20190205 Ver 1_Site Plans_20190215

WINGATE PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
DIANE STREET
GRAVITY SEWER EXTENSION
CONCORD
D -\
4HIARRISBURG
g5 CHARLOTTE
MINT HIL
51
MATTHEWS
/ 485 74
FORT MILL �0 WEDDINGTON
• MARVIN
601
MOUNT PLEASANT
ALBEMARLE
7724
LOCUST
218
84 WINGATE 74
� 16
77 ONROE
75 I I WADESBORO
—
I WAXHAW 200
� SEE VICINITY MAP
5 I
—------- --- ------ NC ----
21 Sc
521 PAGELAND
LOCATION MAP
SCALE : N.T.S.
20190213 11:55A 0:\30831—CHA\30831-044\Drawings\GEN\30831-044COV.dwg By JGREENE Last Saved By jgreene XREFs= 0:\30831—CHA\30831-033\Drawings\BASE\30831-033—PARCEL—GIS
awn of
agate
FEBRUARY 2019
Hazen
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
PUMP STATION NO. 1
"EAST SIDE"
CSX RAILROAD
UNION COUNTY
AGRICULTURE CENTEF
PROPOSED
JESSE HELMS PARK
n
♦
I
PUMP STATION
"TRELLIS"
UNION COUNTY
ANIMAL SHELTER-��Ell
-ju1J E
;KSON HIGHWAY/ HIGHWAY 4 ���
1. n '-PP-TIFT9
UNION COUNTY
SHERIFFS DEPARTMENT
il`wMr�1,■ I WE
WaLONFIZEA
DIANE STREET
GRAVITY SEWER
EXTENSION
SPO
VICINITY MAP
SCALE : N.T.S.

[-'LAIN
1"=100'
DESIGNED JOG
DRAWN JOG
CHECKED JNS
PROD. ENGR. JN S
NO. I ISSUED FOR I DATE I BY I APPROVED
Hazen
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
20190213 11:56A 0:\30831—CHA\30831-044\Drawings\GEN\x01.dwg By.JGREENE Last Saved By. 1greene XREFs= 0:\30831—CHA\30831-033\0rowings\BASE\30831-033—PARCEL—CIS, O:\30831 —CH A\30831-033\Drawings\BASE\30831-033—BASE,O:\30831—CHA\30831-044\Drawin gs\TB LOCK\3 0831 — 044— TB, 0: \30831 \3083 1 — 03 3\Drawings\Survey\ACCUTECH \10-10-2016 (As—Builts\Sheet Three As Built X—REF
OX PERMANENT ACCESS POINT
APERMANENT EASEMENT PROPERTY OWNER
DRAWING NO
GENERAL
COVER
X1 SHEET INDEX AND INDEX OF DRAWINGS
X2 LEGEND AND ABBREVIATIONS
X3 GENERAL AND EROSION CONTROL NOTES AND SEQUENCE
PLAN AND PROFILE
C1 STA 0+00 TO STA 10+00
C2 STA 10+00 TO STA 14+65 AND STA 0+00 TO STA 0+38
DEMOLITION PLAN
C3 DIANE STREET PUMP STATION
ACCESS ROAD
C4 PLAN AND PROFILE STA 0+00 TO STA 14+12
STANDARD DETAILS
D1 MISCELLANEOUS STANDARD DETAILS
D2 MISCELLANEOUS STANDARD DETAILS
D3 MISCELLANEOUS STANDARD DETAILS
D4 MISCELLANEOUS STANDARD DETAILS
D5 MISCELLANEOUS STANDARD DETAILS
REFERENCE DRAWINGS
R1 -R9 REFERENCE DRAWING
PERMANENT/TEMPORARY CONSTRUCTION EASEMENT (PCE/TCE) PROPERTY OWNER INFORMATION
R/W #
PID
OWNER(S)
LOCATION ADDRESS
MAILING ADDRESS
CITY
STATE
ZIP CODE
DB&PG
1
09057011 A
JAMES DONALD HELMS
HWY 74 EAST
3508 HWY 74 EAST
WINGATE
NC
28174
2
09057011
HELEN TORRENCE HELMS
3508 HWY 74 EAST
3508 HWY 74 EAST
WINGATE
NC
28174
3
09057012C
JAMES DONALD CUTHBERTSON
HWY 74 EAST
PO BOX 746
MONROE
NC
2811
4
09057012A
TOWN OF WINGATE
HWY 74 EAST
PO BOX 367
WINGATE
NC
28174
1699-474
Mown of
ate
DIANE STREET
GRAVITY SEWER EXTENSION
SHEET INDEX AND INDEX OF DRAWINGS
100' 50 0 100'
THE SCALE BAR DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
X1

20190213 11:57A 0:\30831—CHA\30831-044\Drawings\GEN\x02.dwg By.JGREENE Last Saved By. jejordan XREFs= 0:\30831—CHA\30831-044\Drawings\TBLOCK \30831-044—TB
ABBREVIATIONS
LEGEND
LI N ETYP ES
APPROX
APPROXIMATE
JB
JUNCTION BOX
ASPH
ASPHALT
PROPOSED ITEMS WATER MAIN
LAT
LATERAL
BLDG
BUILDING
LAV
LAVATORY
EXISTING ITEMS FIBER OPTIC CABLE
BOC
BACK OF CURB
LB
POUND/LINE BACK
LF
LINEAR FEET
LP
LIGHT POLE
HIDDEN ITEMS UNDERGROUND
LOC
LIMITS OF CONSTRUCTION
ELECTRIC
CB
CATCH BASIN
FEMA 100YR UNDERGROUND
CE
CONSTRUCTION EASEMENT
_
FLOODPLAIN COMMUNICATIONS
CI
CAST IRON/CUBIC INCHES
MH
MANHOLE
CIP
CAST IRON PIPE
MIN
MINIMUM
CL
CENTER LINE
MISC
MISCELLANEOUS
FEMA FLOODWAY v GAS MAIN
CLF
CHAIN LINK FENCE
CMP
CORRUGATED METAL PIPE
CENTER LINE OHE OVERHEAD ELECTRIC
CMU
CONCRETE MASONRY UNIT
CO
CLEANOUT
N
NORTH
CONC
CONCRETE
NTS
NOT TO SCALE
MATCH LINE-- PROPERTY LINE
CONST
CONSTRUCTION
CONT
CONTINUOUS
CONTR
CONTRACTOR
EASEMENT B/JN RIGHT-OF-WAY
R
PROPERTY LINE/PLATE
PP
POWER POLE
PVMT
PAVEMENT
EXIST SANITARY DITCH, CREEK OR
DIA
DIAMETER
SEWER BRANCH
DIM
DIP
DIMENSION
DUCTILE IRON PIPE
EXIST MANHOLE __________� STORM DRAIN W/CATCH
QTY
QUANTITY
BASIN OR DROP INLET
STORM DRAIN CULVERT
E
EAST/EASEMENT
----------
NEW MANHOLE ---------- W/ HEADWALLS
EA
EACH
RCP
REINFORCED CONCRETE PIPE
EIP
EXIST IRON PIPE
REQD
REQUIRED
FENCE TREE LINE
EL OR ELEV
ELEVATION
REV
REVISE
ELEC
ELECTRIC/ELECTRICAL
R/W
RIGHT OF WAY
ENGR
ENGINEER
RJ
RESTRAINED JOINT
BRIDGE WETLANDS
ENT
ENTRANCE
TEMPORARY
EOG
EDGE OF GRAVEL
-------------
CONSTRUCTION
EOP
EDGE OF PAVEMENT
GUARDRAIL EASEMENT
EQ
EQUAL
S
SOUTH/SLOPE
EX
EXISTING
SAN
SANITARY
--- PERMANENT
SCH
SD
SCHEDULE
STORM/SITE DRAIN
CURB &GUTTER CONSTRUC�ON
SEW
SEWER
EASEMENT
F&C
FRAME AND COVER
SF
SQUARE FEET
SF SILT FENCE
F&G
FRAME AND GRATE
SHT
SHEET
-us
STREET SIGN
SPEC
SPECIFICATION
SQ
SS
SQUARE
SANITARY SEWER
FH
OLP LIGHT POLE
FH
FIRE HYDRANT
ST
STREET
FIRE HYDRANT
FM
FORCE MAIN
STA
STATION
wv
FT
FEET
STD
STANDARD
OMB
0 WATER VALVE
MAILBOX
o IRON PIN (LOCATED)
G
GAS/GAS LINE
TEL
TELEPHONE
SOIL BORING
GC
GENERAL CONTRACTOR
TYP
TYPICAL
GI
GALVANIZED IRON
UG
UNDERGROUND
615.7
TREE
GR
GRADE
UTIL
UTILITY
X
GROUND ELEVATION
GW
GUY WIRE
W
WEST/WIDTH
W/WITH
WL
WATER LINE
PPO...
TEMPORARY STREAM CROSSING
WV
WATER VALVE
POWER POLE
H
HEIGHT
HORZ
HORIZONTAL
P'PO-�
�— FIBER FILTRATION TUBE (FFT)
POWER POLE W/GUY WIRE
IRON
iSTABILIZED OUTLET FOR SILT FENCE
IN
INCH
MASONRY PLUG
INV
INVERT
STREAM CROSSING, FORD
SECTION AND DETAIL KEYING
DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
(A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:
SECTION LETTER
A
A6 DRAWING WHERE SECTION IS SHOWN
(B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:
SECTION LETTER
A DRAWING FROM WHERE SEC11ON WAS TAKEN
A3
DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS
ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:
F--
1509203 REFERENCED ITEM
L —
OR:
r -
SEE 1509203 i REFERENCED ITEM
L --
STANDARD
STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER IN
THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.
DESIGNED
DRAWN
CHECKED
PROJ. ENGR.
JOG
JOG
AS
AS
Hazen
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
n o�.
ffingate
LEGEND AND ABBREVIATIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
THE ORIGINAL
DRAWING.
DATE MARCH 2016
H & S JOB
NUMBER 30831-044
CONTRACT
DRAWING
DIANE STREET
[phone]
LICENSE NO. C-0381
GRAVITY
SEWER EXTENSION
X2
N0. ISSUED FOR DATE BY
APPROVED
20190213 11:57A 0:\30831—CHA\30831-044\Drawings\GEN\x02.dwg By.JGREENE Last Saved By. jejordan XREFs= 0:\30831—CHA\30831-044\Drawings\TBLOCK \30831-044—TB

GENERAL AND EROSION CONTROL NOTES: EROSION CONTROL SEQUENCE: CONSTRUCTION SEQUENCE:
A MINIMUM OF 5 WORKING DAYS PRIOR TO THE BEGINNING
OF ANY WATER AND/OR SANITARY SEWER WORK, CONTACT
THE WINGATE PUBLIC WORKS PROJECT MANAGER AND AN
INSPECTOR WILL BE PROVIDED FOR WORK OVERSIGHT.
2. WHERE SANITARY SEWERS AND WATER LINES ARE
ENCOUNTERED, THE CONTRACTOR SHALL USE CARE IN
WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER
OR WATER LINE IS DAMAGED, THE CONTRACTOR SHALL
IMMEDIATELY REPORT THE PROBLEM TO WINGATE PUBLIC
WORKS AND REPLACE THE SEWER OR WATER LINE WITH
CLASS 350 DUCTILE IRON PIPE. THE CONTRACTOR SHALL
REPLACE A MINIMUM OF 18 FEET OF SANITARY SEWER
AND/OR WATER LINE WITH CLASS 350 DUCTILE IRON PIPE
WHEN ANY OF THE MINIMUM SEPARATION DISTANCES
OUTLINED IN THE SPECIAL PROVISIONS FOR THIS PROJECT
ARE NOT MET.
3. WATER AND SEWER MAINS ARE TO REMAIN ACTIVE DURING
CONSTRUCTION. IF THIS IS NOT POSSIBLE, THE CONTRACTOR
SHALL FOLLOW UNION COUNTY PUBLIC WORKS AND WPW
PROCEDURES AS OUTLINED IN THE DESIGN MANUAL AND
SPECIAL PROVISIONS REGARDING OUTAGES, TEMPORARY
WATER SERVICE AND BYPASS SEWER PUMPING. SOME
WATER, SEWER, AND GAS MAINS WERE VACUUM EXCAVATED
TO DETERMINE APPROXIMATE DEPTH. CONTRACTOR SHALL
BE RESPONSIBLE TO VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL CROSSING UTILITIES WELL IN ADVANCE OF
HIS WORK.
4. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND
THE SPECIAL PROVISIONS AS DESCRIBED IN THE CONTRACT
DOCUMENTS.
5. CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES
LOCATING SERVICE TO LOCATE UTILITIES IN THE AREA PRIOR
TO ANY EXCAVATION. ALL EXISTING UTILITIES MAY NOT BE
SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE
FOR LOCATING AND PROTECTING EXISTING UTILITIES, WHETHER
SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES
AT HIS OWN EXPENSE. CONTACT INC ONE CALL AT 811 OR
800-632-4949.
6. THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL
SURVEY -CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
AND COORDINATES ARE INC STATE PLANE COORDINATE
SYSTEM (1983 DATUM).
7. CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL REQUIRED
PERMITS, MOBILIZATION, STORAGE, AND STAGING AREAS AS
WELL AS ACCESS TO ANY CONSTRUCTION SITES WITHIN
TEMPORARY AND PERMANENT WPW EASEMENTS NOT
ALREADY ACQUIRED. EROSION CONTROL DEVICES SHALL BE
INSTALLED AND MAINTAINED AT ALL WORK SITES, STAGING
AREAS, AND OFF SITE SPOIL AREAS. CONTRACTOR SHALL
FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK,
INCLUDING KEEPING MUD AND DIRT OFF OF PRIVATE
ENTRANCES, AND REHABILITATING STAGING, STORAGE OR
STOCKPILING AREAS TO EQUAL OR BETTER THAN EXISTING
CONDITION. CONTRACTOR SHALL TAKE ALL REASONABLE
MEASURES TO PREVENT TRACKING MUD/SOIL ON ADJACENT
ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL
BE CLEANED DAILY. CONTRACTOR IS RESPONSIBLE FOR
PROCURING ALL PERMITS FOR THESE ADDITIONAL AREAS.
8, EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
INSTALLED PRIOR TO CLEARING OR PERFORMING EXCAVATION
IN ANY AREA. EROSION CONTROL FACILITIES SHALL BE
MAINTAINED DURING WORK AND SHALL BE REMOVED WHEN
WORK IS COMPLETED AND ENGINEER AUTHORIZES REMOVAL.
TEMPORARY SEEDING AND MULCHING SHALL BE PERFORMED
AS SPECIFIED IN SECTION 02276 - EROSION AND
SEDIMENTATION CONTROL.
9, CONTRACTOR SHALL NOTIFY GAS COMPANY AT LEAST 48
HOURS PRIOR TO ENCROACHING ON OR CROSSING ANY GAS
PIPELINE. THE CONTRACTOR SHALL MAKE ALL NECESSARY
ARRANGEMENTS WITH THE VARIOUS UTILITIES TO PROTECT
THE GAS PIPELINES AND THE PUBLIC.
10. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR
MANHOLES, OR EQUIPMENT SHALL BE BACKFILLED AT THE
END OF EACH DAY..
11. WHEN DEWATERING BORE PITS AND TRENCHES, TURBID
WATER SHALL BE PUMPED THROUGH A FILTER BAG, PER
DETAIL 0227038.
12. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
THE WORKING AREA AND ADJACENT AREAS AND REQUIRED
UNTIL THE SITE IS FULLY STABILIZED.
13. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS
MAY BE REQUIRED BASED ON FIELD CONDITIONS AS
APPROVED BY ENGINEER.
14. ANY LAND CORNER, PROPERTY MONUMENTATION, OR
BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED
OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND
SURVEYOR REGISTERED IN THE STATE OF NC AT THE
CONTRACTOR'S EXPENSE. CONTRACTOR TO PROTECT OR
REPLACE NCDOT RIGHT-OF-WAY MARKERS OR MONUMENTS
PER NCDOT 806.01.
15, CONTACT THE OWNER IMMEDIATELY REGARDING ANY
CONFLICTS THAT ARISE DURING CONSTRUCTION OF WORK
SHOWN ON THE DRAWINGS.
DESIGNED JOG
DRAWN JOG
CHECKED AS
PROJ. ENGR. JN S
NO. ISSUED FOR DATE BY APPROVED
16. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND
REQUIREMENTS OF ALL PERMITS THAT HAVE BEEN OBTAINED
AND ALL AVAILABLE LOCAL, STATE AND FEDERAL
REGULATIONS. SEE CONTRACT SPECIFICATIONS.
17. ALL VAULTS AND MANHOLES WITHIN ROAD RIGHT-OF-WAY
SHALL BE DESIGNED FOR HS20 LOADING.
18. FOR ALL CONNECTIONS TO EXISTING FACILITIES, CONTRACTOR
SHALL VERIFY ALL EXISTING PIPELINE ELEVATIONS,
LOCATIONS, DIAMETERS, AND MATERIALS PRIOR TO SHOP
DRAWING SUBMITTALS, NOTIFYING THE ENGINEER OF ANY
CON FLI CTS.
19. ALL DRIVEWAYS, DRAIN PIPES, AND HEADWALLS DISTURBED
SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING
CONDITION, IN BOTH NEW AND EXISTING RIGHTS-OF-WAY
AND WITHIN ANY TEMPORARY EASEMENT AREAS. ANY
STRUCTURES OR DRIVEWAYS DISTURBED OUTSIDE THE
RIGHT-OF-WAY OR EASEMENT SHALL ALSO BE FULLY
RESTORED AT NO COST TO THE OWNER.
20. CONTRACTOR SHALL PROTECT ALL DRAIN CULVERTS DURING
CONSTRUCTION. MAINTAIN PROTECTION UNTIL DISTURBED
AREAS ARE STABILIZED WITH GROUND COVER SUFFICIENT TO
RESTRAIN EROSION.
21. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH
LINES OR OTHER AREAS OF CONCENTRATED FLOW WHERE
SLOPE IS GREATER THAN 2%.
22. WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY OR
PARKING LOT SURFACES, THE CONTRACTOR SHALL PLACE
SAND OR STONE SCREENINGS ON THE SURFACE PRIOR TO
PLACING THE EXCAVATED MATERIALS.
23. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE
ACCESSIBLE FOR EMERGENCY VEHICLES AT ALL TIMES.
24. CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF
ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE
OR CASING INSTALLATION.
25. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 3600 psi.
26. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND
PERMANENT RIGHT-OF-WAY, AREAS FOR WHICH
ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED AND
STAGING AREAS PROCURED BY THE CONTRACTOR.
CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS
OF THE PERMANENT UNION COUNTY PUBLIC WORKS
RIGHT-OF-WAY, EXCEPT WHERE TREE PROTECTION IS SHOWN
ON THE DRAWINGS.
27. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF TEMPORARY
CONSTRUCTION EASEMENT (TCE), EDGE OF PAVEMENT (EOP)
OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON
INDIVIDUAL DRAWINGS.
28, LIMITS OF DISTURBANCE FOR THIS PROJECT IS
APPROXIMATELY 1.47 ACRES.
29. ALL MANHOLES WITH RIMS LESS THAN OR EQUAL TO 2 -FEET
ABOVE THE FEMA 100 YEAR BASE FLOOD ELEVATION ARE TO
HAVE SEALED RINGS AND COVERS PER DETAIL 9A,
30. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING ALL
UTILITY POLES DURING CONSTRUCTION WITHIN PROJECT
LIMITS.
31, ALL LAWN AREAS SHALL RECEIVE MIN 6" TOPSOIL PRIOR TO
SEEDING AND MULCHING.
32. CONTRACTOR SHALL FIELD VERIFY THE INVERT ELEVATIONS
AT ALL CONNECTION LOCATIONS PRIOR TO SUBMITTING SHOP
DRAWINGS.
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1. NO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE
ACTIVITIES MAY BEGIN UNTIL ALL PERIMETER EROSION
CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS
AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS
REQUIRED FOR INSTALLATION OF A PARTICULAR MEASURE,
ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST.
THE CLEARING OF THE LAND NECESSARY FOR INSTALLATION
OF THE PARTICULAR MEASURE MAY THEN PROCEED.
2. ONCE ALL MEASURES HAVE BEEN INSTALLED, THE SITE
SHALL BE CLEARED AND GRUBBED AS NECESSARY WITHIN
THE LIMITS OF DISTURBANCE AS SHOWN ON THE CONTRACT
DRAWINGS. EFFORTS SHALL BE MADE TO MINIMIZE THE
AMOUNT OF CLEARED AREA EXPOSED AT ANY GIVEN TIME.
3. ONCE CLEARING AND GRUBBING IS COMPLETE, ANY
NECESSARY TOPSOIL STRIPPING MAY BEGIN. TOPSOIL SHALL
BE STOCKPILED ON SITE IN THE STOCKPILING AREAS SHOWN
ON THE CONTRACT DRAWINGS. STOCKPILE SHALL RECEIVE
SUCH TEMPORARY SEEDING MEASURES AS MAY BE REQUIRED.
ANY SOIL TAKEN OFFSITE SHALL BE STOCKPILED AT
LOCATIONS WITH ALL REQUIRED PERMITS. IF OFFSITE
LOCATION DOES NOT HAVE ALL REQUIRED PERMITS, THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED
PERMITS.
4. DEMOLITION, EARTHWORK AND CONSTRUCTION OPERATIONS
MAY BEGIN ONCE TOPSOIL HAS BEEN REMOVED AND
STOCKPILED.
5. EROSION CONTROL DEVICES SHALL BE INSTALLED AND
MAINTAINED AT ALL WORK SITES, STAGING AREAS, AND OFF
SITE SPOIL AREAS.
6. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE
INSTALLED PRIOR TO CLEARING OR PERFORMING EXCAVATION
IN ANY AREA. EROSION CONTROL FACILITIES SHALL BE
MAINTAINED DURING WORK AND SHALL BE REMOVED WHEN
WORK IS COMPLETED, SUFFICIENT GROUND COVER IS
ESTABLISHED AND ENGINEER AUTHORIZES REMOVAL.
TEMPORARY SEEDING AND MULCHING SHALL BE PERFORMED
AS SPECIFIED IN SECTION 02276 - EROSION AND
SEDIMENTATION CONTROL.
7. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
THE WORKING AREA AND ADJACENT AREAS AND REQUIRED
UNTIL THE SITE IS FULLY STABILIZED.
8. PERMANENT AND TEMPORARY STREAM CROSSINGS SHALL BE
INSTALLED AS SHOWN ON THE CONTRACT DRAWINGS FOR
CONSTRUCTION ACCESS ACROSS STREAMS.
9. ALL PIPES SHALL BE INSTALLED IN ACCORDANCE WITH
STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH
OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAYS
TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL
PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING
SHALL BE CAPPED AT END OF EACH DAY'S WORK TO
PREVENT SEDIMENT FROM ENTERING. TRENCH SHALL BE
BACKFILLED AT END OF EACH DAY'S WORK AND DISTURBED
AREA SEEDED AND MULCHED WITHIN SEVEN (7) DAYS OF
BACKFILL.
10. ALL PIPING AROUND EXISTING STRUCTURES SHALL HAVE
EXCAVATION SUPPORT DURING INSTALLATION TO MAINTAIN
THE INTEGRITY OF THE EXISTING STRUCTURES.
11. ONCE CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL
GRADING MAY BEGIN.
12. CONSTRUCTION ENTRANCES SHALL REMAIN IN PLACE UNTIL
FINAL STABILIZATION HAS BEEN ACHIEVED OR UNTIL ALL
MAJOR GRADING ACTIVITIES HAVE CEASED, AND NEW
ROADWAYS ARE PAVED. ANY MUD/SOIL TRACKED ON
ROADWAYS SHALL BE CLEANED DAILY.
13. UPON COMPLETION OF FINAL GRADING, PERMANENT
SEEDING, MULCHING AND FERTILIZING MEASURES SHALL BE
EMPLOYED ON ALL DISTURBED AREAS AS PER
SECTION 02910 -FINAL GRADING AND
LANDSCAPING. PERMANENT SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS
REACHED ON ANY PORTION OF THE SITE. ALL EROSION
CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ENTIRE
SITE HAS BEEN STABILIZED.
14. ONCE PERMANENT STABILIZATION HAS OCCURRED,
TEMPORARY SEDIMENT CONTROL MEASURES SHALL BE
REMOVED. ANY AREAS DISTURBED BY THE REMOVAL OF
THESE MEASURES SHALL BE RETURNED AS CLOSELY AS
POSSIBLE TO ORIGINAL CONDITION AND SEEDED, MULCHED
AND FERTILIZED AS PER SPECIFICATION SECTION 02910.
1. CONTRACTOR TO HAVE SEDIMENTATION AND EROSION
CONTROL MEASURES IN PLACE PRIOR TO ANY LAND
DISTURBING ACTIVITY.
2. CONTRACTOR TO NOTIFY PROPERTY OWNERS IN ADVANCE OF
WORKING ON THEIR PROPERTY. ACTUAL CONTACT WITH
OWNER OR DOOR HANGERS SHOULD BE USED.
3, CLEARING WITHIN THE PERMANENT EASEMENTS (PE) AND
TEMPORARY EASEMENTS (TCE) SHALL BE LIMITED TO
CLEARING ONLY WHAT'S ABSOLUTELY NECESSARY FOR
CONTRACTOR'S WORK,
4. THE CONTRACTOR SHALL KEEP AREA AS CLEAN AND NEAT
AS POSSIBLE AT ALL TIMES.
5. UPON COMPLETION AND ACCEPTANCE OF PROJECT,
CONTRACTOR SHALL REMOVE ALL TEMPORARY SEDIMENTATION
AND EROSION CONTROL MEASURES.
6, ONCE CONSTRUCTION ACROSS EACH STREAM/CREEK IS
COMPLETED, INSTALL SILT FENCE AND/OR ADDITIONAL
MEASURES ADJACENT TO THE STREAM/CREEK UNTIL THE
AREA IS STABILIZED,
7, INSTALL NEW GRAVITY SEWER TO STA 14+65, AND COMPLETE
ALL TESTING,
8, PROVIDE TEMPORARY STANDBY GENERATOR FOR PUMP
STATION,
9, BYPASS PUMP AS NEEDED,
10, REMOVE EXISTING GENERATOR, GAS PIPING AND METER.
11, INSTALL NEW 12" SEWER TO EXISTING MH JUNCTION, TEST
AND PUT INTO OPERATION.
12. INSTALL MASONRY PLUGS IN EXISTING SANITARY SEWERS.
13, REMOVE AND DISPOSE OF REMAINDER OF PUMP STATION.
Hazen
mt�_
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
Mown of
ate
DIANE STREET
GRAVITY SEWER EXTENSION
GENERAL AND EROSION CONTROL
NOTES AND SEQUENCE
THE SCALE BAR DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
X3

520
VENT
EL: 507.00
500
EX 12" PVC
490
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GSD INVESTMENTS, LLC.
G S DHALIWAL, MD.
PID 09057013A
DB 4120 AND PAGE 678
�Jt uu
520
510
500
tL'111
m
ti
NOTES:
1. PROPOSED GRAVEL ACCESS ROAD
PROFILE SHOWN SUPERIMPOSED FOR
CLARITY. ALL GRAVEL ACCESS ROAD
AND GRADING WORK SHALL BE
PERFORMED PER DWG C4.
N
10 TCE (LOC) i
A
i HELEN TORRENCE HELMS
_..::::::::::::::::... 1�iL PID 09057011
DB 0144 AND PAGE 257
STREAMBANK STABILIZATION,
(TEMPORARY STREAM IMPACT
SITE S2, 20FT TEMPORARY
IMPACT), SEE DETAIL 1/D4
PLAN
40 20 0 40'
I"=40'
1 "=40'-0"
DESIGNED JOG
,�,�n o�. THE SCALE BAR DATE MARCH 1
DRAWN JOG SHOWN MEASURES OW ONE H & s JOB
ONE NUMBER 30831-044
�� tPLAN AND PROFILE
CHECKED AS Hazen I
9 INCH LONG ON
511!110�1 THE ORIGINAL CONTRACT
DRAWING
ER
PROJ. ENGR. JNS HAZEN AND SAWYER
4944 Parkway Plaza Blvd#375, Charlotte, NC 28217 DIANE STREET STA 0+00 TO STA 10+00 DRAWING.
[phone] GRAVITY SEWER EXTENSION C1
N0. ISSUED FOR DATE BY APPROVED LICENSE N0. C-0381
20190213 11:59A 0:\30831—CHA\30831-044\Drawings\CIVIL\C1.dwg By..JGREENE Last Saved By. jgreene XREFs= 0:\30831—CHA\30831-044\Drawings\TBLOCK\30831-044—TB,0:\30831—CHA\30831-033\Drawings\BASE\30831-033—PARCEL—CIS,O:\30831—CHA\30831-033\Drawings\BASE\30831-033—FEMA1001R,0:\30831—CHA\30831-033\Drawings\BASE\30831-033—BASE,O:\30831—CHA\30831-044\Drawings\BASE\30831-044—ESC,O:\30831\30831-033\Drawings\Survey\ACCUTECH\10-10-2016 (As—Builts\Sheet Three As Built X—REF
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NV IN: 492.34
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GSD INVESTMENTS, LLC.
G S DHALIWAL, MD.
PID 09057013A
DB 4120 AND PAGE 678
�Jt uu
520
510
500
tL'111
m
ti
NOTES:
1. PROPOSED GRAVEL ACCESS ROAD
PROFILE SHOWN SUPERIMPOSED FOR
CLARITY. ALL GRAVEL ACCESS ROAD
AND GRADING WORK SHALL BE
PERFORMED PER DWG C4.
N
10 TCE (LOC) i
A
i HELEN TORRENCE HELMS
_..::::::::::::::::... 1�iL PID 09057011
DB 0144 AND PAGE 257
STREAMBANK STABILIZATION,
(TEMPORARY STREAM IMPACT
SITE S2, 20FT TEMPORARY
IMPACT), SEE DETAIL 1/D4
PLAN
40 20 0 40'
I"=40'
1 "=40'-0"
DESIGNED JOG
,�,�n o�. THE SCALE BAR DATE MARCH 1
DRAWN JOG SHOWN MEASURES OW ONE H & s JOB
ONE NUMBER 30831-044
�� tPLAN AND PROFILE
CHECKED AS Hazen I
9 INCH LONG ON
511!110�1 THE ORIGINAL CONTRACT
DRAWING
ER
PROJ. ENGR. JNS HAZEN AND SAWYER
4944 Parkway Plaza Blvd#375, Charlotte, NC 28217 DIANE STREET STA 0+00 TO STA 10+00 DRAWING.
[phone] GRAVITY SEWER EXTENSION C1
N0. ISSUED FOR DATE BY APPROVED LICENSE N0. C-0381
20190213 11:59A 0:\30831—CHA\30831-044\Drawings\CIVIL\C1.dwg By..JGREENE Last Saved By. jgreene XREFs= 0:\30831—CHA\30831-044\Drawings\TBLOCK\30831-044—TB,0:\30831—CHA\30831-033\Drawings\BASE\30831-033—PARCEL—CIS,O:\30831—CHA\30831-033\Drawings\BASE\30831-033—FEMA1001R,0:\30831—CHA\30831-033\Drawings\BASE\30831-033—BASE,O:\30831—CHA\30831-044\Drawings\BASE\30831-044—ESC,O:\30831\30831-033\Drawings\Survey\ACCUTECH\10-10-2016 (As—Builts\Sheet Three As Built X—REF

NO.
ISSUED FOR
530
520
510
300.00 LF
12" DIP (RJ)
00.25%--,
500
F
S-1 (PERK
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VERT: 1"=4'
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HELEN TORRENCE'HELMS /
PID 09057011
PROPOSED GRAVEL —DB 0144 AND PAGE 257
ACCESS ROAD, SEE —1
NOTE 2
RIM ELEV = 507.16
300.00 LF 1Y DIP
HELEN TORRENCE HELMS
PID 09057011
DB 0144 AND PAGE 257
15+00
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SEE 2/D1
SEE SHEET C3 FOR
DEMOLITION PLAN
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GSD INVESTMENTS, LLC. PLUG, SEE
G S DHALIWAL, MD, DETAIL 1/D1, TYP
PID 09057013A
DB 4120 AND PAGE 678
IBi�J
Hazen
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
530
520
510
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16+00
011
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EL: 511.00---\
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//DB XXXX AND PAGE XXXX
530 NOTES:
1. FORM AND POUR MANHOLE TROUGH
AND SHELF FOR NEW SEWER
ALIGNMENT.
2, PROPOSED GRAVEL ACCESS ROAD
PROFILE SHOWN SUPERIMPOSED FOR
CLARITY. ALL GRAVEL ACCESS ROAD
AND GRADING WORK SHALL BE
PERFORMED PER DWG C4.
3. CONNECT PROPOSED 8" DIP TO
EXISTING 8" SEWER USING FERNCO
COUPLING WITH SHEAR BAND OR
520 EQUAL.
HE
500
490
1+50
Mown of t PLAN AND PROFILE
DIANE STREET STA 10+00 TO STA 14+65 AND
GRAVITY SEWER EXTENSION STA 0+00 TO STA 0+38
20190213 12:01P 0:\30831—CHA\30831-044\Drawings\CIVIL\C2.dwg By..JGREENE Last Saved By: jgreene XREFs= 0:\30831—CHA\30831-044\DrcwingsVBLOCK\30831-044—TB,0:\30831—CHA\30831-033\Drawings\BASE\30831-033— PAR CEL—GIS,0:\30831—CHA\30831-033\Drawings\BASE\30831-033—FEMA100YR, 0:\30831—CHAVO 831 —033\Drawings\BASE\30831-033-0ASE,O:\30831—CHA\30831-044\Drawings\BASE\30831-044—ESC, O:\30831\30831-033\Drawings\Survey\ACCUTECH\10-10-2016 ( As— Bull ts\Sheet Three As Built X—REF
'1 20 0 40'
THE SCALE BAR I DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACTDRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
C2

SILT FI
SEE 0:
DEMOLITION PLAN
1 "=5'
DESIGNED JOG
DRAWN JOG
CHECKED AS
PROJ. ENGR. JN S
NO. I ISSUED FOR I DATE I BY I APPROVED
00-
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Lcj
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CUT AND PLUG
(SEE NOTE 14) CUT AND PLUG EX
41 EX GAS
EX 1" PVC WATER
W � /
WM
/
C9
\)Gc
60'
Hazen
mt�_
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
DEMOLITION PLAN
1 "=10'
own of
iTngate
DIANE STREET
GRAVITY SEWER EXTENSION
20190213 12:02P 0:\30831—CHA\30831-044\Drawings\CIVIL\C3.dwg By:JGREENE Last Saved By. 1greene XREFs= 0:\30831—CHA\30831-044\Drowings\TBLOCK\30831-044—TB,O:\30831—CHA\30831-033\Drawings\BASE\30831-033— PAR CEL— GIS,O:\30831—CHA\30831-033\Drawings\BASE\30831-033— BASE, 0:\30831 —CH A\30831-033\Drawings\BASE\RF—SP—EC, 0:\30831 —CH A\30831-044\Drawings\BASE\30831-044—ESC,O:\30831\30831-033\Drawings\Survey\ACCUTECH\10-10-2016 (As—Builts\Sheet Three As Built X—REF
ABANDONMENT OF EXISTING DIANE STREET
SANITARY SEWER PUMP STATION
THE EXISTING DIANE STREET SANITARY SEWER PUMP STATION WILL BE ABANDONED ACCORDING THE
FOLLOWING DEMOLITION PROCEDURE:
1. CONTACT BRAD SELLERS OF WINGATE PUBLIC WORKS (WPW) AT 704-233-4042 PRIOR TO ANY
PUMP STATION DEMOLITION ACTIVITY.
2. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ELECTRICAL UTILITY PROVIDER.
3. THE FOLLOWING EXISTING MATERIALS AND EQUIPMENT SHALL BE REMOVED AND SALVAGED TO
WINGATE PUBLIC WORKS:
—BOTH TCU'S, DATA FLOW RESISTORS, BREAKERS, FUSE HOLDERS, TRANSDUCERS AND POWER
FILTERS.
—ALL NEMA 1 MOTOR STARTERS.
—GENERATOR CONNECTIONS FROM BOTH PANELS.
—PORTABLE GENERATOR TO BE DELIVERED TO WINGATE PUBLIC WORKS STORAGE YARD, 210
EDGEWOOD DR WINGATE NC.
4, ALL MATERIALS AND EQUIPMENT SALVAGED TO WPW SHALL BE DELIVERED TO 210 EDGEWOOD DR
WINGATE INC. SCHEDULE DELIVERY TIME.
5, ALL MATERIALS REMOVED AND NOT SALVAGED TO WPW SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.
6, ALL PIPING, WIRING AND CONDUIT THAT IS LOCATED LESS THAN 3—FEET BELOW EXISTING GRADE
AND/OR PRE—EXISTING CONTOURS SHALL BE EXCAVATED, BROKEN DOWN, AND REMOVED,
PIPING, WIRING AND CONDUIT LOCATED 3—FEET OR MORE BELOW EXISTING GROUND AND/OR
PRE—EXISTING CONTOURS SHALL BE ABANDONED IN PLACE. THE ENDS OF ALL ABANDONED IN
PLACE PIPING AND CONDUIT SHALL BE PLUGGED AND SEALED ACCORDING TO WPW
SPECIFICATIONS.
7. ALL WIRING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
THE SITE.
8. EXISTING CHAIN LINK FENCING AND POSTS TO BE REMOVED. CONTRACTOR IS RESPONSIBLE FOR
DISPOSING OF FENCING AND POST TO BE REMOVED IN AN APPROVED LANDFILL OR RECYCLING
CENTER.
9, ABANDONMENT OF EXISTING FORCE MAIN
—CUT AND PLUG ABANDONED FORCE MAIN PIPES.
—DRAIN EXISTING FORCE MAIN BY GRAVITY FLOW.
—EXISTING FORCE MAIN PIPE TO BE ABANDONED IN PLACE.
—ALL PIPES SHALL BE PLUGGED WITH WATERTIGHT MASONRY.
10. WET WELL
—REMOVE ALL EQUIPMENT, CONTROLS, WIRING, PIPING AND ACCESSORY ITEMS FROM INSIDE THE
EXISTING WET WELL AND SALVAGE MATERIALS AS INDICATED ABOVE.
—EXCAVATE, REMOVE, AND PROPERLY DISPOSE OF THE EXISTING CONCRETE WET WELL
COMPLETELY, TO WITHIN A MINIMUM OF FIVE FEET BELOW EXISTING GROUND AND/OR
PRE—EXISTING CONTOURS.
—ALL INFLUENT AND EFFLUENT PIPES SHALL BE PLUGGED WITH WATERTIGHT MASONRY.
—PUMP/VACUUM WETWELL PRIOR TO BACKFILLING.
—THE WET WELL WILL BE FILLED WITH NON—COMPRESSIBLE MATERIAL (##67 STONE OR AS
APPROVED BY THE ENGINEER)
—BACKFILL AND COMPACT EXCAVATION ACCORDING TO UNION COUNTY PUBLIC WORKS
SPECIFICATIONS.
11. VALVE VAULT & EMERGENCY PUMP CONNECTION:
—REMOVE PIPING AND VALVES. SALVAGE ITEMS SPECIFIED ABOVE TO WPW.
—EXCAVATE AND REMOVE PRECAST VAULTS IN ACCORDANCE WITH WPW SPECIFICATIONS.
—BACKFILL AND COMPACT EXCAVATION ACCORDING TO WPW SPECIFICATIONS.
iii#,3%1►1a>•�i%rl�:��l�l�:�i
—REMOVE BACKFLOW PREVENTER, VALVES, PIPING AND ENCLOSURE. SALVAGE ITEMS SPECIFIED
ABOVE TO WPW.
—REMOVE CONCRETE PADS.
—REMOVE RISER PIPING TO DEPTH OF SPECIFIED ABOVE AND CAP PIPE TO BE ABANDONED IN
PLACE.
—DISMANTLE EXISTING WATER SERVICE.
—DISCONNECT AT MAIN, MAIN IS UNDER PAVEMENT AT EDGE OF DIANE STREET. CUT AND PLUG
INSIDE FENCE.
—RETURN FITTINGS TO WPW.
13. ELECTRICAL:
—REMOVE ALL ELECTRICAL SWITCHGEAR, PANELS CONTROL CABINET, CABLE TRAYS, WIRING
DEVICES, METER AND ABOVE GROUND WIRING. SALVAGE ITEMS SPECIFIED ABOVE TO WPW.
14. CONTRACTOR SHALL COORDINATE WITH LOCAL GAS COMPANY TO DISCONNECT AND PLUG EXISTING
GAS LINE.
DEMOLITION PLAN
DIANE STREET PUMP STATION
THE SCALE BAR IDATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
C3

530
520
510
500
PROPO
12" RC
0+00
1+00
A �\
TOWN OF WINGATE
PID 09057012A
DB 1699 AND PAGE 474
1
SEE SHEET C3 FOR
DEMOLITION PLAN
ACCESS GATE,
SEE 2/D1
O
G
TEMPORARY CONSTRUCTION
ENTRANCE, TYP SEE 0257701
2+00
3+00
4+00
5+00
6+00
FEMA 100YR
FLOODPLAIN
my.3&II&Vbill INA 0:XIIIIIsoIQa:i�Y011
PID 09057012C
DDB XXXX AND PAGE XXXX f
ro
2 �r
HELEN TORREN E HELMS
PID 09057011
DB 0144 AND PAGE 257
7+00 DDnCII C 8+00
9+00
HORZ: I"=50' /
VERT: 1"=2.5' •
I
525/
PROPOSED 12
SANITARY SEWER,
SEE NOTE
1
� o
10+00
i
/� _• FEMA 100YR
FLOODPLAIN
� � •'� 510
JAMES DONALD HELMS
X " CP PID 09D57011A
UT11 DB 0477 AND PAGE 315
(PERMANENT
/ STREAM CROSSING),
SEE 0227019 5
+//////
11+00
STA 0
PROPOSED 4'0 MH
12+00
I � SOS k V I
\vl sooi\{
STA/1+00
PROPOSEQ6, f 0 MH
13+00
y,66t, ^
11 111;11�1
wig
14+00
25
I / / /
UNION COUNTY SHERIFF'S -
OFFICE
l
1 5
/DB 0576 AND PACE 554/
NOTES:
530 1, PROPOSED SANITARY SEWER
MANHOLES AND PIPE SHOWN
SUPERIMPOSED FOR CLARITY. ALL
PROPOSED SANITARY SEWER WORK
SHALL BE PERFORMED PER DWGS C1
AND C2.
2. CONTRACTOR MAY ELECT TO INSTALL
ACCESS ROAD EARLY DURING
CONSTRUCTION, THE ACCESS ROAD
SHALL BE RESTORED TO LIKE NEW
CONDITIONS ONCE CONSTRUCTION IS
520 COMPLETED AND ADDITIONAL STONE
MAY BE NECESSARY AT THE
CONTRACTOR'S EXPENSE.
510
500
,.e
480
14+50
PLAN 50 25 0 50'
1' =50' 1"=50'-0" mi
DESIGNED JOG
Jon of THE SCALE BAR DATE MARCH 2016
DRAWN JOG ACCESS ROAD SHOWN BELOW
i t H & JOB
MEASURES ONE NUMBER
R 30831-044
CHECKED AS e I
� THE ORIGINAL CONTRACT
DRAWING
NUMBER
PROJ. ENGR. JNS HAZEN AND SAWYER
PLAN AND PROFILE
4944 Parkway Plaza Blvd#375, Charlotte, NC 28217 DIANE STREET STA 0+00 TO STA 14+12 DRAWING.
[phone] GRAVITY SEWER EXTENSION C4
LICENSE NO. C-0381
N0. ISSUED FOR DATE BY APPROVED
20190213 12:04P 0:\30831-CHA\30831-044\Drawings\CIVIL\C4.dwg By:JGREENE Last Saved By. 1greene XREFs= 0:\30831-CHA\30831-044\Drawings\TBLOCK\30831-044-TB,O:\30831-CHA\30831-033\Drawings\BASE\30831-033- PAR CEL- GIS,O:\30831-CHA\30831-033\Drawings\BASE\30831-033-FEMA100YR, 0:\30831-CHA\30831-033\Drawings\BASE\30831-033-BASE,O:\30831-CHA\30831-044\Drawings\BASE\30831-044-ESC, 0:\30831\30831-033\Drawings\Survey\ACCUTECH\10-10-2016 (As-Builts\Sheet Three As Built X -REF
HIGH PT STA: 0+37.33
HIGH PT ELEV: 508.27
PVI STA: 0+44.08
PVI ELEV: 508.20
H GH PT STA: 2+31.51 LOT PT STA: 3+52.31
K: 6.10
H GH PT ELEV: 510.30 LO V PT ELEV: 505.79
LVC: 13.50
PVI STA: 2+32,07 VI STA:3+26.31
LOW PT STA: 11+28.
4
r-tn 0)
PVI ELEV: 511.25 VI ELEV:505.87
LOW PT ELEV: 503.5
HIGH PT STA:
12+84.09 LOW PT STA: 1
+91.85
NLio 7
r- 000 r-
K: 5.99 K: 9.68
PVI STA:11+68.51
HIGH PT ELEV:
506.47 LOW PT ELEV:
501.47
+ ' Ln
LVC: 67.20 LVC: 52.00
PVI ELEV: 503.10
PVI STA:1
+94.13 PVI STA: 13+(")6.37
C) 6i
K: 27.35
PVI ELEV:
507.19 PVI ELEV: 501.65
cO o N Lc)Lri
+ + Ln j
LVC: 97.95
n cc
K: 7.
0 K: 4.00
CO
L�
00
m
LVC:
10.91C
LO
PT STA: 1+19.75 N w 'L--'
Ln N
�
l�
c0
QO m
00
r-
�'
CD
NQD
cm
L
PT ELEV: 506.14 U U> >m �?
+�
+Ln
CD
c;
L6
�
o��
VI STA: 1+27.99 m w L L`'
M
+
+
+
Lc+
Ln
PVI ELEV: 505.51
G; >
U;
> -
�;
-
Ll T
L�j
K: 7.17>
m
>
>
w
c5
> c�
>
LVC: 62 56
m
w
>
M
>
w >
CW
w
m
w
m
W
N N
Ln
C
M
W
w w 5 s wog
07 m
321y
5 0
M
PROPOSED GRADE
_j
(ACCESS ROAD)
5%
STA 14+20.00
N z
z
0.33
N
'ROPOSED 4'>I MH
PROPOSED 40 LF STA 1400
N
3X 30" RCP (UT2) STA 12+60.00 M0
PROPOSED 4'0 MH
4
PROPOSED 4'0 MH
�_
PROPOSED 40 LF
STA
7+40.00
69
2X 30" RCP (UT1)
PRO
OSED 4'0 MH
STA 5+00.00
STA 2+60.00
40 MH
PROPOSED 40 MH
PROPOSED 20 LF
EXIST GRADE-7PROPOSED
SED 30LF Q
PROPOSED 40 LF
15" RCP (F-1)
P
24" RCP (F-2)
STA 1+00.00
PROPOSED 4'0 MH
PROPOSED 12"
SANITARY SEWER,
SEE NOTE 1
0+00
1+00
A �\
TOWN OF WINGATE
PID 09057012A
DB 1699 AND PAGE 474
1
SEE SHEET C3 FOR
DEMOLITION PLAN
ACCESS GATE,
SEE 2/D1
O
G
TEMPORARY CONSTRUCTION
ENTRANCE, TYP SEE 0257701
2+00
3+00
4+00
5+00
6+00
FEMA 100YR
FLOODPLAIN
my.3&II&Vbill INA 0:XIIIIIsoIQa:i�Y011
PID 09057012C
DDB XXXX AND PAGE XXXX f
ro
2 �r
HELEN TORREN E HELMS
PID 09057011
DB 0144 AND PAGE 257
7+00 DDnCII C 8+00
9+00
HORZ: I"=50' /
VERT: 1"=2.5' •
I
525/
PROPOSED 12
SANITARY SEWER,
SEE NOTE
1
� o
10+00
i
/� _• FEMA 100YR
FLOODPLAIN
� � •'� 510
JAMES DONALD HELMS
X " CP PID 09D57011A
UT11 DB 0477 AND PAGE 315
(PERMANENT
/ STREAM CROSSING),
SEE 0227019 5
+//////
11+00
STA 0
PROPOSED 4'0 MH
12+00
I � SOS k V I
\vl sooi\{
STA/1+00
PROPOSEQ6, f 0 MH
13+00
y,66t, ^
11 111;11�1
wig
14+00
25
I / / /
UNION COUNTY SHERIFF'S -
OFFICE
l
1 5
/DB 0576 AND PACE 554/
NOTES:
530 1, PROPOSED SANITARY SEWER
MANHOLES AND PIPE SHOWN
SUPERIMPOSED FOR CLARITY. ALL
PROPOSED SANITARY SEWER WORK
SHALL BE PERFORMED PER DWGS C1
AND C2.
2. CONTRACTOR MAY ELECT TO INSTALL
ACCESS ROAD EARLY DURING
CONSTRUCTION, THE ACCESS ROAD
SHALL BE RESTORED TO LIKE NEW
CONDITIONS ONCE CONSTRUCTION IS
520 COMPLETED AND ADDITIONAL STONE
MAY BE NECESSARY AT THE
CONTRACTOR'S EXPENSE.
510
500
,.e
480
14+50
PLAN 50 25 0 50'
1' =50' 1"=50'-0" mi
DESIGNED JOG
Jon of THE SCALE BAR DATE MARCH 2016
DRAWN JOG ACCESS ROAD SHOWN BELOW
i t H & JOB
MEASURES ONE NUMBER
R 30831-044
CHECKED AS e I
� THE ORIGINAL CONTRACT
DRAWING
NUMBER
PROJ. ENGR. JNS HAZEN AND SAWYER
PLAN AND PROFILE
4944 Parkway Plaza Blvd#375, Charlotte, NC 28217 DIANE STREET STA 0+00 TO STA 14+12 DRAWING.
[phone] GRAVITY SEWER EXTENSION C4
LICENSE NO. C-0381
N0. ISSUED FOR DATE BY APPROVED
20190213 12:04P 0:\30831-CHA\30831-044\Drawings\CIVIL\C4.dwg By:JGREENE Last Saved By. 1greene XREFs= 0:\30831-CHA\30831-044\Drawings\TBLOCK\30831-044-TB,O:\30831-CHA\30831-033\Drawings\BASE\30831-033- PAR CEL- GIS,O:\30831-CHA\30831-033\Drawings\BASE\30831-033-FEMA100YR, 0:\30831-CHA\30831-033\Drawings\BASE\30831-033-BASE,O:\30831-CHA\30831-044\Drawings\BASE\30831-044-ESC, 0:\30831\30831-033\Drawings\Survey\ACCUTECH\10-10-2016 (As-Builts\Sheet Three As Built X -REF

MIN PLUG LENGTH EQUAL
TO PIPE DIAMETER
EXISTING PIPE TO
BE ABANDONED
IN PLACE ----i
"10. 57 STONE OR FLOWABLE 6" PIPE 6"
ILL FULL TRENCH WIDTH (NO O.D.
NCASEMENT REQUIRED FOR
;PACE GREATER THAN 12")
PROPOSED PIPELINE OVER EXIST PIPE
BULKHEAD PIPE TO
CONTAIN GROUT PLUG
EXISTING PIPE TO
BE DEMOLISHED
AND REMOVED
41
EXISTING
PIPE DIA
PLACE CEMENTITIOUS
GROUT FROM END OF
PIPE TO BULKHEAD
PIPE PLUGGING DETAIL
DETAIL
NTS D1
PROPOSED
PIPELINE
6" MIN
12" MAX
EXIST
PIPE
PROPOSED
PIPELINE
(NOTE: PROVIDE DIP AS NEEDED)
0222118
EXI ST
PIPE
6" MIN
`== 12" MAX
PROPOSED PIPELINE UNDER EXIST PIPE
WOODEN GATE POST
(PRESSURE TREATED)
HEIGHT VARIES
(TYP EACH SIDE)
GALV. STEEL CHAIN
MIN.3/8" THICK, MIN.
3' LONG, OWNER TO
PROVIDE LOCK
4'-0" DITCH 12" 12'-0" 12"
12'-0' TO 16'-0'
COMP
2-1/;
4" CC
BASE
rrwrv��u it- 13rvviir AI ,JL-rrL-r\
BOLT THROUGH
HINGE (TYP)
MATCH EXISTING FENCE AND
RUN TO NEXT FENCE POST OR
TO NEAREST TREE AT EDGE
OF CONSTRUCTION LIMITS
SELECT BACKFILL
\i 1,\a LZ1 \ \x `
ED r PIPELINE
o i 18" ___A. i (DIAMETER VARIES)
CLASS B CONCRETE
L' 77/7" J
TRENCH WIDTH 6" MIN INTO
VARIES UNDISTURBED EARTH
ALL SIDES
SECTION
TRENCH WALL
CLASS B CONCRETE
12"
STABILIZATION
PLAN STONE, TYP
NOTE: ANTI -SEEP COLLAR TO BE INSTALLED INTO
UNDISTURBED EARTH. ADDITIONAL CONCRETE MAY BE
NECESSARY BASED ON ACTUAL TRENCHWORK AT NO
ADDITIONAL COST TO THE OWNER.
ANTI—SEEP COLLAR
0260113
i
xx x x
FOLLOW PAVEMENT
C-, REPLACEMENT DETAIL,
x x x SEE 0222107R
REMOVE FRAME, LID REMOVE FRAME, LID
& CONE SECTION & CONE SECTION
x x x x
EXISTING GROUND EXISTING GRADE EXISTING GRADE
(ELEVATION VARIES) REMOVE STRUCTURE TOA \ \\ \ \ L
v ' ` v ' MINIMUM OF 36" BELOW\\/\ \�\\ \ FILL TO GRADE WITH
x d ��� FINISHED GRADE (TYP) \\� / j\\� / COMPACTED EARTHEN
"v 6 2" STEEL GAUGE \\�\\�\/\\ \ MATERIAL
(MIN 16 GAUGE)
N' 6 o v v o NOTE: \/\\\ \\\�\\ /\ -.-
v
..V -o GATE TO BE SAND BLASTED, \ \ �\ \
PRIME COATED, AND FINISH LOW DENSITY CONCRETE
:a CONCRETE ENCASEMENT �_. ° COATED AT FACTORY. COLOR (FLOWABLE FILL)
7. a
3500 PSI CONCRETE (TYP) SHALL BE STANDARD RED OR FILL REMAINING
CONCRETE 6° AS APPROVED. MANHOLE SECTIONS FILL MANHOLE WITH
WITH GRANULAR No. 8, No. 57 OR
BACKFILL MATERIAL No. 67 STONE
ACCESS GATE NOTES:
1, CONTRACTOR TO FURNISH AND INSTALL ACCESS GATES PER THIS 3. GROUND ELEVATIONS WILL VARY AND WILL TYPICALLY NOT BE LEVEL.
DETAIL IN LOCATIONS INDICATED. CONTRACTOR TO ADJUST GATE ELEVATION AND HINGE LOCATIONS TO
2. GATES WILL BE REQUIRED UNDER A VARIETY OF CIRCUMSTANCES ACCOMMODATE THE EXISTING GROUND ELEVATIONS TO PROVIDE 6" OF
AND SITUATIONS TO PROVIDE ACCESS TO SEWERS AND TO PREVENT CLEARANCE.
UNAUTHORIZED PERSONNEL FROM ACCESSING THE SEWERS AND
RIGHTS- OF -WAY. ALL GATE LOCATIONS SHALL BE APPROVED BY 4. WOODEN GATE POSTS TO BE 6" NOM x 6" NOM PRESSURE TREATED
OWNER. GATES MAY BE INSTALLED IN AN EXISTING FENCE OR OVER A POSTS OR APPROVED EQUAL. THE HEIGHT OF THE POSTS WILL VARY
NEW SEWER EASEMENT WHERE NO FENCE CURRENTLY EXISTS. WHEN WITH EACH INSTALLATION BUT SHOULD BE AT LEAST EQUAL TO THE
INSTALLING GATES IN AN EXISTING FENCE, THE CONTRACTOR SHALL TOP OF THE GATE UNLESS OTHERWISE APPROVED BY THE ENGINEER.
NEATLY CUT THE EXISTING FENCE AND CONNECT THE FENCE TO THE WHEN DETERMINING THE HEIGHT OF THE GATE POSTS, CONSIDERATION
NEW GATE POSTS IN A MANNER APPROVED BY OWNER. THE MUST BE GIVEN TO THE EXISTING GROUND ELEVATIONS, THE LOCATIONS
CONNECTION SHALL BE SECURE AND PERMANENT. EXISTING FENCES AND ELEVATIONS OF EXISTING OR NEW FENCES THAT WILL CONNECT TO
MAY BE WIRE, BARBED WIRE, WOOD, OR A COMBINATION OF SUCH. THE GATE POSTS, AND PROPERTY OWNER CONCERNS. THE HEIGHT OF
WHEN INSTALLING A GATE OVER A NEW SEWER EASEMENT, THE GATE THE POSTS SHALL BE APPROVED BY THE ENGINEER.
WILL BE TYPICALLY CENTERED OVER THE EASEMENT. THE
CONTRACTOR WILL BE REQUIRED TO INSTALL NEW FENCE ON EACH 6. PROVIDE FENCING FOR MIN 20' ON EACH SIDE TO TIE INTO EXISTING
SIDES OF THE GATE TO THE EDGE OF EASEMENT OR CLEARED AREA. FENCING. POSTS AT 10' O.C.
NEW FENCE SHALL BE TIED TO NEAREST TREE AT THIS POINT, AS
INDICATED TO BLOCK USE OF THE EASEMENT BY UNAUTHORIZED
VEHICLES. THE EXTENT OF THE NEW FENCE WILL VARY WITH EACH
INSTALLATION. THE NEW FENCE MATERIAL WILL BE DETERMINED
BY OWNER BASED ON EACH INSTALLATION AND/OR DESIRES OF
PROPERTY OWNERS. FENCES MAY BE WIRE, BARBED WIRE, WOOD OR
A COMBINATION OF SUCH.
ACCESS GATE
DETAIL 2
NTS D1
WATERTIGHT PLUG,
TYP
UNPAVED AREAS
I-
X
ABANDONED MANHOLE
DETAIL 3
NTS D1
WATERTIGHT PLUG,
TYP
PAVED AREAS
DESIGNED JOG
Mingate
n o�. THE SCALE BAR DATE ARCH 2016
DRAWN JOG MEASURESONENUMBER 30831-044
H 8c S JOB
CHECKED AS Haze I
INCH LONG ON CONTRACT DRAWING
MISCELLANEOUS STANDARD DETAILS THE ORIGINAL NUMBER NUMBER
�
PROD. ENGR. JN S HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217 DIANE STREET DRAWING.
[phone]
LICENSESENON0. C-0381 GRAVITY SEWER EXTENSION D1
N0. ISSUED FOR DATE BY APPROVED
20190213 12:06P 0:\30831-CHA\30831-044\Drawings\DETAILS\D1.dwg By:JOREENE Last Saved By. jgreene XREFs= 0:\30831-CHA\30831-044\Drawin gs\TB LOC K\3 0831 - 044 -TB

STEEL POST
TOP STRAND
STAY WIRES
#57 STONE 6" nrrn
(MIN.)
EXISTING GRADE
12" OR 2 DIAME
OF PIPE, WHICH
IS GREATER
Y EXISTING TREE FENCING FABRIC ORANGE MIRASAFE
� 4.2"
< < GALV WIRE FABRIC
AND FILTER FABRIC. v
LIJ BURY TOE OF FILTEROf ? m z METAL "T " POST
FABRIC A MIN OF 8" _ �OR WOODEN 2X4
b
LLJ w N I
�_ N ~' FILL WITH CLASS
BOTTOM STRAND CD CD CD
B RIP -RAP
/r�/--
GRADE LINE
x Ila I
EXISTING
TOP OF 51
MUST BE
ABOVE TH
THE WASH
MAINT
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES ¢ INCH OR
MORE OF RAIN. REMOVE SEDIMENT AND DEBRIS. TOPDRESSING WITH 1—INCH
CLEAN, WASHED STONE AS NECESSARY.
8'-0" MAX
MIN
ELEVATION SECTION
SILT FENCE SILT FENCE
N OTE:
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) WITH
C-0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE.
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
SILT FENCE
0227000
2- REMOVE ACCUMULATED SEDIMENT- THE CONTRACTOR SHALL DISPOSE OF SEDIMENT
OFF—SITE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
(DETAIL ADOPTED FROM THE TOWN OF HOLLY SPRINGS, NORTH CAROLINA —
ENGINEERING DEPARTMENT).
DESIGNED JOG
DRAWN JOG
CHECKED AS
PROJ. ENGR. JN S
NO. ISSUED FOR FOR DATE�BY�APPROVED
FILTER FABRIC, v�
u AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
1" DIAMETER
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
STABILIZED OUTLET FOR SILT FENCE
0227024
20190213 12:O6P 0:\30831—CHA\30831-044\Drawings\DETAILS\D2.dwg By.JGREENE Last Saved By. jgreene XREFs= 0:\30831—CHA\30831-044\Drawings\TBLOCK\30831-044—TB
PROFILE VIEW
I VJI—IV—I VJI
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH
SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS
SHOWN ON THE PLANS. DO NOT ATTACH FENCE MATERIAL
TO TREES.
2, TREE PROTECTION FENCING FABRIC TO BE PLACED AT THE
DRIP LINE OF THE TREES THAT ARE TO BE PROTECTED.
3' FILTER FABRIC
ON GROUND
BURY 8" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
BACKFILL AND COMPACT
LOOSE MATERIAL
UPSTREAM OF TUBE —
GRADE
TC MIRAFI MIRASAFE OR AN
APPROVED EQUAL. STAPLE TO
VERTICAL 2X4 OR TIE TO METAL
"T" POSTS.
3. "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY
MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA.
4. ONE SIGN PER 300' OF TREE PROTECTION FENCING SHALL
READ: "TREE PROTECTION AREA/DO NOT ENTER
AREA/PARA PROTECCION DE LOS ARBOLES/PROHIBIDO
ENTRAR"
PROTECTION BARRIER FENCE
0227033
6 OR 8 INCH U—SHAPED
WIRE STAPLES PLACED
AT ONE FOOT INTERVALS
DRIVEN THROUGH OUTER
1 INCH OF TUBE
\
EXCAVATE A \
PLACEMENT TRENCH TO \ \
1/3 DEPTH OF THE FFT \
Hazen
- _20111111�_
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
24N
EXCAVATE A
PLACEMENT TRENCH TO
1/3 DEPTH OF THE FFT
18 TO 20 -INCH
TUBE
N
USE 48—INCH (MIN) STAKE WITH
12 -INCH MINIMUM EMBEDMENT
SPACED AT TWO FOOT INTERVALS
DRIVEN THROUGH OUTER 1 INCH OF
TUBE, LEAVING ABOUT 12 INCHES
OF THE STAKE PROTRUDING ABOVE
THE TUBE
PROFILE VIEW - W/STAKING DETAIL
10 FT TYPICAL
WOOD STAKE TO PENETRATE THE
OUTER 1 -INCH OF TUBE
WOOD STAKE, /
SEE STAKING DETAIL oya
/ FFT TO EXTEND TO TOP
OF BANK
CHANNEL CROSS SECTION
FIBER FILTRATION TUBE (FFT)
CHANNEL PROTECTION
0227039
M'own of
Mrt ate
DIANE STREET
GRAVITY SEWER EXTENSION
CHANNEL BED
18 TO 20 -INCH
TUBE
UV I I VIVI VI \,I\LLr\
AND DIAMETERS
VARY. REFER TO TEMPORARY PIPE
TABLE, THIS SHEET.
i I I I #57 WASHED STONE
NOTES: 6" DEEP (MIN.)
1. SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER.
2, SPILLWAY LENGTH = BANK TO BANK WIDTH OF STREAM OR AS SHOWN ON PLANS.
3. PIPE TO EXTEND COMPLETELY ACROSS PERMANENT RIGHT OF WAY AND 1 FT
BEYOND LIMITS OF RIP RAP. PIPE LENGTH SHALL BE 20' MINIMUM.
4. PIPES SHALL BE INSTALLED SO THAT 20% OF THE PIPE DIAMETER IS BURIED AND
NATURAL STREAM MATERIAL PLACED INSIDE THE PIPE.
PERMANENT STREAM CROSSING PIPE TABLE
STREAM
CROSSING NO.
SILT NO.
PIPE DIAMETER
IN
NUMBER OF
PIPES
UTI
C 1
30
2
UT2
C?
30
3
F-1
C. 1
15
1
F-2
C 1
24
1
PERMANENT STREAM CROSSING
0227019
GENERAL GUIDELINES FOR SPACING OF
TUBE TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBE INTERVAL
1H:1V
15 FEET
2H:1V
25 FEET
3H:1V
35 FEET
4H:1V
50 FEET
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR CHANNEL INSTALLATIONS
SLOPE GRADIENT TUBE INTERVAL
2% 25 FEET
NOTES:
SLOPE PROTECTION APPLICATIONS:
1, OVERLAP OR 'HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP
SECTION.
2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLDPE SIDE OF
WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT WITH
THE WATERBAR IN ORDER TO PREVENT SHORT—CIRCUITING.
3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 1"-2" IN DIAMETER.
4. WHEN PERFORMANCE—ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND—ALONE PRODUCT (NO
PAMs).
CHANNEL PROTECTION APPLICATIONS:
1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS.
2, FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND—ALONE PRODUCTS WITHOUT PAMs.
3, FFTS SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM
SIDE OF THE FFT.
4. FFTS SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 'INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT
AND/OR WOODY DEBRIS.
2, FFTS SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE
REPAIRED IMMEDIATELY.
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY.
4. WHEN SEDIMENT ACCUMULATION REACHES � THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF-SITE BY THE
CONTRACTOR IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
MISCELLANEOUS STANDARD DETAILS
THE SCALE BAR DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
D2

NO.
#57 STONE
POLYETHYLENE SHEETING
(6 MIL MINIMUM)
ISSUED FOR
X
is VARIABLE
(10'-0" MINIMUM)
X_
TOP VIEW
6" MINIMUM VARIES
2'-0" MINIMUM 10'-0" MINIMUM
TEMP. SILT FENCE
0 0 0 o O GEOTEXTILE (WITH BACKING)
LAYER
Ir—TEMP.
EXISTING GROUND LINE
TEMP. SILT FENCE
(WI TH BACKI N G)
TEMPORARY SEDIMENT FILTER BAG
0227038
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
0257701
DESIGNED JOG
DRAWN JOG
CHECKED ,JNS
PROJ. ENGR. JN S
DATE I BY I APPROVED
20190213 12:06P 0:\30831—CHA\30831-044\Drawings\DETAILS\D3.dwg By.JGREENE Last Saved By: jgreene XREFs= 0: \30831 — CH A\30831— 044\Dra wing s\TBLOCK \308 31 — 044— TB
USE # 57 STONE
TO LEVEL BAG
FROM NATURAL
GROUND LINE
SIDE VIEW
POLYETHYLENE
SHEETING
of
pR uV�aT �EETAIfR
25 P05 is ARE
PRO LEVE
12'
ST
PUMP
I —CREEK CROSSING TION
5'
�INW-46 1
�• • 1, :• ISTS��m 10
.�� ••�. �e .•.�.�f���mill
PROPOSED EARTH
BERM, TYP
E_L��ENF TRAP
SIDE •-
OR SILT BA G
�► •::`'
----------------------
TEMP 18" TO / N
I 60" CMP %� —/
CROSSING 2' CLASS "AL'
�—
CLASS '%" PIPE EROSION CONTRO/ \
RIP RAP STONE WEIR
20' � 90'
MIN.
40' CONSTRUCTION EASEMENT
(SEE NOTE 4)
POL METHYLENE FABRIC PLAN
ON FACE (8 ML. THICK)
TO 12' PROPOSED EARTH FROM
MIN. _� BERM, TYP PUMP
PUMP I — — —
STREAM TEMP 24" TO
FLOW 42" CMP
NOTES:
1. EROSION STONE TO BE "CLASS I" RIP–RAP UNLESS DESIGNATED
DIFFERENTLY ON CONSTRUCTION PLAN.
2. TEMPORARY CMP PIPE SIZE AND AMOUNT NEEDED SEE TABLE THIS SHEET.
3, PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE
BASE FLOW SHOWN ON THE CONSTRUCTION PLANS.
4. WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON
FIELD CONDITIONS. ANY DISTRUBANCE(S) EXCEEDING 40' MAY REQUIRE
ADDITIONAL WATER QUALITY PERMITTING.
5. THIS MEASURE MAY NOT BE REQUIRED OF WORK PREFORMED IN THE DRY.
PROPOSED EARTH
10 k10' BERM, TYP
DEWA TERING BASIN
© 2.• 1 SIDE SLOPE
OR SIL T BA G
/_ TOP OF BANK
18" MIN
_------------------------------------------ _
'-EX. INV..- %� - � - - --- POLYETHYLENE FABRIC
CREEK) CROSSING
0PIPE ON FACE (8 ML. THICK)
rv, TEMPORARY STONE DAM
POL YETHYLENE FABRIC
ON FACE (8 ML. THICK)
CONSTRUCTION SEQUENCE FOR CREEK CROSSING
1. INSTALL PUMP AND LINE TO PUMP FLOW AREA UPSTREAM OF TEMPORARY
CREEK CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN
PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE CREEK.
2. INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP, COVER
PIPE INLET WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A" WHILE
WORKING IN THE CREEK. ALLOW CREEK FLOW THROUGH CMP AS SHOWN IN
INSET "B" WHEN NOT WORKING WITHIN THE CREEK.
3. INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO
PREVENT BACK FLOW INTO CONSTRUCTION AREA.
4, INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF
THE CONSTRUCTION AREA.
5. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER
CONSTRUCTION AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6. INSTALL THE 10'x10' SEDIMENT TRAP OR SILT BAG.
7. UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER
FABRIC, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO
CREEK BED UNTIL TOP OF RIP RAP IS LEVEL WITH CREEK BOTTOM.
SECTION A —A
5, UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH
A INSTALL SANDBAGS IN PIPE INVERT & FABRIC WHILE PUMPING BERM, SEDIMENT TRAP, AND DEWATERING BASIN.
AROUND DURING CONSTRUCTION IN CREEK
g. THIS CROSSING DETAIL MAY NOT BE NECESSARY IF CONSTRUCTION CAN BE
B REMOVE S4/VBAGS do FABRIC TO ALLOW FLOW THROUGH ACCOMPLISHED IN THE DRY.
PIPE WHEN NOT PUMPING AROUND.
TEMPORARY CREEK BYPASS
DETAIL
NTS D3
Hazen
mt�_
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
M• 'own of
art ate
DIANE STREET
GRAVITY SEWER EXTENSION
CI FI CATI ON S
AIRED AND GRUBBED
IFICATIONS.
;CORDING TO PLAN SPECIFICATIONS.
MATS AT THE TOP OF THE SLOPE BY
T IN AND REINFORCING IT WITH A ROW OF
T FIVE (5) STAPLES, SPACING EACH ONE
JATELY 8" APART.
ACE STAPLES 6"-B" APART ALONG LENGTH OF
T BLANKET TO SECURE TO THE SOIL SURFACE.
STAPLES MUST BE FLUSH TO THE SURFACE.
EMBANKMENT STABILIZATION
DETAIL 2
NTS D3
MAINTENANCE REQUIREMENTS:
1. INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL
EVEN THAT PRODUCES j INCH OR MORE OF RAIN.
REPAIR OR REPLACE IMMEDIATELY AS NECESSARY.
2. GOOD CONTACT WITH THE GROUND MUST BE
MAINTAINED, AND EROSION MUST NOT OCCUR
BENEATH THE MATTING.
3. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR
NOT IN GOOD CONTACT WITH THE GROUND SHALL BE
REPAIRED OR REPLACED AND STAPLED IMMEDIATELY.
4. IF EROSION DOES OCCUR, THE PROBLEM SHALL BE
FIXED AND ERODED AREA REPAIRED AND PROTECTED
FROM FURTHER DAMAGE.
5. CONTINUE MONITORING MATTED AREAS UNTIL
PERMANENT GROUND COVER HAS BEEN ESTABLISHED.
MISCELLANEOUS STANDARD DETAILS
THE SCALE BAR I DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON I CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
D3
N OTES:
1.
CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER
BAG WHEN PUMPING.
SEWN -IN CONNECTION SLEEVE FOR
2.
THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER
PUMP DISCHARGE HOSE
VENDOR SPECIFICATIONS.
TEMPORARY SILT FENCE
(WITH BACKING)
2'-O" MINIMUM
3.
TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF SUFFICIENT SIZE
6" MINIMUM
TO ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD
X
BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE
OPTIONAL LIFTING STRAPS
CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE
COVER #57 STONE PAD
BAG WILL NOT BE ACCEPTABLE.
WITH GEOTEXTILE (TYPE III. x
EROSION CONTROL)
VARIES WITH
4,
THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF
\�
GROUND LINE SLOPE
THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
2'-0" MINIMUM
TEMPORARY SEDIMENT
5.
TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS
FILTER BAG (14'-6" X
ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
O
Q
2'-0" '
2-0 X 13-3")
P�0
//� \\\
TEMP.
SEDIMENT FILTER BAG
#57 STONE
POLYETHYLENE SHEETING
(6 MIL MINIMUM)
ISSUED FOR
X
is VARIABLE
(10'-0" MINIMUM)
X_
TOP VIEW
6" MINIMUM VARIES
2'-0" MINIMUM 10'-0" MINIMUM
TEMP. SILT FENCE
0 0 0 o O GEOTEXTILE (WITH BACKING)
LAYER
Ir—TEMP.
EXISTING GROUND LINE
TEMP. SILT FENCE
(WI TH BACKI N G)
TEMPORARY SEDIMENT FILTER BAG
0227038
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
0257701
DESIGNED JOG
DRAWN JOG
CHECKED ,JNS
PROJ. ENGR. JN S
DATE I BY I APPROVED
20190213 12:06P 0:\30831—CHA\30831-044\Drawings\DETAILS\D3.dwg By.JGREENE Last Saved By: jgreene XREFs= 0: \30831 — CH A\30831— 044\Dra wing s\TBLOCK \308 31 — 044— TB
USE # 57 STONE
TO LEVEL BAG
FROM NATURAL
GROUND LINE
SIDE VIEW
POLYETHYLENE
SHEETING
of
pR uV�aT �EETAIfR
25 P05 is ARE
PRO LEVE
12'
ST
PUMP
I —CREEK CROSSING TION
5'
�INW-46 1
�• • 1, :• ISTS��m 10
.�� ••�. �e .•.�.�f���mill
PROPOSED EARTH
BERM, TYP
E_L��ENF TRAP
SIDE •-
OR SILT BA G
�► •::`'
----------------------
TEMP 18" TO / N
I 60" CMP %� —/
CROSSING 2' CLASS "AL'
�—
CLASS '%" PIPE EROSION CONTRO/ \
RIP RAP STONE WEIR
20' � 90'
MIN.
40' CONSTRUCTION EASEMENT
(SEE NOTE 4)
POL METHYLENE FABRIC PLAN
ON FACE (8 ML. THICK)
TO 12' PROPOSED EARTH FROM
MIN. _� BERM, TYP PUMP
PUMP I — — —
STREAM TEMP 24" TO
FLOW 42" CMP
NOTES:
1. EROSION STONE TO BE "CLASS I" RIP–RAP UNLESS DESIGNATED
DIFFERENTLY ON CONSTRUCTION PLAN.
2. TEMPORARY CMP PIPE SIZE AND AMOUNT NEEDED SEE TABLE THIS SHEET.
3, PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE
BASE FLOW SHOWN ON THE CONSTRUCTION PLANS.
4. WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON
FIELD CONDITIONS. ANY DISTRUBANCE(S) EXCEEDING 40' MAY REQUIRE
ADDITIONAL WATER QUALITY PERMITTING.
5. THIS MEASURE MAY NOT BE REQUIRED OF WORK PREFORMED IN THE DRY.
PROPOSED EARTH
10 k10' BERM, TYP
DEWA TERING BASIN
© 2.• 1 SIDE SLOPE
OR SIL T BA G
/_ TOP OF BANK
18" MIN
_------------------------------------------ _
'-EX. INV..- %� - � - - --- POLYETHYLENE FABRIC
CREEK) CROSSING
0PIPE ON FACE (8 ML. THICK)
rv, TEMPORARY STONE DAM
POL YETHYLENE FABRIC
ON FACE (8 ML. THICK)
CONSTRUCTION SEQUENCE FOR CREEK CROSSING
1. INSTALL PUMP AND LINE TO PUMP FLOW AREA UPSTREAM OF TEMPORARY
CREEK CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN
PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN THE CREEK.
2. INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP, COVER
PIPE INLET WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A" WHILE
WORKING IN THE CREEK. ALLOW CREEK FLOW THROUGH CMP AS SHOWN IN
INSET "B" WHEN NOT WORKING WITHIN THE CREEK.
3. INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO
PREVENT BACK FLOW INTO CONSTRUCTION AREA.
4, INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF
THE CONSTRUCTION AREA.
5. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER
CONSTRUCTION AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6. INSTALL THE 10'x10' SEDIMENT TRAP OR SILT BAG.
7. UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER
FABRIC, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO
CREEK BED UNTIL TOP OF RIP RAP IS LEVEL WITH CREEK BOTTOM.
SECTION A —A
5, UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH
A INSTALL SANDBAGS IN PIPE INVERT & FABRIC WHILE PUMPING BERM, SEDIMENT TRAP, AND DEWATERING BASIN.
AROUND DURING CONSTRUCTION IN CREEK
g. THIS CROSSING DETAIL MAY NOT BE NECESSARY IF CONSTRUCTION CAN BE
B REMOVE S4/VBAGS do FABRIC TO ALLOW FLOW THROUGH ACCOMPLISHED IN THE DRY.
PIPE WHEN NOT PUMPING AROUND.
TEMPORARY CREEK BYPASS
DETAIL
NTS D3
Hazen
mt�_
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
M• 'own of
art ate
DIANE STREET
GRAVITY SEWER EXTENSION
CI FI CATI ON S
AIRED AND GRUBBED
IFICATIONS.
;CORDING TO PLAN SPECIFICATIONS.
MATS AT THE TOP OF THE SLOPE BY
T IN AND REINFORCING IT WITH A ROW OF
T FIVE (5) STAPLES, SPACING EACH ONE
JATELY 8" APART.
ACE STAPLES 6"-B" APART ALONG LENGTH OF
T BLANKET TO SECURE TO THE SOIL SURFACE.
STAPLES MUST BE FLUSH TO THE SURFACE.
EMBANKMENT STABILIZATION
DETAIL 2
NTS D3
MAINTENANCE REQUIREMENTS:
1. INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL
EVEN THAT PRODUCES j INCH OR MORE OF RAIN.
REPAIR OR REPLACE IMMEDIATELY AS NECESSARY.
2. GOOD CONTACT WITH THE GROUND MUST BE
MAINTAINED, AND EROSION MUST NOT OCCUR
BENEATH THE MATTING.
3. ANY AREAS OF THE MATTING THAT ARE DAMAGED OR
NOT IN GOOD CONTACT WITH THE GROUND SHALL BE
REPAIRED OR REPLACED AND STAPLED IMMEDIATELY.
4. IF EROSION DOES OCCUR, THE PROBLEM SHALL BE
FIXED AND ERODED AREA REPAIRED AND PROTECTED
FROM FURTHER DAMAGE.
5. CONTINUE MONITORING MATTED AREAS UNTIL
PERMANENT GROUND COVER HAS BEEN ESTABLISHED.
MISCELLANEOUS STANDARD DETAILS
THE SCALE BAR I DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON I CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
D3

N0.
W
ISSUED FOR
NON-FEROUS PIPE
0222101
ED BACKFILL
TONE
DESIGNED JOG
DRAWN
JOG
CHECKED JNS
PROJ. ENGR. JN S
DATE I BY I APPROVED
W
20190213 12:06P 0:\30831—CHA\30831-044\Drawings\DETAILS\D4.dwg By..JGREENE Last Saved By. jgreene XREFs= 0:\30831—CHA\30831-044\Drawings\TBLOCK\30831-044—TB
DUCTILE IRON PIPE
0222102
'ED BACKFILL
EXCAVATED TRENCH
OR SELECT BACKFILL
(NO MATERIAL
THAN 2')
STONE — 1/8 PIPE
DW PIPE (MIN. 6')
TO PIPE MIDPOINT
TRENCH EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF TRENCH
MAX W=MIN
4'-6"
3'-9' 2'-0'
8'— 10'
3'-9' 21-21
12'
3'-9' O.D.+2'
14'-16'
4'-2' O.D.+2'
18'
4'-4' O.D.+2'
20' 21"
4I-8' O.D.+2'
24'
4'-11' O.D.+2'
27'
5'-9' O.D.+2'
30'
6'-7' O.D.+2'
36'
7'-4" O.D.+2'
42'
8'-2' O.D.+2'
48'
8'-9' O.D.+2'
54
9'-4' O.D.+2'
60'
9'-10" O.D.+2'
72'
11'-0' O.D.+2'
78'
11'-8" O.D.+2'
84'
12'-0" O.D.+2'
90'
12'-6" O.D.+2'
96'
13'-0" O.D.+2'
108'
14'-0" O.D.+2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0-6'
S=W+4'
>6-8'
S=W+B'
>8-10'
S=W+12'
>10-12'
S=W+16'
>12-14'
S=W+20'
>14-16'
S=W+24'
>16-18'
S=W+28'
>18'
S=W+32'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS,
0222110
Hazen
mt�_
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE NO. C-0381
LIMITS OF DISTURBANCE
UPSTREAM FABRIC OVERLAPS
DOWNSTREAM FABRIC 1' 3.0'
(SEE OVERLAP DETAIL)
I
0 0 " o
SAKS
THRO GH BOTH
FAB RI LAYERS
SEE KEY TRENCH
DETAIL
TOP OF BANK
ST KES I
THRJ UGH
BO TOM — — -- --- — z
FA 3RIC
LAYER
r
SEE TRANSITION
A A TRENCH DETAIL
I
TOE OF SLOPE
DOWNSTREAM FABRIC
i/ow UPSTREAM FABRIC
PLAN VIEW
UPSTREAM FABRIC
UPSTREAM OVERLAPS
FABRIC LAYER DOWNSTREAM
LAPS OVER TOP FARRIr 1'
f/ow II DOWNSTREAM FABRIC
LAYER LAPS UNDER
STAKE THROUGH�I
BOTTOM FABRIC—� IVI STAKE THROUGH BOTH
LAYER FABRIC LAYERS
OVERLAP SECTION A
ILL KEY TRENCH WITH TOPSOIL AND COMPACT
EDGE OF FABRIC%''"
4—INCHES MIN. FROM STAKE FABRIC T
WOODEN STAKE BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
KEY TRENCH DETAIL
I
GENERAL NOTES
1. COCONUT EROSION CONTROL BLANKET SHALL BE 'BIO D-70'
OR APPROVED EQUAL, ABLE TO WITHSTAND 10 FPS WATER
VELOCITIES AND 4.45 PSF SHEAR STRESS. FABRIC
EMBEDMENT 3.0 FT.
TOP OF BANK
DE ANGLE FORMS WILL BE
DEG// RE
LAPPED M AN
UPSTREAM TO
DOWNSTREAM
EEi�> TOE OF SLOPE
f/ow
OVERLAP SECTION B
z
N�
I SAW A 2 X 4 DIAGONALLY TO
PRODUCE 2 DEAD STOUT
STAKES.
TYPICAL DETAIL
STAKE
TOE SLOPE PROTECTION TO
BE PROVIDED AS IDENTIFIED
ON DETAIL.
FILL KEY TRENCH WITH TOPSOIL AND COMPACT.
WOVEN COIR FABRIC
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL
PRODUCTS (RECP), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER AND SEED.
3. BEGIN AT TOP OF THE SLOPE BY ANCHORING RECP'S IN A 1'
DEEP BY 6" WIDE TRENCH WITH APPROXIMATELY 12"
EXTENDED BEYOND THE UPSLOPE PORTION OF THE TRENCH.
ANCHOR THE RECP WITH A ROW OF STAKES APPROXIMATELY
3' APART IN BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH. APPLY SEED TO COMPACTED SOIL
AND FOLD REMAINING 12" PORTION OF RECP BACK OVER
SEED AND COMPACTED SOIL. SECURE RECP OVER
COMPACTED SOIL WITH A ROW OF STAKES SPACED
APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE
RECP. THE EDGES OF RECP'S MUST BE OVERLAPPED A
MINIMUM OF 1'.
Mown of
ate
DIANE STREET
GRAVITY SEWER EXTENSION
EDGE OF FABRIC
4—INCHES MIN. FROM STAKE FABRIC TO
WOODEN STAKE BOTTOM OF
TRANSITION TRENCH'
1 STAKE PER 3 L.F.
WOODEN STAKE
TRANSITION TRENCH DETAIL
STREAMBANK STABILIZATION
DETAIL
1/4"=1'-0" D4
MISCELLANEOUS STANDARD DETAILS
STAKES ON 3'
CENTERS, TYP
THIS DRAWING REQUIRES
SUPPORTING TECHNICAL
DOCUMENTATION PRIOR
TO USE AND MUST BE
ADAPTED TO THE
SPECIFIC SITE.
THE SCALE BAR DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.

DESIGNED JOG
DRAWN JOG
CHECKED AS
PROJ. ENGR. JN S
NO. ISSUED FOR DATE BY APPROVED
20190213 12:07P 0:\30831—CHA\30831-044\Drawings\DETAILS\D5.dwg By..JGREENE Last Saved By. jgreene XREFs= 0:\30831—CHA\30831-044\Drawings\TBLOCK\30831-044—TB
ITA
i3S�re] 0 1
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041
1 1/4' RAISED LETTERING
(RECESSED FLUSH)
—C2? CAM LACKS
SEE DETAIL
(4) 1" C25nm) DIA
HOLES ON 29 314'
(756m) BOir7 CIRCL.F..
or C27 CLOSEV PICKHOLES
3/4' (19rtim) LETTERS
CRECESSE'II FLUSH)
BOTTOM VIEW
_._ 21-11/4"
1' -11 314"
/A,-11 x 3 1/-V LG 4 1' - 111/2" 1112..
SS PCINT BOLT (2 I2EQV t
1 7/8• !8' S5
148mml FLAT VA!>ER �• MIN. 112„
IS' RUBBER W ASKER 21/8',jr-
-s"
!� 3�
1' 101/4"
{2' - 0112"'
} 1I2,J
.1sa• J 4 318"
sus, ss
•
SraI1Ex 7N
FLAT VASHER (U.S. FOUNDRY - 669, VULCAN -1384 OR ECUAL)
NYLEICK NUT � R ELACK LUIS {SHURT) NOTES;
5/0• HEX 214 -- 6"2 1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUCGING ALLOWED.
,SAM NU7 2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER.
CAM & GASKET GROOVE 3. PROVIDE 2 CLOSED PICKHOLES
DETAIL 4. MINIMUM WEIGHTS: COVER - 95 LBS. RING -190 LBS,
S. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 518" DIAMETER KWIK DOLT STUD ANCHOR SYSTEM.
HILT! BRAND OR APPROVED EQUAL.
STANDARD DFTAII,
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. RfNG & C:O�� R FOR 'HALED MANHOLES DAT : 9A
Hazen
HAZEN AND SAWYER
4944 Parkway Plaza Blvd #375, Charlotte, NC 28217
[phone]
LICENSE N0. C-0381
24"
�1T
1P" MAX -
n }
-THREE COURSES OF
GRADE RINGS MAX!ML1M
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER IN
5'- 0" FOR PIPES
OVER 18" _
4' - 0" FOR PfPES
18" & SMALLER
.:�•TPRECAST INVERTS ONLY
}" SIH 40 STEEL PIPE
44TH EPDXY COATING
?UST-OLEUM 9335 ABOVE GRADE
1578 BELOW GRADE - 9373 PRIMER
a
a°
ASH SCREEN
" STAINLESS STEEL STAPS
C- FROM BASE
x 3" S.S- ANCHOR
'ER STRAP
( 2'
:TI= ANCHOR
GENERAL NOLES--
(1) 1 ROLL OF MASTIC AND A 6" EX1 ERNAL JOIRT/4EAM 'WRAP INSTALLED ON EACH MANIIOLE 5ECTIOH
(2) MANHOLE VACUUM TEST?NG - AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED, 811T BEFORE BACKFILLING, THE MANHOLE SHALL BE VACUUM TESTED.
ALL PIPES ENTERING THE MANHOLE 91ALL BE PLUGGED AND BRACED. THE CONTRACTOR SHALL FURNISH ALL MA.TERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM
I HE TESTING, A VACUUM OF 10 [NICHES OF MERCURY SHALL BE CREATED ON ThE INSIDE OF THE MANHOLE. AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIMF SHALL BE MEASURED FOR THE VACUUM TO DROP 5 INCHES. FAILURE OF THS TEST SHALL BF ANY AMOUNT OF TIME LESS THAN THE FOLLOWING,
4 FT. DIAMETER MANHOLE 60 SECONDS
5 FT. DIAMETER MANHOLE = 75 SECON05
6 FT. DIAMETER MANHOLE = 90 SECONDS
7 FT. DIAMETER MANHOLE = 10S SECONDS
8 FT. DIAMETER MANHOLE = 124 SECONDS
10 FT. DIAMETER MANHOLE =150 SECONDS
UPON T£'ST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED.
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENTN.ALS.
UNION COUNTY, N.C. IM A N H L; L E DATE: 10
5-7-1?
20' IT D.I.P.
G.I-P, TEE
41.
P—m-49
Q 1I'.,_I[TF!'A_
MASONRY
PROTECTIVE
WALL WITH
TJES ON
EVERY 12"
~P.
Tp UNDISTDURBED GROUND.
" MIN.
1
STRAIGHT WALL OF M,
M BE LOCATED OVER
�IDEST SFELF
ff STAINLESS STEEL STRAP
VARIES ON D.I-P DgOPS V IMAX.
SPACING,
W
f— 2" m
p
Y t}ST V'V
P �Yp Oq
O
\— 1'67 STONE
GENERAL MUTES:
(1) CARE MIDST BE TAKEN TO FORM A SMOOTH FIAISHED TROU3H FIR411 CNTRANCE PIPES TO EXIT PIP£, AND IN CURVED
MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDI; WALLS OF THE PIPES AT THEIR ENDS,
(2) THE SLOPE OF THE OUTSIDE DROP TROUGH Sk ALL BE 1/4" PER FOOT,
131 ALL PIPE OPENINGS 10 BE NO CREATER THAN 3" LARGER THAN O -D. CF PIPE AND ADDITIONALLY PEINFORCED WITH A MININUM OF 0-70 5q. IN,
OF STEEP_ AT 90 DEGREES. PIPE TO 01 CENTERED IN OPENINGS. ADDITIONAL REINFORIFING NOT REGUIREU FOR CORED OPENINGS.
141 DUTSIUE DROP SHALL NOT ENTER MANHOLE IN CONE SEC710.
15) MATCH DROP INFLUENT CROWN W CROWN WITFI EFFLUENT PIPE.
UNIaN COUNTY PUBLIC WORKS DEPARTMENT
UiVlq,N CdUNTY. IV,C.
own of
iiTngate
DIANE STREET
GRAVITY SEWER EXTENSION
STANDARD DETAIL
OUPSIDE DROP MANHO[ F
MISCELLANEOUS STANDARD DETAILS
THE SCALE BAR DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
D5
v .,• :� r
D. P1 BEND f'
k.
F.,4,
Q 1I'.,_I[TF!'A_
MASONRY
PROTECTIVE
WALL WITH
TJES ON
EVERY 12"
~P.
Tp UNDISTDURBED GROUND.
" MIN.
1
STRAIGHT WALL OF M,
M BE LOCATED OVER
�IDEST SFELF
ff STAINLESS STEEL STRAP
VARIES ON D.I-P DgOPS V IMAX.
SPACING,
W
f— 2" m
p
Y t}ST V'V
P �Yp Oq
O
\— 1'67 STONE
GENERAL MUTES:
(1) CARE MIDST BE TAKEN TO FORM A SMOOTH FIAISHED TROU3H FIR411 CNTRANCE PIPES TO EXIT PIP£, AND IN CURVED
MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDI; WALLS OF THE PIPES AT THEIR ENDS,
(2) THE SLOPE OF THE OUTSIDE DROP TROUGH Sk ALL BE 1/4" PER FOOT,
131 ALL PIPE OPENINGS 10 BE NO CREATER THAN 3" LARGER THAN O -D. CF PIPE AND ADDITIONALLY PEINFORCED WITH A MININUM OF 0-70 5q. IN,
OF STEEP_ AT 90 DEGREES. PIPE TO 01 CENTERED IN OPENINGS. ADDITIONAL REINFORIFING NOT REGUIREU FOR CORED OPENINGS.
141 DUTSIUE DROP SHALL NOT ENTER MANHOLE IN CONE SEC710.
15) MATCH DROP INFLUENT CROWN W CROWN WITFI EFFLUENT PIPE.
UNIaN COUNTY PUBLIC WORKS DEPARTMENT
UiVlq,N CdUNTY. IV,C.
own of
iiTngate
DIANE STREET
GRAVITY SEWER EXTENSION
STANDARD DETAIL
OUPSIDE DROP MANHO[ F
MISCELLANEOUS STANDARD DETAILS
THE SCALE BAR DATE MARCH 2016
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 30831-044
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
D5