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MORTAR
FILLET
6"
PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21 " I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60 ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE -�-
BLOCKINrG
LL
�-- 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
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NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL.
PROPERTY LINE
6' - 0"
'
FUTURE
BUILDING SEWER
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IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
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MORTAR
FILLET
6"
PORTION OF THE N.E. 1/4, OF SEC. 15, TWN 23 N., RGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21 " I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60 ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX
CONCRETE -�-
BLOCKINrG
LL
�-- 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
SEWER MAIN
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0
_I
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N --SEAL BOOTS OR APPROVED EQUAL.
PROPERTY LINE
��pG NG
GIN 2% MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
NOTE:
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.
STANDARD SIDE SEWER INSTALLATION DETAIL
NOT TO SCALE
ROLL
5-3273
2 0.�
1 -1/4';
1"
10"
9„
8-3/4
11/2 „ 2.'
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8 to
f-1/2 to
- 1 /2..
r1
RAISE --1 /2"
WIDE BORDER
5 /8„ _T
2-7/8" I 4
..
AST LRON RING --AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
12 0
FIBER
PACKIr
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
2' - 0"
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
SANITARY SEWER CLEANOUT DETAIL
RIOT TO SCALE
F Ft 3 3 19
CONCRETE
CLASS 3000
3/4"
SWURY SENER NOYES ANA► SPEaFUcA 71a VS
I. ALL NOW MATERIALS SHALL BE iN CONFORMANCE W714 ME
STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST ED17X W OF THE WSDOT/APWA
STANDARDS AND SPECIFICA nONS
2. ALL C 0VSTRUCT)ON SHALL K NV ACCORDANCE KITH STANDARD
SPEanrAnOvS FOR M1000PAL PUBLIC MORTIS CONSTRUCTION"
PREPARED BY WASNOWTCW STATE CHAPTER AAIERI AN PUBLIC
#VW'KS ASSOCIUTOV, LATEST EDITION (APWA) AMD (:TTY OF
RENTON STANDARD SPECInCA 77ONS
3. ALL LOCATIONS OF EXISTNG UnUTIES SHOWN ARE
APPROXMIATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBIII TY TO VERIFY THE TRUE AND CORRECT LOCA TION SO
AS Tiff A MD DAMAGE OR DISTURBANCE:
4. CONTRACTOR IS SOLELY RES POVSWE FOR THE MEANSy
MET iWS AND SEQUENCES OF CO1VST1?UCTIIAN AND FOR THE
SAFETY OF NOWERS AMO ODIERS ON 774E CO VSTRUC71ON SITE
5. IT SHALL BE THE RESPONSOLITY OF 7W CONTRACTOR TO
ORTAAN STREET USE AND ANY 07HER RELATED PERMNTS PRIG? TO
ANY CONS77?UCTION.
6. PLANS APPROVED BY THE CITY OF RENTM PUBLIC MOWS
DEPARTMENT SHALL TAKE PRECEDENCE' OVER ALL OTHER PLANS
7. A COPY OF AWSE APPROVED PLANS MUST BE ON TI,IE .KOB
sITE NIM£wVER cowsTi1 cnm IS IN PROGWSS
B THE CONIRACTY71R SMALL PROVI IE THE CFrY OF RENTOON 10714
AN AS -BUIL T DRA KING OF THE SAIWTARY SENER SYSTEM, 1W 104
HAS BEEN STMVED AI11ID S"" BY A LICENSED PROFESSPONAL
£NGW EER OR LICENSED PROFESSIONAL SUIRVEYM.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SWES OF THE
PIPE IN LAYERS NI7H A LOOSE AVERAGE DEP7H OF 6 INCHES,
MAXM W DEPTH Or 8 INCHES D40ROMYL Y TAAIPMIVG EACH LAYER
70 95 PERCENT OF AMAW AI DENSITY, THESE COmFAC7rD
LAYERS MUST EXTEND FOR ONE PIPE DIAAIE7ER ON EAC7Fl SVE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS TO
C0A#1X7£ 7ME FILL OVER PIPE SHALL BE 7W SAME AS
DESCRIBED.
la OPEN CY/T ROAD CROSSINGS FOR UnUTY TRENaIES ON
EXISTING TRAVELED ROADWAY SHALL BE BACKFKLED WITH
CRUSHED ROCK AND MECHANNCALL Y C O1VPACTED. GUTS 000 THE
EXISTING ASPHALT SHALL BE NEA n1W CUT 1117H SAW IN A
CON MUOUS LINE, A TEWORARY MIX PA7CH WJST BE Pr ACED
IA/AIEDIATELY AFTER BACKnLL AND COMPACTION. A PERMANENT
HOT MIX PATON SHALL BE PLACED WTI* / 10 DAYS AND SMALL BE
PER C►TY OF RENTON CURRENT STANDARDS
11. DATUM SHALL BE CITY OF RENTON, 1988 NAND
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STAB 12rD TO THE SATISFACTION OF THE DiEPARTILIENT
FOR THE PREWN77ON OF ON -9TE EROSION AFTER THE
COMPLETION OF CONIS7RUC7M
13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A
PROPERLY PREPARED FOUNDA T 0001 IN ACCORDANCE 1MTH SECTION
7 OF THE CURRENT STATE OF 04SHOVOTON STANDARD
SPECIF7CA RONS FOR ROAD AND BRIDGE CONSTIRUCnOIV THIS
SHALL INCLUDE NEC rSSARY LEVELING OF THE 7RENC>1 BOTTOM OR
THE 70P OF THE FOUNOA 77ON MAMMAL, AS HELL AS PLACEMENT
AND COMIPACnON OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT 7HE ENTIRE LENGTH OF DIE PIPE NI U BE
SUPPOR'TED ON A UNIFORMLY DENSE. UNHEEDING BASE. PIPE
BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
PIPE.
14. SANITARY SENER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER &4SKETED ASTW D 3034, .SOR 35, OR DUCTILE IRON
CLASS 50.
15. IN UNIMPROVED AREAS„ MANHOLE TO EXTEND MINIMUM 6
INDIES AND MAA7MUM 12 INCHES ABOVE FINISHED GRADE IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PA VINa
RECOMMENDED
ti FOR APPROVAL
aIF=1 11/30/06
By
Call BY
before YOU CHECKED FOR COMPLIANCE
Dige
T CITY STANDARDS
ImSO0 2�- DATE
UNDERGROUND SERVICE (USA) DATE
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY DATE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSOLITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: I -DOO -424 -5555.
c"ta. s 3.?f,
5GMME0 MAY 0 1 2006
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6' - 0"
'
FUTURE
BUILDING SEWER
Lit
z
yu
"x
2 4" STUD SERVICE MARKER PAINT UPPER
_'
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
Of
Li
AND #6 WIRE WRAPPED AROUND THE STUD AND
a-
EXTENDED TO THE TOP OF THE STUD.
0
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
��pG NG
GIN 2% MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
NOTE:
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.
STANDARD SIDE SEWER INSTALLATION DETAIL
NOT TO SCALE
ROLL
5-3273
2 0.�
1 -1/4';
1"
10"
9„
8-3/4
11/2 „ 2.'
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8 to
f-1/2 to
- 1 /2..
r1
RAISE --1 /2"
WIDE BORDER
5 /8„ _T
2-7/8" I 4
..
AST LRON RING --AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
12 0
FIBER
PACKIr
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
2' - 0"
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
SANITARY SEWER CLEANOUT DETAIL
RIOT TO SCALE
F Ft 3 3 19
CONCRETE
CLASS 3000
3/4"
SWURY SENER NOYES ANA► SPEaFUcA 71a VS
I. ALL NOW MATERIALS SHALL BE iN CONFORMANCE W714 ME
STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST ED17X W OF THE WSDOT/APWA
STANDARDS AND SPECIFICA nONS
2. ALL C 0VSTRUCT)ON SHALL K NV ACCORDANCE KITH STANDARD
SPEanrAnOvS FOR M1000PAL PUBLIC MORTIS CONSTRUCTION"
PREPARED BY WASNOWTCW STATE CHAPTER AAIERI AN PUBLIC
#VW'KS ASSOCIUTOV, LATEST EDITION (APWA) AMD (:TTY OF
RENTON STANDARD SPECInCA 77ONS
3. ALL LOCATIONS OF EXISTNG UnUTIES SHOWN ARE
APPROXMIATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBIII TY TO VERIFY THE TRUE AND CORRECT LOCA TION SO
AS Tiff A MD DAMAGE OR DISTURBANCE:
4. CONTRACTOR IS SOLELY RES POVSWE FOR THE MEANSy
MET iWS AND SEQUENCES OF CO1VST1?UCTIIAN AND FOR THE
SAFETY OF NOWERS AMO ODIERS ON 774E CO VSTRUC71ON SITE
5. IT SHALL BE THE RESPONSOLITY OF 7W CONTRACTOR TO
ORTAAN STREET USE AND ANY 07HER RELATED PERMNTS PRIG? TO
ANY CONS77?UCTION.
6. PLANS APPROVED BY THE CITY OF RENTM PUBLIC MOWS
DEPARTMENT SHALL TAKE PRECEDENCE' OVER ALL OTHER PLANS
7. A COPY OF AWSE APPROVED PLANS MUST BE ON TI,IE .KOB
sITE NIM£wVER cowsTi1 cnm IS IN PROGWSS
B THE CONIRACTY71R SMALL PROVI IE THE CFrY OF RENTOON 10714
AN AS -BUIL T DRA KING OF THE SAIWTARY SENER SYSTEM, 1W 104
HAS BEEN STMVED AI11ID S"" BY A LICENSED PROFESSPONAL
£NGW EER OR LICENSED PROFESSIONAL SUIRVEYM.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SWES OF THE
PIPE IN LAYERS NI7H A LOOSE AVERAGE DEP7H OF 6 INCHES,
MAXM W DEPTH Or 8 INCHES D40ROMYL Y TAAIPMIVG EACH LAYER
70 95 PERCENT OF AMAW AI DENSITY, THESE COmFAC7rD
LAYERS MUST EXTEND FOR ONE PIPE DIAAIE7ER ON EAC7Fl SVE OF
THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS TO
C0A#1X7£ 7ME FILL OVER PIPE SHALL BE 7W SAME AS
DESCRIBED.
la OPEN CY/T ROAD CROSSINGS FOR UnUTY TRENaIES ON
EXISTING TRAVELED ROADWAY SHALL BE BACKFKLED WITH
CRUSHED ROCK AND MECHANNCALL Y C O1VPACTED. GUTS 000 THE
EXISTING ASPHALT SHALL BE NEA n1W CUT 1117H SAW IN A
CON MUOUS LINE, A TEWORARY MIX PA7CH WJST BE Pr ACED
IA/AIEDIATELY AFTER BACKnLL AND COMPACTION. A PERMANENT
HOT MIX PATON SHALL BE PLACED WTI* / 10 DAYS AND SMALL BE
PER C►TY OF RENTON CURRENT STANDARDS
11. DATUM SHALL BE CITY OF RENTON, 1988 NAND
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STAB 12rD TO THE SATISFACTION OF THE DiEPARTILIENT
FOR THE PREWN77ON OF ON -9TE EROSION AFTER THE
COMPLETION OF CONIS7RUC7M
13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A
PROPERLY PREPARED FOUNDA T 0001 IN ACCORDANCE 1MTH SECTION
7 OF THE CURRENT STATE OF 04SHOVOTON STANDARD
SPECIF7CA RONS FOR ROAD AND BRIDGE CONSTIRUCnOIV THIS
SHALL INCLUDE NEC rSSARY LEVELING OF THE 7RENC>1 BOTTOM OR
THE 70P OF THE FOUNOA 77ON MAMMAL, AS HELL AS PLACEMENT
AND COMIPACnON OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT 7HE ENTIRE LENGTH OF DIE PIPE NI U BE
SUPPOR'TED ON A UNIFORMLY DENSE. UNHEEDING BASE. PIPE
BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
PIPE.
14. SANITARY SENER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER &4SKETED ASTW D 3034, .SOR 35, OR DUCTILE IRON
CLASS 50.
15. IN UNIMPROVED AREAS„ MANHOLE TO EXTEND MINIMUM 6
INDIES AND MAA7MUM 12 INCHES ABOVE FINISHED GRADE IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PA VINa
RECOMMENDED
ti FOR APPROVAL
aIF=1 11/30/06
By
Call BY
before YOU CHECKED FOR COMPLIANCE
Dige
T CITY STANDARDS
ImSO0 2�- DATE
UNDERGROUND SERVICE (USA) DATE
AVOID CUTTING UNDERGROUND
UTILITY LINES. ITS COSTLY DATE
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSOLITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: I -DOO -424 -5555.
c"ta. s 3.?f,
5GMME0 MAY 0 1 2006
a
r '
cc z
co �
tw C7
°, a
o �
•a
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�Jrl