HomeMy WebLinkAboutS-222604�L
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GENERAL NOTES:
1. SURVEY CONTROL MONUMENTS ARE LOCATED WITHIN THE EXISTING R.O.W. OF
OAKESDALE AVENUE. SURVEY CONTROL MOUNMENTS REPRESENT THE CENTERLINE
ALIGNMENT OF OAKESDALE AVENUE AS ORIGINALLY SURVEYED. THE COORDINATES
SHOWN ARE BASED ON THE COORDINATE SYSTEM USED FOR THE SOUTH INTERCEPTOR
PARALLEL PHASE -1 AND WAS DEVELOPED BY SURVEY MEASURMENTS USING
THE TWO POSITIONS FOUND IN THE FIELD AND SHOWN ON THE PLAN SHEET 0101
OF THAT PROJECT AS LISTED HEREON:
TRAVERSE POINT
N 69,422.31
E 54,047.65
STATION 55+50.00 (END SURVEY CONTROL LINE)
N 67,988.64
E 54,026.14
VERTICAL CONTROL IS BASED ON THE BENCHMARK USED ON THE SOUTH
INTECEPTOR PARALLEL PHASE -1 PROJECT BEING THE TOP OF THE MONUMENT
CASING LID ON THE CASED MONUMENT ON THE CENTERLINE OF OAKESDALE AVENUE
AT THE CENTER OF THE CUL DE SAC LOCATED 402 FEET NORTH OF THE
INTERSECTION OF S.W. 31ST STREET AND OAKESDALE AVENUE-
COORDINATES- N 68,257.42
E 54,085.88
2. VERTICAL ELEVATIONS ARE BASED ON METRO DATUM WHICH IS NVGD
(USC & GS GEODETIC MEAN SEA LEVEL) PLUS 100 FEET-
3 1 EXISTING UTILITIES AND OTHER SUBSURFACE INFORMATION SHOWN ON THE
PLANS IS NOT GUARANTEED TO BE ACCURATE OR COMPLETE. THE
CONTRACTOR SHALL LOCATE ANY SUBSURFACE OBJECTS THAT MAY AFFECT OR
CONFLICT WITH THE WORK OF THIS CONTRACT.
4. WETLAND BOUNDARIES SHOWN ON THE PLANS WERE DEVELOPED USING THE
1987 AND 1989 FEDERAL MANUALS FOR IDENTIFYING AND DELINEATING JURISDICTIONAL
WETLANDS.
5. A COPY OF ALL DESIGN STANDARDS SPECIFIED FOR USE ON -SITE SHALL BE
AVAILABLE IN THE CONTRACTOR'S OFFICE AT ALL TIMES.
6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION
COLLECTION AND EROSION CONTROL FACILITIES AND POLICIES, TO ENSURE
THAT EROSION OF THE SITE DOES NOT OCCUR AND THAT SEDIMENT -LADEN
WATER DOES NOT LEAVE THE SITE. FACILITIES AND POLICIES SHALL BE
ADJUSTED AS SEASONAL CHANGES OCCUR AND AS SITE CONDITIONS CHANGE.
7. THE CONTRACTOR SHALL PROVIDE CONTINUAL., RATHER THAN PERIODIC,
MAINTENANCE AND CLEANING OF THE WORK AREAS. THE ROADS AND
FACILITIES USED BY THE CONTRACTOR AND THE SUBCONTRACTORS. AND
THOSE PORTIONS OF THE CONTRACTOR'S YARD AND THE LAY -DOWN AREA
USED BY THE CONTRACTOR AND THE SUBCONTRACTORS_
8. THE CONTRACTOR SHALL PREVENT CONSTRUCTION DEBRIS FROM ENTERING
NEARBY WATERWAYS AND WETLAND AREAS.
9. CONSTRUCTION EQUIPMENT SHALL BE CONTINUOUSLY MAINTAINED IN TOP
WORKING ORDER AND FREE FROM LEAKING FLUIDS. EQUIPMENT WHICH, IN
THE SOLE OPINION OF THE ENGINEER, IS IN POOR OPERATING
CONDITION, SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF
THE ENGINEER.
10. CONSTRUCTION EQUIPMENT SHALL BE SERVICED AND MAINTAINED ONLY
WITHIN AREAS APPROVED FOR THAT PURPOSE. THE CONTRACTOR SHALL
SUBMIT TO THE ENGINEER A REQUEST SHOWING THE AREA
AND THE PROVISIONS TO BE MADE FOR BERMING, COLLECTING
WASTE OIL, AND PREVENTING RUNOFF OF PETROLEUM PRODUCTS INTO
THE SURROUNDING AREAS.
11. PIPES ENCOUNTERED DURING EXCAVATION SHALL BE TRACED OUT AND
REMOVED OR SUPPORTED AS REQUIRED DURING CONSTRUCTION_
12. THE CONTRACTOR SHALL SUBMIT A DETAILED PLAN FOR
CONTROLLING DUST ON THE SITE, TO BE APPROVED BY
THE ENGINEER.
13. POWER POLES AND TELEPHONE POLES WITHIN THE EASEMENT WHICH
CONFLICT WITH PIPE OR STRUCTURE INSTALLATION SHALL BE REMOVED
BY THE CONTRACTOR. OVERHEAD POWER AND TELEPHONE LINES WILL BE
RELOCATED BY THE CONTRACTOR IN AREAS SHOWN ON THE PLANS.
CONTRACTOR WILL COORDINATE WORK WITH THE AFFECTED UTILITIES. ALL WORK
PERFORMED BY THE UTILITIES SHALL BE AT THE CONTRACTORS EXPENSE. HIGH
VOLTAGE POWER WILL REMAIN IN PLACE NEAR THE PIPELINE - CONTRACTOR
SHALL TAKE MEASURES.TO PROTECT WORKERS AND POWER LINES.
14 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARD. SAFETY DEVICES,_ PROTECTIVE EQUIPMENT.- FLAGGERS. AND
ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE. HEALTH. AND SAFETY,
OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE
PERFORMANCE OF WORK COVERED BY THE CONTRACT -`ANY WORK WITHIN THE
TRAVELED RIGHT - -OF-WAY THAT MAY INTERRUPT. NORMAL TRAFFIC FLOW
SHALL REQUIRE AN APPROVED TRAFFIC CONTROL P LAN BY THE TRAFFIC
ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. CITY OF RENTON
18. ALL 108 AND 84 INCH DIAMETER PIPE SHALL BE M -LOAD DESIGNED
REINFORCED CONCRETE PIPE ALL 54 -INCH. DIAMETER PIPE SHALL BE
D -LOAD DESIGNED "REINFORCED CONCRETE PIPE. THE WALL THICKNESS AND
REINFORCEMENT SHALL BE DESIGNED BY THE PIPE SUPPLIER USING THE LOADS
LISTED ON DRAWINGS 5161 AND 5102
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CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS AND THE ENGINEER.
15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS,
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF
RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL
OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER 5-22126" ;.
DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY
OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE v
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1 SYSTEM PROVIDED DURING CONSTRUCTION.
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REVISED TO REFLECT KING COUNTY CONSTRUCTION RECORDS -7/96 - Garry-Struthers Associates, Inc.
2955 80th Avenue. -SE
Mercer Island, WA.
NO' ".REVISION BY DAIS
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See original fil
copies for -
submittal an
.approval
signatures, ` and
r engineer's
profess[
8
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B.T.
T
"® M' G ■ R ® Muntc�"ty of Melrepatm Sedue
JULY 1896
DRAWL CIUM,
SOUTH INTERCEPTOR — PARALLEL
LE ND:
A76
J.H.WI. I QT./S.T.
NONE
PHASE II
RANG No-
RECOMMENDED.
•
TRACT N0 : -..
GENERAL NOTES AND
G 1 ®3
W/M 29-94 `
STRUCTURAL NOTES
SHEET NO: 4 O 32
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