WQ0044743_Private_Loy_Farm_FTSSE_Asbuilt_20240812

Engineer:
Know what's below.
Call before you dig -
LIVING AND L1F=
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL
BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
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AT 01y FARM
CENTER
2635 W. FRONT STREET (S.R. 1323)
BURLINGTON, NORTH CAROLINA 27215
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ELON UNIVERSITY '
SOLAR FARM I
PARCEL #115752 ,
DB 427 PG 161 I
PB 62 PG 29
ELON UNIVERSITY
VACANT
PARCEL #115754
DB 1456 PG 743
SITE
17.77 ACRES
/ ROCHE BIOMEDICAL LABS INC.
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RESEARCH/DEVELOPMENT
/ PARCEL #115995
DB 421 PG 690
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PARCEL #115865
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PHASE 2 ��-
4,
W. FRONT STREET (S.R. 1323)
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SITE PLAN o 100,
1 SCALE: 1" = 100'
SCALE: 1" = 100'
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SCALE: 1" = 2000'
SCALE: 1" = 2000'
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CIVIL LEGEND
PHASE 1 BOUNDARY
PHASE 2 BOUNDARY
PHASE 3 BOUNDARY
PROPOSED CONCRETE
PROPOSED CRUSHED STONE
PROPOSED GRAVEL PATH
PROPOSED STRUCTURE
SURVEYOR
SACKS SURVEYING &
MAPPING,
MICHAEL A. McKIBBIN, PLS
P.C. 3308-B EDGEFIELD RD
GREENSBORO, NC 27409
SHEET INDEX
CIVIL ENGINEER
BODHI LAND AND DESIGN
BOBBY TUCKER, PE
1300 SILK HOPE -LIBERTY RD.
SILER CITY, NC 27344
[phone]
[e-mail]
SHEET TITLE
SHEET NO. SHEET TITLE
SHEET NO.
COVER SHEET
G-1 WATER DETAILS
C-10
EXISTING eeP4DlT-leP4s
V-1
ESC-1
IDEME)LIT18N PLAN
C-1 ERE)SI&4 eE)N:FRE) BETA n S
ESC-2
SITE n
C-2 rn„SIE)N 6E)NTRO NOTES
ESC-3
C-3
ESC-4
GRADING AND DRAINAGE PLA1`4
UTILITY PLAN
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UTILITY PROFILES
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SANITARY SEWER DETAILS
C-9
GENERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS PER THE LATEST EDITION OF CITY OF BURLINGTON
SPECIFICATIONS AND DETAILS.
2. ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 NCDOT
ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED. ROADS SHALL BE CONSTRUCTED TO
NCDOT STANDARDS AND SPECIFICATIONS (LATEST EDITION).
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE APPROPRIATE UTILITY
COMPANIES PRIOR TO ANY EXCAVATION.
4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANY EXISTING ON
SITE ITEMS AS SHOWN ON THE DEMO PLAN, ABOVE AND BELOW GROUND. THE CONTRACTOR IS
ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION.
5. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE
PERFORMANCE OF ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS.
6. THE CONTRACTOR SHALL GRADE, SEED, AND SOD OR OTHERWISE PROVIDE TEMPORARY AND
PERMANENT STABILIZATION OF ALL DISTURBED AREAS.
7. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
8. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT
ENGINEER, PLANNING DEPARTMENT STAFF, AND OWNER PRIOR TO
INSTALLATION/CONSTRUCTION.
9. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE
LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY
THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL
PROPOSED INVERTS, FFE'S, AND FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE AND
COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION.
10. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR
WASTE MAY BE REQUIRED.
11. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS
AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY. ALL CONCRETE PIPE SHALL BE
REINFORCED CLASS III.
12. NEW SIGNS REQUIRE ZONING COMPLIANCE AND BUILDING PERMITS PER LIDO SECTION 5.6. A
PERMIT IS REQUIRED FOR THE SITE IDENTIFICATION SIGN. SIGN SHALL MEET CITY OF
BURLINGTON STANDARDS.
13. NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED. NEW LIGHTING REQUIRES ADDITIONAL
PLANS AND PERMITS TO ENSURE COMPLIANCE WITH UDO SECTION 5.7.
14. SOLID WASTE SERVICE SHALL BE MULTI -FAMILY SERVICES. RECYCLING WILL BE PROVIDED BY
GFL ENVIRONMENTAL. BOTH SERVICES WILL BE BY ROLL OUT CARTS.
CITY OF BURLINGTON - ENGINEERING DEPARTMENT
INFRASTRUCTURE PLAN REVIEW AND INSPECTION FEE SCHEDULE
ITEM
QUANTITY
UNIT OF MEASURE
UNIT COST
TOTAL COST
PUBLIC ROADWAY
0
CENTERLINE LF
$2.00
$0
PUBLIC SANITARY SEWER LINES
44
PIPE CENTERLINE LF
$1.50
$66.00
SEWER SERVICES
14
EACH
$50.00
$700.00
PUBLIC WATER LINES / FIRE LINES
33
PIPE CENTERLINE LF
$1.50
$49.50
WATER SERVICES
14
EACH
$50.00
$700.00
PUBLIC STORM DRAIN PIPE
0
PIPE CENTERLINE LF
$1.50
$0
PUBLIC STORM STRUCTURES
0
EACH
$50.00
$0
PUBLIC SIDEWALKS / MULTI -USE
PATHS / GREENWAYS
103
CENTERLINE LF
$0.50
$51.50
TOTAL PLAN REVIEW AND INSPECTION
FEE
$1,567.00
REVIEW FEE FOR EACH SUBMITTAL AFTER 2ND 25°/D OF INITIAL PLAN REVIEW AND INSPECTION FEE
INFRASTRUCTURE PLAN REVIEW AND INSPECTIONS FEE INCLUDES INITIAL PLAN REVIEW, 1 FOLLOW-UP
REVIEW, INSPECTIONS, AND CERTIFICATIONS FOR PUBLIC WATER AND SEWER PERMITS.
CONTRACTORS / DEVELOPERS SHALL BE RESPONSIBLE FOR ALL TESTING; COB SHALL WITNESS AND APPROVE
TESTING PROCEDURES AND RESULTS.
DEVELOPER SHALL BE RESPONSIBLE FOR PERMIT SUBMISSION AND COST AND RECORD DRAWINGS /
AS-BUILTS TO BE SUBMITTED AND APPROVED BY ENGINEERING PRIOR TO PERMIT CERTIFICATIONS.
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NC LICENSE No. P-1826
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Project Owner:
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AUG 5, 2024
Issued For:
AS -BUILT DRAWINGS
Issued Date:
August 5, 2024
REVISIONS
AS -BUILT PLAN CHANGES
PRINCIPAL IN CHARGE:
B.TUCKER
DRAWN BY:
N. LAURETTA
CHECKED BY:
B.TUCKER
Project Address:
2635 W. FRONT STREET
BURLINGTON, NC
1 Project Number:
Sheet Title:
COVER
Sheet Number:
G-1

Engineer:
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EXISTING SANITARY MANHOLE
(DEPTH TO INV = 6.98')
0 15 30 60
SCALE: 1" = 30'
69 LF 6" SDR-35 PVC SSWR
@ 2.8%
SANITARY CLEANOUT (TYP)
(SEE DETAILS SHEET C-5)
EXISTING 8" DIP
GRAVITY SEWER
SITE PLAN
SCALE: 1" = 30'
CIVIL LEGEND
PROPOSED CONCRETE
PROPOSED PLASTIC TURF GRID
PROPOSED ADA GRAVEL PATH
PROPOSED STRUCTURE
PROPOSED WATER LINE
PROPOSED SEWER SERVICE LATERAL
PROPOSED SEWER MAIN
PROPOSED SANITARY CLEANOUT
PROPOSED WATER VALVE
4' DIA. PRECAST MANHOLE
PER CITY STD SS-4
STA: 5+28.96
RIM = 696.17'
INV IN = 690.47' (W)
INV OUT = 690.47' (S)
GENERAL UTILITY NOTES
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1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN
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ACCORDANCE WITH THE LATEST EDITIONS OF CITY OF
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BURLINGTON SPECIFICATIONS AND DETAILS.
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COLLECTION SEWER
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1. ALL PRIVATE SEWER MAINS AND LATERALS SHALL BE INSTALLED
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IN ACCORDANCE WITH THE 2018 NC PLUMBING CODE AND
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APPROVED BY CITY OF BURLINGTON BUILDING INSPECTOR.
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2. ALL PRIVATE COLLECTION SEWER MAINS SHALL BE 6" SDR 35 PVC
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SOLVENT WELD PIPE AND FITTINGS (UNLESS SPECIFIED ON THE
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PLANS) AND INSTALLED WITH A MINIMUM OF 3-FEET OF COVER
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AND 1.0% SLOPE.
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3. ALL PUBLIC SEWER WITHIN THE RIGHT-OF-WAY SHALL BE 8" DI
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PIPE WITH PROTECTO 401 COATING.
4. ALL PVC SEWER SHALL BE INSTALLED IN ACCORDANCE WITH CITY
NC LICENSE No. P-1826
STD. SS-2.
5. SANITARY CLEANOUTS SHALL BE INSTALLED PER DETAIL B, SHEET
www.bodhilandanddesign.com
C-17 AND LOCATED AT INTERVALS NOT MORE THAN 100 FT.
Plans, maps, specifications, studies,
6. SANITARY CLEANOUT TIE-INS AT PROPOSED BUILDING SITES
and reports not containing a red ink
SHALL BE INSTALLED AT DEPTHS OF 2 FEET, UNLESS OTHERWISE
seal imprint accompanied by an original
SPECIFIED.
signature by the licensed professional
may have been fraudulently altered and
7. WHERE UTILITY CROSSINGS OCCUR PASSING OVER SEWER LINE),
( )
shall not be considered an original copy.
All information should be disregarded
ALL SDR PVC SEWER MAINS AND LATERAL PIPES SHALL MAINTAIN
unless verified by the professional whose
A MIN. 18" VERTICAL SEPARATION WITH WATER LINES, AND 12"
signature appears above.
VERTICAL SEPARATION WITH STORM DRAINAGE PIPES.
Copyright Protected2013.
Project Owner:
8. THE PROPOSED SEWER EXTENSION UNDER W. FRONT STREET
SHALL BE INSTALLED USING A TRENCHLESS BORE -AND -JACK
METHOD IN ACCORDANCE WITH CITY OF BURLINGTON STANDARD
SPECIFICATIONS.
9. THE PROPOSED 5' MANHOLE THAT TIES INTO THE EXISTING PUBLIC
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SEWER SHALL BE INSTALLED WITH A CONICAL RISER SECTION SO
MANHOLE RIM AND COVER IS FULLY CONTAINED WITH ROADWAY
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ASPHALT PAVING.
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WATER SUPPLY
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1. ALL PRIVATE WATER MAINS ANDSERVICE LATERALS SHALL BE
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INSTALLED IN ACCORDANCE WITH THE 2018 NC PLUMBING CODE
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AND APPROVED BY CITY OF BURLINGTON BUILDING INSPECTOR.
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2. ALL WATER SUPPLY LINE AND FITTINGS SHALL BE SCH 40 PVC PIPE
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UNLESS SPECIFIED OTHERWISE.
3. ALL PRIVATE WATER LINE SHALL BE INSTALLED AT MINIMUM OF
18-INCHES OF DEPTH AND BACKFILLED WITH SOIL FREE OF DEBRIS
AND LARGE ROCKS.
Stamp:
4. CONTRACTOR SHALL INSTALL WATER VALVE BOXES AT PROPOSED
HOME BUILDING SITES PER DETAIL F, SHEET C-18.
A141
EXISTING WELL
\Q OF ESS�ON99
1. THE EXISTING WELL SHALL BE PERMANENTLY DISCONNECTED
_' SEAL
FROM THE PROPOSED WATER SUPPLY SYSTEM. FUTURE USE OF
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THE WELL WATER SHALL BE LIMITED TO NON -POTABLE DEMANDS,
INCLUDING LANDSCAPE IRRIGATION.
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PUBLIC SERVICE CONNECTIONS
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AUG 5, 2024
Issued For:
1. A UTILITY SERVICE REQUEST SHALL BE SUBMITTED TO CITY OF
AS -BUILT DRAWINGS
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BURLINGTON ENGINEERING DEPARTMENT TO ESTABLISH NEW
SERVICES.
Issued Date:
2. ANNEXATION REQUEST FOR BALANCE OF PARCELS MUST BE
SUBMITTED PRIOR TO CONNECTION TO SERVICES.
August 5, 2024
3. AN INFRASTRUCTURE PERMIT SHALL BE SUBMITTED TO THE CITY
REVISIONS
OF BURLINGTON ENGINEERING DEPARTMENT VIA ONLINE PORTAL
FOR ALL PUBLICLY MAINTAINED INFRASTRUCTURE, INCLUDING
GREENWAY, FOLLOWING TRC APPROVAL.
1
AS -BUILT PLAN CHANGES
8/5/24
STING FIRE HYDRANT
PRINCIPAL IN CHARGE:
B.TUCKER
DRAWN BY:
CHECKED BY:
Project Address:
2635 W. FRONT STREET
BURLINGTON, NC
Project Number:
Sheet Title:
PROPOSED
UTILITY PLAN
Sheet Number:
C-4

Engineer:
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PRIVATE SEWER PUBLIC SEWER
SANITARY
(TYP)
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CLEANOUT
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PROPOSED 4'DIA. PRECAST MANHOLE
PER CITY STD SS-4
STA: 1+80.94
RIM = 698.36'
INV IN = 694.24' (NW)
INV OUT = 693.03' (SE)
GRADE
4'DIA. PRECAST MANHOLE
PER CITY STD SS-4
STA: 5+28.96
RIM = 696.17'
INV IN = 690.47' (W)
INV OUT = 690.47' (S)
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PROPOSED
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EXISTING GRADE
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PROP OVER
EXIST IN SSWR
PER CITY STD SS-5
W/ OUTSIDE DROP
PER CITY STD SS-15
(SEE SEWER NOTE 9)
STA: 6+42.44
RIM = 690.90'
=
INV IN 684.45' (N)
\
98 LF 6" SDR-35
PVC SSWR
0.7%
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44 LF 6" SDR-35 PVC SSWR
@ 2.8%
96 LF 6" SDR-35 PVC SSWR
@ 0.7%
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100 LF 6" SDR-35
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PVC SSWR
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@ 3, pVC SSWR
55 LF 6"
SDR-35 PVC SSWR
@ 0.7%
4' DIA PRECAST MANHOLE
PER CITY STD SS-4
STA: 5+98.85
RIM = 692.04'
INV IN = 687.90' (N)
INV OUT = 687 13 ' (S
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40 LF 8" DI SSWR W/ 16" DI SLEEVE--,-" z
@ 1.1%
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CONCRETE
PER CITY
CRADLE
STD W-7
EXISTING 12" WATER MAIN
(TOP OF PIPE = 686.60') OUTSIDE
DRO
87.21'
OUTSIDE D
P: 684.50'
TO BE LOWERED 1
FINAL GRADE AT T
OF PLUMBER'S TIE
0+00 0+50
0 15 30 60
SCALE: 1" = 30'
REMOVABLE PVC
TYP SANITARY SEWER
A CLEANOUT DETAIL
Q�4NOT TO SCALE
1 +00
J-PAVED AREAS
6" CONCRETE
SION
)UND CAP
fH SLAB
ATERAL (SIZE PER PLAN)
MINIMUM SLOPE
1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6 00 v 6+�0_"
PRIVATE SEWER PUBLIC SEWER
SANITARY SEWER PROFI LE A -A'
1 SCALE: 1" = 30'
6" MIN.
CONCRETE COLLAR
(CLASS C 420-C-2000)
10"
MIN.
El
TYPICAL END OF LINE SERVICE OR MAINTENANCE
INSTALLATION.
INSTALL STANDARD LOCKABLE STORM DRAIN
CLEANOUT LID OR APPROVED EQUAL.
H2O TRAFFIC RATED
4" + 11 3/4"
a
FINISHED SURFACE PER PLAN
INSTALL 1/2" CAST IRON CAP WITH
FINGER HOLE IN CENTER
SEWER CLEANOUT CAP
B FOR TRAFFIC AREAS
C-4 NOT TO SCALE
1.0" SCH 40 PVC
SERVICE LATERAL
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696 1 NC LICENSE No. P-1826
www.bodhilandanddesign.com
694 Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
692 All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
690 Project Owner:
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10" ROUND VALVE BOX
W/ BOLT -DOWN COVER
(NDS PRO -SPEC 311 BCBW
OR EQUIVALENT)
NOTES:
1. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
2. ALL EXPOSED PVC PIPE SHALL BE INSULATED WITH FLEXIBLE POLYETHYLENE
INSULATION AND EXTEND TO A MINIMUM OF 1-FOOT INTO BACKFILL.
WATER VALVE AND
C BOX DETAIL
C-4 NOT TO SCALE
STOP
OR
PVC OR PEX
NE TO RESIDENCE
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#57 STONE BASE,
4" MIN THICKNESS
Stamp:
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SEAL
040377
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AUG 5, 2024
Issued For:
AS -BUILT DRAWINGS
Issued Date:
August 5, 2024
REVISIONS
AS -BUILT PLAN CHANGES
� 8/5/24
PRINCIPAL IN CHARGE:
B.TUCKER
DRAWN BY:
CHECKED BY:
Project Address:
2635 W. FRONT STREET
BURLINGTON, NC
Project Number:
Sheet Title:
SEWER
PROFILE &
DETAILS
Sheet Number:
C-5

FINISHED GRADE
FINAL
BACKFILL
UNDISTRUBED SOIL
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + +
2 + + + + + + + + + +
+ + + + + + + + + + + INITIAL
+ + + + + + + + + + BACKFILL
+ + + + + + + + + + +
SDR-21 PVC SEWER + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + +
+- + + —
+ +
SPRING LINE + + + + +
—I HAUNCHING
BEDDING STONE o o
4" MIN
#57 OR #67 BEDDING STONE I
SUITABLE, UNDISTURBED TRENCH BOTTOM
OD PIPE + 1' EACH SIDE
AS MINIMUM TRENCH WIDTH
NOTES:
1. BEDDING SHALL BE THE FULL WIDTH OF THE TRENCH WHERE SHORING AND BRACING IS
REQUIRED.
2. ALL BACKFILL SHALL BE FREE AND CLEAR OF STONES GREATER THAN 2".
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE, NATIVE MATERIAL APPROVED BY CITY OF
BURLINGTON.
4. BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
5. DEFLECTION TESTING SHALL TAKE PLACE 30 DAYS AFTER BACKFILL OPERATIONS ARE
COMPLETE. IN LIEU OF WAITING 30 DAYS, COMPACTIONS TESTING MAY BE COMPLETED
SHOWING 95% TRENCH COMPACTION.
6. UNSUITABLE TRENCH BOTTOM MATERIAL SHALL BE REPLACED WITH FOUNDATION MATERIAL TO
THE SATISFACTION OF THE CITY ENGINEER.
7. INITIAL BACKFILL SHALL BE HAND WORKED AND TAMPED.
TRENCHING, BEDDING, AND BACKFILL
Engineering REQUIREMENTS FOR PVC SEWER
DATE REVISED SCALE DETAIL 2
CITY OF BURLINGTON 3/1/22 NOT TO SCALE
NOTES:
MANHOLE TO BE BUILT IN ACCORDANCE
WITH CITY STANDARD DETAILS FOR 4'
AND/OR 5' MANHOLE.
°
° IF SLOPE IS OVER 4% GRADE USE
2'-0" ; MORTAR DAM AT END OF TEE.
s.
C.I. OR D.I. TEE
1 JOINT OF D.I. SANITARY SEWER PIPE
5" MISSION RUBBER PRODUCTS COMPANY
INDIAN SEAL OR
FERNCO COUPLING
I I V.C.PIPE
■■■ TYPE 316 STAINLESS STEEL
•° 1 PIPE STRAP 2" X 1/4"
MAX 5'-0" ON CENTER
U
0
° o D.I. SANITARY SEWER PIPE
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90' C I. OR D.I. SANITARY SEWER ELBOW
TO BE ADJUSTED TO FOLLOW FLOW.
a
" CLASS "A" CONCRETE OR MONOLITHICALLY
POURED BOTTOM
.........
..................................... ««««...««««.«<
6" DEPTH OF #5 OR #57 WASHED STONE
Engineering OUTSIDE DROP MANHOLE
DATE REVISED SCALE DETAIL SS -15
CITY OF BURLINGTON 3/1/22 NOT TO SCALE
NOTES
ECCENTRIC CONE SECTIONS AND
MONOLITHICALLY POURED BOTTOMS
ARE ACCEPTABLE BUT SPECIFICA-
TION REQUIREMENTS REMAIN THE
SAME AS SHOWN ON DETAILS. '
MAX. 3 COURSES OF BRICK (8") OR
2-4" GRADE RINGS TO BE ADDED
VERTICALLY.
CONSEAL TAPE OUTSIDE OF
ALL JOINTS
16"
5" I
4'-0"
FOR SANITARY SEWER ONLY:
FLEXIBLE MANHOLE SLEEVE-
4' MANHOLE TO BE USED FOR PIPE WITH
DIAMETER OF 18" OR SMALLER UNLESS
OTHERWISE SPECIFIED BY THE ENGINEER.
THIS APPLIES ONLY WHEN SANITARY SEWER
PIPE IS BEING LAID.
NOTES
PRECAST REINFORCED CONCRETE
MANHOLES SHALL CONFORM TO ASTM
SPECIFICATION C478. EXCEPT WHERE
OTHERWISE SHOWN ON DETAILS. MAN-
HOLES MUST BE ALLOWED TO CURE A
MINIMUM OF 7 DAYS PRIOR TO SHIP-
MENT. THE DATE OF MANUFACTURE
SHALL BE INDENTED INTO ALL MAN-
HOLE RISERS AND TOP SECTIONS.
ADDITIONAL DRAWINGS AND CHARTS
FOR ORDERING VARIOUS SECTIONS
ON FILE WITH THE CITY OF
BURLINGTON, N.C.
MANHOLE SHALL BE VACUUM TESTED
WITH BRICK OR GRADE RING ADJUSTMENTS
AND FRAME INSTALLED.
REINFORCEMENT OF RISERS AND
CONICAL SECTIONS SHALL BE WELDED
STEEL CAGE MEETING THE REQUIREMENT
OF ASTM C478.
0-RING JOINT RUBBER "ROPE"
SEALANT JOINT OR MAS-STICK JOINT.
MORTAR MAY BE REQUIRED IN ORDER TO
PROVIDE A WATER -TIGHT JOINT.
5"
° CLASS "A" CONCRETE OR MONOLITHICALLY
POURED BOTTOMS.
4' X 8' STEEL WIRE MESH 1/4" 5'-0"
& 7 GAUGE WIRE OR EQUAL AS
APPROVED BY THE ENGINEER 6" DEPTH OF #5 OR #57 WASHED STONE
Engineering 4' PRECAST REINFORCED MANHOLE
DATE REVISED SCALE DETAIL
CITY OF BURLINGTON 3/1/22 NOT TO SCALE S S — 4
5/
i
-4/1a"
d d
4
d d
a a
d d
d.
a
a'
d. a
v STOP
PENETRATION
a d.
a .
a 4,
�31/2"�
PENETRATION
STOP
SECTION A —A
NO SCALE
3/°
r
3 1/2"
1 1 /4"
1 /4"
L
1
1 /4"
{3 DEFORMED
ROD.
Engineering POLYPROPYLENE MANHOLE STEP
DATE REVISED SCALE DETAIL
CITY OF BURLINGTON 3/1/22 NOT TO SCALE S S — 8
B NEW
SEWER
LINE
A I EXISTING A
I SEWER NOTES:
PIPE I.
FLOW SHALL BE MAINTAINED DURING CONSTRUCTION
L12• 2. SEE 4' PRECAST REINFORCED MANHOLE STD DETAIL
MAX FOR ADDITIONAL DETAIL
��� "" 3. PUCE HORSESHOE MANHOLE BASE IN WET
CONCRETE (4,000 PSI).
4. CUT OUT TOP THIRD OF EXISTING PIPE. FINISH
INVERTS AND WATERPROOF ALL COLD JOINTS AND
w CONCRETE COLLAR AROUND ALL PIPES.
o �z 6" MIN. AROUND 5. POUR CONCRETE COLLARS.
,n ci5 PIPE (TYP.)
STABILIZATION STONE EXTENDED] CUT OUT TOP 12" PAST CONCRETE BASE OR OF EXISTING PIPE
TO UNDISTURBED EARTH B
PLAN
4'-0" DIA MANHOLE FOR 8" TO 12" MAINS
5'-0' DIA MANHOLE FOR 15' TO 30" MAINS
6'-0" DIA MANHOLE FOR 36' TO 48" MAINS
HORSESHOE HORSESHOE
MANHOLE MANHOLE
BASE BASE
CUT OUT TOP 1/3
OF EXISTING PIPE PROPOSED PIPE
4,000 PSI WATERPROOF 15"� WATERPROOF FLEXIBLE
CONCRETE JOINT JOINT SLEEVE
4.000 PSI
CONCRETE — — — —
M�N'
12•
_ WATERPROOF
— — —, — . JOINT ".,'•,. ..
6' ..
6• ";, ,.a; ..' vim, .
PLACE STABILIZATION
6" STABILIZATION STONE STONE UNDER COLLAR
4NO"06" SOLID OR POUR CONCRETE 4NON16" SOLID 6" STABILIZATION STONE
MASONRY BLOCKS SECTION A TO UNDISTURBED MASONRY BLOCKS SECTION B
(8 TOTAL) EARTH (TYP.) (8 TOTAL)
STANDARD MANHOLE INSTALLATION
Engineering OVER EXISTING SEWER MAIN
DATE REVISED SCALE I DETAIL
CITY OF BURLINGTON 3/1/22 NOT TO SCALE S S- 5
NOTE:
FLEXIBLE MANHOLE SLEEVES SHALL CONFORM TO
ASTM C923. SLEEVES OTHER THAN THE ONE SHOWN
MUST BE APPROVED BY THE ENGINEERING DEPARTMENT
PRIOR TO USAGE.
y
O-RING JOINT
10" MIN 5
„C„
I II
I II
"A" PIPE DIA. "B"
I
2" MIN — — — —
6"
STAINLESS STEEL CLAMP
MONOLITHIC
MANHOLE BASE
FLEXIBLE SLEEVE
DATE REVISED SCALE DETAIL
CITY O F BURLINGTON 3/1/22 OT TO SCALE S S -1 1 N
Engineering FLEXIBLE MANHOLE SLEEVE
PIPE DIAMETER "A" "B" "C"
4" 6" 14" 6"
6" 8-1/8 16-1/8 6-1/2
8" 10-3/8 18-3/8 7-1/2
10" 12-5/8 20-5/8 7-1/2
12" 14-7/8 22-7/8 7-1/2
15" 18-7/8 26-7/8 9
1— IF "H" IS BETWEEN 6"-30"
2— IF "H" IS 6" OR LESS
1
=6" OR LESS
H= ELEVATION DIFFERENCE BETWEEN INVERT OF EFFLUENT PIPE AND INVERT OF INFLUENT PIPE.
00
Engineering MANHOLE CHANNEL
DATE REVISED SCALE DETAIL c c
CITY OF BURLINGTON 3/1/22 NOT TO SCALE �J �J 1 2
CD
Engineer:
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NC LICENSE No. P-1826
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Project Owner: LL
STABILIZATION STONE EXTENDED] CUT OUT TOP 12" PAST CONCRETE BASE OR OF EXISTING PIPE
TO UNDISTURBED EARTH B
PLAN
4'-0" DIA MANHOLE FOR 8" TO 12" MAINS
5'-0' DIA MANHOLE FOR 15' TO 30" MAINS
6'-0" DIA MANHOLE FOR 36' TO 48" MAINS
HORSESHOE HORSESHOE
MANHOLE MANHOLE
BASE BASE
CUT OUT TOP 1/3
OF EXISTING PIPE PROPOSED PIPE
4,000 PSI WATERPROOF 15"� WATERPROOF FLEXIBLE
CONCRETE JOINT JOINT SLEEVE
4.000 PSI
CONCRETE — — — —
M�N'
12•
_ WATERPROOF
— — —, — . JOINT ".,'•,. ..
6' ..
6• ";, ,.a; ..' vim, .
PLACE STABILIZATION
6" STABILIZATION STONE STONE UNDER COLLAR
4NO"06" SOLID OR POUR CONCRETE 4NON16" SOLID 6" STABILIZATION STONE
MASONRY BLOCKS SECTION A TO UNDISTURBED MASONRY BLOCKS SECTION B
(8 TOTAL) EARTH (TYP.) (8 TOTAL)
STANDARD MANHOLE INSTALLATION
Engineering OVER EXISTING SEWER MAIN
DATE REVISED SCALE I DETAIL
CITY OF BURLINGTON 3/1/22 NOT TO SCALE S S- 5
NOTE:
FLEXIBLE MANHOLE SLEEVES SHALL CONFORM TO
ASTM C923. SLEEVES OTHER THAN THE ONE SHOWN
MUST BE APPROVED BY THE ENGINEERING DEPARTMENT
PRIOR TO USAGE.
y
O-RING JOINT
10" MIN 5
„C„
I II
I II
"A" PIPE DIA. "B"
I
2" MIN — — — —
6"
STAINLESS STEEL CLAMP
MONOLITHIC
MANHOLE BASE
FLEXIBLE SLEEVE
DATE REVISED SCALE DETAIL
CITY O F BURLINGTON 3/1/22 OT TO SCALE S S -1 1 N
Engineering FLEXIBLE MANHOLE SLEEVE
PIPE DIAMETER "A" "B" "C"
4" 6" 14" 6"
6" 8-1/8 16-1/8 6-1/2
8" 10-3/8 18-3/8 7-1/2
10" 12-5/8 20-5/8 7-1/2
12" 14-7/8 22-7/8 7-1/2
15" 18-7/8 26-7/8 9
1— IF "H" IS BETWEEN 6"-30"
2— IF "H" IS 6" OR LESS
1
=6" OR LESS
H= ELEVATION DIFFERENCE BETWEEN INVERT OF EFFLUENT PIPE AND INVERT OF INFLUENT PIPE.
00
Engineering MANHOLE CHANNEL
DATE REVISED SCALE DETAIL c c
CITY OF BURLINGTON 3/1/22 NOT TO SCALE �J �J 1 2
CD
Engineer:
a
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W N �
U�
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Q a
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NC LICENSE No. P-1826
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Project Owner: LL
STANDARD MANHOLE INSTALLATION
Engineering OVER EXISTING SEWER MAIN
DATE REVISED SCALE I DETAIL
CITY OF BURLINGTON 3/1/22 NOT TO SCALE S S- 5
NOTE:
FLEXIBLE MANHOLE SLEEVES SHALL CONFORM TO
ASTM C923. SLEEVES OTHER THAN THE ONE SHOWN
MUST BE APPROVED BY THE ENGINEERING DEPARTMENT
PRIOR TO USAGE.
y
O-RING JOINT
10" MIN 5
„C„
I II
I II
"A" PIPE DIA. "B"
I
2" MIN — — — —
6"
STAINLESS STEEL CLAMP
MONOLITHIC
MANHOLE BASE
FLEXIBLE SLEEVE
DATE REVISED SCALE DETAIL
CITY O F BURLINGTON 3/1/22 OT TO SCALE S S -1 1 N
Engineering FLEXIBLE MANHOLE SLEEVE
PIPE DIAMETER "A" "B" "C"
4" 6" 14" 6"
6" 8-1/8 16-1/8 6-1/2
8" 10-3/8 18-3/8 7-1/2
10" 12-5/8 20-5/8 7-1/2
12" 14-7/8 22-7/8 7-1/2
15" 18-7/8 26-7/8 9
1— IF "H" IS BETWEEN 6"-30"
2— IF "H" IS 6" OR LESS
1
=6" OR LESS
H= ELEVATION DIFFERENCE BETWEEN INVERT OF EFFLUENT PIPE AND INVERT OF INFLUENT PIPE.
00
Engineering MANHOLE CHANNEL
DATE REVISED SCALE DETAIL c c
CITY OF BURLINGTON 3/1/22 NOT TO SCALE �J �J 1 2
CD
Engineer:
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NC LICENSE No. P-1826
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Project Owner: LL
1— IF "H" IS BETWEEN 6"-30"
2— IF "H" IS 6" OR LESS
1
=6" OR LESS
H= ELEVATION DIFFERENCE BETWEEN INVERT OF EFFLUENT PIPE AND INVERT OF INFLUENT PIPE.
00
Engineering MANHOLE CHANNEL
DATE REVISED SCALE DETAIL c c
CITY OF BURLINGTON 3/1/22 NOT TO SCALE �J �J 1 2
CD
Engineer:
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W N �
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Q a
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0 U) U)
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J r
NC LICENSE No. P-1826
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Project Owner: LL
aZWa
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Stamp:
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= SEAL =
- 040377 -
0,FRT //0111111000
AUG 5, 2024
Issued For:
AS -BUILT DRAWINGS
Issued Date:
August 5, 2024
REVISIONS
AS -BUILT PLAN CHANGES
� 8/5/24
PRINCIPAL IN CHARGE:
B. TUCKER
DRAWN BY:
CHECKED BY:
Project Address
2635 W. FRONT STREET
BURLINGTON, NC
Project Number:
Sheet Title:
SEWER
DETAILS
Sheet Number:
C-9

NOTES:
HYDRANTS, VALVES AND THEIR ACCESSORIES ARE TO BE
FURNISHED AS SPECIFIED IN SECTION "A" OF THE ENGINEERING
SPECIFICATIONS OF THE CITY OF BURLINGTON, N. C.
RESTRAINED JOINT RETAINER GLANDS ARE REQUIRED ON ANY
JOINTS BETWEEN THE VALVE AND HYDRANT.
3'-0" FROM CENTER LINE OF
HYDRANT TO BACK OF CURB
Uq
I�L
I
0 0 I 6" R W VALVE
In I BURY LINE k
RESTRAINED HYDRANT TEE OR
CLEAN TAPPING SLEEVE AND VALVE.
AROUND 7BOWL FOR ODRAIN� TM 4 (TYP) g
I
BOLTS, NUTS AND DRAIN PORTS
TO BE FREE OF CONCRETE
RESTRAINED JOINT - -
RETAINER GLANDS
CONCRETE THRUST BLOCKS WILL \�
BE DESIGNED BY THE ENGINEER 4
PRIOR TO CONSTRUCTION. FIELD d d
CONDITIONS SHALL DETERMINE THE d �a
DESIGN. NO STONE OR p
LION THRUST BLOCK
FOR ATLEAST 24 HOURS A MINIMUM OF 6" OF CONCRETE WILL BE PLACED UNDER THE BASE.
FOR AT
Engineering
CITY OF BURLINGTON
O I O
HYDRANT AND VALVE INSTALLATION
DATE REVISED SCALE DETAIL
3/1/22 NOT TO SCALE W — 1
w UJ
J J
J Q
NOTE: j 17" FOR 2" CONNECTION 13" �
1. SEE DETAIL SC-20 FOR 1 1/2" & � UJ FOR 1 1/2" CONNECTION � 12" FROM TOP OF
a z z a METER TO TOP OF
2" METER BOX m :5 m
2. SEE CITY OF BURLINGTON DETAIL o g w o METER BOX
UJ
FOR 3/4"- 2" BACKFLOW DEVICES J w
3. FOLLOWING PAYMENT OF APPLICABLE w FEES, THE CITY WILL INSTALL THE a a
WATER METER
4. CONTRACTOR SHALL LEAVE AN IDLER I * COMPOUND OR TURBINE MVR TYPE METER
IN YOKE IN PLACE OF METER TO O J AS REQUIRED BY CITY OF BURLINGTON
MAINTAIN DIMENSIONS O r O
12" MIN CLR.
12" CLEAN STONE
a
-
J
O DO
z
�J
a
0
U
Wo
w
d
o a
O =
U F
TURBINE METER*
NOTE: NIPPLES -BRASS ONLY
ELEVATION
w
a
a
z
O
W
W U
z
M a
O 0
- U
w 0
IL W
Il
0 z:
w
U
Li
a
W
W
IL
IL
O
U
M
SETTER TO BE 1 1/2" OR 2" CUSTOM
SETTER WITH BYPASS AND FLANGED
VALVE ON INLET AND OUTLET.
1 1 /2" 8c 2" WATER CONNECTION
Engineering
DATE REVISED SCALE DETAIL SC-2
2
CITY OF BURLINGTON 3/1/22 NOT TO SCALE
Q03/
2
5 3/4"
7 1/8
5 1/4 DROP LID
8 7/8-
7 5/8"
7 3/8"
6 1 /4"
2"
9"-12"
VARIABLE
n
� 6" I 6 1/2"
TOP SECTION
TWO—PIECE
VALVE BOX,
ASSEMBLED
NOTES:
5.,
24"
1
6" EXTENSION FIELD CUT IF
REQUIRED SHALL BE CAST
IRON OR DUCTILE IRON.
24"
BASE
CAST IRON VALVE BOX ACCOMMODATES 4" THROUGH
12" VALVES 5 1/4—INCH SHAFTS, SLIP —TYPE.
VALVE BOX WILL CONFORM TO ASTM A 48 CLASS
30B
Engineering CAST IRON VALVE Box
DATE REVISED SCALE DETAIL
CITY OF BURLINGTON 3/l/22 NOT TO SCALE W - 2
w
W
D
V)
O
U
z
w
0
z
D
O
O
W
ENCLOSURE SHALL BE O
SECURELY ANCHORED TO Q
THE CONCRETE BASE —
MINIMUM OF 2' OF COPPER
ON INLET SIDE OF BACKFLOW
3
O
m
w
V)
M
m
0
W
0
0
0)
0 REDUCED PRESSURE
wMQ BACKFLOW
wMQ
Z >
Z
Z O J
Z O J
W Z Q
m-1m
(y Z Q
mZ)m
"HEAT SOURCE RECOMMENDED"
BRASS OR COPPER RISER TYP---'
CONCRETE OR APPROVED COMPOSITE BASE SLEEVE 2 TIMES DIA OF CARRIER PIPE (TYP)J/
3
O
m
w
U)
M
m
0
W
0
0
0)
}A
L
V
20 1/2"
12" - 18"
HOLE FOR
ETER TRANSMITTER
5 3/4"1 5 3/4"
18 5/8"
e�
5 1/4
SECTION D—D
MINIMUM AVERAGE WEIGHT
FRAME 40 Ibs.
COVER 20lbs.
1 3/4"
1 /4"
1 1/4" s/4"
9 5/8" �T
I
7/8"
SECTION B—B
Engineering METER BOX FOR 5/8" AND 3/4" METERS
DATE REVISED SCALE DETAIL S C -1 2
CITY OF BURLINGTON 3/1/22 NOT TO SCALE
Engineer:
z 0
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U�
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NC LICENSE No. P-1826
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
Copyright Protected 2013.
Project Owner:
Stamp:
aZWa
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SEAL
040377
F.GINEE
o�9, ....I....
AUG 5, 2024
Issued For:
AS -BUILT DRAWINGS
I.."'. I •:.:. , ',
Issued Date:
d
— — — — — — —REVISIONS
August 5, 2024
z
I I I I
I I I I
I I
c�
12"
I I
1
AS -BUILT PLAN CHANGES
8/5/24
`.: . ,a'. • '.; .-: ; . '' ;.'.:. -, .. i'..:' '.: ..
4"
DITCH MUST REMAIN OPEN UNTIL BACKFL❑W o MINIMUM OF 2' OF COPPER
IS INSPECTED BY CITY OF BURLINGT❑N ON OUTLET SIDE OF BACKFLOW
COPPER TO IRON PIPE THREAD COUPLING (TYP)
1, THE BACKFL❑W DEVICE SHALL BE WITHIN 10'-50' OF AND ON THE PROPERTY SIDE OF
THE METER, ENCLOSURE SHALL NOT OBSTRUCT SITE DISTANCE AT ROAD CR❑SSINGS,
2, ALL IRRIGATI❑N SYSTEM BACKFL❑W DEVICES SHALL BE INSTALLED ABOVE GROUND IN A
H❑RIZ❑NTAL P❑SITI❑N.
3, SHUT OFF VALVES SHALL BE FULL PORT, LINE SIZE, LEVER TYPE, AND J TURN BRONZE
BALL VALVES.
4, DEVICES SHALL HAVE TWO RESILIENT SEAT BRONZE UNI❑NS BETWEEN THE SHUT OFF
VALVES FOR REMOVAL OF THE DEVICE,
5, APPROVED ABOVE GROUND ENCLOSURES: 'HOT B❑X% HYDR❑C❑WL, OR SMI MODEL #
B-30-SZD, B41-SZD, B51-SZD), ENCLOSURE MUST HAVE A DRAIN,
6, TANDEM BACKFL❑WS REQUIRED IF SERVING MULTIPLE USERS OR SERVICE CANNOT BE
INTERRUPTED,
7, BY-PASS OF BLACKFL❑W DEVICE, TEMPORARY OR PERMENENT, WILL NOT BE ACCEPTABLE,
8, ALL BACKFL❑W DEVICES SHALL BE APPROVED BY THE UNIVERSITY OF SOUTHERN
CALIFORNIA F❑UNDATI❑N FOR CROSS C❑NNECTI❑N AND HYDRAULIC RESEARCH, ALL
REDUCED PRESSURE (RPZ) ASSEMBLIES MUST CONFORM TO ANSI/AWWA C511,
ABOVE GRADE BACKFLOW PREVENTER,
Engineering 3/4" — 2"
g g DATE REVISED SCALE DETAIL
CITY OF BURLINGTON 3/1/22 NOT TO SCALE SC - 38
- - - - - - - - - - - - - - - - - - - -
PROPOSED STORM DRAIN
I I
I I
- — — — — — — — — — — — — — — — — — — —
TRANSIT MIX CONCRETE
(3,000 PSI TYP.)
1' 1'
EXISTING
WATER MAIN
PROPObN
STORM
6" MIN� 6" MIN
TRANSIT MIX CONCRETE
.:'.:.• . (3,000 PSI TYP.)
L - - - - - - - - - - J
EXISTING WATER MAIN
ID4C Engineering CONCRETE CRADLE DETAIL
DATE REVISED SCALE DETAIL
CITY OF BURLINGTON 3/1/22 NOT TO SCALE W -
PRINCIPAL IN CHARGE:
B.TUCKER
DRAWN BY:
CHECKED BY:
Project Address
2635 W. FRONT STREET
BURLINGTON, NC
Project Number:
Sheet Title:
WAT E R
DETAILS
Sheet Number:
C-10