HomeMy WebLinkAboutS-361201PORTION OF THE NW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
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SANITARY SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, 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 TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR
35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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LOCATION
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CITY OF RENTON #1849
EXISTING CENTER OF SECTION MON
10 -23 -5
END. GONG. MON. IN CASE.
N: 183,615.5053 FEET (COR)
E: 1,313,987.638 FEET (COR)
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VINEYARDS CONSTRUCTION, LLC
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THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE
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ENGINEER:
OFFE ENGINEERS, PLLC
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ATTN: DARRELL OFFE, PE
10
13932 SOUTHEAST 159TH PLACE
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RENTON, WASHINGTON 98058 -7832
EXCEPT THE NORTH 30 FEET THEREOF.
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FAX NUMBER: 425 - 988 -0292
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darrell.offe@comcast.net
SURVEYOR:
HANSEN SURVEYING
6PARCEL
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ATTN: RODNEY HANSEN, P.L.S.
D �:
17701 — 108TH AVENUE SE, PMB #208
THE WEST 75 FEET OF THE EAST 225 FEET OF THE NORTH HALF OF THE
KENT, WASHINGTON 98055
OFFICE NUMBER: 425 - 235 -8440
FAX NUMBER: 425 - 235 -0266
OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
honsensurvey ®comcast.net
5 EAST, W.M., IN KING COUNTY, WASHINGTON;
EXCEPT THE NORTH 30 FEET THEREOF.
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MAURO ♦
ft I • • • go
SANITARY SEWER GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE
CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE
OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, 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 TO COMPLETE
THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE
PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF
THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE
PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR
35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
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LOCATION
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VICINITY MA_ � SCALE' P
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11`•
1
CITY OF RENTON #1849
EXISTING CENTER OF SECTION MON
10 -23 -5
END. GONG. MON. IN CASE.
N: 183,615.5053 FEET (COR)
E: 1,313,987.638 FEET (COR)
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VINEYARDS CONSTRUCTION, LLC
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THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE
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ENGINEER:
OFFE ENGINEERS, PLLC
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ATTN: DARRELL OFFE, PE
10
13932 SOUTHEAST 159TH PLACE
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RENTON, WASHINGTON 98058 -7832
EXCEPT THE NORTH 30 FEET THEREOF.
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NO MONUMENT FOUND
VERTICAL DATUM: NAVD88
CITY OF RENTON #1851
3 1/2" DOMED BRASS DISC WITH
PUNCH MARK ON CONCRETE STREET
SURFACE AT THE CONSTRUCTED
INTERSECTION OF NE 4TH STREET
(SE 128TH STREET) & 140TH AVENUE
SE.
ELEVATION= 398.545'
FOUND MON +/- 1.5' DOWN
LEAD & TACK IN CONC. (NO CASE)
0.37'N &0.07'E
NE 7th PLACE q
_ - - - - N 88'2 .09'
662.09'
'a
CITY OF RENTON #1851
cO SURFACE MON
of N: 180,978.6275 FEET (CDR)
1 E: 1,313,999.609 FEET (COR)
COR #1849 TO COR #1851
S 00'15'27" E 2636.97 (M)
S 00'15'36 "E 2636.90' (COR)
S.1/4 CORNER OF
SECTION 10 -23 -5
SURFACE MON
CONTACT INFORMATION
OWNER / DEVELOPER:
VINEYARDS CONSTRUCTION, LLC
ATTN: BOB WENZL
PARCEL "A"
P.O. BOX 6127
N
BELLEVUE, WASHINGTON 98008
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OFFICE PHONE: 206 - 714 -6707
THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE
FAX NUMBER: 425 - 968 -5187
By:
Bob @belmonthomeswa.com
ENGINEER:
OFFE ENGINEERS, PLLC
THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5
ATTN: DARRELL OFFE, PE
10
13932 SOUTHEAST 159TH PLACE
W
Q
RENTON, WASHINGTON 98058 -7832
EXCEPT THE NORTH 30 FEET THEREOF.
OFFICE NUMBER: 425 - 260 -3412
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FAX NUMBER: 425 - 988 -0292
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darrell.offe@comcast.net
SURVEYOR:
HANSEN SURVEYING
6PARCEL
U
ATTN: RODNEY HANSEN, P.L.S.
D �:
17701 — 108TH AVENUE SE, PMB #208
THE WEST 75 FEET OF THE EAST 225 FEET OF THE NORTH HALF OF THE
KENT, WASHINGTON 98055
OFFICE NUMBER: 425 - 235 -8440
FAX NUMBER: 425 - 235 -0266
OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
honsensurvey ®comcast.net
TABLE OF CONTENTS
SHEET NUMBER TITLE
1 HORIZONTAL & VERTICAL CONTROL
2 SANITARY SEWER PLAN & PROFILE
3 SEWER DETAILS
�I NE 8th STREET
LEGAL DESCRIPTION
PARCEL "A"
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Date:
THE WEST 150 FEET OF THE EAST 180 FEET OF THE NORTH HALF OF THE
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By:
NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5
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10
EAST, W.M., IN KING COUNTY, WASHINGTON;
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EXCEPT THE NORTH 30 FEET THEREOF.
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THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTH OF MCCLAIN
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ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 59 OF
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PLATS, PAGE 61, IN SAID COUNTY, AND LYING BETWEEN THE NORTHERLY
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EXTENSION OF THE EASTERLY AND WESTERLY LINES OF LOT 2, BLOCK 1
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OF SAID ADDITION;
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EXCEPT THE NORTH 30 FEET THEREOF.
PROPERTY ADDRESS: 765 HOQUTAM AVENUE NE, RENTON,
i WASHINGTON, 98059
- - - -- TAX PARCEL NO.: 102305 -9165, 102305 -9180,
102305 -9229
FOUND MON IN CASE
LEAD & TACK IN GONG.
0.08'S &0.07' W
RECOMMENDED FOR APPROVAL
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