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HomeMy WebLinkAboutR-374503v d U) CL f U) z J U mW a a ~ 0 J 0 Q w w J w w U C0 U R r iI Y 11 12 5 it o c4 tJ Y p Y 6 r I 2 4 - - x2i. , "' ,.,• START 1 3 7 AHBLE''° s n GRAPHIC SCALE 5 10 20 1' = 10 FEET i Qoo Qo eQ "oo Qoo : o, Res' o o'. 01 . 0. 0. 20' Cso. ;. 4 It 10 U.. oo ;Q'oo ce ° .e °cie° °Cro•• eQ oo. oo eQ oo eQ oo. 13 . °g R25' 5. i j PORTABLE o6 m FF= 461.65 DEMOLITION OF ALL EXISTING SITE PERCENT END 1 IMPROVEMENTS AS INDICATED BY THIS GERMINATION AND TOPSOIL OFFSITE. DRAWING OR AS REQUIRED FOR NEW 90% CREEPING RED FESCUE 40% CONSTRUCTION. IT IS THE CONTRACTOR'S 6. SEDIMENTS TRACKED ONTO PAVED SURFACES a -__ 90% Y 11 12 5 it o c4 tJ Y p Y 6 r I 2 4 - - x2i. , "' ,.,• START 1 3 7 AHBLE''° s n GRAPHIC SCALE 5 10 20 1' = 10 FEET i Qoo Qo eQ "oo Qoo : o, Res' o o'. 01 . 0. 0. 20' Cso. ;. 4 It 10 U.. oo ;Q'oo ce ° .e °cie° °Cro•• eQ oo. oo eQ oo eQ oo. 13 . °g R25' GENERAL NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK 5. REMOVE EXISTING SOD AND TOPSOIL AS PORTABLE o6 m FF= 461.65 DEMOLITION OF ALL EXISTING SITE PERCENT END 1 IMPROVEMENTS AS INDICATED BY THIS GERMINATION GENERAL NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK 5. REMOVE EXISTING SOD AND TOPSOIL AS UNDER THIS CONTRACT TO INCLUDE THE o6 m NECESSARY TO PROVIDE IMPROVEMENTS. DEMOLITION OF ALL EXISTING SITE PERCENT CONTRACTOR SHALL DISPOSE OF EXCESS SOD IMPROVEMENTS AS INDICATED BY THIS GERMINATION AND TOPSOIL OFFSITE. DRAWING OR AS REQUIRED FOR NEW 90% CREEPING RED FESCUE 40% CONSTRUCTION. IT IS THE CONTRACTOR'S 6. SEDIMENTS TRACKED ONTO PAVED SURFACES RESPONSIBILITY TO FULLY REVIEW THE SITE 90% SHALL BE REMOVED BY SWEEPING. CONDITIONS AND TO CORRELATE THESE 90% SEDIMENTS SHALL NOT BE WASHED OBSERVATIONS WITH THE PROJECT WORK 1 START' DOWNSTREAM. SPRAY EXPOSED SOILS WITH AND INCLUDE ALL NECESSARY DEMOLITION, STABILIZER TO BE WATER TO PREVENT DUST. RUNOFF SHALL WHETHER SHOWN OR NOT, AND INCLUDE ALL NOT BE CREATED BY SPRAYING. EROSION SUCH COSTS IN THE BASE BID. CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL 7. PROTECT EXISTING PLANTS AND VEGETATION CLEARING NECESSARY TO BE ABLE TO TO REMAIN. COMPLETE ALL THE WORK OF THIS PROJECT. 8. PROTECT EXISTING UTILITIES AND PAVING 3. CONTRACTOR SHALL LEGALLY DISPOSE OFF WITHIN THE WORK LIMITS NOT SPECIFICALLY THE OWNER'S PROPERTY, ALL DEMOLISHED INDICATED FOR DEMOLITION. RAISE EXISTING AND REMOVED MATERIALS, UNLESS INDICATED UTILITIES TO FINISHED GRADE. REPLACE OTHERWISE. DAMAGED PAVING. 4. BACKFILL AND COMPACT ALL VOIDS AND 9. SEE SHEETS C1.3 FOR TEMPORARY EROSION DEPRESSIONS OCCURRING AS A RESULT OF AND SEDIMENT CONTROL NOTES AND DETAILS. DEMOLITION ACTIVITIES. SEE SPECIFICATIO FOR ALLOWABLE BACKFILL MATERIALS. 10. SEE SHEET C1.4 FOR STANDARD EROSION CONTROL NOTES. HYDROSEEDING NOTES 1. HYDROSEEDING SHALL BE APPLIED TO ALL DISTURBED NON -PAVED SURFACES. L 2. HYDROSEEDING TO BE THE FOLLOWING MIXTURE: Co6 m TYPE OF PROPORTIONS PERCENT PERCENT MIXTURE BY WEIGHT PURITY GERMINATION PERENNIAL RYE GRASS 40% 90% 90% CREEPING RED FESCUE 40% 90% 90% PREINOCULATED WHITE DUTCH CLOVER 10% 95% 90% HIGHLAND BENT GRASS 10% 90% 90% 3. APPLICATION TO BE 100 LBS /ACRE. INLET SEDIMENT PROTECTION PER DETAIL 1 START' 4. 500 LBS /ACRE 10 -20 -20 FERTILIZER, 2000 LBS /ACRE MULCH AND 40 LBS /ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. rn KEY NOTES: o C Z L f ; Co6 m D zNz W Z m m DEMOLISH EXISTING PAVING z z i y 0 DEMOLISH MOW CURB 0 ccc D m Z LOCATION AND ELEVATION. SEE SHEET C1.2 G) DEMOLISH EXISTING PAVING z z i Z C mg 11 ua m O PROTECT EXISTING PAVEMENT TO REMAIN m INLET SEDIMENT PROTECTION PER DETAIL 1 START' M y O DEMOLISH MOW CURB 0 CONTRACTOR SHALL POTHOLE AND CONFIRM POWER AND TELECOMMUNICATION LINE PER 1 EN `° D m LOCATION AND ELEVATION. SEE SHEET C1.2 lJ DEMOLISH EXISTING PAVING R N 11 SAWCUT EXISTING PAVEMENT 3 O PROTECT EXISTING PAVEMENT TO REMAIN 12 INLET SEDIMENT PROTECTION PER DETAIL 1 START' O PROTECT EXISTING ELECTRICAL AND 1. START 1 TELECOMMUNICATIONS BOXES 13 DEMOLISH EXISTING UTILITIES DEMOLISH YARD DRAIN O 7 Q J / f f ;,, m ; ,e, 14 PROVIDE CONSTRUCTION ENTRANCE PER DETAIL e2PROTECTEXISTINGPOWERAND1' TELECOMMUNICATION LINES PROTECT GRAVEL BENEATH PORTABLE, DEMOLISH EXISTING PORTABLE AND RAMPS. TeM F1 CONTRACTOR SHALL POTHOLE AND CONFIRM AHBL EXISTING INVERT ELEVATION. CONTACTOfi ENGINEER IF INVERT DIFFERS FROM THAT NOTEDTBMIII ! // !'' NAIL AND WASHER N:170444.8929 ON SHEET CI.2. E: 1306185.8762 I ELEV. 459.37 CONTRACTOR SHALL POTHOLE AND CONFIRM POWER 12 O LOCATIONNAND ELEVATION. SEEAEESHEETC1.2. LEGEND 12 - WORK LIMITS /CLEARING LIMITS II E.7 erJ vd 6s L9 U X31 U V:::i x" SILT FENCE M if if C12 SAWCUT LINE - - - - - - - - - - MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONSIACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. Ls ` . E NO. I REVISION DEMOLISH EXISTING UTILITY 1 pC CATCH BASIN SEDIMENT BARRIER ® 3• r ` DEMOLISH EXISTING CONCRETE FP11U112LH 114E 1014 111119N CONSTRUCTION ENTRANCE BY I DATE I APPR R. ELANGOVAN F. KATONA W. RERST 1. a op , : ct, o • : O, o 1. PERMIT SET rxs xxmu: xiuo r AS NOTED 01 DATUM a nu w•e r ac wr SGYE /0.tllmMi.Y U14004147 Checked for Compliance to Ciry andards o 59101 L NonCE T A C O M A - SEATTLE • SPOKANE •TRI- CITIES NIIMIXM (f Pti 0.tlWr 9WL RWIME E NOL@OIY YY NO mV.NE PBGO6 2215 North 30tH Street, Suite 300 Tacoma, WA 9840' O WP Ig115 M R. T6 pylp161011H air ra rN: per Ram. nr am 253.383.2422 TEL 253.3832512 FAx www.ahbl.can wB1 rnnno m wnr wim a ra rrmn wo¢r. arz: dl: CITY OF CASCADE ELEMENTARY SCHOOL JULY 2014 UK R E N TO N PORTABLES RENTON SCHOOL DISTRICT ., Planning /Building /Public Works Dept. 01.1 TESC AND DEMOLITION PLAN 2 5 c0 -'2-3-tc IAHNINI NNAP O O r) D m lJ z R N p @ Do= n O NO rn V, 8 O o D N