBO sheet number matching roadway sheet 26.
• "CONTERRA ABANDONED" identified.
• "CONTERRA" existing line identified.
• "CONTERRA" proposed relocation identified.
• "CONTERRA HH" identified.
• "LUMEN" proposed relocation identified.
• "LUMEN PED REM" identified.
• "LUMEN ABANDONED" identified.

• "CATV AND PHONE LINES TO BE ABANDONED" deleted.
• "PROP U/G TEL CABLE"on East side of road renamed "PROP 0/H TEL& FO CABLE" and
relocated to reflect attachment to existing poles from approximately station 73+50 to
77+25.

t .
Highway North Carolina Department of Transportation /' "yt-
rinr Highway Stormwater Program
STORMWATER MANAGEMENT PLAN .
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslow Page 1 of 3
General Project Information `
WBS Element: 40255.1.1 TIP Number: U-4906 Project Type: Date: ( 8/10/2021 j
NCDOT Contact: Mason Herndon Contractor/Designer: HNTB North Carolina, P.C./James B rd, P.E. -
Address: 5501 Barbados Blvd. Address: 343 E. Six Forks Road
Castle Hayne, NC 28429 Suite 200
Raleigh, NC 27609
Phone: [phone] Phone: [phone]
Email: tmherndon a(�ncdot.00v Email:jabvrd(cDhntb.com.
City/Town: Jacksonville County(ies): Onslow
River Basin s : White Oak CAMA County? Yes
Wetlands within Project Limits? Yes
Project Descri tion
Project Length (lin.miles or feet): 6.61 Surrounding Land Use: Rural RECEIVED
Proposed Project Existin• Site
Project Built-Upon Area(ac.) 23.1 ac. 22.1 ac. Q 2021
Typical Cross Section Description: 4-12'asphalt paved lanes,2'paved shoulders, and grass shoulders sloped at 3:1 or 2-11'asphalt paved lanes AUG 3
flatter
DC
M-RALEIGH
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 41,000 Year: 2040 Existing: 23,000 Year: 2019
General Project Narrative: State project U-4906 involves widening SR 1308 (Gum Branch Road)from the west of Mills Fields Road (SR 1313)to East of Ramsey Road (SR 1324), adding 2 foot paved
(Description of Minimization of Water shoulders to each side of Gum Branch Road, and improving intersections at Cow Horn Road, Quaker Bridge Road, Mendover Drive, and Ramsey Road. There are three
Quality Impacts) existing crossings at Unnamed Tributaries to the New River.Wetlands present within the project area.
Wate ••• Information
Surface Water Body(1): Bachelors Delight Swamp NCDWR Stream Index No.: 19-5
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bride S•annin• Water Bod ? -Deck Drains Discharge Over Buffer? Dissi•ator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

Hig}1W� ,`, North Carolina Department of Transportation "> `
" Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08: Released April 2018) FOR NCDOT PROJECTS
WBS Element: 40255.1.1 TIP No.: U-4906 County(ies): Onslor,, Page 2 of 3
Additional Waterbody Information
Surface Water Body(2): UT to Half Moon Creek NCDWR Stream Index No.: 19-6
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW),
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: _
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
—
Surface Water Body(3): I UT to New River NCDWR Stream Index No.: 19-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters(NSW).
Other Stream Classification:
Ipairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
- RECEIVED
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative) AUG 3 0 2021
Surface Water Body(4): I Cowhorn Swamp NCDWR Stream Index No.: 19-4 DCM-RALEIGH
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters(NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative; if no,justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

Highway North Carolina Department of Transportation
4n
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: 40255.1.1 County(ies): Onslow Page 3 of 3 _
Preformed Scour Holes and Energy Dissipators
Station & Coordinates Drainage Pipe/Structure BMP
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules?
13 -L- 155+67 RT (3)UT to New Std. Riprap Pad Class'B' 21.0 Pipe 30" 9.0 1.2 N/A
34.87092.-77.49642 River
-Y2 REV- 17+47 RT (3)UT to New
13 34.86993,-77.49676 River Std. Riprap Pad Class I 191.0 Pipe 48" 46.0 1.7 N/A
— RECEIVED
AUG 3 0 2021
Additional Comments
DCM-RALEIGH
Refer to the NCDOT Best Management Practices Toolbox(2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels(July 2006), as applicable,for design guidance and criteria.

1 I
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PROJECT � 40255.3.3 STP-1308(12) CONST.
A -� ONSLOW COUNTY
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GUM BRANCH sz0 9Z P'�l 7�- a �3Q -L1- POT STA 13+73.34 a4-A-A.
os�o P2 RECEIVED �Q r° END RESURFACING Py0
9° -L1- POT STA 14+00.00
AUG 3 0 2021 SITE 4 END CONSTRUCTION
DCM-RALEIGH -Ll- STA 46+70.00
END CONSTRUCTION
eCZ
n END TIP PROJECT U-4906
tN -LI- POT STA 81+55.00
- Co) ** DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD
DOCUMENT NOT CONSIDERED FINAL
AND 50 MPH FROM QUAKER BRIDGE ROAD TO EDGEWOOD DRIVE UNLESS ALL SIGNATURES COMPLETED
E. VID Prepared In lie Office d:HNTB HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
HNTB Raleigh,
NORTH CAROLINA, P.C.
N ADT 2019 = 23000 Raleigh SLNorthk6apoltln Carolina 276092 DD .,e`;$"1`"ec"ry.,
50 25 0 50 100 NC License No: C-1554 i`.o07.-.,'�+_
„",__ ADT 2040 = 41000 ! .�
y=j K = 8 % .Olb STANDARD SPECIFICATIONS1 5
• ['``157M'!
a. PLANS DOUGLAS M.WHEATLEY. PE { .,t`,,i ._
D = 60 % PROJECT ENGINEER P.E. 1'.`"..`
= LENGTH OF ROADWAY TIP PROJECT U-4906 = 6.605 MILES J '/G\''TT '" /�
a
CC E111141 50 25 0 50 100 T4 % * RIGHT OF {{AY DATE:
nx,
1 1 1 1 1_� x* V = 60/50 MPH TOTAL LENGTH OF TIP PROJECT U-4906 = 6.605 MILES JUNE 28. 2017 JACQUELINE MARROQUIN, El ROADWAY DESIGN ,.
� PROJECT DES/G.\ E.\'Gf.\EER ENGI.\EER " "''PROFILE (HORIZONTAL) * TTST =1% DUAL 3% o�`"•`""0w•, � i
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SIGNATI RE.
��., r ` MINOR ARTERIAL LETTING DATE: i11;: E
N, v I L I A_I SEPTEMBER 21, 2021 MICHAEL BASS f• „6T"
l` PROFILE (VERTICAL) STATEWIDE TIER '.C..GIM}!.;`!
.7,GDOT GONIACT �Jy W�`':'
P.E.

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ROJECT REFERENCE NO SHEET NO.
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, License R0: C-1554
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Mtn.D� 10�H
RECEIVED
—
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AUG 30 2021
L
DCM-RALEIGH
.
f
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2
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tv
DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
cc-
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FOR —L— PROFILE, SEE SHEET 28
L

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as HNTB HNT6 NORTH CAROLINA, P.C.
R3 3le iE p nSIN oNProtpn:NC oaOin a S2ui60 9 2C0
U-4906 7
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Ground
D • Charter will abandon underground in place RECEIVED
Min.D� 1 F7 0 .
— FROM -L-STA.75 150 TO STA.77 50 RT.
• AUG 3 0 2021
DCM-RALEIGH
cL
S
�`cr DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED
FOR —L— PROFILE, SEE SHEET 28

• I NNTB NORTH CAROLINA, P.C. PROJECT REFERENCE NO SHEET NO.
INTB 343 E. Six Forks Road, Suite 2.
Raleigh, North Carolina 27604 U-4906 13
NC License No: C-1654
RVE SHEET NO.
RECEIVED ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
28 29 0,
AUG 3 0 2021 ocfl / A$HLE` k,b EDNA F.8
O Kd:HRYN M.rA1R' FdN".,IN MdR$HEURN
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SEE DETAIL 1 //, / _��_����\ - Y - \ �� 6 SEECDETAIL 1 DITCH
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/// IMPACTS IN DDE= 325 CY CJ t�\ \ Po.
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b Omura! 1
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. NWn4 r _ wo,�d D Sp.
G.o.w .� O 1.� OrO1Ad / D 1.� 14' FI FROM -L-STA.155+00 TO STA.156+00 RT.
B. 4.0 Ft Min D- 20 F.
SIN= FROM -L-STA.155+23 TO STA.157+00 LT- Min.D. t.o F.
BI Min D. 2.0 F B- 4.0 F FROM -I.-STA.158+2A TO STA.159+36 L7
FROM -I.-STA 161+07 TO STA.164-75 RT.
I,. 5.0 Ft FROM -I-STA.159+36 TO STA 165•00 LT. FROM -L-STA.152-00 TO STA.155+23 LT. 4
FROM -Y2_REV-STA.13+00 TO STA.14+00 RT FROM -I.-STA 164+75 TO STA 165-00 RT.
FROM -I.-STA 155+68 RT.TO -Y2 REV-STA.16+00 RT. FROM -Y2 REV-STA.16+00 TO STA.17+50 RT. FROM -Y2 REV-STA.18,00 TO STA 20+25 LT.
-L-STA.159+36 IT. FROM -Y2 REV-STA.15+00 TO STA.17+09 LT.
�r� C' DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) FOR -L- PROFILE, SEE SHEET 31
' - NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR -Y2 REV- PROFILE, SEE SHEET 38
_

• 1
�����FNTB NORTN CPROLINP, P.C. PROJECT REFERENCE NO SHEET NO.
<3 1:nSIR F55RCepo11neS2)609uite 2cG U-4906 13
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RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
RECEIVED
. FILL IN- ��Z
AUG 3 0 2°21 WETLAND .4���s\
EXCAVATION I/,�ti s
®CM-RALEIGH CLASS"T01P15 P SPEC LA, V DITCH IN WETLAND '�✓� ,���f '`�� PERMIT DRAWING
� 26 EST.38 SYGF SEE DETAIL ���� �� •.•
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SPEC.LAT.'V'DITCH ><-
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00 DETAIL 1 •
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kaki
t.I.,w Sege; 14e.1e Scd•1 Min.D= 1.0 H. I1
Ground
O'euntlp / 1; 1' 1-'H FA FROM —L—STA.155+00 TO STA.156+00 RT. Mir,.D= 1.0 kRam
B- 4.0 H Min D- 2.0 Ft
FROM {_STA.155+23 TO STA.157+00 LT.
�e :BFROM -L-STA 158+24 TO STA.159+36 LT.
Min p= R.0 H B= 4.0 h FROM -L-STA.161+07 TO STA 164+75 RT
b= 50 H FROM -I.-STA.159+36 TO STA 165 00 LT.
FROM -Y2 REV-STA.13+00 TO STA.14+00 RT. FROM -L-STA.164+75 TO STA 165-00 LT.
FRMM {_REVSTA-
ST 4 18+T0 STA 16k 20+ RT.
FROM -L-STA.155+68 RT.TO -Y2 REV-STA.16+00 RT. FROM -Y2 REV-STA 16+00 TO STA.17+50 RT. FROM -Y2 REV-STA.I8+00 TO $TA.20+25 LT.
-I.-STA.159+36 IT. FROM -YYREV-STA.15+00 TO STA.17+09 LT.
50' 100' '50' DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) FOR -L- PROFILE, SEE SHEET 31
%WA NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR -Y2 REV- PROFILE, SEE SHEET 38

■ 1
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'INTB P _c9n. zori` Oetollne zT609 U-4906 14
Nc License No: C-1S54
1 RAN SHEET NO.
m ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
NAD 83
NSR /
\,
-L- PERMIT DRAWING
PI 173+26.97 SHEET 6 OF 22
in IrO 32 (LT) . LEGEND
1_ D =L = 36878' . . . CLFAR NG MECHANIZED
r r T = 18497'
R = 1.896.35' I. /, DENOTES EXCAVATION
SE = EXISTING ` IN WE1uND
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SPEC LAT.'V'DITCH
EXCAVATIONI I N WETLAND NOTE CONTRACTOR TO CLEAR D SEE DETAIL 1 -93.00 -L- c
SITE 2 TO LIMITS OF PDE 40.00'RT m u.<;r„ 5ECKEF,E .r
N WETLAND GRADE TO DRAIN D1 o m 30 00'RT
TO SIR.1406 0I s , 124.34 -L-
I 30 00'RT
PROPERTY OWNER TO
} REPLACE EXISTING 6"CPP
07 41-L-/ PRIOR TO CONSTRUCTION
• --W/6'RIGID WALL PIPE t
173.81'RT a
SPEC.LET.'V'DITCH • _25.73 -L- R
SEE DETAIL 5 2 173.54'RT
* _ -__-_ _ EXT.S TO 5'B'NSRIPJUP
EST. LIVING HOPE COMMUN:'v CHURCH
DETAIL 5 DETAIL 1 99 EST.14 SYGF 0 JACP.SONVI,LE
32 SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCHI
I NP1 to Scale) DETAIL
Soule) M�� ;;N.c-
HISTORIC PROPERTY
N ound •
1 FA Ground _j" Fill
p Slope 0 SoPe
Min.D= 1.0 H. Min.D= 1.0 H.
I
.\
_ '
FROM -I.-STA.165+00 TO STA.165+23 LT. FROM -I.-STA.165+00 TO STA.165+50 RT. RECEIVED
E
FROM -I.-STA.172 20 TO STA.172,75 RT.
AUG 3 0 2021
DCM-RALEIGH
SC' C' SC' 'I00' GC'
GRAPHIC SCALE DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR -L- PROFILE, SEE SHEETS 31 AND 32

• e PROJECT REFERENCE NO SHEET NO
� � ! NORTH
Tap McLRoao` 5 ,
INTB` °"• NonN Cero1Lre zi'soe U-4906 14
NL 1License No: C-1554
m RM' SHEET NO.
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
NAD 8,3/
NsR\7
29 -L- PERMIT DRAWING
E DNA R.B. P1 Slo l73+2697to
SHEET 7 OF 22
COoFF ANKIR+ MARSHBURN 0 = ir 08'32I(LT) LEGEND
- —--- -
CO L = 368.78'� DENOTES MECHANIZED
r j r T = 18497' :•••••• CLEARING
R = 1.896.35' a DENOTES EXCAVATION
SE = EXISTING ////� IN WETLAND
///F,J DENOTES FILL IN
_ / WETLAND
�_. — ` mod, • DENOTES HAND
. -_.. - 1 IY .A CLEARING
THERES4 --[A.MAN
MA1-'IN META,C' '-'x R F'
"HRIE BRCMA.P• aO MOON E. x c♦:
MOc-._ -Jc F:.-I_c
+ J"
1_ i
FILL IN MECHANIZED CLEARING 716 m m
SEEDETAIL5`' WETLAND IN WETLAND $ _
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8 F In _ D
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-- HAND CLEARING -MATERIAL REMOVRT
REMOVE AND
y `, I N WETLAND g I SPEC,LAT. REPLACE DI
Q -- EXCAVATION NOTE. CONTRACTOR TO CLEAR SEE DETAIL I°RC\40900 RT L ¢ - . " ,
SITE 2 I N WETLAND TO LIMITS OF POE.
GRADE TO DRAIN DI o m 30 00'RT
TO STIR.1406 40 ► f 24.34-L-
•
30.00'RT I
-PROPERTY OWNER TO
-REPLACE EXISTING 6'CPP
07 41-L-/ ?RIOR TO CONSTRUCTION (
W/6"RIGID WALL PIPE
173 81'RT
•
SPEC.LAT.'V'DITCH -2173 --
SEE DETAIL 5 = 173.54 RTc
SPECIAL LATERALErL'V' ESTCLASS' RIP-RAP _
E5T.5 TONS L''VINkl. HOPE OMMJN. , FHJRJh
DETAIL I 99 EST.14 SYGF OE JA_ECDNO, F
3zDITCH SPECIAL LATERAL'V' DITCH M1 '
Not to Scats) I Not to Scale) z
Mi .p-s..F- 0 HISTORIC PROPERTY ,%
Natural i 1
Ground •'p • Slope Ground • ° • Slope
Min.D= 1.0 H. Min.D= 1.0 H. 2 RECEIVED
FROM -L-STA.165+00 TO STA.165+23 LT. FROM -A-STA.165.00 TO STA 165+50 RT. 11 l
FROM -C-STA.172•20 TO STA.172!75 RT.
AUG 302021
DCM-RALEIGH
I50'
ileleee
tnAP"I` "A" • DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —L— PROFILE, SEE SHEETS 31 AND 32

5 10 PROJ REFERENCEU-4906 NO. SHEET NO.
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 PERMIT DRAWING
SHEET 8 OF 22
WETLAND CROSS SECTIONS
SITE 2
-L- 165 + 00.00
RECEIVED
AUG. 3 0 2021
DCM-RALEIGH
70 70
I
60 I 60
I
50 I 50
0.022 0.000
----- - 3:l 47.45 3:1 3`----___
43.92 44.65
40 40
30 30
ONSLOW COUNTY
SCALE PROJECT: U-4906
1"=20' HORIZONTAL
1"=20' VERTICAL GUM BRANCH ROAD (SR 1308)
FROM WEST OF MILLS FIELD RD (SR 1313)
TO EAST OF RAMSEY RD (SR 1324)
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10

MII
I ��� c ;t c PROJECT REFERENCE NO SHEET NO
p
e per- NNTB NORTH C>PCL;n:., P.S.
943 E. Six Forks a dn. :Cc
c Raleigh, North Carelsra-27609 U-4906 16
NC License ND: C-1554
O RM' SHEET NO.
in i O ROADWAY DESIGN
ENGINEER HYDRAULICS
O) DETAIL 14 �°'b SoakLEGEND �/�
•
N ENGINEER
T CULVERT CHANNEL IMPROVEMENTS -- - _ Y�
{UPSTREAM) L DENOTES IMPACTS IN 0
SURFACE WATER
Natural aNraf f
♦ #/ ry DENOTES TEMPORARY
GM.114prop JN CI eT."ir"rd //.A IMPACTS IN SURFACE WATER
1.5..n.ti I Rlpmp
J, Channel led
- D- Varies1:111 IVonebl.l _
cr.Top of Bonk) EST.5 CY DICwVAT10N -
I Slopes- 2:1 so Existing EST.20 TONS CLASS 1 WRAP !:.ME M:. _- >
33 EST 40 SY GEOTE%RE FABRIC DE
JAMES SMITH -L-STA.200-92 LT HE EESA`MC P� DE ICSE PC S--
DE 58'PG B42 I GAD8IE,TROpCIG��: - CULVERT CRAW L PERMIT DRAWING
IMPROVEMENTS
(UPSTREAM) i SHEET 9 OF 22
SEE DETAIL 1 ti
•
ri TEMP. IMPACTS
IMPACTS IN IN SURFACE WATER
SURFACE WATER. i�
sG.Gc LT
57.65'LT
SPEC.UT.'V'DITCH O50 92 LT •
i ,v-30.8 -
O SEE DETAIL 13 - w SITE 3
RETAIN RETAIN 21.14 d- ,�� RET N RETAIN 1B !'/��
Q
r r MH
C / e + RETAIN 3G.00'LT �q F, O
+ -����_ I RETAIN ___- -_--.-_ -- -- __ ' - RETAIN RETAIN RETAIN
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RETAIN
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,
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to ll.l «�' - __ _ iiiiI
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4F COLLAR 6 • 7 MH V-30.5 I N
Z lA i 07.86 -L- EXTEN. .' ��. Ll.l
71.26'RT Mr '0
. - 4 _l- `F - - IMPACTS IN z
_ -64.40 RT
�;' SURFACE WATER - ZJ-
U - .,4.97 -L N
E5 5E' RECEIVED i
-. . 11' SCELASSE DETAIL
RIP-RAP
- M I EST.57 TONS AUG. 3 0 2021
\ - EST.104 SYGF _
TEMP. IMPACTS 1 PLACED 1P�,PTS LET BE
�, IN STREAM BED)
DETAIL 15 IN SURFACE WATER L' - DCM-RALEIGH
PIPE OUTLET CHANNEL
Nal la Scale)
°`--,tee i--ft.y: -E --E,.4 F .r _, .7.
_E_--E
_elZ
•
c=BED
E E�_E---
Length= 12.0 Ft. _
d- 4.0 Ft.
-I.-STA.200+67 RT -- :,--___--_-
DETAIL 13
SPECIAL LATERAL'V'DITCH
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Natural 1 HI / -YS-
PI Ste 197+/5.78 Groan D an.
p = 9'09'43.6'MTI Min.D= 1.5 N. TEMP. IMPACTS PI Sto 12+2325 P/Sto/4+0939
0 = r38'223' BEGIN CONSTRUCTION H IN SURFACE WATER A = 3'13'/9.5'(RT) p = 3'14'08.3'(RT 1
0L = 558.83' FROM k STA 194YOO TO STA.195+91 LT. -Y5- STA //+50� T = 3 49'/!U = �49/l0e
T = 280Ar / / L = 8435' L = 8471'
R = 3.494.66' T = 42J9' T = 4237'
R = 1.500.00' R = 1.500.00'
SE = EXISTING y SE = EXISTING SE = EXISTING
SITE 4
q
f.
—
_ DETAIL 26 tiq
\\*NN*
-----
I- F-- PIPE OUTLET CHANNEL w•� O
. �— Nmw Sm41 �� 8
m
96 INV-27.7m 11 -6 ^�
z P� O LengRE= 73.0 Ft
r\m d- 5.0 N
t ';J, -YS-STA.12 00 RT
CO
- IMPACTS IN
- -. icc- SL. TEMP. IMPACTS -- N SURFACE WATER
IN SURFACE WATER
SEE DETAIL 26
c5 CLASS'I'RIP-RAP
c: DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) ESTs7 TONS
EST.104 SYGF
'_ (NO RIP-RAP 15 TO BE FOR —L— PROFILE, SEE SHEETS 32 AND 33
PLACED IN STREAM BED)
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y5— PROFILE, SEE SHEET 39

e B
1 NTBPROJECT REFERENCE NO SHEET NO
INTO NORTH C4pOLINP, P.C.
3 E. CAROL NA.tl, Suite PCO
Q pBleign, North Carolina 27SOP U-4906 16
NC License No: C-t554
O
Rw SHEET NO.
Cr) ROADWAY DESIGN HYDRAULICS
y P DETAIL 14 in ����Stole] AO1 LEGEND ENGINEER ENGINEER
CULVERT CHANNEL IMPROVEMENTS Vin
r (UPSTREAM) �y,///� DENOTES IMPAC
//!/!/!I SUR ACE WATERTS IN 0
N"""^I N tot r, Ai DENOTES TEMPORARY `V
L
Cbss I eP '4 T��' CI G`I°"^d e /A� IMPACTS IN SURFACE WATER
1 5'Min-� "' RrpmP
�� //
_ _- C(vow(vowels)
® !
- • D- Varies
rvoml>tel _---_
(To Top o1 Bonk) EST.5 CY EXCAVATION _ / --- ---
Slopes= 2:1 to Existing EST.20 TONS CLASS IRIPRAP41:0 .DAMES MCA__ .�'�,E
33 EST 40 SY GEOTEXILE FABRIC z
O6 •
PERMIT DRAWING
DAMES SM:TH -L-STA.200-92 LT HERESA MCALLISTER p6 .94 PC aC_
DE SE PG 642 06 322C PC a..
GABRIE! RODRJLUE[ - CULVERT CHAI)N.IEI
DE 472 PC 316 __ IMPROVEMENTS - SI-ARON MURRA`
6E`- a_EEP`
(UPSTREAM)
1 DE 2L6 ET 10 O F 2 2
r� TEMP. IMPACTS
IMPACTS IN — /� IN SURFACE WATER
�- SURFACE WATER_ /
30.0C'LT -
-� -09.56 -L- I E E
O 57.65'LT
-02.27 -L-
SPEC.LAT.'V'DITCH V�308 SITE 3
O 50 92'LT w O
SEE DETAIL 13 -,
---
O RETAIN RETAIN .21.14 -L- ,�J� MIL_
ET N RETAIN J �F�W _.__-._ O
C -_--_._ _ 30.00'LT _- -��� O
M /'- '_i 1r - ___ �I RETAIN RETAIN RETAIN - RETAIN 3 O
RETAIN _ • RETAIN _ - �S RETAIN
/,�55'� V -
r Lfl PETAIN i! ._I$;,taP' _ _ - - - - -__ _ -_ -_ -1.---_-- O LP .---- RETAIN RETAIN A N.
Q _-. - _ - -- RETAIN, RETAIN e
_a __ _ �P RETAIN _ --_-._--
NW .... -- - -- - RETAIN <-- - -----_.� - -- ---�_ F N
J N '�_. _—_— _ ��? P RET _ _ / watt - RETAIN pGF AETA1 -_ _I - - N W
W W RETAIN ` 30.00'RT RETAINL & ;/1 ale W .. - - -~-- - N
Z to +07.86 -L- EETEN. / { I =
MM V=30.5 I
71.26'RT W�'18' .eG 'iip. W
J R144 _L_ - IMPACTS IN Z N
-64.40E RT 14 SURFACE WATER .- LI-
U •34,97 -L- 0 I/F- 85.58' _U
. . , '_` RECEIVED
- SEE DETAIL 15 '
-- I II - CLASS'I'RIP-RAP
/En ( EST.57 TONS
EST.1 W SYGF AUGO 2021
TEMP. IMPACTS (NO RIP TRAP IS A BE (1 U C1(
�,N. PLACED IN STRAW BED)
DETAIL IS IN SURFACE WATER DCM-RALEIGH
PIPE ETA( CXANNEI
I No,b Ude) i,,
m"SI--—' .,, i_- i N E_--
rv—1
Length- 12.0 Ft. __
de 4.0 Ft. --
-Ir STA.200+67 RT . .
-----
DETAIL 13 __
DETAIL ---
SPECIAL LATERAL'V'DITCH
(Not to Scots) 17
-L- Y
P1 Slo 197+15.78 ern l D ' S ope -Y5-
= 9'09'43.6'fRT1 Min,D= 1.5 F. ( 7 TEMP. IMPACTS PI SIC 12+2325 Pl510/4+0939
D = r38'22.3' BEGIN CONSTRUCTION IN SURFACE WATER 0 = 3'13'195EIRTI 6, = 3'14'083'(RT I
L = 558.83' D = 3 49/10 0 = 3 49/10'
T = 280Ar FROM -L-STA 194+00 TO STA.195+91 LT. -Y5- STA 11+50.00 / / L = 84.35' L = 847r
R = 3.494.66' ( T = 42J9' T = 4237'
SE = EXIST ING R = I,500.00" R = 1500.00'
1 SITE 4 � SE = EXISTING SE = EXISTING
or„.."-T—Pj�r1, vzr 9. 97
\
._-_ DETAIL 26 .//
PIPE OUTLET CHANNEL
A� O
•
�= (Nab Stole) '.,I�Es 0
VA--...Z.,..., %__ V
` < !e
C INV=27.7 O 1 2-
w.,esri
+ O Length= 13.0 F.
96
EC - P w\ A- 5.0 Ft
_ J\ -VS-STA.12 W RT
IMPACTS IN
o_ 5C' O.• 5C' 100' 15C' TEMP. IMPACTS SURFACE WATER
o GRAPHIC�SCALE - IN SURFACE WATER -
x
SEE DETAIL 26
CLASS'I'RIP-RAP
ocr.oa --- --- - EST.57 TONS
7� DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM) EST,o,SYGF
_ _ (NO
PLACED PISTREAM BED( FOR —L— PROFILE, SEE SHEETS 32 AND 33
NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR —Y5— PROFILE, SEE SHEET 39

• } I:����' PROJECT REFERENCE NO.
F c P Inc ( SHEET NO
�J - U-4906 16
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
CULVERT CHAWNLL PERMIT DRAWING
--, IMPROVEMENTS SHEET 11 OF 22
(UPSTREAM)
SEE DETAIL("7'
TEMP. IMPACTS
IN SURFACE WATER
• D - SF \ D
/ DENOTES IMPACTS IN
E_.___________ E �DDD SURFACE WATER
IMPACTS IN y ________
SURFACE WATER INV=30.8 j�//i// DENOTES TEMPORARY
/ r�• . SITE 3 /%- D IMPACTS IN SURFACE WATER
i RETAIN MH "► w
RETAIN .)p RETAIN RETAIL
----- __ __ RETAIN
Ce No
a
--
ZETAIN RETA►N ---- cc - - - RECEIVED
F
RETAIN MHW/ AUG 3 0 2021
INV=30.5
COLLAR & `/14"4/111;'0
I \ DCM-RALEIGH
EXTEND /
W/18"
RCP- /41'
IMPACTS IN
TI(
SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER II :
•
:
I SEE DETAIL 15
' \ CLASS 'I' RIP-RAP
m EST. TONS
EST. 104 SYGF
Ai 0
tiq
\off
50'

• ���N iE` ( , ' PROJECT REFERENCE NO.
C c nL I c SHEET NO.
U-4906 16
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
- CULVERT CHArIN L PERMIT DRAWING
---_______ _________ IMPROVEMENTS SHEET 12 OF 22
(UPSTREAM) �/
SEE DETAIL 1 y TEMP. IMPACTS
IN SURFACE WATER
/.'-'‘". 1
L 1 J
___ %��//// SURFACE WATER
IMPACTS IN - -- COI ---
SURFACE WATER _ INv=30.s SITE 3 #/7' DENOTES TEMPORARY
��i �. IMPACTS IN SURFACE WATER
RETAIN NIH I. aaW
RETAIN �.> QC) RETAIN
___ Q AIN RETAIN RETAII
ce .o
k
(ETAIN -RErAIN — RECEIVED
F
RETAIN ` CD JB W/
°- MH AUG 3 0 2021
• 4.., �, INV=30.5
COLLAR & * `�'/ i
EXTEND DCM-RALEIGH
RCP18" /41 / \\ IMPACTS IN
I SURFACE WATER
� ,
y i
TEMP. IMPACTS
IN SURFACE WATER
SEE DETAIL 15
I rn CLASS 'I' RIP-RAP
EST. 57 TONS \
EST. 104 SYGF
/VA)
\off
IC u

PROJ.REFERENCE NO. I SHEET NO.
U-4906
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 PERMIT DRAWING
SHEET 13 OF 22
STA. 2 00+79.74 -L-
87" x 63" CAAP
c ELEV. = 40.25'
SKEW = 105'
RECEIVED
VARIABLE SLOPE
AUG 3 0 2021
i 3:1 NORMAL
HEADWALL
DCM-RALEIGH
i JUNCTION BOX
WS EL.= 31.9' i
SURVEY 06-23-16 i
40 40
-, i '�� TB LT—\
TB LT i
i
i
i
i
i
35t V 35
i
i TB RTC
i
i
i
TB RT '
i
30 • 30
XISTING GROUND LINE
EXISTING GROUND LINE
INV. IN =30.8' i
(BURY INV. 1' MIN.) INV. OUT\--=30.5E
'
i (BURY INV. 1' MIN.)
87" x 63"' CAAP i
ON 0.3% GRADE i EXISTING PIPE
= ONSLOW COUNTY
SCALE PROJECT: U-4906
1"=20' HORIZONTAL
1"=5' VERTICAL GUM BRANCH ROAD (SR 1308)
FROM WEST OF MILLS FIELD RD (SR 1313)
TO EAST OF RAMSEY RD (SR 1324)
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90

i S •
Cr
F I<n C P C= C PROJECT REFERENCE NO. SHEET NO.
:INTB
U-4906 16
C
RA SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
L I J 1- \
,,/i:'/ N PERMIT DRAWING
SURFACEDEOTES WATER IMPACTS IN SHEET 14 OF 22
/// DENRARY
� IMPACOTSTES
INE S OFACE WATER
7-i;
TEMP. IMPACTS
N IN SURFACE WATER
BEGIN CONSTRUCTION i
-Y5- STA 11+50.00 I
r �s
SITE 4 \ _ RECEIVED
P
, DE w 8AUG 3 0 2021
__ IV=27.9
HW DCM-RALEIGH
4110
96 INV=27.70 _ ,_\
m
PD - -
<r, - IMPACTS IN
SURFACE WATER
TEMP. IMPACTS
IN SURFACE WATER
N_
SEE DETAIL 26 \ •
it CLASS 'I' RIP—RAP
EST. 57 TONS A/;10
EST. 104 SYGF . s'QS 9,
(NO RIP-RAP IS TO BE \gyp)
PLACED IN STREAM BED)
7
a
0
o.
cc
P

• i
Cr•
■����F PROJECT REFERENCE NO SHEET NO.
Cr r, rven-a
. ,- U-4906 16
Q
NC,LJce nseu o. Ca55ir a�2,6o9
Ln RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
L SL \ D
, DENOTES IMPACTS IN PERMIT DRAWING
/ SURFACE WATER SHEET 15 OF 22
///// '/. DEN
IMPACTS INE SURFACE RARY WATER
Zn 0
O TEMP. IMPACTS
y IN SURFACE WATER
BEGIN CONSTRUCTION
-Y5- ST A 1I f50.00 / /
SITE 4
Q- PD` w 9 7 RECEIV
----- a EIV_27.9 ED
-- HW
AUG 3 0 2021
• CCM-
RALEIGH
1731.1
96 INV=27.7 ` _>i.
v
rn m
PD ,
�� IMPACTS IN
SUR/FA_CE WATER
TEMP. IMPACTS ��
IN SURFACE WATER ,
SEE DETAIL 26 \
CLASS 'I' RIP-RAP
EST. 57 TONS A,/qp
EST. 104 SYGF `r'PS 6
(NO RIP-RAP IS TO BE \p)
PLACED IN STREAM BED)

r m 5 10 PROD.REFERENCE NO. SHEET NO.
U-4 906
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 PERMIT D RAW I N G
SHEET 16 OF 22
STA. 12+00.01 -Y5-
87" x 63" CAAP
C ELEV. = 38.09'
SKEW = 90'
HEADWALL i
i 1RECEIVED
40 i 40
WS EL.= 31.9' i AUG-3 U 20�1
SURVEY 06-23-16
- i DCM_RALEIGH
35 i 35
i
/
i
i
i
i
i
TB LT i
i TB LT TB RT
30 i 30
♦ i
i
TB RT r
i
i
i
EXISTING GROUND LINE
87" x 63"' CARP EXISTING GROUND LINE
INV. IN =27.9' ON 0.4% GRADE
(BURY INV. 1' MIN.) INV. OUT =27.7'
EXISTING PIPE (BURY INV. 1' MIN.)
ONSLOW COUNTY
SCALE PROJECT: U-4906
1"=20' HORIZONTAL GUM BRANCH ROAD(SR 1308)
1"=5' VERTICAL FROM WEST OF MILLS FIELD RD (SR 1313)
TO EAST OF RAMSEY RD(SR 1324)
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90

I.
H N T B PROJECTt.
REFERENCE NO SHEET NO.
Q' Releido.TNorthOCoNolinoC27008 U-4906 23
\ HNT E. R1s Ns NA, Softa R00
NC License No: C-1554
i11 RAN SHEET NO.
ROADWAY DESIGN HVDRAUl1Cs
ENGINEER ENGINEER
\S/� i.
\ :;.,
/5 O e S9 4'I'r. SS
es, . cE � vs '' er EMF7>
./
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S�o H °OE,4 ti�z E° a°Ec mow, S6
!� 60 OY 'TOh p�CITY %` 7
•
F�E,N 0 �( tik °�r`" SFFOF�, S PERMIT DRAWING
kV\\;\ --c" SHEET 17 OF 22
PROPOSED OVERHEAD \ \
UTILITY LINE '\ -- -- --
EXISTING UTILITY POLE--\ -
\ \ \ --PROPOSED UTILITY POLE
E f,
. LIE s _ PUE ��I FUsO PUE R4
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RECEIVED F I .°kSo� P4 06
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sr PCILE ttpTNorthOCaNClinaCR1&OR U-4906 23
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O' HNTB NORTH CAROLINA, P.C.
cr
M NTBPROTECT REFERENCE NO. SHEET NO.
Ral E. Six Forks roll 6U1te 200
m Raleigh, North Carolina 27609 U—a 906E NO 26
NC License No: C-1554
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
LEGEND NSRS 20
�///,.1 DENON WETLANDTION
RECEIVED
PERMIT DRAWING
AUCI 3 o o2.\ SHEET 19 OF 22
DCM'RpkLEIGH
EXCAVATION
0 IN WETLAND
In d) 1-19'
r
�St/ -�Sf�
i- - f�IASS'B'ylUPJ1AP - J .•
• SITE 5 O,D- 27: EST.1 TONS
84 Vlo- 1.2 EST.U srGF �
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4 3 J.
24"RCP-IV ,
CLASS'B' RIP-RAP c c J. +
LUMEN O Esr.1 TONG
ABANDONED •
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• 83 SEE DETAIL
uT.BASE DITCH / \
SEE DETAIL 7
O S=0.1%
p LUMEN DDE-4B CV PLY
O GTD ° JB MH LUMEN
Ln '• 4,
" J
co REMO-- E`REMOYE sails
D D '- „�LW_,=' REm�Y� �B" / LUMEN �, END CONSTB UCITON
Ln 4„R 24"RCP-1 IMES , , ABANDONED END TIP PRO ECT U-4906
a MO Y REMOVE
-L1- STA 81+55.00
im REMOVE - REMOVE `
W
whin CONTERRA
1 LLJ r DI—SD .. 18 _
DI-SO. 4'RCP-Phil" Ej 0
J N 16' 'CP�i ".R P-IV . • ^RCP�V, Di-SO T E
w . E E rCONTERRA HH REMOVE 140 LP OF
W W E w `E 15" \ EXISTING 18^CMP
Z In REMOVE --E • RCP-IV \ B PLUG •
J 80 11 '
REMOVE I LUMEN CONTERRA
I 18" P J.�•EM A:DONED •
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H CONTERRA RCP-IV
< �® c.:L ,.:,ARE`.e' ._•
DETAIL 7
__v_. SPECIAL LATERAL BASE DITCH
.at N Ste'
T 1D Min O. 2.0 N.
_ B. 20 Ft
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f FROM -L1-STA.77+27 TO STA.78+20 LT.
0:
a
0
x
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r:, a ^ NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS

ea
FINTBHEIN NORTH CAROLINA, P.C. PROJECT REFERENCE NO SHEET NO 942 E. Sis Forks Road, Suite 200
Raleigh, North Carolina 27608
NC License No: C-155A U-4906 26 —
R'N SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
LEGEND NSRS 83,
7
-, DENOTES
WETLANDUON __-.`
PERMIT DRAWING
RECEIVED SHEET 20 OF 22
AWG. 3 0 2021 __ ---------
'\
RA�EIGK
DCit"
EXCAVATI O N
00 IN WETLAND
Lt) I�
ti
C51�
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7 7 A I A C210: 27.0 ds y EST.5 TONS :i ♦
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s * s V2 y.l fps s .
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�LUMP
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_REMOVE EOFSD E - 20 -C►.lV s,� REMOVE JB": LUMEN \� END CONSTRUCITON
Q Ul 4..Re, 24"RCP-I� �=1 1r a �--� - ABANDONED END TIP PROJECT U-4906
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-LI- STA Sl+55.00
W
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•
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, Min D. 20 FI
• __.-----
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FROM -L1-STA 77+27 TO STA.78 20 LT.
- SC'
'.A A ' NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON PLANS

5 10 PROJ.REFERENCE NO. SHEET NO.
R-5021
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 PERMIT DRAWING
SHEET 21 OF 22
WETLAND CROSS SECTIONS
SITE 5
-L1- 79 + 00.00
RECEIVED
AUG 3 0 2021
OCM-RALEIGH
30 30
20 20
10 __------- 10
------
0 0
ONSLOW COUNTY
SCALE PROJECT: U-4906
1"=20' HORIZONTAL GUM BRANCH ROAD (SR 1308)
1"=20' VERTICAL FROM WEST OF MILLS FIELD RD (SR 1313)
TO EAST OF RAMSEY RD(SR 1324)
150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10

RECEIVED
AUG 3 0 2021
DCM-RALEIGH
WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Bank
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Stabilization
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -Y2- 14+50 to 18+12 RT/LT 30" RCP/48" RCP 0.026 0.003
1 -Y2- 14+50 to 18+12 RT/LT 4' STD./LAT. Base Ditch; 12' STD. Base Ditch 0.071 0.004
1 -L- 159+33 to 159+43 LT 48" RCP; Junction Box 0.003 0.002
2 -L- 164+70 to 165+91 RT Roadway Fill/Spec. LAT. 'V' Ditch 0.005 0.005 0.017 0.037
3 -L-200+46 to 201+04 LT/RT 87"X 63"CAAP 0.014 0.006 18 28 25
4 -Y5- 11+94 to 12+20 LT/RT 87"X 63"CAAP 0.005 0.009 39 18
5 -L1-78+40 to 79+07 LT Grade to Drain (GTD) 0.009
TOTALS*: 0.005 0.014 0.017 0.037 0.118 0.024 18 67 43
*Rounded totals are sum of actual impacts
NOTES:
Permanent Fill in Wetlands: 196.020 SF
Excavation in Wetlands: 605.484 SF NC DEPARTMENT OF TRANSPORTATION
Mechanized Clearing in Wetlands: 757.944 SF DIVISION OF HIGHWAYS
Hand Clearing in Wetlands: 1616.076 SF 4/11/2019
CAMA AEC Buffer Impacts: -L-Sta. 73+89 to Sta. 75+09 LT/RT; 0.000 SF Cow Horn Swamp Onslow County
-L1- Sta. 12+33 to Sta. 13+58 LT; 1899.657 SF (Hand Clearing uplands) Batchelors Delight Swamp U-4906
-L1- Sta. 81+25 to Sta. 81+47 LT; 253.194 SF (Mechanized Clearing uplands) Half Moon Creek
Revised 2016 09 09 SHEET 22 OF 22

Docu9yn Em.=oe IS 86AG0722{9A01114$6B9HB969CO794913
■
s
T.I.P.NO. SHEET NO.
STATE OF NO I'; TI-I CAROLINA U-4906 UC-1
END DIVISION OFHIGHWAYS
^.~' PROJECT` DOCUMENT NOT CONSIDERED FINAL
B GIN , UNTIL ALL SIGNATURES ARE COMPLETED
T '
\40 411
�'? RECEIVED
' ��SR�371 . -�1e UTILITY CONSTRUCTION PLANS
it y 9 /
J• S0.��eGJ�. .' A�,— �a;3o� . 3 , �, ONSLOW COUNTY AUG 3 0 2021
11JI h ., DCM-RALEIGH
) �• • RI R NE`N �kjoy`
LOCATION: GUM BRANCH ROAD (SR 1308) — WIDENING FROM THE
n V
EASTERN CITY LIMITS OF RICHLANDS TO TIMOTHY ROAD (SR 1388)_ W 4, ���<r4 111
TYPE OF WORK: WATER AND SEWER LINE RELOCATION
r i
END RESURFACING
3 n/ % ' / —L— STA 307+68.37 = END CONSTRUCTION
C BEGIN RESURFACING BEGIN RESURFACING tiva
I —L1— STA 10+00.00 —L1— STA 23+25.00 \sz2_ti
VICINITY MAP ``4,s
• END CONSTRUCTION �oo,
I Oioa BEGIN RESURFACING
> N 5d'ee
—L— POT STA 280+00.00 Illy BEGIN CONSTRUCTION
—L1— STA 44+52.50
BEGIN CONSTRUCTION \ 14" 02 o Fti s BEGIN CONSTRUCTION
BEGIN TIP PROTECT U-4906 is C' � Qy°� Wo W °0,D o i3 END RESURFACING
�' 01q SR 6 ��`O�p�pP <� �o•A r F4, �, c 2 Q C p 72
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a CO 7 A o GSA 0 � O 4Z O
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(GUM BRAN <<s s s U =°2 BEGIN CONSTRUCTION QQ ° 6ACKSONVi«E
c BEGIN CONSTRUCTION ^3 �° ° �-
F�,� o Q -Ll- POT STA 13+73.34 44, ,�4t2 C'
cc .� ��? -YS- STA 11+50.00 o i END RESURFACING �y
pEt hi END CONSTRUCTION -L1- POT STA 14+00.00 m
CD
C —Y5— STA 12+50.00 END CONSTRUCTION
L —L1— STA 46+70.00
NOTES: END CONSTRUCTION
,_
io 1. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. END TIP PROJECT U-4906
o
—LI— POT STA 80+00.00
L
0
r_: PREPARED IN TILE OFFICE OF
Z GRAPHIC SCALES INDEX OF SHEETS
WATER AND SEWER 'F.4L
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VN19StOf1 �I Sonlpson DIVISION OF HIGHWAYS
i- License OWNERS ON PROJECT O DIVISION 3
„III
� 50L■■�2■5 r0 50 100 SHEET NO.: DESCRIPTION: ws�d,,�+n�a�►�D�c ��,,; •,,•ZN �� �•,� �.
7511
c ".■I■�� SPhare:119.297 C220
SJIe 137 FOS 9192975221 ``,`PQ�E /p/ % W. . 5501 BARBADOS BLID
J'' $$ 9% 7� �' CASTLE HAY NE NC 28429
L PLANS UC—1 TITLE SHEET FOR ? ?Q� 4;„ .• Q PHONE 0)34143
CI_ (A) WATER - ONWASA OF TN,'
w 50 25 0 50 100 UC-2 UTILITY SYMBOLOGY NTB NORTH CAROLINA, P.C. >♦e� SEAL , 1.
(B)SANITARY SEWER - ONWASA • PaleE.NSIR Forks
saRRoad. Suite
eg200 FA.4.10.j227611
`"1'`�_ UC-3 TO UC-3A NOTES J ��NTB NC L1cer5e No, C-155a
(C) WATER - CITY OF ACKSONVILLE .-41 Q i MICHAE L BASS,JR ENGINEERING TECHNICIAN
6 PROFILE (HORIZONTAL) UC-3B TO UC-3J DETAILS KEVIN C.ZDEB,PE PROJECT ENGINEER FI. wl.«E.,+�``` -ADIANCED
N c 10 5 0 10 20 UC-4 TO UC-13 PLAN SHEETS �.r//y I O.110 1 LONNY SLEEPER DIVISION UTILITY ENGINEER
SAM FORSTER PROJECT DESIGNER
co WI" J UC-l4 TO UC-16 PROFILE SHEETS 7/1/2021II„
IN Nv WEBB WHITE PROJECT UTILITY COORDINATOR -
-..nun PROFILE (VERTICAL)
Q3"
,1/N`

DoouSgn Emelre ID 06AC0722-E9A0-1116-B6B&B969C0'9<81?
STATE OF NORTH CAROLS ,\' ,\ U-4906 UC-2
V7[SIO , OF HIGHWAYS
UTILITIES PLAN SHEET SYMBOLS RECEIVED
AUG302021
PROPOSED WATER SYMBOLS PROPOSED MISCELLANOUS UTILITIES SYMBOLS DCM-RALEIGH
Water Line (Sized as Shown) Power Pole 6 Thrust Block 1
11141 Degree Bend ±- Telephone Pole -o- Air Release Valve •
22 1 Degree Bend +-t Joint Use Pole b Utility Vault iii
45 Degree Bend +)` Telephone Pedestal o Concrete Pier U
90 Degree Bend 4 Utili(tilitysLinewnine by Others Steel Pier Se
Plug 1 Trenchless Installation Plan Note ��
NOTE
Tee 4i- Encasement by Open Cut 1 " Eua.° Pay Item Note
PAY ITEM
Cross Encasement
Reducer ►
Gate Valve N EXISTING UTILITIES SYMBOLS
Butterfly Valve N Power Pole *Underground Power Line
Tapping Valve H Telephone Pole *Underground Telephone Cable
LS
Line Stop I Joint Use Pole *Underground Telephone Conduit - -
Line Stop with Bypass 5'o Utility Pole *Underground Fiber Optics Telephone Cable -
Blow Off 111 Utility Pole with Base *Underground TV Cable - ,
Fire Hydrant * H-Frame Pole *Underground Fiber Optics TV Cable
Relocate Fire Hydrant v Power Transmission Line Tower *Underground Gas Pipeline - - -
REM FH Water Manhole - Aboveground Gas Pipeline
°
Remove Fire Hydrant 9 p -- - -
Water Meter Ps Power Manhole 0,, *Underground Water Line - . - -
s Relocate Water Meter 6� Telephone Manhole -. Aboveground Water Line A,5A.,e,
REM wM SanitarySewer Manhole a *Underground GravitySanitarySewer Line
Remove Water Meter 9
wok, Hand Hole for Cable = Aboveground GravitySanitarySewer Line ^°c so ,° , Sewer
s Water Pump Station 9 --
PR`Z Power Transformer z *Underground SS Forced Main Line
RPZ Backflow Preventer X 9
EEP Telephone DCV Backflow Preventer X p one Pedestal = Underground Unknown Utility Line
Relocate RPZ Backflow Preventer ® CATV Pedestal = SUE Test Hole s
Relocate DCV Backflow Preventer e® Gas Valve 0 Water Meter
Gas Meter 0 Water Valve s
PROPOSED SEWER SYMBOLS Located Miscellaneous Utility Object Fire Hydrant
Gravity Sewer Line — Abandoned According to Utility Records AATUR Sanitary Sewer Cleanout
(Sized as Shown)
Force Main Sewer Line - End of Information E.O.I.
(Sized as Shown)
•
(Sizedeper Note) *For Existing Utilities
Sewer Pump Station Utility Line Drawn from Record .
(Type as Shown)
Designated Utility Line
(Type as Shown)

OccuS2n Envelve lD 86AC0722-E9A0i114-66B8-B969C07S4813
RECEIVED PR _EC- R .ERENCE %S. - _.
UTILITY CONSTRUCTION AUG 3 0 2021 =E-,,GNE: 3v: -, -
�
, 6�,
DRAWR �
CrECKED Bv: KCZ ,:QCK '/24.%
A0F7:VEE _ . KCZ moo..... .,.'.=A,
GENERAL NOTES: PROJECT SPECIFIC NOTES: DCM-RALEIGH REV,5EC.
CAR . NA I .
1 1 'r- ENC IN E On 7/1/2tl2R'�
A. APPLICABLE TO BOTH UTILITY OWNERS P A,NFha
RAM17 CR A
1.THE PROPOSED UTILITY CONSTRUCTION 5. PROVIDE ACCESS FOR THE DEPARTMENT 1.ALL UTILITY CONSTRUCTION SHALL BE UTILITY CONSTRUCTION
SHALL MEET THE APPLICABLE REQUIREMENTS PERSONNEL AND THE OWNER'S SUBJECT TO A FINAL INSPECTION BY THE
OF THE NC DEPARTMENT OF REPRESENTATIVES TO ALL PHASES OF UTILITY OWNER REPRESENTATIVE TO INSURE DOCUMENT NOT CONSIDERED FINAL
TRANSPORTATION'S"STANDARD CONSTRUCTION. NOTIFY DEPARTMENT CONFORMANCE TO THE UTILITY OWNER'S UNLESS ALL SIGNATURES COMPLETED
SPECIFICATIONS FOR ROADS AND PERSONNEL AND THE UTILITY OWNER TWO STANDARDS PRIOR TO FINAL ACCEPTANCE BY Weston®Sampson I,C
STRUCTURES" DATED JANUARY 2018; WEEKS PRIOR TO COMMENCEMENT OF ANY WORK THE DEPARTMENT. USE Nash Sardine 2 47
505 East:hats,Stteel 9uDe 137 Coo0 NC 2'51
AND THE ONSLOW WATER AND SEWER AND ONE WEEK PRIOR TO SERVICE 2.CONTRACTOR'S ATTENTION IS DIRECTED Phase 91928-02,C Fax [phone]
AUTHORITY(ONWASA)MANUAL OF STANDARDS, INTERRUPTION. KEEP UTILITY OWNERS' TO SECTIONS 102, 107,AND 1550 OF THE
SPECIFICATIONS,AND DETAILS, LATEST REPRESENTATIVES INFORMED OF WORK STANDARD SPECIFICATIONS CONCERNING 8. EXISTING PVC PIPE SHALL BE EXCAVATED
EDITION (MAY 2016); PROGRESS AND PROVIDE OPPROTUNITY FOR TRENCHLESS INSTALLATION. PRIOR TO AND FIELD BENT AS NEEDED TO PROVIDE FOR
AND THE CITY OF JACKSONVILLE MANUAL OF INSPECTION OF CONSTRUCTION AND TESTING. COMMENCING ANY WORK ON ANY TRENCHLESS HORIZONTAL AND/OR VERTICAL TRANSITION
SPECIFICATIONS, STANDARDS, AND DESIGN, INSTALLATION ON THIS PROJECT, IT IS THE AND TIE-IN TO PROPOSED PIPE,AS
LATEST EDITION (JULY 2006). 6. THE PLANS DEPICT THE BEST AVAILABLE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DIRECTED BY THE ENGINEER.
INFORMATION FOR THE LOCATION, SIZE,AND A DESIGN FOR THE TRENCHLESS 9. EXISTING WATER LINE OR SEWER FORCE
2.THE EXISTING WATER LINE UTILITIES TYPE OF MATERIAL FOR ALL EXISTING INSTALLATION THAT IS DESIGNED, MAIN SHALL BE RESTRAINED ON THE PORTION
BELONG TO ONSLOW WATER AND SEWER UTILITIES. MAKE INVESTIGATIONS FOR CERTIFIED,AND SEALED BY A PROFESSIONAL
AUTHORITY(ONWASA)AND THE CITY OF DETERMINING THE EXACT LOCATION, SIZE, ENGINEER LICENSED BY THE STATE OF NORTH TO REMAIN BEYOND THE FITTING/VALVE
JACKSONVILLE. AND TYPE MATERIAL OF THE EXISTING CAROLINA,AS REQUIRED BY SUBARTICLE TIE-IN POINT. CONTRACTOR SHALL
FACILITIES AS NECESSARY FOR THE EXCAVATE THE EXISTING PIPE AND INSTALL
1550-3(B)OF THE STANDARD THE APPROPRIATE BELL JOINT RESTRAINTS
ONWASA CONSTRUCTION OF THE PROPOSED UTILITIES SPECIFICATIONS. NO DAMAGE IS ALLOWED
CONTACT: DAVID M. MOHR, PE AND FOR AVOIDING DAMAGE TO EXISTING TO RIVER, STREAM, CREEK,WETLANDS, OR AT EACH PIPE JOINT FOR THE DISTANCE
PHONE: [phone] FACILITIES. REPAIR ANY DAMAGE INCURRED NOTED IN THE TABLE ON THE DETAIL SHEETS
TO EXISTING FACILITIES TO THE ORIGINAL
BUFFER ZONES. IN THIS PLAN SET,AS DIRECTED BY THE
CITY OF JACKSONVILLE(COJ) OR BETTER CONDITION AT NO ADDITONAL 3. EXISTING BURIED WATER LINE AND ENGINEER.
s CONTACT: MICHAEL MOORE COST TO THE DEPARTMENT. SANITARY FORCE MAIN TO BE
PHONE: [phone]
ABANDONED AND NOT REMOVED BY 10.ALL NEW OR RELOCATED WATER METERS
7. MAKE FINAL CONNECTIONS OF THE NEW THE CONTRACTOR SHALL BE FILLED SHALL BE INSTALLED AT THE RIGHT-OF-WAY
THE EXISTING SEWER LINE UTILITIES WORK TO THE EXISTING SYSTEM WHERE WITH FLOWABLE FILL AND CAPPED AT LINE. UNLESS OTHERWISE DIRECTED BY THE
BELONG TO ONSLOW WATER AND SEWER
INDICATED ON THE PLANS,AS REQUIRED TO EACH END. RESIDENT ENGINEER.
AUTHORITY(ONWASA). FIT THE ACTUAL CONDITIONS, OR AS 4.ALL FITTINGS,4-INCHES THROUGH
DIRECTED BY THE ENGINEER. 11. WATER METER BOXES SHALL NOT BE
36-INCHES IN DIAMETER, SHALL BE DUCTILE
INSTALLED WITHIN PAVEMENT OR SIDEWALKS,
CONTACT: DAVID M. MOHR, PE IRON, PRESSURE CLASS 350, WITH END
PHONE: [phone] 8. MAKE CONNECTIONS BETWEEN EXISTING CONNECTIONS AS EITHER RESTRAINED JOINT UNLESS APPROVED BY THE UTILITY OWNER.
AND PROPOSED UTILITIES AT TIMES MOST OR MECHANICAL JOINT. THE USE OF
CONVENIENT TO THE PUBLIC,WITHOUT PUSH-ON FITTINGS IS NOT PERMITTED. 12. EXISTING WATER METERS THAT ARE TO
3.ALL WATER LINES TO BE INSTALLED ENDANGERING THE UTILITY SERVICE, AND IN REMAIN SHALL BE RECONNECTED TO THE
WITHIN COMPLIANCE OF THE RULES AND ACCORDANCE WITH THE UTILITY OWNER'S 5. PROPOSED PIPE TO BE INSTALLED FOR EXISTING/PROPOSED WATER MAIN WITH NEW
REGULATIONS OF THE NORTH CAROLINA REQUIREMENTS. MAKE CONNECTIONS ON DOWN AND UNDER RELOCATIONS TO AVOID WATER SERVICE LINES.
DEPARTMENT OF ENVIRONMENTAL QUALITY, WEEKENDS,AT NIGHT, AND ON HOLIDAYS IF PROPOSED DRAINAGE PIPES SHALL BE
DIVISION OF WATER RESOURCES, PUBLIC NECESSARY. DUCTILE IRON PIPE WITH RESTRAINED JOINT 13. CONTRACTOR SHALL BE RESPONSIBLE FOR
WATER SUPPLY SECTION. CONSTRUCTION. THE DOWN AND UNDER PIPE RECONNECTING THE CUSTOMER SIDE SERVICE
9. ALL UTILITY MATERIALS SHALL BE SEGMENT SHALL BE FULLY ASSEMBLED AS ONE LINE TO THE NEW OR RELOCATED WATER
s 4.THE UTILITY OWNER OWNS THE EXISTING APPROVED PRIOR TO DELIVERY TO THE CONTINUOUS SECTION BEFORE LOWERING INTO METER.
UTILITY FACILITIES AND WILL OWN THE NEW PROJECT. SEE 1500-7, "SUBMITTALS AND POSITION, UNLESS OTHERWISE DIRECTED BY
UTILITY FACILITIES AFTER ACCEPTANCE BY RECORDS" IN SECTION 1500 OF THE THE ENGINEER AND APPROVED BY THE 14. EXISTING HYDRANTS AND WATER METERS
THE DEPARTMENT.THE DEPARTMENT OWNS THE STANDARD SPECIFICATIONS. UTILITY OWNER. TO BE REMOVED AND/OR RELOCATED SHALL
CONSTRUCTION CONTRACT AND HAS 6. ALL PROPOSED PIPE TO BE INSTALLED BE RETURNED TO THE UTILITY OWNER FOR
ADMINISTRATIVE AUTHORITY. 10. CONTRACTOR SHALL NOT OPERATE ANY INSPECTION. CONTRACTOR SHALL DELIVER
COMMUNICATIONS AND DECISIONS BETWEEN VALVES ON THE EXISTING UTILITY SYSTEMS. WITHIN STEEL ENCASEMENT PIPES SHALL BE THESE UTILITY ITEMS TO A MUTUALLY
THE CONTRACTOR AND UTILITY OWNER ARE CONTRACTOR SHALL CONTACT THE UTILITY DUCTILE IRON PIPE WITH RESTRAINED JOINT AGREED UPON LOCATION. ALL OTHER PARTS,
NOT BINDING UPON THE DEPARTMENT OR THIS OWNER TO CONDUCT STRATEGIC OPERATION OF CONSTRUCTION, PRESSURE CLASS 350. AN PIPING,AND METER BOXES REMOVED FROM
CONTRACT UNLESS AUTHORIZED BY THE VALVES FOR SERVICE INTERRUPTION IN ALLOWABLE ALTERNATIVE MAY BE THE USE OF THE SYSTEM SHALL REMAIN THE PROPERTY
FUSIBLE PVC DR-18, DIPS, WITH A PRESSURE
ENGINEER.AGREEMENTS BETWEEN THE ORDER TO PERFORM SPECIFIC WORK. RATING OF 235 PSI CONFORMING TO NSF-61, IF OF THE CONTRACTOR AND BE PROPERLY
UTILITY OWNER AND CONTRACTOR FOR THE APPROVED BY THE UTILITY OWNER. DISPOSED OF IN ACCORDANCE WITH ALL
WORK THAT IS NOT PART OF THIS CONTRACT LOCAL, STATE,AND FEDERAL REGULATIONS.
OR IS SECONDARY TO THIS CONTRACT ARE
ALLOWED, BUT ARE NOT BINDING UPON THE 7. PIPE USED FOR WATER MAIN HDD 15. HYDRANTS AND WATER METERS LABELLED
DEPARTMENT. INSTALLATIONS,4-INCH THROUGH 16-INCH, TO BE REMOVED SHALL NOT BE USED AS NEW
SHALL BE FUSIBLE PVC C-900 DR-18 DIPS PIPE. MATERIALS IN THE PROPOSED CONSTRUCTION
UNLESS OTHERWISE APPROVED BY THE
UTILITY OWNER.

Doc,,Sgn Erneye ID 86AD0722-E9A0-0114B6B6-1396900794813
P C._EC_ REEF RENCE NE. N:.
.-49,t _l-_A
UTILITY CONSTRUCTION ..,
E4AWN EK: ;,FH Awp(;.,
ECK_. EY: KC7 ?" E~ 7G9-,
AEEECV__ _ . KC7 . 4a.aw%.n'-A
5EV c_,E': 4..':4.e.7.fiF
PROJECT SPECIFIC NOTES: (CONTINUED) PROJECT SPECIFIC NOTES: (CONTINUED) 0A `N:-'NA "-° � m��/e �
B. CITY OF JACKSONVILLE C. ONWASA ,,i,202, ,..,,
1. CONTRACTOR SHALL CALL THE CITY OF 7.WATER SERVICE LINE, 3/4-INCH THROUGH 1.ALL FITTINGS SHALL BE SECURED BY TWO
JACKSONVILLE PUBLIC SERVICES DEPARTMENT 2-INCH, SHALL BE HDPE C-901 PE-4710 (2)FORMS OF RESTRAINT. RESTRAINING UTILITY CONSTRUCTION
AT 910-938-6500 FOR WATER/SEWER (DR-9 OR DR-11 OR DR-13.5)OR GLANDS AND CONCRETE THRUST BLOCKING ARE DOCUMENT NOT CONSIDERED FINAL
LOCATION SERVICES BEFORE BEGINNING ANY PE-3408/3608(DR-9 OR DR-11), PREFERRED. WEDGE ACTION RESTRAINT UNLESS ALL SIGNATURES COMPLETED
WORK. ANSI/NSF-61 CERTIFIED, COPPER TUBING GLANDS SHALL ONLY BE USED ON DUCTILE Weston®Sampson -
SIZE (CTS)PIPE. IRON PIPE. FULL CIRCUMFERENTIAL PIPE x,64
2. SERVICE IS TO BE CONTINUOUSLY RESTRAINT GLANDS MAY BE USED ON PVC =91`. D2 0 a; Carl,, 219 NC `
PO t,:tic-1D220 Fd,d to�g2 0
MAINTAINED TO CUSTOMERS IN THE PROJECT 8. ALL VALVES, 6-INCH AND LARGER, SHALL PIPE OR DUCTILE IRON PIPE. OTHER FORMS
AREAS, EXCEPT FOR THE MINIMUM AMOUNT OF BE RESILIENT WEDGE TYPE GATE VALVES OF RESTRAINT(THREADED RODS, BELL 9.ALL VALVES, 6-INCH TO 14-INCH, SHALL
TIME REQUIRED TO MAKE CONNECTIONS TO WITH NON RISING STEM AND MECHANICAL RESTRAINT HARNESSES. ETC.)MAY BE BE RESILIENT WEDGE TYPE GATE VALVES
THE EXISTING SYSTEM. BEFORE SHUTTING JOINT ENDS. APPROVED BY ONWASA ON A CASE BY CASE WITH NON RISING STEM AND MECHANICAL
OFF ANY WATER LINE, RESIDENTS ARE TO BE BASIS. JOINT ENDS.
NOTIFIED BY THE CITY OF JACKSONVILLE IN 9. NON-METALLIC UNDERGROUND WARNING
WRITING AT LEAST 24 HOURS IN ADVANCE OF TAPE WITH THE TEXT"CAUTION WATER LINE 2.ALL JOINTS ON FIRE HYDRANT 10.ALL VALVES, 16-INCH AND LARGER,
THE SHUT DOWN. THE CONTRACTOR SHALL BELOW"SHALL BE INSTALLED 8-INCHES TO ASSEMBLIES SHALL BE RESTRAINED. SHALL BE BUTTERFLY VALVES WITH
ASSIST THE CITY IN DISTRIBUTION OF THE
12-INCHES BELOW FINAL GRADE DIRECTLY MECHANICAL JOINT ENDS.
NOTIFICATIONS. ABOVE ALL PVC WATER LINES DURING 3.ALL REVERSE(BACKSIDE)TAPS
BACKFILL. SHALL REQUIRE THE INSTALLATION OF 11. WATER SERVICE PIPE SHALL BE HDPE
3. EXCEPT AS NEEDED FOR FIRE A JOINT RESTRAINT SYSTEM. C-901 SDR-9 PIPE THAT IS C.T.S.
SUPPRESSION PURPOSES,THE CITY OF 10.TEN GAUGE SINGLE STRAND BARE COPPER
JACKSONVILLE SHALL BE THE SOLE OPERATOR TRACER WIRE SHALL BE INSTALLED ALONG 4.ALL CONCRETE SHALL BE NCDOT CLASS A
OF ALL VALVES AND HYDRANTS ON THE CITY THE TOP OF ALL NON-METALLIC PIPE. WITH A COMPRESSIVE STRENGTH OF
OF JACKSONVILLE WATER DISTRIBUTION 3,000 PSI AT 28 DAYS. MAXIMUM SLUMP OF
SYSTEM. THE CONTRACTOR SHALL NOTIFY 11.ALL CONCRETE USED FOR THRUST CONCRETE SHALL BE 3.5-INCHES FOR
THE CITY AT LEAST 48 HOURS IN ADVANCE BLOCKS,THRUST COLLARS, VALVE VIBRATED IN PLACE CONCRETE AND 4-INCHES RECEIVED
OF REQUEST FOR OPERATION OF VALVES AND STABILIZING PADS, CONCRETE ENCASEMENT FOR NON-VIBRATED CONCRETE.
MAKING A WET TAP OR CUT-IN. ONLY IN AN OF PIPES,AND FIRE HYDRANT SETTING AND
EMERGENCY, MAY THE CONTRACTOR CLOSE A THRUST BLOCKS SHALL BE NCDOT CLASS A 5. HEAVY GAUGE TRACER WIRE SHALL BE AUG 3 0 ZUZ1
VALVE. CONTRACTOR SHALL KEEP A RECORD WITH A COMPRESSIVE STRENGTH OF INSTALLED ALONG THE TOP OF ALL PIPE
OF ANY VALVES CLOSED DURING AN 3,000 PSI AT 28 DAYS. READY MIX INSTALLED BY HORIZONTAL DIRECTIONAL
EMERGENCY AND NOTIFY THE PUBLIC CONCRETE SHALL COMPLY WITH ASTM C94. DRILLING (HDD). TRACER WIRE SHALL BE DCM-RALEIGH
SERVICES DEPARTMENT AT THE EARLIEST ALL EXPOSED CONCRETE SHALL BE AIR FASTENED TO THE PIPE EVERY FIVE(5)
REASONABLE TIME OF THE SPECIFIC VALVES ENTRAINED. FEET WITH HEAVY PLASTIC ZIP TIES.
THAT WERE CLOSED. CONTRACTOR SHALL BE RESPONSIBLE FOR
ENSURING THE TRACER WIRE IS PULLED
4.WATER LINES 14-INCH AND LARGER SHALL SUCCESSFULLY WITH THE PIPE BY
BE DUCTILE IRON. ALL DUCTILE IRON PERFORMING A CONTINUITY TEST OF THE
PIPE,4-INCHES AND LARGER, SHALL BE TRACER WIRE AFTER COMPLETION OF THE HDD
PRESSURE CLASS 350. PULLBACK.
5.WATER LINES, 6-INCH THROUGH 12-INCH, 6. PIPE USED FOR SANITARY FORCE MAIN
SHALL BE PVC C-900 DR-18 PIPE THAT IS HDD INSTALLATIONS,4-INCH THROUGH
D.I.P.S. FUSIBLE PVC C-900 PIPE SHALL 16-INCH, SHALL BE HDPE C-906 SDR-9 PIPE
BE USED FOR HORIZONTAL DIRECTIONAL THAT IS D.I.P.S.
DRILLING (HDD)ONLY, UNLESS OTHERWISE
APPROVED BY THE CITY OF JACKSONVILLE. 7.WATER LINES 18-INCH AND LARGER SHALL
BE DUCTILE IRON. DUCTILE IRON PIPE,
6. CONCRETE THRUST BLOCKING, TIE RODS, 4-INCHES TO 12-INCHES, SHALL BE
RESTRAINED JOINT PIPE AND/OR OTHER PRESSURE CLASS 350. DUCTILE IRON PIPE,
MEANS OF RESTRAINT SHALL BE PROVIDED AT 14-INCHES AND LARGER, SHALL BE PRESSURE
c ALL CHANGES IN PIPE DIRECTION. CLASS 250.
CONCRETE THRUST BLOCKING IS NOT
RECOMMENDED WHERE THE THRUST BLOCK MAY 8.WATER LINES, 6-INCH THROUGH 16-INCH,
BEAR ON OTHER UTILITIES OR WHERE THE SHALL BE PVC C-900 DR-18 PIPE THAT IS
AREA BEHIND THE THRUST BLOCK MAY BE D.I.P.S.
EXCAVATED IN THE FUTURE.

Docusgn ErNe*ye ID B5ACOT22-E9AD411a-B686.B%9C0,04815
1
°RO;ECT REFERENCE NO. SHEET NO.
U-4906 UC-3B
TRENCH COMPACTED No.67 STONE IS TO DESIGNED BY: SHF
,G,� - BELOW EXTEND FROM BOTTOM OF TRENCH TO .•��" „"
' -) Y" �� 4 THE TOP OF THE BY-PASS PIPE AND OUT DRAWN BY: SHF \y\H CARO(�'•,
4,1,,,tea�>S \9.,� 4 12 INCHES FROM EACH SIDE OR TO THE CHECKED EY: KCZ �oP1 E5�7Gy949
EDGE OF THE TRENCH,WHICH EVER IS
I I� I- GREATER APPRCVEC EY: KCZ , - l°.SEAL 'i -
TYPICAL EYE BOLT S.
1 �' REVISED: .�E t
/1 W. t] •4't ` -,-' § NORTH CAROL ' iV01 T. INt�.:4 -
,J aaF
---SV- EX./PRO. PROPOSED
._UltUTYf �i i"r°-" �'"TI"' �-� 1� TRANSPORTATION PARTMENT OF ,FI'/R C. lD`�--
F'B-DR MORE OVER •--"II I ��k IrI - UTIL I TIES ENGINEERING SEC. 7(1p102I
TINGHE EXIST STORM —SEWER, USE OF OIP CR STEEL -TT'— @ PHONE:[phone] UTILITY CONSTRUCTION
THE NO CV OR ENCASEMENT ENCASEMEN'4EwwEMENT I FAS:(919)250-41 51 PLANS ONLY
5 REWIRED
TYPICAL EYE BOLT
S UTILITY CONSTRUCTION
DIP PIPE
FLANGE Era. DOCUMENT NOT CONSIDERED FINAL
A. SYSTEM I —_IF CN ARANIE IS 12-OR LESS,
DIP OT ALLNTER
n THREADED STEEL RODS. ExaP+. INTERFERENCE PDX UNLESS ALL SIGNATURES COMPLETED
I SEE NOTE 1.STAINLESS OONNLT.CASE BY CASE PAsl=_
\ ♦\." 1. ♦ •. / STEEL OR COLD DIPPED NC .
�: GALVANIZED. �Ofl®SORIpE,>a1
-\•, LIze.1Be
/L /-1 FULL]DINT DIP PIPE WSE OI NOVI CoaHto,PC C-4B47
It 1 �F e 4- 588 East CI r�.hn,I Street Suite 137 Cary.NC 27511
A.:t �: ExISN+L STORM$EWER PPE— 1 1 ' FRKna:819.297 0220 Fax [phone]
```1 ,� TRENCH
"0 / �` 1� 0 I-I ��Qk�Aa"A /Z�� I BELOW I 45 DEGREE BENDS TIE ROD ANCHORS DATUM
`� rip I 1 1 / (TYPICAL 4 PLACES OR AS NEEDED) <
:n i, III-IIII _- -'� NEAP JOINT BACK MUST BE PIPE ROD NUMBER OF
0 -B I _-I I- I RESTRAINED WITH APPROVED THREADED RODS-SEE NOTE 1 SIZE DIAMETER A307 RODS
_ - I �I RESTRAINT METHOD _ NEXT JOINT BACK MUST BE (INCHES) REQUIRED
�' . r BOITOM OF DITCH .a11 I m f I--- RESTRAINED WITH APPROVED
C ❑ n1 � �DIP ., _ RESTRAINT METHOD BTEST PRESSU
RE = 150 PSI
1 I UWDFSTURB®EARTH 11-I L__ 2 MINIMUM DEPTH:AM, 4'MIN. b ri I- / 2
47:
=I 11 �I ':iI�' STORM SEWER A.LONI.'O \ I-7 UP
ti— _II �I IIi y 1 I IHl_ 1I B 3/4" 2
'� ``"'lllrrr--- I —I_II TI=111= 10 3/4" 2
t -1 r IITI—
_ - (? 41r## ( 12 3/4" 4
NEXT MECHANICAL JOINT ON EACH SIDE MUST 20 316 /4" 8
7 EXISTING OR PROPOSED 24 3/4" B
BE RESTRAINT FLANGE AS WELL
ED SANITARY SEWER USE RESTRAINT RING 30 1" 10
TEST PRESSURE = 200 PSI
O' NOTES:
PROFILE VIEW 1. THE BYPASS IS TO BE ASSEMBLED ABOVE GROUND FIRST, 6 3/4" 2
PROPOSED UTILITY C V ER 2. RECORD ALL AS-BUILT LENGTHS USING THE CENTER UNES OF THE PIPES OR BENDS AS REFERENCE POINTS. 10 3/4" 4
O 3. ADAPTERS VARY IN TYPE ACCORDING TO THE MATERIAL OF THE EXISTING WATER MAIN. 12 3/4" 6
O_ NOTES:1. USE OF GRIP RINGS IN LIEU OF RESTRAINT FLANGE SYSTEM SHALL BE PERMITTED ON A CASE BY CASE BASIS BY EXISTING STORM SEWER 4. I THE PUBLIC SERVICES DIRECTOR.P RINGS IN LIEU OF 20
FLANGE SYSTEM SHALL BE PERMITTED ON A CASE BY CASE BASIS BY 20 3/4" 12
L. NOT TO SCALE 24 3/4" 10
i THE PUBLIC SERVICES DIRECTOR. 30 1" 14
Cn
STAINLESS STEEL OR COLD-DIPPED
STANDARD VERTICAL BEND DETAIL GALVANIZED ASTM A307 TIE RODS
c NOT TO SCALE WATER BYPASS FOR DEEPLY BURIED WATER LINECP
NOT TO SCALE
w
N
RECEIVE©
Lc
o
AuC 2021
NOTES:
E1/� 1. A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH
C IE u DIRECTIONAL DRILL SECTION BY THE DIRECTIONAL DRILL CONTRACTOR. u`I�'TVTVDpE�
O H 2. ALL DRILL SECTIONS SHALL BE HYDROSTATICALLY TESTED, PER SPECIFICATIONS 040O°
N ®r Wt- ` UPON COMPLETION OF INSTALLATION AND PRIOR TO CONNECTION TO THE MAIN
/ V WATER LINE.
Ci 3. LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, I Li--�J
N WITS CF CULVERT CROSSING NUMBER OF P.E. PIPE JOINTS, LOCATION OF DRILL MACHINE. AUGER ENTRANCE GOrvv
C LOCATION, AND TIE-IN POINTS ARE TO BE APPROVED BY OWNER PRIOR TO ANY NYH 1e-00 �1 a PTv U
START OF WORK OR ORDERING MATERIALS. °1Pf1i1' 10A v„G vlvv - - I
p- 1 FULL CNT OF OF ( 4. UTILITY MARKER BALL SHALL BE PLACED AT BOTH THE ENTRY AND EXIT POINT OF
cm.;( I MN ALL DIRECTIONAL DRILLS. MARKER BALL TO BE FURNISHED BY UTILITY OWNER AND METING 11,E
C 1YP CULVERT PCE 9 INSTALLED AS DIRECTED IN THE FIELD.
/ ABSENp.J _ EXISTING GRADE- 5. THE DRILL DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A
V1 (rm.) I \ MINIMUM DIAMETER FOR THE PIPE INSTALLATION. riej,;E1nNT 1 0
D7 6. IF BURIED OBSTRUCTIONS ARE LOCATED IN THE LENGTH OF THE DIRECTIONAL BY Avv ° Ar°Is"E
C . /)Y2S2Y'. ... _�' _ .. DRILL, DIRECTIONAL DRILL CONTRACTOR SHALL AVOID CONFLICT WITH THESE
�,., fY'- \ / \ � �-�- <,.,.,:�..„ I OBSTRUCTIONS BY GOING UNDER A MINIMUM OF 12" WITH PROPOSED PIPE UNLESS
/ - t �/ � 3 OTHERWISE SPECIFIED OR IDENTIFIED IN GENERAL NOTES ON SHEET, OR IN FUSIBLE PVC TO EXISTING PIPE TRANSITION
d J/ II'yC SPECIFICATIONS. '•1 rzr
TV
N WAIFS LINE OR ' J Icy ._I `WATEi INNE OR
�_ SENEF FORCE MAN �/ A' SEWER FORCE MAIN
C ANCHOR STRAPS�7 yIlIIljlj'I � 1W C5.25 .YDS.EACH SIDE,TYPfisir GRANT, Mh
W .- SEE BLOCKING CROSS SECTION'
/ l` 10' HORIZONTAL RUN.
0L,' �N\ `\`RESTCANEC LI ONT or INSPECOIOT HOLE ONLYS LOCATION.
`-cdNCRETE THHRusT UTILITY MARKER_ I SEE NOTE 3, "L" - VARIES (SEE PLANS)
BLOCKING,TTPICAL BALL, PROVIDED ' J 1
BY OWNER (TIP.)
7 CAND SSENS I IVE sDR
AAS NOTED PON ESK APPROXIMATE GRADE
C OF ROAD SHOULDER y
>' NOTES. GATE VALVE I' 10' MAX - ai
L • ONLY FULL'B OR 20'AN15 OF LLCILLE PO.PPE SHALL BE usp DN EACH SIDE OF UPPER BENDS,UNLESS O11ERN15E APPROVED. (TIP.) --- _ SPACING 4y
C a IF EPROVED FOR USE.RESTRAINING RODS SHALL S.STAINLESS CS STEEL ON ETWEENI UP ER1.305 WT E RESTRAINED
EDJCINTBITUMINOUSD COATING. y I \ FOR DEPTH /
z� J MEASUREMENT I 3
a. PIPE ST•*540 OMIT'DMOCKING N TF WPER BENDS UNDE1,HNER ANC BETWEEN UPPER BENDS TO BE RESTRAINED,ICNT C F 0
A- A TMUST ANC SHALLBLOCKING NOT PEOTRIG P00 CN f HEST SEWER LINE y, `�, Z,
5. EACH RUNG SHALL BE SECU4LD BY T\YC FORMS OF RESTRAINT.REs1RA FIN GLANDS AND CONCRETE THRUST BLOCKING ARE PREFERRED J* "�I_ • W I
L NEOCE-ACTION MIRANT GLANDS G.e.r6_GALUGS,ARE APPROVED ONLY FOR USE Cu.DUCTILE IRON PIPE FULL-CPCLVERENTIAL PIPE
Z RESTRAINT GLANDS(.e-GRP RR CF MAr BE USED CN PVC DR OUCTAE IRON PIPE ALL RESTRAINT GLANDS SHALL BE SPECIFlCALLY EXISTING PIPE DI OR PVC N r
/ BELL
RES FCC USE OK THE TWEE OF PPE Fa:WHCN 1NFY ARE BENG.STALLED OTHER FORMS(1E RESTRAINT SUOI AS THREADED ROC, 0�I' °S1II,II1 EXISTING PIPE ,,,)
BELL RESTRAINT HARNESSES,ETC MAY BE APPROVED BY ONNASA ON A CASE-BY-CASE BASIS Li ( 10 MINCING W F w i 10' SPACING ^ ET.,'''
U c 2 21 1 MIN
O 11.25' DI FITTING- - * W 1
_ y P.
.1.25' DI FITTING E.,
• II vF-RT CRCSS'NG GREATER THAN 72" OF- COVER -i2 0+ i 1 a
eL
L NOT TO SCALE
v
FUSIBLE PVC PIPE RADIUS OF BEND VARIES
(PIPE SIZES MAY VARY) WITH PIPE SIZE R.
U
o C
Q
u)
WATER HORIZONTAL DIRECTIONAL DRILL PROFILE Q
IE.
3= NOT TO SCALELI, V
v/c

DowSgn EmM•e ID 86AC0122-EBAO411486B8-8 9 690 0 79 4 81?
PROJECT REFERENCE NO. SHEET NO.
U-4906 UC-3C
MAXIMUM PAYMENT WIDTH SAW DESIGNED BY: SHF
CUT EXISTING ASPHALT 40 LF RESTRAINED JOINT DIP DRAWN BY: SHF ,004,H CARO(iy.,
(2 PIPE JOINTS TYP.) CHECKED BY. KCZ e
: CO''S-/G
APPROVED BY KCZ - aNr SEAL
2" MIN. OR MATCH EXISTING RESTRAINED JOINT I 3
MECH59.5 SURFACE COURSE FITTINGANICAL AS SHOWN ON
OR REVISED: Kiw^ E F t
NOTES: NORTH CAROLINA Ht�•fe
" "" """� 1. A PROFILE AND PLAN SHALL BE DIRECTIONAL DRILL SECTION BYP THE IDIRECTDED ONALTDRILRy L CONTRACTOR.EACH EXIT FOR w DEPARTMENT OF �.r��/N 1\.
W r - • �,3� �� s • E -1.-1 LI- o Q TRANSPORTATION C
,j�'• Ae �!S • • ;A •�, 1. • I. •� • 2. ALL DRILL SECTIONS SHALL BE HYDROSTATICALLY TESTED, PER SPECIFICATIONS lovE dre r 7/1f2b21"'
EWi mem • •{x• • ► • •{.{ • {�•F• • -no UPON COMPLETION OF INSTALLATION AND PRIOR TO CONNECTION TO THE FORCE PER PLANS Irn _ SIZE ASDIP i REWIRED ; FHON l:( ENGINEERING SEC.
�1• f4`"'+ EfFii•• AND SPECS 'EII�,I '�R�II PHONE:[phone]?-669�
• • •,�J • ► MAIN. PER PLANS is FAX:f9 7 9 1250-4 1 51 UTILIPLANSNONRYC
��Q• 3. LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION,
68L.•..�� • • �lir 4.4, •_• ' • NUMBER OF P.E. PIPE JOINTS, LOCATION OF DRILL MACHINE, AUGER ENTRANCE �� 17- F<
LOCATION, AND TIE-IN POINTS ARE TO BE APPROVED BY OWNER PRIOR TO ANY BUTT FUSION JOINT UTILITY CONSTRUCTION
MIN. 8" COMPACTED START OF WORK OR ORDERING MATERIALS.
ABC AGGREGATE BASE I I I I • 4. UTILITY MARKER BALL SHALL BE PLACED AT BOTH THE ENTRY AND EXIT POINT OF
6" ALL DIRECTIONAL DRILLS. MARKER BALL TO BE FURNISHED BY UTILITY OWNER AND HOPE YJ ADAPTER ANSI/AWWA STANDARD NJ
—I INSTALLED AS DIRECTED IN THE FIELD. COMPACT MJ/BF GLAND AND GASKETS W/ DOCUMENT NOT CONSIDERED FINAL
_ 5. THE DRILL DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A W/SST SLEEVE EXTENDED BOLTS PER WI
1'+ MINIMUM DIAMETER FOR THE PIPE INSTALLATION, INSERTS FITTING MANUFACTURER UNLESS ALL SIGNATURES COMPLETED
COMPACTED BACKFILL III 6. IF BURIED OBSTRUCTIONS ARE LOCATED IN THE LENGTH OF THE DIRECTIONAL I
DRILL, DIRECTIONAL DRILL CONTRACTOR SHALL AVOID CONFLICT WITH THESE Weston®.S.a NC
OBSTRUCTIONS BY GOING UNDER A MINIMUM OF 12" WITH PROPOSED PIPE UNLESS U.I-we.
OTHERWISE SPECIFIED OR IDENTIFIED IN GENERAL NOTES ON SHEET, OR IN DIP TO HOPE TRANSITION (TYP.) wSE uENorrn camro.PC C-4847
SPECIFICATIONS.
588 EaraChalhon1ShoM Salle 13- Cory.NC 27511
Paulo 9192S7eze7o220 F.R192870221
C
0,
ID
CI
m
n UTILITY PARKER_ - SEE NOTE 3, "L" - VARIES (SEE PLANS)
M , BALL,OWWNERIDEDPB) E- CROSSING OF ROAD CREEK AND SENSITIVE
P.E. PIPE TO BE INSTALLED
C J VARIES WITH A MIN. OF 10'HORI20NTAL ARIAS AS AUIlD ON PLANS 1 APPROXIMATE GRADE
(_; RUN. INSPECTION HOLE ONLY 10,MAX OF ROAD SHOULDER
GATE VALVE ALLOWED THIS LOCATION,
(TYP.) - m MFOR EASUREMENT
12" 12" — az \MEASUflEMENT/
PIPE WIDTH i�t~ •
:JD
DIP )III m '1iII=I�II�1I
cn
NOTES: I 40'MIN W w
v 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT. SPACING C s 40'MIN
] 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH DRY SOIL OR ABC STONE TO i i SPACING
THE BOTTOM OF THE PROPOSED SUBGRADE. THE BACKFILL SHALL BE PLACED AND COMPACTED c w� w
+
' IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 1.
p SELF-RESTRAINED PE/NJ ADAPTERS, m y
3. WITHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFILLED AND COMPACTED NSF APPROVED FOR POTABLE WATER
0". IN ACCORDANCE WITH NCDOT STANDARDS. WITH SST SLEEVE INSERTS. ADAPTERS - / �^
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED. TO BE HOPE DR-9 (TYP, BOTH ENDS.) RECEI V
C 5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO ADAPTER SHALL BE PE/MJ TRANSITION. ED
n CASE SHALL THE ASPHALT BE LESS THAN 2" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO
0, ACHIEVE A SMOOTH LEVEL PATCH. HOPE DR-9 PER SPECIFICATION
(ALL PIPE SIZES MAY VARY).
STANDARD PAVEMENT CUT AND PATCH DETAILS FORCE MAIN HORIZONTALDIRECTIONAL DRILL
AUG 3 0 2021
,6, NOT TO SCALE PROFILE
Lu
C NOT TO SCALE CCM-RALEIGH
} APPROVED METHOD FOR
t
EXTENSION OF VALVE BOX
/ J 1COVER A
C" I� o
D, C_
v a. •'A a 2'
U.
G STANDARD CONRETE VALVE COLLAR IF PAVEMENT OR
C 8 1 t> NOT IN ASPHALT. IF IN ASPHALT, RR TRACK
CD
G 11 VALVE BOX TO MATCH ASPHALT GRADE. SHOULDER
SHOULDER
LO G .� 2 FINISHED 5' BEYOND TOE OF
N GRADE SLOPE OR EDGE DITCH
C
/ ® OF PAVEMENT '
LC DOMESTIC l".'n""""
LC
allill
C P_ CASTING -iiiii)®r
AVEMENT —
/
In FICC >�F l /.T •> END SEAL
C VALVE BOX CAST IRON
iCOVER VALVE BOX �\
1
zQ TAMPED '. �,
C - VALVE o BACKFILL lib' WIMI
0' /G BOX 'D9
CAST IRON STEEL PIPE
CASING
I'" GATE VALVE RESTRAINED JOINT
/ 5 3.. TAMPED // 1__ ,� DUCTILE IRON
T BACKFILL STANDARD MJ GLANDS MASONRY ENCLOSURECARRIER PIPE
a /NOTE:RESTRAINT GLANDS AT EACH END
: II \r-- , — / IIFMFY BE NEEDEDEO AS OPTION
r.
STANDARD VALVE BOX 1 TYPICAL PIPE CROSSING
ENCASEMENTS SMALL EXTEND FROM DITCH
LINE TO DITCH LINE IN CUT SECTIONS,
T BOTTOM SECTION ] FIVE (5) FEET BEYOND THE TOE OF
r— I SLOPES IN FILL SECTION$, AND TEN (10)
C
L', 1� VALVE —i FEET BEYOND EDGE OF PAVEMENT IN
/ \ ' ' WATER CONCRETE SECTIONS WITH NO DITCH OR FILL AREA. ,,
L; )o D1 MAIN ° SUPPORT '�.
Z c
J
NOTES: /--r TAMPED Q Q
✓: - 1. VALVE BOX SHALL BE FEB TAMPED — I~ BACKFILL „L,
•
} MUSVALVE SPECIFICATIONS BACKFILL/ , NOTES:STEEL ENCASEMENT PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.
O 2. CONCRETE VALVE COLLAR _ryI�
d REOUI RED •
ON ALL VALVES. " \CONCRETE 2. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH WITHIN THE CASING BY USING Q
SPACERS OR SPIDER" STEEL SUPPORTS AT A MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT AND0
SUPPORT ONE INTERMEDIATE). OTHER METHODS MUST MEET APPROVAL OF THE ENGINEER. O
VALVE PDX INSTALLATION INLiNE VALVE DETA L
0
7
NOT To SCALE NOT TO SCALE DRY PORE AND JACK PI E ENCASEMENT
0 NOT IC SCA_E
O
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003utpr E,ry 0000 ID.B6ACO222{BA0-4114.B686-8969G0194513
CF PROJECT REFERENCE NO. SHEET NO.
U-4906 UC-30
m DESIGNED BY: SHE
TEST PRESSURE = 150 PSI TEST PRESSURE = 200 PSI' DRAWN BY: SHE oc H LAIR. ',1,
CHECKED BY: KCZ aec`c-s", TE
ORENSY4 M. C¢114 A., T PE �01NEN510.MT/ MO NA(I S.
/\ SIS nine ",n SVC F1TT1NE Cu RN APPROVED BY: KCZ qq_`,,���� A-SEAL r/>\L ~ REVISED: """[" E� i -
•C• u V. 0 v. Im 1m 1m 0.0.
511-h - NORTH CAROL INA �j1''',pINE��p,.'f
n SEE NOTE I _ m v 1m 1m ,x OA0 22 v L00 LOO L:0 DEPARTMENT OF F✓/ Cc.
lam' iii II woes sr Lro . L50 as wcE: •,. Im L00 w TRANSPORTATION N C• 1„'
EQUAL 11- -I:I f 00• LM Lo0 .y 50• 50 -I 7/1/2021 '''
.•,y0• 11 q •nil UTILITIES ENGINEERING SEC.
�:1I. 11=11 I l= m 1m 100 2m 007 u 1.m Lm Lm FHONE:1 9 19 1707-6690 UTILITY CONSTRUCTION
I=11:=I I �=II_- 111 •• FA%:19191250-4151 PLANS ONLY
x7• SEENOTEI • EOWL LI,.• 1m �` 250 `H la of _� �_ UTILITY CONSTRUCTION
• I1_ �•� �• • 22142• LW 300 250 A 221/Y LOO
_ ...-7 II111 �II •.:r. •� .. 3_ .L.- - . WO em(i_901 Lro Iw 14ro WS
-IIf1TI=111 ' _ ,a 50. L 1 Pm m 1� 1 2� li • DOCUMENT NOT CONSIDERED FINAL
0.
11=11 Ecwu UNLESS ALL SIGNATURES COMPLETED
'=111 a1. v. 120 u0 250 045 u IMP LSO L50 ex 045
iI 11=1P II 11. III ... 221. la0 u0 zm 035 a 1.8. LSO u0 2. a15 NC
1� »may Jr 11. n r--' 00, We7Ton®Sampsor5
-1 le- II➢: . f 0+ocs .5• 1w 1m e54 ar ➢A'ET n 1s 150 us LoenEe:
_ II 11= _ ll m 2m a00 025 N0• 2.5C 2m Z. '.A1SE oI Norm Corti-a.PC c11BR7
- 1¢ _ .50 a> TQ PSC _ 598 Fast Chatham Street SJIe 13 CaM,NC 2,511
01one:919.2930220 F30o 919.297 0221
MX All RFNf FITM^( FOR TEE F.rnNG u VC 200 2m 250 023 u v. 2S0 2m 250 023
J22 v2' 2m 2m 250 023 22 I/. 2m 2m 2.50 023
VILER IHLN'H TO ACCBMw2GATE wolf. .s• 2m 2m 2.T5 02s .... A. 2m 2m 2.T5 023
L 4900+if REOu1RE[ •
200 20 03N TEE .m m 0ZOO2 20 Om
J Ta 3m POO 5
J n 0. .m P P. nn
G I TREKH V1JTH u v. 200 10C 300 620 a v+ 2m 2m 3m 02•
In I HVAu
6.
1 42.MIN TH.i42�, 3m 2m 3M T wOR 22.5.2 .m 2.3m 300 00*i •
1 A!0 3m 350 35E
TQ 490 3m 3N 081 TIM 550 3m 3m 0.
17-
MAL 3•MIN II L. 2m 2m 3m Fr I.1,.• 2m 2m 3m 025 RECEIVED
t • • 1 2m 300 179 221,2• .m 2m 100 0.50
OEOuA, •� 3'MIN TEE 15C 350 3100 WA YEE 750 .m 3m Lr2 '
AUG 3 0 2021
• -.DISTURBED
ChART NOTES,
EARTH B BN 10114F.0.BLO..R P.I1(31NY 6-S1TEC TILL AREAS IN N AREASOCATI MEW•21ANCE CA SN LI NAM'
C •T• BEEN REMOAP BCVNEER 512E W5T BE iE-92EL FOP THE'PEOM LOCAIbN/ci+nRNSTANE Ft ANC LICENSED
P0YES9aNA FNENEER
FOLLOYAND
0- SEL'TGN A-A 2�a BLOCEND 5 CONSIRLC THESE,.SJLABUS ASSUME nS WNW IN OETAL
.7 _ L SCE BEARING PRESSURE a 2000 Fg
DCM-RALEIGH
-TC BE F0RMEC Te ENSURE ACCESSIBILITY 1C FITTINGS AK POURED AGANST 3.1�0 1A1 NOTF000 5 FPS SOIL
• PLIC.AgE TC BEDBUG NG BENaS-
i - • 0 0000NK•5IR5 CO,auTTHE AT..t�101�,51.0.11.II ONCRETE BLOOM.1104 FRICTICN BETWEEN YONC3 lE BItOANG ARAI A,App(0
- __LE IMIAPPEE N POLYETHYLENE TC PREVENT CONCRETE FROM CONTACTING N
FTINGG. s GLT„MP=NOS OF MECHANICAL.PINT BENE6.
3.CONCRETE TC 3E WSW JOA 3,000 P9 O 2e DAY.
L 1.MEN SACKRE'TE F_TO EE USED,IT SHALL BE PROPERLY MI%EC REF 0AN„FACTORER SPE.....AWNS THRUST BLOCKING
N
c THRUST BLOCKING NOT TO SCALE
NOT TO SCALE
LU
a
i
Li
c
cr
RTSTRANT GLAND
o -5 12ROUND
a
LC •
m 1 1
n' TRUST COLLAR • F
C ` (SEE DETAIL;. /
LL 1 .. \ /
CF RESTRAINT - 3/1"IREA%EL •LIT GLAND.( Na6VRBEn l
TY^.•. � -i
51E11 ROCS
V ANCHOR
2 _11 7 STRAP
CHOR STRAP *1111'1
"x:fiAPp CONCRETE THRUST BLOCK • P ••MillEIZM
UrNTTOM OF iDISTURBED612.11
TI I Y N• MOM EMI
O ADD RESTRAINT GLANDS 1 Y ♦•'- �_�
C THROUGHOUT A599A31Y. 1 V'•, 11i
�' ROD REOUIRCMENTS1 4 S.
010:RAN1E r B"R •e• CLEARANCE
L_ 3'*001 SIZE OF 3ENO STATIC THRUST W POUNDS NO.OF RODS REGUNED MIN. REINFWCNG FEIXwENENTS
L ' :I,MDEH E" 4.328 1 IC.PIPE NEB.42E Y BAR LENGTh Y'BM OEK2R •Y eAP IENGT!i Y"BAP YEIEMT NC PEWREO
G. ,^-0 T._ 8" 2,694 4 E'-36" FB 2•-Y.0 C.PIPE 043 LBS/FT '-+• 1 U.S EACH x-20.Y-+2
12 17.312 1 •e•*07eMer 26 S-C•.00.PRE 1.502 IH5/TT 1'-3" IS L9S EACH 1-24.T-12
I' ,) 30.77E 8
GTRUST COLLC TRUST SCHEDULE
24 69.252 8 AR AN
V ID PIPE ••
'P' "C-6'-t6'. 20"-I.• JO'-]f•, b•
07 •-/. -. GENERAL NOTES
T • 1 4' . ALL FITTINGS.SMALL BE'WRAPPED IN POLYETHYLENE TO PREVENT CONCRETE FROM CONTACTING WC*seaterseater
L FITTINGS,BOLTS.OR ENDS OF MECHANICAL:ONT BENDS Rn
L C - 2 EACH FITTING SHALL BE SECUREC BY TWO FORMS OF RESTRAINT.RESTRAINING GLANDS AND 44
C- CONCRETE TRUST BLOCKING ARE OREFERfED FEDGE-ACTOR+RESTRAINT GLANDS(I E MEGALUCS) BD-1ES
ARE APPROVED ONLY FOR USE ON DUCTILE RJN PIPE.FUL-CIRCOUFERENTAL PIPE RESTRAINT CO:CR[T[SHALL BF 300E P;..Av0 TRANSIT 01100
GLANDS(I E GRIF RINGS;MAY BE USED 3N PVC OR DUCTILE IRON PIPE ALL TESTY 611 GLANDS. 2. REINFORCE.B.,SHALL BE OEFORN60 ANC TED'COMER `y
L. SHALL BE SRECEICALLT DESIGNEE FOR.SE ON THE TORE OF PIPE FOP WIIICM THEY APE BEING 3 TRENCH B.1TOu MOTH IN NCN LATIIX Ni ITT OF THRUST BLOCK INSTA •SHALL BE THE MNUN VAC.NYC
Z fi". MS-AILED OThEP FORMS OF RESIRW.T SUCH AST 810011 POE.BELL TES10A NT IIATVC'SCS. . BA;vi1LL TANNED N 6F Us STANDARD ENBENIEUT DETAIL Q
- no MAY BE APRGVEG BY CNWASA ON A CASE-PT-CASE BAST_. AN
CC 2 IF APPRCVEC FOP.SE PT CNWAS,STEEL POD,A.BOLTS SHA1 HE 3/4'NCI DIPPED
} GALVANIZED
e BLOCKING CROSS SECTION . SI,ST CSE ENCTLE IRON EYE BOLTS*HERE NECESSARY
NO SCALETHRUST BLOCKING i
0
NCT TC SCALE O
CL
THRUST 'LCCK NG
NCT TC SCALE a,
07 4
0 e
0
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DocuSge Emdbee ID B6AC0722{BA0-411466B8-B969CEi9e613
1
PROJECT REFERENCE NO. SHEET NO.
U-4906 UC-3E
-
DES IGNEG BY: SHF
PrYIY MOfEE: DRAWN BY: SHE ' lH CAHO/ '-,
1-N* i TYFmU-MiroTMWw Rm.%B6' The1116.0 Anchor%pee•sled be elonerd Prlarti to Q" /y
Bea W el limb Cep OR B1eW arse oast SoN she!to mewled dump C HE C KEG BY: KCZ CC-S'-14
1-Rhine•TVT1 !WQ W-Filln0 e*.Tan 9WMnO
ore meow" et. 2 v
Ed.2 inedelaerWIEM.%MINIM MIT CFp 41eae,rs Mal be praYaac by Rhino MrlOng8 APPRCVEC BY: KCZ . A ajawSEAL Tr.1
1-Cep Lock-TSEO(X/v Tel 900one 61i 3
P'ah,din,Serer..Yc REVISED: .
e-Darr iBD�t«Duran Daub RECEIVED NORTH CAROL INA "—^7Pr 1NE�e -
et areipronel La/My stets a m..tro eowe* DE FAR TMENT OF "'•,f� (�,:'
Mno"ewe boss(not wgen/010na a fire Nydleni •„ ,N C. 1C.,•
amen-Illy tealch4 ends d NeLlatr tow L,.A.ap. TRANSPORTATION
ONWASA'S I CUSTOMER'S of el rrwtea.oeee by tfaeova bores,awn Ode ore UTILITIES ENGINEERING SEC. 7/�2Y721
RESPONSIBIJTY RESPCNSEIIJTY 'aeareyamerl0.ern along Or piping awned.The PHONE:[phone] UTILITY CONSTRUCT ION
STOPS HERE I BEGINS
m.eavR owing far Fe borepLwq WIN/nerera FAX:[phone]E1 PLANS ONLY
• 0911112.500 NITva..E In b.b.e WI..Outs Ns AUG 3 0 202
I WI04Mtepla arbattoORPBane'aith.,„L"...,.r UTILITY CONSTRUCTION
PRESSURE RESSCNc WI bs arlio'sa b lors gnarl t o o an Ua icle omslIn 1YkrJbL
TEN REOImBINC C :NC GATE vALVE •d trandr••aFe+A �,.e••y1�reel
I LLIYBNG LODE; DCM-RALEIGH
METFB uT-OFF PETER 4ETEP.Box NEAR Hc.SE 111! Ill dTXoe.WIrc.Mae�Tracer taste coeEY tows DOCUMENT NOT CONSIDERED FINAL
Coma utility modem dui eke be installed al ends of UNLESS ALL SIGNATURES COMPLETED
QNWSA'S WWAv'S OVTaSAS (ClPSTCWET(D1k. dYVCRAS(ne
"ALE vALK
/ NFkT TO rE1EN
�� (aEMUW¢) ; 'Fs7 �`s.
Weston®Sampson
[ i F _ WSE U/NOnh Carob,.nG C-4B47
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let F a 588 Eoet CTnaom Shael &Joe 137 Co,.NC 27511
„' I s 1 Phone:918.28'0220 Fox 819 287 0221
C '-I �- -I' nu. �- 1110' 1 1- ; w
1 CHECK AL
ASSEMBLY
WWASA'S `_.��
MA M1 \ / , p G,T•is T E
J . ,P of E ;,,,,,,,
o u/��\II► ale ,10,..,�.� M 6A W R I y��'a,��%�'tr e f�f.':e��i�«. .
p'. • ♦. 1.
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Nand Carolina P.n.s O.Sec:.604 reyres a coo rdare.Modem.program,ad c Pressure eea,cFS
+ rave a al connections Wit ore Poo.Water Spay
I h dear Me.aA a Penas redPrna'Kew Y.rS1 be me..a.eaey Dead Me meta see dloaror dare)- ( � u� _ Ind AKL CF oK.E BECfE'i 1C 11S E C1EL
LO 2 M adartund gore Ma cam.nee Me Aces.a eecanrnended Ma not rt.Yee � � DEPTH F'/R GRA\JLP MATERIALTE -',r E /
J AK naWaWs fed be pressure rated le are M6ad-NMy(,50 Co) L ` r mph TQ '1(rf�( ,L - ETC TO, WITH CWPACTE>R N LAP OF�F F
Cn 1 The.ntee mete..a L.oS.epee Installation Pleoee mortar the OnMOA Toter a.a Sam*APtRalty(ONWAS•,I.ehly-tyr.24)hours _ + V'. ..t .- TO,JP RPE RIPE ( oR I4ATEL, _
,E 0'advance to
a... he Pula tior o,the
narea
/ 1
Me meter. rt PERCENT1_90 ..LTD V-
J S EXCAVATE?.E THE-.E'
E:
Meta...meet Nate ATE9IAL ,
1r paws- e •
/�� (%% 1.FOR NORMAL PIPE 14 ANC R TI-A CONSIDER :;.,LC
O motets We blue dad apro.im .y rainy(30',feet .H to enter o•the mac UlOB 0,.t of proper Mamment Al CNwAS24 mar fir F'VEN TC THE USE SIZESZ LAYING INCH CONDITIONSNCLARGER.OTHER THAN TYRE I.LL s.e M. to and Me met ...Arc ROT ma-Fe4 B...sr. S/-ea.r a right t place Me meta m Me most '-
D_ rea.TM leape tc a parse.involved M Me Mae Ass a Rat Mom.iR o Mao.Moot..a may resat a c slay cr rstabron CONSIDERATION OF THE PIPE-ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS
C" FIGURE MAY BE INFLUENCED BY FACTORS OTHER THAN PIPE STRENGTH. FOR
/`t TO rP METER NSTAL`AT �./N D++ • ADDITIONAL INFORYATDN ON PIPE BEDDING AND BADKFILL,SEE ANSI/AV/WA
CT
C600
NOT TO SCALE
0 STANDARD UTILITY MARKER FOR WATER MAIN WATER MAIN EMBEDMENT DETAILS
NOT TO SCALE NOT TO SCALE
a
C
LLJ
/
✓)
N
EASEVENT TN
PROPERTY MINMY L 3E'HORIZONTAL CLEARANCE EASEMENT OR
t LAE :FROM Ally OBJECT RROPETTt MINIMUM 36'HORIZON-AL CLEARANCE
/ LINE FR.ANt OBJECT
lC
(]
tT -IRE HYDRANT,PUMPER NOZZLE w,/STOR2 AOAGTEA TC 3E PONTEC
✓ A - 'ERPENCICUUF TO STREET FIRE HYDRANT.PUMPER NOZZLE w/STORZ ADAf TEREC TC HE RCrv1
--- ) Al- PERPENDICULAR TC STREET
7 rc 0(IIE TRAFFIC RANGE BETWEEN
OO t 2"-6"MAX.BURY LINENE ar12°
TRAFFIC FLANGE BETWEEN
(V Rim / 2"-6"MAx 3URY UNE
/ � /�VALVE BOX
l� / A
C - 7-MINENT Mini - • �� IpEW u CURB A GUTTER
CrHAVEJEENT
,' II
lD "[Ti' BOY PE'+deTASA PUCICC PRIVATE �d �`� f"GATE VALVE�.II F•- 1! N
�L I. 36-12 AIN. l
O •- '=F'IEM1TS RIGHT PROPERTY !I II DTHERVISE DEPTH ® E--f"GATE VALVE
/ OF WAY SPECIFIED S DCII UNLESS
vALK AOx-/ I - S
V, DEPTH
O -y ip WINS (DAMPED 0,6^lRTS) ON PLANS 3 KN. lb CONC.
COMPACTED 6'Urn- %joy lBLOCK
•
'- 3b'HM (TAMPED IN 6"URS BLOCK
L VARIABLE P.E. 5/B"%3/<"RETIED T;BE �elan
� - ..- +�
MS'TALLID BIT DNWASA II M•In
� 3/1'P.E. •'
N PLASTIC SDR9 b ll - -
H 2"
CP
C TAPPM SADDLE PER =—_ BRANCH PIEY7. } _I I-0• / I OF CRU91ECMIN OF 3 u5T0 SBIC TONE `
Lu _\ -1 �]S CONNECTION TO . .i Max.
/ ONWASA RECUPEMEN75 _ ..♦ I/ \ 0.. .... UNR BY OWNER �� ..\�. ^. conc.wPPaR--/ DRAINAGE MA.
L / _` 7 Cu FT CRJSFED
/ 1 �� 7 CU FT CRUSHED / CONCRETE TWNST BLOCK STONE MIN
0; 1ak $$vv TRJAPCRARY PLUG FOR SEF VICES CONC.1HRu5T
> c 1 A'S, NOT TC 6E'PLUG FOR ( 1 STONE LAN. MJ 45' BLOCKNG PLACED AGAINST `CON: SUPPORT
Y r UNDISTURBED EARTH
\ J CONNECTED 1 I-MN OF•CLBIC FEET O R•JSNEL BENDS
STONE FOR DRAINAGE
/1� 6`OF#57 WASNEC
\\` /--.-1.-,�- AGAINST
IE DISIGT BLOC/PLACED
STONE BASE AGAINST Ur:CSIURBE[EARTH FI�YDRANT MANUFACTURER SHALL BE AS REQUIRED BY PROJECT SPECIFlDATCNS
WAtEF MAN 3/4-BRASS 3/C X 5/R'METER YOKE 2. FIRE HYDRANT SHALL BE INSTALLED USING HYDRANT TEE
CORD STOP WITH LOCK A1NG METER Mr tin= 3. BRANCH PPE SHALL BE DUCTILE IRON.
FIRE HYDRANT IIAI.UFACTJRER SHALL BE AS REQUIRE BY PROJECT SPECIFICATIONS. 1H
2 FIRE HYDRANT SHALL BE INSTALLED USINC HYDRANT TEE. ALL
HY TO ON NLL BY HYDRANT INSASSEMBLIESTALLED ESE VERTICALL RESTRAINED
Nkri
A
5. ALL FIRERS ON FIRE LBW SHALL BEIRESTRAINED F.3 BRANCH RPEAN SMALL BE DUCTILE IRON 6. AIL FIRE HYDRANTS SHALL BE EASEMENT
LOCATED WITHIN DEDICATE STREET RIGHT-OF-WAY OR A 20-iOOT PUBUDLY •r
• FIRE HYDRANTS WU RF HYDRANT ASL IN IHUE VERTICAL RESTRAINED.
DEDICATEE PERMANENT UTILITY EASEMENT 1C UNWASA
5 ALL JOINTS ON FRE STALL 11Ec_SHALL BE RESTRAINED. 7. NS1AAR BOLLARD ME POST A$PER THAT I E CR CONDITIONS MANDATE V
NC1E: METER BD%TO BE SUPPORTED ON BRICK OR BLOCK 6 ALL FIRE HYDRANTS SMALL BE LOCATED AMIN DEDICATED STREET RIGHT-OF-WAY OP A 2C-FOOT PUBLICLY 8 H�ORAri SHALL OCTCT BE IM1'STA ETC SO THAT THE GN:15HEC ELEVATION CK SJRRWNCINC PREP INCLUDING
DE01'-ATEL PERMANENT JTIOST EASEMENT TC O:WAsA. .ANDSCA'HNG,MULCH.EHT VEL ETC.;G IS A ME MA%w JM BURY UNE C%TIE HYDRANT •,.77
7 INSTALL SHALLC SCORN POST AS REF DRAYANGS OR CCN3I110N5 MANDATE 9. RAxa1ON PERMISSIBLE E%TENSMN LENGTH IS 2-FEET
�1 TO /1 B. HYDRANT SHALL NOT BE INSTALLED SC THAT THE FNISHEC ELEVATION Of SLRROUNDING AREA(INCLUDING. 10. IF HYDRANT LEG IS LESS THAN 10-FEET LONG.THE HYDRANT SHALL BE RODDE BACK IC THE'ALA.
/4TH � r' SERVICE CONNECTION ANC METER MuLCH,GRAKLETC.NG Ts
BURY LINE OF THE NYDFa\'T. cn
9 ...UV PERMISSIBLE E%TEh510M1 LENGTH li 2-FEET
D e HYDRANT LEG IS LESS THAN IC-FEET LONG. E HYDRANT SHALL BE PODDED BACK TC THE VALVE ,,...0 THE
NOT TO SCALE ANr'TIME SITE WORK.CONSTRJCTICN.ROAE WORK.OR ANY ISZ
OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT,
ANYTIME STE WORK.CONSTRUCTION.ROAD HORN OF ANY THE CONTRACTOR IS RESPCNSIBLE FOR I^.:USTI.NC.THE FIRE 0
OTHER WORN CHANGES t1E GRADE OF THE FIRE HYDRANT, HYDRANT TC STAY WITHN COMPLIANCE.
THE CONTRACTOR IS RESPONSIBLE FOR AD,CISTNC THE FIRE
HYDRANT TO STAY WITHIN COMPUANCE-
FIRE HYDRANT ASSEMBLY CURB AND CUTTER
FIRE HYDRANT ASSEMBLY SHOULDER/DITCH SECTION a
NOT TO SCALE SECTION e
-O .-
Nr< NOT IC SCALE 0)
.4
OC. M,
cva - C
-,s� !r
r3.- A

DowSgn Emclope ID.66AC0722-E990-0115-B6B8-13969C0794813
PROJECT REFERENCE NO. SHEET NO.
U-4906 UC-3F
DESIGNED BY: SHF m `H,CAR o
DRAWN BY: SHF <iy.,
(RECEIVED CHECKED BY: KCZ - '''' ctSS/Qy9tit9
APPROVED BY: KCZ b s 4.4'm.SEAL ' t
REVISED: 4.44. 1 I
���111 NORTH CAROL INA �"1D'.*c1NtUe
AUG
1I i(` o /02i DEPARTMENT OF .`b.N"'.""'ip4•':
E-\tJ( L TRANSPORTATION
UTILITIES ENGINEERING SEC. Z/1y'1021j11
FHONE:[phone] UTILITY CONSTRUCTICR
FAX:[phone] PLANS ONLY
®CM-•`/'11_EIGL C
Weston
UTILITY CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Weston®Sa mpsofi C Lnzneer
WSE of"Norm Caronlo.PC C-4847
598 EMT Clulha111 Sheet S4e 137 Cary.NC 275'1
Phone:[phone] Fac.919 297 C22'.
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7 5-Mel fMTi51M CAelee nook bee abo,eQAM IOb msbss rthafmfal IMOS.
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0 assembly enamel end.d&emle bomb belt wpm
d e earn*ash by/•efbll bomb sheds de
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0, apog for the i...vdla aHly mews
wel be 503 bear lest b locales wham floe we
p mitts WINO.belt Innty weer
pa .one
we be sd db&emends M temp in mend.
0_ Llii e *epee to
ym melees Ronde sues Web wee
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-- �_ •
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Im f T� W E E1E ATE L
B keel R "�JE:P E. COY 'T L
iiii/ ,AFSE[E T..1ER L C 0 M✓t • -
v'E- f:E:'�TAnGAF,; RC w 1Fl SIC E EeT-i4v:AR! •
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il
O ns�"b. IstI 0" T T
O (bowel � ESCAVATE FITS THE1 C FREE FET AS NAME CL ':'7'E
N &pll li' w�A t'v 5.ORGANIC lE IAL F HI NAIEm A__ • E
/ _ FknZEr.E TH
GO
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1.i
C /l NOTES: • &HEN TA-'I', THE_.ENE 1 I NOT ELLEEG THEPIPE MAN.JFA I E+_ALLOWAN_ES
01. FOR NORMAL PPE SIZES'4 INCH AND LARGER.CONSIDERATION SHOULD BE D r,ALL AI RELEASE VALE _0C'JB_E SNAP SERVICE SADD_E.
Li.C . OVEN TC THE USE OF LAYING CONDITIONS OTHER THAN TYPE NLESY CTHERWI E JCATEL ON THE PLANS.lAA553LE SHALL BE FLAT-Tor,Q' if
2 CONSIDERATION OF THE PIPE-ZONE EMBEDMENT CONCITIONS INCWOEC IN 4 Af RELEASE/vACI /VALVE HALL BE RISPIN S SERIES 'CR YAL-MATIC SERIES OC
G ,` 1, THIS FIGURE MAY BE INFLUENCE BY FACTORS CTHEP THAN PIPE STRENGTH. 5 IF FORCE .TILE IF N UPSTREAM ANC P EAM OF AIR RELEASE VA E =uLL E T. -
FOR ADDITIONAL INFORMATION ON PIPE BEDDING AND BAT.KFlLL,SEE DUCTIL IkO1l. :x'PIPE, SITS EF LIn IN PER THE PROJECT SPECIFl[ATFC.S E.SNAL_8E�ENTER THE As
ANSI/AWWA C000. T. AIR RELEASE/VACDDLI VANE MANHOLES SHALL BE 5'MINIMUM INSIDE 91M1rER hytreCall
m0 _ 7. BOTTOM OF VENT PIPE SHALL BE A MINIM m OF IV OR 3'ABCVE FLOOD ELEV'ATCN.WHICHEVER IC APPLICABLE
STANDARD UTILITY MARKER FOR SEWER FORCE MAIN SEWER FORCE MAIN EMBEDMENT DETAILS AIR RELEASE VALVE SEWER
C
01 NOT TO SCALE NOT 70 SCALE
NOT TO SCALE
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DowSNn Enr*JPe ID 86AC072]{9g04114.86888969G0794813
8
e
PRC!ECT REFERENCE NO. SHEET NO.
U-4906 UC-3G
" BACKFILL, DESIGNED BY: SHE
TAMP WITH BACKHOE IN 2'LIFTS "�N CAR
DRAWN BY: SHF `�(a ��'•
' SMN(403. CHECKED EY: KCZ �_` �ta°f'"ESe/G4,,,,
, j APPROVED EY: KCZ .-.rl+.�.�n�SEAL y °_
�Q•��'/ REVISED: �E11
"1% NORTH CAROL INA NO;q- INEE
OPEN TERRAIN C�/ TRANSPO TAT I ON '`P1B C. 1„.'
UTILITIES ENGINEERING SEC. 7/17202K,,"
? PHONE:[phone] UTILITY CONSTRUCTION
FAX:[phone] PLANS ONLY
•\ AN OVERLAY MAY BE / I S Ml1,REQUIRED (N
's) UTILITY CONSTRUCTION
= TYPE SF-9.5A OVERLAY-MINIMUM II/4"THICK, ,/ DOCUMENT NOT CONSIDERED FINAL
•••••-••::.•::; •�• 25 EACH SIDE OF PIPE TRENCH UNLESS ALL SIGNATURES COMPLETED
: 4--...,•^ • I V✓ASFOfI®SORI�?SOf1 NC
—
WSE of North Coroho PC C-41347
\ /' ,�: 58B East Cha7mn Street Stile 137 Cary.NC 27511
\'vL4 `''S3. y I. �—BITUMINOUS CONCRETE SURFACE Agrp:919287.0220 Fork 919.2870221
\\ COURSE TYPE SA.SB.MATCH EXISTING
V
•(p,_ - ROAD SURFACE PAVEMENT OR 2"MINIMUM
= C� 8"MINIMUM
U] 14'- AGGREGATE BASE .�
p ' COURSE TYPE ABC -
,. . 1 '' "� ,
O 6"THICK CRUSHED STONE - ~ S.
\ SAW Cur
O OR GRAVEL BACKFILL -'_
_ MECHANICALLY COMWACTED - EX.ASPHALT
MECHANICALLY COMPACTED _ - - BACKFILL,6"LAYERS,95%
'~ SELECT BACKFILL,6"LAYERS STANDARD PROCTOR - �,1:7 :
`.- (MSHTO T-99)
,� �I RECEIVED
o Z
C (:::,) E
an
a UNPAVED AREAS >.''::;;_•
SUBJECT TO TRAFFIC � :� � ,. . ;' �y�aid jry. ���-RALEIC�H
titts, 'SST 'pF
N
CD
TYPICAL TRENCH BACKFILL AND SURFACE PAVED AREAS
Lt REPAIR DETAILS TYPICAL TRENCH BACKFILL AND SURFACE
NOT To SCALE
s REPAIR DETAILS
_ 1 NCT TC SCALE
I
• 'e 1 MAX.PAYMENT LIMIT
• -/ I- =0.D.+4'-0
-�._� RESTORE GRADE TO ORIGINAL
O / I GROUND SURFACE ELEVATION
/ EXISTINGSURFACE
LL . -_ _
O NOTE: t I�I aI_11
/ PROVIDE BEND FOR PAP .ON 8 - '1 L It- 1
O
MINIMUM HORIZONTAL ODNTRACnON > LL, - F I�1
LC SEPARATION IS 10'IF '' RIGHT P I VARIES
0 VERTICAL SEPARATION IS •' . ' • OF 24" PIPE 24' T.
V; - LESS THAN 18" , _ UTILITY STRIP SIDEWALK •- 1 WAY TYP. O.D. TYP.
CC
L m .I CARRIER PIPE \����.H..'-*WV"! SEE NOTE 3(VARIES WITH PIPE
c _ 1 NON-WOVEN 7711,7 x', 14' A. BAO LL CLASS)
C PLAN VIEW 1 NON
W VENat, —sEE NOTE 2
"CP a FABRIC FILTER '> i:iV►"rle.--00 —SEE NOTE 1
C - CLEANS UNDISTURBED-•--'R �i
EARTH
00
METER TO BE SET BY CITY U
— a' ; NOTES:
_ _ / METER/BOX&BRICK~ 1. 8"DEEP NO.57 STONE OR EQUAL WRAPPED IN NON-WOVEN GEOTEXTILE FILTER FABRIC
O 5 . - - _- I MI. 1,. LIGHTLY COMPACTED.OVERLAP FABRIC BY MINIMUM ONE PIPE O.D. w
= SERVICE TUBING 30"MIN-+ 18"MIN ''?)�
v QQ �I. _ 2. 4"DEEP NO.57 STONE OR EQUAL LIGHTLY COMPACTED PIPE BEDDING.
G `f a COVER I COVER t 3. GENERAL BACKFILL COMPACTED TO 90%STANDARD PROCTOR DENSITY IN 6"MAXIMUM 2
L nl LIFTS. y
Idl=ln ^�ilI=AIL=I1;-- 3
I- "- MINIMUM VERTICAL - ? SUPPORT WATER SERVICE
Li C LINE ON UNDISTURBED OR _ar
z u: — SEPARATION - -...-SEWER SERVICE
18"IF HORIZONTAL < TAMPED EARTH j -�L..
4- SEPARATION IS LESS z `% . H 1 +.
y v_`IO' I- `\�' SUPPORT SEWER SERVICE LINE ON U'N S U1 I T A E L E S U B C R A IDJ F TRENCH 6'
D% m R', d'- , a UNDISTURBED OR TAMPED EARTH
p :e �r I-111= �� _BED SEWER SERVICE LINE IN#57 STONE FROM TAP C E T A I L - TYPE A
r11 L-1I • TO BEGINNING OF HORIZONTAL RUN
0_ v ITS-,II= 1�-TIr 1" , SEWER TAP SECTION SOT TC SCALE
U
t,,� PIPE BEDDING 2
CAL RES L'EvT!AL WATER & SEWER SERV C-
SCHEMATIC Q
000> NOT TO SCALE
N N0- 6,
3`n
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/_

Doategn Enelbpe 1D 86A03722.E AO.41148688.8969C0794813
•
cg- PROJECT REFERENCE NO. SHEET NC.
U-4906 UC-3H
cu
DESIGNED BY: SHE
DRAWN BY: SHE �(a/H'CAROC/y-,
CHECKED BY: KCZ {e�IE SS?Nt
APPROVED BY: KCZ w SEAL t E
REVISED: zM I
NORTH CAROL INA __9! -, !Mt\'e0
DEPARTMENT OF
TRANSPORTATION
RECEIVE() UTILITIES ENGINEERING SEC. 7/1/2021"'
PHONE:(919170?-6690 UTI_'.`Y CONSTRUCT-N
FAX:[phone] ANS ONLY
AUG 3 0 2021 UTILITY CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DCM-RALEIGH Weston®Sampson NC .
—
WSE of North Co Nino P'C C-48H7
598 East Chart-urn Street Sale 137 C .NC 2
P11ore:919287 0220 Fa,919.297 C:
CT
C
L
w
G
= IT
"- T RIGHT OF WAY-NOTE 2
C
C
5'MIN.--. -"'t \ 2 �;
t t SHOULDER PAVED ROAD WIDTH SHOULDER I
l
-C \ / 1
+ _,I
ASPHALT
�! �� � /'�2
v I I i ROAD BED --EI I 1- i I I J_ .� ���- ��
IL�I— 2
C f �" 12"MIN. STEEL CASING PIPE
L- I ;� g SEE CHART BELOW f I �$ / �iT .2.
' 40:
„„..1 36' 1 /
BRICK AND MORTAR END SEAL(TYP.) BEYOND MIN. \ \ k /
L
CARRIER PIPE —PIPE SUPPORT ASSEMBLY F/L OF / / \ \ /
C —18'1T DIP PIPE DITCH /
y RESTRAINED JOINT DIP SEE DETAIL ra'�, /' •
'<N./
C
ASING PIPE MECHANICAL JOINTO DIP� /
CARRIER PIPE RAILROAD O HIGHWAY w/RESTRAINEOJOINT f. �'� 28
NOMINAL OUTSIDE OUTSIDE WALL OUTSIDE WALL / /� / ,,�i 1
+ DIAMETER DIAMETER DIAMETER THICOESS DIAMETER THICKNESS / \ / 3/4"DIAMETER STAINLESS
6'&UNDER 6.90" 12 3/4" 0.188' 12 3/4' 0.188" AN -L " pr
, STEB OR GALVANIZED BOLTS I-
+_ 8" 9.05- 16" 0.281' 16" 0250" / 6 \\I
10' 11.30' 20' 0344• 20" 0250' \ f PIPE SUPPORT ASSEMBLY
- 1C
C 12' 13.20' 24' 0.375' 24• 0.250' RESTRAINED JOINT
A�
c 14' 1530• 28• 0.438' 78' 0312' W
16' 17.40" 30' 0.469' 30' 0312• / II
/
C I9• ism- 30 0.469 30 0312• C.P. PIPE SUPPORT ASSEMBLY MARK NUMBER DIMENSIONS
�' 20" 21.60• 42' 0.625' 42' 0.500" ENCASEMENT PIPE NOMINAL O 'J2
•
7 24' 25.80' 42" 0.625' 42' 0.500' DMC W T B A T 8 T 4 X Y z
DIMENSIONS ARE WITHOUT COATINGS 6" 5" 2" 3/8 3" 1• 3/8 3• 3/8 1/2"DIA. 1 REQ'D 10.40 1 7/8 3/4"
C WALL THICKNESS PER PLAN 8" 6" 2" 3/r4" 1 3/4' 3/8" 3• 3/8" 1/2"DIA. 1 REQ'D 14.07 1 7/8" 3/4"
C 10• 6" 2" 3/r 4" 43/4" 3/8" 4" 3/W 1/2"DIA. I REQ'D 22.10" 3' 1 3/r
u
lY 6" 2" 3/8" 4' 3 3/4" 3/8" 4" 3/8' 1/2"DUI. 1 REQ'D 2220" 3' 1 3/8"
NOTES:
,./ // e l 14" 6" 2" 3/8' 4" 2 3/4" 3/8" 4' 3/8" 1/2 DIA. 1 rr
y .,`. // REQ'D 22.30' 3" 1 3/8"
O 1. INSTALLATION BY DRY BORE&JACKING. / 16" 8" 3" 8'3/ ' " 6" '
2. BORE TO RUN FROM RIGHT-OF-WAY TO RIGHT-OF-WAY UNLESS APPROVED OTHERWISE BY CITY OF JACKSONVILLE. 6 4 1/4 3/8' 3/8• 3/4 DIA. 1 REQ'D 27.40' 3' 1 3/8'
3. GREASE ENCASEMENT PIPE AS REQUIRED FOR EASE OF iNSTALIATION. /' .+ LC BRIO(WITH TYPE M OR 5 MORTAR END SEAL(ol 18" 8' 3" 3/8" 6' 3 1/4" 3/8' 6" 3/8" 3/4'DIA. 1 REQ'D 27.50" 3" 1 3/8"
G.' 4. STEEL PIPE TO BE 35,000 PSI MIN.YIELD STRENGTH,GRADE B. BOTH ENDS OF ENCASEMENT)
C24' 12' 4" 1/Y 30• 5 3/4" 1/2" 10• 1/2" 1/2"DIA. 2 REQ'D 3430• 3' 1 3/8"
30" 12" 4" 1/2" 10"2 1/2" 1/2" 10" 1/2" 1/2"DIA. 2 REQ'D 39.00• 3' 1 3/8"
CT
TYPICAL DETAIL FCR BORE UNDER PAVED TYPICAL DETAIL FCR PORE UNDER PAVED TYPICAL DETAIL FCR PORE UNDER PAVED w
ROADS/HIGHWAYS ROADS/HIGHWAYS WITH END SEALS RCACS/HIGHWAYSF.
CI NCT TC SCALE NCT TC SCALE NCT TO SCALE U
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D°cuSpn Env!lope ID 86AC0722.E9A04114-BSB6-B969C0794813
• PROJECT REFERENCE NO. SHEET NO.
U-4906 UC-31
TOP
- UNDISTURBED EARTH DESIGNED BY:
cr
� SHF
SECTION VIEW GII�I- Flu _ DRAWN BY: SHE ,oO.1N CAR04;,,
CHECKED EY: KCZ 4' T.S570L r"
I - ,_ . 1:111,Lai'I i c
APPROVED EY: KCZ °rSEAC
2iic 2
- r REVISED: +^R-' Ie
. - RESTRAINT FLANGE NORTH CAROL INA
SYSTEM x TRANSPORTATION "•.L7N C. 1°,,:‘'
' -1 FULL JOINT DIP PIPE- uj DEPARTMENT OF
711f202R"
�.. UT IL IT I;( ENGINEERING SEC.
MAX.36" PHONE:(9'1 91707-6690 UTILITY CONSTRUC":.-\
. . o DIA PIPE I FAX:[phone] FLANS ONLY
, ,
°rR UTILITY CONSTRUCTION
THREADED RODS ,:.T �... 1....,o 'i
', ,. ... WHERE INDICATED(TYPICAL)
•-'. a.: .�-- _. _. _. DOCUMENT NOT CONSIDERED FINAL
I-I� T - UNLESS ALL SIGNATURES COMPLETED
A RESTRAINT FLANGE SYS I CM \ Weston®Samps 0'T• WIST-OFF"NUTS SHALL BE PLACED ON A RILL
._ .' BEFORE POURING ` of Norm t-
cara .=c C-4847
CONCRETE JOINT OF DIP PIPE. BpLT ;�. � 58B East Ctoo.hon Sneer Bite 137 Caw.NC 27511
\ SHOULDER , Plme:813 207 0220 Fax [phone]
CC STRAIGHT PIPE Ur■3 STAINLESS STEEL STRAP ;_ , ' BOLT y��� �4iii/
SIZE 6 8 10 12 16 IB 20 2410 SPACER 0.
"D" 15 15 18 18 21 21 24 24 DRILLED TO FIT ANOgR BOLTS
"L" 24 24 30 30 36 36 36 42 / REAR VIEW / ��I
CI /// (2)5/8"DIAMETER S THREADED
/� a:��.,,> A�
M ANCHOR BOLTS,SET IN CONCRETE \ / ' SECTION A
\ I ;
o L'�LT U
' WATER MAIN l - -- _ �l�I/lrYil�li
, . .
J ® `ICY I !.\, ,J B SECTION B RECEIVED
_ .� ;• i
• �i6) \�� �� AUG3 On
--- .•:-2.00B PSI OONWETE _�,L` - " UG 0 2021
O B t FRONT VIEW TYPICAL EYE BOLT DCM-a_ 12•MIN. 7" NOTES: RALEIGH
i
L% 1. BACKFILL AND COMPACT IN 6"LAYERS.
STANDARD ANCHOR BLOCK DETAIL 2. PLACE RESTRAINT FLANGE ON ONE FULL JOINT OF PIPE.
OP •
C NOT TO SCALE
L BLOCKING WITH RESTRAINT FLANGE SYSTEM
92 NOT TO SCALE
L. TEST PRESSURE=150 P.S.I. TEST PRESSURE=200 P.S.I.
O P
DIMENSIONS Ft.) ^,J DIMENSIONS(Ft) VOLUME.
Q) A ( VOLUME. N w �� CONCRETE T CONCRETE
C a FITfiNG "L" "M 'T" CU.YD. FITTING "L" 'H" 'T" CU.YD.
.gI �rp{ I w1]1/4° - - - - w 11 I/4° L00 1.00 1.00 0.04
22 1/2° 1.00 1.00 1.50 0.06 22 1/2° 1.00 1.00 1.50 0.06
O „ -- _ 45° 1.00 1.00 1.50 0.06 45° IAO 1.D0 1.50 0.06
vSff NQ1E 1 .. _ .• 90° 1.00 1.00 2.50 0.09 90° 1.50 1.50 2.50 0.15
T , < TEE 1.00 1.00 2.00 0.07 v TEF 1.50 1.50 2.00 0.12
p ' _ --�• , 11 1/4° 1.00 1.00 2.50 0.09 11 1/4° 1.00 1.00 2.50 0.09
O ! J ` r 22 I/z° 1.00 1.00 2.50 0.09 i 22 1/2° 1.00 1.00 2.50 0.09
i I`III _ ¢ z 45° 1.00 1.00 2.50 0.09 " 45° 1.50 1.50 2.50 0.15
v 90° 1.50 1.50 2.50 0.15 v 90° 1.50 1.50 2.50 0.15
I'
TEE 1.50 1.50 2.00 0.12 TEE 1.50 1.50 2.00 0.12
-_ Q• _ Q =" °11 1/4° 1.50 1.50 2.50 0.15 11 1/4° 1.50 1.50 2.50 0.15
i22 1/2 1.50 1.50 2.50 0.15 LL' 22 1/2 1.50 1.50 2.50 0.15 Off' _ - III
° x12" 12" 12" 12"
O y 45° 1.50 1.50 2.50 0.15 45° 1.50... 1.50 2.50. .. 0.15
i ,0 90° 2.00 2.00 3.00 0.28 ,a 90° 2.50 2.00 3.00 0.33
,r FOR ALL BEND FITTINGS FOR TEE FITTING TEE 2.00 2.0o zso o.z3 TEE z.so z.00 z.sD o.ze
m
O 111/4° 2.00 2.00 2.50 0.23 11 1/4° 2.00 2.00 2.50 0.23 9q/@ 'bq..b� y� '7
w1DEN�TO REQUIRED
°ATE u; 22 1/2° 2.00 2.00 2.50 0.23 22 1/2° 2.00 2.00 2.50 0.23 - '+' 741 r.•
L I _ 45° 2.00 2.00 2.75 0.25 i 45° 2.00 2.00 2.50 0.23 ,�i 41 9 • ♦ /N
0: • J�� • 1I'•
N _ o, 90° 3.00 2.00 3.00 0.39 m 90° 4.00 2.00 3.00 0.50 = *♦+b♦ tH -♦ 14.
r TRENCH WIDTH I TEE 3.00 2.00 2.50 0.32 TEE 4.00 2.00 2.50 0.42 TYPE 4 TYPE 5 .. .
O' 11 1/4° 2.00 2.00 3.00 0.28 11 1/4° 2.00 2.00 3.00 0.28 PIPE BEDDED IN SAND,GRAVEL,or CRUSHED STONE TO PIPE BEDDED TO ITS CENTERLINE IN COMPACTED
-11 -
C -_ SEE TRENCHING i 22 1/2° 2.00 2.00 3.00 0.28 i 22 1/2° 3.00 2.00 3.00 0.39 A DEPTH OF 1/8 PIPE DIAMETER,4"MINIMUM.WITH GRANULAR MATERU L,4"MINIMUM UNDER PIPE.
u o BAC FILL COMPACTED TO TOP OF PIPE. COMPACTED GRANULAR OR SELECT MATERIAL TO TOP i'1
C - DETAILS z 45 3.00 2.50 3.00 0.47 3= 45° 4.00 2.50 3.00 0.61
L 2 1, (APPROXIMATELY 80 PERCENT STANDARD PROCTOR, OF PIPE.(APPROXIMATELY 90 PERCENT STANDARD
> r f - TEE 90° 4.50 3.00 3.50 0.94 90° 5.50 3.00 3.50 1.93 PASHTO T-99) PROCTOR,AASHTO T-99)
VI- i N TEE 4.50 3.00 3.00 0.81 LEE 5.50 3.00 3.00 0.97 (SELECT MATERIAL IS DEFINED AS APPROVED
0: SEE E.
v L, 11 1/4° 2.00 2.00 3.00 0.28 11 1/4° 2.00 2.00 3.00 0.28 MATERIAL IMPORTED FROM OFF-SITE THAT IS FREE `
to CTIART '^ OF ROCKS,ORGANIC MATERIAL,FOREIGN MATERIALS "4_- .A ^ = 22 I/2° 3.00 2.00 3.00 0.39 22 1/2° 4.00 2.00 3.00 0.50
O _ r Z 45° 4.00 3.00 3.50 0.84 y 45° 5.50 3.00 3.50 1.13 NOTES: AND FROZEN EARTH) ;y
L w - TEE90° 6.50 350 3.50 1.54 - TEE 7.50 4.00 3.50 2.01 1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER,CONSIDERATION SHOULD BE GIVEN TO THE USE OF LAYING �'
O i --- IIC111( - TEE 6.50 350 3.00 1.32 TEE 7.50 4.00 3.00 1.72
4.2
CONDITIONS OTHER THAN TYPE.
2. CONSIDERATION OF THE PIPE-ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS FIGURE MAY BE INFLUENCED BY N
„ - _ L' } CHART NOTES: FACTORS OTHER THAN PIPE STRENGTH. FOR ADDI-ROWLL INFORMATION ON PIPE BEDDING AND BACKFILL,SEE
Z UNDISTURBED - - --I =I' ANSI/AWWA C600. a
(I-'I - - - r � 1. IF BLOCKING EXCAVATION IS IN LIGHTLY COMPACTED FILL AREAS,OR IN AREAS WHERE BOULDERS OR L.)4_ EARTH _ T - m STUMPS HAVE BEEN REMOVED,BLOCKING SIZE MUST BE RE-SIZED FOR THE SPECIFIC WATER MAIN EMBEDMENT DETAILS `
u LOCATION/CIRCUMSTANCE BY A NC LICENSED PROFESSIONAL ENGINEER. C
a SECTION A-A 2. BLOCKING SIZES SHOWN IN THESE TABLES ASSUME THE FOLLOWING: NCT TC SCALE
O �T A. BLOCKING IS CONSTRUCTED IN RESIDUAL SOILS AS SHOWN IN DETAIL
a 1. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACrFCSIBILITY TO FITTINGS AND POURED AGAINST B. SOIL BEARING PRESSURE=2000 PSF �;
7 UNDISTURBED EARTH. C. VELOCITY OF FLOW=15 FPS
it 2. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC,PRIOR TO POURING CONCRETE. 3. THIS DETAIL NOT APPLICABLE TO REDUCING BENDS. O
3. CONCRETE TO BE MINIMUM 3,000 PSI.0 28 DAYS. 4. NEITHER THE WEIGHT OF THE CONCRETE BLOCKING NOR FRICTION BETWEEN CONCRETE BLOCKING AND
4. WHEN SACIOLETE IS TO BE USED,Cr SHALL BE PROPERLY MIXED PER MANUFACTURER SPECIFICATIONS. SOIL WAS ADDED INTO BLOCKING SIZES COMPUTATION. THEREFORE,BLOCKING SIZE IS CONSERVATIVE. 4
O BLOCK'NC DE TA,L FOR HCRIZONTA BLOCKINC DETAI''L - C'-c -C`LLJ'� R.
o r` BENDS AND TEE `ENDS AND TEE
Q)s
3C; NOT TO SCALE NOT TC SCALEF.
Lr.ci_

DowSgn E,,,Lpe ID 86AC0722{BA0-4114969&B969G0784813
e 0-
v _ ff_-y PROJECT REFERENCE NO. SHEET NO. _
73/8" I - 5 l PLAN VIEW U-4906 UC-3J
m ,-{. a.c DESIGNED BY: SHE
5��t•+- , ` UNDISTURBED EARTH .i_'I_ 3 ., , DRAWN BY: SHF ;'pFTN CARpC/"L••'.
SEE dl_11= - Iq ^Im� CHECKED Bv: KCZ '` pt -i0,y�-r ,
O,`A.'Iwo.
1� ! NOTE dd _(L �� I.II�el IOCII 1.11=1L APPROVED eV: KCZ ra. .9n4s:SE L _
•
��1-. P - o- T REVIRTH wM- a
,IA ' �,`'J J�/I%I & .E�1 _ NORTH CAROL INA �5-".d1.L"^E°y„ti INC.:
/ MAX
(/ 1 DEPARTMENT OF Fv/ `p40�'
�� 1 T I 7 _— _ '".I = 3Ih.Z41 7 I-1 TRANSPORTATION 7/1%2d21„1°TTTF. C
4 • UTILITIES ENGINEERING SEC.
Q ..i ' .1. Q PHONE:[phone]?-6690 UTILITY PLANS ONLY
UC'.::\
Z'4z /\J T - II I�II•�I-, FAx:[phone]t5t ONLY
_� ,-,co-' I' _--H III'—e I i - UTILITY CONSTRUCTION
s
S , ( 3,000
NNCCREETE�BLBOC LNG k" �J` �
/e DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
„i_I I 1 ��
4w rn�i vuvEByrn ®� I; ,6"
NC
pXp�p UNDISTURBED EART7 I_ , $ �n.v AREE YLON PAD III UAAV® 598 ,Nam coJn.PC
—
IN
c-4547
p 59B Emit Ch9Mm SYreet Sufle 137 Cary.NC 27511
Ffi0r1e'919.2870220 F�819.287.0221
♦1A COMPACTED BAOOlL1ID EARTH
�\B NI e
_ \ FLANGE FITTING
G n .. SS TAPPING SLEEVE
- WITH FULL GASKET. ■^ FLANGE x M]
O .. 6�H. SEE NOTE 1 • i GATE VALVE
i
S
RESTRAINT FLANGE
IIIII
� / �" I HIGH LPREESSURE AREAS
y - // 11� EXLSTING' p
t / ..'I-'-'I- / MAIN '
�1
• _ I;= - -
aq b l, N ` :z _I_1�1 Lily
UNDISTURBED EARTH
v Y S�� If / • I 1..H CONCRETE BRICK BLOCKING
! / SEE NOTE 2 I I I IT -
c d� EXTENSION '' 61� Imo' SECTION A A DECEIVED
PSI CONCRETE BLOOCING
a �T1r�. SECTION FOOPOUR TING UNDER M ASBLYSHOWN
i
9 NOTES: AUG 3 0 2021
1. CONCRETE BLOOUNG IS TO BE FORMED TO ENSURE ACCESIBILITY TO FITTINGS AND POURED
L NOTES: AGAINST UNDISTURBED EARTH.
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S_A N D A I-C D W A T L'1\ V A I N P L�VI G DETAIL 3. SUBSTITUTION REQUIRES APPROVAL BY CITY OF JACKSONYILLE PUBLIC SERVICES DIRECTOR. HORIZONTAL SEPARATION.MULTIPLE TAPS ON THE SAME SIDE SHALL HAVE A MINIMUM 4 0 4. METER SHOULD NOT BE LOCATED IN DRIVEWAY.1F METER MUST BE LOCATED IN DRIVEWAY,A TRAFFIC RATED BOX 24"HORIZONTAL SEPARATION AND BE STAGGERED A MINIMUM OF 1"VERTICALLY TO C
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PROJECT REFERENCE NO. SHEET NO.
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PROJECT REFERENCE NO. SHEET NO.
N UTILITY OWNERS ON THIS SHEET: U-4906 UC-5
THE ESTIMATED QUANTITY OF THE ESTIMATED QUANTITY OF DESIGNED BY: SHE
DUONCTILE THIS PLAN SHEET ISON WATER PE 300ILBSNGS DUONCTILE THIS PLAN SHEET ISON SEWER PE O LBSTINGS ONWASA UTILITY: 6" WATER DRAWN BY: SHF op�."•EssR�/�'-
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NORTH CAROLINA `O`. INCE..•'
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PROJECT REFERENCE NO. SHEET NO.
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1 . PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B. DUCTILE IRON WATER PIPE FITTINGS DUCTILE IRON SEWER PIPE FITTINGS DESIGNED BY: SHE
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a SEE NOTE 4 NOTES:
ONWASA 1 . OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
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i REMOVE WATER METER - 1 EACH 3. REFER TO SHEETS UC-3C & UC-3H FOR BORE AND JACK DETAILS.
o WATER SERVICE LINE - 80 LF 4. THIS FORCE MAIN SERVES THE ELEMENTARY SCHOOL ON STATESIDE BLVD. CONTRACTOR
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\a REFER TO SHEET UC-16 FOR FSS1 PROFILE
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DocuSgn Envelope ID 96AC0722-E9A0.4114-66BBA969C0794e13
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PROJECT REFERENCE NO. SHEET NO.
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DowSpn Envelope ID 86AC0]22{9A0-0110-B6B6-B9690019e613
SEE NOTES 3 AND 6 PROJECT REFERENCE NO. SHEET NO.
UTILITY OWNERS ON THIS SHEET: U_4906 UC-9 -
DIRECTIONAL DRILLING OF DESIGNED BY: SHF
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NOTES: o POE o 9 REFER TO SHEET UC-16 FOR FSS3 PROFILE.
1. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
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7 3. REFER TO SHEET UC-3B FOR WATER HORIZONTAL DIRECTIONAL DRILL DETAILS.
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6. PRIOR TO COMMENCING ANY WORK ON ANY TRENCHLESS INSTALLATION ON THIS PROJECT, 7
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7. ACCORDING TO ONWASA, THE SANITARY FORCE MAIN ACROSS COUNTRY CLUB BLVD WAS -Y5- PT Sta.14+51.73 THE ESTIMATED QUANTITY OF
L INSTALLED AS A 12" HDPE BY HDD. THEREFORE, THE 20" STEEL CASINGS DO NOT EXIST. DUCTILE IRON SEWER PIPE FITTINGS
c ON THIS PLAN SHEET IS 1440 LBS.
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WITH BYPASS - 1 EA
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A
e °onoSpn Envelope ID s6AC0722-E9A0-4114 161IB-B969C0794613
PROJECT REFERENCE NO. SHEET NO.
U-4906 UC-10
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DRAWN BY: SHF DESIGNED BY: SHF ,,,,, "
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N ®CM-RALEIGH " °"®sarT,�or; NC
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18" WATER LINE - 288 LF NSRS 8� UTILITY CONSTRUCTION
ABANDON 18" UTILITY PIPE - 278 LF I ' ` =7
I 15^RCF-1V
WATER LINE 4 - W4 DOCUMENT NOT CONSIDERED FINAL
w FRANCIS L.MUMPOWE' UNLESS ALL SIGNATURES COMPLETED
et ux
DB 384 PG 634 SEE NOTE 5 ONWASA
MB 8 PC 53 RECONNECT WATER METER - 1 EACH WeSFOFI® NC
!
O W WATER SERVICE LINE - 14 LF sea �ns ee` s e13 C ,.j NC�27s1,
MYRON D.LANIER,e+ �> w P"ne 818.207022o Fox:e1e.2970221
a DB 2808 PG 174 -
a MB 23 PG 214 ' - SEE NOTE 5 ONWASA
NOTES:
a RECONNECT WATER METER - 1 EACH 1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY.
WATER SERVICE LINE - 14 LF REFER TO DETAIL ON SHEET UC-3B.
1° 2. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET
-, \ 1 15'RCP-IV MINIMUM COVER TO TOP OF PIPE.
woo 91 3. VALVE SHALL BE INSTALLED A MINIMUM OF 3 FEET
V OUTSIDE OF THE CURB AND GUTTER.
T
ID i o VELMA L.WALKER ONWASA 4. PROPOSED WATER MAIN PLUG. REFER TO DETAIL ON SHEET
DB 2807 PG 245
1.-
I� g , \ MB 8 PG 53 4" VALVE - 1 EA UC-3J.
I ;;; t 4" WATER LINE - 5 LF 5. REFER TO WATER MAIN DETAILS ON SHEET UC-3E.
o O ,,$tir 4ABANDON 4" UTILITY PIPE - 12 LF 6. REFER TO WATER MAIN DETAILS ON SHEET UC-3J.
1 11 '''
Q &9 w I' ! 4,1•: e ; REFER TO SHEET UC-15 FOR W1 PROFILE
I.i L - REFER TO SHEET UC-15 FOR W4 PROFILE
CAROLINA TELEPHONE
p • 8 TELEGRAPH -.L. (,-
L DB 3777 PG 720 15'RCP-Pi - ^d Jfr
\ + p
CAROLINA PRIDE ~ 4 N SEE NOTE 5
u Houteut.DERS.INC 88 �:' ONWASA
L DB 4394 PG 532 9 �wE„I RECONNECT WATER METER - 2 EACH
c w 10,44I; v WATER SERVICE LINE - 20 LF RECEIVED
1' f
9...�SEE NOTE 5 =_ 15"ac v` 5 ONWASA
RECONNECI EACH zB RAND. I DX 9a2 �� , 12" WATER LINE - 810 LF1.0
AUG 3 0 2021
PG Ir 12" VALVE - 1 EACH
WATER SERVICE ABANDON 12" UTILITY PIPE - 805 LF
± LINE - 18 LF "=
In WATER LINE 1 - W1 DCM-RALEIGH
0 __ ONWASA _ - . e'. CO ONWASA O
18" WATER LINE - 35 LF RCP-Iv RELOCATE WATER METER - 1 EACH END CONSTRUCTION
ABANDON 18" UTILITY PIPE - 30 LF WATER SERVICE LINE - 65 LF ~ -L1- STA 71+40.00
o SEE NOTE 1 ONWASA A
BEGIN CONSTRUCTION w L
-Ll- STA 61+25.00 SEE NOTE 5 ONWASA
� E 71 RELOCATE WATER METER - 1 EACH
(ABANDON 8" UTILITY PIPE - 25 LF O WATER SERVICE LINE - 64 LF
c m \ SEE NOTE 4 70 COJ I FI` JEFFERSON M.DRUM.E -
,,, O ; x DB 1673 Pe 9eA ONWASA
s5'
O \ \ EPARK LLC If j M8 49 PG 33 �g" WATER LINE - 35 LF
-3 DE 359G PG 703 _ I - .I l . ABANDON 8" UTILITY
M6 °9 PC 237
L ONWASA RCP-IV LI POT STA 6 +7331= PIPE - 30 LF
RCP.( C . REMOVE -Y4- POT STA 18+6625
—�14" WATER LINE - 35 LF i FF SEE NOTE 1 RANDY JARMAN,et ux
ABANDON 14" UTILITY :6 I O O
Lu o PIPE - 30 LF ,I, E OMB a Pc 537 PG 3 SE,, :9usIo 'o�`'L` 77 O
SEE NOTE 1 " p �, O ,,O JARMAN•2 ux / 141
L O \ Es- 7b DB Btb PG 52
9
v 1- `,. / ES' CCA'C �_ [ MM -CC CO
1 C6-G REMOVE I Mnvc M1c
p.. F — - X--7. \•' B'.= REMOVES 7- �,--PWEE E: --11, LRF _ RCP-IV I ..� ^r
O + _.. x RETAIN _ �,.0 ,���`\��a E.Ti e __ _ 1.0M w _— _-_ - --Mlles - — _ <U
6.
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a = 15 I
68 .m colEE SEE NOTE 6 COJ 75 78Z Rcn18„ 5cF'v— REMOVE 1 U
esI RELOCATE WATER METER - 1 EACH OJ SEE NOTE . ''�
w U
3 I- 6b c--, �►E� uOrD HERBERt WATER SERVICE LINE - 28 LF RELOCATE WATER DIE JONES
Q O RELOCATE WATER 74 ODI JON S e+_u> METER - 1 EACH e+
` E' DB 3905 PG 59E 8
WARDEN BIVSDEN,a METER - 2 EACH Pe 65 Pc r2 O O D n P e WATER SERVICE E z731 c+__
DE 665 PC 16 WATER SERVICE 69 72 73 LINE - 27 LF
o SEE NOTE 1 LINE - 131 LF COJ KENNL'r sFAJ ,E- M SEE NOTE 5 RECONNECT WATER
N JCSH'JA CORDUAN
,a_ \ \ DE 4:` Pc RELOCATE WATER METER - 1 EACH RELOCATE WATER METER - 2 EACH METER - 2 EACH
�,nr 16" WATER LINE - 45 LF D6 366 PG 342
N ,a. ABANDON 16" UTILITY PIPE 40 LF SEE NOTEO5 WATER SERVICE LINE - 27 LF WATER SERVICE LINE - 124 LF WATER SERVICE COJ
.\cis ONWASA LINE - 30 LF
SEE NOTE 6

DocapnErn*tpe ID'I]6C6661-2580-455A-05EA.055W]GW7F
PROJECT REFERENCE NO. SHEET NO.
UTILITY OWNERS ON THIS SHEET: u-4906 UC-13
cs
ONWASA DESIGNED BY: SHE
UTILITY: 6 8" WATER DRAWN BY: SHF �P1H..C4Rp(/�:,
CONTACT: DAVID M. MOHR, PE CHECKED BY: KCZ ?e wESS�Oy:�
PHONE: [phone] ' '4Q `-•
APPROVED BY: KCZ ,-Sao-...,SEAL c
CITY OF JACKSONVILLE REVISED: g„,;',LI, 6tt
UTILITY: 16" WATER NORTH CAROL INA "0 ; �'tBINE',..
CONTACT: MICHAEL MOORE TRANSPORTATION .!/p C 1
PHONE: [phone] UTILITIES ENGINEERING SEC. a/ ME12Y'
NAD 83/ FAX:19191
PHONE:I919)7_07-6690250-4151 UTILITYPLANS CDNSTRUCTONLY ION
1
SR7 UTILITY CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
% UNLESS ALL SIGNATURES COMPLETED
ONWASA SEE NOTES 1 AND 2 ONWASA W@S1oF1® xe
/ A" North N COrdn.PC C-0847
RELOCATE FIRE HYDRANT - 1 EACH r 4" WATER LINE - 37 LF o Eas Ctq Fnn
91922 ozz0 SVee SAe,97 C u NC z76„
FIRE HYDRANT LEG - 16 LF ABANDON 4" UTILITY PIPE - 35 LF R e Pm 9192B7.O22I
c 4" GATE VALVE - 1 EA
a
p
L
n LC) f co.
'',-.1N r—3C FJbll<,
ONWASA i s._ Shore ne 4EC
RECONNECT WATER METER - 1 EACH ~ oo 'AO' , _ ,`- o //
Le N WATER SERVICE LINE - 16 LF 1 N -.-'2_:--- v
T x/ \
r,�i
`t`Y`/ SSc - D
* Ee� ,
3AE
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De 411PG 620 I`-I..1/40
* * f H
* * 4°4 t--
i * * * x
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V O W jw' l c 6 /
z * 4i In * e / wzati' / -RANDY JARMAN.et u U �< * * *
�
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117
j NYL"%ieli.L'� r � '
W -. •:Irrr� ..:rclarmo 6�._ E l'= nc socJF.rc • �\
W g I M: REMOVE 14C LF OF
_+ W ��,� '..M-P E 15. EXISTING 7R"CMP
Z !t MOVE I1A�� ..
O W ®N[ aS' i.��' - RCP-Iv 8 PLUG `_S.o
N J N A PIPIN,c-,UWU� 15' r I -Sh O�eline
REMOVE RCP-I*
C I RCP-IVn;`c . AS
LINDA LACORTECO IP F.GAREY,et ux
w EDDIE JONES. ux 06 951PC 15t /J� DB 4249 PG 776 SEE NOTE 6 COJ
o I oe 4249 P6�s I 16" WATER LINE - 403 LF
/
co WATER LINE 2 - W2
0
\ \
L COJ
ABANDON 16" UTILITY PIPE - 400 LFI
c
w
L
a
0 RECONNECT WATER I RECONNECT WATER RECONNECT WATER
o METER - 1 EACH METER - 1 EACH METER - 1 EACH
WATER SERVICE LINE - 18 LF WATER SERVICE LINE - 52 LF WATER SERVICE LINE - 17 LF
THE
SEE NOTE 5 o COJ SEE NOTE 4 ONWASA SEE NOTE 5 COJ DUCTILE IIRONDWATERTITY PIPEOF FITTINGS
ON z THETHIS ACTUALAN SHEET QUANTITYIS AND670 TYPEBS.
OF
FITTINGS WILL VARY BASED ON
FIELD CONDITIONS.
0
NOTES:
1. PROPOSED DOWN AND UNDER RELOCATION OF UTILITY. REFER TO DETAIL ON SHEET UC-3B.
i 2. CONTRACTOR SHALL INSTALL VALVE BETWEEN THE EXISTING TEE AND THE PROPOSED 24"
w„ DRAINAGE PIPE.
3. OPEN TRENCH CONSTRUCTION SHALL PROVIDE 3 FEET MINIMUM COVER TO TOP OF PIPE.
4. REFER TO WATER METER DETAILS ON SHEET UC-3E.
o
5. REFER TO WATER METER DETAILS ON SHEET UC-3J.
° 6. WATER LINE SHALL BE DUCTILE IRON PIPE.
(No,
:o
REFER TO SHEET UC-14 FOR W2 PROFILE
'�C
m-C-

D.elllon En.Aps ID 661100722•E9404117443666 1086C07Wr/3
` v -'_ _ -- :- .. .:::: -: _ __ .:- . - . - -- 1 tr PROJECT REFERENCE NO. SHEET NO.
i: : $ _ J 6 WATER LINE-W2-
m -. - -.. f - --- - - ._.._ ._ ..• :: •:: U-4906 UC-14
._ ---- :._ - _: ..� :. _ : :- : _. ... __ CI J DESIGNED BY: SHF
( CITY OF JACKSONVILLE
•
•
_..._ .... ._.. ....- -. .. - .. ... W/PRL7P 22.5 VE• 7I$fi1 RT BEND - - __ : ___ 1 ..._ - _ _ CHECKEDBY:
CZ
---_...__. -'__ __._ _._ .._.._.. .____. .. __.__. i.._�.. _._. __ - - .- __- 10t�y�7A 74+22 LEL.S,T _ --: • .:___ -:. -_ -+: :- APPROVED.BY: KCZ r-=�°",' 11 _
.__ ___ _ ._..._. _._ .__. _._ _.--- _._ . ..._ -.- A.80+9
-: UST 2.S.IRT.28.5 _ REVISED: R «t0'
i
30 -. - - _ __ 30 NORTH CAROL INA yf'°!'CINEF?0
-- _ - -- - -- -- - --- - __ .. . .- ._ --- - - - _ - ... ...
i
_.__..-., .__.- t EXISTNG AP"'WATER - .- TRANSPORTATION ••Y/N l��
T OF
..- _.._.. . . .._._-... ._ .._._..-____.___. -_. .._ _ __. ........... 013E�RENiQVED .. :._. __..__-_:..: --_. _:: ..:_ .: : : UTILITIES ENGINEERING SEC.
.T �,'7/1920ze��
_.- -.. .. -_. -.- : ._ - _ PHONE:19725T0T-5690 UTILITY CONSTRUCTION
_ - _ __ ._ _. P24'RCP:.. --I -. - FAX•191 ) 0 47 1 PLA ONL
20 ::-'---.___T,.-_ ._ _ . _ .:. . . - _... . -. - -"-...--: EXISTING __-. . :. ..��g VERT4CA1.CLEARANCE .-. .... - -- _.:--. -_ - 20 DOCUMENT NOT CONSIDERED FINAL
-. _- -
-_- - ---. __ -_ .-_- _ __ _._..... UNLESS ALL SIGNATURES
.- - ------- ------..--- - ---'-- _.. .. I --- -PROP22.5"VERT.BEINtl .. : .- __ . - ----- - .-. _ : ...:
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_. _ _f38STFNG t8•. - - - - - _ ` license.
10 -. ._- - -' _ -. --- -_ _ -- EXISTING 16„ :._ : __ -. 10 srlle,�
wATERi,PIE I-- u7
_ - -- -. - _ } . -.- - __: P+,cne.9192870220 rax.9782e70221
. ..- j i ///---'-^^^ Sae S221 ..a Stoat
'MIN `� J AutH _
_ _ a„a.,. csu 275n
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0 = - 0 PROFILE (HORIZONTAL)
50 5 0 100
H AL
- • _ .. _
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wz 5"x.zD+43.4.ST_r - - - Ll
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I3HVB
�,,.,n., n EL:os
- - -:=7 77 . _.- ---- - -
_._ _ _ _- .-__11 __ 4>AS STA.23+60 .
W2STA 23+17R.BEND `--._...-
- - - SV2S7423*08f EL.0.6 _.. -___._. .__. ..
TIE IN Id E4(16TING WLiER4LYWE -I 80+y7R RT 79 1 - -_ ._._.. _.._ .---- .-.._--:-.:-.__:- --:-._-_.._-: - ::. NOTES:
c �+ -_ -- _- : - - :: W2 STA,.0.20-0.EL.72_ ._. _: -_ _ ARE
RECEIVED -20 LI ST/i 7G+Q9 d.FA:13 8 _. -2 0 ESTIMATED BASED ON TEST HOLE
LOCATIONS
R
-PROP 45'I/OR BFNQ -
L1 SAA-SB 64;94�RT 285
THERS OR
021 - - t - _ - _ _ - :�: E
-- ASSUMED TO HAVE 3 FEET OF COVER
AUl7 O _ PR0p2t34+3R T.BENb 30LOCATION BEFORE STARTING VVORK.IP
-30 -- - - - , - .1 ---- - -- - - - , _ _. STd'Jd+OQ A F, , . -. --" __ --- _ - _ 2
ACTOR SHALL FIE
InTz
c : - _:. -- -- - NSIE
r _
uu S
ALE N PROFILE REFER TO CENTER OF PIP .
DCNI-R n _ _ - '- -. - .. 3. OPEN TRENCH CONSTRUCTION SHALL
e - PROVIDE 3 FEET MINIMUM COVER FROM
.__ FINAL GRADE TO TOP OF PIPE.
4. DIRECTIONAL DRILL AND BORE AND JACK
- -- •-- 1r6EE SHEET UC-13 FOR PLAN VIEW INSTALLATIONS SHALL BE IN
ACCORDANCE WITH DETAILS.
20+00 21+00 22+00 23+00 24+00
o-
- { I 6,n WATER LINE W3
10"WATER LINE W6
_
CITY OF JACKSONVILLE _ _ Y CITY OF JACKSONVILLE
-- - - _ .. ._ . a_:: --- . - - _ . _ .
•
•
- --
_ _ - - -
_ --- -- _ - _.. -_. _ _ -_ --- ._ _.. _ . . .•_ .. _ -
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_._ _-_ -..- .._ _ INVs3p,5& - TO BE REMOVED ._ _.. W35 332 O48E�340
50 -- - -YEIN-wf-PRC!FHTY'VAL-VE O : _ - - I -
TIE.uo =as _ - : 50 3+oo.a
m Mb STA.CO,ISA EL.35.9 c.. --:-. 50 -._. - -'- PR.Wra.Ta .n sss' - --- -- .. I
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__ .-_ ._. .._-.-- .. - . _
r_- ri t7azv L_____ :1:...._"_...:-1.. - W3 STA 32+4q:6 34i:.
Lo ._ ..._. - EXISTING.T0„ -1:...__. - __ - ,..._-.__. _.:- ...... ._._.-:.__.. ___ - IE NNrob. 96 VAL . ' n t a,.p� . NS ST,A.I3+20.3.R 31g::. .___--.:_.-
m _ - _ - - : .•s .• s VcA --:- .__ 40 __ _ _ - _:. .W3S7A•t[,t90.4,EL.35 7 EXISTING: ..: ----
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MP
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v ._ , l --_. __ �i --.. :I ._ .. - ----- - -__I- -- .WATERILINE _ &,\ -- __ _.
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3 0 - - .. -..-1JE I T NMINFD.BY. . I' - r- ' - .... : .. : :{ _ :- - . ...___.'_ '
a .. •
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_.- _ __ �, - - a _ :::. _- ::. : :::: CONTRACTORAik 6 A :. QETERMINEO 13Y _. ..._
w PROP 19:25° 'T.BEND �. ��:crs_s' - _.- _ + T••CTOR
i N�6 STA.6012 .1 fi6.35,&3. ®��� PRCiP' IY2.. S _CICI u- _ : ...
~ P3STg30 3➢4R EL�34N9
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( seer. ssw a 1 1 _. ... . ._ .: JN � A +t 20
--_ .... ._.. � .. -_. ._ 1 ..... - -_ - �r 7/pq ST 4 R FI '74 00
z - _ ::: •33 LF
12,, ®®,� - ..._ :::: _. __ 57 LF @ 12' Pr-END HOR.t URVE.R-I560
._ - _--_ __ 37 F<.,. ar-- ____..... T .. ___ W3 STA.34 ,€1.29.17 ._-
PC
EGINCURVE
10 - 1 PC-13E ,CURVE®" " " i . : - 10 10 W3 SBA 3➢+86:8.E$.23.96ir ----YS 12+66 -RI.11.6 .
lvro 3Tr..o+99.9,[�.iE P7. CURVE 33.0 LF 42'
ft0 _._- -Wb. fit+f/.6.�L.L6.90 .. - -- --- - ... 10
I :®- y - : :- : __ W3 9'TA CURVE
z - .. .. } .. 50tF.R.24(6- - i _ - _ __ - 30 LF_R 50' __ _ .�'1.64.9 EL. .96 _ -
50 LF R=240. - -
_ - - _.. PC-BEGINIIOR.CURVE,RctSW' - 306F.�i-15B� : : ( -__-
0 --- -------- n ... _ PC-BEGIN CURVE, _1 • .. i 0 0 .. _:. _. _.. W3 STA 31+06.7.EL 27.34 ----- .- 0
- -at PT-ENO t�URVE -W6 STA.61+27.6,EL.2366 _ . t+. j -.-- ._ T3 aTH.ut81.0 RT.77A. ...
.. :. :. W6 STA.61+07.6.EL-.23.66 .. - ._� _ ..__ , .. _. - -...j ... PC-BEGIN-CURVE
•
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_. W3.S IA.31+15.0.EL.21.0T - -
.
e
oI 1 ,.... . . . . .._ -- ___---_-.-_-_.--._ _.--_. __--------------- --- I .. ... i
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-ISEE SHEET UC-9 FOR PLAN VIEW
60+00 61+00 62+00 30+00 31 +00 32 -00

Doman Eme■pe ID 86AC0722-E9A0.4114-8668-8969C0794813
} _+..- --- - - - I '; : --. : .:.-- . - -..:-.: PROJECT REFERENCE N0. SHEET N0.
1 '12"WATER LINE-W1 -
__ ..-
.. 1 . .. _ ,• -.. I .. H. - _. : - - -- -- DES INNED BY: SHF „ ,
.I.. ._ ._ 1.. .. - - ... -_ _ _ . . __.-_ _ • DAM SHF ,g��1C'�QC 4'•.
" - --..__{. ._-.. _ .. { _) .- - -.-- .._ - --- -- - ------ . _ ___.--- ..:-. • .._ - -- - -- CHECKED KCZ ?"?XESS7Qy+�.t+�s
-- .. PROP 45`VERT.BEND ... .._ ..._ ..._ - ._. , - _ r `:Q04
. -WI STA 10,56 i Z ti • __ ... .. ...-._ -_ .. ___-_ _-_- __ ____ ._. I..._ _ ... - :_ - -_ -. APPROVED BY: KCI • s 6 •: o
--_ At N :L•.IM
50 A�
_ TO 1 ,-„n�m Z'VEBT�OLEARANCP .:- 50 NORTH CARDEPART1AENLI FA tf� 'CIdEF O
2 VERT(CALICL-EARANC€ _ -.. - - Y15ISTINL,'I '.:RCP : : l PROPOSET7 T�3'-`_ _ TRANSPORTATION .lI:OC.•t��.
._ ... ::.-. -- :-: _: 'fffl$£-R'61N�VED. -: .EXISTING.. _ 2'V�iT90AL eI - it ES ,7/ 81.,. •,`
.. _ • - ••t• •>, . rh. _._ - . - -- - .
PHONE:19191ITO7 6690 UTILITY CONSTRUCTION
EXIST - 12:T'V T1C9L CLEARANC ._EMI - PROPOSED t9'RCP E)QISiING 15 - FAX:[phone]t PLANS ONLY
�0 - CATCH 2 TO BE REMOVE* 40
.-_.. •e1 r:e V T.r . - __--- -- -.. -- __.. - _ UN DERED FINAL DOCUMENT NOT CONS!
-- w - PROPOSED - PROPOSES 15"RF, --- - LESS ALL SIGNATURES COMPLETED
- PROPOSED 1u"RCP - - PROPOSED 151'{,RCP
�" ® T1�9011 NC
.::-:. TO BE R e.. D :: _ -- - Licerse
C-4e4
II •_.. W5E M Norfi Canino,PC ..-0847
GROUND 2'VERTI CLF4RAA7`F -
...le�,,., - MESWM,--- - _if _. - .._ _ -.. - _ _ . -. . .. .... . 30 Pnone.91538 East 99702harn2�r s.e 137 Fat 89297�0221
_ WATER L -: MU: I , -✓ 3'+9xN:}
B/D.TFl7 11
UGF
j_ -- =a.�'= 1 - - 50 25 0 50
e. :: _ j :-ME U4 Wi PR 4s ru)R 9EN0 20 ■ 1
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: __T4STA.10E2)5:0.1-T:13.0.. I
-�lV19Ti49'. 0J3 EL.- --- .. - P OP:wATER.,-ERVICE
PROP-+1,25i HOR.BEND - --- - Y4 STA 13iain n LT:24.0 _- -_ .. R¢fiAT AS NEEDED
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W7JiTh-09-70.5,EL 23.0 -
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.- • Y4 S`TA.i6',40-.0,LT.24.0� -=- ..... -.PROP 11.25 k16R.bE�JD' '
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W1 STA n 7 JEL.20.3_ - • - -- 44STA.10+ : LT.24.0
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TING PIPE AT TIE-IN PROP45° SEND: Tmi y_. r,•�..a ' v c rs 7#4+i8 s 0 ESTIMATED BASED ON TEST HO LOCATIONS ARE
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••P WA R
w1 STA. {E,2& - WI STA.t3+07. EL.2z.9 - Y45TA 10,54.B.LT.24.0 INFORMATION PROVIDED BY OTHERS
-_ __ -- _ --- ----- -- -- _. __ -- ASSUMED TO HAVE 3 FEET OF COVER.
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i. 7. CONTRACTOR SHALL FIELD VERIFY PIPE
AUG 3 0 2021 =_ = 2. ALL PROPOSED PIPE ELEVATIONS IN
LOCATION BEFORE STARTING
- -
PROFILE REFER
K.
ALL
c _. _ .- ---- _ _ _ -: - - _ -- _ 3 TO CENTER OF PIPE.
n w, /A�,J L - -. _: - - -- - -- :- ' - -- -- - - PROVIDE 3N FEET MINIMUMCCOVERTION HFROM
DCM_RAL SIGH - FINAL GRADE TO TOP OF PIPE.
- . --.. ..._ ..,._. _..- - ---- 1 - --. -'. --'- .. -_ 4. BORE AND JACK INSTALLATIONS SHALL
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- I SEE SHEET UC-12 FOR PLAN VIEW BE IN ACCORDANCE WITH DETAILS.
m
10+00 11+00 12+00 13-00 14-00 15+00 16+00 17+00 18+00
- 4 1r-__
I-. NWASA 12 WATER LINE W4
1 "WATER LINE W5 1
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a .- ___ _. __ - _. __ ._ .._ -_ - __ __ _ __ - __ -. _ _ _ ._ ___ - -
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_
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6 _- - - 1 ._ ._ __ - .- ._ �- _.:_..:-._)�EE SHEET UC-12 FOR PLAN VIEW
i'< 50+00 51+00 52+00 40+00 41+00 42+00 43+00 44+00

. eID 9fiAGOR3{ da 9POttB6B&.8%900794813 p°i.41-` �
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h2" FORCE MAIN FSS1 PROJECT REFERENCE NO. SHEET NO.
m _. • - UC-16
li -_... ._. __. _:::: :: -.: :: . . - _ _...._ : - _ .- _.. DESIGNED BY 4906HF
DRAWN BY: SHF ,:`�...�N11CARQ j'•.,
80CHECKED
- __ - --' - :: _.--_. _. -_ _:_ - -___ _ _:-__. ___. __ • - - - - - _,_._._-_.. APPROVED BBY: KCZ ' 3' �Q SEAL ''''1 _
REVISED: 04""�U 1 •
...-... . .__._�._ ... ---_ _- ... _._. ..... ---_ _-... _ -_. - - _ __ ao: �Q. 3
- DEPARTMENT OF
_.__ - __ ._-_ _ .-.___- - ._._ . .. -. _--._ "_--.. - .._ -_ ._ ._. �._.. - _-_- -__ _ - _._
'' NORTH CAROL INA %�.
_.__ .__-.. -.... _ ...._ __ .."_-__.. TA 13+1 34 RAES PORTAT I "•F N C 1��0
70F561S -� .1� _ �- UTILITIES ENGINEERING SE[. 771�'ldli"'
_ - -_ __-._. �- -,.3fA..1sB+os y N. y-1..- ____ PHONE:[phone]T 669 UT IL IPL CONSTRUCTION
, __- - _:'_.:: ::: : _ _ - -_ FA - 151 PLANS ONLY
_ L __.._ - PROPOSED 30"RCP _.__._._ X•19191250 4
--" t- - - - --aanu eF=I+nq aFNrG-.-.-_ '- -'-_-'-' ' -- ---""- - - _ -- - - __ - - --= DOCUMENT NOT CONSIDERED FINAL
-- - _FSS'L�IA tU*33.7,EL.38 2 - - - - Op;4$°7i.r ,�4 - - ---_- UNLESS ALL SIGNATURES COMPLETED
60 1 5ITti 73 _ - `l O
ROTAT�A3 NEEDED' _... __. - - .. .._ k ---- -- _ --- Westcn®Sampson
PR xerse
..... - ---- - --- GROUND .. •... "--- ..- _ ." --- --- -- ---- - - - ---- sea5Be ECM,C1lotnan tree C�IFu7
..... ATE-ASv/SE of Noon ardno._-_ ...._. _- -_ __. .. .-. __ S S,nr, - Lay N: 2751'
_ _-- _.- _-_. __-_- _-__ _ _ .....--._"-. ..... _ _ __ _ __ P-.5ne 9192970220 Fa<919297022
50 _
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.. - .FSSI SIA.TOT -EL.38.7- _ _.� J/j- __. "_ .... _ _ 50 25 0 50 100
T1EiN •• x
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... _ .. _ _._ RO M� _1. soan� - -_.. __ ... -
TII]TA2E-AS.NE.EOF1]..
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eau s
40 aU. T - : j._= 40
� I�• to 5 0 10 20
FORC�A - ___ - - _ ... _
t .
_ ._
_ Er.IsnNc 1r -- v- :-- PROFILE (VERTICAL)
._ ___ :__ _" FORGE MAIN ���: _ ___ ._ -
30 -_.. .�� 1. ARE
NOTES:
- -_ PROP i2z o TEE ESTIMATED BASED ON TEST HOLE
S
- ._ _ -. __ PROP 91.25"HOR.BEND - _ - ____-_- - -.- :_. _:::.
- NFORMATION PROVIDED BY OTH
Fss1 yTn.11 1D.a tL.3s e F srAs sa+11 25 ERS OR
:_ _. - - L STA:155+89.0,RT;37.9 L 3,RTEss o4 ASSUMED TO HAVE 3 FEET OF COVER.
.. - . _._ �-_ .._ -_ : : __ .. - FSS2 STA.2�+08.7,EL 34p - _- - - - -_ --- 2O
20 E
sS•DilD ASmo LOCATION BEFORE STARTING WORK.IP
�--: _- ..... PSSI STA.t3+6.3,EL.343 : _ .. .. - -. _...
�_. ALL PROPOSED PIPE ELEVATIONS IN
�, - - --t s7A t57+91. RT.5 1 PROFILE REFER TO CENTER OF PIPE.
z - '. I 3. OPEN TRENCH CONSTRUCTION SHALL
-_ __ ... -_- 76 LF OF 20"ENCASEMENT E 0
E TO TOP OF PIPE.
RECEIVED 10 I PIPES 1.18% - �0 PROVIDE 3FEET MINIMUM COVER FROM
FINAL u .. .. _.._-.. - -._ .. -- - --:: .. _-: - - __ ... -- -- --EEGRJ CAs1N6-i -' -----.. _ T_ --- 4. DIRECTIONAL DRILL AND BORE AND JACK
# 9L DIRE
O ..- ----- ----_ i �3Ti3:ssi AC5T=J:IT.S2.8" - "- ..: _ -- -
AlJ 3 2021 L-: :_ - -- f. INSTALLATIONS SHALL BE IN
a 7 -." 7 ACCORDANCE WITH DETAILS.
-'-- '--- 1SEE SHEET UC-7 FOR PLAN VIEW
- -' 0 5. HDPE PIPE SHALL BE FIELD BENT WITH
10+00 11+00 12+00 13+00 14+00 THE MANUFACTURERS MINIMUM
OCNI-RALEIGH� i I 10" FORCE MAIN-FSS2- __ �10'%12 MA
ALLOWABLE BEND RADIUS.
1 f - - I ONWASA
ONWASA FORCE
._ ___ __ __-_ ___
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_ - .... .. - __ ... .. __ . . - .. - .. - y DETE4411NGD __.
,L ... _. __ { .. ... ____ _ ._ _- -_ - : _._ : L STA 199+54.2 RT.42.7 - CONTRACTOR-. CONTRACTOR Y ® __ _ ._ ._ -
L STA,201+73.0 Fi�.38.3
.. .... F9 9STA 3D+300 EL.3 _. _. ___. T °
_. ..- dROUND ..... _.._ ____ --: .... .. VY/PROP f164iOR: �P1D
95.8 1 114 BE
I
> 60 :. . - -- - - _ : _ .. EX1.ST": 12'WATEii - -- --- - -. __ : - - -- __
------
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_ � -- { #:199+26.7 RT:40 1 F 1 4 EI
s -_ -_ _XISTING t0"NVATER • _.. •
- .:: __ ROTATE 51N�:. .._
7$AS NEEDED- K _
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c EXIStINC 10"FORM VAIN lu yFLLvp _ - _ -_ --__ _ . _-
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- - EXISTING 18 RCP " -
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:: _ _
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i _ : _ - - _ FORCE MAIN - PROP 10"VALVE __ - - - ..... .. 10" -
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I •• • L STA 158+11`3,LT:32.6 .. : - -- .. - - raas 51 A 1:V++.S+E.u.t3.3}- r e� FSE3:SL433 1 7H--35.0
D _-__ :, - .---__ -_: .. ::_.... T' -L STA:122-.29-5 RT 42.8' -
iiiiiiiit
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c F3S2 STA.21.00.7,EL.34.0 -- _
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sir
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0 _.. -, I- __.__.._ __ .. 0 0 �RC-BEGIN CURVEifi
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•
FSS3STA 31+S2 A.EL.25.74 4D LFtl0" .__ ..
•
---1SEE SHEET UC-7 FOR PLAN VIEW • {SEE SHEET UC-9 FOR PLAN VIEW
m
`N3'` 20-00 21 -00 30+00 31+00 32+00 33+00

/
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j T.LP.NO. SHEET NO.
BEGIN STATE OFINTOITH CAROLINA U-4906 UO-1
PROJECT \\ DIVISION OF HIGHWAYS
NOTE:
sR ALL UTILITY WORK SHOWN ON THIS
O ''' ?*
SHEET WILL BE DONE BY OTHERS.
PLUTILITIES BY OTHERS PLANS NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR UTILITY WORK
So- a� 4 t ,_:= \3 .
I C W 5 NEW • `� �,'! ONSLOW COUNTYiii.id SHOWN ON THIS SHEET.
�Fo- RrvER END ry '51 ,
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LOCATION: GUM BRANCH ROAD (SR 1308) — WIDENING FROM
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L t RAMSEY ROAD (SR 1324)
O TYPE OF WORK: RELOCATE POWER AND COMMUNICATIONS
124 VICINITY MAP -L- STA 307+68.37 = END CONSTRUCTION t► ti
iiiiiii -L1- STA 10+00.00 BEGIN RESURFACING • so
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>\;� m2 -L- POT STA 280+00.00 BEGIN CONSTRUCTION
_c -L1- STA 44+52.50
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END CONSTRUCTION
o -L1- STA 46+70.00
4UG 0 2021 END CONSTRUCTION
N
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C
DCM-RALEIGH -L1- POT STA 81+55.00
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GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS WITH CONFLICTS PREPARED IN TILE OFFICE OFa)
cAlo;•&- DIVISION
DIVISION OF HIGHWAYS
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3
w ' 1,�:— SHEET NO.: DESCRIPTION:
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0) I I r I I_ UO-02 THRU UO-18 UBO PLAN SHEETS (D)COMMUNICATIONS - CHARTER-SPECTRUM
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LONNY A.SLEEPER DIVISION CONTACT#1
10 5 0 10 20
— STEVE DAVIS DIVISION CONTACT#2
NUQ- I I I I
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v
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i 595E a North Carah7.Pc
..slea7 THIS SHEET CORRESPONDS TO ROY-5
68e Row CA7mon Steer 3411e 137 C .NC 27611
Phase:919.297.0220 F'919.297.0221
q0 UTILITIES BY OTHERS
NSRS `?, NOTE:
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PROJECT REFERENCE NO. SHE
Weston®Scynpe i NC U-4906 UO-4
Y9n9e:
in W'SE o/NVT Cpokv.PC
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ALL PROPOSED UTILITY WORK SHOWN ON THIS
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588 Ern,C,,IIKx.i Street Sane 137 0 U.NC 235n
Rgne eie297 0220 Fc"*287°" UTILITIES BY OTHERS
ALL PROPOSED UTILITY WORK SHOWN ON THIS
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Weetcn®Sampsori NC U-4906 UO-6
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598 Eat C)uRxn.i Sleet Sure 13- Cars.NC 27:
A(i ..
P1nre8,9267D220 Paz 9,9�' UTILITIES BY OTHERS
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LETHA WHITE AND FO 3' INSIDE R/W
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688 a Bi 929702 Street Slue 13] Cary.NC 27611
F»oea,aza>°�° F":91
9.287.0221 UTILITIES BY OTHERS
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\ AUG_3 0 2021 SHEET WILL BE DONE BY OTHERS. NO
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PROJECT REFERENCE NO. SHEET NO.C7n®Scmpecti NC U-4906 UO-B -
Lbenee
WSE aF",P Csakn PC C-4647 THIS SHEET CORRESPONDS TO RDV-11
//? \ 58B East CTalhun Sheep SJIe 137 Coy.NC 2-5 i i
Phone R1R.2R70220 Fax RVR29,C2?' UTILITIES BY OTHERS
\ NOTE:
ALL UTILITY WORK SHOWN ON THIS
\ SHEET WILL BE DONE BY OTHERS.
NO PAYMENT WILL BE MADE TO THE
RECEIVEp CONTRACTOR FOR UTILITY WORK
/ SHOWN ON THIS SHEET.
\ QU� 3020
21
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LEIGH
\ Notes
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PPosed ROW.- F�rter will abandon underground in place
CV N
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�� ,.,� PROJECT REFERENCE NO. SHEET NO.
WG.7.ICXI®Sampson NC U-4906 UO-9
C`N_ `,
�of of Nona...wen PC :-464/
RECEIVED 588EEos'Clnn'ernSteel' Su* 3 Cb z NC 2-S" HIS SHEET CORRESPONDS TO PDT-12
Ftxne.918207 D220 Fxc.2 9 20-.0221 UTILITIES BY OTHERS
I�UG. 0 2021 ALTE:
ALL UTILITY WORK SHOWN ON THIS
` SHEET WILL BE DONE BY OTHERS.
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LUMEN UG TELEPHONE
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I We61or1®SQT1BOr1Nc
Werra _ U-4906 UO-T 5
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POT Slo./O+Qp pp ' s cn®Scxr�pec, L Nose U-4906 U0-1 7
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v PROJECT--_ REFERENCE NO. ' SHEET NO.
Weston®Sampson
NC U-4906 UO-1 8
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,.(st of-�mr Lo'sInc--c
C-4647 THIS SHEET CORRESPONDS TO RDY-26
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TOTAL
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See SheetSt et 1 Ar Convent onal Symbols STATEOF ✓�V CA 1 �� �AW �A� � �NO
SHEETNO TIMM
N.C. U-4906 1
DIVISION OF HIGHWAYS RATS 1'803.3011 r...Aa MCA/TM
^\� 40255.1.1 STP-1308(12) P.E.
"r_ BEGIN \ � 1 40255.2.2 STP-1308(12) R.O.W.,UTIL.
PROJECT 40255.3.3 STP-1308(12) CONST.
`/� -� ONSLOW COUNTY
V , \ L
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r\ ~ SR 7317 m
414.
CO / 0
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. LOCATION: GUM BRANCH ROAD (SR 1308) - WIDENING FROM THE WEST OF
1306 ,� _ ti MILLS FIELDS RD (SR 1313) TO EAST OF RAMSEY ROAD (SR 1324) * PROPOSED TRAFFIC SIGNAL
EXISTING TRAFFIC SIGNAL
• ~ a TYPE OF WORK: GRADING,PAVING,DRAINAGE
PROJ AND SIGNALS
C,-) 08 0.
•
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DECEIVE® -L1- STA 10+00.00 BEGIN RESURFACING °
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, cco Y 0
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VICINITY MAP > ��m° DCM-RALEIGH -L- POT STA 280+00.00
-L1- STA 44+52.50
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Po �� yo -E END RESURFACING 07"
0
9°i 0 -L1- POT STA 14+00.00
END CONSTRUCTION
4q. -L1- STA 46+70.00
\O END CONSTRUCTION
lin END TIP PROJECT U-4906
Ni -LI- POT STA 81+55.00
rV ** DESIGN SPEED IS 60 MPH FROM SQUIRES RUN BRIDGE TO QUAKER BRIDGE ROAD DOCUMENT NOT CONSIDERED FINAL
AND 50 MPH FROM QUAKER BRIDGE ROAD TO EDGEWOOD DRIVE UNLESS ALL SIGNATURES COMPLETED
Prepared In the Office of: HYDRAULICS ENGINEER
s V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH HNTB HNTB NORTH CAROLINA, P.C. 7/2/2021
3a3 E. Six Forks Roatl, Suite 200
ADT 2019 = 23000 Raleigtl, North Carolina 27609 .otirt�i �,
50 25 0 50 100 NC License No: C-1554 C '_. Fn.;o. '
ii 1 :� ADT 2040 = 481000 = ., SE�, iiF Moery
% 2016 STANDARD SPECIFICATIONS rMN°P__" �E,y,f �64�•••3 .4,j0`'
o PLANS DOUGLAS M.WHEATLEY,PE ILi 7^
D = 60 % PROJECT ENGINEER AT' P.&. 4 J.NN f
LENGTH OF ROADWAY TIP PROJECT U-4906 = 6.605 MILES SIGNATURE: A
50 25 0 50 100 T = 4 % RIGHT OF WAY DATE:
N o 11111�i� ** V = 60/50 MPH TOTAL LENGTH OF TIP PROJECT U-4906 = 6.605 MILES JUNE 28,2017 JACQUELINE MARROQUIN, El ROADWAY DESIGN 7/2/2021 'J
�/ PROJECT DESIGN ENGINEER ENGINEER •'�" t' j
"-'aPROFILE (HORIZONTAL) A 1TST =1% DUAL 3% ;•?0la;E's':;o .t. �°1. Nl° O 10 5 0 10 20 FUNC CLASS = LETTING DATE: 3EALL Op TN�
za r ` lain I� MINOR ARTERIAL SEPTEMBER 21,2021 MICHAEL BASS p :G'FNGINEtp P�
v C k
OE[ NCD07 CONTACT Ar�..3 r' "�7 '•.,�43 'vIN„``•
�Cr_ ` J` PROFILE (VERTICAL` STATEWIDE TIER 51GN_An: o P.E.

nvelvalle ID 9695961 A-E i cransnnae-oc3oeonoeFSF
Cr
PROJECT REFERENCE NO. SHEET NO.
U-4906 1A
ROADWAY DESIGN
ENGINEER
r�N CMR4'•
E�EIVED :�4,„tss/ch
SEAL
9 36786
a.
AUG,3 0 2021 � AL w0''
7/2/202r,,,,,uP,
DCM-RALEIGH DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS
GENERAL NOTES: 2018 SPECIFICATIONS
SHEET NUMBER SHEET EFFECTIVE: 01-16-2018
REVISED:
EFF. 01-16-2018
1 TITLE SHEET GRADE LINE: REV.
GRADING AND SURFACING: 20t8 ROADWAY ENGL ISM STANDARD DRAWINGS
IA INDEX OF SHEETS. GENERAL NOTES. AND STANDARD DRAWINGS THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH -
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH. N. C.. DATED JANUARY. 2018 ARE APPLICABLE TO THIS PROJECT
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ANC BY REFERENCE HEREBY ARE CONSIDERED A FART OF THESE FLANS:
18 CONVENTIONAL SYMBOLS ADJUSTED AT THEIR BEGINNING ANC ENDING ANC AT STRUCTURES AS DIRECTED BY THE
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. STC.NO. TITLE
1C THRU 1C-2 SURVEY CONTROL SHEETS DIVISION 2 - EARTHWORK
CLEARING: 2GC•C3 ME TH CC OF CLEARING - METHOD III
2A-1 THRU 2A-5 PAVEMENT SCHEDULE AND TYPICAL SECTIONS CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY 225.04 GUIDE FOR GRADING GU - SECONDARY AND LOCAL
MODIFIED METHOD 111. 225.04 METHOD OF OBTAINING SUPEREUPERELEVATI ON - TWO LANE PAVEMENT
2C-1 DETAIL OF MODIFIED METHOD III CLEARING SUPERELEVATION: DIVISION 3 - PIPE CULVERTS
300.01 METHOD OF PIPE INSTALLATION
2C-2 DETAIL OF CONVERTING EXISTING CATCH BASIN TO DROP INLET ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH 310.10 DRIVEWAY PIPE CONSTRUCTION
STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. DIVISION 5 - SUBGRADE. BASES AND SHOULDERS
2C-3 DETAIL OF ARCH PIPE ENDWALL SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL 560.01 METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATED CURVE - METHOD I
SECTIONS.
2C-4 DETAIL OF ARCH PIPE JUNCTION BOx DIVISION 6 - ASPHALT BASES AND PAVEMENTS
SHOULDER CONSTRUCTION:
654.01 PAVEMENT REPAIRS
3B-t ROADWAY SUMMARIES (EARTH wCRK.PAVEME NT REMOVAL. PAVEMENT BREAKING: ASPHALT. EARTH. ANC CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF DIVISION 8 - INCIDENTALS
SUPERELEVATEC CURVES SHALL BE IN ACCORDANCE WITH STC. NC. _6G.Ct a 5.C2 SUBSURFACE CRAIN
638.C: CONCRETE ENOMALL FOR SINGLE ANC DOUBLE PIPE CULVERTS - 15" THRU 48" PIPE 9C SKEW
SICE ROADS: 838.'.' BRICK ENDMALL FOR SINGLE AND DOUBLE PIPE CULVERTS - 15" THRU 48" FIFE 9C SKEW
3D-1 THRU 3D-8 DRAINAGE SUMMARIES 840.00 CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
THE CONTRACTOR WILL BE REOUIRED TO DO ALL NECESSARY WORK TO PROVIDE 840.02 CONCRETE CATCH BASIN - 12" THRU 54" PIPE
3G-1 GEOTECHNICAL SUMMARIES SUITABLE CONNECTIONS WITH ALL ROADS. STREETS. AND DRIVES ENTERING THIS PROJECT. 840.14 CONCRETE DROP INLET - 12" THRU 30" PIPE
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS 840.15 BRICK DROP INLET - 12" THRU 30" PIPE
3P-1 PARCEL INDEX SHEETS INVOLVED. 840.16 DROP INLET FRAME AND GRATES -FOR USE WITH STD. DWG 840.14 AND 840.15
SUBSURFACE DRAINS: 840.24 FRAMES AND NARROW SLOT SAG GRATES
4 THRU 26 PLAN SHEETS 840.25 ANCHORAGE FOR FRAMES - BRICK OR CONCRETE OR PRECAST
SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT 840.31 BR CT -ION B 2 t THRU 66" PIPE
LOCATIONS DIRECTED BY THE ENGINEER. 840.32 BRICK JUNCTION BOX 12" THRU66" PIPE
27 THRU 39 PROFILE SHEETS 640.45 PRECAST DRAINAGE STRUCTURE
DRIVEWAYS: 40.46 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
840.54 MANHOLE FRAME AND COVER
Rw02D-1 THRU RWO20-2 PROPOSED ALIGNMENT CONTROL SHEETS 840.66 DRAINAGE STRUCTURE STEPS
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STC. 648.C2 84C.72 PIPE COLLAR
RMC3E-1 THRU RWC3E-5 RIGHT CF MAY CONTROL SHEETS USING 3 FOOT RADII GR RAL 11 AS SHOWN ON THE PLANS. LOCATIONS CF CURVES 846.C' CONCRETE CURB. CUTTER ANC CURB 8 CUTTER
WILL BE AS SHOWN ON THE PLANS_ OR AS CIRECTEC BY THE ENGINEER. 848.C2 DRIVEWAY TURNOUT -RADIUS TYPE
TMP-1 THRU TMP-1, TRANSPORTATION MANAGEMENT PLANS STREET TURNOUT: E48.03 DRIVEWAY TURNOUT - CROP CURB TYPE
b48.04 STREET TURNOUT
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING 876.01 RIP RAP IN CHARNELS
876.04 GUIDEFOR RIP RAPAT PIPE OUTLETS
PMP-1 THRU PMP-12 PAVEMENT MARKING PLANS THE RADII NOTED ON PLANS. 876.04 DRAINAGE DITCHES WITH
'B'TH CLASS B' RIP RAP
EC-1 THRU EC-49 EROSION CONTROL PLANS TEMPORARY SHORING:
SIGN-1 THRU SIGN-I3 SIGNING PLANS SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA
WORK" IN ACCORDANCE WITH SECTION 104-7.
SIG.1.0 THRU SIG.7.0 SIGNAL PLANS UTILITIES:
UTILITY OWNERS ON THIS PROJECT ARE WATER 8 SEWER - ONWASA
SIG.M1 THRU SIG.M8 STANDARD DRAWINGS FOR METAL POLES
POWER - JONES - ONSLOW EMC
SCP.1 THRU SCP.9 SIGNAL COMMUNICATION PLANS TELECOMM 8 FIBER - CENTURYLINK . SPECTRUM
UC-1 THRU UC-16 UTILITY CONSTRUCTION PLANS GAS - PIEDMONT NATURAL GAS
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. EXCEPT
U0-1 THRU UO-18 UTILITY BY OTHERS PLANS AS SHOWN ON THE PLANS.
RIGHT-OF-MAY MARKERS:
X-1 CROSS SECTION INDEX SHEET
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
x-1A THRU x-IC CROSS SECTION VOLUME SUMMARIES
X-2 THRU x-122 CROSS SECTIONS
0
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mum
o.-
c-I
ci2

AP PROJECT REFERENCE NO SHEET NO
STATE Oia NORTH CAROLINA, DIVISION OF _NIG,�.N AVA S U�9ob B
CONVENTIONAL PLAN SHEET SYMBOLS Receive°
BOUNDARIES AND PROPERTY: Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
RAILROADS: Water Manhole AUG-d 0 2021
State Line III 11 I 1 I Hed e
CountyLine _ Standard Gauge csx TRANSPORTATION g
Water Meter DC o
TownshipLine RR Signal Milepost SPOT 35 Woods Line "" M
[ I Water Valve Eat
CityLine Switch Orchard f? f? 0 Q ^L �H
SWITCH Water Hydrant -0
RR Abandoned -- -'- -� Vineyard I Vineyard
Reservation Line U/G Water Line LOS B (S.U.E*) .-
RR Dismantled EXISTING STRUCTURES:
Property Line U/G Water Line LOS C (S.U.E*) •---
Existing Iron Pin 0 MAJOR: U/G Water Line LOS D (S.U.E*) *
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I COWL
P P rt " Above Ground Water Line nic Water
Property Monument
p Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall- ) CONC ew
Parcel/Sequence Number ® Primary Horiz Control Point 0 MINOR: TV:
El
Primary Horiz and Vert Control Point , Head and End Wall - - / CONC HIP \ TV Pedestal
Existing Fence Line -x x x- -
Woven Wire Fence o
Exist Permanent Easment Pin and Cap O Pipe Culvert - - TV Tower
Proposed
New Permanent Easement Pin and Cop O Footbridge >- -< U'G TV Cable Hand Hole E
Proposed Chain Link Fence o U/G TV Cable LOS B (S.U.E.*) -- --
Pro posed Barbed Wire Fence O Vertical Benchmark I Drainage Box: Catch Basin, DI or JB ❑U,
p Right of WayMarker U/G TV Cable LOS C (S.U.E.*) —--*•--—
Existing Ri g 0 Paved Ditch Gutter --
.ER Existing Right of Way Line - Storm Sewer Manhole v ' TV Cable LOS D (S.U.E.U/ )
Proposed Wetland Boundary
New Right of Way Line K. Storm Sewer U/G Fiber Optic Cable LOS B (S.U.E.*)
E
Existing Endangered Animal Boundary U/G Fiber Optic Cable LOS C (S.U.E.*) --—TV CO——
Existing Endangered Plant Boundary EPE New Right of Way Line with Pin and Cap- W A UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E. ) T•E°
Existing Historic Property Boundary "' New Right of Way Line with ® O POWER:
GAS:
Known Contamination Area: Soil +�-5- Concrete or Granite RAW Marker w Existing Power Pole •
New Control of Access Line with Gas Valve 0
Potential Contamination Area: Soil -)X-s-M • Pro osed Power Pole ll
Concrete C/A Marker P v
Known Contamination Area: Water - --V:-w-X Gas Meter
Existing Control of Access — , , Existing Joint Use Pole Potential Contamination Area: Water -=-W-= �' ll UG Gas Line LOS B (S.U.E.*) --° -
New Control of Access Proposed Joint Use Pole tr
Contaminated Site: Known or Potential 7 ® UG Gas Line LOS C (S.U.E. ) — -°---
.®. Power Manhole
Existing Easement Line --E U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE: New Temporary Construction Easement E Power Line Tower ® Above Ground Gas Line An Gas
Gas Pump Vent or U/G Tank Cap 0 Power Transformer 0
New Temporary Drainage Easement TDE
Sign UKi Power Cable Hand Hole SANITARY SEWER:
New Permanent Drainage Easement PDE
Well ww H-Frame Pole •—• Sanitary Sewer Manhole
New Permanent Drainage /Utility Easement DUE Sanitary Sewer Cleanout
Small Mine 'X' U/G Power Line LOS B (S.U.E.*)
New Permanent Utility Easement PUB UG Sanitary Sewer Line n
Foundation I I U/G Power Line LOS C (S.U.E.*) --•-
New Temporary Utility Easement TUE
Area Outline I I U/G Power Line LOS D (S.U.E.*) Above Ground Sanitary Sewer aic Sanitary Sewer
New Aerial Utility Easement AUE SS Forced Main Line LOS B (S.U.E.*)
--Es:
Cemetery fi TELEPHONE:
Building F n ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.°) --.5---
School Existing Edge of Pavement
Existing Telephone Pole SS Forced Main Line LOS D (S.U.E.*) Fu
�
-- Proposed Telephone Pole
Church Existing Curb Telephone Manhole e MISCELLANEOUS:
Dam Proposed Slope Stakes Cut C - UtilityPole
HYDROLOGY. F Telephone Pedestal M •
Proposed Slope Stakes Fill - Utility Pole with Base CI
Stream or Body of Water Telephone Cell Tower
Proposed Curb Ramp CR Utility Located Object O
Hydro, Pool or Reservoir 1 1 U/G Telephone Cable Hand Hole El
---- Existing Metal Guardrail Utility Traffic Signal Box MI
Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*) - --
—is Proposed Guardrail T T T T Utility Unknown U/G Line LOS B (S.U.E.*) * E
Buffer Zone 1 —BZ 1 c U/G Telephone Cable LOS C (S.U.E.*) ---T--
Existing Cable Guiderail U G Tank;Water,Gas, Oil
Buffer Zone 2 BZ 2 Proposed Cable Guiderail a c U/G Telephone Cable LOS D (S.U.E.*)
* ___R__ Underground Storage Tank,Approx. Loc. (UST Flow Arrow < - USG Telephone Conduit LOS B (S.U.E. ) - )
Equality Symbol A/G Tank;Water, Gas, Oil
Disappearing Stream U^G Telephone Conduit LOS C (S.U.E.*) —-—TC———
Pavement Removal : Geoenvironmental Boring
Spring VEGETATION: UG Telephone Conduit LOS D (S.U.E.*) R U/ Test Hole LOS A (S.U.E.*)
Wetland ± U/G Fiber Optics Cable LOS B (S.U.E.*) --T E m
Single Tree 0Abandoned Accordingto UtilityRecords
Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E.*) --T FAATUR
Single Shrub - © Endof Information
False Sump
U/G Fiber Optics Cable LOS D (S.U.E.*) E.O.I.

• o-
HNTB MOTE MONTH CAROLINA, P.G. PROJECT REFERENCE NO SHEET NO
`" 343 S North Carolis na Suite60R
ix N200 U-4906 2A-1
Raleigh,FINAL PAVEMENT DESIGN NC License No: C-1554 ROADWAY DESIGN PAVEMENT DESIGN
t SURVEY ENGINEER ENGINEER
C1 PROP. APPROX. 11i¢" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, ��`�0.1M.�ARO/il'" p1H��R��j�La
AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. o N• aA.?
2.•• ESS/0••.>' 1A,E5 ; >'.a
Cl C3 .4�SEAL : '_ SEAL '•_
36786 : E E ' 022896
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, O 1 "o•'f CIN,,•W f !i.
C2 AT AN AVERAGE RATE OF 165 LBS. PER SO. YD. IN EACH OF TWO E �� c
i� �•y EEE'.�; NCIN�E,pt,:n�, `�
LAYERS. ��ASMW�`�, eSu'::'•"
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, _ - \\\\\\�`\\\�1 DOCUMENT NOT CONSIDERED FINAL
C3 AT AN AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH. TO -
_ UNLESS ALL SIGNATURES COMPLETED
BE PLACED IN LAYERS NOT TO EXCEED 1.5" IN DEPTH. — _
D1 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, 2 VL U 2 V2"
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. 3rr MIN.
MIN. 3„
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, MIN. 4 MIN,
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" E ��
D2 DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 21'5" IN DEPTH OR Detail Showing Method of Wedging CEIV
GREATER THAN 4" IN DEPTH.
El
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AUG-es L 2 O 2O n1
AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
4 -L-
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.00, I ©CWR�'1
A�����
AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH. TO
E2 BE PLACED IN LAYERS NOT LESS THAN 4" IN DEPTH OR GREATER
THAN 515" IN DEPTH. *4'MINIMUM 1t'-22' 11'-22' _ EXISTING
EXISTING j EXISTING SHOULDER
J 1 PROP. 6" AGGREGATE BASE COURSE I
�-� 2' _ C1 I CROWNli
- 2'
�\Fa.7s FDPS i/ POINT FDPS
R1 2'-6" CONCRETE CURB AND GUTTER. \�HG EXISTING A EXISTING
� \ 3.1 �0.08 - ---#-� / 0.08 \
T EARTH MATERIAL. O ® 11" k 11" ® 0 0 \-t,577/V
C2 GRADE TO THIS LINE G
C2 -,-, ,
U EXISTING PAVEMENT. TYPICAL SECTION NO. 1
*NOTE: TIE PROPOSED SHOULDER TO EXISTING -L- STA 30+50.00 TO STA 62+50.00
SHOULDER POINT OR PROVIDE A MINIMUM -L- STA 78+50.00 TO STA 106+70.00
V1 MILLING BITUMINOUS PAVEMENT. 1 1/2" DEPTH. WIDTH OF 4' -L- STA 124+55.00 TO STA 150+80.00
-L- STA 165+00.00 TO STA 280+00.00
W VARIABLE
DEPPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL
TRANSITION FROM TYPICAL SECTION 1 TO
TYPICAL SECTION 4
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. -L- STA 106+70.00 TO STA 110+30.00
MILLING AT PAVEMENT TIE-INS
4 _L_ -L- STA 150+80.00 TO STA 153+30.00
NOTES TO CONTRACTOR
•
*4'MINIMUM EXISTING EXISTING EXISTING
For surface mixes over 1"in thickness,mill the existing pavement in acoordance SHOULDER
with the following sketch as directed by the Engineer.
Locations shall include ties into existing
concrete pavements at bridge �
approaches
where the bridge will not be resurfaced,and at the beginning and ending point �,. I 2' e I CROWN 2'
of each resurfacing map. \�c�.7 FDPS ' I POINT FDPS
Perform the work in accordance with Section 607 of the January 2018 North �STlHG 0.08 i EXISTING EXISTING 0.08
Carolina Department of Transportation Standard Specifications for Roads and ..
Structures.Resurfacing will be accomplished at the same time as the milling �� ---l--I— ---- — �_�_
operation. . El..5T1t4C--- I � \ -.
50' 0 ail tt" O I U tt~ ® pl 0 Fxis,
C El GRADE TO THIS LINE \HG
MILL EXISTING PAVEMENT 0 eD -,-,.\
TYPICAL SECTION NO. 2
BEGINNING OR ENDING OF MAP,
_ - —L— STA 62+50.00 TO STA 65+80.00
4 -----, EXISTING CONCRETE PAVEMENT OR *NOTE: TIE PROPOSED SHOULDER TO EXISTING -L- STA 71+55.00 TO STA 78+50.00
` , NON-RESURFACEABLE BRIDGE DECKS SHOULDER POINT OR PROVIDE A MINIMUM
i
..
WIDTH OF 4'
APPROX.THICKNESS
OF SURFACE COURSE
he
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0.-
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Cr
4 N HNT E. Six CAROB Road, Suite Zpp PROJECT REFERENCE NO SHEET NO
FINAL PAVEMENT DESIGN HNTB Raleigh,
NORTH North Carol P.C.
Ra lLice No: Carolina 27609 U-4906 2A-2
ip NC License No: C-1554
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
* NOTE: TIE PROPOSED SHOULDER TO EXISTING 4 4-_
C1 PROP. 11t2" ACSC, TYPE S9.58 J1 PROP. 6" ABC SHOULDER POINT OR PROVIDE A MINIMUM ;.ope•s.440/,,,, ,ope.T!!40°?1,'
WIDTH OF 4' j 2,�oE55lp/;s •'�2:l�FESS/ .;-,
- I ` SEAL ' • - .` SEAL
C2 PROP. 3" ACSC, TYPE S9.5B R1 2'-6" CONCRETE CURB AND GUTTER. *4'MINIMUM EXISTING I EXISTING EXISTING 36786 :� - o2ze9a =
SHOULDER 'OG•`VCIN1,:: F'YGI N[EP' `
C3 PROP. VAR. DEPTH ACSC, TYPE S9.5B T EARTH MATERIAL. 2 C1 I CROWN
E FDPS / DOCUMENT NOT CONSIDERED FINAL
\x)ST�HG 0.08 i EXISTING POINT
UNLESS ALL SIGNATURES COMPLETED
D1 PROP. 4" ACIC, TYPE I19.00 U EXISTING PAVEMENT. 1111G .1_ -- -- --I- --------5 -
D2 PROP. VAR. DEPTH ACIC, TYPE I19.00 V1 MILLING - 1 1/2" DEPTH.
T C2 E1 11" O U )S• \)�C
D1
VARIABLE DEPTH ASPHALT PAVEMENT GRADE TO THIS LINE- TYPICAL SECTION NO. 3 �,
E1 PROP. 4" ACBC, TYPE B25.00 W (SEE STANDARD WEDGING DETAIL RECEIVE
SHEET No. 2A-1) -L- STA 65+80.00 TO STA 71+55.00
E2 PROP. VAR. DEPTH ACBC, TYPE B25.00 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 AUG 0 2���
UNLESS SHOWN OTHERWISE.
4 -L-.-Ll-
�CM'RALEI GH
-
8' 8' _ 12'-30' I 12'-18' 8' 30' _
0'-12' 12' 0'-6' rt 0'-6' 12' 0'-12' ~
I **6' **6' - Z
ORIGINAL _ O �� I 4, ��
4 " FDPS'
GI
ROUND FDP�- C2 EXISTING EXISTING i2"
3 EXISTING EXISTING _
Z
0.08 1 0.08
A:1 --- 1111111W'� -- --- - I CROWN a
j POINT 11 4:7
" 3, ORIGINAL
11" U )'1lgp
GROUND
GRADE TO THIS LINE
VARIABLE
(JD El 0 C2 E1 D1 O SLOPE
TYPICAL SECTION NO. 4 ORIGINAL
GROUND
-L- STA 110+30.00 TO STA 122+55.00 TRANSITION FROM TYPICAL SECTION 4 TO
-L- STA 153+30.00 TO STA 162+00.00 TYPICAL SECTION 1
** -L1- STA 14+00.00 TO STA 23+25.00 -L- STA 122+55.00 TO STA 124+55.00
-L1- STA 60+85.00 TO STA 61+40.00 -L- STA 162+00.00 TO STA 165+00.00
TRANSITION FROM TYPICAL SECTION 4 TO
TYPICAL SECTION 5
-L1- STA 61+40.00 TO STA 64+40.00
c -L1-
j
I
8' 6' 2' 24' i_ 24' 8' 30'
1 - ..-
12' 12' 12' j 12' Z
ORIGINAL
GROUND O
�, XI I 4
3.1 6" ® EXI TING I- E TING FDPS- Z LLO
0.02 r EXISTING EXISTING, 1 0.08-0
4.1
c RRRR�Ra� - j CROWN �=`�� 11111M 4:1
d I j POINT 11" ORIGINAL
-11" t J GROUND
T. GRADE TO THIS LINE VARIABLE
6 0 Jl p1 C219 0El OT SLOPE
TYPICAL SECTION NO. 5 ORIGINAL
h GROUND
-L1- STA 64+40.00 TO STA 68+40.00

Al
Q' PROJECT REFERENCE NO. SHEET NO.
' N 313E E NORTHSi ForrkLI Road,, Suite 200
- FINAL PAVEMENT DESIGN
��NTB NCll censa°NOn F',55:"' 2T6°° U-4906 2A-3
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
Cl PROP. 111" ACSC, TYPE S9.5B J1 PROP. 6" ABC •tt'Tr Ho, pttauu
O�0.1H,CA , '
41H.CARD....,ii
2°�EES510�::F l�EE55/p'�.,yf'�.
'4 SEAL ' SEAL
z.
C2 PROP. 3" ACSC, TYPE S9.58 Al 2 -6" CONCRETE CURB AND GUTTER. 36786 ` 022896 +�'
%°o'fHCINEE�.;:l' `t'1'G 1 NEtyel
C3 PROP. VAR. DEPTH ACSC, TYPE S9.5B T EARTH MATERIAL. '
i DOCUMENT NOT CONSIDERED FINAL
I UNLESS ALL SIGNATURES COMPLETED
D1 PROP. 4" ACIC, TYPE I19.00 U EXISTING PAVEMENT. - 8' 8' 12' I 12' i 12' 8' 30'
ORIGINAL Cl :°Z.::
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HNTBROJECT REFERENCE NO. SHEET NO.
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NC Licence NC: C-155e
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0::e r FILE SPEC.:kkenpfienglisn/02001:1901.6gn

DonnSgn Envelope 10 0137AB1DBFC1-4BA9-BC3466201E11465F
•
PROJECT REFERENCE NO. SHEET NO.
U-4906 2C-2
SEE PLANS FOR FRAME & GRATE TYPE
GENERAL NOTES:
-CONSTRUCT IN ACCORDANCE WITH SECTION 859
A
CONCRETE APRON OF THE STANDARD SPECIFICATIONS.
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WI WALLK MI— CONFIRM DIMENSIONS ON EACH INDIVIDUAL FRAME & GRATE PROPOSAL.
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GRATE PLACEMENT DETAIL GRATE PLACEMENT DETAIL
FOR DROP INLETS FOR GRATED DROP INLETS
RECEIVED
AUG.3 0 2021
SEE PLANS FOR DROP INLET FRAME & GRATE TYPE �Cl�ll-Eq�EIGH
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FILE SPEC.:a:uarJDecaualacanD,cocoDlaz.aDn

DowSgn Envebp,IC 0137AB1DSFC1dBA4-8C34-962D1E11465F
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PROJECT REFERENCE NO. SHEET NO. -
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•
00
O 0 2'-71' " 5'-8" 4—T1 TOP & BOTTOM --10" 10" Z
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FILE SPEC.: in0werton/Pi�Arcn Endwau 87x63 90 sken.001

DocuS,g,,E,,..iop•I°oi3,aeIO-6, reaa-0c34 96z01E11455F
PROJECT REFERENCE NO. SHEET NO.
U-4906 2C-4
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
a IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
r i � AS SHOWN ON STD. NO. 840.00.
87"x63" CMPA 87"x 63" CMPA a co
SEE NOTE r- io 87"x 63" CMPA INSTALL STD 840.24 FRAME AND GRATE UNLESS OTHERWISE DIRECTED BY THE
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o io+ I CHAMFER ALL EXPOSED CORNERS 1".
SEE NOTE 6—ter rr ap Bf 6r,' _ 6r_Orr _ 8"
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SECTION B-B SECTION A-A
>_ B RECEIVED
A A
A r , A AUG a02021 .
1 I BILL OF MATERIAL FOR CATCH BASIN
DCM-RALEIGH REINF. STEEL 1 PIPE
BAR SIZE LENGTH NO. WEIGHT
U #4 3'-10" 40 103
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PLAN 0V #4 8'-10" 18 107
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L ..........
6" 3y' 3._ `'� CLASS "B" CONCRETE CU. YDS. 5.2 F�,4,�pFESS/p^yi'•.•
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SECTION C-C
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CONCRETE JUNCTION BOX
m' FOR 87"X 63"CM PIPE ARCH
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'.',2 ORIGINAL BY: kakempf DATE: 06-05-13
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DATE:
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FILE ma e. S arch,h 71.7.02

COMPUTED BY:CRG DATE: 10122118 PROJECT NO. SHEET NO.
CHECKED BY:DW DATE:712121 U-4906 3B-1
PAVEMENT REMOVAL&BREAKING EXISTING PAVEMENT
SUMMARY OF EARTHWORK IN CUBIC YARDS SUMMARY IN SQUARE YARDS
Station Station Unci. Undercut Embank. Borrow Waste SURVEY Station Station LOCATION ASPHALT ASPHALT CONCRETE CONCRETE
Excay. 0% LINE LTIRTICL REMOVAL BREAKUP REMOVAL BREAKUP
-0-30+50.00 :1-6W00.00 615 0 586 0 33
--_ L-60+00.00 • -L-9D+00.00 646 500 0 146 L 159+60 160+61 RT 'RECEIVED
-1-90+00.00 -1-120+00.00 1,730 3,846 2,116 0 159+60 160+95 LT 292.25
-1-120+00.00 -L-150+00.00 1,629 691 0 938 159+66 160+47 RT 42.96
-L-150+00.00 -L-180+00.00 3,962 1,070 0 2,892 116.98 117+55 LT 72.95 AUG- 0 2021
-L-180+00.00 -1-210+0.00 666 548 0 119
•
-I-210.00.00 -1-240.00.00 748 593 0 156 71 15+53 16.71 LT 402.36
-L-240+00.00 -L-270+00.00 567 956 389 0 DCM'RALEICH
-1-270+00.00 -L-280+00.00 375 311 0 64 Y2_REV 12+85 13+57 LT 90.86
SUBTOTAL 1C,942 0 9,101 2,506 4.346 13+73 14+19 LT 162.55
17+02 17+59 LT 648.74
-1.1-14+00.00 -1.1 23+25.00 1.E33 524 0 2,011 17+74 17+86 LT 9.85
SUBTOTAL Z.333 0 524 0 2,011 17+79 18+21 LT 124.78
17+83 17+93 LT 11.11
-L1-44+65.00 -U-46+70.00 11 39 28 17+92 18+32 LT
SUBTOTAL 11 0 39 28 0 18+04 18-39 LT 64.08
18+47 18+86 LT 29.54
-
--- ---- -1.1-61+25.00 _ 11-71+40.00 782 290 0 492
SUBTOTAL 782 0 290 0 492
71-12+25.00 -71-16+75.30 324 3,104 2,780 0
SUBTOTAL 324 0 3,104 2,780 0
TOTAL: 1,175.88 776.15
-12 REV-12+00.00 ' -82 REV-20+31.25 1,128 3,354 2,226 0
SUBTOTAL 1,128 0 3,354 2,226 0 SAY; 1,210 800
84-10.00.00 '-14-18+00.00 218 948 729 0
SUBTOTAL 218 0 948 729 C
-15-11+50.00 -95-12+50.00 94 0 C 94
SUBTOTAL 94 0 0 0 94
TOTAL 16,034 0 17,358 8,268 6,944
EST.SHOULDER MATERIAL 6,875 6,875
WASTE IN LIEU OF BORROW: -5,909 -5.909
PROJECT TOTALS: 36 c3a 0 24,233 9,234 1 035
EST.5%TO REPLACE TOP SOIL ON BORROW PIT i 462
GRAND TOTALS: 16,034 0 24,233 9,696 1,035
SAY: 16,440 9,940
UNDERCUT CONTINGENCY FOR EMBANKMENT STABILITY: 600 Id' SELECT GRANULAR MATERIAL-BACKFILL CONTINGENT UNDERCUT 1600 Yd'
UNDERCUT CONTINGENCY FOR SUBGRADE STABILITY: 1000 Yd'
•TOTAL UNDERCUT EXCAVATION: 1600 Yd'
EST.SHALLOW UNDERCUT BY STATIONS: 500'Id'
EST.SHALLOW UNDERCUT CONTINGENCY- 500 Yd'
TOTAL SHALLOW UNDERCUT: 1000 Yd'
0
•PER GEOTECH RECOMMENDATION,ESTIMATED 1,600 CUBIC YARDS OF UNDERCUT TO BE USED IN THE DISCRETION OF THE RESIDENT ENGINEER.
DRAINAGE DITCH EXCAVATION=830 CUBIC YARDS
-L-PAVEMENT STRUCTURE VOLUME=9.532 CY
-L1-PAVEMENT STRUCTURE VOLUME=1,818 CV
Approximate quantities only. Unclassified excavation,borrow
Note:These earthwork quan0ties are based in part on subsurface data provided by the Geoteohn:cal excavation,fine grading,clearing and grubbing,
Engineering Unit. breaking of existing pavement and removal of existing pavement
will be paid for at the lump sum price for"Grading".

1 RALDISS
r r r r 'm 'm 'm ' r 73 n m a z 0 0
E , E 3▪ E, .b C E. E E E S 3. L d, ,t, ti E E .x E N o ^ d' N "' i s O c
m i a > v ,,, o - m m 19 m m
Tn _ 0 0
n n �„ U a a, C C C A n - A ,e A m A v a R o A m X 03 0
m <
OFFSET m A
:.l
, , , , p , , , , , , , cn rn
w n, 4 R A > „> AR R " c 8, 8 gi v 2 2 m 8 ,� n `.., ti I & g o FROM C a
0 0 0 0 0 0 0 0 0 - - o 0 0 0 o 0 0 0 o m g TO STRUCTURE NUMBER a
,., - ,  $ $ ' ti n _, ; , .A , a $ , , , , cn m
A C & S C n o TOP ELEVATION n C. C
Ei n 3
m C O S
5 n > m
= n V o m a a S m m - S - * , - o J INVERT ELEVATION '!C n
y > n ti D m m n
m m
H
D m
S -. S g . J INVERT ELEVATION T-14
n
In a MINIMUM REQUIRED SLOPE O CO
m a
,., .., Y, n C C g t3 o, C m n ti A u a .�
O
m A C m m N a N
c 0 y N
g g g, _ S g g' 2O
e Q$' O 7
C<
r
y0
& 0 m a _
,„ . . . . . DO NOT USE PVC 0 O
.064 u
W
O ex
.064 o m
1n c
.064 o P ry
N O.
.064 M.
. 22 'IT
079 g m
.079M a.
.Or
C1
N 0
UI
A C 4O A .O+
S i 50 O
7
K ^ r, g N 9 m
<m r- cI
o A g v, A7r
2
O
u O
M}
C j
HERCP S 3
0
, WSP x
,, 28"x20"CAAP m WV
15"SIDE DRAIN PIPE C
18"SIDE DRAIN PIPE
24"SIDE DRAIN PIPE 0
ENDWALLS b r t STD.838.01 OR STD.530.11
P., ^ ` (UNLESS NOTED OTHERWISE) S FI
t REINFORCED ENDWALLS �`^ 0
▪ MASONRY DRAINAGE STRUCTURE ^ V
D V`py \I
u, - - - n• O'THRU 5' a p O `1111 0 ti
IOr� A'9 C 7 �I
con n Y►��yy
m o o .,, ; 5'THRU 1 0• n WFg$c° 0+�� 0
=m `z" ' 01i '-
i 10'AND m ml�<< so y
21 ABOVE m O S
C.8.STD.840.01 OR STD.840.02
m Ij��, 11 11 dq
d]
m . o ° mb V rli '-7
O m S io m m b xo
O n. r_
u O" v1
D.I.STD.852.04 OR STD.852.06 CONCRETE ,q J .._]
TRANSITIONAL cc, Cl) '7
C.B.STD.852.05 SECTION
- - D.I.STD.840.14 OR STD.840.15 �
,, _ D.I.FRAME AND ORATES STD.840.16 (' Cl)G.D.I.TYPE"A"STD.840.17 OR STD.840.26 V/
G.D.I.TYPE"B"STD.840.18 OR STD.840.27 r�__ O
G.D.I.TYPE"D"STD.840.19 OR STD.840.28 vJ
G.D.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 Pt, 0
G.D.I.(W.S.FLAT)FRAME W/2 GRATES STD.840.20
G.D.I.(W.S.SAG)FRAME W/GRATE STD.840.22
., G.D.I.(W.S.SAG)FRAME W/2 GRATES STD.840.22 lr I l
G.D.I.(N.S.SAG)FRAME WI GRATE STD.840.24 tti 0
G.D.I.(N.S.SAG)FRAME W/2 GRATES STD.840.24 2
G.D.I.(N.S.FLAT)FRAME W/GRATE STD.840.29
G.D.I.)N.S.FLAT)FRAME W/2 GRATES STD.840.29
DRIVEWAY D.I.STD.840.30
FRAME W/GRATE FOR DRIVEWAY STD.840.30
n - - - J.B.STD.840.31 OR STD.840.32
ANGLED VANE GRATES AND FRAMES STD.840.33
_ T.B.J.B.STD.840.34
T.B.D.I.STD.840.35
T.B.D.I.FOR STEEL GRATES STD.840.36
STEEL FRAME WITH TWO GRATES STD.840.37
M.H.STD.840.51,STD.840.52,OR STD.840.53 0
M.H.FRAME AND COVER STD.840.54 n
CONVERT EXISTING C 77
.B.TO J.B. C 77
CONVERT EXISTING C.B.TO D.I. , C)
CONVERT EXISTING D.I.TO J.B. Xi 1_ 0
CONVERT EXISTING J.B.TO D.I. D 0
ADJUST C.B. Tr C
ADJUST DJ. 111 N m
O
15"C.S.ELBOW ^ v
18"C.S.ELBOW YT'/
24"C.S.ELBOW i•
30"C.S.ELBOW
BERM DITCH OUTLET STD.850.10(PER EACH)
BERM DITCH OUTLET STD.850.11(PER EACH)
FLOWABLE FILL
,,, < CONCRETE COLLARS CL."B"STD.840.72
PIPE REMOVAL
f f6 X n
f -1 , 7, v 2 3 I- S p O n p n m
F g g m m o 6 .<T 0 i m 09 b - 9, m A A
- a s $ m - ^' c o
O
ti J
I ` A ! k �t g o4 § 8 0 § 9
0 m - ,, -g 5 i' , o = C ,2 §N O
O y
a .lain 49 S 9 o . m
N 0) g ° $ r0 ~ z
m q 9 M
0

RAImse
O.
z I y r 0
0 0
z
d, E, S, m ,� E, o ,E 3 e 3 3 J, f n b d, E, S' m b, b E, . _ o .,, o o ,,, 0 m z o- O c
mM (D m m
•� o 0
, ,� m ,-, N N, m ,., a o N N N ki m 2,' m b v o ` R N R O IX o - A „ 3,. 33 W 33 ti * Id ,., 0 O m m
OFFSET _3 a
,., v .., ,,, ^' FROM <
,- ,,, > > o o 1 8 8, & : & _, V. n V. ', ., v o .e m V V _ A, n n v v > a<
STRUCTURE NUMBER
.a, v O pc W ^, TO 2.7
n o v u, m v o o u n �., m ,,, n ,., v CA M
1 TOP ELEVATION o a
e m n n 0"• n ( n o o m ,. U v e, ,, ,: v v v ,,, v ,,, v ,o 3 INVERT ELEVATION -`0'a
N 0 a-, in m
O v v 0 1 INVERT ELEVATION n
O O
y e MINIMUM REQUIRED SLOPE ZI 133
da
u S M C
o
a G1 V
U
go O w
(IO
n a
. gs. CO'
y e a n 7
m
. gt 2 C 191 D
rN N
n d g _
x x DO NOT USE PVC > > o O
06/ ti G C
O64 a o N
flt5
.064 m n ' co
9 O.
.064 a a Er- .079 g m a
.079 ga O
. 01
n
n
N O
7
m m mo ki v ,., n m ,., a N
an m v m v . y n 7
n, 4 8 PAa -N �3F
m v E. _m y <T rv= 11
, 7C
, c
HERCP *11
N 1' )•0
WSP !� M
28"x 20"CAAP ^ W
15"SIDE DRAIN PIPE C303
ei
18"SIDE DRAIN PIPE
L'21 Pi
24"SIDE DRAIN PIPE O
ENDWALLS
ri
9, STD.83881 OR STD.03811 �y
(UNLESS NOTED OTHERWISE) \ FI
i REINFORCED ENDWALLS M A`y)
MASONRY DRAINAGE STRUCTURE i tj
l
til
ii
_ - _ _ _ . > 0'THRU 5' 1n p t.r1
0 N
O p A C
,A g zO D /�
,,, ., v ,., 5'THRU 10' D ,',rg$ � .1C4 -Zi J
.> `_- ►0 3
i 10'AND W 11 m�<<I IIDN �O X
9 ABOVE m
C.B.STD.840.01 OR STD.840.02 t'ly
m 11
Q m rl g D N O ; x
D.I.STD.852.04 OR STD.852.06 CONCRETE 44., y
TRANSITIONAL x /�
C.B.STD.852.05 SECTION V/
- - - - - D.I.STD.840.14 OR STD.840.15
-- - - D.I.FRAME AND ORATES STD.840.16 ("' xry
G.D.I.TYPE"A"STD.840.17 OR STD.840.26
G.D.I.TYPE"B'•STD.840.18 OR STD.840.27 r--� O V
G.D.I.TYPE"D"STD.840.19 OR STD.840.28 v] 0 G.D.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 Po Pi
G.D.I.(W.S.FLAT)FRAME WI 2 GRATES STD.840.20
G.D.I.(W.S.SAG)FRAME W/GRATE STD.840.22
G.D.I.(W.S.SAG)FRAME W/2 GRATES STD.840.22 !\�.11 11
G.D.I.(N.S.SAG)FRAME WI ORATE STD.840.24
G.D.I.(N.S.SAG)FRAME Wl2 GRATES STD.840.24 *
G.D.I.(N.S.FLAT)FRAME WI ORATE STD.840.29
G.D.I.(N.S.FLAT)FRAME W/2 GRATES STD.840.29
DRIVEWAY D.I.STD.840.30
FRAME W/GRATE FOR DRIVEWAY STD.840.30
J.B.STD.840.31 OR STD.840.32
ANGLED VANE GRATES AND FRAMES STD.840.33
T.B.J.B.STD.840.34
T.B.D.I.STD.840.35
T.B.D.I.FOR STEEL GRATES STD.840.36
STEEL FRAME WITH TWO GRATES STD.840.37
M.H.STD.840.51,STD.840.52,OR STD.840.53
M.H.FRAME AND COVER STD.840.54
CONVERT EXISTING C.B.TO J.B. /0
CONVERT EXISTING C.B.TO D.I. i�/ 3>
CONVERT EXISTING D.I.TO J.B. C C m
CONVERT EXISTING J.B.TO D.I. I C, )
ADJUST C.B. 40 m
ADJUST D.I. r Q
15"C.S.ELBOW m N m
18"C.S.ELBOW // O v
24"C.S.ELBOW ]�/
30"C.S.ELBOW
BERM DITCH OUTLET STD.850.10(PER EACH)
BERM DITCH OUTLET STD.850.11(PER EACH)
FLOWABLE FILL
< CONCRETE COLLARS CL."B"STD.840.72
7 PIPE REMOVAL
7
4. Q Q U ' F ti ti 7] a z 3 - I Q o n n n m
Winm m n < )D i m o o_ - U m y p
W _ 5, In o n m y5 c CI
> 6 2
m o n ,. 2 -& 2 9 g $ m , 0, o
t t o o x $ o
$
so ''
,4 Z
Q

RAI.D1SR
• a r r '. c c r >` `> a 73 E m LI a z n 0
°� m m fi i a s N a o a o a m s ,� T. e ti g �m m oa o
m y 0 7 1
n W m m
O o
. _ N 7 7 7
,,, a a 8 N _ _ N m N S _ N N U a m U N e .,, NN mN m S o 8, ,A N A t0 < :. ..
OFFSET .. 0
., g g g m N "4 „ & g,,. "4 S S S g g g U g „ m m L.n '' g g g o o « ,� m g „ m o, ,r FROM a N
STRUCTURE NUMBER m Mt
G
.., 4 4 4 �. _ '4 '' n 44 4 m > TO 41 N
U U U o m 1TOP ELEVATION n a �-
,n o ,,, o n gS Fs
F
m ,,, U ,= �. N o ., o N m v o J INVERT ELEVATION ti a m °a
- INVERT ELEVATION T 1D m m
n ,,, �„ m o ,.� O O
s .
y N MINIMUM REQUIRED SLOPE C CO
da
N 3 0 C
u a 0
7
a N O.N
Y. ylb
N O?
(8O
1g gn O 7
=a C D F.
m p N j m m
O
0 O3 M
g G A N
DO NOT USE PVC 0 7 N
O
.064 N U ..
W"'•
O Cr
.064 u O ry
f!IC
.064 O N o
U O.
.064 r. - G
.079 g m 9
.079 m O
C,
M
n
w 0
. 7
o IS2 m V. N m o v u 0
Vo m & o ti rn m g m Q A /'f
ti• o a ti 72 n 0
N S N
<m _ g.
y O1
N O C '(4
6.11
HERCP 3 X
N
H
WSP Imo,
28"x 20"CAAP I`V,
LTI
15"SIDE DRAIN PIPE v] A
18"SIDE DRAIN PIPE
24"SIDE DRAIN PIPE O
ENOWALLS
STD 838.01 OR STD 838 11
(UNLESS NOTED OTHERWISE) y II
REINFORCED ENDWALLSORmi
t" C i MASONRY DRAINAGE STRUCTURE CO) ~ V
11
s 0_ 0'THRU 5' "l
W u0a ypO'. �.
- m ` 5'THRU 10' a 1, y'i5... F`BI r„„ ,,
T 10'AND mm< �m NCH O
D ABOVE m I
,^ - - , -- C.B.STD.840.01 OR STD.840.02 Z tii
m 60 {11 11 1�ry]
,,, _ - m -I 0 o Z O -• (� ^_ r7
,, .. Q vy g Om3 O
mm QNm "]
u o r_ ITJ
D.I.STD.862.040R STD.852.06 CONCRETE ' , >
TRANSITIONAL (x. h I-3
W
C.B.STD.852.05 SECTION
- - - - - D.I.STD.840.14 OR STD.840.15 11yy
D.I.FRAME AND GRATES STD.840.16 ("' �y
G.D.I.TYPE"A"STD.840.17 OR STD.840.26
G.D.I.TYPE"B"STD.840.18 OR STD.840.27 rr V__
G.D.I.TYPE"D"STD.840.19 OR STD.840.28 v] O
G.O.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 Pt XJ
G.D.I.(W.S.FLAT)FRAME W/2 GRATES STD.840.20
G.D.I.(W.S.SAG)FRAME WI GRATE STD.840.22
G.D.I.(W.S.SAG)FRAME WI 2 GRATES STD.840.22 lV�,
11
G.D.I.(N.S.SAG)FRAME W/GRATE STD.840.21
G.D.I.(N.S.SAG)FRAME W/2 GRATES STD.840.24 * �1
G.D.I.(N.S.FLAT)FRAME WI GRATE STD.840.29
G.D.I.(N.S.FLAT)FRAME WI 2 GRATES STD.840.29
DRIVEWAY D.I.STD.840.30
FRAME WI GRATE FOR DRIVEWAY STD.840.30
"' -. J.B.STD.840.31 OR STD.840.32
ANGLED VANE GRATES AND FRAMES STD.840.33
T.B.J.B.STD.840.34
T.B.D.I.STD.840.35
T.B.D.I.FOR STEEL GRATES STD.840.36
_
STEEL FRAME WITH TWO GRATES STD.840.37
M.H.STD.840.51,STD.840.52,OR STD.840.53
..' - M.H.FRAME AND COVER STD.840.54
CONVERT EXISTING C.B.TO J.B. C7
CONVERT EXISTING C.B.TO D.I.
CONVERT EXISTING D.I.TO J.B.
n
CONVERT EXISTING J.B.TO D.I. gn
G,
ADJUST C.B.
I
ADJUST D.I. D
15"C.S.ELBOW r
18"C.S.ELBOW m N `r77
24"C.S.ELBOW 1=)
30"C.S.ELBOW N
BERM DITCH OUTLET STD.850.10(PER EACH)
BERM DITCH OUTLET STD.850.11(PER EACH)
Q FLOWABLE FILL
< CONCRETE COLLARS CL."B"STD.840.72
PIPE REMOVAL
H -I ,a N Z 3 " C L7 0 0 n 0 W
y R 0, 0 < N I m 0 0 - M m A A
P0 n 0 - Y
- A m
D C mH
43, Oo - g p in g g g a 'b' N N o
F. g _
Ti -
g T
m o `o Ill
u o

•
RA,Di58
< < a T. ti z i o
A , s, m m ,, :s a34 E, E n e .` g g a .r ci i' A a A,, a g A A s A m m &, m 6 A A A a A . A m cn A A A L.N o a m
O O
(n5 m
m <
n ,,, m .,, 2,' ,,, V. o 3 a n �, ,� 88 o ., ,, n 8 n n o w m m ,., OFFSET A et,
yI A A y y74 7 i ri. y T1 y J D A J 11 y y ti l, -, y ', y y E, y y y y A A al A A y Sl 91 m
<0
•
' �„ �„ V. b" " ,"" o o N `,{, ,,, FROM
• ", m ' „ a & o o m m " ", "' m m U "' TO STRUCTURE NUMBER 0 7
Eli8 - 8 - 0. N., m 'J TOP ELEVATION A p, P
Di I
1, ro a n U m n m � U y INVERT ELEVATION g•a' m a
o - m ,o v ,r U c ,U U I INVERT ELEVATION T a; in m
O O
y e MINIMUM REQUIRED SLOPE A 03
da
w 3 o.N C
a ' Al'O
7
afg
m 90 (ny
ga
v i esi
m m a a' F.It m
O CI)N
b < n N •
DO NOT USE PVC n 0 > o O
.064 w w"
N
.064 N
_, c
1 .064 u O
n a
.064 a o C
.079 e W. tp
.079 M I
o, ^ v m `8' ie
n 7
M N L
G m r_
vl 7C FFyy
u C 2
O 0
HERCP 3 11��,,
11
WSP v
It Z
28"■20"CAAP m 17
15"SIDE DRAIN PIPE C.01 `
18"SIDE DRAIN PIPE
24"SIDE DRAIN PIPE 0
ENDWALLS b r i STD.838 01 OR STD.838 11
(UNLESS NOTED OTHERWISE) F II
REINFORCED ENDWALLS 0
MASONRY DRAINAGE STRUCTURE l i tj
h. n ri) l J
" _ _ _ _ _ _ _ 0'THRU 5' y p ►y c "-
75'THRU10' D �Fg�z y' ; J
10'AND m _ :n 'in )
7 ABOVE a m m
-
CZ
m - C.B.STD.840.01 OR STD.840.02 w
LI
- z m b Z
,r O m m O to!^
w o ' Ill
D.I.STD.852.04 OR STD.852.06 CONCRETE . , /4 ii..
TRANSITIONAL 0,e
C.B.STD.852.05 SECTION
.. - - - - - - - - - D.I.STD.840.14 OR STD.840.15
- - - - - D.I.FRAME AND GRATES STD.840.16 ('`
G.D.I.TYPE"A"STD.840.17 OR STO.840.26
G.D.I.TYPE"B"STD.840.18 OR STD.840.27 rr�- RCI
O
G.D.I.TYPE"D"STD.840.19 OR STO.840.28 v] XI
G.D.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 p.„ ry
G.0.1.(W.S.FLAT)FRAME W/2 GRATES STD.840.20 y
G.D.1.(W.S.SAG)FRAME W/GRATE STD.840.22 ^y
- G.D.I.(W.S.SAG)FRAME W/2 GRATES STD.840.22 ,1 11
G.D.I.(N.S.SAG)FRAME W/GRATE STD.840.24 �•/
G.D.I.(N.S.SAG)FRAME W/2 GRATES STD.840.24 *
G.D.I.(N.S.FLAT)FRAME W/GRATE STD.840.29
G.D.I.(N.S.FLAT)FRAME W/2 GRATES STD.840.29
DRIVEWAY D.I.STD.840.30
FRAME WI GRATE FOR DRIVEWAY STD.840.30
J.B.STD.840.31 OR STD.840.32
ANGLED VANE GRATES AND FRAMES STD.840.33
T.B.J.B.STD.840.34
T.B.D.I.STD.840.35
T.B.D.I.FOR STEEL GRATES STD.840.36 �q
STEEL FRAME WITH TWO GRATES STD.840.37 /0
M.H.STD.840.51,STD.840.52,OR STD.840.53 /
M.H.FRAME AND COVER STD.840.54 M C
CONVERT EXISTING C.B.TO J.B. a L7
23
CONVERT EXISTING C.B.TO D.I. D
CONVERT EXISTING D.I.TO J.B. ^ O
__ - CONVERT EXISTING J.B.TO D.I. C
ADJUST C.B. ON IT
ADJUST D.I. V C
15"C.S.ELBOW mim
18"C.S.ELBOW
24"C.S.ELBOW
30"C.S.ELBOW
BERM DITCH OUTLET STD.850.10(PER EACH)
BERM DITCH OUTLET STD.850.11(PER EACH)
< FLOWABLE FILL
Q CONCRETE COLLARS CL."B"STD.840.72
c
a PIPE REMOVAL
D.
f ,' ti p a z ; x O o D D O m
Olt m fl < N Z m O Cl - O m P%
CI n V m To 5
` 1, To
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a
lg r 5 - R m o , g rn o
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no N3ti
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- - L1n N yZ 0 0
E, 1, 3 b i E, F7 i m b 3, b E, m m , e g, g g g �' ,� n n n 3 E, E L b, a > ," c m El O p z n c
� L w ' ,e ., <., m N Z ID m m
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` 1n 5 i m
g n ,, _ n c, N, N A m m m N m A A <, V. m N n , m o n ," ," n 61 U ^-> n 6', 2 m N ,r N m _ N n m m
OFFSET :A
m
�' �' FROM O
O y
o, .,, 2,, ,r N.
�., ,,, - N, o STRUCTURE NUMBER m Ft
a, xd TO a 7
,., ,,, N.,., n i �., co 0
,,, ,, -aLn m � J TOP ELEVATION n a O. 3' D•
' n d I
_ 3 INVERT ELEVATION C.a m a
m 7 F..N a
O On m
9 INVERT ELEVATION 71.w
oV. n W O O
H e'MINIMUM REQUIRED SLOPE .-O 03
d o.
a m q C
o
reN O N
v0 NH
g52 o
a
C
le, 3 2 N t" m m
O
w 0 (pm
t G 0 5) _ _
DO NOT USE PVC 0 >
O
.064 ro
W.
O
.064 an (:1
m
Ill C
.064 a Cl ' ry
N O.
.064 s 9 O
.079 e m
• .079 m am.
1 Cl
ti 0
0
v a co
C
0" »
ClA O
e N V v•
Gm r_
y c 2
t 0
Pj
HERCP ;
. N
WSP -0 by
28"■20"CAAP Ivll '�� W
15"SIDE DRAIN PIPE
18"SIDE DRAIN PIPE
24"SIDE DRAIN PIPE ` O
ENDWALLS u
< STD 838.01 OR STD.838.11 V `
(UNLESS NOTED OTHERWISE( S II
2, REINFORCED ENDWALLS � IV hl
<ar MASONRY DRAINAGE STRUCTURE� COI` VI
tly
rn Mt_i 014
," 0'THRU 5' pn Fly
.,. - 5'THRU 10' s 1,2[Iy ? O N
mm«' 7' `z= O 1-3
10'AND m N IGR)m My
ABOVE
_
C.B.STD.840.01 OR STD.840.02 x
tli
m 11
2mm b O 1-3
4) mm S OmAm O
L.71
G., m" r_ FM
• D.I.STD.852.04 OR STD.852.06 CONCRETE ,� � �/
TRANSITIONAL ^O /�
' C.B.STD.852.05 SECTION V/
10.4
,, - D.I.STD.840.14 OR STD.840.15 yy
D.I.FRAME AND GRATES STD.840.16 �I
G.D.I.TYPE"A"STD.840.17 OR STD.840.26 y
G.D.I.TYPE"B"STD.840.18 OR STD.840.27 r�- O
11
G.D.I.TYPE"D"STD.840.19 OR STD.840.28 v7
G.D.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 Po Al
O.D.I.(W.S.FLAT)FRAME WI 2 GRATES STD.840.20
G.D.I.(W.S.SAG)FRAME WI GRATE STD.840.22 'y
I G.D.I.(W.S.SAG)FRAME WI 2 GRATES STD.840.22 1:::)
G.D.I.(N.S.SAG)FRAME WI GRATE STD.840.24
G.D.I.(N.S.SAG)FRAME WI 2 GRATES STD.840.24 *R
G.D.I.(N.S.FLAT)FRAME W/GRATE STD.840.29
G.D.I.(N.S.FLAT)FRAME WI 2 GRATES STD.840.29
DRIVEWAY D.I.STD.840.30
FRAME WI GRATE FOR DRIVEWAY STD.840.30
- - J.B.STD.840.31 OR STD.840.32
ANGLED VANE GRATES AND FRAMES STD.840.33
• T.B.J.B.STD.840.34
T.B.D.I.STD.840.35
T.B.D.I.FOR STEEL GRATES STD.840.36
STEEL FRAME WITH TWO GRATES STD.840.37
M.H.STD.840.51,STD.840.52,OR STD.840.53
M.H.FRAME AND COVER STD.840.54
CONVERT EXISTING C.B.TO J.B. f'�f
CONVERT EXISTING C.B.TO D.I. r1V
CONVERT EXISTING D.I.TO J.B. lC C
CONVERT EXISTING J.B.TO D.I. 8 G--) ,`!^m'■
ADJUST C.B. 4
ADJUST D.1. D
15"C.S.ELBOW r
18"C.S.ELBOW Ill N.)
O
24"C.S.ELBOW /1 N
30"C.S.ELBOW I
BERM DITCH OUTLET STD.850.10(PER EACH)
BERM DITCH OUTLET STD.850.11(PER EACH)
3 FLOWABLE FILL
•
< CONCRETE COLLARS CL."B"STD.840.72
,,, m d U N 63 N m ,,, N 6, n T ", A n N N N, T. N m _ -, N ., N ", o d, • PIPE REMOVAL •
S A mA mA 31'21 mA rvS A A mA A 31 A 21 mT 1� x1 p mA m m m m A A xJ mS m m
3 3 3 3 m m 3 3 m ry 3 3 m 3 3 3 3 m 3 3 3 m m m m 3 3 3 3 3 m m m 3 3 3 f -1 -i �p T1 2 ; S Q O f) O t)m
3 5 5 A A A 4 4 A a A $ 5 A A 5 5 5 U 5 5 5 2 rn a1 a G 75 o i m o o_ - in m y m
v v v v v v v Ti n v v v v v v v v r v v ,- v v r m r, v v v v �'-' £ `_ 'D It o
'z A a 4 7 6 0 0
2c ` 1 $ m ‘A >
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U o

I RA,n,u
b E, b E. S},,N. E. E, E E, S, E, b b f, L d, L S, E L m 3 b b b D m 4"" o 5. n 0
A ,., ,n n n ,n ,n N S m o m m m m ,n ,n n w, m i �, u u, ,� �, .., m n n v m u u, ,n m r, n> ,o ,n o ,.a c+ m y z Jc ti
N T. IR 5
p p
a
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,, -� ti ti ti " ti 2 ti , ti ti ti " -, ti " ti -, a A A T." ti " ti 41 1 A" 4] A y " y ti ti ti A a A " " " " CD m
• 6)
FROM a m
STRUCTURE NUMBER i "
TO a O
7
N N
V
• S.
TOP ELEVATION 0
5
2 GOI Ri 2
i " INVERT ELEVATION .d..O. m n
y 7 d n
01
N (D in m
y INVERT ELEVATION T M
O O
N e.MINIMUM REQUIRED SLOPE 73 co
2 E-
R m N C
w D
7
e y aN
tp y.:
n? .
g gp CO
0�
m N a m m
O.
ti 0 En N
< Cmt W S _ _
DO NOT USE PVC n 5.>w^-
>
O
.064 u
.064 a G A
C
.064 u n '�IIDD
N a
.064 r a O
.079 o m O
.079 U 0
n
n
ti 0
N
w C
w O
n A
ti 5515.
g N v N
a <m g
>r
y 0
m x
�^ O c
HERCP 3 /�
. WSP II !�I =y
28"■20"CAAP m1.11
b`
15"SIDE DRAIN PIPE COI A
18"SIDE DRAIN PIPE
24"SIDE DRAIN PIPE �i O
ENDWALLS 1/4Z r< STD.BM 01 OR STD.B3B.11
(UNLESS NOTED OTHERWISE) F M.4
< REINFORCED ENDWALLS ^
il V
< MASONRY DRAINAGE STRUCTURE C CA
trj
•1
n 0'THRU 6' y O O _
D A r C p s M�y
� 5'THRU 10' s W F vE2 2, N
s?. c z
• _� : 10'AND m mm« N4sim O 111 4�.�y
7 ABOVE m
C.R.STD.840.01 OR STD.840.02 ly i
11 �1
m y Z Q p t 0 1-3
m y0 o =!y b x
0
n m~ 'gp Om; trl,w O' v]
I CONCRETE 44,.. 0C H
D.I.STD.852.04 OR STD.852.06
• TRANSITIONAL ^�
C.R.STD.852.05 SECTION
D.I.STD.840.14 OR STD.840.15 ^
D.I.FRAME AND GRATES STD.840.16 (' Cl)G.D.I.TYPE"A"STD.840.17 OR STD.840.26
' V/
G.D.I.TYPE"B"STD.840.18 OR STD.840.27 r-j O
G.D.I.TYPE"D"STD.840.19 OR STD.840.28 vl G.D.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 Pm 7d Z
G.D.I.(W.S.FLAT)FRAME W/2 GRATES STD.840.20
G.D.I.(W.S.SAG)FRAME W/GRATE STD.840.22 `y
G.D.I.(W.S.SAG)FRAME W/2 GRATES STD.840.22 It,
G.D.I.(N.S.SAG)FRAME WI GRATE STD.840.24
G.D.I.(N.S.SAG)FRAME W/2 GRATES STD.840.24 *
G.D.I.(N.S.FLAT)FRAME W/GRATE STD.840.29
G.D.I.(N.S.FLAT)FRAME W/2 GRATES STD.840.29
DRIVEWAY D.I.STD.840.30
FRAME W/GRATE FOR DRIVEWAY STD.840.30
J.B.STD.840.31 OR STD.840.32
ANGLED VANE GRATES AND FRAMES STD.840.33
T.B.J.B.STD.840.34
T.B.D.I.STD.840.35
F T.B.D.I.FOR STEEL GRATES STD.840.36
STEEL FRAME WITH TWO GRATES STD.840.37
M.H.STD.840.51,STD.840.52,OR STD.840.53
• M.H.FRAME AND COVER STD.840.54
CONVERT EXISTING C.B.TO J.B.
• CONVERT EXISTING C.B.TO D.I. 0
CONVERT EXISTING D.1.TO J.R.
CONVERT EXISTING J.B.TO D.I. K C
ADJUST C.B. ��I�4 {� '
ADJUST D.I. /V .4,
15"C.S.ELBOW ......13
DTI
18"C.S.ELBOW r O C
24"C.S.ELBOW ivm
0
JO"C.S.ELBOW 0
BERM DITCH OUTLET STD.850.10(PER EACH)
BERM DITCH OUTLET STD.850.11(PER EACH)
i FLOWABLE FILL
i CONCRETE COLLARS CL."B"STD.840.72
.n _ ., ,., m9 9 a 9 o N N N 47 « _ 7 , m o Z71 , & iS . K9Ff. U - _ :R = 8 o o u, v PS v A : PIPE REMOVAL
m m m 2 �s m m m m m ry � m m m ma - m m m 7
5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 r 5 5 5 5 5 5 5 5 5 5 5 5 3 5 5 5 5 5 3 5 5 5 5 5 '� " p ? 3 �- S Q p 0 (l O m
ggg ' m m m m R m m m m m m ,R m m m m m m m m m 2 2 N Z O p - fA m a XI
X n; A ,� A m ,"`� m 4 A a A m . y c 3'm
m z m ,n 9 Z m zm p ,r 9 N a 9 ,,, m U m - m
ci;2, z Z v { v v Tf'O v v v V v ci ' a >D ci p p v v v v v v v n T1 Z1 v v v v v v v s J• ISI
z Aa `2o S7 $ o
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ti
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r7.
N y
y Z
S' d, n' ,n rn m �' a O camm z 5• O
m N ID m• m
O O
CA m eD
v v N N m m N m N CD A A :. :.
OFFSET :a
Ulm
ti ti El -. ti ti FROM a N
STRUCTURE NUMBER d "
TO a O
cn co
-13 3 TOP ELEVATION n a
3
D n N a S
2 i 3 INVERT ELEVATION .Oi a 1O COm
III III
n
V AT
0 0 'J INVERT ELEVATION O
a n O
N e MINIMUM REQUIRED SLOPE C CO
. O O.
ti D N C
& u 0 L 9
7
EL., N a y
. ?o corn
E n a
�' CO
9 O 7
9 E. D D
,-- E
m1 N a m m
o co N
n N
DO NOT USE PVC 0 CM _
7 0 8
.064 73 w
O
e I-- - .064 m Oel)I _ in C
.064 u n r.A
N a
.064 . 9 G
.079 eb' 'O
.079 i I
ti a eA n P
N n I� 7
G m rr--
v, R
r en N
- y O x
It C
Pj
HERCP 3
y
wsP v �I Z
- 28"x20"CAAP m b`
Ill
15"SIDE DRAIN PIPE v] A
18"SIDE DRAIN PIPE
- 24"SIDE DRAIN PIPE '7e O
ENDWALLS b r< STD.8J8 01 OR STD.888.11
- (UNLESS NOTEDOTNERWISE) S F-1
JO. IV
< REINFORCED ENDWALLS IA
N ll/A G
MASONRY DRAINAGE STRUCTURE V,
r 1 1N \y/
1 FY g 0'THRU 5' N p 0 "!
5'THRU 10' D W F., !I n g l. `_) Pi
a
7 D 1 m C Z ti
10'AND m «'� A s m O O
7 ABOVE O N m N MI
'" C.B.STD.840.01 OR STD.840.02 Z
til
m
- 11
Z0r Ib 0 1-3
o C rye
601
D.I.STD.852.04 OR 5TD.852.06 CONCRETE . ,
TRANSITIONAL 00
C.B.STD.852.05 SECTION
~ D.I.STD.840.14 OR STD.840.15
It,
- D.I.FRAME AND GRATES STD.840.16 ("'`
G.D.I.TYPE"A"STD.840.17 OR STD.840.26
G.D.I.TYPE"B"STD.840.18 OR STD.840.27 r�_
111
- G.D.I.TYPE"D"STD.840.19 OR STD.840.28 v] O
G.D.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 key Pi
G.D.I.(W.S.FLAT)FRAME W/2 GRATES STD.840.20
G.D.I.(W.S.SAG)FRAME W/GRATE STD.840.22 'y
G.D.I.(W.S.SAG)FRAME W/2 GRATES STD.840.22 !`r/ 11
G.D.I.(N.S.SAG)FRAME W/GRATE STD.840.2/ I�
G.D.I.(N.S.SAG)FRAME WI 2 GRATES STD.840.24 /1'
- G.0.1.(N.S.FLAT)FRAME WI GRATE STD.840.29
- G.D.I.(N.S.FLAT)FRAME WI 2 GRATES STD.840.29
_ DRIVEWAY D.I.STD.840.30
L-- FRAME WI GRATE FOR DRIVEWAY STD.840.30
J.R.STD.840.31 OR STD.840.32
1-- ANGLED VANE GRATES AND FRAMES STD.840.33
_ - T.B.J.B.STD.840.34
_ T.B.D.I.STD.840.36
_ T.B.D.I.FOR STEEL ORATES STD.840.36
_ STEEL FRAME WITH TWO GRATES STD.840.37
M.H.STD.840.51,STD.840.52,OR STD.840.53
M.H.FRAME AND COVER STD.840.54 v
- CONVERT EXISTING C.B.TO J.B.
- CONVERT EXISTING C.B.TO D.I. 0 .
- CONVERT EXISTING D.I.TO J.B.
CONVERT EXISTING J.B.TO D.I. L-)
- - ADJUST C.B. D CA*
ADJUST D.I. 'rr'- 4=
15"C.S.ELBOW m N
18"C.S.ELBOW N
-
24"C.S.ELBOW 2
30"C.S.ELBOW
- BERM DITCH OUTLET STD.850.10(PER EACH)
-
BERM DITCH OUTLET STD.850.11(PER EACH)
< FLOWABLE FILL
< CONCRETE COLLARS CL."B"STD.840.72
n ro ,., g o, 8 9 PIPE REMOVAL
D
4 Zi' Zff 3 3 9f9 f ,, ,, ,a v z ; ,- 2 0 O n n O 0
Li m m A m 3 A m m n G 0 Z , O 0 - 0 m Y.A
m m m m m m m N 0 n m A 5 'N
E 4 E s m � Q m g
pp oy Iy C�2� Fn ®Q® 2 N
m & I 1 A A A 2 , o '1 N Z m
2C � g ' m0 f CP
F E E ttsst N '� 2i r ccC
S tl qm
r S
m O< _
0 =
_ O

FM MSS
A= r D
r u 7 G.,D N D Z 0 0
ti
b o o do 1' J, O y m IR O a z n c
N Z R 5
m N m 0 m IR
•• O
y7 i m
elf <
- OFFSET m m
y
n m
ti ti ti C N
g o W o ti FROM a m
STRUCTURE NUMBER co '-.
P.
TO a 0
o �8 y N
a
W 'J TOP ELEVATION n G
z Fri m 3 a =
Pi
`m m '� N I INVERT ELEVATION C a m
m
2) y - 7 d �
K 3 INVERT ELEVATION m m
O O 11 M
� ,n O O
D V.
y e MINIMUM REQUIRED SLOPE 71 07
- °ma
ff a v
A N C
_ $ j a
�i q0 a
9a yy
N ?, I 2• 0
m 9_9 C O 0
D D
m a
-
o N 7
DO NOT USE PVC O m
k 0 7
• O
g w
• O
n N C
_ 0)
_ N . 0
9 a
V. m O
v
~ O
_ ep
✓ .O.
- O
,.- g 7
S;. O? N
D f22
I- ti N y
V. Z m C
V 7
Col ;IT
g 5C yH
N y 9 x.11 y- 111���111
<m
L a
M Pi
HERCP 3 0
A
WSP ° b r"
v 1-1
g ,,, g87"c 63"CARP 9 0y
^- ENOWALLS a M IA'i
STD.83801 OR STD B38.11 V�
K (UNLESS NOTED OTHERWISE) C
R 9` REINFORCED ENDWALLS y/
H
^ S i MASONRY DRAINAGE STRUCTURE Z
A 0'THRU 5' O . O H y pg-�a z COD TJ �y
G
-
5'THRU 10' D WD y�oy 1�1
_I '_ 3 C z' C.: �= C2i
10'AND -m 'J N y Imo. I-1 ►�I
3 ABOVE m w ��1
- C.B.STD.840.01 OR STD.840.02 B('F�i] Icy
T ti 0 0D v] _J
CT m S D y T
w o- +"
CD
D.I.STD.852.04 OR STD.852.06 CONCRETE �!
- . TRANSITIONAL C ►►►►Z1►►111
C.B.STD.852.05 SECTION Cl)
V/
D.I.STD.840.14 OR STD.840.15 O
D.I.FRAME AND GRATES STD.840.16 rr--
G.O.I.TYPE"A"STD.840.17 OR STD.840.26 vl M
G.D.I.TYPE"B"STD.840.18 OR STD.840.27 P3 y
G.D.I.TYPE"D"STD.840.19 OR STD.840.28
^_ G.D.I.(W.S.FLAT)FRAME WITH GRATE STD.840.20 CZ) I-)
G.D.I.(W.S.FLAT)FRAME W/2 GRATES STD.840.20 O
-
G.D.I.(W.S.SAG)FRAME W/GRATE STD.840.22
G.D.I.(W.S.SAG)FRAME W/2 GRATES STD.840.22
G.D.I.(N.S.SAG)FRAME W/GRATE STD.840.24
G.D.I.(N.S.SAG)FRAME W/2 GRATES STD.840.24
G.D.I.(N.S.FLAT)FRAME W/GRATE STD.840.29
G.D.I.(N.S.FLAT)FRAME WI 2 GRATES STD.840.29
- DRIVEWAY D.I.STD.840.30
FRAME WI GRATE FOR DRIVEWAY STD.840.30
�' - J.R.STD.840.31 OR STD.840.32
ANGLED VANE GRATES AND FRAMES STD.840.33
T.B.J.B.STD.840.34
T.B.D.I.STD.840.35
,_. T.B.D.I.FOR STEEL GRATES STD.840.36
STEEL FRAME WITH TWO ORATES STD.840.37 C7
TEMP STEEL PLATE COVER MASONRY DRAINAGE C) >
SPRING BOX STD.840.41 C
ni
N M.H.STD.840.51,STD.840.52,OR STD.840.53 I c+) /�
M.H.FRAME AND COVER STD.840.54 33
C ♦ni
BERM DITCH OUTLET STD.850.10(PER EACH) r O
BERM DITCH OUTLET STD.850.11(PER EACH) IV
MODIFIED CONC.FLUME O
PREFORMED SCOUR HOLE(PER EACH) 0) v
ENERGY DISSIPATION BASIN
9 FLOWABLE FILL
9 CONCRETE COLLARS CL."B"STD.840.72
CONCRETE AND BRICK PIPE PLUG STD.840.71
'• PIPE REMOVAL
71
in T,
73 2 3: . S o CJ D D I7 D1
y m a O < rn m ab - A uB p m
rn
g g g $ m
i mD d -
Cl m d' ro x T O= gg � N S ' g
N o
'§ i § § a9, ggo o,1 om
N e, F, 8
g - `m z
5,
5 m O u0 9
6
O

•
COMPUTED BY:Cory Grell DATE:9128/18 PROJECT NO. SHEET NO.
U-4906 3G-1
CHECKED BY:Roy H.Tellier,PE DATE:10/24118 RECEIVED
STATE OF NORTH CAROLINA AUG 3 0 2021
DIVISION OF HIGHWAYS
DCM-RALEIGH
SUMMARY OF SUBSURFACE DRAINAGE SUMMARY OF AGGREGATE SUBGRADE/STABILIZATION
Location Drain Type* Aggregate Type* Aggregate Class IV
LINE Station Station (LT/RTICL) (UDIBDISD) LF LINE Station Station ASU(112)I Thickness INCHES Shallow Undercut Class IV Subgrade Geotextile for Soil Stabilizer Aggregate
AST [B"for ASU(2)] CY Stabilization TONS Stabilization SY Aggregate TONS Stabilization TONS
-L- 40+00.00 107+00.00 SD 6700
-L- 159+00.00 173+00.00 SD 1400 -Y4- 10+50.00 15+75.00 ASU 12 500 950 1500
-L- 189+00.00 225+00.00 SD 3600
-L1- 63+73.00 70+00.00 SD 650 •
-Y4- 10+00.00 15+00.00 SD 500
CONTINGENCY SD 1000 CONTINGENCY 500 950 3300
TOTAL LF: 13850 TOTAL CY/TONS/SY: 1000 1900 4800'
'UD=Underdrain ASU=Aggregate Subgrade,AST=Aggregate Stabilization
'BD=Blind Drain *Total square yards of Geotextile for Soil Stabilization is only the estimated quantity for ASU/AST and may only represent a portion of the geotextile quantity shown in the Item Sheets of the
Proposal.
'SD=Subsurface Drain

RALD0410/3/2918,Pi58177 NCDOT Division On-Ca11U-4906 Onslow County,Roadway4ProIROWParcels.zls
STATE OF NORTH CAROLINA PROJ.REFERENCE NO. SHEET NO.
U-0906 3P-1
DIVISION OF HIGHWAYS
PARCEL INDEX SHEET
PARCEL No. SHEET No. PROPERTY OWNER NAME PARCEL No. SHEET No. PROPERTY OWNER NAME
1 5 ZACHARY YOUNTZ,et ux _ 60 _ 23 _ AMBER WOLNIK
1A 5 ONWASA 61 23 JUDE JOSEPH,ET VIR
2 5 MICHAEL BYNUM 62 _ 23 CHARLES BUCKLER W 3 6 MICHAEL BYNUM 63 __ 23 RICHARD RATCHFORD
4 7 KEITH GURGANUS 64 _ 24 BETHLEHEM BAPTIST CHURCH RECEIVen
W 5 8 GEORGE NEBOLD 65 24 GARY BAYSDEN,et ux
6 8 KEITH GURGANUS _ 66 25 WARDEN BAYSDEN,et ux
7 9 GEORGIA WHITE _ 67 25 TERRY BRITT,et ux AUG.3 0 7021
8 9 SUE BOGGS,et al 68 25 LLOYD HERBERT
9 9 REBECCA BRYANT -_ _ 69 25 JOSHUA I.CORDUAN
10 9 ROBERT JUSTICE 70 25 EPARK LLC _ IX "RALEIGH
11 _ 9 ROBERT JUSTICE 71 25 JEFFERSON M.DRUM.et ux _
12 9 REBECCA BRYANT 72 25 KENNETH STRAUB,et ux
13 9,10 CITY OF JACKSONVILLE 73 _ 25 LUTHER MITCHELL,JR.
14 9,10 BONNIE FREDRICK 74 25 ED JONES,et ux
15 10 RONALD NEWBOLD 75_ _ 25 EDDIE JONES,et ux _
16 10 FRANKLIN DILL 76 25 RANDY JARMAN,et ux
17 10 FREDERICK SPRUILL 77 25,26 RANDY JARMAN,et ux
18 10 THOMAS SMOLSKI,et ux 77A 26 RANDY JARMAN,et ux
19 10 MERWIN MARSHBURN,et ux 78Z 25 EDDIE JONES,et ux
20 10 RANDY FINDEISEN,et ux 79Z 25 EDDIE JONES,et ux
21 10,11 HOWARD HERBERT,JR.,et ux 80Z 25 EDDIE JONES,et ux
22 10,11 JON HACKETT,et ux 81Z 26 LINDA LACORTE _
23 11 ROBERT SMITH,et ux 82Z 26 EDDIE JONES,et ux
24 12,13 BETTY CULLIPHER,et al 83 26 EDDIE JONES,et ux _
25 12,113 WILLIAM HANCOCK,et ux _ 84 26 LARRY D.COTTLE,et ux
26 13 MARGARET M.THOMPSON 85 26 PHILIP F.GAREY,et ux
27 13 GEORGE FRANKLIN &EDNA MARSHBURN 86 N/A PARCEL NO.NO LONGER USED
28 13 ASHLEY K.& KATHRYN M.FAIRCLOTH 87 N/A PARCEL NO.NO LONGER USED
29 13,14 EDNA P.& FRANKLIN MARSHBURN 88 25 CAROLINA PRIDE HOMEBUILDERS,INC
30 13 RONALD J.&KATHERINE CZOSNYKA 89 25 CAROLINA TELEPHONE&TELEGRAPH
31 13 GARY DALE JR& JACOB ERIN MARSHBURN 90 25 MYRON D.LANIER,et ux
32 13,14 ZELMA RAHAL,et al 91 25 VELMA L.WALKER
_ 33 16 GABRIEL RODRIGUEZ _ 92 25 FRANCIS L.MUMPOWER,et ux
34 16 THERESA McALLISTER 93 13 DAVID M.&PATSY ANN SYDES
35 16 JAMES McALLISTER,et ux 94 23 EVELYN SIMS
_ 36 16,18A MORTON&MORTON PROPERTIES LLC 95 25 JACKIE F.WATERS,et ux
37 18,18A PREPS,INC 96 16 CLINTON&SYLVIA RUNYON
38 18,18A MARION HOWARD,et ux 97 16 JOHNNIE CARSON
39 18,19 WEYERHAEUSER REAL ESTATE DEVELOPMENT 98 16 MITCHBURG INVESTMENT,LLC
40 19 JONES-ONSLOW EMC 99 14 KAVI MORTON,et al
41 19 ANTHONY W.SYDES 100 14 LIVING HOPE COMMUNITY CHURCH OF JACKSONVILLE
42 N/A PARCEL NO.NO LONGER USED
43 21 AARON STANDARD,et ux
44 21 AARON STANDARD,et ux
45 21 WILLA GREGG -
46 21 MORTON INVESTMENTS,LLC _
47 21 GREGORY MARSHBURN,et ux
48 21 EARL MARSHBURN,et ux
49 21 CARL MARSHBURN
50 21,22 CARL MARSHBURN,et ux _
51 21,22 MORTON INVESTMENTS LLC
52 22 CARL MARSHBURN
53 23 BRANDON SISSON
---
54 23 LOUISE DUNN,et vir
55 23 ANNETTE METTS,et vir
56 23 JIMMY METTS,et ux
57 23 SERENA CAPLINS
_ 58 23 JERMEY JORGE,et ux _
59 23 RANDY THOMPSON,et al

DocuSgn Envelope ID DAS3FED6F525-44FS-01266A6BBDE906F6
e \ INTB NORTH CAROL(NS. F.G. PROTECT REFERENCE NO SHEET NO.
HNTB 3a3 E. Sic Forks Road, Suite 200
v 343eERN, North CAFcii, Suite
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DocuSten Envelope ID OAS3FED6-F525-44F681206A6B9DE906F6
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343 E. Six Forks Reatl, Suite 20U
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DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
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• \ PROJECT REFERENCE NO. SHEET NO.
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a43 E. Six Forks Road, suite 200 U-4906 9
IINTB NORTH CAROLINA. P.C.
Raleigh, North Carolina 27608
NC Licence No: C-1554
8T
R4V SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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T 'I R = 950.85' ,__ N 632E'27•N
SE = EXISTING 133.69'
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cTHERBISE NETEO. W <_ N REBECCA BRYANT SEE DETAIL 1
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II I FROM -L-STA.110+00 TO STA.112+00 RT.
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Do usgn Envelope ID DA53FEDS-F525-44F&B7206A609DE9DBF6
HNTB NORTH CAROLINA, P.C. PROJECT REFERENCE NO. SHEET NO.
• HNTB Ral E. Six Forks Road, Suite 200 U-4906 10
c \ Rale t.N, North Carolina MOO
+46.80-n- ND License No: t-1551
111 N
RNI SHEET NO.
1� 3 LT ROADWAY DESIGN HYDRAUUCS
+49.30-n- DETAIL 1 DETAIL 5 DETAIL 7 DETAIL 13 ENGINEER ENGINEER
N
\� 62.50'LT SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL'V'DITCH ,,,, 'T
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+56.80-n- FROM -l-STA.12.00 TO STA.119+oD LT. FROM -I.-STA.116+68 TO STA.119+0o RT. FROM -I.-STA.117+44 TO STA.118+10 LT. FROM -L-STA.113+66 TO STA.116+30 RT. i Y4 L,,,4$'9 ,..
\q�, �- -Yl- STA 12+00.007
\� 30.00'LT FROM k STA.112-00 TO STA.113+66 0.T. FROM -I.-STA.119+50 TO STA.121+00 RT. Q 7/2/Z021 Itttttttr,,,, 7/2/2021
Fo J`'N FROM 1-STA.112 00 TO STA.114+00 LT. FROM -STA.120+00 TO STA.121+75 LT. 1)
•<L FROM -l-STA.118+10 TO 5TA 119+00 LT. FROM 1-STA.121+00 TO STA.125+00 LT. f
�"�'� FROM -Y1-STA.12+00 TO STA.15+25 LT. FROM STA.123+50 TO STA.125+00 RT. DOCUMENT NOT CONSIDERED FINALi4a �•: FROM -YI-STA.12+00 TO STA.16+50 RT.
,� �p \ N.
-Y/- \�O� UNLESS ALL SIGNATURES COMPLETED
N. +25.00-Y1- O,
50.00'LT PI St° /5+4495 / -L-
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+3s.00-n- :_-`"� N N N ,. 16 D = 16 5/'06J' e: ',F PI Sta 115+0080 PI Sta /25+7252
38.75'RT `,,�« -N `'1~ .0. L = 27328' `' 01� A = 38'23'54.5'(ITT! A = 23'29'39J'(LT1
30.00'RT N -� . N. FRANKLIN DILL T = 1445Y / D = 6 0Y 32.8' D = 4'54'46.3'
NDB 1150 PG 388 R = 340•00' L = 63724' L = 47822' c
\'N �. SE = 06 / T = 331JY T = 24252 RECEIVED
N�4 °°, >� RO = 116' R = 95085' R = 1J6624 VE�
© \� INC = 20' SE = EXISTING SE = EXISTING
` C 4, 5\ll° (s. DS = 35 MPH
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\ DB 590 PG 251 SEE DETAIL 7 A! •, ,`���Tl. C k.
+00.44-Yl- G. �\ �,
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\ c:S \ C Y/
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85.00'RT \ `\� \•��� c +95.42 -L- +00.33-L- 60.00'LT{ r
+81.75-Yl- _ S o�-� •8.37'LT 69.37'LT 50.00'LT ME FOR FIRST `„„
':Pe ? 98.50'RT +41.37 - r' \ � `\\ +` \ +55.00�- CLAIM 0.009AC
® ,s e'4. + 72.00'RT �` 0 N\•''74i. TCE FOR FIRST 93.00'LT TCE FOR FIRST + I 1
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83.82'Rr+53.10-n- ° ❑ .1. .L• V� .�\1►wiv"v.44. \ 64.39'LT ROW FOR FIRST •.50-L- +SO.00-I+ 75.00'LT 21
CITY OF JACKSONVILLE \ 58.32'RT $ FO A ®\Es.7 A�t'`.>,�'w��. •
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103.00'RT Al FON
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+04 8. -Y1- to ` ,+,� "A?�"4,: +00.00 70.3.8'LTSEE DETAIL 5 SEE DETAIL 6
+45.00�- 97.00'RT - 59.59'RT FR DRICK ,G
+95.72 -L- D�97t PG 4' C- `, 'b��r����n' V•. / +$1.97 -L- 5-3.5% SPEC.LAT.'V'
71.50'LT <+75.00-L- {� ` o���.•; I � 50.02 64.bG LT DOE= 5 cY g DITCH
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C +50.00-L- 40.00'RT clEce +91.50 -L- 79.75'RT 6T,29'RT .` �5,' r ee 0.009AC ,. P E FOR ;, -r-- r W ui
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k SEE DETAIL 1 40.00'RT DB 970 PG 419 O 61.00' 1pN 5 TOHIs FIRST CLAIM 55.00'RT , ._ /-- 1X �J
61.00'RT 17 A•• Do. EST.14 SYGF t• 10.016AC) +00.00-L- 96.47 -L- l +96.33
0 5'STD BASE DITCH +09.00�- S -_2'op.• 110.00'RT 100.05'RT 50.00'RT 5.39' 50.45'R
O 64.00 L- SEE DETAIL 1 79.75'RT 22 +85.18 L- h +21.00 -L- FIRST CLA =
FREDERICK SPRUILL .ro a 30.00'RT +72.09 I'l SPEC.LAT.'V•
.0 50.00'RT 5=0.3% 14 DB 23BI PC 510 108.• ,7 133.00'RT , 60.00'RT +56.00-L- 10.040AC) -? V
360' +65` �- EIF ? +20.72 -L- 80,00'RT SEE DETAIL 5 PUE FOR
DDE= 5 CY EOT TA FT.* t T +66.00-L- DITCH FIRST CWM ,
RtiT1 4.83'RT 82.00'RT - Z;c; 10.009AC)
3g•o I d +00.00-L-
°t.0s`<•N j �' L 40.00'RT
CLASS T RIP-RAP \ I f'1 30.00'RT
EST.S TONS / ElP B L�-� !_i +85.50-L-
c DETAIL 6 EST.14 SYGF / ® / 77.00'RT
INTERSECTION OF-L-(SR 1308 - GUM BRANCH RD) DETAIL 4 /
-°' STANDARD BASE DITCH 2'STD.BASE DITCH RANDY FINDEISEN,et ux 54.50'RT
AND -Yl-(SR 1311-COW HORN RD) STANDARD BASE DITCH Nero xd.l t1/
I.w«Sale; SEE DETAIL 6 4',,, DB 3242 PC 351
i SR 1311 TIE TO EXISTING DITCHNB 56 PC 42 /Ex +95.25 -L-
i 2019 AADT COW HORN RD H 1 6.e. .7 D 3.: DDE - 18 CY / 77.00'RT
2040 AADT 3530 c"" 3'� D 'S� ® 49.50'RT
63134 s B Min De 2.0 FL W Min D.o F.D H MERWINDB 1737
37HPGR 429 et ux
t- 1 NB 56 PG 42 JON HACKETT,et ux
e FROM k STA.118.30 RT
-L-STA.113+53 RT FROM -L-STA.120.75 LT DB 2118 PG 227
h p 3410
-a 9620 zoo 61oD 12920 DESIGN EXCEPTION REQUESTED FOR LANE WIDTHS (11') AND USABLE SHOULDER (4' MINIMUM)
a; GUMSBRANCH RD 17100 -L- 23000 NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED FOR -L PROFILE, SEE SHEETS 29 AND 30
?o. FOR -Y1- PROFILE, SEE SHEET 38

DewSion Envelope ID 0A53FED6-F525-60F8-0720-6A689DE906F6
e R
4 e PROJECT REFERENCE NO. SHEET NO.
NTB NORTH CAROLINA, P.C.
HNTB Fn3 E. SiN FonMe Roil, Suite 200
eJRn, Nontn esroJins zTsoe U-4906 11
NC License No: C-1554
co
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
:•RCk•E ESS/0,1; s .•'A200......$/.4.:1e'y
▪ v!SEAL'Pr- : c :aF SEAL�i`•.
j. ,.36786 : "s-4t•s115764
L4114 `'°444ti" L rt I HEE!'O
RECEIVE® \--i-
tp.,76, wN . Pf.�° A,E �. 4J
7/2/2021'"rtSLRSe, 7/2/20214„"'SL'"'- DOCUMENT NOT CONSIDERED FINAL
A��i O 2�21 ) S� UNLESS ALL SIGNATURES COMPLETED
0
DCM-RALEIGH
/
/ -L-
1. 1 PI Sta 125+72.52 PI Sto 137+71.88
A = 23'29'39/(LT)0 = 17'29'025'(RT) «
) D = 4'54'46.3' D = 3'34'21.6' dti°
N 'Na' I L = 47822' L = 489.38' h^ti'ti"
1 SSG Roo. I T = 24252' T = 246.61' / s 66.83'08•E
- 5 1A2.734•E 6R•.119' E ''''
', R = /J6624' R = /,60373' AEI I,2i6. B -3.R2 rIPD
a" SE = EXISTING SE = EXISTING
CA �$�h I,LA)
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FI r . /1/
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OD DB R50 PC 388I
N .( HISTORIC PROPERTY
21 a` FLOYD LANGLEY, = cl
Y et ux
HOWARD HERBERT,JR.,et ux z DB 1827 PG 443 yt" -
DB 1649 PG 406 JAMES E.MILLS > _
N DB 918 PG 474 - >°,�. ALYON NEWBOLD u, FLOYD LANGLEY.
I 2 MB 2531 PG 49 PG et ux
DB 1827 PG 443
0 N 6.0'0•w N 68'0F09•w N 66'02'20'w EIF
0. SPEC.LAT.'V'DITCH ROBERT RHODES DOROTHEA MCMILLIAN,et DI
0r E SEE DETAIL 5 DB 3212 PG 345 I SANDRA PLENTY ESTATE FILE MAY 16,2002) JOHN HAWLEY,et ux H 2s,c 0
-I- c, ALL c � . 1 DB 1391 PG 947 DB 1062 PG 916 z:, ILA
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PDE F•R,J , EST.11 TONS +00.00-L- i \ I
FIRST C W EST.28 SYGF ,t / I
(0.004AC) • / 40.00'RT x I
+52.97-L- v k HE,... •ifi ELIZABETH BECKELHIMER
cuL TIVA c 40.00'RT
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DB 480 PG 449
FIRST CLAIM (F 23 k\ k
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•
(0.031AC) +74.61�- ti v k`; /
161.57'RT ROBERT SMITH,et ux M '
+33.99-L- 3'STD BASE DITCH DB 408 PG 59i /
.,, 152.71'RT SEE DETAIL 8
'S S-0.1% /
h4, DDE 125 CY _.
JON HACKETT,et ux
DB 2118 PG 227 DETAIL 1 DETAIL 5 DETAIL 8
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Doc,JSean Envelope ID DA53FE06-F525-44FBd720-RA6990E906F6
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3NT E. 61e Forks Road, Suite 2C0
a , Raleigh, U-4906 12
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L = 48938' L = 43974'
T = 246.61' T = 220.97' '
R = 1.60373' R = 1.801.61'
SE = EXISTING SE = EXISTING I'
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DocuSpn Envelope ID DA53FED6-F525-C4FB-8720-6E6B80EROBF6
•
I INTB PROJECT REFERENCE NO. SHEET NO.
O°-' HNTB NORTH CAROLINA, P.C. U-4906 13
• e, Raleigh.se rthC Carolina Suite 200
< RA lLicen No Nc: Carolina 2)60B
I[I PAY SHEET NO.
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PI Sto/55+58.09 PI Sto 13+1225 PI Sta 16+02.92 PI Ste 18+25.30 PI Sta 20+43,39 /gyp 4\ 5 O." 1.'S ENGINEER ENGINEER
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T = 26426' T = 69.4Y T = 9828' T = 1457/' T = 99.94' Ti KATHRYN M.FAIRCLOTH FRANKLIN MARSHBURN t ;v� 1�: i i i '
R = l2/094 R = 250.00' R = 15400 R = 250.00' R = IAOOAO 52 b� 27 DB 3653 PC 625 a`1'):, DB?? PG?? � 36 86 t976a F
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DowSpn Envelope ID DA53FED6F525-44FB-5720-5A6B90E906F6
•
CT• HNTB 3938E NORTH Sia P.C.Sutte 200 PROJECT REFERENCE NO. SHEET NO.
n R.leiRN, NOrtN D.roLin. 27689 U-4906 14
NC License No: C.1654
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DocuSign Envelope ID D0.53FED6-F525-44FB-8720-66689DE906F6
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DocuSgn Envelope ID DA53FED6F52544FB-872D6A6B9DER06F6
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39.4 -L7- 7 I �8 2731PG 492
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HNTB PROJECT REFERENCE NO SHEET NO.
4 D•
r' „NTB NORTH CRR0LEN11, P.L.
n t.letOh, North
U-4906 26
mNJ. license Na: C•1554 R,W SHEET NO.
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ENGINEER ENGINEER
RECEIVED •``,,, CARp ,ti,',"Roi
`,?A�EESS'?p,:. ise.:',-,.. S ti may.
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-3 0 2021 ` RS 007 = 36786 :t 15764
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DowSpn Envelope ID DP.53FED6-F52544FB-0120MA689DE906F6
v PROJECT REFERENCE NO. SHEET NO.
m wan A .� a
e I._. U-4906 27
FINTB No r. �ee: 46ii`aoa'c ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
I I
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. '7/2/2021
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1
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55 55
BEGIN IESURFACII G
1—t STA 30+50.00
45 45
: i_IL ' i . 1 25
15 15
RECEIVED 05 1 1 1 05
FOR -L- ALIGNMENT, SEE SHEET 4
AUG 3 0 2021 -05 -05
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00
DCM-RALEIGH i 1 1 1
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BEGIN SPECIALE _
29.96
LAT)'i= +30.SGf92 1 Pi= 523 goon(LT) FOR -L- ALIGNMENT, SEE SHEET 5 AND 6
05 El= 30.92 El= 29.90 05
END SPECIAL
p L6T.K D/Te1LZ1 BEGIN SPECIAL
- -L�4T.
go -05 El 30.70• EY= 3i38 00 (LT) -05
4' 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00

Doc.Sep Envelope ID DA53FEWF525-14F63720-SA669DE906F6
Cr
• PROJECT REFERENCE NO. SHEET O
m ec o c
N — ' 9ee U-4906 28
E'NTB.",c °iBe'.. . c-�e's:e`62 ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
I _ , '•2�lEESSIp':t> ,:.or oN�.
( I - — _ v SEAL i
•' SEAL
! ry.ay„a6786 : - s i j5764 i r
1 Gilt6 Y,"�: f I NFt'%
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1
UNLESS AU.SIGNATURESCOMPLETED
1 1 — __—� --
55 —BEGC—SRINA MIbS.LIN+S0G 00 AND OVERLAY 55
45 45
1 1 1 —
35 35
1
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15 j 15
i
RECEJN D 05 I 1FOR -L- ALIGNMENT, SEE SHEETS 6 AND 7 05
AUG 3 0 2021 -os
-05
58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00 67+00 68 1-00 69+00 70+00 71 +00
DCM-RALE(GH
_ L ..
55 END M WNG AND JVERLA 55
—L—SIA 78+50.00 i
45 45
35 - - 35
-J3*rj-
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25 95
'+1128007
(+)0.4133Z _
15 _ _ 15
ce RIGHT DITCH
r
— _ -- - BEGIN SPECIAL -----
05 LAT.'V'DYT H (RD 05
a BEGIN SP.CIAL END SPECIAL
t LAT.'V'DITCH (RTI LAT.'V'DITCH (RT1 El= J2.80
Pt—75 E3Q 6/= 77+0000 (RT) PY= 7'750.00
s
EI= 21J8 EY= �82
Q' -05 _ EI= 20'4 FOR -L- ALIGNMENT, SEE SHEETS 7 AND 8 -05
�0
Ni
0.
-10
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°- 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 o:Z 81+00 82+00 83+00 84+00 85+00

Do=uSign Envelope ID.DA53FED6-F52594FBd1205ASBODEWW6F6
A
eCr PROJECT REFERENCE NO. SHEET NO.
FINTB U-4906 29
- _ __ __ ____-___. ._ -_- iicen.: xo�k��pss:oeei iene xoo ROADWAY DESIGN HYDRAULICS
PIPE HYDRAULIC DATA -,, , I MEL _ I I.
, ENGINEER ENGINEER
-L- Ste.85+94 (STR •080/)
, I
-_ I �F20v'�NESSI4O(,'Y, .��,200.,HE55�/O�ti>'..
DRAINAGE AREA = 9.4 AC f ...°E D%'', °F °Te
DESIGN FREQUENCY = 25 YRS : :` SEAL ` F.` SEAL
DESIGN DISCHARGE = /7 CFS y dy .a6786 : 45764
DESIGN NW ELEVATION = 3/5 fT i � z'lif ! �c �O;5 NEEQp��••�
I00 YEAR DISCHARGE = 20 CFS --- ! /2021 wNE,. As+''�
I00 YEAR I-W ELEVATION = 3/9 FT 1 1 znnozi„ vzou
OVERTOPPING FREQUENCY= )500(+) YRS DOCUMENT NOT CONSIDERED FINAL
OVERTOPPING DISCHARGE= - CFS UNLESS ALL SIGNATURES COMPLETED
OVERTOPPING ELEVATION = 337 FT Y-
55 I 55
-(-)3.36/6%
-(-)45455% 45
45 END SPELiAL BEGIN
DITCH J ENDS SPECIAL_H (If)
L�AqT'V'DITCH (LT) iz 86 .00 l= �86+115.00(
PI=R5+77 56 T
EI= 27.69 T-41.. .wl-mm E4
- • -- - _ -_ _— -
35 35
--- - +I0 3 _ _____ -
25 (+J 0.9421%
24 1.-Iv LEFT DITCH -
r END SPECIAL
1 LAT.`V`7ITCH (RT) RIGHT DITCH
PI= 8E+06.00
15 El= 91,3 _ _ 15
END SPECIAL
BEGIN yppSP�ECCIArL L'AT.'V'DITCH (RT)
85+jJ950 El= 3026 FOR -L- ALIGNMENT, SEE
05 E T � H Lrl P/_ 87+5000 SHEETS 8 AND 9 05
RECEIVED BEGIN SPECIAL
LAT.85 p Od(LT)
PI
AUG 3 0 2021 -05 EI= 28w -05
86+00 87-00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
DCM-RALEIGH
— — - '
.. IL . __- -----
PI= 109+0,00 (LT)
El= 4525
-- .- ---_ E'op SPCIAL --
- -- _- --------,BEGIN SPECIAL - _ - LA�'y DIT H (LT)
LAT.v'D7CH (.T) T)= 110+56.00 -
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BE IN PECIAL
'l= III oe.00
El= 47 4 - - • .•
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4
' - I0.9 __-�-------- • 110400%
45 (4-10.4520X ----- -(l0. -- - — 61 ----- --- 45
1 (+)02800% i-)L2100pZ-------------
i
35F 35
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25 RIGHT DITCH
0 25
BEG N SPECIAL
BFGIN rn — LAT.1Y'DITCH RT)
a MT.'V'DITCH (RT) PI= 109+Q0.00 (RT) P1= 110+Q0.00 __ -
15 PI= 10E+50.00 El= 4475 El= 43.80 15___
n I El= 43.80
05 _ 05
E D SPECIAL FOR -L- ALIGNMENT, SEE SHEETS 9 AND 10
Iv
LAT.'V':ITCH (R7)
-05 El= 4550 -05
-to
?5Q 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111 +00 112- 00 113 + 00

DocuSgn Envelope ID DA53FEDS-F52544F047200A6B9DE9D6F6
CT I I I , • I I I NNTB NORTH CAPOLINA, P.G.
PROJECT REFERENCE NO. SHEET NO.
N ��NTBPeiei
PIPE HYDRAULIC DATA - PIPE HYDRAULIC DATA - PIPE HYDRAULIC DATA PIPE HYDRAULIC DATA RNSiN6rtnStappsidne52i6662t6 U-4906 30
__ NC License sc. C.1554
-L- Sto.//3+65 (STR •I00/) -L- Sto.115+00 (STR •I004) -L- Sto.118+22 (STR •1002) -L- Sto.120+55 (STR •1003) I I ROADWAY DESIGN HYDRAUUCS ENGINEE0. ENGINEER
,,,,,,,,,h, ,,,.peen,,,
-
DRAINAGE AREA = 42 AC DRAINAGE AREA = 13 AC DRAINAGE AREA = 20.4 AC DRAINAGE AREA = 22.4 AC �,,oa0N C.4.91 .,, •op‘N•CSRpN 4
DESIGN FREQUENCY = 25 YRS _.DESIGN FREQUENCY = 25 YRS DESIGN FREQUENCY = 25 YRS DESIGN FREQUENCY = 25 YRS PIPE HYDRAULIC DATA : 2.ik.,- Ip4'. ; a14". s iotiT%
DESIGN DISCHARGE = 10 CFS DESIGN DISCHARGE = 43 CFS DESIGN DISCHARGE = 9 CFS DESIGN DISCHARGE = 10 CFS -L- Sto.125+77 (STR •1/0/) •- SEAL ' - I` SEAL ''
DESIGN HW ELEVATION = 45.4 FT _ DESIGN MY ELEVATION = 44.9 FT DESIGN HW ELEVATION = 45.9 FT DESIGN HW ELEVATION = 45.4 FT • 36786 :�• C iy 15764
DRAINAGE AREA = 36J AC F �'; ` I N.tYc)?i
100 YEAR DISCHARGE = 12 CFS 100 YEAR DISCHARGE = 5 CFS 100 YEAR DISCHARGE = l5 CFS 100 YEAR DISCHARGE = 16 CFS rl'�P
DESIGN FREQUENCY = 25 YRS .••' +p
100 YEAR MN ELEVATION = 45.6 FT _ 100 YEAR HW ELEVATION = 45.0 FT 100 YEAR HW ELEVATION = 473 FT 100 YEAR HW ELEVATION = 46A FT �"q;�I 'v4 W�.• �'ka°.`•
OVERTOPPING FREQUENCY= .>500(+) YRS OVERTOPPING FREQUENCY= >500-YR YRS • OVERTOPPING FREQUENCY= 200 YRS OVERTOPPING FREQUENCY= )500Y+) YRS DESIGN DISCHARGE = /5 CFS 7/2/202f,,,,,'e`•• 7/2/2021""'ee'•
OVERTOPPING DISCHARGE= - CFS- OVERTOPPING DISCHARGE= N /A CFS OVERTOPPING DISCHARGE= 18 CFS OVERTOPPING DISCHARGE= - CFS DESIGN HW ELEVATION = 44B FT DOCUMENT NOT CONSIDERED FINAL
OVERTOPPING ELEVATION = 487 FT OVERTOPPING ELEVATION = 493 FT OVERTOPPING ELEVATION = 483 FT 100 YEAR DISCHARGE = 20 CFS
OVERTOPPING ELEVATION = 48J 100 YEAR HW ELEVATION = 462 UNLESS ALL SIGNATURES COMPLETED
OVERTOPPING FREQUENCY= 200 YRS -
' I SPECIAL OVERTOPPING DISCHARGE= 30 CFS
• .'V' OVERTOPPING ELEVATION = 48J FT
_
I19+00.C�
al�l.7�TN/ lam` • CIA linT END S ECIAL
- .. l/Cull T T t ri�A�i��u 4700 i100.00 El 4°70 Pf- 1' it - d£5/®0100$ lL + 11(1 (L(1 9/` (T�
PI- 1133+6400 T . M 44 0 LAT. V' CH (RT) l- /21 I'*0 a E!$ 4 .04(' : El= 2488 55
55 Fi= 4353 Ey SPECIAL l- I ^I MT)
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Pl= lI +OOAO1,
El--43.64 • ' (+J 4.4R39%
45 =J 3.056% ( .0.4061%� 1 (+)' "i •- J L0000% _ 45
-22.4000i (+l2b•�
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5- ND SPE AL _ ,
l8'RCP-IV 24' ' P-/V wIr�Ts�i-I 1 Ti 36'V7CP-N
24'RCP-IV Pi= 118+00 0 '1= l+ •.00 END SPECIAL
35 � , I I= 46.28 'V'DITCH (RT)
I� PI 120+80 if I= 12/+50.00
/R 28'X '• m ' El 43.78 BEGIN �'ECIAL PI= 125+75.00 (RTI El= 46.56
P1 113+66.00_ PI= II +00.00 1I" 'Y
`` _ _ Pl 120+ 8to (RT). __ , V- 42.4025 El= 42.28 El= 4295 , a W L= 4322 El 47.57 25
END SPECML - I J ea:( T A
LAT.'V'DITCH (RTJ �_ f-14Yi7� - pf�N24 ,1,� --
E/= 44A32 - � I= FOR
_• = L _
15 LEFT DITCH 1/8+36 RO IN SPEC _ El_ as -L- ALIGNMENT, SEE SHEETS 10 AND 11 15
...
RECEIVED RIGHT DITCH J LAT.'V'(-ITCH (RT - R PI 119+50 a r
-I= 116_-tS8.00 -- I
El= 45.04 .
AUG 3 A 2021 05 I I I 05
114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122 -00 123+00 124 -00 125+00 126+00 127-00
I I
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-
. L . ,
1
, ,
•
55 _ _ 1 55
-
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45 _ 45
35
Fr _ 35
z
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25 75
a I
,
15 FOR -L- ALIGNMENT, SEE SHEETS 11 AND 12 15
' j - -
(V/ I •
05
z-. 05
128+00 129+00 1304 00 131 + 00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00

DowSyn En,ebpe ID DA53FED6-F525A4F667206A60000006F6
x 0'
0, PROJECT REFERENCE NO. SHEET NO.
m NNTB a U-4906 31
-- xxix x Pix x i X�
\ -- --- - - --- - - -- -— n�3e tpn6le ForxF Pei•. 6ulte To
o Fe ox L��SSi nx
xc •
!Icee x ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
e e.auP.F,•• •`x„FCARp�•
-- - -- - - 5 a°. ssJ
PIPE HYDRAULIC DATA 5 SEAL 1; 1
°'
1.
- _ _ -L- Sfo.155+40 (STR •1304) _-1- .36786 : "s i. •w15764 1 a
�__... .. _ DRAINAGE AREA = 21 AC zizozi xPt�IP .. iiz zo',,,/'ulL..
� e�l"N o LJr^T NEEl0.p,��•�.
_ L 21
_ DESIGN FREQUENCY = 25 YRS
DESIGN DISCHARGE = 12 CFS DOCUMENT NOT CONSIDERED FINAL
DESIGN MY ELEVATION = 43.0 FT UNLESS ALL SIGNATURES COMPLETED
100 YEAR DISCHARGE = 19 CFS
--- :_---- -_ --�- - - -- -- 100 YEAR MY ELEVATION = 43.6 FT
I BEGIN .S.PECIAL
1 OVERTOPPING FREQUENCY= )500(+) YRS 1 LAT.N'cDITCH (Ior)
OVERTOPPING DISCHARGE= - CFS PI 15 +00• El= 4236
OVERTOPPING ELEVATION = 45.0 FT - - •
55 _ 55
P1= 1544-50A0 T
- 45
45 BEGIN SPECIAL [-J Od200 - - —-- -- -�U SiZUX - - - -- C J Sb3 /
LAT.'V'DITCH (LT) I
— PI=_aa0+50.00 - ' - —-
3
j El= 4825
35 30'ACP-IV 35
LEFT DITCH --------------- PI F l5i+ l= 472 _t�/
P1= I52+QO.00 (T) - Yl= l55+' QU (LT]
25 RIGHT DITCH El- 46.46 El= 4/.42
25
i
15 FOR -L- ALIGNMENT, SEE SHEETS 12 AND 13 15
RECEIVED
AUG 3 0 2021 os 05
142-00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154-00 155-00
DCM-RALEIGH
1 . PIPE HYDRAULIC DATA -
-L- Slo.159+30 (STR •1305)
DRAINAGE AREA = /85 AC
DESIGN FREQUENCY = 25 YRS - -
DESIGN DISCHARGE = 60 CFS
- - - DESIGN MY ELEVATION = 43A FT -
100 YEAR DISCHARGE = 100 CFS _
100 YEAR HW ELEVATION = 44.4 FT = L
PJJ= l55+75.00 (LT) OVERTOPPING FREQUENCY= 100'+l YRS
-4 2JI OVERTOPPING DISCHARGE= 115 CFS
OVERTOPPING ELEVATION = 45A
I
+Qp a• (LT) Pl 1 = IODO ( T)
5 5 PI= l59 E/ 41?5 EV.._CFS
4�.42 5
I
i I
45 -,+)03896" ! 45 —.
03000 C
--- -- -- - - - - (+,03000%
35 _ . _ --AL 35
m END SPECIAL •
v
r PI=1'r7/T H � - - E-N0-SP-ECIAL
n E!= 43.62 LEFT DITCH ---------------- LAT.'V'DITCH (LT)
25 P!_ /65+23 25
z END SPECIAL IEti- 43.99
_ __ E_ 156+OOAB P1- 159+36.00(LT) RIGHT DITCH FOR -L- ALIGNMENT, SEE
LAT'V'DITCH (RT)
15 DEDIN sr ccinL SHEETS 13 AND 14
.65
N
PI= /55+68.00 (RT) 'T'V orr • ( -1 LAT.'V'V'DITCH (RT) END SPECIAL I 15
••D `/_ i't+ 4/o LAT.'V DITCH (-, 1
"-0_ - __------- El= 39,5,�.-- --- --E7=-42bU - -- ------. -_. ._- PL=_/6L±QZ.L---- -RI= 58.00 - _ --
04 El= 43.47 EI= 4480
Zi 05 I 05
sir= 156+00 157+00 158+00 159+00 160=00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00

DowSgnEnvelope lD.D0.53FED6-F525-04F88720fiA668DEH06F6
F
PROJECT REFERENCE NO. SHEET NO.
Nos :e °
— — — NNTB,lp U-4906 32
i ni:,.: e° c .;;11o. .,...30 ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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15 FOR -L- ALIGNMENT, SEE SHEETS 14 AND 15 15
RECEIVED 05 05
170,00 171 -00 172-00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00
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LEFT DITCH El= 4256
4 PI=.194+i30.00
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15 _ -- ---.— 15
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05 05
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DecoSipn Envelope ID DA53FED6-F525-NFB-0120-6A6BRDE606F6
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h FINTB og,e C.xpyl ..�. U-4906 3
--- - nc !fco.ee ne* 2'�ssina x�eoe ROADWAY DESIGN HYDRAULICS
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PIPE HYDRAULIC DATA i :2.pFE55l0y's: a;o`EssJo,. -
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-L- S1o.200+80 (STR •I601) I '�''j'r'36786 E. ; 15764 ;
DRAINAGE AREA = UI AC �02?' _ N
!I l_a 6,y�f K wN.•• �4+F;iun.°eeo•:
- -_ 1 _.-__.._. _— 1_ I 7/2/202f,,,,,,,,� 7/2/2021
DESIGN FREQUENCY = 25 YRS = L .. , ,
DESIGN DISCHARGE = 170 CFS I DOCUMENT NOT CONSIDERED FINAL
I DESIGN HW ELEVATION = 385 FTI UNLESS ALL SIGNATURES COMPLETED
100 YEAR DISCHARGE = 240 CFS I - - F
100 YEAR HW ELEVATION = 40.9 FT
OVERTOPPING FREQUENCY= 25 YRS
OVERTOPPING DISCHARGE= ) 170 CFS
OVERTOPPING ELEVATION = 40.3 FT
55 I — _ I � - — - - - 55
I
45 - - 45
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25 BT x 63" CAAP 25
I 1
1 1
15 IFOR -L- ALIGNMENT, SEE SHEETS 16 AND 17r 15
RECEIVED 05 -- -- - -- 05
198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209-00 210*00 211+00
AUG 302021
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DowSven Envelope ID DA53FEDEF52541F9d720EA609DE906F6
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55 i 55
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BEGIN;SPECIAL END SPECIAL I
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PI= 3/+53.00 PI= Z32+60.00 (RT) PI=El= 4L60
25 /= 44.4/ El= 4335 . - _. - 25 _
15 15
05 FOR -L- ALIGNMENT, SEE SHEETS 18 AND 19 05
-05 -05
ED REC
226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00
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240+00 241 - 00 242-00 243 00 244-00 245-00 246 -00 247 - 00 248+00 249+00 250+00 251+00 252+00 253+00

DowSgn Envelope ID DA53FED6-52514F8d7206A669DE906F6
. Cr' : PROJECT REFERENCE NO. SHEET NO.
__ HNTB °° '.: °. 6p6 ° U-4906 35
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55 55
BEGIN SPECIAL
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45 EIt 25D 45
35 i
75 25
l-11.4359%
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15 15
' DI= 2671- o.00 (RTI
i I El= E454
05 05
— — — — IFOR -L- ALIGNMENT, SEE SHEETS 20 AND 21
cECENED -05 I I 1 I I -05
254+00 255+00 256+00 257- 00 258+ 00 259+00 260+00 261 -00 262 -00 263 +00 264+00 265-00 266+00 267+00
AUG 0Z021
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END SPECIAL
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35 I 35
25 25
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05 SHEETS 21 AND 22 05
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,.= 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00

DocuSgn Ernabg.ID DA53FED6F52544FBb7206ABBSDE906F9
4 0' -I -
PROJECT REFERENCE NO. SHEET NO
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END 'PECh4 -�— _
1 I I LAT. Offs (RjD 1
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El 30
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END SPEC LAT. V 1= li+oi c5! LL'00 PI= 22+Fr pRLS)
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/Li 4/6.49 El= 21.54 BEG'1 SP,ECIAd �'^ El= 2691 - FOR -Ll- ALIGNMENT, SEE SHEET 231
LR .v ✓ t1 cR7JI LEFT DITCH 0
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— -— El= 2472 RIGHT DITCH
--1--- -
-10 1 _ 1 1
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DowSgn Enxebpe ID DA53FEDS-F52644FB8120.R6B9DE906F6
, • R
PROJECT REFERENCE NO. SHEET O.
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BEGI RESURFA ; e BE!IN SPEC/ •
UNLESS ALL SIGNATURES COMPLETED
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RIGHT DITCH —
FOR -L1- ALIGNMENT, SEE SHEET 25
-20 -20
60+00 61-00 62 -00 63+00 64+00 65+00 66+00 67-00 68-00 69 -00 70-00 71-00 72- 00 73+00 74+00
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DocwSgn Envelope ID DP53FEWF52544FB-8720.6A6B9DE906F6
• ' I PROJECT REFERENCE NO. SHEET NO.
HNTB .,. 6p6 ..a,,; .. 38
N _ _ _ __ 9 U-4906
•
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
. . . ii.
BEGIN GRADE ENE GRADE
-Y1-STA 12+25.00 -Y1- STA 16+;5.30 '
ELEV. - 49.08
------------------- - =-51.45
ECE1T - _ .._ _._.. - --- -
BEGIN SPEC/AL _ PI = 15+75.00,
LAT.'V'DITCH (RT) EL = 56.23' •
VC = 200'
111
El= 4blb -EL 49.21,'
00
V = 30 MPH
60 KC==66 225'
• 60
V = 40 MPH
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50 _ /-- ITCH 50
(-)0.3000\(-)OJ78-'/. �� i ��� /
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�12100..00 5� LAT.'V'PRC 25.C)! LAT.'V�rTCi (RT1
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30 El= 447 30
FOR -Yl- ALIGNMENT, SEE SHEET 10
20 20
RECE11/ D 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
AUG 4 2021
y 2 REv PIPE HYDRAULIC DATA
C)CM-RALE'Gy _ _ Y2_REV— S1o.17+25 (STR •1306)
DRAINAGE AREA = /9/ AC
'DESIGN FREQUENCY = 25 YRS
DESIGN DISCHARGE = 65 CFS,
- -_ - DESIGN NW =
42.8 FT
I 1100 YEDISCHARRGE ELEVATION = 100 CFS
'S /00 YEAR MN ELEVATION = 44J FT
r.
OVERTOPPING FREQUENCY= 200 YRS
- — OVERTOPPING DISCHARGE= MO CFS
END GRADE Z END GRADE
-Y2 REV-STA 4+11.00 Q -Y2 REV- STA 20+;1.25 OVERTOPPING ELEVATION = 46A FT
bL[P. = 46.8E V ELEV. = 47.60
I --
PI= 18+00.00 PI= 13+36.00- 46.3T + EL = 48.35'
K = 105 - -- - -K = 189 LEFT DITCH
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ELEV.= 47 55 VC = 150' < - :4.- •460.04 --- 2-4+ --- RIGHT DITCH
V = 50 MPH ELEV. = 4A.95 '
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BEGIN LAT. END SCPECIA�L) END LAT. (RTC—. _
BASE DITCH (RT) LAT�l aT/% L n
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DomSgn Envelope ID DA53FED6-F52S4FBB72D6A6BBDE906F6
A• S T - PROJECT REFERENCE NO. SHEET NO.
• pn
— NNTB. r. . .::o,o,I;o ..,. p 1J-4906 39
i:i.iu n^�M n �.nSSi�, z.eap'p ROADWAY DESIGN HYDRAULICS
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UNLESS ALL SIGNATURES COMPLETED
BEGIN GRAD -
Y4 STM �TO000A 8 • 50
ELEV. = 32.65 Ern pi= 15+15.00
i Z+ EL = 31.11' �/. PI= 17+75.00
— jr Z-D EL = 29.59'
40 f a K = 424 a K 424 40
zy VC = 120' fN
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(-)0•3000% ' (-)05832%
30 (-�e3ee9� - o e o _e _ 30
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20 END GRADE 20
-a -Sic 1a 40 89
BEGIN\ SPECIAL • REV.= 29.39
-- - ----- - CAT.'r' "o (LT)1
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10 El= 28.87: - 10
BEGIN SPECIAL END SPECIAL / END SPECIAL - I
(AT V
!nr_v'nrrrly (R-1, ----__---- cooLT1 LAT.V'D/TCH (PT) • LEFT DITCH
P = ro+oo.L 1 El= 2735 PI= 54-50i00 •
0 El= 29.63 El= 28J8 RIGHT DITCH - 0
- - • FOR -Y4- ALIGNMENT, SEE SHEET 25
-10 -- -10
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
RECEIVED - -- -__ --- -- ' -
AUG 3 0 2021 m y5 _
DCM-RALEIGH - - -
BEGIN GRADE END GRADE i
-Y5- SrA '1+50.06 -Y5- ST4 12+50.00 -
ELEV. = 35.48 ELEV. = 38.13
PI= 12+00.00 -----------
50 EL = 37.98' . 50
VC = 100'
K = 77 :
•
—___ -
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�(L 40
--- (-)10.0015% (+10.3000%
— 30 _ _ 30
20 _ _ - _ 20
Ir
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-C
6
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FOR —Y5— ALIGNMENT, SEE SHEET 16 h�
M. ---- --------- .
T - _ ___ -___---
"_ -10 I I -10
, = 10+00 11+00 12+00 13+00 14+00