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Home My WebLink AboutR-408303aco O "t O ' LLI ~ 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 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 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. 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. Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 18465 NE 68TH ST REDMOIND, WA. 98052 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: cservice®abossein.com www.abossein.com POURAZARI #39659 001"At4k BASE MAP/TOPOGRAPHY PROVIDED BY r� Pou 1fdS8Q 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 ��SGIST-1+� PLANS CANNOT BE CONSTRUCTED AS a �►.jONAL SHOWN, CONTACT AE PRIOR TO CONSTRUCTION. it el PERMIT SUBMITTAL :20•► 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. SURVEYM GEODETIC SURVEYING SERVICE DESIGNED: S P DRAWN: S P CHECKED: S P APPROVED: SCALE: 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) ,0 CITY OF RENTON Planning/Building/Public Works Dept. R-408302a IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING n,77 Nathan Janders 03/19/2020 1 lqkmol FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 CIVIL NOTES DATE: 02-25-20 FIELDBOOK: PAGE: DRAWING NO: C1.1a SHEET: OF: 3 65 O M O d� A, u L0 O O O cb Q J 2 U rr U J a O U w Z w 0- Z a Z Q r� V )