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DB 1051, PG. 615 EXISTING se
WEIR
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SEWER OR STORM DRAINAGE.
1) CONSTRUCTION PLANS SHALL BE APPROVED BY GREENVILLE UTILIT[ S COMMISSION (GUC) AND THE CITY OF
GREENVILLE PRIOR TO THE CONSTRUCTION OF ANY SANITARY SEW DRIVEWAY EXISTING,,...
2) ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF GFEENVILLE MANUAL OF STANDARD DESIGNS MH
AND DETAILS AND THE MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM AGRICULT URIL
EXTENSIONS FOR GUC.
RURAL HOMESTEAD
3) ALL LOTS SHALL EQUAL OR EXCEED THE MINIMUM DEVELOPMENT S7.ANDARDS OF THE CITY OF GREENVILLE
ZONING ORDINANCE.
4) SANITARY SEWER AND ELECTRICAL SERVICE PROVIDED BY GREENW - LE UTILITIES COMMISSION.
'
5) EROSION CONTROL PLAN APPROVAL IS NOT REQUIRED PRIOR TO C C INSTRUCTION DUE TO THE DISTURBED AREA fin,
BEING LESS THAN ONE (1) ACRE IN SIZE. PEOPLES BAPTIST
6) ALL UTILITIES SHALL BE UNDERGROUND. TEMPLE OF
7) BOUNDARY AND TOPOGRAPHIC SURVEY BY PARKER AND ASSOCIATES LAND SURVEYING.
8) ANNEXATION REQUIRED PRIOR TO RECORDATION OF THE FINAL PLA7. GREENVILLE NC
9) OUTFALL ACREAGE FEES ARE DUE TO GREENVILLE UTILITIES COMMISSION. DB M-50, PG. 478
10) NO SEWER SERVICE SHALL BE PROVIDED FOR LOTS WITHIN THIS PROJECT UNTIL ALL THE NECESSARY SEWER
FACILITIES TO SERVE THIS PROPERTY HAVE BEEN INSTALLED, PLACED IN SERVICE AND ACCEPTED FOR
MAINTENANCE BY GREENVILLE UTILITIES COMMISSION.
11) A SURETY SHALL BE PROVIDED FOR ALL SANITARY IMPROVEMENTS'NHICH ARE NOT COMPLETED AND ACCEPTED
BY GUC PRIOR TO RECORDATOIN OF THE FINAL PLAT. Rl ESCHOOLl
P
12) '
GUC GAS /UTILITY EASEMENT IS 10- IN WIDTH AND CENTERED OVER GAS LINES AS INSTALLED.
13) ALL STREAM CROSSINGS & RIPARIAN BUFFERS MUST BE APPROVED BY DWQ.
14) THIS PROPERTY IS LOCATED IN ZONE "X" AS SHOWN ON FIRM PANEL NUMBER 3720 4666 OOJ, COMMUNUNITY
NUMBER 370191, DATED JUNE 8, 2011 (PRELIMINARY).
I TOTAL AREA 1.2919 A
[—PARCEL A PORTION OF 142
ZONING CN
NUMBER OF LOTS 1
LINEAR FEET IN STREETS 0000 FT
AREA IN STREETS 0.00 AC
AREA IN OPEN SPACES, RECREATION, ETC 0.00 AC
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MANHOLE RING
AND COVER
FINISHED GRADE (SEE NOTES)
TYPICAL MANHOLE STEPS
(@ 16" 0 /C)
PRECAST
ECCENTRIC CONE
FLEXIBLE SLEEVES AT
POINTS OF PIPE ENTRY.
(SEE SPECS.)
GROUT
CHANNEL
PRECAST BASE
(EXTENDED BASE SECTION
FOR MANHOLES GREATER
THAN 12' DEEP)
4000 PSI CONCRETE — •�
12" MIN, CRUSHED
AGGREGATE BASE
SEE SPECS
FOR JOINT
REQUIREMENTS
F�
TOP OF PAVEMENT
1/2" GROUT
1 -GRADE RING
(SEE NOTE)
DEPTH VARIES
AS REQUIRED
(SEE PLAN)
SLO DE (1" ?ER 12 ")
6"
MIN.
1 6"
NOTES:
1) WHEN INSTALLED IN PAVEMENT
MANHOLE TOP SHALL BE FLUSH
WITH PAVEMENT.
2) THE DISTANCE FROM THE TOP
OF MANHOLE RING AND COVER
AND FINISH GRADE MAY VARY
WIDELY. (SEE PLAN)
3) EXTEND PIPE INSIDE MANHOLE
WALL 2" DEPENDING ON PIPE
SIZE.
4) MIN. (1) GRADE RING REQ'D.
IN NON -PAVED AREAS. NO
GRADE RING REQ'D. IN PAVED
AREAS EXCEPT AS NECESSARY
TO MEET FINISH ELEVATION.
5) NO MORE THAN (2) GRADE
RINGS SHALL BE INSTALLED.
UNDISTURBED GROUND
MANHOLE DETAIL OVER 12'IN DEPTH
PIPE SIZE
"D"
LESS THAN 20"
4'-0"
20" OR GREATER
5'- 0"
30" OR GREATER
6-0"
FINISH GRADE
I MAL
BACKFILL
PRING
•
LINE SELECT
BACKFILL
To
• •• • REQ'D.)
• •- •-•
• . . . .I
MANHOLE RING
"D"
AND COVER
4'-0"
FINISHED GRADE (SEE NOTES)
TDP OF PAVEMENT
/
2'- 0" t.2" GROUT
1 -GRADE RING
TYPICAL MANHOLE STEPS
(� -EE NOTE)
N
u
SEE SPECS :FOR JOINT REQUIREMENTS
PRECAST
(CONCEh'TRIC ON LESS THAN 12')
ECCENTRIC CONE
N
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DEPTH VARIES
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AS REQUIRED
POINTS OF PIPE ENTRY.
---- - -- - - --- - (SEE PLAN)
(SEE SPECS.)
"D"
GROUT
CHANNEL
fir-
SLO E (1" PER 12 ")
PRECAST BASE
E
0Z
1
4000 PSI CONCRETE —►
6"
12" MIN. CRUSHED
\
ui
100% COMP CTIO i
AGGREGATE BASE
>
NOTES:
1) WHEN INSTALLED IN PAVEMENT
MANHOLE TOP SHALL BE FLUSH
WITH PAVEMENT.
2) THE DISTANCE FROM THE TOP
OF MANHOLE RING AND COVER
AND FINISH GRADE MAY VARY
WIDELY. (SEE PLAN)
3) EXTEND PIPE INSIDE MANHOLE
WALL 2" DEPENDING ON PIPE
SIZE.
4) MIN. (1) GRADE RING REQ'D.
IN NON -PAVED AREAS. NO
GRADE RING REQ'D. IN PAVED
AREAS EXCEPT AS NECESSARY
TO MEET FINISH ELEVATION.
5) NO MORE THAN (2) GRADE
RINGS SHALL BE INSTALLED.
• • -•
MANHOLE DETAII UNDER 12'IN DEPTH
PIPE SIZE
"D"
LESS THAN 20"
4'-0"
20" OR GREATER
5'- 0"
30" OR GREATER
61-01,
FINISH GRADE
FINAL
BACKFILL
INITIAL
BACKFILL
T SPRING LINE
GRANULAR EMBEDMENT ZONE
HAUNCHING
(NO. 57 �6TONE BEDDING)
PIPE GRADE
BEDDING14" MIN.) • /
FOUNDATION /���
• • •
(SEE SPIECS)
SEWER TRENCH SECTION DETAIL,
• . PIPE
(NOT INCLUDING TRUSS)
V
NOTE:
INVERT FOR SERVICE LINE IN MANHOLE
HANDLED SAME AS CARRIER PIPE.
STEEL TROWL FINISH
2 -WAY 3 OR 4 -WAY
STRAIGHT INTERSECTION INTERSECTION
NOTE:
ACCURATELY SHAPE THE INVERTS TO A SMOOTH SEMI - CIRCLE CONFORMING TO THE
INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS. ALL ENTERING BRANCHES AND
CHANGES IN DIRECTIONS SHALL BE FORMED BY A CIRCULAR CURVE IN THE INVERT
OF AS LARGE OF A RADIUS AS THE SIZE OF THE MANHOLE WILL PERMIT. CHANGES
IN SIZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY AND EVENLY, THE
INVERT CHANNELS SHALL BE FORMED DIRECTLY IN THE CONCRETE OF THE MANHOLE
BASE OR SHALL BE BUILT UP WITH BRICKS AND MORTAR. THE FLOOR OF THE MANHOLE
OUTSIDE THE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD THE CHANNELS
NOT LESS THAN ONE INCH PER FOOT, NOR MORE THAN TWO INCHES PER FOOT.
MANHOLE INVERT DETAIL
SHED GRADE
BACKFILL ---
°" 1 GRANDULAR
EMBEDMENT
HAUNCHING - .° ZONE
PIPE ° GRADE #57 STONE
BEDDING 4" MIN. BEDDING
walSo �At° °
FOUNDATION
OR # 57 CRUSHED STONE) STONE STONE TO BE THOROUGHLY
COMPACTED UNDER PIPE.
SERVICE TRENCH SECTION DETAIL
FOR PVC SANITARY SEWER SERVICE PIPE
(SCH40 DWV)
PLACE CLEANOUT 1/2" - 3/4"
BELOW FINISHED GRADE -
SCH 40 PVC DWV
SEWER SERVICE PIPE
@ 1.0% MIN. GRADE
(ASTM D -2665, D -1785)
TO PUBLIC SEWER
CLEANOUT -
COMBINATION WYE
AND 1/8 BEND
BRASS COUNTERSUNK
CLEANOUT PLUG
TO BUILDING
CLEANOUT i ETAIL
FOR CLEANOUTS LOCATED WITHIN GRASSED AREAS
- V x 1'x 6" THICK
CONCRETE PAD
AROUND CLEANOUT
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