WQ0043148_Application_20241102

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From:Barnes, Kenric
To:Hall, Michael; Grissinger, Tim; Sparrow, Shelbey
Subject:RE: [External] RE: Bexford Phase 1,2, and 6, 3 and 4, and 5, and 7-10 Fast Track Sewer Extension Permit
Applications - Information Requests
Date:Friday, March 1, 2024 6:57:24 AM
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Mr. Hall,

I confirm that there are no high-priority crossings with this project. Thanks for all your help.

Thanks,

Kenric Barnes, PE
Civil Engineering & Land
Development
phone: [phone] EXT 106
fax: [phone]
2524 Reliance Avenue, Apex
27539, NC, US
www.batemancivilsurvey.com

From: Hall, Michael <[e-mail]>
Sent: Thursday, February 29, 2024 3:24 PM
To: Barnes, Kenric <[e-mail]>; Grissinger, Tim
<[e-mail]>; Sparrow, Shelbey <[e-mail]>
Subject: RE: [External] RE: Bexford Phase 1,2, and 6, 3 and 4, and 5, and 7-10 Fast Track Sewer
Extension Permit Applications - Information Requests

Mr. Barnes:

Good afternoon. This is exactly what we need, I appreciate it! I am out of the office today and
tomorrow, but will be able to use this to assess your applications next week, and make sure
that everything is correct. One thing I noticed with this map is that there are several areas
where lines cross streams. As I said, I am out of the office, and do not have a copy of your
applications, but one of the key things I will need to check is whether or not you have any high-
priority crossings. I recall that you did have 401 certifications for work around the streams. If
you have high priority crossings, you will need to provide the details as indicated in the
application. If not, I would appreciate if you could confirm that you have evaluated this
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10' FVSE 10'
30' PUBLIC UTILITY ESMT.
(PER ROWLAND'S GRANT)
20' FVSE (PER ROWLAND'S GRANT)
20' FVSE
(PER ROWLAND'S GRANT)
10' FVSE 10' ROLAND'S GRANT
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(PER ROWLAND'S GRANT)
FHA
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FHA
(PER ROWLAND'S GRANT)
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GATE VALVE
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(PER ROWLAND'S GRANT)
BEND
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STORM CBs
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285
290
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275
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285
290
63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+25
EX. GROUND
CENTERLINE
ROWLAND'S GRANT
PROPOSED GROUND CENTERLINE
ROLAND'S GRANT MH110
RIM:286.50
INV OUT: 272.75
TO BE UPSIZED TO 5' DIA
TIE TO OUTSIDE
DROP MANHOLE
(SEE DETAIL ON
C416)
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JACK & BORE 8" FM INSIDE 16" STEEL
CASING 0.5" WALL THICKNESS
8" DIP FM RESTRAINED
JOINT THROUGH BORE
ROLAND'S GRANT
PROPOSED 18" STORM PIPE
ROLAND'S GRANT
PROPOSED 12" WATERLINE
8" DIP FM RESTRAINED JOINT
8"
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8" FM INSIDE 16" STEEL CASING
0.5" WALL THICKNESS
CONTRACTOR TO COORDINATE
STEEL ENCASEMENT SLEEVE
WITH ROWLAND'S GRANT IF
ROAD IS NOT DEVELOPED
DURING FORCEMAIN
INSTALLATION, STEEL
ENCASEMENT SLEEVE IS NOT
NEEDED.
ROWLAND'S GRANT
PROPOSED ROW
8" DIP FM RESTRAINED JOINT THROUGH BORE
JACK & BORE 8" FM INSIDE 16" STEEL
CASING 0.5" WALL THICKNESS
EX. GROUND
CENTERLINE
ROWLAND'S GRANT
PROPOSED GROUND CENTERLINE
18" MIN.
EX. ROW
4' COVER MIN
4' COVER MIN
4' COVER MIN
4' COVER MIN
(2) 45° BENDS
22.5° BEND
(2) 45° BENDS
ROLAND'S GRANT
PROPOSED 8" WATERLINE
VERTICAL BEND
VERTICAL BEND
VERTICAL BEND
VERTICAL BEND
VERTICAL BEND
VERTICAL BEND
VERTICAL BEND
VERTICAL BEND
8" C900 PVC FM RESTRAINED JOINT
8" C900 PVC FM RESTRAINED JOINT
2" GALANIZED VENT
REQUIRED (SEE CARRIER
PIPE DETAIL ON SHEET C952)
5' COVER MIN TO SUBGRADE
UNDER ROAD CROSSINGS
5' COVER MIN TO SUBGRADE
UNDER ROAD CROSSINGS
VERTICAL BEND
VERTICAL BEND
18" MIN.
FM UNDER PAVEMENT
FM UNDER PAVEMENT
8" C900 PVC FM RESTRAINED JOINT
BEGINNING AT STA 64+50
AIR RELEASE
VALVE (TYP.)
SEE DETAIL
ON C416
11.25°
BEND
FM FM FM FM
FM
FM
FM
OHE
OHE
OHE
OHE
OHE
SD
W
N/F: FISH, JEAN SHAW
FISH, GRANT J
PIN: 0687260272
ACREAGE: 46.51 AC
DB: 15-E, PG. 2927
USE: RESIDENTIAL
ZONING: FV-RA
D'S GRANT SUBDIVISION
64+00
65+00
66
+
0
0
FO FO FO FO
FO
FO
C415
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PROFILE SCALE
1" = 40' HORIZ.
1" = 4' VERT.

N
0
SCALE 1"=40'
80'40'
FORCEMAIN- PROFILE VIEW STA. 63+50 TO 74+50
MATCH
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PIPE MATERIALS
MATERIAL SPECIFICATION BELOW OR AS APPROVED EQUIVALENT.
PVC - ELASTOMERIC GASKET, PUSH ON TYPE, IN ACCORDANCE W/ ASTM D3212, SDR 35.
C-900 - DR 14 ELASTOMARIC GASKET, PUSH-ON TPE, W/ BEDDING AT A MINIMUM OF 1
FOOT BELOW INVERT AND 1 FOOT ABOVE CROWN OF 78M OR No. 5 STONE.
FORCEMAIN C-900 DR18 -
DIP - PEW AWWA C150/C151, PUSH ON JOINT, TYPE 2 BEDDING, INTERIOR EPOXY
LINING.
DIP-RJ - RESTRAINED JOINT DIP PIPE
ALL PIPES TO BE FROM APPROVED TOWN OF FUQUAY VARINA VENDOR LIST.
MH - ALL MANHOLES TO BE EXTENDED BASE TYPE MANHOLES.
- ALL INSIDE/OUTSIDE DROP MANHOLES TO BE LINED WITH SPECTRASHIELD.
- MANHOLES ARE NOT TO BE PAINTED.
ACRONYMS
ROW RIGHT OF WAY
OHE OVERHEAD ELECTRIC
HORIZ HORIZONTAL
VERT VERTICAL
STA. STATION
EL ELEVATION
MPH MILE(S) PER HOUR
PT POINT OF TANGENT
PC POINT OF CURVE
PI POINT OF INTERSECTION
PVI POINT OF VERTICAL INTERSECTION
K RATE OF VERTICAL CURVE
LVC LENGTH OF VERTICAL CURVE
ABBREVIATION LEGEND:
CS CONCRETE SIDEWALK (TYP.)
EME ENTRY MONUMENT EASEMENT (TYP.)
PSE PRIVATE STORM EASEMENT (TYP.)
SDT SIGHT DISTANCE TRIANGLE (TYP.)
STE STREET TREE EASEMENT (TYP.)
TYPE 'B' PB PERIMETER BUFFER
TYPE 'C' TB THOROUGHFARE BUFFER
UE UTILITY EASEMENT (TYP.)
UTILITY LEGEND:
AIR RELEASE VALVE (ARV)
BLOW-OFF (BO)
CABLE LINE
CLEAN OUT (CO)
FIBER OPTIC LINE
FIRE HYDRANT ASSEMBLY (FHA)
FORCE MAIN
GATE VALVE (GV)
GRINDER PUMP
SEWER LINE
WATER LINE
WATER METER (WM)
FM
SS EX. SEWER LINE
EX. WATER LINEW
SS
W
FO
C
GENERAL NOTES:
1.THE FORCE MAIN MUST BE LAID WITH CONSTANT GRADE UP TO CLOSEST AIR
RELEASE VALVE (ARV).
FORCEMAIN- PLAN VIEW STA. 65+50 TO 74+50
FORCEMAIN- PLAN VIEW STA. 63+50 TO 65+50
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SCALE 1"=40'
80'40'
Designed By:
Scale:
Project #:
SHEET
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P190419
64
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AS SHOWN
SSL
DOT REVISION
SERVICES REVISION
TOWN OF FUQUAY COMMENTS
TOWN OF FUQUAY COMMENTS
01.03.24
12.21.23
11.14.23
10.11.23
4
3
2
1
DESCRIPTIONDATEREV #
FORCEMAIN DESIGN ONLY.
ENGINEERING DESIGN FOR FORCEMAIN ONLY. INFORMATION FOR THE
ROLAND'S GRANT SUBDIVISION HAS BEEN PROVIDED BY OTHERS.
ENGINEER HAS NOT VERIFIED THE ACCURACY OR COMPLETENESS OF
THE DATA BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY
ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN AS A
RESULT.
PLANS FOR ROLAND'S GRANT PROVIDED BY THE NAU COMPANY.
CONTRACTOR TO CONFIRM INFORMATION BEFORE CONSTRUCTION.
UTILITY NOTES:
1. RECORD DRAWINGS MUST BE SIGNED, AND SEALED BY BOTH A LICENSED NC PE AND A NC PLS. THEY SHALL INCLUDE BOTH HORIZONTAL AND VERTICAL AS-BUILT LOCATION INFORMATION
FOR ALL WATER, SEWER, STORMWATER, AND OTHER UTILITIES, INCLUDING UNDERGROUND ELEVATIONS AND INVERTS. DATA MUST BE SURVEY GRADE ACCURACY BASED ON THE CURRENT
STATE PLANE COORDINATE SYSTEM.
2.MINIMUM HORIZONTAL SEPARATIONS BETWEEN WATER AND SANITARY SEWER, WATER, AND STORM SEWER, AND BETWEEN SANITARY SEWER AND STORM DRAINAGE.
2.1.WATER AND SANITARY SYSTEM PIPING SHALL HAVE A MINIMUM HORIZONTAL SPACING OF 10 FEET.
2.2.WATER SYSTEM PIPING AND STORMWATER SYSTEM PIPING AND STRUCTURES SHALL HAVE A MINIMUM HORIZONTAL SEPARATION DISTANCE OF 5 FEET.
2.3.WASTEWATER SYSTEM PIPING AND STORMWATER SYSTEM PIPING SHALL HAVE A MINIMUM HORIZONTAL SEPARATION DISTANCE OF 5 FEET.
2.4.ALL PIPELINES NOT PREVIOUSLY LISTED INCLUDING SERVICE LINES SHALL HAVE A MINIMUM HORIZONTAL SEPARATION DISTANCE OF 5 FEET.
NOT A CERTIFIED DOCUMENT AS TO
THE ORIGINAL DOCUMENT BUT AS TO
REVISION 2 ONLY - THIS DOCUMENT
ORIGINALLY ISSUED AND SEALED BY
THOMAS S. SPEIGHT, (20234) ON
4/20/2023. THIS DOCUMENT IS ONLY
CERTIFIED AS TO THE REVISIONS.
4