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STUB FOR THIS HOUSE. PROVIDE SENER STUB TO 1E= 283.56 -8 N 5'X5' RAMP Z ' S =5.22%
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E 289 Oi0 181LF 12 "PVC
IE= 290.00 RIM= 296.55
MUST PRONDE SEVER
STUB FOR THIS HOUSE. PROVIDE SENER STUB TO 1E= 283.56 -8 N 5'X5' RAMP Z ' S =5.22%
PROPERTY LINE FOR THIS IE= 283.46 -8 S
HOUSE. D
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0 VERL A Y DETAILS AND STANDARDS.
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DATE s 1
BY ?2,*u_Sz�liDATE
BY
DATE
BY
DATE
NH
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87101 SITE. DWG
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NN
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2 +00 1+00
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EXPIRES b Z2 OT
RECOMMENDED
FOR APPROVAL
BYAud
DATE s 1
BY ?2,*u_Sz�liDATE
BY
DATE
BY
DATE
BY
DATE
87101 SITE. DWG
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PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
o Z �� FUTURE
6" SEWER PIPE �' 6 0 • BLDG. SEWER
6" SIDE OUTLET TEE 2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
a AND STENCIL ON SIDE WORD
"SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
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SANITARY SEWER NOTES & SPECIFICATIONS
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
Ax DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
S
p
DATE
25• MIN;
EVER IS LOWER.
6 "MIN
HORIZONTAL
CONRETE RISER BY PIPE INC.
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
48"
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS.
EXISTING SEWER MAIN
CONC. BLOCKING ANGLE
mss" SIDE SEWER
Z. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30
LADDER -STD. ALUMINUM
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
ELEVATION
TO BE INSTALLED
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
AT CONNECTION
0�
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PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
0
(/)
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
SADDLE SECURED TO SEWER MAIN
-W W
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HOURS IN ADVANCE.
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3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI7N "STANDARD SPECIFICATIONS
STATE
SEWERS TO EXISTING MAIN_
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FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND
HORIZONTAL
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CITY OF RENTON STANDARD SPECIFICATIONS.
Cl PIPE SEWER' MAINS ARE TO
ELEVATION
4. ALL LOCATIONS OF EXIS77NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
SIDE SEWER
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BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
TYP. SEE SHTS. 15 & 16
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LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
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5. A PRE- CONSTRUCTION CONFERENCE AND A 24 HOURS NOTICE SHALL BE REQUIRED
i
r
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
®
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
OF
n-
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
THE CONTRACTOR'S RESPONSIBILITY TO
QQ
THE CITY OF RENTON). IT SHALL BE
BACKFILL ALL
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NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF
CONSTRUCTION.
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6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
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CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
N
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CONSTRUCTION SITE.
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7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
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AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
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8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S 17E WHENEVER
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to tq
CONSTRUCTION IS IN PROGRESS.
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10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
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DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
o r °
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
A N
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
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WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES,
a
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS
a
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
o
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SA77SFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
Y
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE 'TOP OF
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THE FOUNDA7ON MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE
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WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
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17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
g
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
2'0"
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314" SPACES SPACED -314" 12 "0 l---4 314"
0 ° o AS INDICA?ED -Hr 1 /a" FIQER JOINT
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1"
FM
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
o Z �� FUTURE
6" SEWER PIPE �' 6 0 • BLDG. SEWER
6" SIDE OUTLET TEE 2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
a AND STENCIL ON SIDE WORD
"SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
N
1:3:5 MIX
NOTE:
CONCRETE 60' ALLOWABLE
MAX SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
Ax DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6"MIN
LOWEST HOUSE ELEVATION, WHICH -
DATE
25• MIN;
EVER IS LOWER.
6 "MIN
HORIZONTAL
CONRETE RISER BY PIPE INC.
t 6" SIDE OUTLET TEE
48"
SEWER MAIN
EXISTING SEWER MAIN
CONC. BLOCKING ANGLE
mss" SIDE SEWER
OF TEE AT MAIN OVER 25 °
LADDER -STD. ALUMINUM
��6 °TEST rEE
ELEVATION
TO BE INSTALLED
AT CONNECTION
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NOTE:
0
MAKE TAP THROUGH CAST IRON
P�
SADDLE SECURED TO SEWER MAIN
WITH NLESS
NEW BANDS
I�GpC�GR�
WHENSCONNECTING
25'
SEWERS TO EXISTING MAIN_
29' MIN SLOPE
VITRIFIED CLAY, PLAIN &
HORIZONTAL
REINFORCED CONCRETE, D1 &
TYPICAL SIDE SEWER
Cl PIPE SEWER' MAINS ARE TO
ELEVATION
BE CORE DRILLED.
SIDE SEWER
SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
IV
CASTING INLAND_ FORY
OR EQUAL
ADJUSTMENT 4" MIN.
PRECAST BASE SECTION
I OR CAST IN PLACE
6" -MIN.
6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(N TS)
TYP. SEE SHTS. 1I & 12
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED'
3. CASTING TO'BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ❑N DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES,`INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATINGi
WASSER MC- CONSEAL OR APPROVED EQUAL)
COLOR OF COATING SHALL BE WHITE.'
AS —BUILT CERTIFICATE
I HEREBY CER77FY 774A THE HORIZONTAL AND VER77CAL LOCA77ONS
OF THE STORM FACILITIES AND PAVING SHOWN HEREON ARE THE RESULT
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND
ADD177ONAL INFORMA77ON SUPPLIED BY THE `CONTRACTOR:
N
CONE
MORTAR JOINTS
STEPS -3/4" DEFORMED BAR
4" MIN.
�o41
STEPS SHALL BE INCLUDED
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BY
DATE
-I
6 1/2"
DATE
b
CONRETE RISER BY PIPE INC.
DATE
48"
OR APPROVED EQUAL
DATE
MAX. PIPE SIZE -21" I.D.
DATE
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL.
CONCRETE SHELF
PRECAST BASE SECTION
I OR CAST IN PLACE
6" -MIN.
6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(N TS)
TYP. SEE SHTS. 1I & 12
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED'
3. CASTING TO'BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG, BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ❑N DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES,`INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATINGi
WASSER MC- CONSEAL OR APPROVED EQUAL)
COLOR OF COATING SHALL BE WHITE.'
AS —BUILT CERTIFICATE
I HEREBY CER77FY 774A THE HORIZONTAL AND VER77CAL LOCA77ONS
OF THE STORM FACILITIES AND PAVING SHOWN HEREON ARE THE RESULT
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND
ADD177ONAL INFORMA77ON SUPPLIED BY THE `CONTRACTOR:
SCANNED OCT 2 7`2006
1
RECOMMENDED
of w"
FOR APPROVAL
�o41
BY
DATE
94
BY
DATE
BY
DATE
Ems, eiioz'„
BY
DATE
BY
DATE
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STUBS TO BE 2
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W RECHANNEL 70 N;a.
1 0 77RACTOR 70 "
S=1. Oy PVC 5• 27'
1+86 -JILT i
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WITH
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3 +67 -34'LT -
6 SS S7U8
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3 +79 -34RT BL lNE
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25LF 6- PVC
1f- 289.00
1 +86 -34RT
6 SS STUB
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1
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RECOMMENDED
FOR APPROVAL
AS-BUILT CER77RWE
I HEREBY CER77FY THAT THE HORIZONTAL AND VERTICAL LOCA 77ONS
OF THE STORAW FACILITIES: AND PAVING SHO*Nr HEREON ARE THE RESULT
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I &W4�70� DATE
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ADDJ77ONAL INFORMA 77ON, SUPPLIED� BY THE" CONTRACTOR.
BY DATE
BY DATE
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