HomeMy WebLinkAboutS-4210040
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DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
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---EX. SEWER MAIN
PROPERTY LINE
SPOOL 1 1 1 z
(LENGTH AS NEEDED) 3'-0" MIN
6" SEWER STUB FUTURE 4" SIDE SEWER
I I I I
SEWER MAIN TEE X 6" TEE
SIDEWALK
1 I J
` COUPLING TYP IL-J- 1 I 1 >_
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BEND AS
REQUIRED
EXISTING SANITARY
SEWER MAIN —?_0% MI
2"x 4" STUD MARKING POST PAINTED
6 CAP WHITE WITH THE WORD SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
"-6" SEWER STUB '--6"X6"X6" WYE
SEWER MAIN SIZE X 6 TEE
)c-_3
FUTURE 4" SIDE SEWER
FUTURE 6"x 4" REDUCER
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES.
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB APPROVED -—-
DEPARTMENT SAbya
D PLAN - 40b.1
• PUBLIC WORKS INSTALLATION
DEPARTMENT Martin PastuCh@V26/202
(SEWER MAIN TO PROPERTY LINE)
Publie Wert" Aeml"Istritor 80 DATE
1 12:
0
COVER PER STD PLAN 401
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER
PATCHING
PLAN
NTS
MORTAR JOINT(S) (3/8" MIN.-2" MAX.) J
SEE NOTE 3 AND SPECIAL PROVISION
7-05.3(1).
SECTION
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE
FOOT (MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF
HMA CLASS 1" PG 64-22 (OR TO A DEPTH THAT IS 2" BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER
IS GREATER) OR AS APPROVED BY THE ENGINEER.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S.
NOTES
PATCHED AREA
0
ADJUSTMENT RING (1" MIN.). SEE
NOTE 6.
A —A
5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
ONLY BY A JOURNEYMAN MASON.
6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
THE USE OF SHIMS IS PROHIBITED.
7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS. 9. X= 1'-0" MIN. TO 2'-6" MAX. -PER ENGINEER'S INSTRUCTION
STD. PLAN — 106
• PUBLIC WORKS TYPICAL CONSTRUCTION A ROVED:
'ice► DEPARTMENT AND ADJUSTMENT OF
MANHOLE RISERS *AE
4P.bUco
rtrator
S-421004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY
jstowell04/24/2023 '
DEVELOPMENT ENGINEERING � 11
yqi 04/21 /2023 '
D M (A;
�► �i' SURVEYED: SCALE: DATE:
VERTICAL: NAV��' �� •�C' HORIZONTAL; NAD 01983/1991 CITY O F 3/28/2023
y DESIGNED: RRENTON T RA N- N G U Y E N DEVELOPMENT FIELDBOOK:
DRAWN: PAGE:
y V4319ONE INCH DATUM ONE N0:
oA ,ECIS-TIL � CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DRAINAGE DETAILS PLAN C-24.0
IF NOT ONE INCH
S/0,VA1. 36/2023 SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: SHEET: 24 OF: / 29
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