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GENERAL CONSTRUCTION NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CIN OF RENTON PLANNING/BUILDING/PUBLIC
WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CIN
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF
APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK WITHIN
THE PUBLIC RIGHT-OF-WAY.
4. PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS, AND CURBS THAT ARE
DAMAGED BY NEW CONSTRUCTION IN PUBLIC RIGHT-OF-WAY SHALL BE
REPAIRED AS REQUIRED BY THE CITY OF RENTON INSPECTOR.
5. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT DISPATCHER
TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE
INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER
ACCESS BLOCKAGE. THE CONTRACTOR SHALL ALSO NOTIFY THE DISPATCHER
OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS
WORK.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE
IMPLEMENTATION OF THIS PLAN.
7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES
DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES
LOCATOR SERVICE (1-800-424-5555) AT LEAST 72 HOURS PRIOR TO
CONSTRUCTION.
8. THE CONTRACTOR SHALL ADJUST ALL EXISTING MAINTENANCE HOLE RIMS,
DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES
TO FINISH GRADE WITHIN AREAS AFFECTED BY THE IMPROVEMENTS.
9. THE CONTRACTOR SHALL PROVIDE FOR ALL COMPACTION TESTS REQUIRED
BY THE CITY OF RENTON INSPECTOR FOR WORK WITHIN THE PUBLIC
RIGHT-OF-WAY.
10. BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET CITY OF
RENTON STANDARD SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY
OF RENTON.
11. INSPECTION AND ACCEPTANCE OF ALL WORK IN PUBLIC STREET
RIGHT-OF-WAY WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY
OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER
ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE RECONSTRUCTION OF ITEMS
THAT DO NOT MEET AUTHORITIES HAVING JURISDICTION (AHJ) STANDARDS OR
THAT WERE CONSTRUCTED WITHOUT INSPECTION. ANY RECONSTRUCTION
SHALL BE AT CONTRACTOR'S EXPENSE.
12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE TRAFFIC
CONTROL MANUAL. A CITY OF RENTON APPROVED TRAFFIC CONTROL PLAN
WILL BE REQUIRED PRIOR TO ISSUANCE OF PERMIT.
13. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR ANY EXISTING UTILITY
LI N ES.
14. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION HAUL ROUTES TO CITY OF
RENTON PRIOR TO CONSTRUCTION.
15. IN THE EVENT NOTES CONFLICT, THE CITY OF RENTON STANDARD NOTES
SHALL RULE.
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QA QC REVIEW 1
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
PERMIT NUMBER: U13000867
TESC NOTES
1. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND
APPROVED BY THE CITY OF RENTON INSPECTOR PRIOR TO ANY EARTH
DISTURBANCE.
2. THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENT
CONTROL (TESC) PLANS AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT AND UPGRADING OF THE TESC FACILITIES IS THE
RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS
APPROVED AND SITE IS PERMANENTLY STABILIZED.
3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY
SEDIMENTATION COLLECTION FACILITIES TO ENSURE THAT SEDIMENT -LADEN
WATER DOES NOT ENTER THE PUBLIC DRAINAGE SYSTEM. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS
DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO
ENSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE,
DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION
AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY HIS/HER ACTIVITIES AND TO
PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT
ADJACENT PROPERTIES.
4. THE TESC FACILITIES SHOWN ON THE PLANS MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL DEMOLITION, CLEARING, AND GRADING ACTIVITIES,
AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER
DOES NOT LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM, OR VIOLATE
APPLICABLE WATER STANDARDS.
5. DURING THE CONSTRUCTION PERIOD, THE TESC FACILITIES SHALL BE
MAINTAINED AND UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF
DITCHES, PORTABLE TANKS AND SILT FENCES, ETC.) ArS NEEDED SO AS
NOT TO VIOLATE APPLICABLE WATER STANDARDS.
6. ALL TESC FACILITIES SHALL CONFORM TO THE BEST MANAGEMENT
PRACTICES LISTED IN THE CITY OF RENTON EROSION CONTROL NOTES.
7. NO SEDIMENT SHALL BE ALLOWED TO ENTER ANY CATCH BASIN WITHIN
THE PROJECT AREA. IN THE EVENT OF A FAILURE OF THE TESC PLAN
THAT RESULTS IN SEDIMENT ENTERING A CATCH BASIN, THE CONTRACTOR
SHALL REMOVE ALL SUCH SEDIMENT IMMEDIATELY.
8. DISTURBED SOILS THAT ARE EXPOSED TO SURFACE RUNOFF SHALL BE
STABILIZED WITH TESC MEASURES AS DIRECTED BY THE CITY OF RENTON.
9. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR
AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED
FUNCTIONING.
10. CATCH BASINS IN THE STREET OR ON-SITE SHALL BE INSPECTED BY
THE CONTRACTOR DAILY. WATER LEAVING THE SITE DURING
CONSTRUCTION, INCLUDING WATER CARRIED BY TRUCKS, SHALL BE
CLEAN. THE CONTRACTOR S HALL CLEAN CITY CATCH BASINS AND
IMPLEMENT EXTRA SEDIMENTATION CONTROL MEASURES IF NECESSARY
AND AS DIRECTED BY THE RENTON INSPECTOR AT NO ADDITIONAL
EXPENSE TO OWNER.
11. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED DAILY AND WITHIN 24 HOURS FOLLOWING A STORM EVENT.
12. PROTECT STOCKPILES FROM WET WEATHER AND CONTAMINATION FROM
OTHER SOURCES. PROVIDE DUST CONTROL MEASURES AND STOCKPILE
PROTECTION IN ACCORDANCE WITH CITY OF RENTON REQUIREMENTS.
STOCKPILES THAT BECOME UNSUITABLE DUE TO LACK OF PROTECTION
MEASURES SHALL BE PROPERLY DISPOSED OF AND REPLACED AT
CONTRACTOR'S EXPENSE.
13. THE TESC MEASURES SHOWN ON THE PLANS ARE FOR CITY OF RENTON
PERMITTING PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE
FOR ALL MEANS AND METHODS AND SEQUENCING OF TESC MEASURES
AND ENSURING WATER QUALITY REQUIREMENTS ARE MET.
EARTHWORK AND GRADING NOTES
1. NONCOMPLIANCE WITH EROSION CONTROL REQUIREMENTS, WATER
QUALITY REQUIREMENTS, AND CLEARING LIMITS MAY RESULT IN
REVOCATION OF PROJECT PERMITS, PLAN APPROVAL, AND BOND
FORECLOSURES.
2. PRIOR TO ANY WORK INCLUDING GROUND DISTURBANCE, THE
CONTRACTOR SHALL CONTACT THE CITY OF RENTON TO SCHEDULE A
PRE -CONSTRUCTION MEETING.
3. PRIOR TO ANY SITE CONSTRUCTION (WHICH INCLUDES
CLEARING/LOGGING, DEMOLITION, OR GRADING THE SITE), CLEARING
LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE
CONTRACTOR'S SURVEYOR.
4. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY
OF RENTON STANDARDS.
5. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95%
OF MAXIMUM DENSITY BY MODIFIED PROCTOR TEST UNLESS
SPECIFICALLY INDICATED OTHERWISE IN THE SPECIFICATIONS.
6. APPROVAL BY CITY OF RENTON OF THE DRAINAGE AND TEMPORARY
EROSION CONTROL PLANS DOES NOT INCLUDE APPROVAL OF THE
GRADING ACTIVITIES SHOWN HEREIN. GRADING ACTIVITIES WITHIN THE
RIGHT-OF-WAY REQUIRES A PERMIT FROM CITY OF RENTON. GRADING
ACTIVITIES ON ADJACENT PROPERTIES REQUIRES WRITTEN APPROVAL
BY THE ADJACENT PROPERTY OWNER.
7. GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER
15TH AND NO EXCAVATION TO BE PERFORMED BETWEEN OCTOBER
31 ST AND APRIL 1 ST UNLESS CONTRACTOR HAS OBTAINED WRITTEN
APPROVAL BY CITY OF RENTON.
STORM DRAINAGE NOTES
1. PROVIDE STORM DRAIN STENCILING IN PAVEMENT AT ALL STORM DRAIN
CATCH BASINS, INLETS AND AREA DRAINS THAT ARE IN OR WITHIN
ONE FOOT OF A PAVED AREA. STENCILING SHALL BE IN ACCORDANCE
WITH PUBLIC AGENCY STANDARDS.
INFILTRA11ON AND LID FACILMES PROTECTION NOTES
1. MAINTAIN AND UPGRADE EXISTING PROTECTION AND FLOW DIVERSION
MEASURES. REDIRECT SHEET FLOW, BLOCK DRAIN INLETS AND/OR
CURB OPENINGS IN PAVEMENT AND INSTALL FLOW DIVERSION
MEASURES TO PREVENT CONSTRUCTION SILT LADEN WATER AND
DEBRIS FROM ENTERING ROADSIDE BIORETENTION FACILITIES AND
POROUS PAVEMENTS.
2. DO NOT STOCKPILE MATERIALS ON PERVIOUS CONCRETE PAVEMENTS,
BIORETENTION SWALES AND WITHIN PROTECTION ZONE (r-,DRIPLINE) OF
TREES.
PRE-CONSTRUC11ON MEETING
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE
AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE OWNER'S PROFESSIONAL
ENGINEERING CONSULTANTS OF THE PRE -CONSTRUCTION MEETING TIME AND
LOCATION. IF A PRE -CONSTRUCTION MEETING IS NOT REQUIRED, A FIRST
GROUND DISTURBANCE MEETING WITH THE OWNER AND CONSULTANT DESIGN
TEAM IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITY.
HORIZONTAL AND VERTICAL CONTROL NOTES*
*PROVIDED BY BENCHMARK SURVEYING LLC
HORIZONTAL DATUM:
NAD 1983/91 UTILIZING CIN OR RENTON MONUMENTS N0. 58 AND 1843 ON NE
12TH ST.
VERTICAL DATUM:
NAVD 88 PER CITY OF RENTON CONTROL NETWORK
CONTROLLING BENCHMARK: CITY OF RENTON MONUMENT NO. 57:
3" BRASS DISC W/ "X" IN CASE AT INT. OF NE 12TH ST. & EDMONDS AVE. NE.
ELEVATION = 326.43' (99.496 METERS)+
BENCHMARKS:
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SITE BENCHMARK NO.
1: FOUND &
ACCEPTED
PK NAIL AT THE INTERSECTION OF
KIRKLAND AVE. NE &
NE 15TH ST.
ELEVATION
= 376.12
SITE BENCHMARK NO.
2: FOUND &
ACCEPTED
PK NAIL AT THE INTERSECTION OF
KIRKLAND AVE. NE &
NE 16TH ST.
ELEVATION
= 379.91
ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA)
AN AUTOCAD@ CIVIL 3DB 2015 FILE (FOR THE SOLE PURPOSE OF 2D HORIZONTAL
LAYOUT) WILL BE PROVIDED TO THE CONTRACTOR AT THE BEGINNING OF THE
PROJECT'S CONSTRUCTION. THE AUTOCAD FILE WILL PROVIDE FOR HORIZONTAL
LAYOUT OF GRADING CONTOURS, STRIPING, AND/OR PAVING SHOWN ON PLAN VIEW
OF THE DRAWINGS. PRIOR TO RELEASE OF AUTOCAD FILE, CONTRACTOR WILL BE
REQUIRED TO SIGN AN ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) FORM
FROM SvR DESIGN COMPANY. PLEASE SUBMIT REQUEST FOR SvR'S EITA FORM
THROUGH THE OWNER'S PROJECT CONTACT ESTABLISHED FOR THE JOB. OWNER'S
PROJECT CONTACT WILL THEN NOTIFY SvR DESIGN COMPANY'S PROJECT MANAGER
FOR A COPY OF THE EITA FORM. AFTER SvR HAS RECEIVED THE SIGNED EITA FORM,
ALLOW UP TO SEVEN (7) BUSINESS DAYS FOR PREPARATION OF THE FILE BY
SvR. IF DISCREPANCIES ARE OBSERVED BETWEEN THE AUTOCAD FILE PROVIDED AND
INFORMATION SHOWN ON THE HARD COPY OF THE CONSTRUCTION DOCUMENTS,
NOTIFY PROJECT CONTACT BY SUBMITTING A RFI.
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CITY OF RENTON
Approved by: ,i,- ..�w Date: z1- 5cv. Zo .�
Approved by:
Approved by:
Approved by:
R- 383402
Date:
Date:
Date:
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
ON HOS
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BENCHMARK scA�E SON,_ � 1!/1991 �� �3/19/2015
DESIGNED: AS NOTED �!► CITYOFRENTON HOUSING AUTHORITY
DES IGN COMPANY
I_ AA/PB NE 16TH ST & KIRKLAND AVE NE REPAVING FIELDBOOK:
1205 SECOND AVE. SUITE 200DR
AWN: m RENTON PAGE
1I SEATTLE, WA 98101 KA RENTON WA 98056
T 206.223.0326 CHECKED: ONE INC DATU V DRAWING N0:
F 206.223.0125 Ke IFAT FULL NOT ONEINCH Planning/Building/Public Works Dept. NOTES G1.1
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www.svrdesign.com N 0 . REVISION BY DATE AP P R APPROVED:S SCALE ACCORDINGLY SHEET: OF:
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