HomeMy WebLinkAboutR-408302aco
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ADDITIONAL GRADING, EXCAVATION, AND EROSION
CONTROL NOTES
1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE APPROVED GRADING
PLAN, SOILS REPORT, THE MOST CURRENT WSDOT STANDARD SPECIFICATION
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND THE CURRENT CITY
OF RENTON SURFACE WATER MANAGEMENT MANUAL.
2. WHEN CONSTRUCTION OPERATIONS ARE SUCH THAT DEBRIS FROM THE WORK
IS DEPOSITED ON THE STREETS, THE CONTRACTOR SHALL, AS A MINIMUM,
REMOVE ON A DAILY BASIS ANY DEPOSITS OR DEBRIS WHICH MAY
ACCUMULATE ON THE ROADWAY SURFACE. SHOULD DAILY REMOVAL BE
EXCAVATION NOTES
1. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR FEET
OR MORE IN DEPTH THAT DOES NOT MEET THE OPEN PIT
REQUIREMENTS OF SECTION 2-09.3(3)B, IT SHALL BE SHORED AND
CRIBBED. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH
ACT, CHAPTER 49.17 RCW. THE CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR ALL WORKER SAFETY, AND NEITHER THE CITY OF
RENTON NOR THE ENGINEER OF RECORD ASSUMES ANY
RESPONSIBILITY.
INSUFFICIENT TO KEEP THE STREETS CLEAN, THE CONTRACTOR SHALL
2. SUBGRADE COMPACTION SHALL BE TESTED BY A PROFESSIONAL
PERFORM REMOVAL OPERATIONS ON A MORE FREQUENT BASIS. IF THE CITY
GEOTECHNICAL CONSULTANT PRIOR TO PLACING BASE MATERIAL.
OF RENTON CONSTRUCTION INSPECTOR DETERMINES THAT A MORE FREQUENT
UTILITY NOTES
CLEANING IS IMPRACTICAL OR IF THE CONTRACTOR FALLS TO KEEP THE
STREETS FREE FROM DEPOSITS AND DEBRIS RESULTING FROM THE WORK,
THE CONTRACTOR SHALL, UPON ORDER OF THE CITY OF RENTON
1. THE EXISTING UNDERGROUND UTILITIES SHOWN HERE ON ARE
CONSTRUCTION INSPECTOR, PROVIDE FACILITIES FOR, AND REMOVE ALL CLAY
BASED UPON AVAILABLE RESOURCES AND ARE NOT GUARANTEED
OR OTHER DEPOSITS FROM THE TIRES OR BETWEEN WHEELS BEFORE
TO BE ACCURATE, NOR ALL-INCLUSIVE.
TRUCKS OR OTHER EQUIPMENT WILL BE ALLOWED TO TRAVEL OVER PAVED
2. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. IF THE
STREETS. SHOULD THE CONTRACTOR FAIL OR REFUSE TO CLEAN THE
PROJECT REQUIRES ANY EXCAVATION, THE
STREETS IN QUESTION, OR THE TRUCKS OR EQUIPMENT IN QUESTION, THE
DEVELOPER/CONTRACTOR IS REQUIRED TO CALL THE UTILITY
CITY OF RENTON CONSTRUCTION INSPECTOR MAY ORDER THE WORK
UNDERGROUND LOCATION CENTER AT (800) 424-5555 AT LEAST
SUSPENDED AT THE CONTRACTOR'S RISK UNTIL COMPLIANCE WITH THE
TWO DAYS BEFORE STARTING SUCH EXCAVATION IN ACCORDANCE
CONTRACTOR'S OBLIGATIONS IS ASSURED, OR THE CITY OF RENTON
WITH RCW 19.122.
CONSTRUCTION INSPECTOR MAY ORDER THE STREETS IN QUESTION CLEANED
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, IN
BY OTHERS AND SUCH COSTS INCURRED BY THE CITY IN ACHIEVING
PLACE, ALL UTILITIES AND/OR STRUCTURES WHETHER SHOWN OR
COMPLIANCE WITH THESE REQUIREMENTS, INCLUDING CLEANING OF THE
STREETS, SHALL BE DEDUCTED FROM THE WORK ORDER ACCOUNT.
NOT SHOWN ON THIS PLAN. DAMAGE DUE TO THE CONTRACTOR'S
3. THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING
OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
ACCEPTABLE METHODS AND MATERIALS AS SHOWN ON THIS PLAN. IF THE
METHODS AND MATERIALS AS SHOWN ON THIS PLAN ARE NOT ADEQUATE,
HYDROSEEDING
THE CITY OF RENTON CONSTRUCTION INSPECTOR MAY REQUIRE
ADDITIONAL/ALTERNATIVE METHODS FOR EROSION CONTROL AND/OR
PROTECTION OF EXISTING DRAINAGE STRUCTURES. ADDITIONAL OR
0 ALL AREAS THAT ARE CLEARED AND GRUBBED, GRADED,
ALTERNATIVE METHODS SHALL BE SUBMITTED BY THE DESIGN ENGINEER AND
EXCAVATED OR FILLED ARE SUBJECT TO HYDRO SEEDING. ANY
ACCEPTED BY THE CITY OF RENTON CONSTRUCTION INSPECTOR. ANY DAMAGE
OF THESE AREAS THAT ARE LEFT UNPAVED OR
CAUSED TO THE CITY OF RENTON STORM SEWER SYSTEM AS A RESULT OF
UNLANDSCAPED SHALL BE HYDRO SEEDED UNDER THE
THE WORK OUTLINED ON THIS PLAN SHALL BE THE SOLE RESPONSIBILITY OF
DIRECTION AND APPROVAL OF THE CONSTRUCTION INSPECTOR.
THE CONTRACTOR. RESOLVING SAID DAMAGE MAY INCLUDE, BUT NOT BE
0 HYDRO SEED ONLY DURING THE PERIODS OF APRIL 1
LIMITED TO, THE CLEANING OF THE DRAINAGE SYSTEM IN QUESTION BY THE
THROUGH MAY 31 OR SEPTEMBER 1 THROUGH OCTOBER 15.
CONTRACTOR.
THIS HYDRO SEEDING REQUIREMENT MAY BE MET DURING THE
4. WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT
MONTHS OF JUNE THROUGH AUGUST IF IRRIGATION IS
DUST FROM BECOMING AIR BORNE. VIOLATION OF THIS CONDITION WILL
PROVIDED.
RESORT IN A STOP WORK ORDER UNTIL CORRECTED.
0 MAINTAIN HYDRO SEEDING THROUGHOUT THE WINTER WET
5. FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES SHALL
SEASON.
BE PLACED UNDER THE INSPECTION OF A LICENSED GEOTECHNICAL
ENGINEER. SOIL TO BE PLACED SHALL BE TESTED AND COMPACTED TO 95
PERCENT OF ITS MAXIMUM DENSITY. ENGINEER SHALL DOCUMENT EXISTING
SITE CONDITIONS, SOIL AND ITS PLACEMENT AND ALLOWABLE BEARING
CAPACITY SUBMITTED. STANDARD REQUIREMENTS FOR CUTS AND FILL ARE
CONTAINED IN THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGES,
AND MUNICIPAL CONSTRUCTION.
6. A STORM WATER POLLUTION PREVENTION PLAN IS REQUIRED FOR ALL WORK
ORDER PROJECTS. THE PLAN MUST BE IN ACCORDANCE WITH THE CURRENT
RENTON SURFACE WATER MANAGEMENT MANUAL.
7. SEPARATE PERMITS ARE REQUIRED FOR ALL RETAINING WALLS.
MECHANICAL - ELECTRICAL
Ab o s s e in
CIVIL - LEED
FIRE PROTECTION
Engineering,
18465 NE 68TH ST
REDMOINDD, TA. 98052
PH: (425) 462-9441
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FAX: (425) 462-9451
E-Vail: cservice®abossein.com
www.abossein.com
POURAZARI #39659
BASE MAP/TOPOGRAPHY PROVIDED BY
PQU
❑AS&,
OTHERS. ABOSSEIN ENGINEERING (AE)
CANNOT BE HELD LIABLE FOR
OF
ACCURACY. CONTRACTOR SHALL FIELD
VERIFY GRADES, UTILITIES AND ALL
*OTHER EX FEATURES & CONDITIONS. IF
CONDITIONS ARE NOT AS SHOWN &/OR
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PLANS CANNOT BE CONSTRUCTED AS
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SHOWN, CONTACT AE PRIOR TO
CONSTRUCTION.
0 61
PERMIT SUBMITTAL
11.00M Me,
BY I DATE
HEARING EXAMINER DECISION LETTER CRITERIA
THE CONDITIONAL USE PERMIT PARKING MODIFICATION AND STREET MODIFICATION APPLICATIONS SATISFY ALL APPLICABLE
REVIEW CRITERIA FOR THE REASONS IDENTIFIED IN THE FINDINGS AND CONCLUSIONS OF THIS DECISION AND FOR THAT
REASON ARE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS:
1. THE APPLICANT SHALL EITHER REVISE THE PROPOSED IMPERVIOUS SURFACE ON BOTH PARCEL NUMBERS O423059237
AND 0423059307 TO COMPLY WITH MAXIMUM IMPERVIOUS SURFACE REQUIREMENTS AND/OR THE APPLICANT SHALL
SUBMIT AN APPLICATION FOR A LOT LINE ADJUSTMENT WITH THE NEIGHBORING PARCEL TO THE SOUTH (PARCEL
NUMBER 0423059068; ALSO OWNED BY THE FIRST UKRAINIAN PENTECOSTAL CHURCH) ORDER TO MODIFY THE LOT
AREA TO COMPLY WITH IMPERVIOUS SURFACE REQUIREMENTS. THE LOT LINE ADJUSTMENT SHALL BE SUBMITTED FOR
REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CIVIL CONSTRUCTION PERMIT
ISSUANCE.
2. A DETAILED LANDSCAPE PLAN CONSISTENT WITH RMC 4-8-120 SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY
THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE DETAILED LANDSCAPE
PLAN SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING AMENDMENTS:
a) PERIMETER PARKING LOT LANDSCAPING SHALL BE INCLUDED ALONG PARKING STALLS NUMBERED L -14.
b) THE PROPOSED PERIMETER PARKING LOT LANDSCAPING SHALL EITHER BE REVISED TO BE FULLY SITE
OBSCURING OR SHALL BE REVISED TO INCLUDE A 15-FOOT WIDE, PARTIALLY SIGHT -OBSCURING, LANDSCAPED
VISUAL BARRIER, IN COMPLIANCE WITH RMC 4-4-070F.4. C.
c) A 10-FOOT ONSITE LANDSCAPE STRIP SHALL BE INCLUDED ALONG NE 21 ST STREET. THE LANDSCAPE STRIP
SHALL INCLUDE A MIXTURE OF TREES, SHRUBS AND GROUNDCOVER.
d) THE REVISED LANDSCAPE PLAN SHALL DEMONSTRATE COMPLIANCE WITH THE MINIMUM PARKING LOT
LANDSCAPING SQUARE FOOTAGE REQUIREMENTS, AS OUTLINED IN RMC 4-4-070F.6. B.
3. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT DEMONSTRATES COMPLIANCE WITH MAXIMUM COMPACT
PARKING SPACE REGULATIONS FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO
CONSTRUCTION PERMIT ISSUANCE.
4. AN ON -SITE LIGHTING PLAN SHALL BE PROVIDED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION DEMONSTRATING
COMPLIANCE WITH RMC 4-4-075. THE LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE.
5. THE APPLICANT SHALL REPLACE THE EXISTING 15 FEET OF TEMPORARY ASPHALT SIDEWALK TO THE EAST OF THE
PROJECT FRONTAGE WITH CONCRETE SIDEWALK MEETING CITY STANDARDS. COMPLIANCE WITH THIS CONDITION SHALL BE
DEMONSTRATED AT THE TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION.
6. THE APPLICANT SHALL SUBMIT A SITE PLAN DEMONSTRATING COMPLIANCE WITH TURNING RADIUS FIRE ACCESS
REQUIREMENTS FOR REVIEW AND APPROVAL BY THE RENTON FIRE AUTHORITY AT THE TIME OF CIVIL CONSTRUCTION
PERMIT.
7. WITH THE CONSTRUCTION PERMIT APPLICATION THE APPLICANT SHALL EITHER: PROVIDE AN APPROXIMATE 70- FOOT
LONG, 8-INCH DIAMETER WATER MAIN EXTENSION IN ORDER TO ENSURE THE FIRE PORT CONNECTION (FPC) IS WITHIN
50 FEET OF THE HYDRANT; OR, THE APPLICANT SHALL PROVIDE AN ALTERNATE LAYOUT, WITH THE DOUBLE DETECTOR
CHECK VALVE ASSEMBLY (DDCVA) LOCATED IN THE LANDSCAPE PLANTER OUTSIDE THE BUILDING (WHICH IS LOCATED
WITHIN 50 FEET OF THE FIRE HYDRANT). UTILITY PLANS REFLECTING THESE CHANGES SHALL BE REVIEWED AND
APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER AND DEVELOPMENT ENGINEERING PRIOR TO CONSTRUCTION
PERMIT ISSUANCE.
8. THE APPLICANT SHALL SUBMIT AN APPLICATION FOR LOT COMBINATION FOR PARCEL NUMBERS O423059237 AND
0423059307, PRIOR TO CIVIL CONSTRUCTION PERMIT APPLICATION. THE LOT COMBINATION SHALL BE RECORDED PRIOR
TO CERTIFICATE OF OCCUPANCY OF THE PROPOSED ADDITION.
SURVEYED: GEODETIC SURVEYING
SERVICE
DESIGNED: S P
DRAWN: S P
CHECKED: S P
APPROVED:
AS INDICATED
ON DRAWING
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
AomtbL
CITY OF
JW RENTON
Planning/Building/Public Works Dept.
R-408302a
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 03/19/2020 '
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21 ST ST
RENTON, WA 98056
CIVIL NOTES
DATE:
02-25-20
FIELDBOOK:
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