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HomeMy WebLinkAboutzR-372401 Setv 0 '.1 v 0 N POR. OF NE 1/4 OF NW 1/49 S 32, T 23 No R 5 E, W.M. PARCEL NO. 3223059063 WENDY'S RESTAURANT 10619 SE CARR ROAD, RENTON, WA 98058 CIVIL ENGINEERING PLANS BASIS OF BEARINGS THE BASIS OF BEARINGS OF THE SURVEY IS BASED ON THE EAST LINE OF THE SUBJECT PROPERTY AND PER DESCRIPTION, SHOWN AS S 01'26'34" W. VERTICAL DATUM NAVD 88 DATUM. VERTICAL CONTROL IS BASED ON A CPS STATIC SURVEY, WITH OPUS SOLUTION, NAVD 88 DATUM, WHICH IS SAME AS CITY VERTICAL CONTROL. SITE BENCHMARK SITE BENCHMARK #1 DESC.: TOP OF EXISTING SANITARY MANHOLE LOCATION: IN ASPHALT DRIVE, NEAR SW CORNER OF SUBJECT AREA. ELEV.: 370.73' (NAVD88) SITE BENCHMARK #2 DESC.: TOP OF EXISTING SANITARY MANHOLE LOCATION: IN S.E. CARR RD, NEAR NW CORNER OF SUBJECT AREA. ELEV.: 363.39' (NAVD88) GENERAL ENGINEERING NOTES 1. ALL PUBLIC IMPROVEMENTS CONSTRUCTION SHALL CONFORM TO CITY OF RENTON STANDARD SPECIFICATIONS. 2. WORK SHALL INCLUDE REPLACEMENT OF ALL BROKEN PUBLIC AND PRIVATE SIDEWALK, CURB, GUTTER, AND DAMAGED ROADWAY. THIS WORK SHOULD TAKE PLACE WHEN THERE IS NO FURTHER NEED FOR ENCROACHMENT OF HEAVY EQUIPMENT OVER WALKS AND ROADWAYS AND PRIOR TO CITY APPROVAL FOR BUILDING OCCUPANCY. 3. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS PERTAINING TO HIS OPERATIONS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFINE, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE WORK AREA AND TRAFFIC CONTROL HANDBOOK. 7. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) TO ELIMINATE OR MINIMIZE POLLUTION DISCHARGE CAUSED BY CONSTRUCTION. 8. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF HIGH QUALITY ARE TO BE USED. 9. PRIOR TO FINAL APPROVAL AND ACCEPTANCE OF THE WORK THE CONTRACTOR WILL BE REQUIRED TO CLEAN AND REPAIR ON AND OFF -SITE ROADWAYS, CURBS, AND SIDEWALKS USED DURING THE COURSE OF THEIR CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL VALVES, MANHOLES AND BLOW OFFS IN ADVANCE OF CONSTRUCTION AND REPLACING SAME TO FINISHED GRADE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL REPLACE DESTROYED OR DAMAGED MONUMENTS AT HIS EXPENSE. 12. PRIOR TO TRENCHING FOR ANY SEWER, WATER, OR STORM DRAINPIPE, THE CONTRACTOR SHALL VERIFY, IN THE FIELD, THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. THE DESIGN ENGINEER PRIOR TO TRENCHING SHALL RESOLVE ANY DEVIATION FROM THE PLANS. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND SEWER FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGE AND SEWER IMPROVEMENTS ARE INSTALLED, INSPECTED, AND FUNCTIONING. 14. LINES AND GRADES: ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND MADE IN A HORIZONTAL PLANE UNLESS STATED OTHERWISE. 15. HORIZONTAL DIMENSIONS ON PLANS AND PROFILES FOR PIPES, CATCH BASINS, MANHOLES, AND OTHER FACILITIES ARE TO THE CENTERLINES OF THOSE FACILITIES UNLESS NOTED OTHERWISE. PIPE LENGTHS ARE MEASURED HORIZONTALLY. 16. CONTRACTOR SHALL LOCATE, PRESERVE, SUPPORT, AND MAINTAIN ALL FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STREETLIGHTS, TELEPHONE AND OTHERS WHICH MAY BE IN THE AREA OF CONSTRUCTION. RESPECTIVE UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. PROJECT TEAM OWNER TRIMARK NORTH BENSON, LP 420 ELLINGSON RD PACIFIC, WA 98047 ARCHITECT H.G. KIMURA ARCHITECT 18012 W. LAKE DESIRE DR. SE RENTON, WA 98058 (425) 271 -1875 CONTACT: HOWARD KIMURA HGKIMU RA®COMCAST.N ET SURVEYOR RED PLAINS SURVEYING COMPANY 4400 WILL ROGERS PARKWAY SUITE 200 OKLAHOMA CITY, OK 73108 (405) 603 -7842 COMMENTS®RPSU RVEYI NG.COM CIVIL ENGINEER ABOSSEIN ENGINEERING, LLC 2100 112TH AVE NE #201 BELLEVUE, WA 98004 (425) 462 -9441 x 1004 CONTACT: JOSEF VALENTA, PE JOSEF- VALENTA ®ABOSSEIN.COM SITE DATA PROPOSED PARCEL AREA: TOTAL SITE 34,161 SF OR 0.7842 ACRES UTILITY PROVIDERS: WATER DISTRICT SEWER DISTRICT FIRE PROTECTION TELEPHONE SERVICE PROVIDER ELECTRICAL POWER PROVIDER GAS SERVICE SITE ADDRESS 10619 SE CARR ROAD RENTON, WA 98058 VICINITY MAP SCALE: 1" = 500' PROPOSED OUTPARCEL LEGAL DESCRIPTION A TRACT OF LAND LYING IN AND BEING A PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, SECTION 32, TOWNSHIP 23 NO, RANGE 5 E., W.M., COUNTY OF KING, STATE OF WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN THE COUNTY OF KING, STATE OF WASHINGTON; THENCE, SOUTH 01'26'34" WEST ALONG THE CENTERLINE OF 108TH AVE. S.E. A DISTANCE OF 74.98 FEET; NORTH 88'33'26" WEST A DISTANCE OF 55.78 FEET TO THE WEST MARGIN OF 108TH AVE. S.E.; THENCE NORTH 38'11'24" WEST, A DISTANCE OF 22.07 FEET; THENCE NORTH 15'54'58" E, A DISTANCE OF 5.71 FEET TO A POINT OF CURVATURE; THENCE, ON A CURVE TO THE LEFT, HAVING A RADIUS OF 25.00 FEET, A CHORD BEARING OF NORTH 72'29'45" WEST, A CHORD DISTANCE OF 0.65 FEET, FOR AN ARC DISTANCE OF 0.65 ACRES; THENCE NORTH 74'40'26' EAST, A DISTANCE OF 54.78 FEET; THENCE SOUTH 86'50'18" WEST A DISTANCE OF 58.74 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT, HAVING A RADIUS OF 1879.86 FEET, A CHORD BEARING OF SOUTH 86'40'39" WEST, A CHORD DISTANCE OF 10.54 FEET, FOR AN ARC DISTANCE OF 10.54 FEET TO A POINT OF A COMPOUND CURVE TO THE LEFT; THENCE, ON SAID CURVE, HAVING A RADIUS OF 1879.86 FEET, A CHORD BEARING OF SOUTH 84'23'22" WEST, A CHORD DISTANCE OF 139.56 FEET, FOR AN ARC DISTANCE OF 139.60 FEET; THENCE SOUTH 01'24'30" WEST, A DISTANCE OF 20.26 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 01'24'30" WEST, A DISTANCE OF 225.19 FEET; THENCE NORTH 88'33'26" WEST, A DISTANCE OF 151.86 FEET TO A POINT ON A CURVE; THENCE ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 9.00 FEET, A CHORD BEARING OF NORTH 4335'29" WEST, A CHORD DISTANCE OF 12.72 FEET, FOR AN ARC DISTANCE OF 14.13 FEET; THENCE NORTH 01'22'27" EAST, A DISTANCE OF 128.90 FEET; THENCE NORTH 17'26'31" WEST, A DISTANCE OF 52.06 FEET TO A POINT ON THE SOUTHERLY RIGHT- OF-WAY LINE OF S.E. CARR ROAD, AN EXISTING PUBLIC RIGHT- OF-WAY; THENCE ON SAID LINE, ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 1859.86 FEET, A CHORD BEARING OF NORTH 79'21'44" EAST, A CHORD DISTANCE OF 181.76 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 34,161 SQUARE FEET OR 0.7842 ACRES, MORE OR LESS. C4.1 GRADING PROFILES 9 SOOS CREEK (425) 630 -9900 SOOS CREEK (425) 630 -9900 RENTON FIRE (425) 430 -7024 CENTURY LINK (253) 597 -6194 PSE 1(888) 225 -5773 PSE 1(888) 225 -5773 UNDERGROUND UTILITY NOTE UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1- 800 - 424 -5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. SUCH NOTICE SHALL NOT BE LESS THAN 2 NOR MORE THAN 10 BUSINESS DAYS BEFORE THE SCHEDULED DATE OF EXCAVATION. 17. ANY CLARIFICATION OR REQUEST FOR A DEVIATION FROM THE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED TO CIVIL ENGINEER IN WRITING IN THE FORM OF A REQUEST FOR INFORMATION. y Call before you dig SHEET INDEX CIVIL COVER SHEET 1 C1.0 2 C1.1 CIVIL NOTES 3 C1.2 TOPOGRAPHIC SURVEY SHEET 1 4 C1.3 TOPOGRAPHIC SURVEY SHEET 2 5 C2.0 EROSION CONTROL PLAN 6 C3.0 SITE DEMOLITION PLAN 7 C4.0 GRADING PLAN 8 C4.1 GRADING PROFILES 9 C4.2 RETAINING WALL PLAN AND PROFILE 10 C5.0 DRAINAGE CONTROL PLAN 11 C5.1 STORM DRAINAGE PROFILES 12 C5.2 STORM DRAINAGE DETENTION 13 e6.8 5M!IT*l SEWER Pl i4 66H WATER PbkN 15 C7.0 PAVING PLAN R=372401 16 C7.1 HORIZONTAL CONTROL PLAN 17 C8.0 ESC AND PAVING DETAILS 18 C8.1 STORM DRAINAGE DETAILS 20 68.3 WATER DETAILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: !:: DATE:.f S/ BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 [-Mail: cseruce@abosseio.com www.cbossein.corn 6 a C1] R - 372 -�-0 107 WENDYS 10619 SE CARR ROAD RENTON, WA 98055 Ill W W 2 cn W O U J_ L&I u WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No.' 2130871 C1.0 7 F z 0 1 °z 4 C °a a 1 o a � o n a a 6 va® I• F LL m Y Y � C I N N N V N N M i � Z 8� y�j 3 U U rc d O O � F H W w m W W K N m K K Y m 107 WENDYS 10619 SE CARR ROAD RENTON, WA 98055 Ill W W 2 cn W O U J_ L&I u WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No.' 2130871 C1.0 7 F z 0 1 °z 4 C °a a 1 o a � o n a a 6 va® I• F LL m Y Y � C I N N N V N N M i � Z 8� 107 WENDYS 10619 SE CARR ROAD RENTON, WA 98055 Ill W W 2 cn W O U J_ L&I u WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No.' 2130871 C1.0 7 F z 0 1 °z 4 C °a a 1 o a � o n 6 va® I• F LL m Y Y � _ w . s V N 8� 3 rc 107 WENDYS 10619 SE CARR ROAD RENTON, WA 98055 Ill W W 2 cn W O U J_ L&I u WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No.' 2130871 C1.0 7 F z 0 1 °z 4 C °a a 1 o a � o n W w x N a Lu Q U m 0 M N E m e m LL M v 0 N 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.). THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 6. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 7. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 8. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 9. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 10. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 11. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 12. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 13. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. 15. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 16. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 17. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 18. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 19. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 20. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 21. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 22. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 23. 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. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 24. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4 -3 -050). 25. THE CONTRACTOR TO PROVIDE TV INSPECTION OF THE CONSTRUCTED STORM SYSTEM AND A COPY OF VIDEO SHALL BE PROVIDED TO THE CITY PRIOR TO PROJECT ACCEPTANCE. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 16. ADDITIONAL EROSION CONTROL MEASURES /BMPS SHALL BE REQUIRED BY CITY INSPECTOR IF UNCONTROLLED TURBID RUNOFF FROM THE SITE IS EVIDENT. 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 INSUFFICIENT TO KEEP THE STREETS CLEAN, THE CONTRACTOR SHALL PERFORM REMOVAL OPERATIONS ON A MORE FREQUENT BASIS. IF THE CITY OF RENTON CONSTRUCTION INSPECTOR DETERMINES THAT A MORE FREQUENT 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 CONSTRUCTION INSPECTOR, PROVIDE FACILITIES FOR, AND REMOVE ALL CLAY OR OTHER DEPOSITS FROM THE TIRES OR BETWEEN WHEELS BEFORE TRUCKS OR OTHER EQUIPMENT WILL BE ALLOWED TO TRAVEL OVER PAVED STREETS. SHOULD THE CONTRACTOR FAIL OR REFUSE TO CLEAN THE STREETS IN QUESTION, OR THE TRUCKS OR EQUIPMENT IN QUESTION, THE CITY OF RENTON CONSTRUCTION INSPECTOR MAY ORDER THE WORK SUSPENDED AT THE CONTRACTOR'S RISK UNTIL COMPLIANCE WITH THE CONTRACTOR'S OBLIGATIONS IS ASSURED, OR THE CITY OF RENTON CONSTRUCTION INSPECTOR MAY ORDER THE STREETS IN QUESTION CLEANED BY OTHERS AND SUCH COSTS INCURRED BY THE CITY IN ACHIEVING COMPLIANCE WITH THESE REQUIREMENTS, INCLUDING CLEANING OF THE STREETS, SHALL BE DEDUCTED FROM THE WORK ORDER ACCOUNT. 3. THE CONTRACTOR SHALL PROTECT EXISTING DRAINAGE STRUCTURES USING ACCEPTABLE METHODS AND MATERIALS AS SHOWN ON THIS PLAN. IF THE METHODS AND MATERIALS AS SHOWN ON THIS PLAN ARE NOT ADEQUATE, THE CITY OF RENTON CONSTRUCTION INSPECTOR MAY REQUIRE ADDITIONAL /ALTERNATIVE METHODS FOR EROSION CONTROL AND /OR PROTECTION OF EXISTING DRAINAGE STRUCTURES. ADDITIONAL OR ALTERNATIVE METHODS SHALL BE SUBMITTED BY THE DESIGN ENGINEER AND ACCEPTED BY THE CITY OF RENTON CONSTRUCTION INSPECTOR. ANY DAMAGE CAUSED TO THE CITY OF RENTON STORM SEWER SYSTEM AS A RESULT OF THE WORK OUTLINED ON THIS PLAN SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RESOLVING SAID DAMAGE MAY INCLUDE, BUT NOT BE LIMITED TO, THE CLEANING OF THE DRAINAGE SYSTEM IN QUESTION BY THE CONTRACTOR. 4. WATERING PROVISIONS WHEN APPLICABLE MUST BE IN PLACE TO PREVENT DUST FROM BECOMING AIR BORNE. VIOLATION OF THIS CONDITION WILL RESORT IN A STOP WORK ORDER UNTIL CORRECTED. 5. FILL THAT WILL SUPPORT A STREET SECTION OR OTHER STRUCTURES SHALL 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. • ALL AREAS THAT ARE CLEARED AND GRUBBED, GRADED, EXCAVATED OR FILLED ARE SUBJECT TO HYDRO SEEDING. ANY OF THESE a AREAS THAT ARE LEFT UNPAVED OR UNLANDSCAPED SHALL BE HYDRO SEEDED UNDER THE DIRECTION AND APPROVAL OF THE CONSTRUCTION INSPECTOR. m HYDRO SEED ONLY DURING THE PERIODS OF APRIL 1 THROUGH MAY 31 OR SEPTEMBER 1 THROUGH OCTOBER 15. THIS HYDRO o SEEDING REQUIREMENT MAY BE MET DURING THE MONTHS OF JUNE THROUGH AUGUST IF IRRIGATION IS PROVIDED. 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS IF REQUIRED. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 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. 2. SUBGRADE COMPACTION SHALL BE TESTED BY A PROFESSIONAL GEOTECHNICAL CONSULTANT PRIOR TO PLACING BASE MATERIAL. UTILITY NOTES 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HERE ON ARE BASED UPON AVAILABLE RESOURCES AND ARE NOT GUARANTEED TO BE ACCURATE, NOR ALL - INCLUSIVE. 2. ALL UTILITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. IF THE PROJECT REQUIRES ANY EXCAVATION, THE DEVELOPER /CONTRACTOR IS REQUIRED TO CALL THE UTILITY UNDERGROUND LOCATION CENTER AT (800) 424 -5555 AT LEAST TWO DAYS BEFORE STARTING SUCH EXCAVATION IN ACCORDANCE WITH RCW 19.122. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, IN PLACE, ALL UTILITIES AND /OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. R- 312402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:�- -Z:�- DATE:S ra BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservicekbosseia.cam www.abossein.com a MAINTAIN HYDRO SEEDING THROUGHOUT THE WINTER WET SEASON. a m v z z J L t av� IrF LL q � 3 0 • J � Y E - w r v m Sg M m� W N U U a O N M Y N tz m 0 N m C C m v - J L t av� IrF LL q � 3 0 • J � Y E - w r v m Sg M m� N O N M Y N � v - J L t av� IrF LL q � 3 • J � Y E - w r v m Sg m� U) LJJ I- Z J U WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 JOB No. I SHEET No.' 213087 C1.1 IN M z c K U. C N D c a c ZONING INFORMATION Listed below are Setback Height, and Floor Space Area Restrictions as disclosed by applicable Zoning ar Building Codes unless None- is stated below. the source of this information k: Lauresn M. Nicolay, City of Renton, Ph.: (425) 7294, on 61101201.1 Zoning Designation: "CA' COMMERCIAL ARTERIAL Building Height: 50' Minimum Lot Area., 5,000,• MInknum Lot Width: N /A; Max. Bldg. Cowags 65X Bu9ding Setbacks: Fronk 15, Street Side: 10' Parking Requirements- 1 per 75 sq. f. of ginning Area Handicapped.' Per ADA Requirements A field survey was not conducted to determine the flood zone areas. Any flood zone lines distinguishing between flood areas are graphically plotted from FEMA Flood Insurance Rate Maps (FIRM). A flood elevation certificate ma y be needed to determine or verify the location of the flood areas. The subject property's community does participate in the program. It is determined that the subject property resides in the following Flood Zone 'X' as determined by or shown by FIRM Community Panel No. 5JOJJC0979F dated 0511611995 and is not in a Special Flood Hazard Zone. fie Flood Insurance Rate Program was contacted on 611912013 by telephone or email (www. fama.gov) MISCELLANEOUS NOTES ON 1 Property has indirect access to S.E. Carr Road, which is a existing, city maintained, rights —of —way. OThe address of 10619 S.E. Carr Road was observed by the N2 surveyor posted on property as of dote of survey. The basis of bearings of this survey is based on the East N3 line of the subject property and per description, shown as S 0126'34' W. The table below describes the type and number of parking Ostalls entirely within the property boundary. Stalls that are N4 partially within the boundary are listed under the heading partial ". Partial stalls are not counted in the total. PARKING REGULAR HANDICAPPED COVERED PAR77AL TOTAL A88REWA RONS -aysir U70 - UNDERGROUND HC - HANWCAPPW 58 2 1 0 1 0 60 N5 mere was no observable evidence of earth moving work, building construction or building additions within recent months. N6 mere were no changes in street right— of —woy lines either completed or proposed, and available from controlling Jurisdiction or evidence of recent street or sidewalk construction repairs. N7 mere was no observable evidence of site use as a solid waste dump, sump, sanitary landfill or cemetery. NB No evidence of potential wetlands was observed on the subject property at the time the survey was conducted, nor have we received any documentation of any wetlands being located on the subject property. Ng This survey map correctly represents the facts at the time of the survey. There are no discrepancies between the boundary lines of the property as shown on this survey map and as described in the legal description presented in the title commitment. 1 The boundary lines of the property are contiguous with the boundary lines of all adjoining streets, highways right —of —ways and easements, public or private, as described in their most recent respective legal descriptions of record. 1 All major corners of the boundary of the property are located on the survey based on references to existing monuments outside the property boundary. 1 The subject property (APN# 322305- 9063,• Owner(s):Trimark North Benson LP) Contains., 199,461 SO. FT. or 4.5790 ACRES, more or less. All Elevations shown hereon are based on a CPS Static Survey, with OPUS Solution, NAVD88 Datum. Note: All manholes, and iron grates were inaccessible due to overlapped asphalt paving which locked the items down, adding to this the items were all bolted. The inverts shown hereon, for Sanitary Manholes, are calculated, estimated and base on the client provided Sanitary Sewer Design plans. Due to the afore mentioned issues (overlapped asphalt paving) on actual field check for the inverts could not be conducted. IlfA,I THE ABOVEGROUND U77LITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION ONLY THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTIL177ES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER CERTIFIES THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE FIELD INFORMA77ON OBTAINED. 11181THE UNDERGROUND U77LI77ES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWNGS. 7HE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND U77LI77ES SHOWN COMPRISE ALL SUCH U77LI77ES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCA77ON INDICATED ALTHOUGH HE DOES CER77FY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMA 77ON AVAILABLE THE SURVEYOR HAS NOT PHYSICALLY LOCATED 77-IE UNDERGROUND STATEMENT OF ENCROACHMENTS NO OBSERVABLE EVIDENCE OF ENCROACHMENTS ONTO OR OVER SUBJECT PROPERTY'S BOUNDARY LINES AS OF DATE OF SURVEY. UTILITY NOTE 111AJ 7HE ABOVEGROUND U77LI77ES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY 1NFORMA77ON ONLY THE SURVEYOR MAKES NO GUARANTEE THAT THE U77LI77ES SHOWN COMPRISE ALL SUCH U77LI77ES IN THE AREA, E17HER IN SERVICE OR ABANDONED. 77-IE SURVEYOR FURTHER CERTIFIES THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 7NE FIELD INFORMA77ON OBTAINED. 11181THE UNDERGROUND U77LI77ES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMA770N AND EX157ING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND U77LI77ES SHOWN COMPRISE ALL SUCH U77LI77ES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND U77LI77ES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CER77FY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMA 770N AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND U771.777E . VICINITY MAP W 5E J ➢Ra.ECT L La^.Anonl � am W E (N. T. S.) SURVEY RELATED ITEMS CORRESPONDING TO SCHEDULE B TITLE COMMITMENT O6. Right to make necessary slopes for cuts or ills upon said premises for Can Road (East Volley Road to SH. 515) as granted by deed recorded October 29, 1964 under Recording No. 5805277. CY.ANKENT AN HARARE AND COULD NOT BE PLOTTED. O7 7. Right to make necessary slopes for cuts or fills upon said premises for Carr Raad as granted by deed recorded September 21, 1966 under Recording No. 6085507. BLANKET IN NATURE AND COULD NOT BE PLOTTED. 8 8. Easement, including terms and provisions contained therein: Recording Information: May 5, 1970; under Recording No. 6646976, In Favor of Cascade Sewer District, o municipal corporation; For. Sewer with necessary appurtenances; Affects as descrbed Ihereln. ABUTS SIASECT PROPERTY AND PLOTTED HEREOM O9. Right to make necessary slopes for cuts or fills upon said premises for Road (108th Avenue S.E.) as granted by deed recorded May J 1972 under Recording No. 7205030330. Said instrument Is a re -retard of recording no(s). 5981638. DOES NOT AFFECT. 10 10 Covenants, conditions restrictions and /or easements: Recorded- September 19, 1974 Recording No.: 7 209190277. PERTAINS 10 ROADWAY ALONG ""IS NORTH LINE 11 11. Covenonts conditions, restrictlons and /or easements: Records& November 6, 1972: Recording No.. 721 1060378. PERTAINS TO ROADWAYS ALONG SURECTS NORTH AND EAST LINES 12 12. Easement, including terms and provisions contained therein: Recording Information., February 20, 1976 under Recording No. 7602200535; In Favor of King County Water District No. 56 a municipal corporation For. Water mains: Affects• as described therein. AFFECTS AND PLOTTED. (DOES NOT AFFECT PROPOSED OUIPARCEL) O13. The terms and provisions contained in the document entitled Agreement and 13 Covenant Relating to Sewer District Connection Charges, executed by and between Robert Cromblet,' and Coscado Sewer District of Ming County, Washington, a municipal corporation, recorded June 24 1983 as Instrument No. 830624 0 6 73 of Officio/ Records. AFFECTS BLANKET IN NATURE AND COULD NOT BE PLOTTED. 14 14 Right to make necessary slopes for cuts or ills upon said premises for 108th Avenue S.E. as granted by deed recorded January 4, 1984 under Recording No. 8401040749. DOES NOT AFFECT SURVEY AREA. 15 15. Easement, including terms and provisions contained therein: Recording Information: January 4, 1984 under Recording No. 8401040750• In Fovor of. King County For. Slopes; Affects: as described therein. DOE'S NOT AFFECT SURVEY 16 16. Easement, including terms and provisions contolned therein. Recording Information: June 8, 1987,, under Recording No. 8706080901; In Favor of Puget Sound Power & Light Company, o Washington corporatlon For. An underground 1 electric distribution system Affects as described therein. DOES NOT AFFECT. 17. Covenants rnnditlons restrictions and /or easements: Recorded.- July 24 1987; Recording No.: 8707240443. SUMECT PROPERTY SUB.ECT TO TW I'E W AS SET 1 8 FORTH W11TRN DOCUMENT. NOT piorm 1E 18. Easement including terms and provisions contained therein: Recording Information; October 5, 1987 under Recording No. 8710050424,• In Favor of Puget Sound Power & Light Company, a Washington corporation; Far: Underground electric transmission and /or distribution system. Affects: as described therein. ABUTS 19 SAB.ECT PROPERTY AND PLOTTED NEREW 19. Right to make necessary slopes for cuts or Ills upon said premlees far 105th Place SE. as granted by deed recorded October 22, 1987 under Recording No. 20 8710220766. DOES NOT AFFECT SURVEY AREA 20. Right to make necessary slopes for cuts or lilt upon sold premises for 105th Place SE. and S.E. 180th Street as granted by deed recorded October 22, 1987 21 under Recording No. 8 71 0220 76 7. DOES NOT AFFECT SURVEY AREA 21. Easement, including terms and provisions contained therein: Recording Information: December J 1987 under Recording No 8712131164; In Favor at Petro Benson Associates o Washington general partnership, Its successors and assigns, For: Ingress and egress vehicular access, Affects as described therein. AFFECTS 22 AND PLOTTED. (ABUTS PROPOSED WTPARCas SOUTH LqE). 22. Conditions, notes eosemets provisions contained and /hr delineated on the face of the Survey recorded December 29, 1987 under Recording No. 8712299040, In volume 59 of surveys, at page 21, In King County, Washington. AFFECTS NO 23 DESCM410 LAE5 TO PLOT. 23 Covenants, conditions, restrictions and /or easements: Recorded.• January 4, O1986; Recording No.: 8601040279. DOES NOT AFFECT. 24 24. Covenants conditions restrictions and/or easements: Recorded.- January 4, 1988,• Recording Na: 8801040280. AFFECTS AND PLOTTED HEREON, (DOES NOT 25 AFFECT PROPOSM WTPARCEL) 25. Easement, including terms and provisions contained therein: Recording information: May 16, 1988,• under Recording No. 8605160601; In Favor of.. Puget Sound Power & Light Company, a Washington corporation; For: Underground electric transmission and /or distribution system. ANects., as described therein. DOES NOT 26 AFFECT, 26. Covenants conditions restrictions and/or easements Recorded: December 2Z 27 1986; Recording Na.: 8812221415. DOES NOT AFFECT. 27. Easement, including terms and provisions contained therein: Retarding Information: June 1Z 1990 under Recording No. 9006121123 In Favor at King County, o political subdivision; For. Fire fighting equipment and associated emergency vehicles to seMce Benson Conner, Affects: as described therein. 000 2 Q NOT AFFECT SURVEY AREA CJ 28. The terms and provisions contained In the document entitled 'Party Wall Declaration' recorded June 1Z 1990 as Recording No. 9006121125 of Offic7ol Records NON- SURVEY ISSUE PERTAINS TO A PART OF THE EAST PORTION OF RE SUB.ECT PROPERTY. (DUES NOT PERTAIN TO PROPOSED WTPARCEL) IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: ,LL/ BY: DATE: BY: DATE: BY: DATE: O 2929, Easement, Including terms and provisions contained therein: Recording Information: August 26, 1991 under Recording No. 9108260654, In Favor of Petro Benson Associates, a Washington general partnership; For. Sewer service lines. Affects: os described therein. DOES NOT AFFECT SURVEY AREA 30 30. Right to make necessary slopes for cuts or fills upon said premises for road as granted by deed recorded November 2, 1992 under Recording No. 9271020817 DOES NOT AFFECT SURVEY AREA 31 31. Easement Including terms and provisions contained therein: Recording Information: November 14, 1994 under Recording No. 9411141174; In Favor OP. Puget Sound Power & Light Company, a Washington corporation; For An underground electric transmission and /or distribution system. Affects. as described therein. AFFECTS ( NOTE: DEMNIPWON FOR SAD EASEMENT IS AMBIWOUS IN AS Agm As IT Disausis SIE EASEMENT auTERLINE To BE IN THE LOCATION AS coma CTED. THE sURY£Y DOES NOT HALE ANY DOCUMENTS DETERMINE THE LOCATION OF 111E UNmOPOROfAYD LINES) 32 32 The terms provisions and easements) contained in the document entitled Water Easement Agreement' recorded August 3, 1995 as Recording No. 9508031613 of Official Records. AFFECTS AND PLOTTED HEREON. (DOES NOT AFFECT PROPOSED OUIPARCE1,t 3333. The fsmns provisions and easement(s) contalned In the document entitled Agreement for Easement' recorded October 3 2002 as Recording No. 20021003000635 of Official Records. AFFECTS AND PLOTTED HEREW.. (DOES NOT AFFECT PROPOSED WIPARCO). 3434. Easement, Including terms and provisions contained theein: Recording Information: April 9, 2007,• under Recording No. 20070409002396, In Favor of State of Washington, Deportment of Transportation and Its ass/gns,• Fe: Highway constructlen- related activities Affects: as described therein. DOES NOT AFFECT SURVEY AREA 35 35. ResWctions, conditions, dedications notes easements and provisions, If any, as contained and /ar delineated on the face of the King County Boundary Line Adpstment No. L07LOO40 retarded under Recording No. 20070822900006, In King County, Washington. AFFECTS AND PLOTTED HEREON. (PORTIONS AFFECT PROPOSED OUXOT PARS 36 36. Survey by GeoDimensims, dated August 30, 2007, job no. 7320, discloses the following: 1. Concrete curbing extends over out property lines. 3 37. Covenants conditions, restrictions and/Or easements. Recorded.. September 21, 2007; Recording No.: 20070921001927. -SUe"r PROPERTY IS SUB.ECT TO THE C1.2 TOPOGRAPHIC SURVEY - SHEET 1 1"P INS SURVEYING °COMPANY Survey Prepared BV: Red Plains Surveying Company 4400 Will Rogers Parkway Suite 200 Oklahoma City, OK 73108 Phone: 405 - 603 -7842 / Fox: 405- 603 -7852 Email., Cpmments ®rpsurveying.com TITLE LEGAL DESCRIPTION THAT POR770H OF THE NORTHEAST QUARTER OF THE NORTHNEST QUARTER SECROIN 32 TOWNSHIP 23 NO, RANGE 5 E. W.M., COUNTY OF KING, STATE OF WASHINGTON, MORE PARRCULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTH OUARTER CORNER OF SECTION 32, 701WSN/P 2J NORTH, RANGE 5 EAST, W.M. IN THE COUNTY OF KING, STATE OF WASHINGTON,- THENCE, SOUTH 012674' WEST ALONG THE CENTERLINE OF 1087H AVE SE. A DISTANCE OF 470.74 FEET,' THENCE, AT A RIGHT ANGLE NORTH 883326' WEST A DISTANCE OF 5000 FEET TO THE WEST MARGIN OF 108TH AVE, S.E. AND THE POINT OF BEGINNING THENCE NORTH 887326' WEST A DISTANCE OF 249.71 FEET THENCE, NORTH 0126.34' EAST A DISTANCE OF 9867 FEET THENCE. NORTH 883326' REST A DISTANCE OF 36241 FEET; THENCE. NORTH 0122'27' EAST A DISTANCE OF 2092 FEET THENCE NORTH 615820' WEST A DISTANCE OF 1728 FEET, THENCE, NORTH 012227" EAST A DISTANCE OF 177.44 FEET TO THE SOUTHERLY MARGIN OF CARR RD.; THENCE, ALONG SAID SOUTHERLY MARGIN THE FOLOWWG COURSE6 ON A NON - TANGENT CURVE TO THE RIGHT, THE RADIAL CENTER OF WHICH BEARS SOUTH 1849'44' EAST A DISTANCE Or 185986 FEET, THROUGH A CENTRAL ANGLE OF 10'59'31" FOR AN ARC LENGTH OF 356.81 FEET; THENCE NORTH 0124'49' EAST A DISTANCE OF 20.26 FEET,- THENCE, ALONG A NON - TANGENT CURVE TO THE RIGHT, THE RADIAL CENTER Or WHICH BEARS SOUTH 0744'16' EAST A DISTANCE OF 1879.86 FEET THROUGH A CENTRAL ANGLE OF 047577' FOP AN ARC LENGTH OF 139.61 FEET,• THENCE, ALONG A COMPOUND CURVE TO THE RIGHT WIN A RADIUS OF 1879.86 FEET, THROUGH A CENTRAL ANGLE OF 0079.16., FOR AN ARC DISTANCE OF 10.54 FEET THENCE NORTH 865078' EAST, 5874 FEET,' THENCE SOUTH 7440'26" EAST, 54.79 FEET, THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 0129'25; FOR AN ARC DISTANCE OF am FEET THENCE, LEANNG THE SOUTHERLY MARGIN OF CARR ROAD AND FOLLOWNG THE MARGIN OF 106TH AVE SE (SSH. 5 -C (515)) SOUTH 155438 WEST, 571 FEET THENCE SOUTH 387124" EAST, 22.07 FEET; THENCE, SOUTH 012249' WEST, 14700 FEET' THENCE, SOUTH 863726 EAST. 556 FEET,' THENCE, SOUTH 012634' WEST, 247.97 FEET, 70 THE POINT OF BEGINNING (ALSO KNOWN AS LOT X OF KING COUNTY BOUNDARY LINE ADJU57MENT NO. L07LOM ACCORDING TO THAT BOUNDARY LINE AD..VS7MENT RECORDED AUGUST 2Z 2007 UNDER RECORDING NO 20070822900006. IN KING COUNTY, WASHINGTON) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON The property described hereon is the some as the property described In First American itle Insurance Company's Commitment, Order Number. NCS- 605666 -WA7, having an effective dote of April 22, 2013. PROPOSED OUTPARCEL LEGAL DESCRIPTION A TRACT OF LOUD LYING IN AND BONG A POR77M OF THE 1MRINEIST QUARTER OF 116E NORTHWEST QUAR/EN, SECTION JZ TOWNSHIP 23 NO, ROUGE 5 E., W.M., COUNTY OF KING, STATE OF WA5HINCTOY, MORE PART= ANLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTH OUARER CORNER OF SECTON 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M IN THE COUNTY OF KING, STATE OF WASHINGTON, THENCE, SOUTH 01'2634' WEST KONG THE CENIERUNF OF I08M AVE SE A DISTANCE OF 74.98 FEET, NORM 88'33'26' WEST A DISTANCE OF 55.78 FEET TO THE WEST MARGIN OF 1087H AVE SE; THENCE NORTH 307"1'24' WEST, A DISTANCE OF 22.07 FEET, • THENCE NORM f55458' E A DISTANCE OF 5.71 FEET TO AMOUNT OF CURVATURE,, THENCE, ON A CURIE TO THE LEFT, HAVING A RADIUS OF 2500 FEET; A CHORD BEARMG OF NORM 7729'45' WEST, A CHORD DISTANCE OF a65 FEET, FOR AN ARC O/ mcc OF a65 ACRES• THENCE NORTH 74'4036' FAST, A DISTANCE OF 54.78 FEET,, THENCE SOUTH 86'50'18' WEST A DISTANCE OF M74 FEET TO A PONT OF CURVATURE THENCE ON A CURVE TO THE LEFT, HMWNG A RADIUS OF 1879.86 FEET, A CHORD SE4WNC OF som 86'4039' WEST, A CHORD DiSTmar OF 10.54 FEET, FOR AN ARC DISTANCE OF 10.54 FEET TO A POINT OF A COMPOUND CURVE TO THE LEFT, THENCE ON SAID CURVE HAVING A RADIUS OF 1879.66 FEET A CHORD BEARING OF SCUM 84'2322' ME-Sr, A CHORD DISTANCE OF 139.56 FEET, FOR AN ARC DISTANCE OF 139.60 FEET, THENCE SOUTH 012430' WEST, A DISTANCE OF 20.26 FEET TO THE POINT OF BEGINNING THENCE SOUTH 012430' WEST, A DISTANCE OF 225.19 FEET THENCE NORM 883326' WEST, A DISTANCE OF 151.86 FEET TO A POINT ON A CURVE THENCE ON A CURVE TO THE RIGHT, HAVNG A RADIUS OF 9.00 FEET, A CHORD BEARING OF NORTH 453529' WEST, A CHORD DISTANCE OF 12.72 FEET, FOR AN ARC DISTANCE OF 14.13 FEET; THENCE NORM 012227' FAST, A DISTANCE OF 128.90 FEET,' THOICE NORM 17'2631' WREST A DISTANCE OF 52.06 FEET TO A PONT ON THE SOUTHERLY RIGHT- OF-WAY LINE OF S.E. CARR ROAD, AN EWSRNG PUBLIC RIGHT-OF -WAY, THENCE ON SAID UNE ON A CURVE 70 ME RIGHT, HAVING A RADIUS OF 1659.86 FEET, A CHORD BEARING OF NORTH 79.2144' FAST, A CHORD DISTANCE OF 181.76 FEET TO THE PO /NT OF BEGINNING. CONfNN/NG AN AREA OF 34,161 SQUARE FEET OR a7e42 ACRES MORE OR LESS R- 372403 AL TA/ACSM LAND TITLE SURVEY FOR WENDY'S RENTON, WA PARTNER PROJECT NUMBER: 13- 1043971 PROPERTY ADDRESS: 70619 S.E. Carr Rood, Renton, WA 98055 ALTA SURVEY BASED AND RELIED ON FIRST AMERICAN ITLE INSURANCE COMPANY'S COMMITMENT, ORDER NUMBER: NCS- 605666 —WA1, HAVING AN EFFECTIVE DATE OF: APRIL 22, 2013. CERTIFICATION To: Wsnd)'s International, Inc.; First American Title Insurance Company, and Partner Engineering & Science: This is to certify that this map or plot and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Tittle Surveys jointly established and adopted by ALTA and NSPS, and includes items 2, 3, 4, 6o, 6b, 7a, 7bl, 7c, 8, 9, fib, 13, 14, 16, 18, 19, 20a and 22 of Table A thereof. The field work was completed on 0611712013. Date of Plat or Mop: 1 -16 -2014 BRADLEY G WELLS PLS No.: x(1047 IN THE STATE OF: WASHINGTON DATE OF SURVEY:. 0611712013 DATE OF LAST REVISION.' 1012512013 : /1.MlY AI 1 30505 BAINBRIDGE ROAD PA RTNER SUITE 190 SOLON, OHIO 44139 Engineering and Science, Inc. T 440 - 987 -1001 fdavenDortgDartneresi, t:om C_ D '. dZ — %www. portneresi. tom PAGE 1 OF 2 rz z -�C �o oa 0 a 0 SYMBOL LEGEND O- �tIONUMENT SET 0 -17ND. ALUM. DISK UST OF (AS DESCRIBED) WTH LS3045 CAP A88REWA RONS -aysir U70 - UNDERGROUND HC - HANWCAPPW G - CONCRETE GV Q -CAS MENR ® -ELEC PEDESTAL -ROAD 51CN Rrr - RETNMNC Ox - APPRDMMAM - 8 L' WiAt RIT M -6--RA MIDRANT ® -POWc? MANHOLE $AN. - SANITARY AYH. - ASpIIALT MR1C pp 0. - TMUtfvi C -0 NE MRW 0 -RIME/( POLE k _GROUND LIGHT ND. - o MB 80X WT uv p - PIPELINE KNi � -VTUn' PIXE rorSTNO pEO. - PEDESTAL W. - PLANTER WY XH GA - GAS REWLATOR ® -IEEE. P0. E) -WA VALK Tr -WAM? HMRMr MANS - MANSM PMER ®5 SLW M.H. $ -Sni. SENT MN WAr£R H.HaE O ® 'r. - nNIYLD FLOOR �sAN. N - CENn UNE aw R.O.W - VMT -LIB -WAY E -WY MIRE' 0 -PULL am Q -IFLE. YANHIXE FCE. - FENCE Q -CIMB NNE] Q -WARD PAST -BARB MIRE FCE &W. BOULEVARD W/ MM co4ER /L - SETBACK N - WPM -UWT iW ¢ - STMAOE Fr£ LOWUPG A fSMT. - EASEMENT 0 -a WT M® - bONITOP HELL -CRAW LWK FC£ 'IS - AUTP- YRINKLER DISTANCE ® -FLAG P O -TRASH CAN 0 -WATER MERF W iVa - BEARING WAUas - MW 4111 TRANS & _HA 011 -WW MAt 06 $$74T. - sraTUrwry -UN0 0UN0 E 6 -GAS VALUE ® -TRAFFIC M - MEASURED WMEN50N TANK ACCESS CONTAIN. BOX AIS 1!/G FR P - PLAT ORF£N5/ON TT -AUTO SPRWKUI? 0 -m- (La M-R. _RRE RISK R - RECORD DLM£N9QV M - TOP OF RAI _S_ —SS— —W — a - FLOW LINE sav?v WKI, SANTARY SEMEF WAM? WV RD - RWF DRAW —F /D— —y_ — OH — IRS) - RERROO a` SUY£Y UNOFNLFWNO OtERHEAO CCNMUNI"PW ELECTRIC TITLE LEGAL DESCRIPTION THAT POR770H OF THE NORTHEAST QUARTER OF THE NORTHNEST QUARTER SECROIN 32 TOWNSHIP 23 NO, RANGE 5 E. W.M., COUNTY OF KING, STATE OF WASHINGTON, MORE PARRCULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTH OUARTER CORNER OF SECTION 32, 701WSN/P 2J NORTH, RANGE 5 EAST, W.M. IN THE COUNTY OF KING, STATE OF WASHINGTON,- THENCE, SOUTH 012674' WEST ALONG THE CENTERLINE OF 1087H AVE SE. A DISTANCE OF 470.74 FEET,' THENCE, AT A RIGHT ANGLE NORTH 883326' WEST A DISTANCE OF 5000 FEET TO THE WEST MARGIN OF 108TH AVE, S.E. AND THE POINT OF BEGINNING THENCE NORTH 887326' WEST A DISTANCE OF 249.71 FEET THENCE, NORTH 0126.34' EAST A DISTANCE OF 9867 FEET THENCE. NORTH 883326' REST A DISTANCE OF 36241 FEET; THENCE. NORTH 0122'27' EAST A DISTANCE OF 2092 FEET THENCE NORTH 615820' WEST A DISTANCE OF 1728 FEET, THENCE, NORTH 012227" EAST A DISTANCE OF 177.44 FEET TO THE SOUTHERLY MARGIN OF CARR RD.; THENCE, ALONG SAID SOUTHERLY MARGIN THE FOLOWWG COURSE6 ON A NON - TANGENT CURVE TO THE RIGHT, THE RADIAL CENTER OF WHICH BEARS SOUTH 1849'44' EAST A DISTANCE Or 185986 FEET, THROUGH A CENTRAL ANGLE OF 10'59'31" FOR AN ARC LENGTH OF 356.81 FEET; THENCE NORTH 0124'49' EAST A DISTANCE OF 20.26 FEET,- THENCE, ALONG A NON - TANGENT CURVE TO THE RIGHT, THE RADIAL CENTER Or WHICH BEARS SOUTH 0744'16' EAST A DISTANCE OF 1879.86 FEET THROUGH A CENTRAL ANGLE OF 047577' FOP AN ARC LENGTH OF 139.61 FEET,• THENCE, ALONG A COMPOUND CURVE TO THE RIGHT WIN A RADIUS OF 1879.86 FEET, THROUGH A CENTRAL ANGLE OF 0079.16., FOR AN ARC DISTANCE OF 10.54 FEET THENCE NORTH 865078' EAST, 5874 FEET,' THENCE SOUTH 7440'26" EAST, 54.79 FEET, THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 0129'25; FOR AN ARC DISTANCE OF am FEET THENCE, LEANNG THE SOUTHERLY MARGIN OF CARR ROAD AND FOLLOWNG THE MARGIN OF 106TH AVE SE (SSH. 5 -C (515)) SOUTH 155438 WEST, 571 FEET THENCE SOUTH 387124" EAST, 22.07 FEET; THENCE, SOUTH 012249' WEST, 14700 FEET' THENCE, SOUTH 863726 EAST. 556 FEET,' THENCE, SOUTH 012634' WEST, 247.97 FEET, 70 THE POINT OF BEGINNING (ALSO KNOWN AS LOT X OF KING COUNTY BOUNDARY LINE ADJU57MENT NO. L07LOM ACCORDING TO THAT BOUNDARY LINE AD..VS7MENT RECORDED AUGUST 2Z 2007 UNDER RECORDING NO 20070822900006. IN KING COUNTY, WASHINGTON) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON The property described hereon is the some as the property described In First American itle Insurance Company's Commitment, Order Number. NCS- 605666 -WA7, having an effective dote of April 22, 2013. PROPOSED OUTPARCEL LEGAL DESCRIPTION A TRACT OF LOUD LYING IN AND BONG A POR77M OF THE 1MRINEIST QUARTER OF 116E NORTHWEST QUAR/EN, SECTION JZ TOWNSHIP 23 NO, ROUGE 5 E., W.M., COUNTY OF KING, STATE OF WA5HINCTOY, MORE PART= ANLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTH OUARER CORNER OF SECTON 32, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.M IN THE COUNTY OF KING, STATE OF WASHINGTON, THENCE, SOUTH 01'2634' WEST KONG THE CENIERUNF OF I08M AVE SE A DISTANCE OF 74.98 FEET, NORM 88'33'26' WEST A DISTANCE OF 55.78 FEET TO THE WEST MARGIN OF 1087H AVE SE; THENCE NORTH 307"1'24' WEST, A DISTANCE OF 22.07 FEET, • THENCE NORM f55458' E A DISTANCE OF 5.71 FEET TO AMOUNT OF CURVATURE,, THENCE, ON A CURIE TO THE LEFT, HAVING A RADIUS OF 2500 FEET; A CHORD BEARMG OF NORM 7729'45' WEST, A CHORD DISTANCE OF a65 FEET, FOR AN ARC O/ mcc OF a65 ACRES• THENCE NORTH 74'4036' FAST, A DISTANCE OF 54.78 FEET,, THENCE SOUTH 86'50'18' WEST A DISTANCE OF M74 FEET TO A PONT OF CURVATURE THENCE ON A CURVE TO THE LEFT, HMWNG A RADIUS OF 1879.86 FEET, A CHORD SE4WNC OF som 86'4039' WEST, A CHORD DiSTmar OF 10.54 FEET, FOR AN ARC DISTANCE OF 10.54 FEET TO A POINT OF A COMPOUND CURVE TO THE LEFT, THENCE ON SAID CURVE HAVING A RADIUS OF 1879.66 FEET A CHORD BEARING OF SCUM 84'2322' ME-Sr, A CHORD DISTANCE OF 139.56 FEET, FOR AN ARC DISTANCE OF 139.60 FEET, THENCE SOUTH 012430' WEST, A DISTANCE OF 20.26 FEET TO THE POINT OF BEGINNING THENCE SOUTH 012430' WEST, A DISTANCE OF 225.19 FEET THENCE NORM 883326' WEST, A DISTANCE OF 151.86 FEET TO A POINT ON A CURVE THENCE ON A CURVE TO THE RIGHT, HAVNG A RADIUS OF 9.00 FEET, A CHORD BEARING OF NORTH 453529' WEST, A CHORD DISTANCE OF 12.72 FEET, FOR AN ARC DISTANCE OF 14.13 FEET; THENCE NORM 012227' FAST, A DISTANCE OF 128.90 FEET,' THOICE NORM 17'2631' WREST A DISTANCE OF 52.06 FEET TO A PONT ON THE SOUTHERLY RIGHT- OF-WAY LINE OF S.E. CARR ROAD, AN EWSRNG PUBLIC RIGHT-OF -WAY, THENCE ON SAID UNE ON A CURVE 70 ME RIGHT, HAVING A RADIUS OF 1659.86 FEET, A CHORD BEARING OF NORTH 79.2144' FAST, A CHORD DISTANCE OF 181.76 FEET TO THE PO /NT OF BEGINNING. CONfNN/NG AN AREA OF 34,161 SQUARE FEET OR a7e42 ACRES MORE OR LESS R- 372403 AL TA/ACSM LAND TITLE SURVEY FOR WENDY'S RENTON, WA PARTNER PROJECT NUMBER: 13- 1043971 PROPERTY ADDRESS: 70619 S.E. Carr Rood, Renton, WA 98055 ALTA SURVEY BASED AND RELIED ON FIRST AMERICAN ITLE INSURANCE COMPANY'S COMMITMENT, ORDER NUMBER: NCS- 605666 —WA1, HAVING AN EFFECTIVE DATE OF: APRIL 22, 2013. CERTIFICATION To: Wsnd)'s International, Inc.; First American Title Insurance Company, and Partner Engineering & Science: This is to certify that this map or plot and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Tittle Surveys jointly established and adopted by ALTA and NSPS, and includes items 2, 3, 4, 6o, 6b, 7a, 7bl, 7c, 8, 9, fib, 13, 14, 16, 18, 19, 20a and 22 of Table A thereof. The field work was completed on 0611712013. Date of Plat or Mop: 1 -16 -2014 BRADLEY G WELLS PLS No.: x(1047 IN THE STATE OF: WASHINGTON DATE OF SURVEY:. 0611712013 DATE OF LAST REVISION.' 1012512013 : /1.MlY AI 1 30505 BAINBRIDGE ROAD PA RTNER SUITE 190 SOLON, OHIO 44139 Engineering and Science, Inc. T 440 - 987 -1001 fdavenDortgDartneresi, t:om C_ D '. dZ — %www. portneresi. tom PAGE 1 OF 2 rz z -�C �o oa 0 a 0 seiH \'„c G V" -E _ S W -� s.EENT s EASV SSHH j 8 200 R' 0W 8 Al C'.J a CER oOYG Wo+ .'.b6• 'eI -PLANS F FIE ELK)O rcour DONE) bq GRr15S" R- 1859.86' i i ! STepsls''" A- 105$3fA I / i I A; 'I W n N = N b5 f P O I �9� xn-, I , cc N 615820" W 101227 -E N 2x92 — 23 EASEMENT - - - - -- 362.41' 1-- I - - -- I I I � I 33 � I 35 j I � I � I II I II I II I II I II I II I II I II I II I II 1 II I II I I1 I I I / A0( ONE 5 \ 3� v SYMBOL LEGEND n_� '2%,v -sE) 0- MONUMENT SET 0 -END. ALUM. DISK 3 (AS DESCRIBED) ;WTH LS3045 CAP /100, LING) 01) Vi FL1-9, IXI' ( :YGLfP -SA', \'\ \ U/G - UNDERGROUND HC - HANDICAPPED DONE.. - CONCRETE CM 0 -GAS METER F9 _n r, PPJESIAL 4 -ROAD Wo, REi - RETAINLNG APPRON. - APPROVAIATE TA 9 - SIGNAL UCW FH -b- -FIRE HYDRANT (E) uAHHIXE SAN - SANITARY - ASPHALT MRK A, - P1FE[/N£ MRKR PP R 0 -PoNER POLE *J "OWNS UCNT rR J61.64' M B(D. - BNCOLNG MB -MAIL BOX (BIX GOWN) 55. V bb' _' GNL PER O CNEC) (DESIGN ` a CHECK) Ll -TELL: PED. Q -WATER %.w -WATER HYDRANT TRANS - SREGULATOR MA - GAS REGULATOR $-SAN. SEW. MA (CW 0, B (CWLJ NOi ov OGN[) SSNH F.F. nNISTO F" • q - L'ENI£R UNE iRJ64.LK' b:) RO.W - RIGHT -(Y -WAY FCE _ FENCE 1� 6P CBaTEO o0eI" a c) -WARD POST -BARB WRE FCE w W/ m, cot R (F(:355.60'- S) (II r_�5.50' -N) "FL- -. I - rY PED ' -LIGHT PIXf ¢ - STCLY:ADE FCE UNE ( CAL. PER PRo"vCOI ES"K - EAS ITNr CO Q -BEAN W r MW 0 - MON'TOR WELL 4 -FRAM ONK FGE (GFSIGN PLANS: A FIELD CHECK) I S ib N5T. - DISTANCE FP ® -FLAG PIX E (CGULD Nor 6E DOVE) ! a IG UND WNO �1 -ELEC TRANS - HAn10.'CAP ® -IRCW CRAlE SERVICE STAT. - STANTORY U�- UNDERGROUND H U - M£AWRED aMEN40N TANK ACCESS A S / NC CONTRIX. BOX FR I x q -AUTO SPRINKLER ® -TEL. U. C. MRKR. m _pRE PoSFX R - RECOAD DIMENSION TR - TOP OF RIM —S— —SS— W— a - now UNE ,tt . SEMFF SANIT Rr SEMPI WA TO UNE RO - ROCF DRAIN —F /U— — I— — DH — (RS) - RECORD OF wR4Er FIBEk CPRC UNDERGROUND 04£RIEAD \ ccMMVrvicnna+ Eu'crRlc a Ib35 ¢ S 4 I / i I A; 'I W n N = N b5 f P O I �9� xn-, I , cc N 615820" W 101227 -E N 2x92 — 23 EASEMENT - - - - -- 362.41' 1-- I - - -- I I I � I 33 � I 35 j I � I � I II I II I II I II I II I II I II I II I II I II 1 II I II I I1 I I I ti\ PHALT PA NNG iT= ALT RAVNO ASPHALT PAVING IN. IN ASPHALT 'ORNER OF SUE ELEV.: 370.73' — — — — — — — — — — — _ ] — — — — — — — — — — -- _ --------- - - --'C � 8 °Z 35 20.0 R.O.W. EASEM 8 I J vz q 2 EASEMENT 1 - - - -- - -S�8 Q1BJ1L - �_N�4*Ops•lY N 1554580E - - 5.71' w L =10.54 I —naa•� �� N M 72 14' W FH 7p 5 ' 1 S 5ti� C, m Q 6y11 ". Q — S rQ!s F s _ Ic '. rk ti "7 V {�9 o WQ H I 3 Ci h19� 2 §---- I 02 N p , M Pb r \b' 1A' II .} 1 11 F ,. "A. IS TR, 375 06' FL: 37033 (I8- CEIP -NE) H:a7o23' (le "cnw -W) N 88-11-26- W APR. 3223059016 FRED MEYER STORES INC ff-- s —I,—, s � ASPHALT PA NN W 0 249.71' IN COMPLIANCE WITH CITY OF RENTON /STANDARDS BY: G�- ->7'--DATE:� BY: DATE: BY: DATE: BY: DATE: A -01 EASEMENT S 88 33260 0 PIZ f H i3 Q• m ON h mN a v N 50.00' N 883326" W C1.3 TOPOGRAPHIC SURVEY - SHEET 2 a n 3 N N 6 Q_ 4 Q Q W W Mi zJz Sv O 2 UI AI P.O.C. �'-N 14 CORNER SEC. 32, T23N -R5E % II T, SYMBOL LEGEND 0- MONUMENT SET 0 -END. ALUM. DISK 3 ti\ PHALT PA NNG iT= ALT RAVNO ASPHALT PAVING IN. IN ASPHALT 'ORNER OF SUE ELEV.: 370.73' — — — — — — — — — — — _ ] — — — — — — — — — — -- _ --------- - - --'C � 8 °Z 35 20.0 R.O.W. EASEM 8 I J vz q 2 EASEMENT 1 - - - -- - -S�8 Q1BJ1L - �_N�4*Ops•lY N 1554580E - - 5.71' w L =10.54 I —naa•� �� N M 72 14' W FH 7p 5 ' 1 S 5ti� C, m Q 6y11 ". Q — S rQ!s F s _ Ic '. rk ti "7 V {�9 o WQ H I 3 Ci h19� 2 §---- I 02 N p , M Pb r \b' 1A' II .} 1 11 F ,. "A. IS TR, 375 06' FL: 37033 (I8- CEIP -NE) H:a7o23' (le "cnw -W) N 88-11-26- W APR. 3223059016 FRED MEYER STORES INC ff-- s —I,—, s � ASPHALT PA NN W 0 249.71' IN COMPLIANCE WITH CITY OF RENTON /STANDARDS BY: G�- ->7'--DATE:� BY: DATE: BY: DATE: BY: DATE: A -01 EASEMENT S 88 33260 0 PIZ f H i3 Q• m ON h mN a v N 50.00' N 883326" W C1.3 TOPOGRAPHIC SURVEY - SHEET 2 a n 3 N N 6 Q_ 4 Q Q W W Mi zJz Sv O 2 UI AI P.O.C. �'-N 14 CORNER SEC. 32, T23N -R5E W E 30' 0 15' 30' 60' SCALE: 1" = 30' R- 312404 RED P INS SURVEYING .COMPANY Survey Prepared By: Red Plains Surveying Company 4400 Will Rogers Parkway Suite 200 Oklahoma City, OK 73108 Phone: 405- 603 -7842 / Fax., 405 - 603 -7852 Email: Comments®rpsurveying.com % SYMBOL LEGEND 0- MONUMENT SET 0 -END. ALUM. DISK UST OF (AS DESCRIBED) ;WTH LS3045 CAP ABBREWATIONS O -BUSH R[f [E - CONCREI£ U/G - UNDERGROUND HC - HANDICAPPED DONE.. - CONCRETE CM 0 -GAS METER F9 _n r, PPJESIAL 4 -ROAD Wo, REi - RETAINLNG APPRON. - APPROVAIATE TA 9 - SIGNAL UCW FH -b- -FIRE HYDRANT (E) uAHHIXE SAN - SANITARY - ASPHALT MRK A, - P1FE[/N£ MRKR PP R 0 -PoNER POLE *J "OWNS UCNT TIPK - �ICAL M B(D. - BNCOLNG MB -MAIL BOX NO uP9 (j- P /PEU.Vf KNT p -UPUTY PIXE PET. - PEDESTAL bb' PL TS - PLANIEF Ll -TELL: PED. Q -WATER %.w -WATER HYDRANT TRANS - SREGULATOR MA - GAS REGULATOR $-SAN. SEW. MA OS -SI+ 4 'Y. M.M® -WATER MANHOLE F.F. nNISTO F" q - L'ENI£R UNE 6W E -CUY 91HE PLO 8 -PUtL fl :X -2LE MMNLYE RO.W - RIGHT -(Y -WAY FCE _ FENCE 6P VIA. - DIAMETER 0 -CURB INLET c) -WARD POST -BARB WRE FCE /L,, - BW(EVARD W/ m, cot R /L - BUICA'NG SETBACK - rY PED ' -LIGHT PIXf ¢ - STCLY:ADE FCE UNE ES"K - EAS ITNr CO Q -BEAN W r MW 0 - MON'TOR WELL 4 -FRAM ONK FGE A/S - AUTO - SPR /NN(EB N5T. - DISTANCE FP ® -FLAG PIX E rG bM ❑ -TRASH CAN 0 -WARP MEIFR ND - BEARING wNGS - IG UND WNO �1 -ELEC TRANS - HAn10.'CAP ® -IRCW CRAlE SERVICE STAT. - STANTORY U�- UNDERGROUND Cm -GAS VALVE U - M£AWRED aMEN40N TANK ACCESS A S / NC CONTRIX. BOX FR P - PUT MuENSO`N q -AUTO SPRINKLER ® -TEL. U. C. MRKR. m _pRE PoSFX R - RECOAD DIMENSION TR - TOP OF RIM —S— —SS— W— a - now UNE ,tt . SEMFF SANIT Rr SEMPI WA TO UNE RO - ROCF DRAIN —F /U— — I— — DH — (RS) - RECORD OF wR4Er FIBEk CPRC UNDERGROUND 04£RIEAD \ ccMMVrvicnna+ Eu'crRlc W E 30' 0 15' 30' 60' SCALE: 1" = 30' R- 312404 RED P INS SURVEYING .COMPANY Survey Prepared By: Red Plains Surveying Company 4400 Will Rogers Parkway Suite 200 Oklahoma City, OK 73108 Phone: 405- 603 -7842 / Fax., 405 - 603 -7852 Email: Comments®rpsurveying.com Ic W 0 M N E to C m LL 9 1'+ 0 a 0 N i ill , vp In 5. o' / SSMH � SS L}-- • �- c / TR: 363.39' (BOLTED DOWj7�- y � _ CID � 20 10 0 20 40 CA5rh SSMH i / 20.0' F'0VE ��e �cj ©ICB� / �.;5fa3 I� ►1 1 �. SCALE IN FEET (FL PO t FS, 3 C c c�� P�Rr BE DoNEJ 7 _ x = _ _ j - �, r ss / es � 1 9 CK LINE s c EET SIDE SE TB /TP; 361.79\1 R FL FL: 02 "CMP-SE)� 3NIN 6 ) FL:359 00' (12 °CMP -SV/) SSMH (8" pr/c) TRI 351.88' (301 TED DOV/N) \S �I�- A r2 (FL . 355.14'-S) (FL 355 14 E)� (LL- 35504' V/) I �. I -FL' CALC PER PROVIDED) S CL' PLANS; A FIELD CHECK) (COULD NOT BE DONE) f IG - -- - -� TR. 364.06' I r (BOLTED DOVIN) IFL 355 PO S) (FL 355 50' N)___1 / ( "FL" CA, C PER PROVIDED) (DESIGN PLANS; A HELD CHECK) (COULD NOT BE DONE) I V � I I Ir, I I I� e H I I I I 1 I , I i I I i I I I I Vl 4 > t p r 4'Iit. I �1 C1rEf \ I II j yeti II I II /I r / 0 Y it / 2 � I - T , II I r1/ I � 9 i/ it I I I � I� I I I I I I I \\ I7 � _ � nom- ' • �pol� v��� /' i —t SSMH ITR. 370.73' (BOLTED DOWN) i r EASEMENT —r — CTR:370.14' ,, lG II FL 36704' /8 "CMP -F-) �TR 37506' FL: 366.94' (18 °CMP -S) F!_:370.33" (78"CMP -NE) \\ FL.'370.23' (18 "CMP -W) n EROSION CONTROL PLAN I SCALE: 1" = 20' \\ / sl/ w S a ti CU v Z) w y 1c TR.' 379.58' FL: 371.8i' FL: 375. 32' (18 "CMP -SE) FL: 37i. 1' (18 "CMP -SVV) s -- s - J TESC KEY NOTES 1O SILT FENCE ca.o O2 CATCH BASIN FILTER C8.0 O PROVIDE STABILIZED CONSTRUCTION ENTRANCE PER OR USE EXISTING ASPHALT PAVEMENT C8.0 ® CURB AND GUTTER BARRIER PROTECTION C8.0 TESC NOTES 1. SEE SHEET C1.1 CIVIL NOTES FOR EROSION CONTROL NOTES AND ESC RECOMMENDED CONSTRUCTION SEQUENCE. 2. EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS. 3. SEE TECHNICAL INFORMATION REPORT (TIR) FOR MORE INFORMATION. 4. ADDITIONAL EROSION CONTROL MEASURES /BMPS INCLUDING SEDIMENT POND /TRAP Al BAKER TANK(S) SHALL BE REQUIRED BY CITY INSPECTOR IF UNCONTROLLED TURBID RUNOFF FROM THE SITE IS EVIDENT. TESC LEGEND CONSTRUCTION LIMITS — X — SILT FENCE 0 SECURITY FENCE ® CATCH BASIN PROTECTION J 1 CURB AND GUTTER BARRIER PROTECTION R- 312405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: BY: � 'DATE: S •S/ a BY: DATE: Call before you dig BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice@cbosseiacom www.abossein.corn 0 a C D n Z J uj c W WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4121 /14 E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No. 213087 C2.0 r- z N .0 oa x 0 a 0 a J E r ry Z av� F LL E y 3 a i V o U 0 z o_ N 0 � m F w N d d w c W C J N m m W w W K m c° m ;___1 Fv V�o c c mp o z n Z J uj c W WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4121 /14 E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No. 213087 C2.0 r- z N .0 oa x 0 a 0 J E r ry 1 av� F LL E y 3 V i Y o w c c° m Fv c c mp n Z J uj c W WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4121 /14 E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No. 213087 C2.0 r- z N .0 oa x 0 a 0 F ,vl DEMOLITION CONSTRUCTION NOTES: _ 1. CONCRETE FOUNDATIONS AND CONCRETE APRON AROUND THE BUILDING SHALL BE REMOVED. SEE ALSO ARCHITECTURAL r x 20 10 0 20 40 PLANS. 2. ALL UTILITY SERVICE LINES WITHIN NEW BUILDING FOOTPRINT SHALL BE REMOVED. DISCONNECT AND CAP ALL UTILITY SCALE — — 4 _! FEET SERVICES PRIOR TO BUILDING DEMOLITION. COORDINATE WITH UTILITY PURVEYORS. E IN 3 ARRANGE TO PURCHASE A CAP OFF PERMIT. A RECONNECT PERMIT IS ALSO REQUIRED. WATER AND SEWER DISTRICT AND _ PRIOR TO DEMOLISHING THE BUILDING, THE CONTRACTOR SHALL CONTACT SOOS CREEK W of —4 4. EXISTING SIDE SEWER IS NOT SHOWN ON SURVEY. CONTRACTOR TO ABANDON PER SOOS DISTRICT REQUIREMENTS. r 7 eusgnovr � ` I � 5. SEE ELECTRICAL AND MECHANICAL PLANS FOR POWER, LIGHTING, PHONE, AND COMMUNICATION DEMOLITION AND RELOCATION. — 5 9 — // 6. SEE MECHANICAL PLANS FOR GAS DEMOLITION AND RELOCATION. 10 v E�5 a . K. j I 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. a o 0 O`TOB "- / — -- S. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. a '- N - m p W W 9. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION, ADJACENT PROPERTIES, AND VEGETATION w � TO REMAIN, COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. y m 10. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. m a a i C INC s Z O J O w 0 m 0 eo N E m e m LL a x 0 IL 0 N � V1 l , 6 ���Aiiiv► Vii. ~J'���0 *i�i��v��s�i�iGi�it ����� @ ii °NvA�ii�iiiin►iyii�9.i.ii��1� ! a t& "A...�..• 4 400A ill WA I� `mss II E%II SIDS j',II III�_ P1150II /, ss PAR�ING SPACES i�AH/(ING SPA PARKING SPA m ., Y i ASPHAL T PA vIN0 n SITE DEMOLITION PLAN SCALE: 1 " = 20' W cn I ✓S SS ALr _PA Vim DEMO rc % % % SAWCUT Mr REMOVE [ CAP UTI REMOVE L L d REMOVE REMOVE XREMOVE 11. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 12. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 13. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 14. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 15. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 16. COMPLETELY REMOVE TREES, GROWTH AND UNDERBRUSH INCLUDING COMPLETE ROOT SYSTEMS AS REQUIRED FOR NEW CONSTRUCTION IN PLANTERS INDICATED FOR REMOVAL ONLY. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 17. MAKE CUTS AT CLOSEST PAVING JOINT. LITTON LEGEND PAVEMENT UTILITY LINE LITY LINE BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT, STAIRS WITH RAILING ITEM DEMOLITION KEY NOTES: O ABANDON U PLUG OR CAP STORM DRAIN PIPE U PROTECT EXIST UTILITY VAULT O PROTECT EXIST TRAFFIC SIGN ® PROTECT EXIST PP O5 PROTECT EXIST CONCRETE RETAINING WALL I PROTECT EXIST SS MH O7 PROTECT EXIST CURB V cn I ✓S SS ALr _PA Vim DEMO rc % % % SAWCUT Mr REMOVE [ CAP UTI REMOVE L L d REMOVE REMOVE XREMOVE 11. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 12. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 13. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 14. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 15. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 16. COMPLETELY REMOVE TREES, GROWTH AND UNDERBRUSH INCLUDING COMPLETE ROOT SYSTEMS AS REQUIRED FOR NEW CONSTRUCTION IN PLANTERS INDICATED FOR REMOVAL ONLY. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 17. MAKE CUTS AT CLOSEST PAVING JOINT. LITTON LEGEND PAVEMENT UTILITY LINE LITY LINE BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT, STAIRS WITH RAILING ITEM a a N N N N N M 10 n m "z L A ^r€ 3 G a <� E LL V � ° J w • r > = a Cm C-) z' J z O H O m i_u 0 i_u H : co WENDYS 10619 SE CARR ROAD R=372406 �oYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN Abossein 4129/I+ Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Moil: csermekbossencom www.abossein.corn 0 a IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: ,:7— DATE: f S•ASe BY: DATE: N PROTECT ITEM AS DESCRIBED BY KEY NOTE a BY: DATE: Call before you dig BY: DATE: E2000- 2013 -UM T1' 9 -12 -2013 JOB No. SHEET No. 213087 C3.0 I z °z °a a a 0 0 DEMOLITION KEY NOTES: O ABANDON AND PLUG OR CAP STORM DRAIN PIPE O2 PROTECT EXIST UTILITY VAULT O PROTECT EXIST TRAFFIC SIGN ® PROTECT EXIST PP O5 PROTECT EXIST CONCRETE RETAINING WALL © PROTECT EXIST SS MH O7 PROTECT EXIST CURB ® REMOVE EXIST ROCKERY IN ENTIRE LENGTH (NOT SHOWN ON SURVEY) O PROTECT EXIST TRANSFORMER 10 PROTECT EXIST WATER METER a a N N N N N M 10 n m "z L A ^r€ 3 G a <� E LL V � ° J w • r > = a Cm C-) z' J z O H O m i_u 0 i_u H : co WENDYS 10619 SE CARR ROAD R=372406 �oYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN Abossein 4129/I+ Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Moil: csermekbossencom www.abossein.corn 0 a IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: ,:7— DATE: f S•ASe BY: DATE: N PROTECT ITEM AS DESCRIBED BY KEY NOTE a BY: DATE: Call before you dig BY: DATE: E2000- 2013 -UM T1' 9 -12 -2013 JOB No. SHEET No. 213087 C3.0 I z °z °a a a 0 0 F- 0 z O LL L GRADING KEY NOTES CAST IN—PLACE CONCRETE RETAINING WALL C4 2 06 RETAINING WALL TO REMAIN G EXIST CONCRETE 20 10 0 20 40 A SCALE IN FEET DA CURB RAMP IDE SETBA C IK LINE EA _SE1IIEAI T SEE NOTE 81 — T7 SS Ei ss S5 $ 7===== T 37 Q_ ILOT_=R I 377.98 GRADING PLAN SCALE: 1" = 20' 42�_ 42.10 42.10 mml:m� 0 ADA SIDEWALK O ADA PARKING. 1.5% MAX SLOPE IN EACH DIRECTION IN ADA PARKING AREA. INSTALL DETECTABLE WARNING SURFACE TRUNCATED DOMES CONCRETE STAIRS CONCRETE DECORATIVE WALL O TRASH ENCLOSURE CONCRETE SWALE GRADING NOTES 1. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND ADDENDUMS BY TERRACON CONSULTANTS, INC. 2. FOLLOW THE INSTRUCTIONS OF GEOTECHNICAL ENGINEER FOR EXCAVATION OF THE DETENTION TANKS, RETAINING WALL. 3. PROPOSED CONTOURS ARE APPROXIMATE AND SHOULD NOT BE USED FOR CONSTRUCTION STAKING. ONLY SPOT ELEVATIONS SHOULD BE USED FOR STAKING. 4. SEE SHEET C4.1 FOR DRIVE THRU PROFILE AND C7.1 FOR ALIGNMENT CONTROL. 5. ALL SPOT ELEVATION ON ASPHALT PAVEMENT ARE THE TOP FINAL ELEVATIONS. 6. ALL SPOT ELEVATIONS ALONG THE CURBS ARE THE FLOW LINE ELEVATIONS UNLESS DESCRIBED OTHERWISE. 7. SIDE WALKS & CROSS—WALK AREAS HAVE A 1.5% MAX. CROSS—SLOPE AND 4.5% MAX. SLOPE IN DIRECTION OF TRAVEL. B. ADA RAMPS HAVE A MAXIMUM SLOPE OF 1:12 IN DIRECTION OF TRAVEL. 9. ALL LANDINGS FOR STAIRS OR RAMPS ARE SLOPED AT 1.5% MAX. IN THE DIRECTION OF TRAVEL FOR 5' MIN. 10. STAIRS OR STEPS SHALL NOT BE INSTALLED UNLESS EXPLICITLY CALLED FOR. 11. ADJUST ALL SURFACE UTILITY LIDS, COVERS, AND GRATES TO NEW GRADES. CUT 2,075 C.Y.- FI LL 198 C.Y.* * EARTHWORK VOLUMES ARE PROVIDED FOR PERMIT REVIEW ONLY. CONTRACTOR SHALL NOT USE THESE ESTIMATED QUANTITIES FOR BIDDING OR PAYMENT REQUESTS. STRUCTURAL FILL WILL BE PROVIDED BY WASHINGTON ROCK, SUMNER, WA. UNSUITABLE CUT MATERIAL WILL BE HAULED TO WASHINGTON ROCK, SUMNER, WA. TOTAL SITE AREA 34,161 SF AREA OF WORK 34,993 SF GRADING LEGEND CONTOURS BREAKILINE SPOT ELEVATION MATCH EXIST APPROX SPOT ELEV SLOPE DIRECTION CONCRETE RETAINING WALL Call before you dig R- 312401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: 6-2 DATE: BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: cserwe0nbossem.com www.abosseir.om Q_ 211s z m = _m w W w 1.1 N m = w 5,0" EASEMENT .j j U 374.70 374.16 - IE 373,64 2 7 51 4 4.6 37 1 v" �s —JEN � - I EA511 ,, &-A- - 3694 20-0 372.k--- 0 373.60 IDE SETBA C IK LINE EA _SE1IIEAI T SEE NOTE 81 — T7 SS Ei ss S5 $ 7===== T 37 Q_ ILOT_=R I 377.98 GRADING PLAN SCALE: 1" = 20' 42�_ 42.10 42.10 mml:m� 0 ADA SIDEWALK O ADA PARKING. 1.5% MAX SLOPE IN EACH DIRECTION IN ADA PARKING AREA. INSTALL DETECTABLE WARNING SURFACE TRUNCATED DOMES CONCRETE STAIRS CONCRETE DECORATIVE WALL O TRASH ENCLOSURE CONCRETE SWALE GRADING NOTES 1. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT AND ADDENDUMS BY TERRACON CONSULTANTS, INC. 2. FOLLOW THE INSTRUCTIONS OF GEOTECHNICAL ENGINEER FOR EXCAVATION OF THE DETENTION TANKS, RETAINING WALL. 3. PROPOSED CONTOURS ARE APPROXIMATE AND SHOULD NOT BE USED FOR CONSTRUCTION STAKING. ONLY SPOT ELEVATIONS SHOULD BE USED FOR STAKING. 4. SEE SHEET C4.1 FOR DRIVE THRU PROFILE AND C7.1 FOR ALIGNMENT CONTROL. 5. ALL SPOT ELEVATION ON ASPHALT PAVEMENT ARE THE TOP FINAL ELEVATIONS. 6. ALL SPOT ELEVATIONS ALONG THE CURBS ARE THE FLOW LINE ELEVATIONS UNLESS DESCRIBED OTHERWISE. 7. SIDE WALKS & CROSS—WALK AREAS HAVE A 1.5% MAX. CROSS—SLOPE AND 4.5% MAX. SLOPE IN DIRECTION OF TRAVEL. B. ADA RAMPS HAVE A MAXIMUM SLOPE OF 1:12 IN DIRECTION OF TRAVEL. 9. ALL LANDINGS FOR STAIRS OR RAMPS ARE SLOPED AT 1.5% MAX. IN THE DIRECTION OF TRAVEL FOR 5' MIN. 10. STAIRS OR STEPS SHALL NOT BE INSTALLED UNLESS EXPLICITLY CALLED FOR. 11. ADJUST ALL SURFACE UTILITY LIDS, COVERS, AND GRATES TO NEW GRADES. CUT 2,075 C.Y.- FI LL 198 C.Y.* * EARTHWORK VOLUMES ARE PROVIDED FOR PERMIT REVIEW ONLY. CONTRACTOR SHALL NOT USE THESE ESTIMATED QUANTITIES FOR BIDDING OR PAYMENT REQUESTS. STRUCTURAL FILL WILL BE PROVIDED BY WASHINGTON ROCK, SUMNER, WA. UNSUITABLE CUT MATERIAL WILL BE HAULED TO WASHINGTON ROCK, SUMNER, WA. TOTAL SITE AREA 34,161 SF AREA OF WORK 34,993 SF GRADING LEGEND CONTOURS BREAKILINE SPOT ELEVATION MATCH EXIST APPROX SPOT ELEV SLOPE DIRECTION CONCRETE RETAINING WALL Call before you dig R- 312401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: 6-2 DATE: BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: cserwe0nbossem.com www.abosseir.om Q_ 211s z m = _m w W w 1.1 N m = w nE WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000-2013—UM—T1 ULTRA MODERN 4121 /1+ E2000-2013—UM T1 9-12-2013 JOB No. I SHEET No. 2130871 C4.0 --I -1 N. .j j U IE 2 7, 1 nE WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000-2013—UM—T1 ULTRA MODERN 4121 /1+ E2000-2013—UM T1 9-12-2013 JOB No. I SHEET No. 2130871 C4.0 --I -1 N. .j j U IE 2 nE WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000-2013—UM—T1 ULTRA MODERN 4121 /1+ E2000-2013—UM T1 9-12-2013 JOB No. I SHEET No. 2130871 C4.0 --I -1 PROFILE VIEW: DRIVE THRU EXAGGERATION: 4 20 10 0 20 40 SCALE IN FEET 10 390 HIGH PT STA: 12+24.70 LOW PT STA: 12 +86.72 + °m LOW PT STA: 10 +94.66 HIGH PT ELEV: 372.82 LOW PT ELEV: 371.51 ~ 15 pin LOW PT ELEV: 369.90 00a +n PVI STA -12 +28.47 PVI STA:12 +90.11` 385 m PVI STA10+85.70 o PVI ELEV:373.19 PVI ELEV-.371.01 rl ") PVI ELEV:368.99 N ¢ n K:8.10 K:6.08 o 0 i2 �� K: 13.29 N LVC:50.00 LVC:50.00 PVI STA 14+15.98 o F z z 10- w LVC :100.00 5. � � LO v M ELEV 376.880 s W m y Q- w :: : b i - -. Ui -- 380 H m vow z z ON : : p rl LO : ri c� pn LO n m r- ai rl LO ::: : : an O NM N. N M : M M M LJ pU ^w �� 0M c�i� 4.67% 5 - m v � QM > m — 375 W < N i i ccni cam'. ' N N N m py 2.62q — ,0 — — — _ _ —3.55% PROP GRADE AT CL 370 _ EXIST GROUND yy '-LL3 i5 365 ° < « W — w i0 360 > h (D O (0 N N LO c0 00 O 00 00 cD O <F LO O O n M co � In O M n O p M Q @ (N O O Of M (p co m � O M O N N m c N O 00 0 m0 OO N(V dM L6 L6 (6 a n r n r'1M n n "�M MM on r n r n n n r n n n r n n n r n n n r n r n n n r Y MM i"1M MM MM �M nM r7M �M �M �rl �rl �M MM �rl ❑ 3 a 9 +80 10 +00 10 +20 10+40 10 +60 10 +80 11 +00 11 +20 11 +40 11 +60 11 +80 12 +00 12 +20 12 +40 12 +60 12 +80 13 +00 13 +20 13 +40 13 +60 13 +80 14 +00 14 +20 14 +40 14 +60 c m p EXIST GROUND (NP) PROP GRADE (TYP) DVHRU PROFlLE SCALE: HOR 1" = 20' VERT 1" = 5' NOTE SEE SHEET C7.1 HORIZONTAL CONTROL PLAN FOR DRIVE THRU ALIGNMENT STATIONS. R- 312408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: S%r-i BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL — ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E —Mail: csermekbosseio.com www.abossein.com AA WENDYS 10619 SE CARR ROAD RENTON, WA 98055 N LLJ J_ LL O w CL 0 Z 0 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 JOB No. I SHEET No. 2130871 C4.1 7 z 0 �o oa �a a a 0 v N a z 0 co 0 M N E m e m LL i 0 IL 1 � 1 1 r1 1 1 1 1 \ 11 1 1 11 ,1 0 1 1 1,1,1 11, 11 `t \ 1\1 / / n RETAINING WALL PLAN SCALE: 1" = 20' PROFILE VIEW: RET WALL EXAGGERATION: 4 00 I I Off£ ss \ 380 36 TOP OF RETAINING WALL •, o h � ,% 1 1� I 141 I � sus �ti� PVI STA 10 +30.18 PVI STA 10+8209 W 375 PVI STA 20 10 0 20 40 ELEV 371.900 / _ W .. I� !� SCALE IN FEET N a z 0 co 0 M N E m e m LL i 0 IL 1 � 1 1 r1 1 1 1 1 \ 11 1 1 11 ,1 0 1 1 1,1,1 11, 11 `t \ 1\1 / / n RETAINING WALL PLAN SCALE: 1" = 20' PROFILE VIEW: RET WALL EXAGGERATION: 4 00 I I Off£ ss \ 380 36 TOP OF RETAINING WALL (INCLUDING 6" TALL CURB) Z W PVI STA 10 +30.18 PVI STA 10+8209 W 375 PVI STA 10 +20.00 ELEV 371.900 . ELEV 370.800 37 ELEV 370.500 PVI STA 11+53.0: 0 -2.127, ELEV 370.800 000%- — I 370 --_- -_ r37 ° V U U J I PVI STA 10+00.00 h � `ti � O PVI STA 11 .03 ELEV 365.500 — EXIST GROUND 423% ELEV 369.700 00 365 w 2.657. wL EXIST TOP OF 36 CURB PROFILE PVI STA 10 +30.18 FINISHED ,GRADE AT ELEV 364.500 RETAINING WALL TOE 360 PVI STA 10 +00.00 36 ELEV 363.700 355 35 00 f_ In N 0 N m O r N co 00 d' o 00 W � 00 In0 00 co N t0 co O I� d- co In r con co con O I\ co O of ro CO 0 r m O c0 r M M 9 +80 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 11 +20 11 +40 11 +60 11 +80 FG AT WALL TOP OF WALL TOE (TYP) TOP OF RETAINING WALL AS GUARD RAIL - SEE /SHOWN ON PROFILE ARCHITECTURAL h PLANS II ° NEW CURB OR CURB AND GUTTER WEEP HOLES WITH APPROXIMATE LIMITS SCREEN OF EXCAVATION ;E N A'lk FINISHED GRADE AT ALL OWN TOE AS SH ::: 12" MIN THICKNESS OF PROFIL EXIST TOP OF CURB AS 0"001051 •. 1••: • • • TEXTILE sr" • • '• ••. m •'to :\•• AROUND UNDERGROUND }i.. DRAINAGE NOTES: 1. SEE STRUCTURAL PLANS AND CALCULATIONS FOR CAST IN PLACE CONCRETE RETAINING WALL. 2. COMPLY WITH GEOTECHNICAL REPORT FOR RETAINING WALL CONSTRUCTION, EXCAVATION, AND BACKFILL. 3. SEE ARCHITECTURAL PLANS FOR GUARD RAIL. GRAVEL BACKFILL FOR DRAINS 6" PERFORATED PIPE FOUNDATION SOILS COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DRY DENSITY RETAINING WALL TYPICAL SECTION '3 SCALE: 1/2" = 1' -0" GRADING LEGEND �42� CONTOURS -- -- BREAKLINE 42.10 SPOT ELEVATION _�/_a2.io MATCH EXIST APPROX SPOT ELEV -1.5% _ SLOPE DIRECTION m RETAINING WALL n RETAINING WALL PROFILE $ �SCALE: HOR 1" = 20' r VERT 1" = 5' CL Call before you dig R- 312409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY:— DATE: S• •i BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 1121H AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice@obossein.com www.abossein.corn .. 0 a C D' 2- 0 W F3 m � ti } m a a v a O p p N N I N N ID N N N N < mM% L E ~ LL m V m w . s � m s = a °% a- 3� n Z J 0- J J LU J Z O Z � CL Wcl Z' w Q WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 41Zi/I+ E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No.'. 2130871 C4.2 7 f z 0 �z o [] �a a 0 0 Z W W V U U � O O O O o � O w w wL mM% L E ~ LL m V m w . s � m s = a °% a- 3� n Z J 0- J J LU J Z O Z � CL Wcl Z' w Q WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 41Zi/I+ E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No.'. 2130871 C4.2 7 f z 0 �z o [] �a a 0 0 n Z J 0- J J LU J Z O Z � CL Wcl Z' w Q WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 41Zi/I+ E2000- 2013 -UM T1 9 -12 -2013 JOB No. I SHEET No.'. 2130871 C4.2 7 f z 0 �z o [] �a a 0 0 9 C IL a N o� CB -1, STA 10 +42.82 RIM ELEV = 364.50 ©TGB _ IE IN (W) = 359.33 1 CIE OUT (SE) = 359.33 11 '25.5' OF 12' LCPE ® -0.54% 43.1' OF 12" DI \ -0.547 C5.1 CB -5, STA 111 +29.65 1 / RIM ELEV = 371.89 IE IN E = 367.78 DE B CK LIB S A 1R, 361 79' F'c:359.17' (12 "Chip SE F :359.00' 02'CMP RIM ELEV = 370.91 v\ IE IN (NW) = 359.471 \ \IE OUT (S) = 359.470 5.0' OF 36" LCPE ® -0.50 r Y /T 6.7' OF 12" LCPE ® 10.69% F3 -4'x4' FILTERRA 13.3' OF 8" LCPE ® 1.00% I • I I • i a 9 8 I AV 5 J rR ^ 1n CB -3, STA RIM ELEV = 10+06.73 370.31 f 111',1 F2 -4'x6' C5.1 HE IN (E) = 366.22 _ CB -171 STA 10+22.35 IE IN (SW) = 366.22 24.5' OF RIM ELEV = 369.981 „ IE OUT (N) = 366.22 S IE IN (SE) = 366.30 Ij � o 15.6' OF 12 LCPE 0 0.50% IE IN (NW) = 366 .30 1 IE IN (N) = 367.89 IE OUT (NE) = 366.30 C5.1 F4 -4'x4' FILTERRA OF II I, 11.1' OF 8 " LCPE ® 3.36% N Z 0 W 1�I 1 E I a -L L I I I -- I I � s--- SS Y I ---- - - - -L- 1G �TP.: 370.14' I FL:35704' (1B "CHlP -E FL:366.94' (18 "CMP -S) I Y I I � � I I \a S CB -4, STA RIM ELEV = IE IN (N) _ IE IN (E) _ IE OUT (W) I 1� 19.7' OF 8" LCPE ® 1.00% J rR _l�llllii F1 -4'x4' FILTERRA f 111',1 F2 -4'x6' FILTERRA 24.5' OF 8" LCPE ® 1.20% CB -6, STA 11 +16.05 RIM ELEV = 372.30 IE IN (N) = 367.89 IE 0 (W) = 367.89 1 �I OF 8" LCPE @ 1.22% U 10 +86.29 371.99 367.52 367.52 = 367.52'\ II VI 7- S - - SS �- SS TR: 375.066' FL370.33' (18 °CMP -NE FL 370.23' (78'ChIP -W) ss -{sus AP,, 3223059076 FRED MEYER STORES INC 1G i TR: 379.58' FL:371.81' (18 "CMP -N) FL:375. 32' (18 "�^„MP -SE FL: 371. 1' (18 "CMP -SV %) s - -- s - STORM DRAINAGE KEY NOTES 1Q CORE DRILL AND CONNECT TO EXISTING CB. PLUG EXIST INLET 12" 20 10 0 20 40 SCALE IN FEET STORM DRAINAGE LEGEND FILTERRA WITH INTERNAL BYPASS G8.1 OSTORM DRAIN CATCH BASIN TYPE 2 C81 0 YARD DRAIN C8.1 � STORM DRAIN PIPE, SEE ALLOWABLE STORM DRAIN PIPES NOTE AND RD 6" ROOF DRAIN -- - --FD- 4" PERFORATED PIPE FOUNDATION DRAIN SS SANITARY SEWER SW PIPE. IF EXIST CB IS DEEMED IN POOR CONDITION BY THE INSPECTOR, A NEW CB WILL BE INSTALLED. 2O FLOW CONTROL STRUCTURE. � '3 O3 (3) DETENTION TANKS WITH PIPE HEADER, 8' DIA PIPES 230' TOTAL LENGTH, 11,069 CF MIN OF STORAGE VOLUME, PIPE BOTTOM ELEV 359.00. c5� ® COORDINATE LOCATION AND RIM ELEVATION WITH CITY INSPECTOR. MPE � " • •, DUCTILE IRON PIPE, CLASS 50 OR 52 12" REINFORCED CONCRETE PIPE, CLASS IV 18" CORRUGATED PE STORM SEWER PIPE (LCPE) 24" PVC SOLID WALL PIPE, SDR 35 36" STORM DRAINAGE NOTES 1. CONTRACTOR SHALL VERIFY INVERT ELEVATION OF THE EXISTING CATCH BASIN OUTLET PIPE BEFORE COMMENCING CONSTRUCTION. IF CONFLICT EXISTS, CONTACT ENGINEER IMMEDIATELY. 2. STORM DRAIN CATCH BASIN AND MANHOLE RIMS SHALL BE FLUSHED WITH PROPOSED PAVEMENT. THE CONTRACTOR WILL ADJUST RIMS AND GRATES AS NECESSARY TO MATCH PROPOSED GRADE. RIM ELEVATIONS AS SHOWN ON THIS DRAWING ARE FOR INFORMATION ONLY. USE ADA APPROVED STORM DRAIN COVERS. 3. PROVIDE INLET STENCILING FOR POLLUTION CONTROL PER CITY REQUIREMENTS. R- 312410 IN COMPLIANCE WITH CITY OF RENTON STAND RDS BY: DATE: BY: DATE: SS Q n DRAINAGE CONTROL PLAN BY: DATE: e ' SCALE: 1" = zo' Call before you dig BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cserviceMabosseia.com www.abosseir.com 0 IL WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 412'1/1+ 7 I F z 0 �o �Z oy a al 0 a, 0 W w U U N Z 0 W � � N � m F W N d d W W W W C N M m C C m N 0 I N N M Z 6 ° ~ xff E r r I M $ W o 33 m� .y J J c IF- Z O W Z Q WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 412'1/1+ 7 I F z 0 �o �Z oy a al 0 a, 0 W z ¢z 0 N co 0 M N m m e m LL 0 IL a 0 N OF DETENTION HOR 1 " = 2C VERT 1" = 5' CB -4, STAI 10+86.29 PROP GRADE 11 +16.05 CB -2, STA 10 +73.97 O2 RIM ELEV = 371.99 EXIST GROUND RIM ELEV = 372.30 10 +06.73 RIM ELEV = 370.91 375 IE IN (N) = CB -1, STA 10+42.82 = 366.22 CB -4, STA IE IN (NW) = 359.47 IE OUT (W) = 367.89 RIM ELEV = 364.50 375 IE OUT (W) IE OUT (S) = 359.47 ELEV 372.01 RIM ELEV = IE IN (W) = 359.33 CB -5, S TA 1 +29. 1S 1+29. 65 - - -1 RIM ELEV = 370 IE OUT (SE) = 359.33 11.1' OF 8" LCPE ® 3.36% ` 367.52 OF 36" LCPE ® -0.50% - - 375 ELEV 368.18 IE IN (E) = 366.22 365 - 24.5' OF 8" LCPE ® 370 365 29.8' OF 8" LCPE ® 1.22% IE IN (SW) = 366.22 370 IE OUT (W) = 367.52 EXIST GROUND 360 U [5.0' IE OUT (N) ELEV 367.00 ` ELEV 371.81 O 43.1' OF 12" DI ® - 0.54% 365 y o i N to 365 370 _ _ :� _ i 370 6.7' OF 12' LCPE ® 10.69% 1 y i H ELEV 367.00 1 m ELEV 867.98 N ELEV 359.50 360- _.: _. ..:- :.. _ ___1365 'ELEV 365.50 360 ELEV 359.10 r 43.4' OF 8" LCPE ELEV 359.00 19.7' OF 25.5' OF 12" LCPE ® -0.54% 3 0 355 79.6,' OF 12" 355 ® 1.64% d N I!] M -- - -- 360 ELEV 359.00 � r 355 M M 355 m `t 9 +80 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 OF DETENTION HOR 1 " = 2C VERT 1" = 5' CB -4, STAI 10+86.29 CB -6, STA 11 +16.05 PROP GRADE _ RIM ELEV = 371.99 EXIST GROUND RIM ELEV = 372.30 10 +06.73 IE IN (SE) = 366.30 IE IN (N) = 367.52 IE IN (N) = 367.89 = 366.22 CB -4, STA IE IN (E) = 367.52 `, PROP GRADE IE OUT (W) = 367.89 = 366.22 375 IE OUT (W) = 367.52 4 370 ELEV 372.01 RIM ELEV = 371.99 CB -5, S TA 1 +29. 1S 1+29. 65 365 - RIM ELEV = 370 BOX, 11.1' OF 8" LCPE ® 3.36% IE IN (N) = 367.52 370 = 375 ELEV 368.18 IE IN (E) = 366.22 365 - 24.5' OF 8" LCPE ® 1.20% 365 29.8' OF 8" LCPE ® 1.22% IE IN (SW) = 366.22 360- IE OUT (W) = 367.52 360 m N N N � n M M 10 +60 10 +80 11 +00 r2 M 7 N n � M 11 +20 00 � O N � M 11 +40 11 +60 11 +80 n SD PROFILE FROM CB -4 TO F2 �SCALE: HOR 1" = 20' VERT 1" = 5' 9 +80 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 11 +20 11 +40 11 +60 11 +80 HUK 1 = Ll VERT 1" = 5' 380 STORM DRAINAGE KEY NOTES CORE DRILL AND CONNECT TO EXIST CB 380 O2 PROP GRADE CB -7, STA 10+22.35 O3 (3) DETENTION TANKS WITH PIPE HEADER, RIM ELEV = 369.98 CB -3, STA 10 +06.73 IE IN (SE) = 366.30 RIM ELEV = 370.31 IE IN (NW) = 366.30 IE IN (E) = 366.22 CB -4, STA 10+86.29 = 366.22 IE OUT (N) = 366.22 ELEV 370.50 CB -3, STA 10+06.73 4 370 TC 372.01, INV OUT 368.18 RIM ELEV = 371.99 CB -5, S TA 1 +29. 1S 1+29. 65 365 - RIM ELEV = 370.31 BOX, 11.1' OF 8" LCPE ® 3.36% IE IN (N) = 367.52 RIM = 375 355 IE IN (E) = 366.22 PROP GRADE �o 1E IN (E) = 367.52 _ IE IN (E) = IE OUT (S) 367.78 = 367.78 - - 375 IE IN (SW) = 366.22 IE OUT (W) = 367.52 U U IE OUT (N) = 366.22 ` ELEV 371.81 O � y o i N to 1 370 _ _ :� _ i 370 6.7' OF 12' LCPE ® 10.69% EXIST GROUND y i H ELEV 367.00 1 m ELEV 867.98 N zaaJ _. :.:. _.: _. ..:- :.. _ ___1365 'ELEV 365.50 r 43.4' OF 8" LCPE ® 0.60% 19.7' OF 8" LCPE ® 1.00% o, 3 0 79.6,' OF 12" LCPE ® 1.64% 360 -. -- - -- 360 ELEV 359.00 355 355 m `t co M u') O� 00 O I, O) N 00 O) N rn <D O N 00 M O 00 O �Y m 0 m 0 0 O� ^ n n r n r r n r n to 9 +80 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 11 +20 11 +40 11 +60 11 +80 HUK 1 = Ll VERT 1" = 5' 380 STORM DRAINAGE KEY NOTES CORE DRILL AND CONNECT TO EXIST CB 380 O2 PROP GRADE CB -7, STA 10+22.35 O3 (3) DETENTION TANKS WITH PIPE HEADER, RIM ELEV = 369.98 CB -3, STA 10 +06.73 IE IN (SE) = 366.30 RIM ELEV = 370.31 IE IN (NW) = 366.30 IE IN (E) = 366.22 IE OUT (NE) = 366.30 IE IN (SW) = 366.22 IE OUT (N) = 366.22 ELEV 370.50 3701 BOX, 4 370 TC 372.01, INV OUT 368.18 ©3 EXIST GROUND 365 - ELEV 366.67- 365 F4 FILTERRA BIORETENTION SYSTEMS, 4x4 BOX, 11.1' OF 8" LCPE ® 3.36% 15.6' OF 12" LCPE ® 0.50% 360 -- 360 355 355 �o o M 9+80 10+00 10+20 10 +40 10 +60 n SD PROFILE FROM C13-3 TO F4 Y SCALE: HOR 1" = 20' VERT 1" = 5' TO F1 CB -7, STA 10+22.35 - RIM ELEV = 369.98 EXIST GROUND IE IN (SE) = 366.30 - - - IE IN (NW) = 366.30 PROP GRADE IE OUT (NE) = 366.30 ELEV 370. 370 - 3 365 - ELEV 366 13.3' OF 8" LCPE ® 1.00% 360 10 +00 10 +20 10 +40 10+60 SD PROFILE FROM CB -7 TO F3 5 SCALE: HOR 1" = 20' VERT 1" = 5' 1O STORM DRAINAGE KEY NOTES CORE DRILL AND CONNECT TO EXIST CB O2 FLOW CONTROL STRUCTURE. FOR DETAILS SEE O3 (3) DETENTION TANKS WITH PIPE HEADER, 8' DIA PIPES 226.1' TOTAL LENGTH, 11,069 CF OF STORAGE VOLUME MIN, PIPE BOTTOM ELEV 359.00. FOR DETAILS SEE ©1 F1 FILTERRA BIORETENTION SYSTEMS, 44 BOX, TC 371.81, INV OUT 367.98 ©2 F2 FILTERRA BIORETENTION SYSTEMS, 6x4 BOX, TC 372.01, INV OUT 368.18 ©3 F3 FILTERRA BIORETENTION SYSTEMS, 4x4 BOX, TC 370.26, INV OUT 366.43 ® F4 FILTERRA BIORETENTION SYSTEMS, 4x4 BOX, TC 370.50, INV OUT 366.67 R -31241 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: WLYL BY: DATE: ,f � , Q`a BY: DATE: Call before you dig BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Moil: cservicebabossein.com www.abossein.com 0 1 lei N W I LL W CL W Q Z_ O H V) WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 JOB No. SHEET No. ,2130871 C5.1 7 -1 f I z� -D� a � I 0 a, v z w U U d O O � y o N to Z F- y i H 1 1 m N N O r o, Z J L J g rrvE E� E .u� u • i a w L _ p� 8 a, 3� FV1 m� 1 lei N W I LL W CL W Q Z_ O H V) WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 JOB No. SHEET No. ,2130871 C5.1 7 -1 f I z� -D� a � I 0 a, v POLYPROPYLENE TYPE 2 60" DIA MANHOLE STEPS 12" CONTROL CB WITH FLOW 3 - 8' 0 3' 0 ACCESS RISERS 5 SPACED (TYP) RESTRICTOR DETENTION PIPES r(TYP AT FACH PIPE) Cg 1LIMITS OF CONCRETE SLAB 36" PIPE 8' 0 BULKHEAD 4 "0 ELBOW 4 RESTRICTOR WITH - - - 1.04 "0 ORIFICE 2.00' M - °o TYPE 2 54" DIA CB REQUIRED FOR THIS JUNCTION i SHEAR GATE WITH ROD FOR CLEANOUT PER CITY OF TYPE 2 60" DIA CONTROL 40.00' P N 237.30TON STD CB WITH FLOW RESTRICTOR 66.00' j. 8.00' 12 "0 RISER 23 C5.2 \8' DIA DETENTION CONTROL STRUCTURE PLAN TANK 2 SCALE: 1" = 2' 12" THICK CONCRETE SLAB 8" THICK CONCRETE SLAB FRAME GRATE AND LOCKING TYPE 2 60" DIA ACCESS RISERS TYPE 2 60" DIA MANHOLE COVER PER CITY CONTROL CB WITH PROPOSED GRADE C8.1 CONTROL CB WITH FLOW STD DET 204.50 FLOW RESTRICTOR 12" DIA PIPE RESTRICTOR 36° DIA PIPE C8.1 RISER ELEV 367.00 0 SEDIMENT LEVEL POLYPROPYLENE I o TYPE 2 54" DIA CB MANHOLE STEPS 12" IE ELEV 365.10 IE ELEV 359.50 u? ------ __ - -_- ° ___________ _ __ IE ELEV 365.50 SPACED (TYP) IE ELEV 359.47 ELEV 359.00 ELEV 359.00 z 8' DIA DETENTION IE ELEV 359.47 3 - 8'0 DETENTION TANK PIPES TANK 230' LONG, PROVIDED MIN O DETENTION VOLUME OF 11,069 CF RISER OVERFLOW (W /O 0.5' OF SEDIMENT STORAGE). ELEV 367.00 - SEE NOTE 1 FOR PIPE MATERIAL DETENTION TANK NOTES 1. DETENTION TANKS SHALL BE: TOP ORIFICE •ALUMINIZED TYPE 2 CORRUGATED STEEL PIPE (AASHTO ELEV 365.10 M274 AND M36) • STEEL REINFORCED POLYETHYLENE PIPE (DUROMAXX OR 3 TOP ORIFICE 'q SIMILAR) 0 1 04„ z DETENTION TANKS PLAN AND SECTION 5 �SCALE: 1" = 10' 2. DETENTION TANK PIPE SHALL HAVE A WATERTIGHT JOINTS. - LU 3. ALL METAL PARTS SHALL BE CORROSION RESISTANT, STAINLESS z STEEL OR ALUMINUM. ALL GALVANIZED PARTS TO HAVE ASPHALT SHEAR GATE z TREATMENT 1. 4. SEE ALSO CITY OF RENTON STD PLAN 235.00 - TYPICAL DETENTION m 11.00' TANK AND STD PLAN 235.10 - DETENTION TANK ACCESS DETAIL O w TYP PROPOSED FOR MORE DETAILS. - o z GRADE IE OUT ELEV 359.47 o z v PAVEMENT SECTION C8.1 0 - - a - N IE ELEV 359.50 IE ELEV 359.00 BOTTOM ORIFICE w a M IE ELEV 359.47 E SELECTED GRANUAL FILL PER ELEV 357.47 PIPE M AASHTO M145 Al, A2, OR A3, OR o z SUPPORT 8" THICK LEAN CONC MIX APPROVED EQUAL PLACED IN 8" BOTTOM ORIFICE LL (1,500 PSI MIN) W / #4 LIFTS (COMPACTED TO MIN 90% STD 0 0.41" BARS ® 24" O.C. DENSITY PER AASHTO T99 ° TRANSVERSE DIRECTION > (12" THICK AT NOTE: 72412 BULKHEAD) SEE CITY OF RENTON STD PLAN 237.00 '° FLOW RESTRICTOR AND 237.30 FROP -T R=3 SHEAR GATE FOR DETAILS NOT SHOW CONTROL STRUCTURE SECTION 2 HERE. IL 3.00 3 SCALE: 1" = 2' E TYP PIPE GRANULAR BEDDING MATERIAL, ROUGHLY SHAPED o TO FIT THE BOTTOM OF PIPE, 4" TO 6" IN DEPTH ri (REMOVE ANY UNSUITABLE FOUNDATION MATERIAL AS v APPROVED BY GEOTECHNICAL ENGINEER) N ,1 DETENTION PIPE BEDDING AND BACKFlLL Q �TJSCALE: 1" = 5' Call before you dig 0 o a IN COMPLIANCE WITH CITY OF RENTON S RDS BY: DATE: _ q Iq BY:-- DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH (425) 462-9441 FAX (425) 462 -9451 E_ Mail cservice @obossein.com www.cibossein.com WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 412'1/1+ Vq oy` xa a 30419�Ve' E2000- 2013 -UM T1' 9 -12 -2013 JOB No. SHEET No.' 2130871 C5.2 I R z 0 "n ND 0 a 0 ' w w U U 3 w U U a. N f/l O H F W O O w W w w N M m K K '. m im O N O O N O N N N N '� O .r N M •.1' N '. J y IL a a ',......'.. E ~ LL W ° J M � _ w V N v o s� m Z I v! � Z W H W W z D ' 0 U) WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 412'1/1+ Vq oy` xa a 30419�Ve' E2000- 2013 -UM T1' 9 -12 -2013 JOB No. SHEET No.' 2130871 C5.2 I R z 0 "n ND 0 a 0 9 O a v 0 N — — — — — — — PAVING KEY NOTES — _ — 1O SAWCUT ASPHALT PAVEMENT AND HOT TAR SEAL LINE (TYP) SAWCUT CONCRETE SIDEWALK > H ADA RAMP, SEE ARCHITECTURAL PLANS / PRECAST WHEEL STOP EE ARCH PLANS / -� / i _• -� / .�– ^ ' — � j ® (TYP) S ARCHITECTURAL TRASH ENCLOSURE CONCRETE PAD, SEE TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS � ,�❑ cw . � _ — � tai ;ID Ely BACK LINE s 15 , \\ 50 \ 1 \ S `�7 s 'I �II I ' i I pll I III I I i \I III j FFE _ .0w m I, 1 0 1 .:- _8 9 ,9 r 13 L .. f I. 4 _7"°`— ss PAVING PLAN SCALE: 1" = 20' 20 10 0 20 40 Q CAST IN PLACE CONCRETE RETAINING WALL, SEE STRUCTURAL PLANS AND SCALE IN FEET C4.2 ® CONCRETE DECORATIVE WALL, SEE ARCHITECTURAL PLANS Og CONCRETE DECORATIVE SIDEWALK, SEE ARCHITECTURAL PLANS 10 CAST IN PLACE CONCRETE CURB, SEE ARCHITECTURAL PLANS 11 CAST IN PLACE CONCRETE CURB AND GUTTER, SEE ARCHITECTURAL PLANS 12 DRIVE THRU CONCRETE CURB, SEE ARCHITECTURAL PLANS 13 CONCRETE SIDEWALK CURB, SEE ARCHITECTURAL PLANS 1q CONCRETE SIDEWALK, SEE ARCHITECTURAL PLANS 15 CONCRETE SIDEWALK STEPS, SEE GRADING PLAN AND ARCHITECTURAL PLANS PAVING NOTES CONTRACTOR SHALL ADJUST ALL EXISTING AND NEW LIDS AND COVERS TO MATCH 1. TOP OF ASPHALT OVERLAY. 2. SEE HORIZONTAL CONTROL PLAN AND ARCHITECTURAL PLANS FOR SITE LAYOUT W DIMENSIONS. 3. SEE ARCHITECTURAL PLANS FOR TRAFFIC MARKINGS. 4. SEE ARCHITECTURAL PLANS FOR MISCELLANEOUS DETAILS, DRIVE THRU MENU SIGN, BOLLARDS, ETC. 5. SEE LANDSCAPING PLANS FOR LANSCAPING AREAS PAVING KEY NOTES OASPHALT PAVING OR PATCHING FOR DRIVE AREA, FOR SECTION SEE C8.0 ® ASPHALT PAVING OR PATCHING FOR PARKING AREA, FOR SECTION SEE CS.O OCONCRETE SIDEWALK OR DRIVEWAY, FOR SIDEWALKS SEE ARCHITECTURAL PLANS, FOR DRIVEWAY AND TE PAD SEE C8.0 CURB RAMP WARNING PATTERN, SEE ARCHITECTURAL PLANS R- 312413 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: S S BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E Mail: cservice@obosseio.com www.abossei'n.com ofa ,all z J d Z WENDYS 10619 SE CARR ROAD RENTON. WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 VA AA pF WAgy Oy y,a v 30419 @rte ' SSIONAL ENG E2000- 2013 –UM T1 9 -12 -2013 JOB No. I SHEET No.', 213087 C7.0 z 0 �o w� 0 a 0 w W n <® a ~ IL q • a ,c _ w ° U 3 }} F 5 U U C N O a O � 0 0 iy O w WW .. m C N m K C r m a < a a N N N N I O N N N N M O z ,all z J d Z WENDYS 10619 SE CARR ROAD RENTON. WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 VA AA pF WAgy Oy y,a v 30419 @rte ' SSIONAL ENG E2000- 2013 –UM T1 9 -12 -2013 JOB No. I SHEET No.', 213087 C7.0 z 0 �o w� 0 a 0 6 n <® a ~ IL q • a ,c _ w ° m o �3 C N O O � ,all z J d Z WENDYS 10619 SE CARR ROAD RENTON. WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 VA AA pF WAgy Oy y,a v 30419 @rte ' SSIONAL ENG E2000- 2013 –UM T1 9 -12 -2013 JOB No. I SHEET No.', 213087 C7.0 z 0 �o w� 0 a 0 SITE BENCHMARK - DESC.: TOP OF EXISTING SANITAn ' 1t9� IqrlOLF e7 - �, ' r - / I LOCATION. IN S.E. CARR RD NLA51 N''[N - + CORNER OF SUBJECT 9R_A — 8 f ° 5 0, HScI,/ �I Y OFSC.: TOP OF EXISTING 5'ANI "fARY MANHOLF LOCA77ON: IN ASPIVALT DRIVE, NEAR Sw CORNER OF SUBJE T ACRFA. ELE/: 370.73" (iIAI/DB8) n HORIZONTAL CONTROL PLAN �SCALE: 1" = 20' 20 10 0 20 40 SCALE IN FEET 1. COORDINATES ON THIS DRAWING ARE BASED ON AUTOCAD SURVEY FILE BY REDPLAINS SURVEYING COMPANY. 2. FOR DRIVE THRU PROFILE SEE C4.1 R- 312414 IN COMPLIANCE WITH CITY OF RENTON a N N STANDARDS BY: DATE:ss/ BY: DATE: BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL — ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E —Mail: cservice8obossein.com www.abossein.corn 21 F:6 w w U U Z y�j U U Z H H m y to N w � O W W N 07 m III Z Q J d J O H Z O U J Q H Z O N O WENDYS 10619 SE CARR ROAD RENTON, WA 96055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 v > y4E ryT2 9 °'� RFCrsreaEO � "., `rSIONAL ENG E2000- 2013 —UM T1 9 -12 -2013 JOB No. I SHEET No. 2130871 1 -1 z { a D a ai 0 a . o . a N N 4 Ban h Y � 4 � N C5 Z J L a <® LL 0 E w r E W V m • r i A R Q £ c a 3a III Z Q J d J O H Z O U J Q H Z O N O WENDYS 10619 SE CARR ROAD RENTON, WA 96055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 v > y4E ryT2 9 °'� RFCrsreaEO � "., `rSIONAL ENG E2000- 2013 —UM T1 9 -12 -2013 JOB No. I SHEET No. 2130871 1 -1 z { a D a ai 0 a . o . m 0 E� N E m C m LL 9 a FL a 0 N N Q� 5i b AT LASTS UW F.UN.. F F F W Ca CA 1t Ga. W AEON EMUVM ,IF... STFS.. EvalI FO FLTEAFABNG BADIVE EVIL 1. CONDITIONOFUSE t.t. SILTFENCE MAYBE USED DOWNSLOPE OFALLOISTURBEDARFAS. t2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLO,, . ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO SEDIMENT TRAP OR POND, 2 DESIGNANDINSTILLLA SPECIFIC INS 2,1 THE GEOTECTILE USED MOST MET THE STANDARD LISTED BELLOW. A WRY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SHE 2.2 STANDARDSTRENGTHI FBIT aB.1- SPACING MAY BE REGO ASIONDIH USED roo- cwIREOAODxcSIrsEO WHERE THE FENCE IS II 1t Ga. W AEON EMUVM ,IF... STFS.. EvalI FO FLTEAFABNG BADIVE EVIL 1. CONDITIONOFUSE t.t. SILTFENCE MAYBE USED DOWNSLOPE OFALLOISTURBEDARFAS. t2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLO,, . ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO SEDIMENT TRAP OR POND, 2 DESIGNANDINSTILLLA SPECIFIC INS 2,1 THE GEOTECTILE USED MOST MET THE STANDARD LISTED BELLOW. A WRY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SHE 2.2 STANDARDSTRENGTHI 4R46TENSILfEWNNBTHh ASTM04 SPACING MAY BE REGO 23 WHERE THE FENCE IS II 24 IF A TYPICAL SILT FENO IS WELLBURIEDANDSE \SS \NGRONO FENCE. 31 ANY DAMAGE SHALL BE 32 IF CONCENTRATED FLO 3.3 IT IS IMPORTANT TO CHI BACKING OR CLOSER POST THEN CAUSING CHPNNELUn Ntm U• •wrvs 1A NALl IU IHE FENCE, IF 111I5 OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4 SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5 IF THE FILTER FABRIC (GEOTE%TILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SH4LL BE REPLACED, PUBLIC WORKS SILT FENCE SM. PLAN - 214.00 DEPARTMENT MARCH 2008 SILT FENCE NTS � acK aFSmLxwn omays iDOrEwAP a,FO CURB WET wnoFF —� CURB FADE GUTTER TBUNGRIUB SAWILL FILLED YLEMBI FRATEDITHI vEnn VIE1N xorex 1, PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS. WHERE WATER CAN POND AND ALLOWSEDIMNENTTO SEPARATE FROM RUNOFF. 2 SANCBAGS OF EITHER SURLIP OR WOVEN GEOTEIRILE FABRIC. ARE FILLED WITH GMVEL LAYERED AND PACKED TGHRY. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY 3 FOROVERFLOW. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. 4 SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDATELY. — PUBLIC WORKS CURB AND GUTTER STD. PLAN 218.50 / DEPARTMENT BARRIER PROTECTION Nmecx Zooa PERT, FOFBFTRN0AvMNTA=ERE . IowRRY BPULs GE.I.BE 11 MIN, IHII 1, CONDRIONOFUSE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 6- 13TRUDITIONGTNIASTM DO51) 2W PSIMIN. 4R46TENSILfEWNNBTHh ASTM04 3P,6MAMI 5 LNPSI MIN. m VE\VAVS SHALL BE PPVEOiOIXE ECGE O P iO INSifllATIOH CF 1XE \SS \NGRONO BO OTIDTHEA IDAVOIO E * OFMAhla AGING OF iHEgMOWAV !/ IT IS RECOAIMENDED.,RF / ) R =35'MIry. %(J EMELF., BE CRONTED SO THAT RUNOFF TRAINS OFF THE PAD PERT, FOFBFTRN0AvMNTA=ERE . IowRRY BPULs GE.I.BE 11 MIN, IHII 1, CONDRIONOFUSE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 6- 13TRUDITIONGTNIASTM DO51) 2W PSIMIN. 4R46TENSILfEWNNBTHh ASTM04 3P,6MAMI R MULLEN eUGRSTRENGTH AS1M O3]ASDN LNPSI MIN. AOS (AS]MMRI) 2DI5 (U.S, STANDARD SIfVE512F1 PROVIDEFULLWBOHOF INGPESB,EGESE.. A TRAVELINGON I 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 31. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2, IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL RE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY DISCHARGED APPROPRIATELY. 34. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCES), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. 7 PLAN — 215.10 PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2000 n STABIUZED CONSTRUCTION ENTRANCE NTS CEE GRADING 3 1/2- HOT MIX ASPHALT CONCRETE PER PLANS O WSDOT E' AND 9-02.1(4) GRADES OR 1 WITH AGGREGATE PER I OR GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE BASE (WSDOT SPECIFICATIONS . .. • . . ..:; . . ..:y . r.:.::• E:••:rt••:••.iru•1• ^•••:•••••:. 1 ASTM I 12" MIN COMPACTED EXIST FILL OR NEW STRUCTURAL FILL TO 95% PER ASTM ASPHALT PAVEMENT DRIVE SECTION ` NTS SEE GRADING PLANS FOR GRADES #5 BARS ® 18" O.C. EACH WAY AT CENTER OF SLAB 6" PORTLAND CEMENT CONCRETE 4,000 PSI \\\ CRUSHED AGGREGATE BASE ( WSDOT SPECIFICATIONS 12" MIN COMPACTED EXIST 9- 03.9(3)) TO 95% PER FILL OR NEW STRUCTURAL ASTM D1557 FILL TO 95% PER ASTM D1557 CONCRETE PAVEMENT SECTION \N, J NTS CURB AND GUTTER BARRIER PROTECTION T KITS CATCH BASIN FILTER 3 NTS SEE GRADING PLANS FOR GRADES 2 1/2" HOT MIX ASPHALT CONCRETE PER WSDOT SEC. 5 -04 AND 9- 02.1(4) FOR PG 58 -22 OR PG 64 -22 AND WITH AGGREGATE ^I 't- 03.8(2) AND 9- 03.8(6) FORA 3/4" "2" GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE SASE ( WSDOT SPECIFICATIONS 9- 03.9(3)) TO 95% PER ASTM D1557 T FILL TO 95% PER ASTM D1557 nASPHALT PAVEMENT PARKING SECTION v NITS R- 312415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: S BY: X- DATE: J -- BY: DATE: BY: _ DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mal: cseruice@abosseiacom www.abossein.com 0 LLI 5 OMINAGEGM]F � T0.1Y GRATE FRVIE j o E \1 SEOIMENTANODERES �\ � � OVERFLOW BYPP55 wi ' r t'�Gl 0 BELOW INLET GRATE OF/ BE ;a (� wmE I W I � \I V MOTOR VIEW DRNNAGS GRATE - REGTANGUUW GRATE BROWN RERKEVALSYSTEM(TYP1 C? .a �\ BELOW INLET GGlE 0EY10E / `pyEgfLtlNSVP0.55lIVP.I al N i ". W = 0 W W ISOMETRLC VIEYI ". NOTES 1. Sine the DEBUG Inlet Grate Device( SIDE) for Ne slam Wales arteum itwill semce, 2. The BOD small have ODUFIn NAR-A x MIM AAem(ovaMam Oat 'I. C N m 3. The reNeval spem must a IoW removal of the SIDE wamut spilling the entevee] material. C 4. Pertain malntenanee In accoMance With SMMwE SIEBItEEalim 801 .3(15). '... I Q/ �•' Im PLAN — 218.30 PUBLIC WORKS CATCH BASIN FILTER• t DEPARTMENT ',.ED N O MARCH 2008 CEE GRADING 3 1/2- HOT MIX ASPHALT CONCRETE PER PLANS O WSDOT E' AND 9-02.1(4) GRADES OR 1 WITH AGGREGATE PER I OR GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE BASE (WSDOT SPECIFICATIONS . .. • . . ..:; . . ..:y . r.:.::• E:••:rt••:••.iru•1• ^•••:•••••:. 1 ASTM I 12" MIN COMPACTED EXIST FILL OR NEW STRUCTURAL FILL TO 95% PER ASTM ASPHALT PAVEMENT DRIVE SECTION ` NTS SEE GRADING PLANS FOR GRADES #5 BARS ® 18" O.C. EACH WAY AT CENTER OF SLAB 6" PORTLAND CEMENT CONCRETE 4,000 PSI \\\ CRUSHED AGGREGATE BASE ( WSDOT SPECIFICATIONS 12" MIN COMPACTED EXIST 9- 03.9(3)) TO 95% PER FILL OR NEW STRUCTURAL ASTM D1557 FILL TO 95% PER ASTM D1557 CONCRETE PAVEMENT SECTION \N, J NTS CURB AND GUTTER BARRIER PROTECTION T KITS CATCH BASIN FILTER 3 NTS SEE GRADING PLANS FOR GRADES 2 1/2" HOT MIX ASPHALT CONCRETE PER WSDOT SEC. 5 -04 AND 9- 02.1(4) FOR PG 58 -22 OR PG 64 -22 AND WITH AGGREGATE ^I 't- 03.8(2) AND 9- 03.8(6) FORA 3/4" "2" GRADATION. 6" MIN COMPACTED CRUSHED AGGREGATE SASE ( WSDOT SPECIFICATIONS 9- 03.9(3)) TO 95% PER ASTM D1557 T FILL TO 95% PER ASTM D1557 nASPHALT PAVEMENT PARKING SECTION v NITS R- 312415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: S BY: X- DATE: J -- BY: DATE: BY: _ DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mal: cseruice@abosseiacom www.abossein.com 0 LLI J 11 W D I 'I ZII QI � I Z Q U c W WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 —UM —T1 ULTRA MODERN 412- /14 - °AONAL 110C E2000- 2013 —UM T1 9 -12 -2013 JOB No. I SHEET No.l 213087 C8.0 E. z v -c vo —a O a v o ' I W V V al N ". W = 0 W W ". 'I. C N m C C '... Im ',.ED N O C N N N OI N ND 4 Z .— N M W LO A• J L aj G ae® E F LL E_ Y E C. Y Be FE O J Y Y UL W • c V N '.. • L E C, Be Ti a E � > N 0 J 11 W D I 'I ZII QI � I Z Q U c W WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 —UM —T1 ULTRA MODERN 412- /14 - °AONAL 110C E2000- 2013 —UM T1 9 -12 -2013 JOB No. I SHEET No.l 213087 C8.0 E. z v -c vo —a O a v 11 M'A O P'g r NC E tB e m LL a a 0 N N CATCH BASIN DIMENSIONS madoe werne. �Cousr.Hebroce 6lSE TNICKI\E55 AU%IMUA1 KNaKgM IN E PINIMVM BISTPNCE K fe WTS SEPARATE WE PC PVAITS Twos, REC6S! an in CATCH BASIN DIMENSIONS fATCX Bow DAVtIER WALL TWGtNE55 6lSE TNICKI\E55 AU%IMUA1 KNaKgM IN E PINIMVM BISTPNCE K fe WTS BESE REINFOPCING STEEL into IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE PC PVAITS Twos, s an in ax] all 5T 4S B' aY C 019 019 ew 5' C A R 4z 835 y( S' B' fP 1Y 0.15 03< BI- B' fx' ]Y tY OdB 8]9 BS- a' fx' 86' fr oxe 83e NOTES 1. NosWe am uiredwllenhaghtm4'wbss. x The bott om of I precast Batch Busen may be sloped to fatilitate Geanir0. 3. Th e n:ct Wubrflameandgmtemwtl lrrsInMdw McDwgedown. The forme may on cast into Ne adj,ssenent seam. a. IGlmkart shall have a wall Nickness of T minimum 10 2.5' mevmum. Prorde a IS- m niMm gap Delween Me Mockout wall and dIe euBide of InB pipe. After Me pipe is mUlletl• fill Me gap with joint raderar in accwdanm am SleMad SpecificationSui 5 A grade rings.nsm, and casdlgs shall an set in mwlar in as nre with l`J Caaga"a Bdyaorylenesvmsmenpetsm scec YOSZOI Standard Specificapon SMOLT "Z`(Sm. Spec ¢os1St11 A rsm. spx.ao"evis CATCH BASIN TYPE 2 SM. PLAN - 201.00 MARCH 2008 PIPE ALLOWANCES CATCH PIPE,MIERI wood maxer M INSIDE DIAMETER DV ETER o as. 12" 30"to 96" T (:i PVAITS Twos, 48" 2r 18" to 36" 12' 43" to 142' av SB se, Z 1.57 U�WAIIO _. __ az -_ sr xr g MANHOLE A R 4z A 1.57 j . ADAPTOR ate Sa N' 1.57... '8" PVC 6x12 OR 12x8 JB' 9r co- 10" PVC 72 OR 13x7 4' -0" • ar PUBLIC WORKS DEPARTMENT NO ": CB TYPE 2 NTS G 3 p - re 4i \ aaPrater / r 1Ri .frees maDSW Para Cella M• x.N >tr! w4ea MH..w 1. Uy rrfjMmrq Fb4aure0YrMbIWOM1irq logial z N mabda6bletlunbvn wgsNaMtl rMaMes CSYbd(Trrsbvd 1 wCelYrl. S. May MbaaMOb WTspb/nType Bro v gat 4. L1r) Wbtlbb Wb00T apatlel Typo NrrMW (RCPmy). ruNeC ess"No" n .spars PUBLIC WORKS DETENTION TANK DEPARTMENT ACCESS DETAIL surne P litia pares avMOSt SM. PLAN - 286.10 MARCH 2008 mrPa storing ` •^ ^ems ^ma^i A. Metal and Concrete Pipe 1uni lull. ter om Stuff, B Pipe Arch Installation Rga rule, NOTES. 1. Pipe compection it n the plan any for pipe Cio b k ett ",hp,pro,bromi I be IrM e w 4 a tts tMat m1 e Itrts a of the pip mpNOn ise shau 2 Al teelarid aluminum ooand pipe arches shall be installed In accordance wim Sealgn A. 3. Concrete pipe with elllperal winerearPme stall Ina installed In Accordance wub design A. 4. concrete Rice, plain orwim tirtMar makso menl. shell NE mi win dearge A s O. D. IA equ ti m o t s a' m t I plreor mA outside span of pipe arch Thedinnommonsathowners O.O. ..in 3 ma Jmom Mall be 0.0. n00. euM, 3; at which point 3 sFSII be used 1 -0'lor tllamelers l2' 1M1rough 42 and spans throdi 50'. 2'o'for it meters greater Nan 42' and spans ".a., than 5P. Beaamg f r Flex gp miss Flexible Pipe NOTES 1. PHON8 uniform support under berms. 2. Rana tamp under naurchux 3. cempactbaad' g material 95% mas density directly vet pipe h afa p only . 4 Sea•Excavf Bud Conference of Trench'a numiny smoure section of th tand rd WSIT(OT /APWA spedficatloor for trench Werth W and hatches options The pipe zone will Ae acWaltrel Ar h The minimum conerala width shall be 1 I 1 D. 16' 5 Trench baaf ll shall perform W'B Irfilrrre Sawas Trenches "n the sanitary assure Section of he WSDOT /APWA standard spainficaltars, except W1 rocks or lump lamer than 1 Pert [ of pipe di t er Art H. be seal 1. WGAl m t d 1. 6. See'9eddrs Material i Flardbe Pipe in aggregates sector ofIn WSDOT/APWA standard speGnweora far me mmerial spec eM. ®Backfll material placed in 05 laase layers and compacted to 95% mazmam demly. Sta a S Or C mmpedon (WSDOT /APWA) Standard spetlRaaons) Pipe Slze Min. list. between barrels circular pipe oonC., LOPE, CMP (diameter) 12x to 24" 12" 30"to 96" diem. /2 102"to 180" 48" pipe -arch metal only (span) 18" to 36" 12' 43" to 142' span / 3 148" to 199' 48" PUBLIC WORKS PIPE COMPACTION SM' PLAN - 220.00 DEPARTMENT DESIGN AND BACKFILL - MARCH 2008 PIPE COMPACTION NTS R E_ lv- AHEAD OE THE CURVE "A WVU Her HeamH.. - RaLmeGCNE�-a Rude EWNLy SPACFD,A' Mrr ,.AeD. premparroul pub"'.. PLAN VIEW xB wA. l Bmml f l ar � naml a.. xm e R1en Prombel COVER SECTION VIEW BE tx oM Ion I suparl @rf 1 VMT Sew, NEUPRE, AaIttT 1 7 Heart Nat' nar pw aovax J. itbml � pwmN Carr ow IsNnvN >„A•DA I�mml FLUME SECTION VIEW COVER BOTTOM VIEW (I)- -MALLaN "Con) eW -1, If I., BE RLMER WASIEA EON BOLTING DETAIL e "Or mrm, 1 mn� Ofeal ,N IxanM BARNET GROOVE DETAIL NOTES Lll CWER6SIt .Sp0Ct1Ne LIb PEREASi J.S.WCPtOWCM.TImI ORMPa DEe PUBLIC WORKS STORM ROUND FRAME AND COVER SD• PLAN - $04.50 DEPARTMENT MARCH 2008 r=-N,,DETENTION TANK ACCESS DETAIL 6 STORM FRAME AND COVER p u NTBT NTS CAST IRON GRATE FINISHED INLET OPENING MAX BYPASS PIPE SIZE` MAX BYPASS FLOW (CEs �- OVERALL LENGTH 40 79 GRADE B" PVC FILTERRA LENGTH 8" PVC 4.6 OR 6.4 r - -- __-- _- - -____ - -- - - -- �� 8" PVC 4.8 OR 0.4 4' -0" • Z 1.57 i °0" ppp� C 11 • 8" PVC g MANHOLE A I O I A 1.57 j . ADAPTOR 6x10 OR 10x6 4' -0" • 8" PVC 1.57... '8" PVC 12 "0 CONCRETE ' . 1 6" OR 8" PIPE PIPE (SEE PLAN) Z NON- SHRINK o GROUT (TYP) Zmj_L1. 1I � W U Z O a3 CONCRETE YARD DRAIN NTS IT- --`---- CURB I I p F -INLET OPENING PLAN VIEW TREE GRATE TERRAFLUME AND FRAME BYPASS CLEANOUT MULCH LAYER WEIR TRAY PIPE COVER JUNCTION CHAMBER O AN o� OUTLET PIPE M O iD (LOCATION VARIES) yea a SECTION A -A. PERFORATED FILTERRA ENGINEERED MEDIA UNDERDRAIN DESIGNATION LENGTH z WIDTH INLET OPENING MAX BYPASS PIPE SIZE` MAX BYPASS FLOW (CEs MAX OUTLET PIPE SIZE 40 4' -0" B" PVC 0.88 8" PVC 4.6 OR 6.4 4' -0" • 8 PVC 1.37 8" PVC 4.8 OR 0.4 4' -0" • 8'' PVC 1.57 8, PVC 64 11 • 8" PVC 1.57 8" PVC 6118 OR 8.8 4' -0" • e' PVC 1.57 8" PVC 6x10 OR 10x6 4' -0" • 8" PVC 1.57... '8" PVC 6x12 OR 12x8 4' -0" • 10" PVC 2.45 10" PVC 72 OR 13x7 4' -0" • 10' PVC 2.45 10" PVC • CONTACT FILTERRA FOR LARGER INLET OPENINGS OR DIFFERENT AVAILABLE CONFIGURATIONS UNIT TO BE SET PLUMB AND LEVEL AN ERI�CASir (I s PATENTED BY DATE: 05- 28 -13> OWG FTIB -C 6) G�1C G3flCs' FILTERRA rr;E�� � fllta „RLEr ab o:BB byA wP JUNCTION CHAMBER MODEL US PAT III PROVIDE 2" PVC CONDUIT SLEEVE CAST INTO FILTERRA BOX FOR IRRIGATION. SEE IRRIGATION PLANS FOR LOCATION. NI FILTERRA WITH INTERNAL BYPASS (NO JUCTION CHAME NTS R- 312416 IN COMPLIANCE WITH CITY OF RENTON STA DARDS BY: DATE: 5_ 1v BY:_ DATE: s s BY: DATE: BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cser ice@obosseiacom www.abossein.com 0 a 3 -7 aL{i rV' n co l J 1- I LU 0 `w^ v zII cM LJ. 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