WQ0029946_Application (FTSE)_20200423

Strickland, Bev
From: Steve Causey <[e-mail]>
Sent: Wednesday, April 29, 2020 3:01 PM
To: Henderson, Justin L
Subject: [External] Glen Oaks
Attachments: ASBUILTS - SH4 - OVERALL UTILITY PLAN.pdf, ASBUILTS - SH5 - PLAN & PROFILE.pdf,
ASBUILTS - SH6 - PLAN & PROFILE.pdf
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Justin, I have attached pdf's of the as-builts for Glenoaks Phase 1.
I believe we initially permitted 1,276 feet of sewer. Looks like 960' was installed. This leaves a
balance of 316'.
The total length of sewer in Phase 2 now is 436'; 445 was initially proposed in this section. In looking
at the as-builts for phase 1 it appears we had to relay more [approximately 136] of the existing sewer
than we anticipated.
Summary:
Initially permitted: 1276
Installed phase 1: 960
Balance of originally permitted sewer remaining: 316
Sewer to be constructed in phase 2: 436
Does this mean we need to permit 80' with the permit modification? I'm not sure what numbers you
need but I hope this helps. Let me know if you need anything else.
Steve Causey, P.E.
Allied Design, Inc.
Firm License No. C-1891
4720 Kester Mill Road
Winston-Salem, North Carolina 27103
Office: [phone]
Direct: [phone]
Fax: [phone]
1

UNITARY SEWER Q_9N Ri, CTj0N SEQUE CE
I
1. REMOVE EXISTING SANITARY SEWER MANHOLE AT GLENWOOD DRIVE STATION
6+55.43±. INSTALL PLUG IN EXISTING INCOMING SERVICE LINE.
2. INSTALL SANITARY SEWER MANHOLE #1 OVER EXISTING LINE AT GI ENwOOD
DRIVE STATION 7+44.32t.
3. REMOVE EXISTING SANITARY SEWER LINE FROM PROPOSED MANHOLE #1 TO
PROPOSED SANITARY SEWER MANHOLE 1#2. INSTALL PROPOSED 6" PVC
SANITARY SEWER LINE DURING REMOVAL OF EXISTING LINE.
4. INSTALL PROPOSED INSIDE DROP SANITARY SEWER MANHOLE 1#2. REMOVE
PLUG FROM EXISTING INCOMING SERVICE LINE AND TIE LINE INTO SANITARY
SEWER MANHOLE ff2.
NAM
1. ALL WATERLINES SHALL BE INSTALLED WITH A MINIMUM OF 3'---0" OF
COVER, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONTRACTOR
SHALL BE RESPONSIBLE FOR THE ROUTING OF THE WATERLINE ABOVE
OR BELOW STORM DRAINAGE/SANITARY SEWER LINES TO MAINTAIN! 16"
MINIMUM VERTICAL SEPARATION AS WELL AS MINIMUM COVER
REQUIREMENTS.
2. VERIFY ALL ILLUSTRATED UTILITY CROSSINGS PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER IF CONFLICTS ARE ENCOUNTERED.
3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES AND
12" MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES AND STORM
DRAINAGE PIPES.
4. COORDINATE WITH LOCAL UTILITY COMPANIES AS REQUIRED.
5. ALL PRIVATE WATER AND SEWER SERVICE CONSTRUCTION SHALL BE
IN ACCORDANCE WITH NORTH CAROLINA BUILDING CODE, LATEST
EDITION.
6. CONTRACTOR TO COORDINATE ALL UTILITY TIE-INS TO EXISTING WITH
CITY OF LEXINGTON UTILITY DEPARTMENT.
7. ALL WORK SHALL BE PERFORMED/INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL
ILLUSTRATED UNDERGROUND UTILITIES. THE CONTRACTOR SHALL
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY
ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE A REVISION TO
THE DESIGN.
9. COORDINATE ROUTING OF ALL ELECTRICAL SERVICE WITH LOCAL
UTILITY COMPANY.
I CERTIFY THAT THE SEWER Sl' EMS
AS APPLICABLE HAVE BEEN INSTAII.ED IN
ACCORDANCE WITH THESE APPROVED
PWJS AND SPECS.
ENGINEER: SIEVE M. CAUSEY
P.E. NO.: 19701
DATE; 03/26 08 _
AS —BUILT CERTIF-1CATION
THESE "AS —BUILT" DRAWINGS HAVE BEEN PREPARED FROM
SURVEYED LOCATIONS OF THE VISIBLE, ABOVE GROUND FEATURES,
STRUCTURE INVERTS AND FROM THE CONTRACTOR'S "REDLINED"
DRAWINGS. DEPTHS OF WATERLINE(S) AS SHOWN ARE BASED
ON DESIGN DRAWINGS.
10
GRAPHIC SCALE
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Design.
Planning
Landscape
Architecture
1vv_wEYK'ER
AND ASSOCIATES
2966 - D St. Marks Road
Winston-Salem, IBC 27103
Telephone [phone]
FAX [phone]
Allied. Design, Inc.
CIVIL ENGINEERING* LAND SURVEYING
4720 KESTER MILL ROAD
WINSTON-SALEM, NORTH CAROLINA 27103
Phone: [phone]
Fax: [phone]
http://www.allied-engsurv.com
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720 WEST CENTEn STREET
LE ING 7 ON, NC 27293
DATE: 5/12/05
REVISO® S: 5/16/ 59 7/11/0
2/2 /06 ISSUED FOR
PERM 0770 /R VRE16V
3/26/08 RECORD DRAWINGS
( M FEET )
I inch = 50 ft

0 :1 SAN MH #4
1
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21.5'
50' RIGHT-OF-WAY
RESIDENTIAL STREET & UTILITY CORRIDOR
1-6"x6"x6" HYD TEE
1-6" GATE VALVE
l-FH ASSEMBLY
1-6"x6"x6" TEE
2-6" GATE
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SANITARY SUNER CONSTRUPTIQN 5EQUENCE j , Mw i 1 1
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1. REMOVE EXISTING SANITARY SEWER MANHOLE AT GLENWOOD DRIVE STATION T 6+55.43±. INSTALL PLUG IN EXISTING INCOMING SERVICE LINE.
2. INSTALL SANITARY SEWER MANHOLE #1 OVER EXISTING LINE Al G IENWOOD DRIVE STATION 7+44.,32±. RESIDENTIAL STREET UTILI T&Y CORRIDOR
3. REMOVE EXISTING SANITARY SEWER LINE FROM PROPOSED MANHOLE #1 TOTS
To "AS -BUILT"
PROPOSED SANITARY SEWER MANHOLE #2. INSTALL PROPOSED 8" PVC
7
SANITARY SEWER LINE DURING REMOVAL OF EXISTING LINE.
I CERTIFY THAT THE SEWER SYSTEMS
AS APPLICABLE HAVE BEEN INSTALLED IN
4. INSTALL PROPOSED INSIDE DROP SANITARY SEWER MANHOLE 4,42. REMOVE ACCORDANCE WITH THESE APPROVED
Y
PLUG FROM EXISTING INCOMING SERVICE LINE AND TIE LINE INTO REMOVE
PLANS AND SPECS.
2. SEWER MANHOLE #
STEVE M CAUSEY
Design
Planning
Landscape
Architecture
WEYKER
AND ASSOCIATES
2966 - D St. Marks Road
Winston-Salem, NC 27103
Telephone [phone]
FAX [phone]
PROJEC7 MO-R-738
Allied Design, Inc.
8,
P.E. NO.19701
C)
1-6"x6"x6" HYD TEE DATE: 03/26/08 CIVIL ENGINEERING% LAND SURVEYING
1-6" GATE VALVE
AS—SUILT CERTIFICATION 4720 KESTER MILL ROAD
I-FH A,:;,3FMRLY >'% 'rM=17' "AL- Ew tit r" r%MAIAIIVro IJAIT M INSTON-SALEM NORTH CAROLINA 27103
GRAPHIC SCALE
0 20 40 60
IN=n
I inch = 40 ft. (horizontal)
1 inch = 4 ft. (veertical)
160
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5+27.180
2-6" 45' BENDS
1-6" GATE VALVE
1-6"x6"x6" TEE
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SAN MH #2
STA 0+14.20,2.88'RT=
STA 6+55.49,8.33'RT
SAN MH #1
STA 7+35.43,5.92'RT
EN r_rxr_r_/VNEU/ 1-1%vm
ABOVE GROUND FEATURES,
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Phone: [phone]
'ONTRACTOR'S "REDLINED"
Fax: [phone]
http://www.allied-engsurv.com
AS SHOWN ARE BASED
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TOW ME MOMIES
BLOW -OFF ASSEMBLY
SAN MH #1
r— STA 8+71.30,5.92'RT
GLEMOAHM PLAZA, LLC
720 VEST CENTER STREET
LEAMTOM, HC 27293
DA7E-. 2/q 7/05
REVOSSOOMS:
2/28/06 0,93UED FOR
PERM OTTO MG/RrEVOUlf
3126/08 ECORD BRAWINN as
70011 5+00 6+00 7+00 8+00
0+00 1+00 2+00 3+00 4+00 5+00
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I 4AD E-EDROVE
Design.
Planning
Landscape
Architecture
XEYKER
AND AS50CIA'TES
2966 - D St. Marks Road
j Winston-Salem, NC 27103
Telephone [phone]
FAX [phone]
PROJEcy NO-Rm733
------
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0 0 20 40 20 16
ME
( M FEET )
1 inch = 40 & (horizontal)
2 inch 4 ft. (vertical)
50° RIGHT-®F-WAY
RESIDENTIAL STREET & UTILITY CORRIDOR
NTS
I CERTIFY THAT THE SEVER S`/ST 111S
AS APPLICABLE HAVE BEEN INSTALLED IN
ACCORDANCE t F(H TriESE APPROVED
PLANS AND SPECS.
ENGINEER: STEVE M. CAIISEY
P.E. NO.: 19701
DATE: 03 2_S 0
AS -BUILT CE 'nFicAIION
THESE AS —BUILT' DPAtIlINGS HAVE BEEN PREPARED FROAA
SURVEYED LOCATIONS OF THE VISIBLE ABOVE GROUND FEATURES,
STRUCTURE INVERTS AND FROXI THE COPITRACTOR`S REDLINED"
DRA6VINGS. DEPTHS OF bVATERLINE(S) AS SNOVVN ARE BASED
ON DESIGN DRA6VIAJGS.
Allied Design, Inc.
CIVIL ENGINEERING4- LAND SURVEYING
4720 KESTER MILL ROAD
WINSTON-SALEM, NORTH CAROLINA 27103
Phone: [phone]
Fax: [phone]
bttp://www.allied-engsurv.com
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GLEEVIa s PLAZA, LLC
720 WEST CENTER STREET
LENIMOTON, MC 27293
DAYM 2/q 7/05
2/23/66 ISSUED FOP.
PERM 1779MG/REVIEW
3126/08 RECORD DRAWINGS