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HomeMy WebLinkAboutR-3737170 10 20 40 N � I � 22.2��'' PVC ESE I 18.51 = 21.23\ �T CONC E = 21.60\ \��/\, V = 20.88 MEASURE) / o e>�c �� _a1.0 n V_ 0 6L \ e• I PROTE(ON \ _--A ((((((TTTT11"1151YY''''pppPPP EASEMENT TO CITY OF REP PER REC. NO. 9Z08470T \ (D(CE 14) WCUT 1 OF / as � of / ```•� REMAIN / o // SILT '\ENCE- // \� 1 \ CB -J \ 1 PRO CRON J RIM = 26.29 \\ \ ADS W = 2y42 1`RIM = 28.42 PVC NW = 19.0 / v PVCS= 19.12 PVC E = 20.32 / RE ) oy J J ' o -2.10 S. TESC LEGEND: INLET PROTECTION LIMITS OF CLEARING PAVEMENT REMOVAL LIMITS .. PAVEMENT REMOVAL LIMITS CONSTRUCTION FENCE i4 3E * 3N SILT FENCE • • • • • SURFACE FLOW ARROW .mac.. PIPE REMOVAL CURB REMOVAL _ SAWCUT LINE ---------------------__ REMOVE I SIDEW AND NECESSARY F SERVI F EC 3 EX. DEMOLITION AND T.E.S.C. PLAN EROSION CONTROL CALLOUTS: PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE. SEE DETAIL ON SHEET C8, OR USE CIN OF RENTON MONUMENT SIGN TO REMAIN. ' --", \ A j, Imo) PROTECTION STD. PLANS 216.20, 216.30, 216.40 OR 516.50. PROTECT /ROM DAMAGE..;' - a - Q INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY OF RENTON STD PLAN 215.10. 29.15 B LOCATION TO BE DETERMINED IN FIELD FOLLOWING DISCUSSION WITH INSPECTOR AND PROJECT ¢ /� )NC S = 6.77 MANAGER. A INLET P TECTION - / . (y3 y ° G,' y�y\"�."�,'"(`, 7 C N� 75 \\ ©CONSTRUCT 10'x10'x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES). (TIP•) // v+ - y ° 56853' 514' CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT ' " �`J �N,\\ MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE, FILL AND COMPACT SUMP WITH qqT STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION: T EROSION CONTROL NOTES: (V) DEMO "'` \ \ 1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS N CURB R/W WORK GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS. \ `L 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. OT S !• " ADJUST LID TO MATCH �' \ / I 9 3. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE FINISHED GRADE, INSTALL TRAFFIC CONTROL WITH PROJECT MANAGER FOR APPROVAL. o SOLID LOCKING LID. ';; `'\ TE m 4. CONTRACTOR SHALL DISPOSE OF ALL SOLID AND HAZARDOUS WASTE OFF-SITE AT APPROVED \✓ \a\ LOCATION AND SHALL NOT ALLOW STORAGE ON-SITE. ALL FUELING STORAGE SHALL BE j CONTAINED WITHIN APPROVED CONTAINERS AND LOCATED IN SECURE LOCATION. FUELING SHALL OCCUR ONLY IN AREAS DESIGNATED FOR FUELING AS DIRECTED BY CONTRACTOR. B coN u oN TEMPORARY DUST CONTROL MEASURES m 1. THE CONTRACTOR SHALL MAINTAIN WATER TRUCKS AT THE SITE AND SHALL DAMPEN THE GRADE AREAS AS REQUIRE TO CONTROL DUST. /29.0 - WASHOUT-' 2. WATER OR COVER STOCKPILES OF SOIL, SAND, OR OTHER MATERIALS THAT CAN BE BLOWN BY THE WIND. y / INLET PROTECTION 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIAL, OR REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. 2µ.8NCE=\��� � - 22 58 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVE ACCESS ROADS, PARKING AREAS, AND C N COC S - lla�ii 28 STAGING AREAS AT CONSTRUCTION SITE. ++• `+ •� ON81W = 2A56 COMMUNICATION SOILS NOTES: VAULT TORE% \ \ 1, THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT, AT PROJECT COMPLETION, WILL NOT IX. SS PIPE BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATE INTO A DRAINAGE FACILITY, MUST BE PROTECTED. THE .° 4`;, TO BE REMOVED \ DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE 2. ANY DUFF LAYER OR TOPSOIL REMOVE DURING GRADING SHALL BE STOCKPILE ONSITE IN A DESIGNATE, CONTROLLED _ AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER •' � , •SS `' 15 R/W \ ORK PORTIONS OF THE SITE WHERE FEASIBLE, F •: ,, `�' ki 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 OF MOISTURE -HOLDING CAPACITY. THE iO'BE: - ' •, ° • i j\SL \ \ AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACE TOPSOIL SHALL BE A MINIMUM 8 INCHES y THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND t, . .; 4 IElIDF101NE •• / „ 4 DSCAPa \ A "PH" SUITABLE FOR THE PROPOSE LANDSCAPE PLANTS w TANK 7 7 \, IX. EET LIGHT TO DEMOLITION CALLOUTS: �` •''�• „� - �:. ,R PROTECT FROM \ w • - 1 „' 1 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS UNE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW a N <' '•... • ;• ' / c\\`G O WORK. COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT �• ORING \ SA IX. CONCRETE WCIJT LIMITS. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWCUTTING TO INSTALL o a Le' �•' ' H/ - IRRIGATION LINES. • •' J\ : �- ..: y •- '% SIGN. 11 TO BE REMOVE CE O2 REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF-SITE. c c _ . • PORTION OF IX. SEWER O DEMOLISH EXISTING CONCRETE (CURB AND/OR SIDEWALK) AND DISPOSE OF OFF-SITE. COORDINATE WITH •e PIPE TO BE REMOVED ry k A` IX U S�E�TER TO \ SHEET C3 FOR LIMITS OF CURB DEMOLITION.c c 12 ��' °°° \� FRO N P O,TQCr OO WORKUS SEE EXISTING LANDPLANTER A ER INCLUFORDING TREE , ROOTS,MITS ROUND OVING , TODPSSOIL, ETC. IN OI B E ARIJSAR�ALOOF NEW BUILDIKGPERIMETER OF WORK. p0 LTIIES <D5 TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH CO CTOR TO COORDINATE WITH `b '' R CT KROGER PROJECT MANAGER. SDMH-B lm PURVEYOR TO DETERMINE IFGAS SERVICE IS ADEQUATE\y� • • FF BU ING RIM = 29.35 /W PROPOSED DEMAND. REMOVE -j' cv \ ` pM E O EXACTO LLOOCYATION WITH SITE E KROGER SS rATE PROJECT CHAIN6' HIGH LINKWITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM •�• _ 4" PVC N = 27.21 �- 3 .1d: / GREASE TRAP VAULT AND REPLACE IF NECESSARY. n \\ \09E ��NOV\jN TOP 4" O.F. = 27.85 / -0 \,�' O7 APPROXIMATE LOCATION OF TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING (TO BE REMOVED) / •' !.; `"', \�' RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER SEASONAL GROUND WATER IN UTILITY AND '1t\P•' • .\ .. 4�'- r / k, '(��✓ TANK EXCAVATIONS AND SHALL PLAN FOR DEWATERING AS NECESSARY. CONTRACTOR SHOULD ANTICIPATE 0\5 FpS �pVESi -1 SDMH-C THE NEE FOR BAKER TANKS ONSITE FOR WATER STORAGE/TREATMENT. `ONGER RIM = 29.29 •16 g PROVIDE TEMPORARY TANK HOLE SHORING AS NECESSARY TO PROTECT ADJACENT PROPERTIES AND/OR UTILITIES. A TOP 6" PVC O.F. = 27.81 1 /� - / \�X-, \\ O GENERAL CONTRACTOR SHALL PROVIDE SHORING DESIGN TO CIN FOR APPROVAL PRIOR TO CONSTRUCTION. '•' TOw \ \ (TO BE REMOVED) �L6 a 290 w \,� •.j • .; J�� \ O9 IX. FIRE HYDRANT TO BE REMOVED. REMOVE SERVICE LINE AND PLUG AT EXISTING MAIN. W 1 . �'. • X' (TO BE D) �� Y , \„ 0 10 EXISTING LOT LIGHT TO BE REMOVE AND DISPOSED OF OFFSITE. CONTRACTOR SHALL CONFIRM AND z '7RASN � IX. BUILDING TO REMAIN ENSURE THAT CIRCUIT(S) TO ADJACENT LOT LIGHTS REMAIN INTACT. � ` C�\ I) o: F %) -, : :• •+f � \� •. , 11 IX. SIGN (INCLUDING POSTS, FOOTINGS, ETC.) TO BE REMOVED o t \'CUR 3 •'\�� �,.^','" / /fes 12 DEMOLISH EXISTING BUILDING AND PYLON SIGN (INCLUDING FOOTINGS), WALKS, FENCING, AND UTILITY z \ SCAPE 4 1 /!/ ` PROJECT MANUAL DINATE WITH AN AND UTI LITY TIE PMOR DISCONNECT. SEE HAZARDOUS MATERIALS SURVEY IN z DEMOLISH/ABANDON EXISTING STORM PIPE PER CIN STANDARDS. CONTRACTOR SHALL FIELD CONFIRM THAT r'' a �x,,„-� /` •-`\�\ (;`\ NO EXISTING STORM PIPES (TO REMAIN) ARE CONNECTED TO ABANDONED PIPES.`-�SSMH-D / f. 26.5 14 CUT AND CAP EXISTING 2" DOMESTIC SERVICE AND 1" IRRIGATION WATER SERVICE (AT MAIN) AND REMOVE rn m RIM = 28.53 //� WATER BOTH METERS/METER BOXES (WORK TO BE PERFORMED BY CIN). G.C. SHALL CONTACT PUBLIC h: $ \ R. PVO W = 94 77�, �� •1 . ��\ ,, WORK DEPARTMENT TO COORDINATE REPLACE SIDEWALK, LANDSCAPING, AND PATCH PAVEMENT TO MEET iE U� ENCS: AND MATCH EXISTING. VCTION MEETING WITH CIN OF RENTON. E� 15 DEMOLITION OF RIGHT-OF-WAY SIDEWALK, LANDSCAPE, AND MISC. FRONTAGE IMPROVEMENTS BY CITY. 2. FLAG OR FENCE CLEARING LIMITS, VGL••�-MOLI I ION NOTES: PRE-BID WALK TO CONFIRM IMPROVEMENTS IS RECOMMENDED. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 1. ALL PAVEMENTS. CURBS, GROUND COVER, UTILITIES, FOUNDATIONS, ETC. INSIDE DEMOLITION UNITS SHALL BE REMOVE, UNLESS OTHERWISE SHOWN ON THE PLANS. 4. INSTALL CATCH BASIN PROTECTION. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE PRECONSTRUCTION MEETINGS HEED, PRIOR TO COMMENCING WORK. R=373717 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 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.IY. 7. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S AREh ANY DAMAGE IMPROVEMENTS SHALL BE REPAIRED/REPLACE AT CONTRACTOR'S EXPENSE. RECOMMENDATIONS. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB CITY OF RENTON 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CIN OF RENTON 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE Approved by: Date: EROSION AND SEDIMENT CONTROL STANDARDS. EXISITNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS 7. DURING THE GEOTECHNICAL REVIEW, ADDITIONAL UNDERGROUND PAVEMENT WAS DISCOVERED. ANY Approved by: Date: DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. BURIED PAVEMENTS OR ABANDONED FOOTINGS ENCOUNTERED DURING FOOTING, FOUNDATION, OR UTILITY CONSTRUCTION SHALL BE REMOVED. 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. Approved by: Date: Approved by: Date: mP�G,HAV��2 n V y _ 0' G<146 ENGVost 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-8222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, NG, SURVEYING, DfJN@iffNEAL SONM i Q • I_ T C< 0 O O n U 'mn • L�a,NW 0 N$nv -Sa4 tomato F (n z _O LJJ Of n t n n e v a d N N N N N N No <� O O gDN N M n N o O Y', J 6 e�f JJ 6 JJ U 6 p� 0 0 0 0 0 0 M 3 U MM K OC y C C C 0 0 0 0 3 C C W p C C K K K m II I3 a a (n z _O LJJ Of 431 RAINIER AVENUE SOUTH RENTON, WA 98157 DE MOUMN AND T.ES.C. PLAN FFED MEYER FUE LM FACLJEY Permit No. U13001730 rowing No.: C2 of 10 17 3J2 Z Z d $ M C3 iDN gDN M n Z Y', J 6 JJ 6 JJ U 6 z m $ M MM 6 OC y Ia W K �ryi K 3 C C W p C C K K K m II I3 a a ti z a o m m d 0 N E a Project /: 13245 Store 100459 0 Designed By. CMT e Drawn B1' RDC N Checked By. JH � n Date: 9.7.2012 -E E Scab: 1'_20' Disk File: 13245-02-F DWG A 431 RAINIER AVENUE SOUTH RENTON, WA 98157 DE MOUMN AND T.ES.C. PLAN FFED MEYER FUE LM FACLJEY Permit No. U13001730 rowing No.: C2 of 10 17 3J2 Z Z p $ M C3 iDN gDN M n Z S p $ M D iDN gDN 9 Z Y', F z m $ M 8 O $ D D fgo gDN �m z