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Home My WebLink AboutR-372401v 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