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Home My WebLink AboutTED4003736.1LaJ C.t LAJ ir a i. Ij LLJ LL Z 0 I— z Li U IL 0 0 U cn Q Ln n 00 CD 0 N E Q a) 0 0 3 0 I 0 N Ln 0 e 0) c a) N Ln 0 0 0 17 A. � . II 1 0 25 50 100 \ _I , u ,�� j ' __ yam ________ -I ------ 1-T----------- - �." . r� S ' ---------- -=5e---------------- —® -- __________� I ( I I � I I, I I I EX. BUILDM !J I I I I �Ilr ; I ------ id II C I d pE� j E L—————————— T — — — —— e ewe Lne e SECTION LINE LEGAL DESCRIPTION (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S FILE NO. NCS-520794-OR1, DATED JULY 20, 2012) THE NORTH 180 FEET (AS MEASURED ALONG THE EAST LINE) OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF; AND EXCEPT THE EAST 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1804907; AND EXCEPT THE NORTH 35 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5849734; AND EXCEPT THAT PORTION LYING NORTHEASTERLY OF THE ARC OF A CIRCLE HAVING A RADIUS OF 25 FEET, SAID CIRCLE BEING TANGENT TO A LINE 35 FEET SOUTH OF AND PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION AND TANGENT TO A LINE 20 FEET WEST OF AND PARALLEL TO THE EAST LINE OF SAID SUBDIVISION AS CONVEYED TO KING COUNTY FOR S.E. 128TH STREET BY DEED RECORDED JUNE 24, 1987 UNDER RECORDING NO, 8706241488. HORIZONTAL DATUM — BASIS OF BEARINGS NAD 83(1991) (PER CITY OF RENTON) SOUTH 88°02'10" EAST. AS MEASURED BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 1503 AND 1851. VERTICAL DATUM — BASIS OF ELEVATIONS (NAVD 88) NAVD 1988 (PER CITY OF RENTON) BENCHMARK: CITY OF RENTON VERTICAL CONTROL POINT "1851 ", BEING ELEV= 398.55 FT, (NAVD 88) THE GENERAL CONTRACTOR SHALL REVIEW PLANS, NOTES, AND GEOTECHNICAL ENGINEER RECOMMENDATIONS FOR SHORING AND DEWATERING MEASURES REQUIRED FOR EXCAVATIONS. COSTS FOR PROVIDING AND IMPLEMENTING THESE MEASURES ON THIS PROJECT SHALL BE SPECIFICALLY INCLUDED IN THE CONTRACTOR'S BID PROPOSALS. EASEMENTS CIVIL GL__""1JERAL NOTES CONTACTS FRED MEYER STORES, INC. P.O. BOX 42121 PORTLAND, OR 97242 PHONE: (503) 797-5617 CONTACT: JAMES COOMBES EMAIL: JAMES.COOMBESOFREDMEYER.COM THE KROGER CO. 3800 S.E. 22ND AVENUE PORTLAND, OR 97202 PHONE: (503) 797-3026 CONTACT: BRIAN PETERSON EMAIL: BRIAN.PETERSON@KROGER.COM QFC 10116 NE 8TH STREET BELLEVUE, WA 98004 PHONE: (425) 462-2163 CONTACT: TIM HANSEN EMAIL: TIM.HANSENOQFCI.COM fable ofRecorded Covenants, Conditions, ReArlctions an / or Easements Shaded' Documents May Impact the Proposed Development of a QFC Fueling Stati n, at NE 0 t, & Duvall Ave, Parcel No. 1.52305-9 .24-03... commonly referred to as 4615 NE 4`" St; $206030188 1 06-03-1982, Easernent nd Agreement - IDrainfield 8706241488 06-244987 Warranty Deed - Right to make necessary slopes for cuts or fill$ 9606210966 06-21-1996 City of Renton Ordinance No, 4612 Sanitary Sewer Service Special Assessment District 20070122001.941. 01-2 -2007 Deed of Trust - Sand,ay LLO & Syn nex. LLC 20091 31000304 12-31-2009 Deed in lieu of Foreclosure ' Sandjay, LLC & Syr nex, Lice 1221-255 11-2 -1923 ID;Uit Claim Deed 58 973 01-23496 Quit -Claim Deed" SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT GEOTECHNICAL ENGINEERING REPORT: QFC 871 FUEL STATION - RENTON, WASHINGTON DATED: AUGUST 22, 2012 PROJECT NO.: 2012-345 SOIL REPORT PERFORMED AND PREPARED BY: THE RILEY GROUP, INC. 17522 BOTHELL WAY NE BOTHELL, WA 98011 PROJECT CONTACT: ERIC L. WOODS, LG (425) 415-0551 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE INSPECTION OF THE FOLLOWING BY A SOILS ENGINEER: A. SITE EXCAVATION AND GRADING, B. INSTALLATION OF SHORING SYSTEM, C. OVEREXCAVATION FOR PLACEMENT OF STRUCTURAL FILL (WHERE APPLICABLE), D. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION, E. VERIFICATION OF SOIL -BEARING CAPACITY, F. PLACEMENT OF UNDERGROUND STORAGE TANK BACKFILL. G. CONSTRUCTION OF CAST -IN -PLACE CONCRETE PILES. SEE ALSO IBC SECTION 1704.9. 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. NO. INDEX TO SHEETS: C1 OF 13 CIVIL GENERAL NOTES C2 OF 13 DEMOLITION AND T.E.S.C. PLAN C3 OF 13 SITE IMPROVEMENT PLAN C4 OF 13 GRADING PLAN C5 OF 13 STORM DRAINAGE PLAN C6 OF 13 SANITARY SEWER AND WATER UTILITY PLAN C7 OF 13 CONSTRUCTION DETAILS C8 OF 13 CONSTRUCTION AND TESC DETAILS C9 OF 13 VAULT DETAILS C10 OF 13 CONSTRUCTION DETAILS C11 OF 13 CONSTRUCTION DETAILS C 12 OF 13 STREET/TRANSPORTATION PLAN C 13 OF 13 CONSTRUCTION NOTES rsI T_ 11 1I A SuNrh, J�I..uMiN L1 OF 7 LANDSCAPE CONSTRUCTION PLAN L2 OF 7 LANDSCAPE CONSTRUCTION NOTES AND DETAILS L3 OF 7 LANDSCAPE PLANTING PLAN L4 OF 7 LANDSCAPE PLANTING NOTES AND DETAILS L5 OF 7 LANDSCAPE IRRIGATION PLAN L6 OF 7 LANDSCAPE IRRIGATION NOTES AND DETAILS L7 OF 7 SIGNIFICANT TREE PLAN EARTHWORK OUANMES: FOR PERMIT PURPOSES ONLY EXPORT =2,800 CY EXPORT MATERIAL SHALL BE DISPOSED OF OFF -SITE AT LOCATION APPROVED BY CITY OF RENTON SITE AREA: EXISTING SITE AREA = 22,092 SF EXISTING IMPERVIOUS AREA = 360 SF EXISTING PERVIOUS AREA = 21,732 SF SITE AREA AFTER RIGHT-OF-WAY DEDICATION = 19,393 SF DEVELOPED IMPERVIOUS AREA = 15,582 SF DEVELOPED PERVIOUS AREA = 3,811 SF AREA DISTURBED DURING CONSTRUCTION = 25,190 SF :Qvo I4 BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: JASON G. HUBBELL, P.E. EMAIL: JHUBBELLOBARGHAUSEN.COM SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: DENNIS SALTYS, P.L.S. EMAIL: DSALTYSOBARGHAUSEWCOM GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2-FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3-INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE -QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL SHALL BE COORDINATED WITH THE COUNTY P.W. DEPARTMENT. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. R=373601 CITY OF.RENTON Approved by: Date: Approved by:� Date: Approved by: Date: 30 (q Approved by: �'Y�f�AU� .�, tN� Date: 6 1 s1AKR@ �`� yWsslr6 0190"M 1 "= 50' DL DL am own DATUM JH M�� s eor arc "C" REVISION BY DATE APPR WPM= sm A como v JSG DAL4t 1_� I 'elk Call Toll Free 1 (800) 424-5555 TWO WORKING DAYS BEFORE YOU DIG • -A dPTT • ll,`�.► THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION, INCLUDING THE UNVERIFIED PUBLIC INFORMATION, AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. C., A(j�' v ® _ Z� `'140 E1N GlN�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES L 2 ® ® as Z Q L C v 41 � o,oZ 'o`�` at001 Z v py0 O CD W o fA v,z o; �>c U_ `O co CIDo da 0 AU0 I LLI F- 6 C o, �NrnN1 J • p N U. �oaQW O ' .e 0 ox i— MQ.MLE 0 S GRlW A syl ®� 28527 �fsJ ��I AL t2 Nt » N N N N N o p ` D \ \ \ e O (V c0 t0 et o® a a o Cr U LC Z 0 W a ~ Q t: Lad N a� m m J Q o ® z w w W z �' w a �- o c N v cn a ® a REEMMEME Project #: 15432 Store #00871 15432-01-Ol.dwg CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE NG AND WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING Address: REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 4615 NE 4TH STREET ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A RENTON, WA REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. CMI. NOTES WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES" PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. OFC P.O. BOX 47060 FUEL,M FACUTY OLYMPIA, WASHINGTON 98504-7060 Droving No.: UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE �1 13 APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE Of RESPONSIBILITY OF THE CONTRACTOR. Ahm CITY OF WAAN RENTON Plonning/Building/Public Works Dept. M QFC FUELING FACILITY Permit No. U 13000883 rculaft PM: gnaw IQ snLtr: a: 001 A�I VI III VI Vt�li