HomeMy WebLinkAbout05050047.4EX. LAKE
NORMAL POOL ELEV- 905.50
100 YEAR ELEV- 908.57
BOTTOM ELEV- 897.50
E9
908 I b. b. b. d. 9
903
904
EX ISTING
C AYBORN E FARMS
SCALE: 1"=50' HOR.
1 " =5' VERT.
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901
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STRUCTURES
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STEPS
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SIZE
wo
TO INVERT
0
EXISTING GRADE 7 d
FULL DEPTH
~
PROPOSED GRADE
0)
DESIGN
APPROVAL
BACKFILL
Z
-1
d
Z
mo
NO
I
910.28
909.51
O
908.95
MH /BOX
0
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15" R.C.P. E.
36 "x36"
0.40%
DESIGN
APPROVAL
INV.= 908.95
7
QCU
24" OR
DESIGN
L'°
Q
d
PROPOSED GRADE
LARGER
APPROVAL
APPROVAL
24" or
LARGER
ou
MH /BOX
DESIGN
APPROVAL
Yes **
Yes
Yes
Z 0
o
EXISTING GRADE
QC
EX. 12" R.0
12" R.C.P..
105 L.F.
INV. =910.5
0.30% 15" R.C.P.
192 L.F. 0.30%
1 0.30% 18" R.C.P.
221 L.F.
15 R.C.P. N.
� _
v � � � � 908.95
908.63
908.95
HYDRAULIC GRADE
15" R.C.P. NW.
INV.= 909.61
INV. = 908.95
901
920
P.
E.
910
EX. 45'
(1/2) R/W
SCALE: 1"=50' HOR.
1"=5' VERT. �,
o �
0
STRUCTURES
N
Z
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900
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12" R
.P. Z
920
P.
E.
910
EX. 45'
(1/2) R/W
SCALE: 1"=50' HOR.
1"=5' VERT. �,
920
910
1`.
1�
IN
SCALE: 1"=50' HOR.
1"=5' VERT.
920
o �
0
STRUCTURES
N
Z
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—
N
Ld
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ZII
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WILL REQUIRE
STEPS
0
SIZE
QU
TO INVERT
FULL DEPTH
EXISTING GRADE 7 d
FULL DEPTH
~
GRANULAR
PROPOSED GRADE
DESIGN
APPROVAL
BACKFILL
I
I
128 L.F. 0.50% 12" R.C.P.
12" to 21"
909.61
128 L.F 0.40% 12" R.C.P.
DESIGN
APPROVAL
I
910.28
909.51
R.C.P. W.
908.95
MH /BOX
R.C.P. E.
909.00
Yes
.= 909.61
15" R.C.P.
HYDRAULIC GRADE
18' R.C.P. s
No
13 L.F.
Yes
15" R.C.P. E.
36 "x36"
0.40%
DESIGN
APPROVAL
INV.= 908.95
Yes
15" R.C.P.
24" OR
DESIGN
920
910
1`.
1�
IN
SCALE: 1"=50' HOR.
1"=5' VERT.
920
CURB INLET TABLE
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STRUCTURES
N
On
LESS THAN 48"
N
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Orn
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PIPE
ZII
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WILL REQUIRE
STEPS
0
SIZE
INVERT
TO INVERT
SPECIAL DESIGN
PROPOSED GRADE
FULL DEPTH
EXISTING GRADE
12" to 18"
GRANULAR
DESIGN
APPROVAL
BACKFILL
I
I
128 L.F. 0.50% 12" R.C.P.
12" to 21"
909.61
DESIGN
APPROVAL
No
910.28
Yes
R.C.P. W.
71L. HYDRAULIC GRADE
MH /BOX
R.C.P. E.
0.50%
Yes
.= 909.61
15" R.C.P.
24 "x36"
CURB INLET TABLE
* PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX
'* INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.20'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER
RING (NO MORE, NO LESS) TO ESTABLISH PLAN CASTING GRADE
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
NOTE:
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE- DRAINS TO WATERWAY ".
SPECIAL NOTE:
STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A
M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED.
SPECIAL NOTE:
STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE:
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
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NOTE:
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS
MORE STRINGENT COVER REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
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SHEET NO
STRUCTURES
STRUCTURES
ANGLE AND
LESS THAN 48"
GREATER THAN
QUALITY OF PIPES
CURB
CASTING
PIPE
FROM T/C TO
48" FROM T/C
WILL REQUIRE
STEPS
CASTING
*3501 TL
SIZE
INVERT
TO INVERT
SPECIAL DESIGN
REQUIRED
*R -3501 N
& TR
12" to 18"
24 "x24"
DESIGN
APPROVAL
No
Yes
Yes
12" to 21"
30 "x30"
DESIGN
APPROVAL
No
Yes
Yes
18" to 21"
MH /BOX
DESIGN
APPROVAL
Yes
Yes
Yes
21" to 27"
24 "x36"
DESIGN
APPROVAL
No
No
Yes
12" to 24"
36 "x36"
DESIGN
APPROVAL
No
Yes
Yes
24" OR
DESIGN
DESIGN
No
No
Yes
LARGER
APPROVAL
APPROVAL
24" or
LARGER
MH /BOX
DESIGN
APPROVAL
Yes **
Yes
Yes
* PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX
'* INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.20'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER
RING (NO MORE, NO LESS) TO ESTABLISH PLAN CASTING GRADE
ALL EXISTING OFF —SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
NOTE:
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP NO WASTE- DRAINS TO WATERWAY ".
SPECIAL NOTE:
STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A
M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED.
SPECIAL NOTE:
STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE:
COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
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CD 00
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SCALE: 1"= 50' /Ld
V Ln
Z �
Ln
V / 00
Z
O I� w
S
U V)
NOTE:
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY
THAT HAS JURISDICTION OVER THE INSTALLATION HAS
MORE STRINGENT COVER REQUIREMENT, THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
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SHEET NO