HomeMy WebLinkAboutD-382421v
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a
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0
CIO
CLEANOUT
SEE NOTE 5
0.05 FT/FT �...
MIN SLOPE
I FT
— EX SIDE SEWER i
EX TEE z
SEE NOTE 1
� SUBGRADE
6"
REMOVE CONFLICTING SIDE SEWER
EX PAVEMENT
NEW STORMWATER PIPE
SELECT IMPORTED
SIDE SEWER RELOCATION ABOVE NEW STORM PIPE (TYP) TRENCH BACKFILL IN
CLEANOUT ACCORDANCE WITH COR
SEE NOTE 5 STANDARD SPECIFICATIONS-
- EX TEE
SEE NOTE 1
NEW 6"
SIDE SEWER
0.02 FT/FT
EX SEWER MAIN MIN SLOB
� NEW STORMWATER PIPE
REMOVE CONFLICTING
SIDE SEWER
—FOAM BLOCK,
SEE NOTE 4 ,
SIDE SEWER RELOCATION BELOW NEW STORM PIPE (TYP)
EX SIDE
SEWER
CONNECT SIDE SEWER
WITH "STRONG—BACK"
FLEXIBLE COUPLING
INSTALL 6'W
REDUCER IF NEEDED
1/8, 1/16, OR 1/32
BENDS AS NEEDED
NOTES:
1. IF EXISTING TEE IS NOT USEABLE FOR RECONNECTION, SEE STANDARD PLAN 406.1 FOR ACCEPTABLE PROCEDURES FOR SIDE
SEWER CONNECTIONS TO EXISTING SEWER MAIN.
2. CONCRETE BLOCK REQUIRED AT NEW SADDLE WHEN ANGLE AT MAIN EXCEEDS 25'. SEE CITY OF RENTON STANDARD PLAN 406.1.
3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS:
POLYVINYL CHLORIDE (PVC) SDR 35
OTHER MATERIAL, AS APPROVED BY CITY INSPECTOR.
4. FOR 3" SEPARATION INSTALL 1'x2'x2" THICK STYRENE FOAM BLOCK BETWEEN NEW PIPE AND 6" SIDE SEWER RELOCATION.
5. IF NEW SD CONFLICTS WITH A CLEAN OUT RISER, RELOCATE AND INSTALL NEW CLEANOUT PER CITY OF RENTON STANDARD PLAN
406.1 AT LOCATION APPROVED BY ENGINEER.
6. ALL SIDE SEWER RECONSTRUCTIONS SHALL BE APPROVED BY CITY INSPECTOR.
7. PAYMENT FOR SIDE SEWER RELOCATION ONLY APPLIES WHERE SIDE SEWERS ARE NOT REPLACED AS A PART OF SCHEDULE C.
WHERE THEY ARE REPLACED AS PART OF SCHEDULE C, THEY SHALL BE INSTALLED TO AVOID CONFLICT WITH NEW STORM.
DETAIL 1
SIDE SEWER RELOCATION G5
SCALE: NTS
1 6" 0
1"=1'-0" mm&I
Scale
2 1
3/4"=1'-0" 1!!I
Scale
A
2
Feet
2
Feet
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4 Louis Berger
ns�gE°tew �.
520 Pike St, Ste 1005, Seattle, WA 98101 -288.453.1043
N0.
CONSTRUCTION GEOTEXTILE
FOR SEPARATION WHERE
REQUIRED BY ENGINEER —
SAWCUT
TRENCH WIDTH =
PIPE ID + 30"
(15" DIA PIPES AND SMALLER)
1.5 x PIPE ID + 18"
(18" DIA PIPES AND LARGER)
SEE TRENCH PAVEMENT PATCH AND
PAVEMENT RESTORATION REQUIREMENTS
ON DWGS D1 AND D2.
)AX
1'-0„ — — MAX
�r/T' t
REPLACE UNSUITABLE FOUNDATION
MATERIAL WHERE REQUIRED BY
ENGINEER. UNLESS OTHERWISE
DIRECTED BY ENGINEER NEW
MATERIAL SHALL BE QUARRY
SPALLS
REDUCING SECTION
PER COR STD. PLAP
(MAY NEED MORE TI
TO ACHIEVE GRADE)
BID SET
REVISION
55
NOTES:
1. SEE DWGS D1 AND
SAWCUT D2 FOR HMA &
CSTC THICKNESS.
[.911 IH:7111�
EX PAVEMENT
PIPE ZONE BEDDING
6" MIN ABOVE PIPE
�� s'Eziriss1 �, GRAVEL BACKFILL FOR PIPE ZONE
BEDDING IN ACCORDANCE WITH
COR STANDARD SPECIFICATIONS
TRENCH WIDTH PAY LIMIT
DETAIL r2
TYPICAL TRENCH —
SCALE: 1"=l'—O"
2'-10 1/8"
PIPE ZONE BEDDING
6" MIN BELOW PIPE
1ND FRAME AND COVER
COR STD. PLAN 204.50
FLAT TOP SLAB
4
I
M
3'-0"
CATCH BASIN TYPE 1L
PER COR STD. PLAN 200.10
DETAIL 5
TYPE 1L CB WITH CIRCULAR LIDSW12
SCALE: 3/4'1
AS NOTED
DESIGNED
TE
wry JTEorve
wce
MSG
05/05/2017
MSG
KEc
oMaw
IF INCHONE
BY
DATE
APPR
Sc LEFF
E xcoaowcIFr
PPR
PMSG
DETAIL 3
ASPHALT WEDGE CURB —
SCALE: 1"=l'—O"
8"
NOTES: CLASS "B"
1. 8" AND 6" CLEAN—OUT RINGS AND ASPHALT 2'-0° FRAME
COVERS SHALL BE EAST JORDAN IRON DIA 2,_0„
WORKS, INC. NO. 3698 (PRODUCT N0.
00369803) OR APPROVED EQUAL.
CLEAN OUT SHALL BE A WATER TIGHT
ASSEMBLY. CAST IRON RING AND COVER
2. IN UNIMPROVED AREAS, POUR A V-0" AND WATER TIGHT PLUG PER
THICK, 2'-0" SQUARE CONCRETE, COR STD. DETAIL 403.1
CLASS 3000, PAD AROUND THE RING
AND COVER.
3. INCLUDE 45' BEND(S) (ONE OR TWO) 6" OR 8" 45' 1/8 BENDS
WHERE GREATER DEPTH IS NEEDED TO
CONNECT TO MAIN, OR WHERE NEEDED 6
TO AVOID UTILITY CONFLICT. 6" OR S" WYE—,,,,\\yy�
6" OR 8"--,
TO STORM MAIN
0.02 FT/FT MIN SLOPE
m
Of
W U
U
FLAT TOP SLAB Wo 13"
3
DUND FRAME AND COVER
ER COR STD. PLAN 204.50
EDUCING SECTION
ER COR STD. PLAN 200.10
;ATCH BASIN TYPE 1L
'ER COR STD. PLAN 200.10
6 OR 8" 45' 1/8 BEND
(SEE NOTE 3)
CONNECT TO EX 6"
OR 8" LATERAL
DETAIL 4
STORM LATERAL CLEANOUT SW8
SCALE: 1"=l'—O"
FRAME & GRATE NOTES:
TOP OF ROADWAY 1. INSTALL CB SUCH THAT FRAME
AND GRATE ABUTS THE FACE
OF THE CURB.
ADJUSTMENT SECTION 2. ADJUSTMENT SECTIONS SHALL
BE INSTALLED TO FINISHED
GRADE USING GROUT IN A
TYPE 2 CONTINUOUS LAYER BETWEEN
CATCH BASIN CB TOP AND ADJUSTMENT
SECTION.
DETAIL s
TYPE 2 CB GUTTER LINE PLACEMENT G5
SCALE: 1"=V-0"
PIPE MATERIAL
AS SPECIFIED
BY THE ENGINEER
RECOMMENDED FOR APPROVAL BY
JOSEPH FARAH
SURFACE WATER UTILITYENGINEER
� l�1
HaR.orv. rv�°P8°,ss, RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017
CITY OF STORM SYSTEM IMPROVEMENTS ""°BOOK
MIL RENTON E.
°AT"M
IDC NO
Planning/Building/Public works Dept SW 15
CIVIL DETAILS 1 OF 2 SHEET. OF,
48 89
S W P 3 8 2 4