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SHEET INDEX
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COVER SHEET 1
INDEX SHEET, LEGEND, AND NOTES 2
PLAN & PROFILE STA. 10 +00.00 - STA. 22 +00.00 3
PLAN & PROFILE STA. 22 +00.00 - STA. 34 +00.00 4
PLAN & PROFILE STA., 34 +00.00 - STA. 37 +89.80 5
EXISTING PUMP STATION PLAN & SECTION 6
SANITARY SEWER DETAILS 7
EROSION CONTROL DETAILS 8
SEQUENCE OF CONSTRUCTION:
1. CALL NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES LAND QUALITY SECTION, 336- 771 -5000, PRIOR TO ANY LAND
DISTURBANCE ACTIVITY, TO SCHEDULE A PRE - CONSTRUCTION MEETING.
2. REMOVE TREES AND OTHER VEGETATION, AND INSTALL EROSION CONTROL
MEASURES AS SHOWN ON THE PLANS.
3. INSTALL SEWER LINE ACCORDING TO PLANS.
4. AT CREEK CROSSINGS, INSTALL EROSION CONTROL MEASURES AS SHOWN ON
COG STD. DETAIL 213. UPON INSTALLATION OF PIPE, MODIFY EROSION CONTROL
AS SHOWN ON COG STD. DETAIL 214 AND ADD TEMPORARY CULVERTS AS
SHOWN ON PLAN & DETAIL.
5. WITHIN 15 DAYS OF COMPLETING A SECTION, CLOSE OUT, SEED, AND STABILIZE
AREA TO PREVENT FURTHER EROSION. SEED AREAS ACCORDING TO SEEDING
SPECIFICATIONS.
EROSION CONTROL NOTES:
1. THE EROSION CONTROL INSPECTOR CAN BE REACHED AT 336- 771 -5000.
2. EROSION CONTROL DEVICES ARE TO BE INSTALLED BASED ON THE DETAILS PROVIDED UNDER THE APPROVED
PLANS. THE PLANS AND DETAILS ARE BASED ON THE NC EROSION AND SEDIMENT PLANNING AND DESIGN
MANUAL.
3. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR. ADDITIONAL
EROSION CONTROL MEASURES MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR THAT ARE NOT
INDICATED ON THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTAIN EROSION ON SITE,
REGARDLESS OF THE MEASURES REQUIRED. ANY CHANGE IN THE EROSION MEASURES AND /OR GRADING SHALL
BE CALLED TO THE ATTENTION OF THE ENGINEER AND THE EROSION CONTROL INSPECTOR.
4. WEATHER FORECAST SHALL BE MONITORED. THE CONTRACTOR SHALL PREPARE FOR RAIN EVENTS BY
EXAMINING ALL EROSION CONTROL MEASURES PRIOR TO START OF PRECIPITATION. FOLLOWING PRECIPITATION
EVENTS, THE CONTRACTOR SHALL INSPECT EROSION CONTROL DEVICES, MAKE ANY NECESSARY REPAIRS, AND
DOCUMENT THESE ACTIVITIES.
5. IF FILL MATERIALS ARE TO BE BROUGHT ON TO THIS PROJECT OR WASTE MATERIALS ARE TO BE TAKEN FROM
THIS PROJECT, THIS INFORMATION MUST BE DISCLOSED AND SHOWN ON THE EROSION CONTROL AND GRADING
PLAN. BORROW AREAS AND DUMP SITES ARE CONSIDERED TO BE PART OF THIS PROJECT. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR IDENTIFYING ANY BORROW OR DUMP SITES, PREPARATION OF EROSION CONTROL
PLANS FOR THESE SITES, OBTAINING APPROVAL FROM THE NCDENR LAND QUALITY SECTION, AND FOR
INSTALLATION OF EROSION CONTROL MEASURES AND STABILIZATION OF THESES SITES.
GENERAL CONSTRUCTION NOTES:
1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE
RECORDS AND ARE APPROXIMATE ONLY (HORIZONTAL AND VERTICAL).
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE
BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY USERS 24 HOURS PRIOR
TO POSSIBLE INTERRUPTIONS OF SERVICE. ANY UTILITIES DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL COST TO THE
OWNER. CONTRACTOR TO NOTIFY N.C. ONE -CALL CENTER AT 1 -800- 632 -4949
('or 811) PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE
REQUIRING A DEVIATION FROM THE PLANS.
2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING CONSTRUCTION
IN STREETS DESIGNATED AS STATE ROADS SHALL BE REPLACED WITH 15" RCP.
ALL DRIVEWAY PIPES OF SUITABLE SIZE DISTURBED DURING CONSTRUCTION SHALL
BE REINSTALLED BY THE CONTRACTOR. ALL COST OF REINSTALLING EXISTING
DRIVEWAY PIPE, REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING
CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF SEWER
MAIN INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED WITH NEW PIPE
SHALL BECOME THE PROPERTY OF THE CONTRACTOR. DRIVEWAY PIPES THAT ARE
DISTURBED OR REPLACED SHALL BE PROVIDED WITH PROPER INLET AND OUTLET
PROTECTION. ALL COST OF DRIVEWAY PIPE INLET AND OUTLET PROTECTION
SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF :SEWER MAIN
INSTALLATION, UNLESS OTHERWISE NOTED.
3. CONTRACTOR TO RE- GRADE, SHAPE UP, AND STONE ALL GRAVEL DRIVEWAYS
AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES
DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT RIGHT -OF -WAY SHALL
BE PERFORMED IN ACCORDANCE WITH APPROVED ENCROACHMENT AGREEMENT.
4. CONTRACTOR TO RESET ALL DISTURBED SIGNS, MAIL BOX ES, ETC. CONTRACTOR
SHALL RESEED ALL DISTURBED AREAS IN ACCORDANCE U`1TH SPECIFICATIONS.
5. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON THE
ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE SCREENINGS.
AT THE END OF EACH DAY, ALL MATERIALS SHALL BE REMOVED AND THE
ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL SOIL RESIDUE. COST FOR
STONE SCREENING AND ROADWAY CLEANING SHALL BE INCLUDED IN THE COST
PER LINEAR FOOT OF SEWER MAIN INSTALLATION. CONTRACTOR SHALL AVOID
DAMAGE TO THE EXISTING ASPHALT. ASPHALT WHICH IS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,
MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT
POINTS OF REFERENCE DESTROYED /REMOVED BY THE CONTRACTOR SHALL BE
REPLACED BY A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR AT THE
CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWER AND WATER
MAINS AS FOLLOWS:
A. CROSSING A WATER MAIN OVER A SANITARY SEWER
WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS UNDER A
WATER MAIN, THE SANITARY SEWER SHALL BE LAID AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF THE
SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PRE,,/ENT 18" VERTICAL
SEPARATION, IN WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH
SIDE OF THE POINT OF CROSSING.
B. CROSSING A WATER MAIN UNDER A SANITARY SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CIROSS UNDER A SEWER,
BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A
DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
WATER MAIN SHALL BE CENTERED AT THE POINT OF CROSSING.
C. LATERAL SEPARATION OF SEWERS AND WATER MAINS
SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR
PROPOSED WATER MAINS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A
10' LATERAL SEPARATION, IN WHICH CASE THE SANITARY SEWER SHALL BE
LAID IN A SEPARATE TRENCH WITH THE ELEVATION OF THE BOTTOM OF THE
WATER . MAiN AT LEAST 18" ABOVE THE TOP OF THE SEWER WITHIN A
HORIZONTAL SEPARATION OF AT LEAST 3'.
D. A 24" MIN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM
SEWER AND SANITARY SEWER LINES, OR FERROUS PIPE MATERIALS SHALL BE
UTILIZED.
8. ALL CONSTRUCTION SHALL TAKE PLACE WITHIN THE PERIL,- IiANENT UTILITY AND /OR
TEMPORARY CONSTRUCTION EASEMENT SHOWN ON THE PANS. THESE SHALL BE
CONSIDERED THE LIMITS OF CONSTRUCTION FOR THE PROJECT. ANY
WORK /DISTURBANCE OUTSIDE OF THE CONSTRUCTION LIMIITS SHALL REQUIRE
WRITTEN APPROVAL FROM THE AFFECTED PROPERTY OWNER(S), AND SHALL BE
OBTAINED BY THE CONTRACTOR.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING AND
LAYOUT NECESSARY FOR COMPLETION OF THE PROJECT.
10. ALL CONSTRUCTION SHALL CONFORM TO CITY OF GREENSBORO STANDARDS
SPECIFICATIONS, AND SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF TITLE
15A, SUBCHAPTER 2T OF THE NORTH CAROLINA ADMINISTRATIVE CODE.
11. THIS PROJECT WILL UTILIZE 15A NCAC 2T .0305 (g) ALTERNATE DESIGN CRITERIA
FOR SANITARY LINES & MANHOLES WHERE 50 FT. SEPARATION FROM STREAMS OR
WETLANDS CANNOT BE ACHIEVED IN ACCORDANCE WITH i15A NCAC 2T .0305 (f):
A. MANHOLES SHALL HAVE A WATER TIGHT FRAME & CO',`ER WITH GASKET.
B. MANHOLE SEAMS SHALL BE EXTERNALLY TAPED /SEALED.
C. MANHOLES SHALL BE LINED WITH FULL WATERPROOF Iil''TERIOR COATING.
D. WATERTIGHT MANHOLE PIPE CONNECTIONS SHALL HAVE. FLEXIBLE RUBBER
BOOTS.
E. MANHOLES SHALL BE TESTED USING THE "NEGATIVE AIR PRESSURE (VACUUM)
TEST" PRIOR TO BACKFILL.
12. EASEMENTS HAVE BEEN RECORDED AND ARE ON FILE AT THE CITY OF
GREENSBORO WATER RESOURCES DEPARTMENT.
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BENCH MARKS
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C I T Y OF G R E E N S B O R O
ENGINEERING DI VISION
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DESIGNED FEB. 2014 BY BAP
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12 -5 -2012
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RVASID S TYPE CONTRACT CONTRACTOR AS-BUILT
AUTH. DATE
JOB NO. P -05365
K-
DESIGNED FEB. 2014 BY BAP E N G I N E E R I N G D I V
I S 1 0 N
SEWER 2013-063
12-5-2012
DETAILED BY CMB UNSTAN ROAD SANITARY SEWER OUTFALL
SHEET NO.
WATER
CHECKED BY
3 OF 8
SIDEWALK
SCALE: 1"=40' HORIZ., I " =4'
—
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DURING CONSTRUCTION
\ ✓EROME 0. & MARLA M, SPRUILL COG STD. 213
FLOPD C. & MtNNiE (3. ANDREWS PARCEL NO. 0126071 CONVERT TO PERM.
j D.B. 3007 PG. 876 % D.B. 3385, PG. 40 MAINTENANCE CROSSING —
o LOT 31 PEI. 37, PG. 17 COG STD. 214
PARCEL NO. 0127159 5102 DUNSTAN RD
3107 SURNETTE DR -
\ SAN MH 11
TEMP. CULVERT CROSSING ± N STA 29 +77.46
\ NAD 83 (2011) (1) 20 LF 24" CMP ON -U' ` "._.....
N = 872145.4
E = 1784260.E GRADE OF EX. DITCH _
I SAN MH 10 �N_ �� ._ 10 PERM. MAINT.
9
'10f'D C. ArVDREWS & WIFE MINNIE B. ANDREWS I STA 28 +50.62 1cE� $„ ANTI -SEEP CORRIDOR INSIDE
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3109 BURNETTE DR -
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h DURING CONSTRUCTION
- ANNETTE SOUTHER /• COLUCCI C
PARCEL NO. 07,7156 "� G ,/I / // WETLAND / o COG STD. 213
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.:- MAINTENANCE CROSSING
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MAINTENANCE CROSSING
COG STD. 214
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W
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/ ` w/FE MINNIE B, ANDREWS
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b' X3007 P 876
LIMITS OF DISTURBANCE ARE CONFINED TO �` Q o 40 so
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REVISION? S TYPE CONTRACT
ROADWAY
SEWER 2013 -063
WATER
SCALE: 1 " =40' HORIZ., 1 " =4' VERT
,4
Know what's below.
Cal E ' �
, T� before you dig.
City of
COG Water f'%urce D�x 373 2033
GDOT Traffid c ,y3 2606
COG /Guilford d'�,' ,;'611����� "y��'��73 -2084
COG Watlef, S P;TA) s3 -5855
GDOT Starmv, Ob 6P, > y� 3 -2569
D ..
General Permit
Applies
DISTURBED AREA
2.72 .., i .mil
M
770
• N
750
740
►0
C I T Y OF G R E E N S B O R O
E N G I N E E R I N G D I V I S I O N
DUNSTAN ROAD SANITARY SEWER OUTFALL
STA. 22 +00.00 — STA. 34 +00.00
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VALVE 6
BOX
5/8" FOUNDATION BOLT DETAIL
NOT TO SCALE
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B' SAN, SEWER
A
PLAN
ABOVE GROUND SEWAGE LIFT STATION
SCALE: 0-1-0'
1' CIA
S.S.
U -BOLT
YOKE
6'x6'ABOVE GROUND SEWAGE
PUMP STATION WITH REMOVABLE
FIBERGLASS PANELS
3'x6' ELBOW —`
i— 6' 90' BEND PIPE AIR RELEASE VALVE DISCHARGE
1r.,
GROUT -
OPENING
NOTE:
THE ABOVE PLAN AND SECTION VIEWS OF THE
EXISTING PRIVATE PUMP STATION ARE FOR
REFERENCE ONLY. THE EXISTING PUMP STATION
SHALL BE ABANDONED IN ACCORDANCE WITH
NOTES ON SHEET 5 OF THE PLANS, OR AS
DIRECTED BY THE ENGINEER.
THRU SLAB TO WET WELL
EL. 769.2917
3'x4' ELBOW 4" AIR VENT AND 68
WALL FLANGE
z W/ 3/4' DIA. 5.5
0
ANCHOR BOLTS
< U
N
3° PIPE
��PIPE
SADDLE
DETAIL - TYPICAL PIPE SUPPORT
NOT TO SCALE
MESH ALUMINUM SCREENING
—
4B'
REGUIRED
m MANHOLE RING AND COVER
❑
DEWEY BROTHERS MH RCR -17
OR APPROVED EQUAL
—
— —
HINGED
ACCESS
`D 1
FOUNDATIE 'JOLTS
PANEL
I
4- REOUIREiJ
15 HP MOTOR
15 HP
MOTOR
15;HP
MOTOR
16' I w
2" NPT SERVICE
BELT GUAFCI TYP.
.
ENTRANCE CONNECTION
1
1
1
(
( PROP. PU7F, TYP.
I I I
_ _ _ _
�® -®
MIN. 2' CLEARANCE
z I
TOP AND BOTTOM
z
REMOVABLE
v I
REMOVABLE ACCESS PANEL
VALVE BOX
I
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ACCESS PAP.EL
3- 62/0 THW
¢
STATION G HET HELL
45'x48' 3- SIDES
I
( 45'x48'
208V THREE PHASE
_ ( 3- SIDES
AND 1- 84 GROUND
o
ii
6'x3' 90' BEND. TYP.
IN 2' CONDUIT FROM
i
EXISTING DISCONNECT
m
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6'x6' 90' BEND, TYP.
EACH WAY- T P AND B ITOM
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m
n
/ / / \
6' GATE
6' CHECK
VALVE, TYP, 6°
3 -WAY PLUG VALVE
(
m / m\ I \ 1
VALVE
3/4'0 \
TWIG AREA OPEN TO PAD
12
\
CONTRACTOR MUST SEAL BY
6'
FORCE
MAIN
m e
INSTALLING NON - SHRINK
GROUT
SEE
FOR
SHT. NO. 1
CONTINUATION
6" PVC 6" DIP
PLAN
— INTERIO!R OF
PUMP STATION
_- ----- \
1
NOT TO SCALE
I/
I
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' ",�
,�pq
i I
RRS
HET WELL
I
1\
6' OLE
21' _ 21' /
FORH SERVICE LINES
UN LINE
4" S CTIO
6° MIN. HOLE
\\
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/
1
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TSTATION IRON
PIPE
2- PEGUIREQ
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INSIDE PUMP AND
-`--�
STEPS I I /
OUTSIDE TO PLUG VALVE
/
4' AIR VENT LINE
6" DISCHARGE
LINE
\\ I
6' HIM. HOLE
B" MIN. HOLE
//
BOLT SUPPLIED BY
4,
BOLT
PUMP STATION
PROJECTION
MANUFACTURER
24'
MANHOLE
rlAUy111 I(d3 rl ?y
�. .._ �-
CONTRACTOR TO COORDINATE G
84 8E EACH WAY
O.C.
:ixl
6' DIA.
VERIFY FINAL STRUCTURE
tlTi 2.11,1 ar 1j
llgl
PRECAST
DIMENSIONS WITH APPROVED SHOP
i.
, 1111x1
I11 t
WET WELL
DRAWINGS FROM ALL EQUIPMENT
1
CONC. PAD
I
MAHUFACTURERB.
MANUFACTURERS.
5/8" FOUNDATION BOLT DETAIL
NOT TO SCALE
2
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PLAN
ABOVE GROUND SEWAGE LIFT STATION
SCALE: 0-1-0'
1' CIA
S.S.
U -BOLT
YOKE
6'x6'ABOVE GROUND SEWAGE
PUMP STATION WITH REMOVABLE
FIBERGLASS PANELS
3'x6' ELBOW —`
i— 6' 90' BEND PIPE AIR RELEASE VALVE DISCHARGE
1r.,
GROUT -
OPENING
NOTE:
THE ABOVE PLAN AND SECTION VIEWS OF THE
EXISTING PRIVATE PUMP STATION ARE FOR
REFERENCE ONLY. THE EXISTING PUMP STATION
SHALL BE ABANDONED IN ACCORDANCE WITH
NOTES ON SHEET 5 OF THE PLANS, OR AS
DIRECTED BY THE ENGINEER.
THRU SLAB TO WET WELL
EL. 769.2917
3'x4' ELBOW 4" AIR VENT AND 68
WALL FLANGE
z W/ 3/4' DIA. 5.5
0
ANCHOR BOLTS
< U
N
3° PIPE
��PIPE
SADDLE
DETAIL - TYPICAL PIPE SUPPORT
NOT TO SCALE
— DRESSER N
COUPLING
(TYP.) _
PIPE N F
SUPPORT, TYP.
2 REQUIRED. s B• D,I.
SEE DETAIL _ INFLUENT
INV. 752.75
6'-0" DIA.
'RECAST WETWELL
3/8" $CH. 80
PVC AIR BUBBLER LINE
FOR LEVEL CONTROL SYSTEM
(MOUNT PER PUMP STATION
MFG. RECOMMENDATIONS)
PROP. M.H, STEPS =
2 _an
�3 +- AIR BELL 1
caoui
6'x4' ELBOW - _ FILLE
2' SQUARE _f ',"
6' 857 STONE BEDDING
6'x6'ABOVE GROUND SEWAGE
PUMP STATION WITH REMOVABLE
FIBERGLASS PANELS
TOP SLAB ELEV. 766.50
SECTION A —A
SCALE: 3/4 1'-0'
NOTES: 1. ALL PIPING INSIDE PUMP STATION TO BE DUCTILE IRON.
2. ALL FITTINGS INSIDE PUMP STATION TO BE FLANGED.
3, ALL PIPING AND SUPPORT BRACKETS TO BE PAINTED WITH
TWO -PART EPDXY CORROSION RESISTANT COATING.
4. PROPOSED WASTEWATER PUMPING STATION SHALL BE 6'3(6'
ABOVE GRADE FACTORY FABRICATED STATION.
5. EACH PUMPING UNIT SHALL BE SELF PRIMING CENTRIFUGAL TYPE
WITH 180 GPM CAPACITY AT 103 FEET TOTAL DYNAMIC HEAD.
PUMPS SHALL BE GORMAN -RUPP MODEL T3A -B WITH 8 314"
IMPELLAR AND SUITABLE FOR 208V- 3 PHASE 60HZ
ACROSS THE LINE, 15 HP STARTING AT MAXIMUM
PUMP OPERATING SPEED OF 2075 RPM.
1" CHAMF
ALL EXPOSE
P
S
SECTION B —B
SCALE: 3/4'- 1-0'
6. THE LUMP SUM BID FOR THE WASTEWATER PUMP STATION
SHALL INCLUDE FURNISHING AND INSTALLING CONCRETE
WET WELL, WET WELL PIPING, GENERATOR SET, WET
WELL VENT, WET WELL PIPING, AIR BUBBLER LEVEL
CONTROL SYSTEM, PREPACKAGED PUMP STATION COMPLETE,
PUMP STATION SITE GRADING, GRAVEL, FENCING, SEEDING
AREA LIGHT, ELECTRICAL INSTALLATION COMPLETE, WATER
LINE INSTALLATION COMPLETE, TRANSFORMER PAD AND ALL
OTHER MISCELLANEOUS COMPONENTS TO FORM A COMPLETE AND
OPERABLE UNIT.
7. STATION TO HAVE AN EXTERNAL ALARM HORN AND ARARM LIGHT.
0
v
— TOP SLAB ELEV. 765.50
ayr.uK 3A �..
E
q,es�d
26/15
x
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1 B` id
MESH ALUMINUM SCREENING
—
H
m MANHOLE RING AND COVER
❑
DEWEY BROTHERS MH RCR -17
OR APPROVED EQUAL
— DRESSER N
COUPLING
(TYP.) _
PIPE N F
SUPPORT, TYP.
2 REQUIRED. s B• D,I.
SEE DETAIL _ INFLUENT
INV. 752.75
6'-0" DIA.
'RECAST WETWELL
3/8" $CH. 80
PVC AIR BUBBLER LINE
FOR LEVEL CONTROL SYSTEM
(MOUNT PER PUMP STATION
MFG. RECOMMENDATIONS)
PROP. M.H, STEPS =
2 _an
�3 +- AIR BELL 1
caoui
6'x4' ELBOW - _ FILLE
2' SQUARE _f ',"
6' 857 STONE BEDDING
6'x6'ABOVE GROUND SEWAGE
PUMP STATION WITH REMOVABLE
FIBERGLASS PANELS
TOP SLAB ELEV. 766.50
SECTION A —A
SCALE: 3/4 1'-0'
NOTES: 1. ALL PIPING INSIDE PUMP STATION TO BE DUCTILE IRON.
2. ALL FITTINGS INSIDE PUMP STATION TO BE FLANGED.
3, ALL PIPING AND SUPPORT BRACKETS TO BE PAINTED WITH
TWO -PART EPDXY CORROSION RESISTANT COATING.
4. PROPOSED WASTEWATER PUMPING STATION SHALL BE 6'3(6'
ABOVE GRADE FACTORY FABRICATED STATION.
5. EACH PUMPING UNIT SHALL BE SELF PRIMING CENTRIFUGAL TYPE
WITH 180 GPM CAPACITY AT 103 FEET TOTAL DYNAMIC HEAD.
PUMPS SHALL BE GORMAN -RUPP MODEL T3A -B WITH 8 314"
IMPELLAR AND SUITABLE FOR 208V- 3 PHASE 60HZ
ACROSS THE LINE, 15 HP STARTING AT MAXIMUM
PUMP OPERATING SPEED OF 2075 RPM.
1" CHAMF
ALL EXPOSE
P
S
SECTION B —B
SCALE: 3/4'- 1-0'
6. THE LUMP SUM BID FOR THE WASTEWATER PUMP STATION
SHALL INCLUDE FURNISHING AND INSTALLING CONCRETE
WET WELL, WET WELL PIPING, GENERATOR SET, WET
WELL VENT, WET WELL PIPING, AIR BUBBLER LEVEL
CONTROL SYSTEM, PREPACKAGED PUMP STATION COMPLETE,
PUMP STATION SITE GRADING, GRAVEL, FENCING, SEEDING
AREA LIGHT, ELECTRICAL INSTALLATION COMPLETE, WATER
LINE INSTALLATION COMPLETE, TRANSFORMER PAD AND ALL
OTHER MISCELLANEOUS COMPONENTS TO FORM A COMPLETE AND
OPERABLE UNIT.
7. STATION TO HAVE AN EXTERNAL ALARM HORN AND ARARM LIGHT.
0
v
— TOP SLAB ELEV. 765.50
ayr.uK 3A �..
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q,es�d
26/15
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r
y: 12
u 6
# BRICK
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45' DEFL
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4'
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7'"
32"
24" LD.
51"
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12 -5 -2012
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SECTION A -A
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F
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ON NEW INSTALLATION A MAX. OF
TWO GRADE: RINGS SHALL BE USED.
r" m W
CONCRETE SHALL BE CLASS AA,
STANDARD 4' 1. D. C 5' 1. D. ECCENTRIC PRECAST
°
N m 2
4000 PSI AS PER ASTM C -478.
KITH EXPANDED
COG STD.
#206
0.Q
STEEL REINFORCING SHALL MEET
JA OG# HOE
� O Z 0. O
-93
ASTM C -135 (4' DIA) OR ASTM
"0 " RING
.,
OW QrnR
J m Q
C -478 (5*' DIA) .
✓DINT
�
_ _ _ _ _
ASTM C -361{.
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m om
3 *
MANHOLES OVER 3' -6" IN DEPTH
oQ�
Qa
tim
a
_
SHALL BE PROVIDED WITH STEPS
16" ON CENTERS STEPS SHALL BE
m
4'-0 " I. D. ( #200)
IN ACCORDANCE W/ COG STD. #206.
5 -•
W,,
omNo 0.
o m �o o LU
W m
5'-0 " I. D. ( #201)
kIUU
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MANHOLES
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45' DEFL
90 ° DEFL
4'
31 -112"
25"
5'
42"
32"
6'
51"
38"
#67 STONE KL_` - \_
=III -1 CLASS A
CONCRETE ARCH
Zti
L IGHTL Y
COMPACTED
BACKFILL `
BC
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d (MIN. )
y PAECfiST INVERT (OPTIONAL)
3"
30 " TO 60 "
4 "
56" 6 LARGER
51,
SEWER 2013 -063
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12 -5 -2012
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SECTION A -A
Q_ __2:5
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ZOQW
STD NO.
REV.
STANDARD 4' 1. D. C 5' 1. D. ECCENTRIC PRECAST
°
05 -88 03 -98
L CONCRETE SANITARY MANHOLE
KITH EXPANDED
BASE
fo�� ®1
11 08 -02
JA OG# HOE
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-93
#67 STONE KL_` - \_
=III -1 CLASS A
CONCRETE ARCH
Zti
L IGHTL Y
COMPACTED
BACKFILL `
BC
iL ,
d (MIN. )
27" 9 SMALLER
3"
30 " TO 60 "
4 "
56" 6 LARGER
51,
SEWER 2013 -063
1- CLASS C
GRANULAR FOUNDATION
DEPTH OF BEDDING
MA TE•AIAL BELOW PIPE
D
d (MIN. )
27" 9 SMALLER
3"
30 " TO 60 "
4 "
56" 6 LARGER
51,
DENSEL Y o
COMP 4G TED
BACK: IL L
E
I #67 ,STONE -
1 -1Ti =i CLASS B
GRANULAR FOUNDATION
LOLSE m�
BACK =ILL -
I— -
-III
III
III _ III
it I I - it l
I�e
III —III__ =1 CLASS D
FLAT SJSGRADE
L EGE ID
Bc = OUTSIDE D-'-METER
H = BACKFILL COVER ABOVE
TOP OF PIF'=
D = INSIDE DIAAETER
d = DEPTH OF EEDDING MATERIAL
BELOW PIPE
NOTE,•
USE 467M OR A. R. E. A. (AMEP_CAN RAILWAY ENGINEERING
ASSOCIATION) #4 STONE FOR 21 " AND LARGER PIPE.
0
STD. NO. REV.
STANDARD TRENCH BEDDINGS FOR 03 -97
CIRCULAR PIPE 207
J
m - -_
N COVER = MIN WT 147 LBS ASTM A48 -CL35
FRAME = MIN WT 220 LBS AASHTO M306
5/8" LETTERING
w -O_ P RECESSED FLUSH
1 " SPECIAL LETTERING
X24 , RECESSED FL USH
a
�aORO, �V
A
0 n OI
LL
0
r 0
/,..
BOB.._
23 1/2 "
1/2' ` 1" CORED
9/16 "1 9/8 " HOL E (T YP)
114 "
VENT HOLE
- PLAN VIEdt/
114 5/8" LETTERING
1 71'B"4 RECESSED FLUSH
20 1/2'`" -- 25 114"
3/4
DETAIL 23 314 " 3/4 "
23 112" 1 /B"
CID 1 „ CORED
1
118" HOL E (T YP)
20 1/2'
h
33" ti
SECTION A —A
NOTES:
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENT =IC AND WILL SUPERSEDE
ANY ASTM STANDARDS WITH A MAXIMUM VARIATION t 1115" ON ALL DIMENSIONS.
MANHOLE RING TO BE ANCHORED WITH 112" REDHEAD S AINLESS STEEL ANCHORS
AND SEALED BETWEEN RING AND CONE WITH BITUMASTIr!' SEALER.
n V MACHINED BEARING SURFACE
x r
,STD. NO. REV.
n STANDARD HANHOLE RING AND COVER 205 0613
S COVER = MIN WT = 125 LBS
FRAME = MIN WT = 100 LBS
n
A
L
(4) 1 " CORED HOLES
90 ° ON CENTER
(4) 112 " -13 X 2 "
S. S. HEX. HEAD BOLTS
WITH S. S. WASHERS
ci A r cecvcr
1/2 "
•(4) 112 DRILL AND
TAPPED SOL T HOLES
ASTM A48 —CL35
AASHTO M306
5/8" LETTERING
RECESSED FL USH
I" SPECIAL LETTERING
RECESSED FLUSH
-0�
9p ° VENT HOLE WI TH
CRETEX PL UG
PLAN VIEW RECESSEDT FLUSH
25"
23 3/4" —
23 1/2" 1" CORED
HOLE (T YP. )
19 1/2"
21 "
3 3/8"
24 1/4"
a 31°
N SECTION A-A
NOTES.*
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
y ANY ASTM STANDARDS WITH A MAXIMUM VARIATION k 1116" ON ALL DIMENSIONS.
MANHOLE RING TO BE ANCHORED WITH 112" REDHEAD STAINLESS STEEL ANCHORS
z AMO SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER,
s) v MdrA4TAIFn qFd PTA1r .Rl/LIFA(,'F
i r ;: OF GREENSBORO
S TA IA - 0
RING AND CO VER
r.
GRADE
TRENCH WIDTH
4: CLASS 8 CONCRETE,
a I �- 2500 PSI
6„
MA INN
cm - I
- - -1
SECTION
I I
I 1
I I
� SEWER I _
MAIN I
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(
- 2500 pSICONCAETE,
ti
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I 1
n TRENCH WID TH
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0
STD° NO. RE V.
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FOR SEVER LINES 21
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518'
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PRECAST CONCRETE MANHOLE ®6
N
O
N
TYPE CONTRACT CONTRACTOR
AS —BUILT
RUTH. DATE
BENCH MARKS JOB NO. P — 05365 C I T Y OF G R E E N S B O R O
• DESIGNED FEB. 2014 BY BAP E N G I N E E R I N G DI V I S I O N
U
C3^
SEWER 2013 -063
12 -5 -2012
DETAILED BY CMB DUNSTAN ROAD SANITARY SEWER OUTFALL
SHEET NO.
h h Z
CHECKED BY APL SANITARY SEWER DETAILS 7 OF
SCALE: AS NOTED
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09 -95 12 -12
N SETTING DETAIL
OB -02
Not I a o be copied or dam; _ + *a
without ice, ...I - express r _. I...{
permission of the
City Greensboro.
Know whales below.
Call before you deg°
y
na 0,' i
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Locales In ts
f e i3 -2033 �urce4� 9�t COG Water
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TYPE CONTRACT CONTRACTOR
AS —BUILT
RUTH. DATE
BENCH MARKS JOB NO. P — 05365 C I T Y OF G R E E N S B O R O
• DESIGNED FEB. 2014 BY BAP E N G I N E E R I N G DI V I S I O N
ROADWAY
SEWER 2013 -063
12 -5 -2012
DETAILED BY CMB DUNSTAN ROAD SANITARY SEWER OUTFALL
SHEET NO.
WATER
CHECKED BY APL SANITARY SEWER DETAILS 7 OF
SCALE: AS NOTED
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GB -92

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PUMP
A %NSTALL SANDBAGS IN PIPE INVERT 6 FABRIC. WHILE PUMPING
AROUND DURING CONSTRUCTION IN STREAM.
PROPOSED
B FSMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH
MAXIMUM
SLOPE
PIPE WHEN NOT PUMPING AROUND,
EARTH BERM
W
Z
6
0
2
SECTION A -A
<2%
(rYP.)
10, 000
2 % -5%
75
O O TEMP, CONSTRUCTION
n L�
'
5, 000
y
SrF,_AM CROSSING
TEMPORARY CREEK
10
REV.
W CROSSING DURING CONSTRUCTION
213
CLASS "I °
MIN.
SYNTHETIC FIL TER
FLOW -
RIP RAP
PLAN
SEDIMENT TRAP
TOP OF BANK RIP RAP SHALL NOT
DRAINAGE DITCH EXTEND ABOVE NORMAL
OR SMALL STREAM HIGH WA TER MARK
adt, f
e 2.• 1 SIDE SLOPE
CHECKED BY APL EROSION CONTROL DETAILS
CREEK 3' NCDOT SPEC #1055,
d.o -
F TYPE -2)
OR SILT SAS.
CROSSING PIPE
16" CLASS I
u
RIP -RAP
_
5'
NO
TES;
1)
3
MIN. II MIN
CLASS I RIP -RAP TO BE LAID MIN, 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
r;•t ^ ?`:�af�'•. spa ;:
(AS DIRECTED BY ENGINEER).
Ya:Ogrt u v v0)rv,v •
I / / w njalpo000]
TEMP. �� 5
24" TO - -- MIN -- - - - - -�
42" CMP - - -- c- j --
2' CLASS "A" �- — !0' X 10'
CROSS 1 NG EROSION CONTROL / DEWA TERIN6 BASIN
CLASS "I " FIPE STONE WEIR �e 2• I SIDE SLOPE
R I P RAP O R S I L T B A G.
20" 10'
PROPOSED MIN.
EARTH BERM
(TYP,) 50' CONSTRUCTION EASEMENT
(SEE NOTE 5)
PROPO 0
EARTH �'=RM PLAN
(rYF.l
POL YETHYLENE FABRIC
ON FACE (B At, THICK)
TOP OF FROM
� 0 MIN. BANK _ _ - PUMP
kfwA#;;:;::: TEMP.
;•:E•DW
MP
42 " C
1
B '
1 1
MIN.
TEMPORARY : +' -•. -. .
CREEK STONE DAM
POLYETHYLENE FABRIC
ON FACE (6 ML. THICK)
CROSSING
PIPE
I
15�:. :.;c;'.;r
o �''
A %NSTALL SANDBAGS IN PIPE INVERT 6 FABRIC. WHILE PUMPING
AROUND DURING CONSTRUCTION IN STREAM.
}J�'
POLYETHYLENE FABRIC
N ON FACE (e ML. THICK)
B FSMOVE SANDBAGS & FABRIC TO ALLOW FLOW THROUGH
MAXIMUM
SLOPE
PIPE WHEN NOT PUMPING AROUND,
DRAINAGE AREA
W
Z
6
0
2
SECTION A -A
<2%
1 OF 2
10, 000
2 % -5%
75
7,500
n L�
N
5, 000
10 % -20%
v
STANDARD
TEMPORARY CREEK
STD. NO.
REV.
W CROSSING DURING CONSTRUCTION
213
01- 9106 -05
03-9709-05
SYNTHETIC FIL TER
03-05
03 -05
0
,--- METAL FENCE POST
14 GAUGE MINIMUM
,, - -HOG WIRE (OPTIONAL)
EROSION CONTROL FABRIC
\I�
t � �
1
MAINTAIN ADEGUATE DISTANCE FOR
o yl SEDIMENT REMOVAL 6 MAINTENANCE
i
LOPE
EX. EARTH
SACKFILL AND
COMPACT THOROUGHL Y
SILT FENCE MUST BE ENTRENCHED AND
SECURED WITH COMPACTED SOIL. THE
"SLICING METHOD- MAY ALSO BE USED
TO INSTALL SILT FENCE (SEE NCOENR
N "EROSION AND SEDIMENT CONTROL.
DESIGN PLANNING AND DESIGN
MANUAL" SECTION 6. 62) .
USE COG STD #432 STONE DITCH CHECK
.FOR FENCE OUTLETS AT A MAXIMUM 100 FT
SPACING AND AT ALL NATURAL DRAINAGE
AREAS. (SEE SHEET 2 OF 2) .
NOTES
- SPACING OF POSTS USING HUG WIRE WITH APPROVED EROSION
CONTROL FABRICS TO BE 8'-0" ON CENTER.
- SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED ER05I0N
CONTROL FABRICS TO BE 6'-0 " ON CENTER.
POST., METAL T -POST 5'-0)" OR 6'-0 " IN HEIGHT DEPENDING ON FILL
SLOPE (MIN. 1.33 L SIL F STEEL CONSTRUCTION) .
FABRIC.' 3'-0" IN WIDTH ( UST BE STANDARD SPECIFICATIONS
FOR SIL T FENCE - AS TM D ) WI TH 12 " BURIED IN TRENCH.
STONE.' (IF USED) #4 WASi,I =D STONE PLACED 1' -0" DEEP AT SILT FENCE.
- SPLICES IN FABRIC SHOULD 3E OVERLAPPED A MIN, OF 4 FT.
- MAXIMUM DRAINAGE AREA = 114 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
-SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY
THE CONSTRUCTION INSPECTOR.
{.n
i•
i
v�
NO TES.-
1) EROSION 5TOlt17E TO BE "CLASS I " RIP -RAP UNLESS DESIGNATED DIFFERENTL Y ON
CONSTRUCTIONi PLAN,
2) PIPE SIZE AA0 AMOUNT NEEDED TO BE DETERMINED BY ENGINEER DN CONSTRUCTION
PLAN.
3) TEMPORARY S7-;3EAM CROSSING TO BE CONVERTED TO COG #214 UPON PROJECT
CONSTRUCTIOA COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS.
4) PUMP AND LIME SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
5) WIDTH OF CGA1 TRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
ANY OISTURBA AICE (S) EXCEEDING 40' MAY REGUIRE ADDITIONAL WA TER OVAL ITY PERMI TTING
OR MI TIGA TIO �
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING Pi;1MPING WHILE WORKING WITHIN THE STREAM,
2) INSTALL UPST.= EAM DAM, FILTER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A" WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET "B" WHEN NOT WORKING WITHIN
THE STREAM.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACK FLOW IN" O CONSTRUCTION AREA.
4) INSTALL PROP2SED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA,
5) INSTALL DEWA -ERING BASIN OR SIL r BAG AT TOP OF BANK. DEWA TER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN,
6) INSTALL THE _`O' X JO' SEDIMENT TRAP OR SIL T BAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FIL rER FABRIC, AND
TEMPORARY CMS. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS L � VEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD #214 IF CALLED
FOR IN THE CONSTRUCTION PLANS.
6) UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP AN ..A R N
D DE.r T E I G BASIN.
= 2OF2
N
r
m REV
V .
STANDARD TEMPORARY CREEK STD. NO.
x 01-9106-05
W Ni3 CROSS1 DURING CON57RUC710N �1 03-9709-05
an 03 -05
e3!�
8',0.
6 �ONAX
(SFF Z8G g AX�I�ITwIRF
Tp. HOtJT 8q�
� #4801
'k Stt1PE LEN�,��
C06 STD. #432 STONE DI "10H
CHECK TO BE USED FOR S LT
FENCE STONE OUTLET
ALL SIDE SLOPES ARE r_`.: 1
- STRUCTURAL STONE TO i_lc
'CLASS B' RIP -RAP
- 12" THICK LAYER OF #57
WASHED STONE FOR EROSION
CONTROL ON FACE
NO TES:
MAXIMUM
RETAINED`BY
AREA TO BE
SILT FENCE
GROUND
SLOPE
MAXIMUM
SLOPE
LENGTH
DRAINAGE AREA
W
(ft.)
(SO. FT,)
<2%
100
10, 000
2 % -5%
75
7,500
5 % -10%
50
5, 000
10 % -20%
25
2.500
>20%
15
1,500
1. NON - EROSIVE OUTLETS ARE TO BE PLACED IN THE SILT FENCE AS SHOWN ON
THE PROJECT ;PLANS AND AS DIRECTED BY THE CONSTRUCTION INSPECTOR.
2. NON -EROSI VE DU 7L ETS ARE TO BE L OCA TED A T AL L NA TURAL DRAINAGE
AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS.
3. THE MAXIMUM DRAINAGE AREA IMPOUNDED AT EACH OUTLET MUST NOT
EXCEED 114 X CRE.
N PASE 2 OF 2
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TEMPORARY CONSTRUCTION ENTRANCE /
DETAIL
REQUIREMENTS)
!
Know whaVs below.
Call before you dig.
1120 " � a wWy,
City of Creensb o 3Wnd�r round
Locat I6fd mlatio / quests
NO
COG Water Rrsuf r,ce� Qpt X73 -2033
GDOT Traffia�lt}11� ��r�b X73 -2606
i; ' „"���
COG /Guilfard f��.������� *a�f�., � 73 -2084
COG Water X373 -5855
Td sks�/���`� ont�s
GDOT Stor N/24r n`ar3'3 -2569
Y
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General Permit
DISTURBED f U' BE' EA
2.72 Acres
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CJ p "FE55I0 ire
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I
REVI ;;IONS
TYPE
W
20 ' PERM.
$
N
�— EASMENT (MIN.)
Uj
�10
y
+�I
TOP OF BANK
STREAM
FL ON
ROADWAY
TOB
I !
NA TURAL
z
GROUND RIP -RAP
CROSSING TYPICAL
2013 -063
PIPE
SYNTHETIC FIL TER
FABRIC
SHEET NO.
PLAN
WATER
TOP OF BANK RIP RAP SHALL NOT
DRAINAGE DITCH EXTEND ABOVE NORMAL
OR SMALL STREAM HIGH WA TER MARK
adt, f
,:.: "- _� t :: _ �• SYNTHETIC FILTER
EX. IN V. r FABRIC (AS PER
CHECKED BY APL EROSION CONTROL DETAILS
CREEK 3' NCDOT SPEC #1055,
d.o -
F TYPE -2)
CROSSING PIPE
16" CLASS I
RIP -RAP
.SECTION A-A
NO
TES;
1)
PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2)
CLASS I RIP -RAP TO BE LAID MIN, 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
(AS DIRECTED BY ENGINEER).
3)
CLASS II RIP -RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER) .
4)
AS PROJECT IS STABILIZED PLACE SYNTHETIC FILTER FABRIC 6 SPREAD ALL EXISTING
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED,
5)
ANY REGUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF
MATTING OR APPROVED VEGETATIVE COVER,
,STANDARD PERMANENT CREEK STASIL IZA T.ION
STD. NO.
REV.
214
01 -91 06 -05
03 -97
Nr M MAINTENANCE CROSSING
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WIFN
MAI
TEMPORARY CONSTRUCTION ENTRANCE /
DETAIL
REQUIREMENTS)
!
Know whaVs below.
Call before you dig.
1120 " � a wWy,
City of Creensb o 3Wnd�r round
Locat I6fd mlatio / quests
NO
COG Water Rrsuf r,ce� Qpt X73 -2033
GDOT Traffia�lt}11� ��r�b X73 -2606
i; ' „"���
COG /Guilfard f��.������� *a�f�., � 73 -2084
COG Water X373 -5855
Td sks�/���`� ont�s
GDOT Stor N/24r n`ar3'3 -2569
Y
t'
General Permit
DISTURBED f U' BE' EA
2.72 Acres
n n •. 1 ta
{.1 fir
F
CJ p "FE55I0 ire
2
h
Y
i� +, (< � t ti �•
I
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REVI ;;IONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DATE
BENCH MARKS
JOB No. P- 05365 C I T Y O F G R E E N S B O R O
a
DESIGNED FEB. 2014 BY BAP E N G1 N E E R1 N G D I V I S I O N
ROADWAY
z
SEWER
2013 -063
12 -5 -2012
DETAILED BY 6MB DUNSTAN ROAD SANITARY SEINER OUTFALL
SHEET NO.
WATER
CHECKED BY APL EROSION CONTROL DETAILS
of
SIDEWALK
o
SCALE: AS NOTED
r � O