HomeMy WebLinkAboutC4.2 Details0
d (MIN)
27' E SMALLER
3
50' TO 60'
4
66" LARGER
6
0
d VAIN)
27' f SMALLER
4
30' TO 60'
4
64' 4 LARGER
4
FITTING
REARING AREA
REQ'O.
0 -45
2.0 SQ. FT.
BEND
45 -90'
5.5 SQ. FT.
bEND
0
S
N
E
8
I-
0
L
EDGE OF PAVEMENT. CURb
GUTTER OR SIMILAR STRUCTURE
IN THE PUBLIC RIGHT -OF -WAY
LEGEND
bc= OUTSIDE DIAMETER
0= INSIDE DIAMETER
d= DEPTH OF bEDDING
MATERIAL bELOW PIPE
MANHOLE STEPS
AT 16' MAX. ON CENTER.
(SEE DETAIL)
PRECAST MANHOLE
SECTION
GROUT SLOPE
DISTANCE DEFINED
by O.O.T. REQUIREMENT
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE "b" bORROW OR
EQUIV. GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DEN SITY FOR ENTIRE
TRENCH bACKFILL
1/2" CEMENT
MORTAR
0
4' MIN.
MIN. 6' TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
NOTE:
ALL INITIAL bACKFILL SHALL
bE INSTALLED IN 6 T012"
bALANCED LIFTS.
A MINIMUM 9' OF CLEARANCE
SHALL bE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
DEPTH OF bEDDING
MATERIAL bELOW PIPE
REINFORCED CONCRETE PIPE (RCP)
lFDD IN4 DETAIL
NOT TO SCALE
SEE PLANS OR STRUCTURE DATA
TAbLE FOR TYPE OF CASTING
Gi
or
ADE
5' MIN. g. o: Asti n000
COVER ..A n
#4bARS•6 O.C.
6" "b' bORROW BOTH WAYS
TOR PRECAST bOTTOM ONLY)
MAN H OLE TYPE,,." C"
C STORM SEWER
NOT TO SCALE
CONCRETE GRADE D RINGS AISE TO FINISH
G 1 MA, ALLOWABLE HEIGHT OF RISE
PRECAST ECCENTRIC CONE
CONCENTRIC CONE OR
PRECAST COVER.
4" MIN.
6
bARREL SECTION -48' DIA.
ASTM C -478 CLASS A
REINFORCED CONC. PIPE
4000 PSI
rW
3
0
11-
1 b
CEMENT
GROUT
MIN. 12'
1 /6bc
d
PIPE THIcKNES5
/0 +2
IF NOT WITHIN 5' Or EDGE OF
PAVEMENT: USE b bORROW
COMPACTED TO 90% STANDARD
PROCTOR DENSITY TO 1/6 OF
PIPE DIAMETER AND REGULAR
bACKFILL TO TOP OF TRENCH
HYDRANT STYLE AND PATTERN
TO BE AS SPECIFIED
bURY LINE MARKED
ON HYDRANT
FINISHED GRADE
CLEAN +r'9 GRAVEL
OR CRUSHED
STONF bACKFILL
TO 12 ABOVE PORTS,
AND 12' BELOW BASE
OF HYDRANT
TOP OF CONCRETE
TO bE bELOW
DRAIN PORT
CONCRETE
BACKING
FLAT STONE OR
CONCRETE
bUTri RUbbER bASE
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC
RIGHT -OF -WAY
C.L. MANHOLE FRAME AND COVER
NEENAH R1T12 -b -SP OR EQUAL
UNLESS OTHERWISE NOTED.
EXTERIOR bACKPLASTER
MANHOLE STEPS AT 16"
ON CENTER (SEE DETAIL)
GROUT FILL
MINJMUM SLOPE
1/2 PER FOOT
3' MINIMUM
MIN. a' UNDER PIPE
12' OF 12 STONE bEDDING
UNDER bASE
IF WITHIN 5' OF EDGE OF
PAVEMENT, USE -8 CRUSHED
STONE OR APPROVED EQUIV.
CLASS I bEDDING MATERIAL
HAND TAMPED OR WAi.KED INTO
PLACE TO MIN. OF 1i AbOVE
TOP OF PIPE, AND "b BORROW
COMPACTED TO 95% STANDARD
PROCTOR DENSITY TO TOP OF
TRENCH.
LEGEND
bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d= DEPTH OF bEDDING
MATERIAL bELOW PIPE
HYDRANT.. M l6 DETAIL
NOT TO SCALE
CAST C
C
C SANITARY
NOT TO SCALE
NOTE:
MIN. 6' TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PAVEMENT
ALL INITIAL bACKFILL SHA1.1
bE INSTALLED IN 6 T012
bALANCED LIFTS.
A MINIMUM 9' OF CLEARANCE
SHALL bE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
DEPTH OF bEDDING MATERIAL bELOW PIPE
PLASTIC PIPE PVC HOPE) bEDDING DETAIL
NOT TO SCALE
MOUNT PUMPER NOZZLE TOWARD
ROADWAY
NOT TO EXCEED 12'.
CONCRETE GRADE RINGS UTILIZED
TO RAISE TO FINISH GRADE
K ALL RING'S E CASTING.
BETWEEN
PRECAST ECCENTRIC CONE TOP
UTILIZE KEN -SEAL NO. 2
ANO RING JOINT
(SEE DETAIL)
BUTYL RUbbER bA1E EXTERIOR
BACK PLASTER 6 ABOVE AND
bELOW JOINT
bREAK OUT TOP HALF OF PIPE
AFTER MANHOLE IS CONSTRUCTED
OR FORM NEAT CHANNEL AS SPEC..
TOP OF CONC. bASE AT
SPRING LINE OF PIPE
WHERE POURED IN PLACE.
+4.12' O.C. bOTH WAYS
MIN. 12"
IF NOT WITHIN 5' Of'
EDGE OF PAVEMENT,
USE 18 CRUSHED STONE
OR APPROVED EQUIV.
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE TO MIN.
OF 12" AbOVE TOP OF
PIPE, AND REGULAR
bACKFILL TO TOP OF
TRENCH.
PRECAST CONC. OR POURED IN
PLACE bASE.
NOTE: PROVIDE A NEOPRENE CONICAL -TYPE FLEXIBLE
SEAL FOR ALL PIPE TO MANHOLE CONNECTIONS.
SEAL SHALL MEET ASTM C 445
bACKFILL PER
SPECIFICATIONS
CONCRETE COLLAR
bEDDING MATERIAL
111611 III
iii iii ii i=
111 iI iii 7 r iii-
i iii ii�in I
TOP VIEW
THRUST bLOCK DETAIL
NOT TO SCALE
PLAN
EXITING GROUND
AT PIPE
0
45' WYE FITTING v
45' ELbOW
SEWER MAIN
ELEVATION
LATERAL DETAIL
NOT TO SCALE
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID,
NEENAH R-1974 OR EQUAL
45' bEND
1/40
CONCRETE CRADLE
CLEANOUT DETAIL
NOT TO SCALE
NOTE: CLASS 'A' BEDDING TO bE UTILIZED FOR
AU. CLEANOUT INSTALLATIONS (SEE DETAIL)
iI1- 1I1= t I1= 1I1 1If =1I1
I 1 =1 11 =1 11 1 11 =1 11 =1 1 1
=1 11 1 11 1 1 =1 11 11 1
=1 1 1 =1 11 =1 11 =1 11 =1 I I I i,
d I 1 =1I1 =1 III
1= 1T_I -1I
BEARING AREA
I I—
SIDE VIEW
LATERAL
300
275
250
225
200
SLOPE 175
LENGTH 150
FT.
125
100
75
50
25
sl D b p,G L...ET
NOT TO SCALE
A
r_
5'
NOTES:
1. SANDBAGS OF EITHER bURLAP OR WOVEN
GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL,
LAYERED AND PACKED TIGHTLY
2. bAGS SHALL bE LAYERED 2 OR 5 HIGH
5. LEAVE ONE SANDBAG GAP IN THE TOP ROW
TO PROVIDE A SPILLWAY FOR OVERFLOW.
4. SANDBAG'S TO bE USED AFTER PAVEMENT IS
INSTALLED. PRIOR TO PAVEMENT INSTALLATION,
STRAW bALE PROTECTION TO bE USED.
5. SANDbAGS SHALL BE PLACED AND MAINTAINED
AROUND NEWLY CONSTRUCTED DRAINAGE STRUCTURES
TO PREVENT SILT AND DEBRIS PROM ENTERING DOWNSTREAM
DRAINAGE FACILITIES DURING ALL CONSTRUCTION AND
SHALL REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED.
x
x
x
1 STAPLE PER SQ. YD. 11/2 STAPLES PER SQ. YD.
GENERAL 'STAPLE RECOMMENDATIONS
b
A
C
b
A
C
b
C
C
4 :1 5:1 2:1
SLOPE GRADIENT
SAND SAGS
EROSION CONTROL MAT INSTALLATION GUIDE DETAIL
NOT TO SCALE
EXTEND FAbRIC
WIRE TO 4" BELOW
SURFACE
x
x
x
x
x
x
1 :1
FILTER FABRIC
b
NON WOVEN
GEOTEXTILE
FAbRIC
FLOW
3'
CHANNEL
LINING
If /a
tV
NOTES
CHANNEL LININGS UTILIZE STAPLE PATTERN 'C'
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER LINE.
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL.
AT SLOPE LENGTHS GREATER THAN 500 FEET OR WHERE DRAINAGE
OVER LARGE AREAS IS DIRECTED ONTO THE bLANKETS. STAPLE
PATTERN "C" SHOULD bE UTILIZED.
SPACE POSTS PER
I MANUFACTURER �1
RECOMMENDATIONS
—=III =III
WIRE
WOOD POST
3'
x
ADDITIONAL STAPLES AS REQUIRED
DUE TO DEPTH OF FLOW
2 STAPLES PER SQ. YD.
SILT FENCE CONSTRUCTION
NOT TO SCALE
C
II17 II III I I I=I I
NOTE:
POSTS SHALL HAVE A MINIMUM LENGTH OF
36 INCHES PLUS bURIAL DEPTH. POST MATERIAL
SHALL bE WOOD, STEEL, OR SYNTHETIC, AND SHALL
bE
LOADS OF S UFFICIENT STRENGTH TO RESIST DAMAGE
DURING INSTALLATION AND TO SUPPORT APPLIED
FAbRIC SHALL bE A WOVEN GEOTEXTILE FAbRIC
CONSISTING OF STRONG, ROT RESISTANT,
MATERIALS RESISTANT TO DETERIORATION FROM
ULTRAVIOLET AND HEAT EXPOSURE.
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
01 /06/03
KAM
DCG
IN 2003 --0113
REVISIONS
SHEET NO.
C4.2
OF
I N 2003.0113.071.0 21.S P.dwg