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BUILDING � I 5>ry E ; ► � I <2" 12- CON' S ��� 7,82(INACTIVE) I CONTRACTOR TO REMOVE EXISTING 499N\I DRAINFIELD TO KING COUNTRY HEALTH DEPARTMENT STANDARDS. x A PF REMOVED) ,. t 4 I GUY €RE T 1 F I FIu ---� EASEMENT N0. 8206030 88 OR DRA N ELD k € � I THIS EASEMENT TERMINATES WHEN TAX LOTS 12 Tlr _ RELOCATED) p' ° � I 9057 & 90 9�ACROSS STREET TO EAST) VAULT a pry ARE PROVII3Eb WITH PUBLIC SEWER WHICH A A`° x ° (TO BE RELOCATED) 05" RECORDS INDICATE HAS HAPPENED. - J I �� (TO BE RELINQUISHED OR VERIFIED x ,�� € -.,,,.,, POWER POLE SLUT THIS EASEMENT NO LONGER Ao 4 ).PLANTER 5I DISH r' ;E DEMO �� � W/ RR SPIFE APP IES) ^; << � r ' ryl; I SITE BENCHMARK f ►'S' fps. �, E_ ��;_ �'�?D.4u°. f APN 15230-5-9094 65 � �\ JJ , � g ' \ 3 X. CURB TO BE p04'���, IBC # FAMILY RART:NERS„ WEB_: � 6 REMOVED r g!��P 9 STORM VAULT age ( ��5 AT iE ffi: 0 7 TANK HO poy5\ {?I PIM W 398,14 SHORING 8I' CAP 39.70 y�/�y ({ 65 Ao6�ry AOA� �-- x oo'�'� ' 1 $�l�f�rAJ3 I ,yg9 - - - - - - h��9 e9l x Y (2)GASx x _ x gory �� w EX. GAS LINE TO REMAIN. PROTECT FROM DAMAGE. 1' ROtJ?i13 ETERH � I Ao i� �------- COLUMN _ x° 'TYPICAL 6 _ ;+ ry ry 3° 39 1 b� �9 3gq I 39 9v BOA p� APN 152 05---9084 p 6�1. A 6� ,I A05' '�' ° 5 ENCE D } i o6 �bll � p0g 3 19 '�.... ... r `'�... 0 _ v5 I ­----CA�dT€ H BASIN ._6. I �' •01 gam__ _-_____�� ,.A _� \ ? INLET PROTECTION _ ----?A�---- --- T----- -x'--- --__ --= ..-f' ry ; ( 12' D.(. W w, 391�. -38 i II II II II,F====q4•�? `_- I g0 g6 I �^ r .. y�.- i9t' �= 3" p0�' 'r` J i - 90 tlPg „ i"..._............... #: 1° 12' ,I, s •� :: 95,::38 TYP.) 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Al.CESS A°0b \ I, I�.i r>li..'L.3 i.... W-- S-, x 90. p 3. 9 6 T III o� CATCH EIASIN � "O ryb Ao `O ��. II15 397 �`0 (TO REMAIN. PROTECT - - - - - /_ - - -ri - - - - - - - - - x AcA Fl 11 Pp =}g' -„ - - 0: I _iN LOT B - - - - - - - - - - Y_j- - - - - - - - -1 �s`' 1 D.. a = 395, `, gg�� FROM DAMAGE) p� .� P I "' {# 12" L .1. Ent i H BASIN ."..,, .�•LS �` II 3. 12 AE/ ;ti`4 � ..E... �.�3 pi' PI .- 402.59 ° FAULT 12„ ADS, _ 599 �,< CCESS a_ ;__ (TO REMAIN. PROTECT A I i€ „ FROM DAMAGE)4UW -MSC LE ND INLET PROTECTION 11 LIMITS OF CLEARING CONSTRUCTION SEQUENCE: 1. ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON. 2. FLAG OR FENCE CLEARING LIMITS. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. 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. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. NO. REVISION CITY OF RENTON Approved by: Date: 6 k& Approved by: Approved by: Approved by: Date: Z°/ Date: Date: 1"=20' ONE "C, AT FYu, SCa1LE r"MOw0cm SCALE ACC011111IMMY TRAFFIC CONTROL NOTES 1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS (FOR DEMOLITION AND NEW WORK IN RIGHT-OF-WAY) TO CITY FOR APPROVAL PRIOR TO CONSTRUCTION. CONTACT CHRIS BARNES AT CITY OF RENTON, 425-430-7220, TO COORDINATE. 2. REFER TO WSDOT "WORK ZONE TRAFFIC CONTROL GUIDELINES", LATEST EDITION, FOR ACCEPTABLE TRAFFIC CONTROL PRACTICES. 3. CONTRACTOR SHALL PROVIDE CONTRACT PROVISIONS IN BID FOR PROVIDING ALL REQUIRED TRAFFIC CONTROL MEASURES (INCLUDING FLAGGING). EROSKA CONTROL CALL (,q> PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT �� SILT -LADEN RUNOFF FROM LEAVING SITE. SEE DETAIL ON SHEET C6. OR USE CITY OF RENTON STD. PLANS 216.20, 216.30, 216.40 OR 516.50. QINSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY OF RENTON STD PLAN 215.10. LOCATION TO BE DETERMINED IN FIELD FOLLOWING DISCUSSION WITH INSPECTOR AND PROJECT MANAGER. ©CONSTRUCT 10'x10'x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES). CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE, FILL AND COMPACT SUMP WITH STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION. EROSICN CONTROL NOTES 1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS. 2. CONTRACTOR SHALL PROVIDE SILT PROTECTION ON EXIST, CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. 3. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE TRAFFIC CONTROL WITH PROJECT MANAGER FOR APPROVAL. 4. CONTRACTOR SHALL DISPOSE OF ALL SOLID AND HAZARDOUS WASTE OFF -SITE AT APPROVED LOCATION AND SHALL NOT ALLOW STORAGE ON -SITE. ALL FUELING STORAGE SHALL BE CONTAINED WITHIN APPROVED CONTAINERS AND LOCATED IN SECURE LOCATION. FUELING SHALL OCCUR ONLY IN AREAS DESIGNATED FOR FUELING AS DIRECTED BY CONTRACTOR. TEMPORARY DUST CONTROL MEASURES 1. THE CONTRACTOR SHALL MAINTAIN WATER TRUCKS AT THE SITE AND SHALL DAMPEN THE GRADED AREAS AS REQUIRED TO CONTROL DUST. 2. WATER OR COVER STOCKPILES OF SOIL, SAND, OR OTHER MATERIALS THAT CAN BE BLOWN BY THE WIND. 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIAL, OR REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS, AND STAGING AREAS AT CONSTRUCTION SITE. CALLOUTS: 1 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW WORK. COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT SAWCUT LIMITS. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWCUTTING TO INSTALL IRRIGATION LINES. 2 REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF -SITE. 3 DEMOLISH EXISTING CONCRETE CURB AND DISPOSE OF OFF -SITE. COORDINATE REMOVAL LIMITS WITH SITE PLAN. 4 DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. SEE LANDSCAPE PLAN FOR REPLANTING OF DISTURBED AREAS ALONG PERIMETER OF WORK. 5 TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH KROGER PROJECT MANAGER. 6 TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH KROGER PROJECT MANAGER. OAPPROXIMATE LOCATION OF TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER SEASONAL GROUND WATER SEEPAGE IN UTILITY AND TANK EXCAVATIONS AND SHALL PLAN FOR DEWATERING AS NECESSARY. D PROVIDE TEMPORARY TANK HOLE SHORING AS NECESSARY TO PROTECT ADJACENT PROPERTIES. GENERAL CONTRACTOR SHALL PROVIDE SHORING DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. (DAPPROXIMATE LOCATION OF STORM VAULT EXCAVATION WITH SIDE SLOPES/SHORING PER SOILS ENGINEER RECOMMENDATIONS. PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT ADJACENT UTILITIES AND PROPERTY. GENERAL CONTRACTOR SHALL PROVIDE SHORING DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION. 10 EXISTING POWER VAULTS TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR AND TRAFFIC PLANS. 11 SIGNAL POLE TO BE RELOCATED. REFER TO TRAFFIC PLANS. 12 EX. FIRE HYDRANT AND WATER METER TO BE RELOCATED. SEE SHEET C3 FOR NEW LOCATION. 13 REMOVE EXISTING PAVEMENT MARKING BY SANDBLASTING. COORDINATE EXTENTS OF REMOVAL WITH NEW STRIPING AS SHOWN ON SHEET C12. MOL NOTES' 1. ALL PAVEMENTS, CURBS, GROUND COVER, UTILITIES, FOUNDATIONS, ETC. INSIDE DEMOLITION LIMITS SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S EXPENSE. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE EXISTTNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN. 7. ANY BURIED PAVEMENTS OR ABANDONED FOOTINGS ENCOUNTERED DURING FOOTING, FOUNDATION, OR UTILITY CONSTRUCTION SHALL BE REMOVED. SOIL REMOVAL AND REPLACEMENT NOTES: 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPETITION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES OR CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 3. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED, SHALL BE AMENDED TO MITIGATE FOR LOST MOISTURE HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM OF 8 INCHES THICK AND SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. CITY OF RENTON Planning/Building/Public Works Dept. CAI, AV� o. n U 0 ? Z�Gcc ��7p6 ENG1H�� 18215 72NO AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 CmL EN('I"-_. ,a, SURVEnI, 27 Q ® m Z L L _ Ot ypZ t` W HT� o 0 ® o Pa m R O W3w w a W a' ++ z>c cr > U r 6Z` � o va O AMU I m U • �C14 C-4� acwr1`1 W ® 0 No"' L Y LJ i Vi UL m CDR CI t` oCox IY� F- R Q. Q` L° O 5. G �P�pE wAsy �e� pe 28527 �e Q16NALTE �2 :2 v n N n n n ® 4 a s� rn � n 410 W) 0� o 0 0 0 cr Sr �Y�o�o�0no ? z 0 W -1 J -j o z ® o V) V) i S O z W W W z N~ cr I a o c U N Q g m Q cr Q W W n W W W a ME MEa (L (E m z °I-I�'�"'I'w101'D Project #: 15432 Stogy 15432-G�aE.DWG 4615 NE 4TH STREET RENTON. WA DEM0LMON p .4 OFIC no No.: C2 of 13 QFC FUELING FACILITY Permit No. U13000883`°°° 1AHNINININ tit d _A I O ' O z w