HomeMy WebLinkAboutSWP2702306.15w
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EXISTING TEE
SEE NOTE 1
0.05 FT/FT
MINIMUM SLOPE
--------------
CONFLICTING SIDE SEWER
STORMWATER PIPE
POSSIBLE CLEANOUT
SEE NOTE 5
45° MAXIMUM
SIDE SEWER RELOCATION
ABOVE OR BELOW NEW STORM PIPE (TYP)
POSSIBLE CLEANOUT
SEE NOTE 5
REMOVE CONFLICTING EXISTING SIDE SEWER-,,,"
SIDE SEWER
MAXIMUM LLINU IN NEW STORMWATER PIPE
OF FIRST PIECE OF
STRAIGHT PIPE CONNECT SIDE SEWER
WITH ELASTOMERIC
BEND IF NEEDED FLEXIBLE COUPLING
INSTALL
EXISTING TEE 6"x 4" REDUCER,
SEE NOTE 1 IF NEEDED
3" MIN.
EXISTING -- -
-- -
SEWER MAIN �-- - 1 /8, 1 /16, OR 1 /32
0.02 FT/FT BENDS AS NEEDED
MINIMUM SLOPE NEW 6" SIDE SEWER (90' NOT ALLOWED)
FOAM BLOCK, SEE NOTE 4
NOTES:
1. IF EXISTING TEE IS NOT USEABLE FOR RECONNECTION CONTRACTOR SHALL CUT IN A NEW TEE REPLACEMENT.
2. CONCRETE BLOCK REQUIRED AT NEW SADDLE WHEN ANGLE AT MAIN EXCEEDS 25% SEE CITY DETAIL DWG 406.1.
3. ALLOWABLE SIDE SEWER PIPE AND FITTINGS:
POLYVINYL CHLORIDE (PVC) SDR 35, OR OTHER MATERIAL, AS APPROVED BY CITY INSPECTOR.
4. FOR 3" SEPARATION INSTALL VX 2' X 2" THICK STYRENE FOAM BLOCK BETWEEN NEW PIPE AND 6" SIDE SEWER RELOCATION.
5. IF SIDE SEWER RELOCATION REACHES CURB EXTEND NEW 6" SS TO BEHIND SIDEWALK AND INSTALL CLEANOUT
PER CITY DETAIL DWG 406.1 , 407.
6. BEDDING SHALL BE WSDOT 9-03.12(4) GRAVEL BACKFILL FOR DRAINS.
7. ALL SIDE SEWER RECONSTRUCTIONS SHALL BE APPROVED BY CITY INSPECTOR
SIDE SEWER RELOCATION (TYP)
_ (NTS)
_..----EX. 6" OR 4" SIDE SEWER (TYP)
PVC SPOOL
(LENGTH AS NEEDED
DIAMETER TO MATCH EXISTING) FERNCO "STRONG -BACK" COUPLING
(TYPE AS NEEDED)
EX. SEWER MAIN J EX. MAIN SIZE X 6"
1. BEDDING SHALL BE PER WSDOT SPECIFICATION 9-03.12(4)
GRAVEL BACKFILL FOR DRAINS.
SEWER TEE REPLACEMENT DETAIL (TYP
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST (206) 323-4144
SEATTLE, Washington 1-800-935-0508
98102-3513 FAX# (206) 323-7135
E-MAIL: info@brhinc.com
(NTS)
...................
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SEE NOTE 4 1:
FRAME AND VANED GRATE
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CLEAN SURFACE AND BOTTOM
AREA. PROVIDE UNIFORM ADJUSTMENT SECTION
CONTACT.
THE SURFACE AREA OF THE
BASE SECTION MUST BE
GROUTED TO THE BOTTOM
AREA OF THE ADJUSTMENT
SECTION.
For TYPE 1 and TYPE 2
Catch Basins
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO
FINAL GRATE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH,
OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND
UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT THE
COVER OR GRATING IN PLACE PER WSDOT STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS
IS PROHIBITED.
3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR
TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO
CREATE A RUNNING BOND OR Y2 BOND.
ticY o STD. PLAN - 202.00
o�� PUBLIC WORKS CATCH BASIN INSTALLATION
F�,.to DEPARTMENT
MARCH 2O08
CATCH BASIN INSTALLATION (TYP)
STD PLAN 202.00 (NTS)
NEW STORMWATER PIPE
NEW 8"PVC FOAM BLOCK
SEWER MAIN Q
CDF FILL
FLEXIBLE COUPLING
EX 8" SEWER
CONIC
I--- 5' - 5' -1
NOTES:
1. ALLOWABLE SEWER PIPE AND FITTINGS:
POLYVINYL CHLORIDE (PVC) SDR 35
OTHER MATERIAL, AS APPROVED BY CITY INSPECTOR.
2. INSTALL Vx 2'x 2" THICK STYRENE FOAM BLOCK BETWEEN NEW SD PIPE
AND NEW SEWER MAIN.
3. FLEXIBLE COUPLING SHALL BE FERNCO "STRONG -BACK" COUPLING,
TYPE AS NEEDED.
4. BACKFILL CROSSING WITH CDF, DO NOT COVER COUPLINGS.
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 9/4/13
BY
NoWN60yeril
SEWER MAIN CROSSING (TYP
SURVEYED:
BRH
DESIGNED:
DWC
DRAWN:
DWC
CHECKED:
DWC, RJS
BY DATE APPR APPROVED:
RJS
(NTS)
2" HMA OR ACP
CLASS B'
HMA OR ACP CLASS "B"
SEE NO TE 2
PAVEMENT PATCH PAY LIMIT
6.5' MIN.
1' 12.5' 1' 1'
MIN MIN MIN MIN MIN
2" SAWCUT AND REMOVE
OR GRIND.
�SEAL WITH AR- 4000W
�6" CRUSHED SURFACING TOP COURSE
COMPACT TO 957 MODIFIED PROCTOR
i TRENCH BEDDING AND BACKFILL,
i SEE DETAIL
TRENCH WIDTH AS REQUIRED BY PIPE SIZE
(SEE WSDOT STD SPEC 2-09.4)
PLUS ALLOWANCE FOR ANY SHORING.
SHORING, IF NEEDED, SHALL MEET WSDOT STD
SPEC 7- 08.3(1)8.
NO TES:
2. MINIMUM THICKNESS AND MATERIAL SHALL BE.•
PRINCIPAL/MINOR/COLLECTOR, ARTERIAL & INDUSTRIAL ACCESS STREETS - 6"HMA OR ACP
CLASS "B';
RESIDENTIAL ACCESS STREETS - 2" HMA OR ACP CLASS "B';
IN NO CASE SHALL THE THICKNESS BE LESS THAN THE EXISTING PAVEMENT SECTION.
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
1
PER STD PLAN - 110 (NTS)
TRENCH EXCAVATION PAY LIMIT
30" ID - 5 1 /2'
24" ID - 5'
12" ID - 3 1 /2'
SEE DETAIL FOR PA VEMEN T PA TCH
BACKFILL MA TERIAL
WSD 0 T SECTION 9 - 03.19 BANK RUN GRAVEL,
OR NA TI VE MA TERIAL IF I T MEETS SPECS.
PIPE ZONE MA TERIAL
WSDOT 2006 SECTION 9-03.12(3)
GRA VEL BACKFILL FOR PIPE ZONE BEDDING
NEW UTILITY PIPE
EXCA VA TION OF UNSUITABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER
BACKFILL WITH FOUNDATION MATERIAL MEETING
WSDOT SECTION 9-13.6 QUARRY SPALLS
NO TES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
J. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE
FLOW LINE IS MAINTAINED.
TYPICAL TRENCH BEDDING AND BACKFILL
SCALE:
VERTICAL: NAVD 1988
As Noted HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
ONE INCH DATUM
AT FULL SCALE ��---------- Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
(NTS)
D=2306
NE 5TH PL / EDMONDS AVE NE
STORM SYSTEM REPLACEMENT PROJECT
STORM DETAILS
15
DATE:
9-4-13
FIELDBOOK:
PAGE:
DRAWING NO:
2013009.00
SHEET: OF:
15 x
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