HomeMy WebLinkAboutSW3170303 (4)IED
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18" DIA. CONCRETE COLLAR
SIDEWALK/ PAVING SECTION
OR EARTH
r THREADED BRASS CLEANOUT PLUG
I MARKED SANITARY CLEANOUT
COORDINATE LOCATION OF
CLEANOUTS WITH OWNER
w rc
\� COMPACTED
rc H �j BACKFILL IN
6" LAYERS
<-45 ELBOW � � �� 95% srANDARO
K 3\j PROCTOR
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`LATERAL PIPE AS REQUIRED `WYE
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PVC CLEANOUT DETAIL
NO SCALE
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9-1/2" I
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2" 44"
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27"o -I
SECTION VIEW A—A
VALVE PROTECTION RING
NO SCALE
PIPE
_0"
MIN.
1'-0" TOP 6", 100% STANDARD
MIN T
PROCTOR
6"
Z
"TYPE III"
NOTES
1. FOR USE WFIH ALL PVC GRAVITY SEWER AND SEWER FORCE MAIN PIPE
AND WHEN CONDOIONS OF POOR OR SATURATED SOIL OR ROCK ARE
PRESENT, REGARDLESS OF PIPE MATERIAL.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS WD. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PUCE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6"
BELOW GRADE.
"TYPE III" BEDDING DETAIL
NO SCALE
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TOP 6", 100% STANDARD
PROCTOR
SLOPE OR
SHORING PER
OSHA
CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2')
1 2" MIN. HAND
—r EXCAVATION
NOTES:
1. FOR USE WITH ALL DIP, RCP AND VCP UNLESS CONDITIONS OF POOR OR SATURATED
SOIL OR ROCK ARE PRESENT.
2. HAND EXCAVATE TO CONFORM TO PIPE BARREL
3. EXCAVATE AT PIPE BELLS SO BELL DOES NOT SUPPORT PIPE.
4. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE, IF USED, APPROX. 18" ABOVE TOP OF PIPE.
5. BACKFILL OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS WD.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN 6" LAYERS AND
THOROUGHLY COMPACTED INTO PLACE.
6. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER
THE PIPE HAS BEEN PIACED.
7. ALL MATERIAL SHALL HAVE AN IN PUCE DENSITY OF 100% TO A DEPTH 6" BELOW THE FINISHED
GRADE OF BACKFILL MATERIAL, AND 95% AT GREATER THAN 6" BELOW GRADE.
"TYPE I" BEDDING DETAIL
NO SCALE
TOP 6" - 100% STANDARD PROCTOR
�\ SLOPE OR SHORING
PER OSHA.
COMPACTED BACKFILL -IN 6"
LAYERS, 95% STANDARD
PROCTOR.
CLEAN BACKFILL
(NO MATERIAL
LARGER THAN 2')
AGGREGATE NO. 67
BEDDING -7 PIPE O.D.
BELOW PIPE (MIN. 6') AND
UP TO PIPE MIDPOINT
NOTES: __..
1. FOR USE WITH ALL PVC WATER PIPE, UNLESS CONDITIONS OF POOR OR
SATURATED SOIL OR ROCK ARE PRESENT.
2. TRENCH SIDE SLOPES SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS.
SUPPORT OR SHORE WHEN TRENCH IS MORE THAN 5' DEEP AND 8' LONG.
BEGIN SIDE SLOPE. IF USED. APPROX. 18" ABOVE TOP OF PIPE.
3. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE
IS LAID. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL
TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE IN
6" LAYERS AND THOROUGHLY COMPACTED INTO PLACE.
4. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
5. ALL MATERIAL SHALL HAVE AN IN PLACE DENSITY OF 100% TO A DEPTH 6" BELOW
THE FINISHED GRADE OF THE BACKFILL MATERIAL, AND 95% AT GREATER THAN 6"
BELOW GRADE.
"TYPE II" BEDDING DETAIL
NO SCALE
3
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G *SIDEWALK TAPERS DOWN h
Too Z 5' BACK FROM DpIVEWAY.
D fy.IO m BUILD THIS PORTION OF DRIVEWAY PAVEMENT Z = U
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yEXISTING DRIVEWAY
- PROPOSED DRIVEWAY PAVEMENT VARIABLE PROPOSED W
PAVEMENT
PAVEMENT pADIU3 3'-0" OR AS
SHOWN ON PLANS
METHOD OF TIE IN
DRIVEWAY TURNOUT
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN. BUILD THIS PORTION OF DRIVEWAY
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING PAVEMENT ONLY AT LOCATIONS
DRIVEWAY PAVEMENT. WHEN DIRECTED.
SHEET 1 OF 2 SECTION C -C SHEET 1 OF 2
848.02 848.02
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DESIRABLE DRIVEWAY GRADES
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THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION +15a+ OR FLATTER
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BERMS LESS THAN 6' WIDE.)
DESIRABLE
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