HomeMy WebLinkAbout07 Site & Drainage Details C6MN
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METERS
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COY 20' RISER,
4• pe 3-1/2 LID,
FORD METER I3C04 CO
TYIFE T 43 &NAL! LC
n,i/AomisrER stip•i6 co.404
FOR 24' RISER, 4 DE.TI4
12
DIA. LID.
PIT
ornroomeo mom
24' 0.1111111401112 Mem
"'cm
:fr?r T.Ane4 OX CO. reit
YOKE FOR 3/4 FIVER
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VALVE*
ViZiVr
YALVE11 FOR Cos* tow.
=E
VALVES FOR IFICF: 1.1115843,.
sir
3/4. FON !Or METER
1.104 FOR l' METE*
I FOR 5/4' FETER
0ERVIGE LINE
turf
5/4• FOR E/IF !VIER
t• FOR I/4 .-1ETER
Ht/4. Pow t* METER
PRai- 4 0102- 020
TE
3-22 -01
REV.
O.D./4
MIN 4"
0.D./4
MAX 8"
X 4 EIT:
PAW
CHECKED fIY:
SHEET:
PIPE SIZE
8" TO 15"
18" OVER
BEDDING BELOW THE
PIPE BARREL
O.D./4
MIN 4"
0.D./4
MAX 8"
SCALE: 3/8
SCALE: 3/8" 1'-O"
SCALE.: J/8 -0
12"
TOE-PLATE EXTENTIONS ARE REQUIRED FOR ALL END-SECTIONS.
AL END SECTION DETAIL
MINIMUM or 64 TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
OR PAVEMENT
NOTE:' ALL BEDDING INITAIL BACKFILL
SHALL BE. INSTALLED IN 6' 12"
BALANCED LIFTS
A MINIMUM 9" OF CLEARANCE.
SHALL. BE PROVIDED ON EACH
SIDE OF THE INSTALLED 'PIPE
P. PIPE. TRENCH. DETAIL (WITHIN 5' FROM PVMT.)
REINFORCED
EDGE
TOE PLATE
EXTENSION (SEE NOTE 1
REINFORCED
EDGE
TOE. PLATE
EXTENSION (SEE NOTE #1)
13' BORROW OR EQUIV. GRANULAR MATERIAL
COMPACTED TO 95 STANDARD PROCTOR
DENSITY
MINIMUM OF 6" TOPSOILOVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
'8' BORROW OR EQUIV. GRANULAR MATER!
COMPACTED TO 90 STANDARD PROCTOR
DENSITY
1 B' BORROW 'OR EQUIV. GRANULAR MATERIAL VV
COMPACTED 'TO 85 STANDARD PROCTOR
DENSITY
NOTE: ALL. BEDDING INITAIL BACKFJLL
SHALL BE INSTALLED IN 6 12"
BALANCED LIFTS
A- MINIMUM, 9" OF CLEARANCE
SHALL BE 'PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE
12-
P. PIPE TRENCH DETAIL (MORE THAN 5' FROM PWT.)
AL
INITIAL BACKFILL 6" OF HAND
MINIMUM WIDTHW/
1.25(0.D.)+12"
PLACED NATIVE MATERIAL
WITH SOLIDS NO LARGER
THAN 2-3 INCHES IN DIAMETER
WALKED IN FOR COMPACTION
#8 CRUSHED STONE OR #8
FRACTURED FACED AGGREGATE
HAND TAMPD OR WALKED IN TO
1/2 O.D. 6 PER SPECS.
4" MIN
SCALE: 3/8" 1 '-0"
SCALE: 3/8" 1
ALL SILT FENCES ARE
TO BE PLACED AT TOE
OF SLOPE PERIMETER
OF GRADING AREA
EXCAVATE 4" .x 4'
TRENCH UPSLOPE
ALONG POST
GRADE'
SILT FENCE DETAIL
SCALE: 3/8" -0"
(Bram THE BARREL)
NOTE:
SCAT F: .3/8" 1 (1"
C
12" #8 CRUSHED STONE OR
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED IN TO 1/2" 0.D.,
2" O.D. PER SPECS.
MIN
(BELOW THE BARREL)
#8 CRUSHED, STONE OR
#8 FRACTURED FACE AGGREGATE
HOLE XCAVATFD
BEDDING V DETAIL
PCV,HDPE PVC_ COMPOSITE PIPE
SLOPE
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENTS OF
INDIANA DEPARTMANT
F HIGHWAYS.
MECHANICAL COMPACTION
0 95% PROCTOR DENSITY)
STANDING CURB
TYPES OF STORM SEWER CASTINGS
SILT FENCE SHALL BE, INSTALLED BEFORE
EARTH MOVING ACTIVITIES TAKE PLACE
AND SHALL REMAIN UNTIL PERMAN-
FENCE POSTS ENT SEEDING HAS TAKEN HOLD.
CONTRACTOR SHALL INSPECT FENCES DAILY
TO INSURE SEDIMENT IS NOT ENTERING
WATERWAYS OR SEWERS.
ATTACH FILTER FABRIC
TO WIRE FENCE EXTEND
IT INTO TRENCH
STAPLE WIRE FENCING
TO FENCE POSTS
(BACK FILL COMPACT
EXCAVATED SOIL
INTO TRENCH)
P k
NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
STRAW BALE SEDIMENT TRAP
T.C. ELEVATION
NEENAH R-3286 OR R-3286-8V
PLAN VIEW
TYPICAL 2" x 2" WOODEN STAKE
I ELEVATION
USE AT ALL EXISTING INLETS AND AT ALL OTHER
DURING CONSTRUCTION.
STAW 13ALES SHALL BE INSTALth5 WHEN
THE CATCH BASIN IS INSTALLED
AND SHALL RE-MAIN UNTL PERMAN-
ENT SURFACE IS INSTALLED.
CONTRACTOR SHALL INSPECT DAMS DALY V
TO INSURE SEDIMENT IS NOT ENTERING
STORM STRUCTURES, WATERWAYS, OR SEWERS.
TYP. STRAW BALE
-PAVEMENT
(3 STAKES PER BALE
GRADE
INLETS AS NEEDED
2:1 SLOPE
OR LESS
ON ALL SIDES
coittmerto tka.t. iralLear MEM
REOUIRINQ EROSION CONTROL BLANKETS
WEEKLY TO INSURE SEEDING TAKES HOLD.
ALL AREAS THAT W TO BE RSEEC43)
SHAU- BE DONE AS OUKXLY A8 PRACTICAL
GRASS 9E SHALL BE WATS:ED AS
NECESSARY TO PROMOTE OROWTH.
2/
4'
1
CATCH BASIN
SCALE: 1/ '2 I '-0"
STAPLE PATTERN DETAIL
r(i S C A I
GRADE
tl■
USE A COMMON ROW OF
STAPLES ON ADJOINING
BLANKETS
34"
22"
STORM INLET 6EDIMIENT TRAP
INVERT 12" R. C. P.
#3 BARS 12" O.C. EACH WAY
NOTE: USE INDEPENDENT CONCRETE PIPE CORP. INLET TYPE A OR EQUAL.
USE 4 STAPLE'S ACROSS AT THE START OF EACH ROLL
AND CONTINUE TO STAPLE THROUGHOUT THE LENGTH
OF THE ROLL. (100) STAPLES MINIMUM PER ROLL.
T. O. C. NEENAH IRON GUTTER
INLET FRAME AND GRATE
BLOCK
C5
STANDARD SERVICE LINE INSTALLATION
%07 TO SCALE (IRRIGATION ONLY)
PVB INSTALLED 12" ABOVE HIGHEST SPRINKLER HEAD
NO FITTING ALLOWED FROM HS VALVE TO PVB
EXISTING R ADWAY
(ASPHAL
NOT '10 SCALE.
CORPORATION COCK
PURNI SHED AND
INSTALLED EST 1111.C.
rmtopearr LINE
nrtt
MVP, PURINfe•er, I GET SY TUC.
2. YOKE INCLUDING ANGLE C.OMPRSSSION
VALVES PLIR4ISI4ED TO F.LUMESER Err 111.14.
3. ALL SERVICE LINES HAV E 4-1/2 Pit OP
co. ER QEGUARDLESS OF 71-1E WATER MAIN Mork
4. LOCATE METER PIT will" CP CC PROPERTY LINE
THE LOCATION MIST ACCE0611311 ANC IN A
LEVEL PLACE.
PIT SMALL, I4DY e LOCATED IN A pitivsisAy.
3' FROM
BUILDING
(TYP)
1 /8 BEND
NOT TO SCALE (FOR 5/8", 3/4" 1" METERS IN ONE PIT)
A MIN1MUN 4" DIA. PIPE CLEANOUT
SHALL BE INSTALLED WITHIN
(3) FEET OF OUTSIDE BUILDING WALL
A PLUG SPECIFIED BY THE PIPE
MANUFACTURER SHALL BE USED TO
ENSURE 100% WATERTIGHTNESS.
1 /8 BEND
SERVICE WE
mots< prierfe up. MI
POUR (4) &RICKS
STANDARD SERVICE LINE INSTALLATION SETTING ii
TRUNK LINE
LATERAL MINIMUM
SIZE= 6—
BUILDING
LATERAL
MINIMUM
SIZE' 4"
COMPACTION OF GRANULAR
BACKF1LL IS CRITICAL UNDER
WYE AND BEND, IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF 6"
OF CLASS B CONCRETE AROUND
1/8 BEND.
1
MIN. FALL=
1 4" PER FOOT
BELL HOLES SHALL BE
PROVIDED UNDER PIPE
LATERAL CONNECTIONS
NOT TO SCALE
PLAN VIEW
.411. 30
A
ELEVATION
PROVIDE TRANSITION BETWEEN STABILIZED
CONSTRUCTION ENTRANCE AND
EXISTING ROADWAY
50' MI
t
STABILIZED CONSTRUCTION ENTRANCE
1" C.I. LOCATOR
ROD OR MAC-
NETIC TAPE
INSTALLED PER
SECTION 7.02-C
RIGHT-OF-WAY
LINE
NOTES:
1. 1" v 2 1_/2" CRUSHED STONE NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-OF-WAY. IT SHALL' BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO
AN APPROVED SEDIMENT TRAP.
3. THE ENTRANCE SHALL BC MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY. ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONTO PUBLIC RIGHT-
OF-WAY MUST eE REMOVED IMMEDIATELY.
.F