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HomeMy WebLinkAboutR-373702DEMOLITION AND T.E.S.C. PLAN mP�G "q`'s�2 0 10 zo ao EROSION CONTROL CALLOUTS� _ Q PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT � 5" I EASEMENT TO CITY OF RENTO e• "n %;t #• ` p' 22.72 �f/�' PVC ESE - 7857•" + PER REC. No. 97osmOt -�� " °T°" /'" /� r ;!j' } #� \ SILT -LADEN RUNOFF FROM LEAVING SITE. SEE DETAIL ON SHEET C8, OR USE Cltt OF RENTON 21.23 LM O" CONC W -78'x§ i / c - ° STD. PLANS 216.20, 216.30, 216.40 OR 516.50. n U t' O \ (EXCEPTION qI MONUMENT SIGN TO REMAIN • \\ �,* A INLET PROTECTION O 27.60 • O / PROTECT FROM DAMAGE - - , •- "� (TYP -) © INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY OF RENTON STD PLAN 215.10. O y V = 20.8E + / -' " -`' ''� - RI = 29.75 LOCATION TO BE DETERMINED IN FIELD FOLLOWING DISCUSSION WITH INSPECTOR AND PROJECT 6, Q' / / / ONC S = 26.77 \ MANAGER. TA'G ENG \N MEASURE) ��, ,^ Goa / // 7 / B °ta „`.' -' , '' -'- e "� o -�r, NO W = 6.75 / Ih1= Z3 T ii T SLOPES). ,2 2 +'\s,5° CONSTRUCT 0 z 0 z 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP W 2:1 SIDE s z , /• \ © CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT 18215 72ND AVENUE SOUTH -,a INLET P TECTION G � 1 C N 6.40 \ SA WC T 1 / �/ s - v z" - p' (ttP.) / s /' �C v v SliT53 '931)' 514 9' tr''\ I _ (ENT, WA 98032 s oP =" z a r MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE. FILL AND COMPACT SUMP WITH 'I 425251 -6222 tt ,, - „ -``- z \ . STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION. REMOVE �NDIR C �X. / % </ n, s '\+r ry,.t3 t" ys \ e ° "" (425)251 -8782 FAX SIDEWALAC ANO AS HALL S / `D/ / -� �- _ \ \�'��, z-� z EX 'SR',PIPfE '' err, CIVIL ENGINEERING. WID MAKNING. r / I l' NECF�frSARY F W W& R / '/, P s '\ �, ✓ \TO .�. ✓'\\ �. sr \ �;;, SURYEI'NG, EIiJRONMENTAI SERVICES SERVI C NNECTI . q EROSION CONTROL NOTES ALET,_- TECTIONQ '1 e' CB -H ' ST v° - � s CB -I "/ ° " zzzc`V- >� %- . A A' 1 °r �,s ' •` ° !P �V �, 1. PUBLIC STREETS AND SITE PARKING /DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS FE E / �% " �A. C , A • V AV A , ,f' �'� DEMO ' .y R/W WORK \ GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND /OR OTHER APPROVED METHODS. 11 p R)�� C 28 b7 \,`'>" �� J CURB ,✓''° r.',J �� `� 7� 2. CONTRACTOR SHALL PROVIDE SILT PROTECTION ON EXIST. CATCH BASIN(S) IN PROXIMITY OF 2J Q5 /r� Fir';,. "r �g �, r r �• r+" WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. LA)JDSC# P,E ,:4\ ° , \ \ ✓ >' ,J' �(0•FIPE TO' ,✓ P ,'rrJ ,r" @, _ \ \ \\ 3. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE , \ ,'\ .ADJUST LID TO MATCH ✓ P s ,y,r �-� \, TRAFFIC CONTROL WITH PROJECT MANAGER FOR APPROVAL. /I FINISHED GRADE, INSTALL ✓d S r p SOLID LOCKING LID. 6 "GATE \ ''i z d �P' s . \'.:, A 4. CONTRACTOR SHALL DISPOSE OF ALL SOLID AND HAZARDOUS WASTE OFF -SITE AT APPROVED �WA �- ` \ \ ' \ \, . \ -,•* / e" ;✓ ; ''� ,9' � *" '• ` LOCATION AND SHALL NOT ALLOW STORAGE ON -SITE. ALL FUELING STORAGE SHALL BE CONTAINED WITHIN APPROVED CONTAINERS AND LOCATED IN SECURE LOCATION. FUELING SHALL '\ 1t_MF41 W CITY, DF- R NTJN Pr.t Er ry a `r' 4 ""`+7•+ ``• OCCUR ONLY IN AREAS DESIGNATED FOR FUELING AS DIRECTED BY CONTRACTOR. / Y Z F f l d 1 +, �\ \ N / \ j„ \ 9E CoFJn N Al /•t�,� r 4S'Je a� v2 O UNKN se, 13•,s7DRM ',e \( \�!r -- o"', g CONSTRUCTION \ TEMPORARY DUST CONTROL MEASURES T w, a,' f \ (TOrBE "REA) D)'y CLFANOU7 P1RKW0 ; •P`,r ,l+ys - s ENTRANCE \ 1. THE CONTRACTOR SHALL MAINTAIN WATER TRUCKS AT THE SITE AND SHALL DAMPEN THE GRADED AREAS d ` •, (TO REMAIN) s� ` \ \\ l r - w �-✓ 2 /\ \ \ \Q \ ."SIGNS AS REQUIRED TO CONTROL DUST. Els ` e _ /�. "r, APT \� \\ \ \,' \\b. 'y°e�\ p r''7'r+'� r�' r`�,, ,r ' >' ° \ WASHOUT 2. WATER OR COVER STOCKPILES OF SOIL, SAND, OR OTHER MATERIALS THAT CAN BE BLOWN BY THE WIND. p� n .3• , \" ` -IANDSCl1PE 4 G,eb -A �'r a FA: rr ,P _ U o mm 5 J (E) SIGN, CURB LANDSCAPING TO REMAIN. - PROTECT FROM DAMAGE. OF N0. / q / o / J i 9 CB -J IN L PRO CTION RIM = 26.2 l •+ Y q O 5 i q 0 1 TESC LEGEND INLET PROTECTION LIMITS OF CLEARING PAVEMENT REMOVAL LIMITS PAVEMENT REMOVAL LIMITS CONSTRUCTION FENCE SILT FENCE SURFACE FLOW ARROW PIPE REMOVAL CURB REMOVAL SAWCUT LINE __ _____________________ INLET PROTECTION 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIAL, OR REQUIRE ALL TRUCKS TO 4 rn no 1 • \ d - 7Yp, MAINTAIN AT LEAST TWO FEET OF FREEBOARD. nu° RIM - 28.76 ( ) • N »H0 Al �p , sr6:e3 rp' ;.,•` n y. ee. •,� \ \ \, ss- " " " „g\ , \ r ,✓ >' "�? y ; • -r"> - , ",y ; p p rr\ Y 18" NC E =\ \24.81 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS, AND • O �mn / \ -��� " k \ az. °'zz -1 y y 14,e 11 �° v d .. .� ,+ rPt .i ✓` AY CO C N = 16.58 o ee• \' '� \ ` `> ' P ° ' `i CO C S - 25,28 STAGING AREAS AT CONSTRUCTION SITE. .1 w °rd - rp EPSiEi,J�Aa • �� ON - 0 ,�z3 ',LOT '\ ,,A )' A r �,; �+ � 4S.H :C 4'eI N ��� A.,'P'7. - Vti coNExWCOMMUH CATION SOILS NOTES �?a DGHT "z �•, v ��.,.'r J V. ° A toot °p \'Ii'°'+ ' •�• ]Q, A \,' A` ✓ '> IM : 2e Za .' .dVr +� /\ A.•�s sV VAULT TO REMAIN 1 "'�� s > s' %r k ` -'' ^4�73;(t` \,%' ✓�' - C V 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT, AT PROJECT COMPLETION, WILL NOT Y 5 , v i - „� \� \ ,' \. _ , � � �,>• � a•' ' \F,: � ° EX. SS PIPE BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY, MUST BE PROTECTED. THE TO BE REMOVED DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 5. G TO •BE R e at `I s% \ G UT 1 .e'r V P�. ✓' ,.�s1j�� ^. ,l'' 01 WASHr �B �+ Yv "• V • - A: : A A ASPHALT °3 DE�10A''r A "- �'i�` 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED pg ,'\ °oP ,.+ AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER WH E F ✓ \ c ^' •" yi a - 15 R/W WORK PORTIONS OF THE SITE WHERE FEASIBLE. 'END.OF SS LINE REMOVAL �°+ \\ \, > r`, J/� .�.• •9E PEMOVrU.y \¢� \�� \ \ \ " *� �° •, COORDINATEAITH UTILITY 'PLAN ,4- s \� > `7f'\ -�,! :• ` ® 3. THE SOIL, IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR -o +f "p r1 \. s _ L1�'' A, 9 8527 p �e � s•-° -- \ ��y !ice P '• UNDERLYING TOPSOIL REMOVED, SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE - HOLDING CAPACITY. THE i0 BE; E• V AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES fs9 /SiE Gv0 E L S.$ TQ,REMAIN.•n�"' -/� �"� , -P THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND Nq L EH V .. 12 °' ° L f0 :\ - I, c,-, \ - i�i TELEPHONE a. x - 4 DSCAP A "PH" SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS SILT F,ENCE 1 - ' ,�\ \ \ s \�. \ 4.. •. '/ -` '� BDOTN p y �• DEMOLMON CALLOUTS: I :2 " A TO EMAIN �� I, s. / TANK HOLE 7 EX. REET LIGHT TO o 0 0 0 0 ••' V O O W N N N N N 4 e A ' A •� ° ' Y' - ,REMA PROTECT FROM y t O SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW (D WORK. COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT „ y \ ' X • \ SAWCUT LIMITS. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAW, ING TO INSTALL v n ORING ( \ ,• \/ z IRRIGATION LINES. J* "' ✓ '� \> _ a •. H/ • SIGN. E%. CONCRETE TO BE REMOVED NCE O REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF -SITE. ° ° rc o Ei Ei Ei �( '• i.. •' 1 1 \\ FENCE 5 j \ i•T PORTION OF EX. SEWER \ O3 DEMOLISH EXISTING CONCRETE (CURB AND /OR SIDEWALK) AND DISPOSE OF OFF -SITE. COORDINATE WITH '.a PIPE TO BE REMOVED '\ EX U S E TER TO \ SHEET C3 FOR LIMITS OF CURB DEMOLITION. 0 0 0 0 WALK 3 \y$ - �cv✓ RE IN�P T CT � DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. IN AREAS OF NEW o 0 12 EXISTING v �„ FRO D WORK. SEE LANDSCAPE PLAN FOR PLANTING LIMITS AND REPLANTING OF DISTURBED AREAS ALONG BUILDING 9 ** PERIMETER OF WORK. `1 = 'A I / �\ PO R'/ CITIES O TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH CONTRACTOR TO COORDINATE WITH - 0 RE T CT KROGER PROJECT MANAGER. SSMH -B \ X \ SDMH -B UTILITY PURVEYOR TO DETERMINE IF _: _, �` FR QM •GE z �/ ° EXISTING GAS SERVICE IS ADEQUATE •p O TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM C) RIM = 28.42 r rt e10�'• RIM = 29.35 6 a ,c6 :� ,� FF BU DING 4" PVC N = 27.27 FOR PROPOSED DEMAND. REMOVE 'O �3"')•� '� `;,� \\�•„ EXACT LOCATION WITH KROGER PROJECT MANAGER. Cn 8" PVC NW = 19.01 \; vE 7rc.' ` 1t / AND REPLACE IF NECESSARY. / ?'' ° 8" PVC S 19 12 E ,� 0 ,° H' GREASE TRAP VAULT 8" PVC E = 20.32 95 \0\ E FiE \ tNPN� •'.,�, �p �. 5S TO BE REMOVED) 7 85 - _ -0 ) O7 APPROXIMATE LOCATION TR TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING � 2 \, t ( ^\• ^ -y-„\ / .,°,', \\^ RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER SEASONAL GROUND WATER IN UTILITY AND LJ..I Z 8 0 d ' TANK EXCAVATIONS AND SHALL PLAN FOR AT RI NECESSARY. CONTRACTOR SHOULD ANTICIPATE ( REM ) \ .,� DSO v�\y \F \EMENj N + , r „a LL LA F DEW E NG AS /TCE TM , CO c ON \S EJS �QV \F.S SDMH -C P \\ THE NEED FOR BAKER TANKS ONSITE FOR WATER STORAGE /TREATMENT. RIM = 29.29 .I•j /> O PROVIDE TEMPORARY TANK HOLE SHORING AS NECESSARY TO PROTECT ADJACENT PROPERTIES AND /OR UTILITIES. ' V / \ • TOP 6" PVC O.F. = 27.81 •E E6 \\ GENERAL CONTRACTOR SHALL PROVIDE SHORING DESIGN TO CITY FOR APPROVAL PRIOR TO CONSTRUCTION. (10 BE REMOVED) NTrf O EX. FIRE HYDRANT TO BE REMOVED. REMOVE SERVICE LINE AND PLUG AT EXISTING MAIN. N \� "� \ d+"\.�( •+ 5SC EXISTING LOT LIGHT TO BE REMOVED AND DISPOSED OF OFFSITE. CONTRACTOR SHALL CONFIRM AND 0_ ;zz.+,'; \TRA9Fiu\' (TO BE REMOVED) ENSURE THAT CIRCUIT(S) TO ADJACENT LOT LIGHTS REMAIN INTACT. a a K E%. SS TO EMAIN\ *11 ° EX. BUILDING TO REMAIN`(` II G w ty + \ \ .. . - `// a '� a, 11 EX. SIGN (INCLUDING POSTS, FOOTINGS, ETC.) TO BE REMOVED m m N W o N ,* f \.�•' \ CUR 3 „,'F' -'�• an ``\ `\ 12 DEMOLISH EXISTING BUILDING AND PYLON SIGN (INCLUDING FOOTINGS), WALKS, FENCING, AND UTILITY m m c ,• - _ °' // SERVICES COORDINATE WITH UTILITY COMPANIES FOR DISCONNECT SEE HAZARDOUS MATERIALS SURVEY IN a w MANUAL AND COORDINATE WORK WITH PM. m v ¢ c c ¢ q t,, \$LANDSCAPE 4 13 DEMOLISH /ABANDON EXISTING STORM PIPE PER CITY STANDARDS. CONTRACTOR SHALL FIELD CONFIRM THAT a ¢ o a a m m a NO EXISTING STORM PIPES (TO REMAIN) ARE CONNECTED TO ABANDONED PIPES. L 14 / \/ \ SSMH -D-/ /Y 14 CUT AND CAP EXISTING 2" DOMESTIC SERVICE AND 1" IRRIGATION WATER SERVICE (AT MAIN) AND REMOVE RIM = 28.53 l / / WATER BOTH METERS /METER BOXES (WORK TO BE PERFORMED BY CITY). G.C. SHALL CONTACT PUBLIC e" PVr W = 24 71 � Y , i �y °1 `, WORK DEPARTMENT TO COORDINATE. REPLACE SIDEWALK, LANDSCAPING, AND PATCH PAVEMENT TO MEET CONSTRUCTION SEQUENCE: AND MATCH EXISTING. Project #: 13245 Store #00459 1. ATTEND PRE - CONSTRUCTION MEETING WITH CITY OF RENTON. 15 DEMOLITION OF RIGHT -OF -WAY SIDEWALK, LANDSCAPE, AND MISC. FRONTAGE IMPROVEMENTS BY CITY. Designed By: Chit 2. FLAG OR FENCE CLEARING LIMITS. DEMOLI E� I ION NOTES: PRE -BID WALK TO CONFIRM IMPROVEMENTS IS RECOMMENDED. Drawn By: RDC 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 LIMITS SHALL Checked By. JH BE REMOVED, UNLESS OTHERWISE SHOWN ON THE PLANS. Date: 9.7.2012 4. INSTALL CATCH BASIN PROTECTION. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD. PRIOR TO COMMENCING WORK. R=373702 Disk. 1 ".DWG 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. Disk File: 13245- 02 -E.DWG 3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR Model: ::i 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 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 AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED /REPLACED AT CONTRACTOR'S EXPENSE. Address: 431 RAINIER AVENUE SOUTH RECOMMENDATIONS. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB MY OF 4ENTON RENTON, WA 96057 -'J 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. / y p�JTbN AND CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF RENTON Approved by: Date: / EROSION AND SEDIMENT CONTROL STANDARDS. 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE T.ES.C. PLAN EXISTNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN. ? FRM NAM 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: Dale: �/ FLELM FACLITY 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 Permit No. U13001730 -- 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CONSTRUCTION SHALL BE REMOVED. Drawing No.: - - Approved by: Date: 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. CZ of 10 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES Approved by: Date: REMOVED IF APPROPRIATE. C 1>: t2 - 37 I I I I `w x` N a Y V a 0 a E m o° y A d G m ro o�C N < O It 7, O