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HomeMy WebLinkAboutzR-3807SetPARCEL NUMBER,. 102M 132 LEGAL DESCRIPTION: (BY OTHERS) THAT P0M OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNiSNNIP 23 N01!'1'H, iiANNGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAS SECTION 10; THENCE NORTH 00'25' 13" WEST 42.04 FEET; THENCE SOUTH 88'0158" EAST PARALLEL WITH THE SOUTH LNC OF SAID 40.03 FEET TO THE INTERSECTION OF THE EAST MARGIN OF UNION AVENUE N.E. WITH THE NORTH MAAGII OF N.E. 4TH STREET; THENCE NORTH W25'130 WEST ALONG SAID EAST MARGIN 158.00 FEET; THENCE SOUTH xs'tOl'58" EAST 142.12 FEET TO THE EAST LINE OF THE WEST 182.00 FEET OF SAID SUMMSION AND THE TRUE POINT OF GWM�NNIGS; THENCE NORTH W43'21" EAST 214.64 FEET TO THE (NEST LINE OF THE EAST 250.00 FEET OF SAID WEST HALF (AS MEASURED ALONG THE SOUTH LINE THEREOF); THENCE SOUTH 00' 16'39" EAST ALONG SAID WEST LINE 166.33 FEET TO SAID NORTH MARGIN OF N.E. 4TH STREET; THENCE WORTH x8"'02'58" WEST ALONG SAID NORTH MARGIN 214.41 FEET TO SAID EAST LINE OF THE WEST 182.00 FEET OF SAID SllBOMSIONk THENCE NORTH W25'13" WEST ALONG SAID EAST LINE 158.00 FEET TO THE TRUE POINT OF OEGMM�MNG; (ALSO KNOWN AS LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT 007-82, RECORDED UNDER RECORDING NO. 8207079005) EXCEPT THAT PORTION CONVEYED TO CITY OF MENTON BY DEED TINDER RECORDING NO. 20120416000525. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS: ,NADq1991> PER CITY OF RENTON CONTROL, 8Y OTHERS) w�cu(�1) efN+r+c iws cxcuuTEo usM+c THE PUBLISH aosmoN OF THE sounwEsr sEcnon cow of sEcnoN 10, rte. Aon. w.M., ALSO KNOWN AS CITY OF RENTON CONTROL POINT 1503 AND A LMS TO THE SOUTHEAST CORNER OF SAD SECTION. ALSO KIM AS CITY OF RENTON CONTROL POINT NUMBER 1852. SAID LIKE NYIS TAKEN AS SOUTH M*12'17* FAST. DATUM INFORMATION: (MV= PER cirr of RENTON coHrRa, BY OTHERS) 100011 ELEVATION IMAS DEIENAM BY IJSMK: THE PUBLISH ELEVATION ON CITY OF RWON CONTROL POW NUMBER 1503 AT THE SOUTHWEST CORNER OF SECTION 10. T23N, ii05E, W.M.. NAVD96 ELEVATION= 101.02 SITE DATA: AQUIFUR PROI -cna+ zap is PROJECT LOCATED wrrHw THE AWFER aAorEcnow AREA (APA) SHALL cowwLY WITH SPECIAL REWIRE" #6 of THE SURFACE Vw►TER DESIGN MANUAL AND AQUIFR aaorEcnon REcuunoNs (RMC 4-3-050). wPERnous AREk- A. oasrN+c w3ERVIous AREA: 2e.360 SF B. NEW MIPENVIOUS AREA- APPROXIMATELY 24.000 SF (72X). C. NET NEW 11MPER1AOl1S SURFACE -5,610 SF CONDITIONS OF APPROVAL: 1. THE APPLICANT 94ALL BE REQUIIIIIED TO REVISE THE SITE AND LANDSCAPING PLAN TO PROVIDE A MINN" 1 0400 LANDSCAPE FRONTAGE ALONG NE 4TH ST. WITH THE EXCEPTION OF THE TWO "BLIMP OUTS" ON THE ESAT AND WEST ENDS OF THE NE 4TH ST. FRONTAGE. THE LANDSCAPED "BLIMP OUT" AREAS SHALL BE CONSIDERED PART OF THE 10 -FOOT WIDE FROWAGE LANDSCAPING RiEQLIIMlED BY CITY CODE. THE REVISED SITE AND LANDSCAPING PLAN SHALL BE SUBNMTTEo TO AND APPROVED BY THE CL MIEN PROJECT hiAkAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 2. THE APPLICANT SHALL SUBW A REVISED LANDSCAPING PLAN WITH ELEVAT06 FOR THE PROPOSED ORWMENTAL FENCING ALONG THE EASTERN PROPERTY LINE. THE REAM LANDSCAPE PLAN SHALL. BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROWIL. 3. THE APPLICANT SHALL BE REQUIRED TO REVISE THE SITE PLAN IN ORDER TO INCORPORATE ADDITIONAL PEDESTRIAN CONNECTION TO THE ABUTTING RETAIL USE TO THE EAST. THE REVISED SITE PLAN SMALL BE SUBMITTED TO AND APPWIVED BY THE CURRENT PLANING PROJECT MIWA�t�ER PRIOR TO BUILDING PERMIT APPROVAL. 4. THE APPLICANT SHALL BE REQUIRED TO SUBMIT REVISED ELEVATIONS WR•ICH INCLUDE THE REFUSE AND RECYCLABLE ENCLOSURE MADE OF MASONRY, ORNAMENTAL METAL OR WOOD, OR SOME COMBINATION OF THE THREE AND A ROOF. IF THE PROPOSED GREASE INTERCEPTOR CAN BE SEEN ABOVE GRADE SCREENING ELEVATIONS WOULD WIVE REQUIRED TO BE PROVIDED TO SCREEN THE GREASE INTERCEPTOR. THE REVISED ELEVATIONS SWILL BE SUBMMrM TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 5. THE APPLICANT SHALL REVISE THE SITE PLAN TO DEPICT A DIFFERENTIATION IN MATERIALS FOR ALL PEDESTRIAN ACTIONS MKTHINI THE PWJNG AREAS AND/OR DRIVE ZANIES ON SITE.. THE REMISED SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT 110101G PROJECT MSR PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPL;MCA NT SLMALL SUBMIT REVISED ELEIMATIONS FOR THE RETAIL STRUCTURE DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS INCLUDING ADDITIONAL GLAZING, CONTRASTING MATERIALS, OR SPECIAL DETAILING ALONG THE WESTERN BUII DING FACADE. THE REVISED ELEVATIONS SNA•L BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PWACT MANAGER PRIOR TO BUILDING PEPUT APPROVAL 7. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT hVWAGER Pf" TO BUII1W POUT APPROVAL S. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CAS EXCESSIVE GLARE ON ADJACENT PROPERTIES AT THE TIME OF BUILDING PEW REVIEW. THE LQfTING PIAN SHALL BE SUBIM TEO TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVMAL 9. THE APPLICANT SHALL BE REQUIRED TO PROVIDE A SCREENING PLAN FOR ME0##WoAL. EQUIPMENT FOR BOTH STRUCTURES. THE SCREENING PLAN SHALL BE SL1 MI1TED TO AND APPIiO40 BY THE CURRENT PLANNING PROJECT MANAGER POOR TO BUILDING PERMIT 10. THE APPLICANT SHALL BE REQUIRED TO SUB MIT A DETAILED L44M ',APE PLAN DEMONSTRATING COMPLIANCE WITH THE TREE RETENTION REQUIREMENTS OF RMC 4-4-130. THE DETAILED LANDSCAPE PLAN SHALL TO AND APPWW BY THE CURRENT PLANNING PROJECT MWIAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL 11. THE APPLICANT SHALL REVISE THE SITE PLAN TO COMPLY WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F.11. THE REMISED SITE PLAN SHALL. BE &"TIED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MSR Pf" TO BUM.DING PERMIT APPROWL 12. THE APPLICANT SHALL SUBMIT A SINN! PERMIT DEPICTING SAFETY SIGNAGE (PEDESTRIANS CROSSING, STOP SIGN, ETC.) AT INTERSECTIONS BETWEEN PEDESTRIAN PATHWAYS AND THE DRIVE THRU OWE. THE SIGN PERMIT SHALL BE SUSIMRTTED TO AND BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO TEMPORARY OCCUPANCY PERMIT. .• 1 1 1 X: / ••/•/ • �a' :: ♦ (V RJR�l ♦ ri 1 ♦ •. �,g « r1( r# 1 "r 1! r • r' ll . / `!�.►.. • ♦°'•1..� is 11 •i 4` r r l,l a I Ir xl. a a l . 1 . l_r ■ l . • «� 1 /. �►� 1. /. l r Tal . i al. ; 1 1. _. ;: « ��® t. : r 1.1 t � .i, 1 r r i ; , «�r i. 1!►` r. 1. l.�!► r i.l . `� rl . .i" 1 1 ', / 1 1° 1• 1 y i•4 r- ..1'i 1: 1 1 �. 1 /• i.i r'y f 9 ilk ILL • 1r.:. • 0. PACIFIC AVENUE, SUITE 300, TACOMA,98402 TACO TIME RENTON HIGHLANDS 4114 NORTHEAST 4TH STREET RENTON, WA 98059 A PORTION OF THE WY2, SSWY4 , SECT 10, TWP. 23N, RGE 5E.W.M. CITY OF RENTON, KING COUNTY, WASHINGTON .:.... Ts .............. ... r NTS SHEETINDEX SHEET NUMBER SHEET TITLE c,.o, coves sir AND Howz cowraoL c2.01 oEwouTaN AND Esc PLAN c2.02 DEMOLITION AND Esc PLAN notes AND DETAILS C3.01 SITE Ai10 SURFACING PIAN 03.02 SITE AND SURFACING PIMI DETAILS 03.03 SITE MIO SURFACING PLAN DETAILS C4.01 GRADING MO DRAINAGE PLAN C4.02 STOMA PROFILES C4.03 STORM PLAN NOTES AND DETAILS C4.04 STORY PLAN DETNLS C4.05 STORY PLAN DETAILS C5A1 UTLITY PLAN 05.02 UTILITY PLAN NOTES AND DETAILS 05.03 llTMJiY Pl/W DETAILS 0.01 LANDSCAPE AND TREE RETENTION PI.iW L2.01 SCHEMATIC IRRIGATION PLAN ABBREVIATIONS: 3A a3M 4Y,( C1STr C4 IMAL � NO. Aug 25 2015 4:12 PM Cosi8n r,1 FD FOOTING DMMI rwqKm ELEVATION F7L FT%R* G GAS (R1M. (,'M1iEl 6V GAS VALVE FNM V�T WHORIZ�X ASPHALT IEMNER'f ELCEIMTION IN IfICFI IRR IAl11GAT10N L LENGTH LF I.I�IR FEET LT itr i REVISION PROJECT TEAM OWNER BEI EVUE TT, L.C. 3300 MAPLE VALLEY HIGHWAY RENTON, WA 9 CIVIL ENGINEER m INC 2106 PACIFIC AVENUE, SUITE 300 TACOMMA, IMA 9!1402 (253) 627-4367 CONTACT: JUSTIN GOROCH EMr L- JGonx+4N raongkwwing.com SURVEYOR LAN KWE LAID SURVENW, INC. 32320 11TH PLACE S.E. ALGBLIJRN, WA 9x092 PHONE: (253) 653-6423 CONTACT: TREVOR LANKrREE ARCHITECT BCRA, INC 2106 PACIFIC AVENUE, SLATE 300 TACOMA, WA 98402 (253) 627-4367 CONTACT: MAT BERGMAN E140IL: wumww Isom rr + 1• ! • «Vowr A WORTH APPROX AP1PIOMAT&Y ARCH ARCHITECTURAL O.C. ON CENTER ASSY PED ffv.� : rBUILDING POLY ETHnfNE BLVD BOULEVARD L CENTERLINE «:CATCH of RENTONSS CCP CEMENT CONCRETE PAVEMENT CG •,: AND GUTTER a- CI 'i CAST RO ,.. CLASSCL « • CORRUGATED METAL .. / CLEAN OUT COMP COMPAM CONC CONCRETE «• ()(11NkUGATED POLYETHYLENE POPE «• CROWN CSTC CRUSHED SURFACING TOP COURSE CF CUBIC FEET T 1 1 1• DI DUCTILE IRON DIA DIAMM DS k1mrilliT 3A a3M 4Y,( C1STr C4 IMAL � NO. Aug 25 2015 4:12 PM Cosi8n r,1 FD FOOTING DMMI rwqKm ELEVATION F7L FT%R* G GAS (R1M. (,'M1iEl 6V GAS VALVE FNM V�T WHORIZ�X ASPHALT IEMNER'f ELCEIMTION IN IfICFI IRR IAl11GAT10N L LENGTH LF I.I�IR FEET LT itr i REVISION PROJECT TEAM OWNER BEI EVUE TT, L.C. 3300 MAPLE VALLEY HIGHWAY RENTON, WA 9 CIVIL ENGINEER m INC 2106 PACIFIC AVENUE, SUITE 300 TACOMMA, IMA 9!1402 (253) 627-4367 CONTACT: JUSTIN GOROCH EMr L- JGonx+4N raongkwwing.com SURVEYOR LAN KWE LAID SURVENW, INC. 32320 11TH PLACE S.E. ALGBLIJRN, WA 9x092 PHONE: (253) 653-6423 CONTACT: TREVOR LANKrREE ARCHITECT BCRA, INC 2106 PACIFIC AVENUE, SLATE 300 TACOMA, WA 98402 (253) 627-4367 CONTACT: MAT BERGMAN E140IL: wumww Isom rr + 1• ! • «Vowr A WORTH mc No • NTS NOT 1 SCALE O.C. ON CENTER OFF OFFSET PED ffv.� PE POLY ETHnfNE Tt LINE D ��FEET y � r SOUND ENERGYcmr of RENTONSS r 1 ENERGY PUGET SOUND 71 l OF rE POW . POLY CHLORIDE ,.. . _�l RRADI L RO OFUSLEADER RW RIGHT-OF-IMAY RT FORCED CONCRETE PIPE SWAM AS NOTED AwMLSo" r wr m � segs 1A00F mw CITY OF RENTON Planning/Building/Public Works Dept. . „ .,.,..• , a.� ,.n.A.. INTERSECTION OF 4TH STREET AND 148TH AVENUE NE CITY OF RENTON CONTROL POINT 1852 HELD FOR W M/ 91 ROTATION n-� c CITY OF:MNTON ed'b' it r : Appraved by: Uwr✓ Date: 1 014 � /,/.5 Date- Date: te - TACO TIME RENTON HIGHLANDS k4b 51l1RBtIG K 5. (,l 1,400545 COVER SHEET AND HORIZONTAL CONTROL CD,2- gT'd' RIB 114101015 08.25.2015 n , S0UT"�w,w UTILITY CONTACTS �i SD ow rnm SF rim 1&mr z m O SPECS NATURAL GAS DOMESTIC WATER D ��FEET y � r SOUND ENERGYcmr of RENTONSS SAwmy ass 11 am NE RENTONcm HALL)TORM SSCOs�wr� OUT eVIA. �s9mjoss S. c�ao�r �w►Y i ST E (253) 476-6420 RENTON, MM 96057 STASTA (425) 430-7332 STD ST LVIATIER � POLLUTION POWER STORM DRAINAGE T TWIPIL PUGET SOUND ENERGY C17Y OF RENTON TTEC SC 355 110111 AVENUE NE RENTON CRY HALL t � ��� BE] 1.ElAlE, IMA 9e004 1055 S. GRADr WAY TP Comm OF (253) 476-6420 RENTON, MTA 99057 TRANS TWASITION (425) 430-7332 TYP TYPICAL uc UP UNDER GROUND uT111x POLE SANITARY SEWER DEMOLITION PERMIT vc VERTICAL cxx+e C117Y of RENTON PuGEr sou+o CLEAN M AGENICY RENTON CITY HALL 1904 THIRD AVENUE - SUITE 105 w WEST 1055 S. GRADY IMAY SEATTLE, MIA 98101 WITHWATER VALVE RENTON, IMA 57 (206) 689-4058 (425) 430-7332 SWAM AS NOTED AwMLSo" r wr m � segs 1A00F mw CITY OF RENTON Planning/Building/Public Works Dept. . „ .,.,..• , a.� ,.n.A.. INTERSECTION OF 4TH STREET AND 148TH AVENUE NE CITY OF RENTON CONTROL POINT 1852 HELD FOR W M/ 91 ROTATION n-� c CITY OF:MNTON ed'b' it r : Appraved by: Uwr✓ Date: 1 014 � /,/.5 Date- Date: te - TACO TIME RENTON HIGHLANDS k4b 51l1RBtIG K 5. (,l 1,400545 COVER SHEET AND HORIZONTAL CONTROL CD,2- gT'd' RIB 114101015 08.25.2015 n , ^z s' m _ z �i .o C rnm N z m O m U) OO D r R 19 C 17 _. I� ,1 0 v m �Z o�y O n 0 D T � v m :a ;+ M i cnrrte^^ 1. 2 - LOT LIGHT 15 1 1 i 9 2� i I 1 LUT LIGH POWER 'f CABINET T \---- T _ -- -- 7 EL. VAULT T ` n POWER POLE W\Af1CH(-)RI BC)LLARD TRA`sH Ef\JCLJ` URE 8 1 � i\ 15 �.ILWILML yA 1 \ LOT LIGHT 22 SSMH RIM=3 ' s ` 6 IE (3)' _ r� SOIL EROSION SCOPE NOTE: THE EROSION CONTROL e ON THE PLANS ARE:tee i MINIMUM MEASURES NECESSARY FOR THIS PROJECT. WEATHER CONDITIONS AND THE CONTRACTOR'S MEANS A/ METHODS WILL NECESSARILYDICTATE A001TIONAL EROSION CONTROL 't i+ BEYOND THOSE ON THE PLANS. IT IS THE CONTRACTOR'S RESe e MEET ALL FEDERAL,1 LOCAL REQILATIONS RELATED TO CONSTRUCTION STORIMTERDISCHARGES. > I PRI PERTY/80Ulavi f LMIE .. LUTS OF DWURBANCE O1 STABNJZED CONSTRUCTION ENTRANCE e SILTATION FENCE ® CATCH BASIN INLET PROTECTION o. C-71 �\ 10 4 REMOVE EXISTING CEMENT CONCRETE PAVEMENT - X- X- X- X- X- X- REMOVE EXISTING Cly - - - - - - - - PAMEMENT CUT W REMOVE DUSTING UTU Y M CAP / PLUG 1 i U) FOR SITE LJGHTING. FOR REFERENCE ONLY. —4 D z 0 Z / 1 I 1 1 1 �.- w Q ��I �� 19 O REIIONE F�tlS1MiG TRASH ENCLOSURE. (D PRESERVE AND PROTECT EXISTING O RELOCATE EXISTING GIBS METER. SIOEMIALK. COORDINATE WITH PSE. O8 REMOVE ALL EXISTING PAVEMENT WITHIN 21 REMOVE GUARD RAIL LIMITS OF DISTURBANCE. 0 CAP /PLUG. a I I I 1 I � L_ ----J10 l 15 CATCH BASIN. Z -� 10 PRESERVE AND PROTECT EXISTING 24 o STORb UNE. DONMI SLOPES PER DETAIL. 11 PRESERVE AND PROTECT IXISTING FIRE O CONTRACTOR STOCKPILE / UYOOWN HYDRANT. Z 1 1 W 1 SANITARY SEINER MANHOLE. �* RELOCATE OR RECREATE CONTROL IM w LC;T Li;;HT 1 \� 13 PRESERVE MIO PROTECT EXISTING S L 9 2 POWER CABINET. DEMOLITION NOTES: 1. UIMTS OF DISTlJRBANCE ARE SHOWN ON THE PLAN FOR REFERENCE PURPOSES. WORK ShIALL NOT BE CONDUCTED OUTSIDE PROPERTY UNE UNLESS OTHERWISE NOTED. 2. OBTAIN DEMOLITION PERMITS FROM PUGEf SOUND CLEAN NR AGENCY. 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT UNIFORM EDGE. 4. STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING WORK IS TO OCCUR. S. REMOVE ALL STRUCTURES, PAVEMENTS, UTILITIES, AND VEGETATION WITHIN THE LIMITS OF DISTURBANCE UNLESS OTHERWISE NOTED. 6. SEE PAGE C2.02 FOR CITY OF RENTON EROSION CONTROL NOTES. ,1 2' IN DEPTH AND SHALL BE PLACED MNTFMN THIRTY (30) DAYS OF COMPLETION OF GRADING WORK. WOOD STRAND MULCH SHALL BE PER IMSDOT 9-14.4(4). 1 ' SURFACE WATER DESIGN WWUIIL (KCSWOM). 9. CITY OF RENTON EROSION CONTROL WET SEASON REQUIREMENTS ARE APPLICABLE FROM OCTOBER IST TO APRIL 30TH. / 10 1 ;- ,- / I J 1 1 1. man 1� 1 1 1 i 9 2� i I 1 LUT LIGH POWER 'f CABINET T \---- T _ -- -- 7 EL. VAULT T ` n POWER POLE W\Af1CH(-)RI BC)LLARD TRA`sH Ef\JCLJ` URE 8 1 � i\ 15 �.ILWILML yA 1 \ LOT LIGHT 22 SSMH RIM=3 ' s ` 6 IE (3)' _ r� SOIL EROSION SCOPE NOTE: THE EROSION CONTROL e ON THE PLANS ARE:tee i MINIMUM MEASURES NECESSARY FOR THIS PROJECT. WEATHER CONDITIONS AND THE CONTRACTOR'S MEANS A/ METHODS WILL NECESSARILYDICTATE A001TIONAL EROSION CONTROL 't i+ BEYOND THOSE ON THE PLANS. IT IS THE CONTRACTOR'S RESe e MEET ALL FEDERAL,1 LOCAL REQILATIONS RELATED TO CONSTRUCTION STORIMTERDISCHARGES. > --- — — --- PRI PERTY/80Ulavi f LMIE .. LUTS OF DWURBANCE O1 STABNJZED CONSTRUCTION ENTRANCE e SILTATION FENCE ® CATCH BASIN INLET PROTECTION o. C-71 ' 4 1 1 i 9 2� i I 1 LUT LIGH POWER 'f CABINET T \---- T _ -- -- 7 EL. VAULT T ` n POWER POLE W\Af1CH(-)RI BC)LLARD TRA`sH Ef\JCLJ` URE 8 1 � i\ 15 �.ILWILML yA 1 \ LOT LIGHT 22 SSMH RIM=3 ' s ` 6 IE (3)' _ r� SOIL EROSION SCOPE NOTE: THE EROSION CONTROL e ON THE PLANS ARE:tee i MINIMUM MEASURES NECESSARY FOR THIS PROJECT. WEATHER CONDITIONS AND THE CONTRACTOR'S MEANS A/ METHODS WILL NECESSARILYDICTATE A001TIONAL EROSION CONTROL 't i+ BEYOND THOSE ON THE PLANS. IT IS THE CONTRACTOR'S RESe e MEET ALL FEDERAL,1 LOCAL REQILATIONS RELATED TO CONSTRUCTION STORIMTERDISCHARGES. ' L(_)T LIGHT 1 i IE (,t „ ,9 1 OIL;/WATER \ SEPARATUR 1 ' IE C,„ 1\1=394.19 ' 1 IE 6 394.69' \ 1 1 � SDMH RIM = 39 7 A3'' 1 � � i �- GAS METER IE 48"CPv1P N«%'>;= 8 ),IJ<' 1 1 \ 1 ! FINISH 20 i 1 1 FLUOR 3 9 2 CONNECTION ' 1 1 18 PERH c -- -- A'S --BUILT PLA11Q) DRC) P I \ \ , (T'r" P ' ° — BOLLARD F43MM DUSTING BUILDING AND SITE M�AO4IEMIENTS PER THE SPECIFICATIONS AND THE DEMOLITION NOTES. 23 EXISTII�JG BUILDING L_ EOuTPRIf�T HE SEl Tc� 4114 NORTHEAST 4TH STREET 23 ` 1 ' Hf -_.ESL - �1 21 FD WD CURB 1 ' Fri i` I� o 1 o >OF 01 z � , 1 4 1 NA 1 18 dwookop �. 15 ' PV)WER 26I�' BOLLARD -' VA I.) 1 2 9 �. k, CB RIM=394.9 ..�- IE 8 C'MP W 92).49 y �I E 4 ADS 1,,IE_393. 5 X 8 —77--- T' - .. OwnIiP_...]� ---V- Tu�y P(OU) --- T F —.-- n==tea- -- = T == T – Tom.- �� � .,� - T T CURB CUT \--� L I G HT POLE —- — ---- - - - _--__ -- - -- W/JBOX BkE LANE TES -- —_ -- ----- - - -- -- -- AN - POWER In L UPERMIT JU1440,JM T253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ISTD G 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 `SjONAL NO. Aug 25 2015 4:12 PM COS1n HANDHULD REVISION MATCHLM - SEE RIGHT 22 \ 25 -.0.:. 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O8 REMOVE ALL EXISTING PAVEMENT WITHIN 21 REMOVE GUARD RAIL LIMITS OF DISTURBANCE. 22 CAP /PLUG. a I I I 1 I � L_ ----J10 CATCH BASIN. 23 REMOVE EXISTING WHEEL STOP. 10 PRESERVE AND PROTECT EXISTING 24 SILT FENCE WILL BE PROVIDED ON ALL STORb UNE. DONMI SLOPES PER DETAIL. 11 PRESERVE AND PROTECT IXISTING FIRE O CONTRACTOR STOCKPILE / UYOOWN HYDRANT. AREA. ADJUST LOCATION AS NECESSARY 1 TO ACCOMMODATE FINAL PAVING. ' L(_)T LIGHT 1 i IE (,t „ ,9 1 OIL;/WATER \ SEPARATUR 1 ' IE C,„ 1\1=394.19 ' 1 IE 6 394.69' \ 1 1 � SDMH RIM = 39 7 A3'' 1 � � i �- GAS METER IE 48"CPv1P N«%'>;= 8 ),IJ<' 1 1 \ 1 ! FINISH 20 i 1 1 FLUOR 3 9 2 CONNECTION ' 1 1 18 PERH c -- -- A'S --BUILT PLA11Q) DRC) P I \ \ , (T'r" P ' ° — BOLLARD F43MM DUSTING BUILDING AND SITE M�AO4IEMIENTS PER THE SPECIFICATIONS AND THE DEMOLITION NOTES. 23 EXISTII�JG BUILDING L_ EOuTPRIf�T HE SEl Tc� 4114 NORTHEAST 4TH STREET 23 ` 1 ' Hf -_.ESL - �1 21 FD WD CURB 1 ' Fri i` I� o 1 o >OF 01 z � , 1 4 1 NA 1 18 dwookop �. 15 ' PV)WER 26I�' BOLLARD -' VA I.) 1 2 9 �. k, CB RIM=394.9 ..�- IE 8 C'MP W 92).49 y �I E 4 ADS 1,,IE_393. 5 X 8 —77--- T' - .. OwnIiP_...]� ---V- Tu�y P(OU) --- T F —.-- n==tea- -- = T == T – Tom.- �� � .,� - T T CURB CUT \--� L I G HT POLE —- — ---- - - - _--__ -- - -- W/JBOX BkE LANE TES -- —_ -- ----- - - -- -- -- AN - POWER In L UPERMIT JU1440,JM T253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ISTD G 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 `SjONAL NO. Aug 25 2015 4:12 PM COS1n HANDHULD REVISION MATCHLM - SEE RIGHT 22 \ 25 -.0.:. J 13 • 1 ri ♦ ii ii ii ii f Zia 10 •�i�i•i�i�.�i�I��i`+.`��r�I►�i�i'�i•i•i•i�i�ii.i.if►i•i•i•i:�/► `l 'i i i i 1 i �i 1 1 m i • i .► =l =• �� -� =� ~• •• •�► •r •r rr - =i i ,. /�► ,. i � i �, � ,,,. i ,� i �.I ,. i �, �f ,. �► r i � i � �f ••.V.ir � rf i •,, r �f � i �► i.�r •„ 07, i it ,, ov, • i � I� •�► n„ �► • i.•- i �,i •' +►` �-,•. •w�vi. aiar►.iai►.i..�,i. i.r►.•.+• ,.••..�,� �.• •... • .. .. .. . , i...r• • r • i +� rM • • • • r • • r r r r • r • r i �ri••i•ri �r ri•i • r •r► •i r I � i �� � � �f �S•S•i �i•i•i•I�•i iiii.ii ��L'Yid!,!►,.,�►„!►;,1;•iii►�iiiii,.,iii,,,s„•,►�„��•.,,••� •���I,:i,' . • � •,.. �i... t"'. ,►� •.,i,•..•.�ti �.r.a,� �fii,�,•.�•-,i.r•,•,•- •y.�.•.�.•.– • - • – • – i.– • – • � • � �r �.• • i.rf ' •r • _0 -,Wo TIM , • . +P "s i • • • ! r • • r ♦ r/ r r • .ii1•,,lil„i,. ,, i �i ,.6wo;,•�;••i�r►•iir1..!",. �irli�.ri,,1.�,.,I,�►iii� �i�►,.•Ii i.•- • '- • �,1-�,i._.. i...-t1.`,i«..ai.`..ir. i.�,i. i...ei..•4..••�.i.�.•.�,•'— • :. • .. i • i i.—.�►.r.0 • •.�.� ►w►=r�r_rw''*'*!`i0iiii �d�i n ...s �► i .�i +V ,� i, y i4 �, �► y, r I•P41 i r i r i ., I i •"► r i 1 � O O' •O � �i.•if •�i !� �•i • �_ i 0 i. dp � 0 � 0 \\ N © 0 I i 0 ` rO 0 . 8 0 WHEEL 0 r; 1 O 0 0 � O � 0 woo o J L o o .. Itis r �� � ... � ` r1 ♦ rt - r� ci cs Gi --r r� nit � In r _�' —_� ..Oil►r...i�a'�C.C►C�...�Ot..0�3CiCOVOC.p � -- COAG L� • 'w i i '� • • i T T _ • r w 'iC1 TY 10 RENTO � - I _ r ` r • • . • • • LEGEND --- — — --- PRI PERTY/80Ulavi f LMIE .. LUTS OF DWURBANCE O1 STABNJZED CONSTRUCTION ENTRANCE e SILTATION FENCE ® CATCH BASIN INLET PROTECTION o. C-71 CONSTRUCTION ENTRANCE O2 CATCHBASIN INLET PROTECTION PER ri***� 15 REMOVE EXISTING CEMENT CONCRETE PAVEMENT - X- X- X- X- X- X- REMOVE EXISTING Cly - - - - - - - - PAMEMENT CUT 16 REMOVE DUSTING UTU Y M CAP / PLUG SHEET NOTES: L T } 0 O1 STABNJZED CONSTRUCTION ENTRANCE e 14 PRESERVE AND PROTECT DUSTING PER DETAIL. o. C-71 FRANCHISE UTILITIES. O2 CATCHBASIN INLET PROTECTION PER ri***� 15 PRESERVE AND PROTECT EXISTING LIGFIT DETAIL. m J POLE M10 BASE. (DREMOVE EXISTING SPEAKER. 16 REMOVE EXISTING LIGHT POLE AND M M BASE, REFER TO ELECTRICAL PLANS OPROPOSED BUILDING FOOTPRINT SF101MN O FOR SITE LJGHTING. FOR REFERENCE ONLY. —4 D O5 REMOVE DUSTING GREASE INTERCEPTOR. 17 REMOVE EXISTING SIGN. O6 PRESERVE AND PROTECT EXISTING 18 REMOVE EXISTING BOLLARD. CURB.19 REIIONE F�tlS1MiG TRASH ENCLOSURE. (D PRESERVE AND PROTECT EXISTING O RELOCATE EXISTING GIBS METER. SIOEMIALK. COORDINATE WITH PSE. O8 REMOVE ALL EXISTING PAVEMENT WITHIN 21 REMOVE GUARD RAIL LIMITS OF DISTURBANCE. 22 CAP /PLUG. CDPRESERVE AND PROTECT EXISTING CATCH BASIN. 23 REMOVE EXISTING WHEEL STOP. 10 PRESERVE AND PROTECT EXISTING 24 SILT FENCE WILL BE PROVIDED ON ALL STORb UNE. DONMI SLOPES PER DETAIL. 11 PRESERVE AND PROTECT IXISTING FIRE O CONTRACTOR STOCKPILE / UYOOWN HYDRANT. AREA. ADJUST LOCATION AS NECESSARY 12 PRESERVE AND PROTECT EXISTING TO ACCOMMODATE FINAL PAVING. SANITARY SEINER MANHOLE. 26 RELOCATE OR RECREATE CONTROL RISER WITH ORIFICE(S). SEE GRADING 13 PRESERVE MIO PROTECT EXISTING AND DRANWE PLAN. POWER CABINET. DEMOLITION NOTES: 1. UIMTS OF DISTlJRBANCE ARE SHOWN ON THE PLAN FOR REFERENCE PURPOSES. WORK ShIALL NOT BE CONDUCTED OUTSIDE PROPERTY UNE UNLESS OTHERWISE NOTED. 2. OBTAIN DEMOLITION PERMITS FROM PUGEf SOUND CLEAN NR AGENCY. 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT UNIFORM EDGE. 4. STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING WORK IS TO OCCUR. S. REMOVE ALL STRUCTURES, PAVEMENTS, UTILITIES, AND VEGETATION WITHIN THE LIMITS OF DISTURBANCE UNLESS OTHERWISE NOTED. 6. SEE PAGE C2.02 FOR CITY OF RENTON EROSION CONTROL NOTES. 7. (MOOD STRAND MULCH SFIALL BE PLACED TO 2' IN DEPTH AND SHALL BE PLACED MNTFMN THIRTY (30) DAYS OF COMPLETION OF GRADING WORK. WOOD STRAND MULCH SHALL BE PER IMSDOT 9-14.4(4). 8. DUST CONTROL MEASURES SHALL BE USED PER SECTION D.3.8 Of THE 2009 KING COUNTY SURFACE WATER DESIGN WWUIIL (KCSWOM). 9. CITY OF RENTON EROSION CONTROL WET SEASON REQUIREMENTS ARE APPLICABLE FROM OCTOBER IST TO APRIL 30TH. i 22 I _- MATCHL- E - SES LEFT r , I r N� it i' 10 5 0 10 SCALE: 1 "= 10 F TACO TIME RENTON HIGHLANDS 8., SuR6rtcts N U14805695 tea Dept. DEMOLITION AND u TESL PLAN RIB 14 0 0 08.25.2015 -j • L T } 0 iz Sm Z r• G 1 z z �= o o. C-71 C M K m J o� z M M O —4 D 1 T 0 0 ~� Z a Z 1 �a m cP m o .P y o N � O o. C-71 W r m � f I� O D T 0 0 ,yam LlwPOVA k- &ALL BE f`A.V.F G T4.3?!E l=Csalf E:. �:+w �•c,�+fu;�1lK'�t� 'F�J 11�#�# I �F'k,t� Lit its.£; fr . fFc#tIFC'sC, 3 F 1'C3kCYAr�t� NEC, Q -yam w EDY3FAWn wfi:qC3wF+fEow,rF�F,: RUNOFF 3 �w Uj r' r CW,,�°: Z Y?iC:��uy 1f R,Y'l�.i:. Ld < cart ;m. _K -:;E TRNC HA L C-. 5T?�1�1[. -D WHERE -V _ -fit ` R_A.FF C ��r'�? 1 � .1 • .j:.. � <�;'I Ft : I l__ .. �r .� . E#�T1,€ �JTF' A� t1�i1�E�Ik11 PA. T3 ROATIS :f 4, PAVED. ARElksW IT. HIN' 1.;00 WfiT OP THE;SIT'�.; C 0 ... VivflSME-5TR6b7![`U M t STUD9• 51 NQPSI f�''L.S£.'"�/NdA,TbQ.3{_tJis�t6C'yH�$W!".G9'fy{�Y(��. a..�!Li'1?�+r0.+nx. ...471iyFJpE�.�.}ytfA7 fFY+ ief:3:•"l� :. may.... '.3J4 .... F1CW`A 'ttY•i> ,J Af ,T : .. ` yy5�6:... y,� �+. y. gyp. y+t �+ pay < ! ."" 21 .:. •. :% - �.. : .. FAP` 1N'""� TAUCIE MARCH. 2008 �1 T A r% 1 1 1 =7 r• r% 0% 401 \ 140% T 11 1 I /ft Ir I lk I r-\ Imom 90% A IL I w 0� - Irl AtTA4-c�;7AAj4 'rn• fi :rte # IF F 4a Fs#ktk3.. Ole TO-WW';%RE E .0fNia1 USE£s �i,;� (r5;4Gty1 �+&T°i i �fi :1i(ifil�'4+'�: ISL'". 14 �!`Zs ?. C Ptr1�R1 �FJi✓t pie? �r.;�a ' ;' > >��.c .r ;5..3�;t�lk.' •S I=;�t'#JFTft 't•��ftICS:. '�i+?, 'k F�:Afll!'� 7i'd:ITf' •15:!"{OIfi, c i 2- DOWN-.AW'RW.ALLATl0*Aft0MCAMNS G t? . I,..,£•y >fEt .t # ,5? rD?�i 1 �•fT ' s. 5. .. . i k'a'4'1SAFbji ` ,cAW .... F1CW`A 'ttY•i> ,J Af ,T : .. ` 2.1, HOG FUEL, �-WOOV SA D MIJLQ 1',MA ` 8E: U8STTTT'UTE:lV FOR OR:C MBINE TH QUAR. Y AL.L:: f� W S ��WI .L SOTAT BE U 0 3r3MMJlGE Mll:`• 3 F F T';R A M EI;:I NM wt,14 80"ENT"RAWC' I S ANLIZA►"01 * �t AN AREAS.,T'RE.*4S 'V_'�R MAY O =< C 0 AT ANY �.,. ... A _ AMIE E T1u< 1 . TIME L E1:fY 111A€ E IF T1E'E1 FUEL IT :. .I±� : €�� I2 .,.. �ET�I TI�N°L . R�+1:8Iv ..�A �Ep >a ONTO PAVEMENT OR II" T E H. I I..: Fail=L I FI9++ ARPJE ONTO P'AVEi�3ENT .: ` °�� z FIEND0 HAL.1 .l:N TA. � I L�L,.EI� AS h1E�E.��,R1�� I���T�a;�T T:�AA��r� T:THONSTAMMi NENITIrl�. z ru .. i�l"�PLwI ISI* N I�i.E _ E Ak I 111,1 T U t I"i 'l► TI=ID WHORA1f .:T AN SU TA d m m _ .. _ _ _ _ INIABra TM1u. FF'1Ir31 EBFAL AI+13 EiJIwE 1:1i: NEW �r�J�'E�. W _ jy ryKF ' SEL -CW IWET GR TE. (WOCE > d.. S v R IN XO1+3 , ., WITH E TIONS., ...................... f. 12. . If 7HIT �re NOT 1PAEM- tT< �N !� Elil11WASURES.T� ...:... .0 KEEP 1" T T' ., : RE SEE 1T � S��l�A 3..# E Thi � 'h WAt5R -.. a :B . � L3� I . T � SW , 112I � N !ri . T ., _ I � A � rIV 1� y.�..•�y��r�6y 9. �Q � THE i 5 ORLA If C' . T kl. #t ML :. �.�.. ��: rl~.R:�i�N�. l� .��I�,1�` .�. �.:E�h6� .AIS Af�lws� ��'�'�1I3'rf`i�f R:: D A SHr OWAT 4 'J• 3.13. AhE1l: :# EI fi THAT I KE I r ENT :�I� I ra r= rr 1 l . �a� THE S TENT LEOTEU BY N b O 4E S.F:tE, vw:w ..:. :.. AL..L.: .. EMOvf" K T.Agt uIZE�,� ON Si lty TI,I. I . T': t Ir t�1 T „ . 1 S _ 5 -.: A- M- REE , E EN T WAN Wi=E.PI i I rl lE lw �Iv`E IAB C:I I~I E 1S A T FEAT' TCS P0,8- IC AFFTY... IT NECESSARY �O WA H, `€HE STREETS, A ►; Rdl =x � � T�1�7 THE �• . � � ; � .� . SUMP � , �< �� F _ Iw�l ��T �L.I�TI��� 1a1� � ASHEMINT T14E sI,imW VOW. .RE CT cAN gF 0t)tJi"RUi::LED AND 0 h 3A. At � TNT . . ,AFdE L ��''X�:C"�`yy��_`'_'+ �y.C� pp AN - : 1 C'Wi.�tY:i �r i jx� jry� . Y QU SP L � I�YY'I.W . . . ,AFd E�l� P. 1� l"t�I . .... _ � � � 3=1� DRFY 3HAL•L ... '1.�'A1�1rif. �"iE F�Iw��f�U U1Ml�iEI7�ATEL�f. 3. IT, NG: 1"1� 't , _ T�A1V 1°H 1` i� _ � I1� ITS x+l T'1 T1�AE N S � SMALL I TA AI..I..EI� T E3 �3NT� F . I. ��. 'I:'1?tA �' Q _ < ! ."" 21 .:. •. :% - �.. : .. FAP` 1N'""� TAUCIE MARCH. 2008 �1 T A r% 1 1 1 =7 r• r% 0% 401 \ 140% T 11 1 I /ft Ir I lk I r-\ Imom 90% A IL I w 0� - Irl AtTA4-c�;7AAj4 'rn• fi :rte # IF F 4a Fs#ktk3.. Ole TO-WW';%RE E .0fNia1 USE£s �i,;� (r5;4Gty1 �+&T°i i �fi :1i(ifil�'4+'�: ISL'". 14 �!`Zs ?. C Ptr1�R1 �FJi✓t pie? �r.;�a ' ;' > >��.c .r ;5..3�;t�lk.' •S I=;�t'#JFTft 't•��ftICS:. '�i+?, 'k F�:Afll!'� 7i'd:ITf' •15:!"{OIfi, c i :' �. �,:3 - " • G t? . I,..,£•y >fEt .t # ,5? rD?�i 1 �•fT ' s. 5. .. . i k'a'4'1SAFbji ` ,cAW .... F1CW`A 'ttY•i> ,J Af ,T : .. ` tAUX . Yi 0 . ~�.r.. STRENGTHfSRl�; OF THE ��GE SF3fb`�Iv: BA ' I ... F?#1t':Ma�, RE. laEiiAta 2 1 +f�f . E IVY* Rlv T 1 F1 t `III Ai l�#= . 1:C I~ I i F i ► .I N Ei�` I Tk 4hi X11: E +' C' '. 2.4...� ' I 1Atd ?J' R 4 f! ' �I,F�`.� .i� ��i�.. ��: �T..lis �� . �1 fi�A 1�� T �LA1<31,i ..IHS A. t L�l�a• A�'Ti'-f� #;3�3T'I'�v1:1• IHJ�p�lx:� t;,k� I�'i�` �51:�.T Ff�'P+KG� E~3L# A t f 1 (:. � ii.3 .. i+I�C.H yi'��T �E� M�. lw#�.JE A�.€.L}si�` W�T�I~� ~ ��,.��'. 'fi4lI'l�I�rl� t "%NY �k self 'GE ' 1�'1L1. iJ� REPAIR MEQ! _NTTE€'s': IRD.F I r -l. ARE: I Lam: IY Iw �� �J . Pi'+(�.. � T1• � .. � � � �Y�€3 � � �� TFC 3� T N� T� �•pL{ ,� PE�Ep R . T `l.. s . L1 Vit# C't�4 _ T E # I 1; 1> FF pjbR S 1 H� 1 I_ #i I..SI F Ir F 1 T.. F 1= A E3 _ tNl:i . III A, Rk" T ANS l- .k tAUSANG C1✓i# WELI r'i""i OW: FLO PARALLEL. TO THE FEWCE. W FRISS 0=. UPS, JDR:: 1�jDVED f' . FI*t!'tiP. E~11IwtT. IF 1 TER f: I €GEOTEM- LE) HA&DET'EI T ' 1� T ET '�<<>1 € l i ' � Aal). CITY OF RENTON EROSION CONTROL NOTES: 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, x; SURFACE WATER UTILITY WASTEWATER UTILITY, WATER UTILITY, AND TR44SWATM PLANS: .. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS A f ' PRE CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, `�.PUBLIC WORKS DESIGN ENGINEER. ti _.: j� TM v7w'a,. qtr Iwr. mwe" 4mrVFW"I 1(- 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE S1/ SHALL BE CLEARLY FLAGGED ' BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND ,'1:. ( OBSERVED DURING CONSTRUCTION. DURING THE, CONSTRUCTION PERM NO AT TOE Whiff! �. FIt DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE _ CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGIN IW OF CONSTRUCTION AND MAINTAINED FOR THE MOTION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPI CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. �. �arMlrllrl� � cowwa MAY ft UMD ON: DWWWWAREM-TH&T P&MMM COVM:k*Aa~ F"L LANK '1`1�i1�I 30#AYII . • �= CV? 5. ALL REWIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE 11 R; . I #14A�Y t f.,#L I .'-� 0 �►S'TO � I' � IeFi� Aii1� >I m` + + x r CONSTRUCTED AND IN OPERATION PRIONS TO LAND CLEARING ANO/OR 'L.4, 'rlilltlMll 'I"# irrsi # r I L EIS �'7fl i'#' 1 1r1r [ JL ►Ar l `:11I1J 1 . � p:ilwrcL" �5I Atm' rl~ CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND A. I�� ��1,�1� 1A �i�r w lel SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION . T A WURELY A c r I 1 i Imo' A T01FRPOWR UNTIL SUCH TIME THAT CLEARING AID/OR CONSTRUCTION IS COMPLETE AND Z. POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, Lx T=J i.'IIIi T$ Ilk ! �Ste, N; FPA #1 13. 3Z I » O 1L � ATE . IT MM, C4MPLW*:V- r�O �� MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL 8E THE RESPONSOLITY OF THE PERMITEE. 6. THE EROSION AND SEDT ENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO INET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR ` SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL. FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DUB THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERIIIITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIMTIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. WS 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION DIIMENTATIONI CONTROL ONLY. IT Im,%(j N MARCH 2008 DOES NOT CONSTITUTE AN APPROVAL OF STORM DRNNAGE DESIGN, SIZE NOR l - LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. PLASTIC COVERING SCALE: NTS 4 SAN 1 ' v� 43432 Kiii1A1 wmft bdowsUPERMIT U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'� AGI STE4�y, �++ IIrNN yw 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 I ONA L �'� NO. Aug 25 2015 4:1.2 PM CSj AUL � PON E:1$tt�tti I 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1 ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THIN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. }I9Jti+M1NAGE i AO.TF - - s F C. t e.EY"#"t`s�RFc Lf�+ONI�NR''CMIIIr 1MIt x a Yh : _ - ;: , :. �. Tt�r. #�'s^ata� s+l+i1�9 � ai Cst;iLLlikn f'E -• SO- A,. #'Marr mair"rnal * in $ter or4w VAIth swidwo spogwm�fi 1 3 f l5.)_ S"M PLO :216-30 ;1c woi 0ATCH: mmumtri FILTS [ 1�:r ♦% 1 T /% 1 1 r% A 0% 1\ 1 1\ 1 1 r T !1 r% ♦\ T r /% T I /ft, \ I SCALE: NTS L CITY OF RE TON WET SEASON REQUIREMENTS: ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CON MINCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNNIORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS (PLASTIC, MATTING, ETC.) SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. SEEDING SHOULD BE COMPLETED BY SEPTEMBER 23. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURIWE MUST BE STOCKPILED ON SITE. 7. PROPERLY INSTALLED SILT FENCING IS MANDATORY ALONG THE DOWNSLOPE OF ALL DISTURBED AREAS OF THE SITE. PERIMETER PROTECTION FILTERS RUNOFF AND REDUCES THE AMOUNT OF SEDIMENT THAT MAY LEAVE THE SITE. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 10. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 11. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 12. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT -LADEN MITER WELL AWAY FROM THE SURFACE MATER SO THAT VEGETATION CAN BE MORE EFFECTIVELY UTILIZED FOR TREATMENT. A STRAIN BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE REQUIRED. 13. THE FREQUENCY OF MNNTENANCE REVIEW INCREASES FROM WEEKLY TO DAILY WHERE ARRANTED. SCALE: NTS SUNVeM womr- DE„111mv. AS NOTED CITY OF TACO TIME RENTON N TO V 08.25.2015 ACC ST m _ �: ACC RENTON ONEOWLI. 14 0034� "aDATUM CHECWJJG ,F NIX M Planning/Building/Public Works Dept. DEMOLITION AND TESC C2.02 REVISION BY DATE APPR SMIX occo mmy PLAN NOTES AND DETAILS 311111111T. 3 or -1 6 fir,►R I B 1 401056CJ4 D n n O I� �� M n a r-1 - m n 0 z cn D T �Z m Z CC �O - m - rn. Ulcn I" Z z m O D -1 m D Z n �O Z Yi 0 3r3MMJlGE Mll:`• 3 :-- 'f s7fi+E =< C 0 En ru d m m vf.-f.D M J .3 f�' Ytr't:+1Y'l�f: O0 D jy ryKF ' SEL -CW IWET GR TE. (WOCE > d.. S v ...................... f. WAt5R -.. 4 'J• N b O 4E S.F:tE, vw:w }I9Jti+M1NAGE i AO.TF - - s F C. t e.EY"#"t`s�RFc Lf�+ONI�NR''CMIIIr 1MIt x a Yh : _ - ;: , :. �. Tt�r. #�'s^ata� s+l+i1�9 � ai Cst;iLLlikn f'E -• SO- A,. #'Marr mair"rnal * in $ter or4w VAIth swidwo spogwm�fi 1 3 f l5.)_ S"M PLO :216-30 ;1c woi 0ATCH: mmumtri FILTS [ 1�:r ♦% 1 T /% 1 1 r% A 0% 1\ 1 1\ 1 1 r T !1 r% ♦\ T r /% T I /ft, \ I SCALE: NTS L CITY OF RE TON WET SEASON REQUIREMENTS: ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CON MINCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNNIORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS (PLASTIC, MATTING, ETC.) SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. SEEDING SHOULD BE COMPLETED BY SEPTEMBER 23. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURIWE MUST BE STOCKPILED ON SITE. 7. PROPERLY INSTALLED SILT FENCING IS MANDATORY ALONG THE DOWNSLOPE OF ALL DISTURBED AREAS OF THE SITE. PERIMETER PROTECTION FILTERS RUNOFF AND REDUCES THE AMOUNT OF SEDIMENT THAT MAY LEAVE THE SITE. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 10. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 11. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 12. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT -LADEN MITER WELL AWAY FROM THE SURFACE MATER SO THAT VEGETATION CAN BE MORE EFFECTIVELY UTILIZED FOR TREATMENT. A STRAIN BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE REQUIRED. 13. THE FREQUENCY OF MNNTENANCE REVIEW INCREASES FROM WEEKLY TO DAILY WHERE ARRANTED. SCALE: NTS SUNVeM womr- DE„111mv. AS NOTED CITY OF TACO TIME RENTON N TO V 08.25.2015 ACC ST m _ �: ACC RENTON ONEOWLI. 14 0034� "aDATUM CHECWJJG ,F NIX M Planning/Building/Public Works Dept. DEMOLITION AND TESC C2.02 REVISION BY DATE APPR SMIX occo mmy PLAN NOTES AND DETAILS 311111111T. 3 or -1 6 fir,►R I B 1 401056CJ4 D n n O I� �� M n a r-1 - m n 0 z cn D T �Z m Z CC �O - m - rn. Ulcn I" Z z m O D i D n n �O i Z o 0 CU �E 0 En i D n v CU �E En ... -0 a R > 33 I& C: UQ CD T o Ul N O z z m 0 > t cn 0 U) $1 V N UQ CD O cn 0 U) $1 V N 18'x12* SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES 12"06" PLAQUE TYPICAL AT ALL Y& ACCESSIBLE PARKING SPACES ACCESSIBLE PARKING SIGN GALVANIZED SQUARE TIRE PER SIGN MOUNTING z ANO BASE DETAIL v = REFER TO SIGN MOUNTING AND BASE DETAIL z NOTES: . PLANS FOR ACCESSIBLE PARKING W � 1LOCATIONS. SITE 5. F� fWl J 2. LOCATE SIGN AT END OF STALL AT CENTER LINE a = 2.5' BEYOND FACE OF CURB � .'•�I�' .• �r 3. THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 60". Z SING L ST 0 ADA PARKING STALL SIGN �!�—�!�—art—iii`—��—Li`—.1� �•' �• i• i =• .i "0 i i► i :�7'i.iii.�rti:��'�..�1•...�.��'. i F.i iAAAMMIL VALLEY GUTTER CONTRACTION JOINT PER DETAIL �� CEMENT CONCRETE 3.0 WALK PER DETAIL INTEGRAL CURB SCALE: NTS ♦r% IA^r*►lT PfA11C1kal"\IT SITE AND SURFACING NOTES: 1. CONTRACTOR TO REPAIR /REPLACE ALL D(ISTNJG FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE—CONSTRUCTION CONDITION. 2. SOIL OR FILL MUST BE COMPACTED BENEATH PAVEMENTS TO 9576 RELATIVE COMPACTION FOR THE UPPER 12 INCHES OF SUBGRADE AND 90% BELOW THAT LEVEL. SOIL OR FILL MUST BE COMPACTED BENEATH FOOTINGS, SUBS, OR WALKWAYS TO 95% RELATIVE COMPACTION. 3. ANY PAVEMENT CUT/DAMAGE ON NE 4TH STREET WILL REQUIRE FULL PANEL RESTORATION PER CITY OF RENTON TRENCH RESTORATION REQUIREMENTS. '�' "' G- a r 4 6 c 0R II h� j II.iMfi AC(LAS'S* OF eTUR OF PXVEEMENT 'E N Tlµ R I::Wlµ• :OR NE- LIME. TRENCH PAVEMENT RESTORATION DETAIL DRAINAGE SLOT PER MANUFACTURER'S DETAILS PRECAST CONCRETE WHEEL STOP � I DIAMETER PER � I MANUFACTURER'S i� DETAILS 6.5- 6 �041 5.5"y - a a ..'WC4DRAINAGE SLOT A V a #4 REINFORCING BAR ..'d " MIN UFACTL ERS: (MIN.) IMBEDDED 18" GREEN CAST CONCRETE DUCTS, LLC. INTO SUBGRADE OLD CASTLE PRECAST, INC. 3" 6.5" 10 HOLROYD COMPANY, INC. I ITT PUGET SOUND PRECAST WHEELSTOP 5 SCALE: NTS 'j V" X40 4:Z �v1, A c' b43432. �w UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'s AGI STEg�� 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO. Aug 25 2015 4:1.2 PM COST SCALE: NTS TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE REINFORCING PER MANUFACTURER'S DETAILS = _ � e i " I II SCALE: NTS REVISION TYPE 1 (HOT MIX ASP44ALL.T) TYPE 2 (HOT MIX ASPHALT) TYPE 3 (HOT MIX ASPHALT) TYPE 6 EXTRUDED CURB 8" In 6n 1n • -- ---------------------------------- - : •r fib. N �. m---------- -------- - # 3 BAR --. ................... ...... TYPE 4 (CANT CONCRETE) $!' 1n 6n An 1 7" v �! n - R. - -------------- .t : C4; N I: • 3 BAR TYPE 5 (Cl T CONCOM) 2 1/2" 10" 5" TYPE t (CGMENT cam) RESERVED • • 60 r • + PARKING R7-8 " m z z a� arm LJ tOBiD am SOAK am RK ow WWW waw® z CIIm VAN R7 -8P CCESSIBLE • cl�l umm awon e 41 �� �- �� �• • 0• �� 0 rod i• i• i• i• i• i i i i I^ .,i � �.. L L L L -. ' ... ACCESSIBLE PARKING SIGN GALVANIZED SQUARE TIRE PER SIGN MOUNTING z ANO BASE DETAIL v = REFER TO SIGN MOUNTING AND BASE DETAIL z NOTES: . PLANS FOR ACCESSIBLE PARKING W � 1LOCATIONS. SITE 5. F� fWl J 2. LOCATE SIGN AT END OF STALL AT CENTER LINE a = 2.5' BEYOND FACE OF CURB � .'•�I�' .• �r 3. THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 60". Z SING L ST 0 ADA PARKING STALL SIGN �!�—�!�—art—iii`—��—Li`—.1� �•' �• i• i =• .i "0 i i► i :�7'i.iii.�rti:��'�..�1•...�.��'. i F.i iAAAMMIL VALLEY GUTTER CONTRACTION JOINT PER DETAIL �� CEMENT CONCRETE 3.0 WALK PER DETAIL INTEGRAL CURB SCALE: NTS ♦r% IA^r*►lT PfA11C1kal"\IT SITE AND SURFACING NOTES: 1. CONTRACTOR TO REPAIR /REPLACE ALL D(ISTNJG FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE—CONSTRUCTION CONDITION. 2. SOIL OR FILL MUST BE COMPACTED BENEATH PAVEMENTS TO 9576 RELATIVE COMPACTION FOR THE UPPER 12 INCHES OF SUBGRADE AND 90% BELOW THAT LEVEL. SOIL OR FILL MUST BE COMPACTED BENEATH FOOTINGS, SUBS, OR WALKWAYS TO 95% RELATIVE COMPACTION. 3. ANY PAVEMENT CUT/DAMAGE ON NE 4TH STREET WILL REQUIRE FULL PANEL RESTORATION PER CITY OF RENTON TRENCH RESTORATION REQUIREMENTS. '�' "' G- a r 4 6 c 0R II h� j II.iMfi AC(LAS'S* OF eTUR OF PXVEEMENT 'E N Tlµ R I::Wlµ• :OR NE- LIME. TRENCH PAVEMENT RESTORATION DETAIL DRAINAGE SLOT PER MANUFACTURER'S DETAILS PRECAST CONCRETE WHEEL STOP � I DIAMETER PER � I MANUFACTURER'S i� DETAILS 6.5- 6 �041 5.5"y - a a ..'WC4DRAINAGE SLOT A V a #4 REINFORCING BAR ..'d " MIN UFACTL ERS: (MIN.) IMBEDDED 18" GREEN CAST CONCRETE DUCTS, LLC. INTO SUBGRADE OLD CASTLE PRECAST, INC. 3" 6.5" 10 HOLROYD COMPANY, INC. I ITT PUGET SOUND PRECAST WHEELSTOP 5 SCALE: NTS 'j V" X40 4:Z �v1, A c' b43432. �w UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'s AGI STEg�� 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO. Aug 25 2015 4:1.2 PM COST SCALE: NTS TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE REINFORCING PER MANUFACTURER'S DETAILS = _ � e i " I II SCALE: NTS REVISION TYPE 1 (HOT MIX ASP44ALL.T) TYPE 2 (HOT MIX ASPHALT) TYPE 3 (HOT MIX ASPHALT) TYPE 6 EXTRUDED CURB 8" In 6n 1n • -- ---------------------------------- - : •r fib. N �. m---------- -------- - # 3 BAR --. ................... ...... TYPE 4 (CANT CONCRETE) $!' 1n 6n An 1 7" v �! n - R. - -------------- .t : C4; N I: • 3 BAR TYPE 5 (Cl T CONCOM) 2 1/2" 10" 5" TYPE t (CGMENT cam) 1/4• WIDE SAWED coNsrRucnoN ,air D/4 o a `d CONTRACTION JOINT CEMENT CONCRETE PAVEMENT 13/8" TO 1/2" R CEMENT CONCRETE _ PAVEMENT _ CRUSHED SURFACING = TOP COURSE SUBGRADE 3/8" PREMOLDED JOINT FILLER THROUGH FULL DEPTH OF CONCRETE PAVEMENT = EXPANSION JOINT CEMENT CONCRETE WALK ♦ ..i r9 F--; , 12" 12,. 8E - -- - -- - - •_ EN JOINTS (TMP) -- - - -- - - - -- -- .►I I 12" n -- - 1" MIN. (TYP.) CEMENT CONCRETE EXTRUDED CURB ---� � # 3 BARS (TYP.) SPACING OF ANCHOR BARS (FOR TYPES 4, 5, AND 6) NOTE JOINTS MAY BE FORMED DURING INSTALLATION USING A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES TO MINIMUM STRENGTH. NOTES� 1. EXTRUDED CURB SHALL BE PER WSDOT STD. SPEC. 8-04. 2. PAVEMENT SECTION SHALL EXTEND 6" BEYOND BACK OF CURB. 3. WHERE EXTRUDED CURB ABUTS LANDSCAPE AREAS: a. PROVIDE 1 " DIAMETER PVC DRAINS AT MID POINT N"o y BETWEEN JOINTS, 10 ON CENTER. INVERT OF DRAIN �, �FAsx/t, _ 6 SHALL BE 1 ABOVE TOP OF PAVEMENT. b. FILED GRADE AT E CURB INTERFACE SHALL BE 1 BELOW TOP OF CURB. a \ C C VJ /11 31805 �O 4 EXPIRES AUGUST 26, 200 i wx cum "AIi� PLM F-10.42-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. SnW0 01-23-07 STATE DE8tON ENSI14EER DATE Wedunvlon Skft Dgwrknew of TmupoNgfion SCALE: NTS 4" REBAR 0 24" O.C. 1/2" PREMOLDED JOINT FILLER BOTH DIRECTIONS 2" CLR. R 1/2 THROUGH FULL DEPTH OF 4-1 CONCRETE PAVEMENT d CEMENT CONCRETE (FIXED STRUCTURE) PAVEMENToll a ° CRUSHED SURFACING ISOLATION JOINT /X jX j� BIOSE COURSE INSUBGRADE 1/4' WIDE SAWED CONSTRUCTION JOINT Q D 4 . � a A- (QRST PLACEMENT) (SECOND PXEMErrr) CONSTRUCTION JOINT N � 1 /8" TO 1/4* NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 3/8" TO 1/2m R 2. CONTRACTION JOINTS SHALL BE SPACED AT 4'-0" AND EXPANSION JOINTS SHALL BE ° SPACED AT 12'-0" FOR SIDEWALKS. 3. MAXUM CROSS SLOPE OF SIDEWALK SHALL. BE 2.00%. REFER TO GRADING PLAN CONTRACTION JOINT FOR DETAILED GRADING. 3/8" PREMOLDED JOINT FILLER THROUGH FULL DEPTH OF N 3/8" TO 1/2w R CONCRETE PAVEMENT (FIXED STRUCTURE) ISOLATION JOINT SCALE: NTS NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 2. ALL SAWED JOINTS SHALL BE SEALED N SCALE: NTS �r.FUFNr rnar.RFrF �1 CONTRACTION JOINT PER DETAIL - ADJACENT PAVEMENT PER PLANS ZERO HEIGHT CURB 10 SCALE: NTS 11 AS NOTED """'�"' CITY OF TACO TIME RENTON HIGHLANDS k08.25.2015 RENTON Ste"` u t400su5 �� DATUM planning/Building/Public Works Dept. SITE AND SURFACING If ow ,3.02 .c rM PLAN DETAILS �j T _jz . ` • • 60 r • + n O " m z z a� CD v C�1 z z CIIm c to r dP • cn c.7 41 �� �- �� �• • 0• �� 0 rod i• i• i• i• i• i i i i I^ .,i � �.. L L L L -. ' ... Im zr11 , . s • m .. .. • s • • • • • r r r a m • s r .. - D 1/4• WIDE SAWED coNsrRucnoN ,air D/4 o a `d CONTRACTION JOINT CEMENT CONCRETE PAVEMENT 13/8" TO 1/2" R CEMENT CONCRETE _ PAVEMENT _ CRUSHED SURFACING = TOP COURSE SUBGRADE 3/8" PREMOLDED JOINT FILLER THROUGH FULL DEPTH OF CONCRETE PAVEMENT = EXPANSION JOINT CEMENT CONCRETE WALK ♦ ..i r9 F--; , 12" 12,. 8E - -- - -- - - •_ EN JOINTS (TMP) -- - - -- - - - -- -- .►I I 12" n -- - 1" MIN. (TYP.) CEMENT CONCRETE EXTRUDED CURB ---� � # 3 BARS (TYP.) SPACING OF ANCHOR BARS (FOR TYPES 4, 5, AND 6) NOTE JOINTS MAY BE FORMED DURING INSTALLATION USING A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES TO MINIMUM STRENGTH. NOTES� 1. EXTRUDED CURB SHALL BE PER WSDOT STD. SPEC. 8-04. 2. PAVEMENT SECTION SHALL EXTEND 6" BEYOND BACK OF CURB. 3. WHERE EXTRUDED CURB ABUTS LANDSCAPE AREAS: a. PROVIDE 1 " DIAMETER PVC DRAINS AT MID POINT N"o y BETWEEN JOINTS, 10 ON CENTER. INVERT OF DRAIN �, �FAsx/t, _ 6 SHALL BE 1 ABOVE TOP OF PAVEMENT. b. FILED GRADE AT E CURB INTERFACE SHALL BE 1 BELOW TOP OF CURB. a \ C C VJ /11 31805 �O 4 EXPIRES AUGUST 26, 200 i wx cum "AIi� PLM F-10.42-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. SnW0 01-23-07 STATE DE8tON ENSI14EER DATE Wedunvlon Skft Dgwrknew of TmupoNgfion SCALE: NTS 4" REBAR 0 24" O.C. 1/2" PREMOLDED JOINT FILLER BOTH DIRECTIONS 2" CLR. R 1/2 THROUGH FULL DEPTH OF 4-1 CONCRETE PAVEMENT d CEMENT CONCRETE (FIXED STRUCTURE) PAVEMENToll a ° CRUSHED SURFACING ISOLATION JOINT /X jX j� BIOSE COURSE INSUBGRADE 1/4' WIDE SAWED CONSTRUCTION JOINT Q D 4 . � a A- (QRST PLACEMENT) (SECOND PXEMErrr) CONSTRUCTION JOINT N � 1 /8" TO 1/4* NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 3/8" TO 1/2m R 2. CONTRACTION JOINTS SHALL BE SPACED AT 4'-0" AND EXPANSION JOINTS SHALL BE ° SPACED AT 12'-0" FOR SIDEWALKS. 3. MAXUM CROSS SLOPE OF SIDEWALK SHALL. BE 2.00%. REFER TO GRADING PLAN CONTRACTION JOINT FOR DETAILED GRADING. 3/8" PREMOLDED JOINT FILLER THROUGH FULL DEPTH OF N 3/8" TO 1/2w R CONCRETE PAVEMENT (FIXED STRUCTURE) ISOLATION JOINT SCALE: NTS NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 2. ALL SAWED JOINTS SHALL BE SEALED N SCALE: NTS �r.FUFNr rnar.RFrF �1 CONTRACTION JOINT PER DETAIL - ADJACENT PAVEMENT PER PLANS ZERO HEIGHT CURB 10 SCALE: NTS 11 AS NOTED """'�"' CITY OF TACO TIME RENTON HIGHLANDS k08.25.2015 RENTON Ste"` u t400su5 �� DATUM planning/Building/Public Works Dept. SITE AND SURFACING If ow ,3.02 .c rM PLAN DETAILS �j T _jz . n O " m z z a� CD v C�1 z z CIIm c to r � cn c.7 Im zr11 m m cn 0 D n O z a� CD v C�1 � 1 CIIm � 0 z 0 I— Z w < o —� ate. _ Z Z O z W Ir W I-- 0 V Q V IZZ. FACE OF CURB VARVES 12" TO 24" �-- FACE OF CURB VARIES 1 j 10" TO 22" 1" (SEE CONTRACT) MATCH ROADWAY 1" R. ,~ 1"R . MATCH ROADVYIAY SLOPE SLOPE 1/2" R. ` D p D 7 ROADV AY ROADVIIAY �� p ° p D 1 /2" R. D � , n b D D D P D D p D ` 11 112" 11 1/2" I DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER --or 1r2° R. 1" R. CEMENT CONCRETE OR ASPHALT CONCRETE ID S►LK OR PATH O D r � D D D P D P v ► D � ' 3OW PREMOLDED JOINT FILLER (W IE � NT TO CEMENT CEMENT CONCF ETE PEDESTRIAN CURB FACE OF CURBtL VARIES 12" TO 24" `— FACE OF CURB �aVARIES 1 IF1 V TO 22" 1 rr (SEE CONTRACT) i ROADWAY ° P ROAD AkY P' V t c v ° D 1> P b 1 314" 1 3f4" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB PEDESTRIN CURB AND VERTICAL CURB 30" BLACK LEGEND ON WHITE BACKGROUND R3 -5R RIGHT TURN ONLY SIGN SCALE: NTS L STOP SIGN 3 SCALE: NTS In KMw ~a bobw. Cail beim y" d1l. FACE OF CURB 6 1R" 5 1/2" 1" 1/2"R. 1�� R 7 MATCH ROADM AY /� //— SLOPE R. ROADVWIY tV p D LlP D p o D � v CEMENT CONCRETE TRAFFIC CURB AND GUTTER ---� FACE OF CURB S 112" VARIES FROM 6" TO (r, MAINTAIN 1 H : 6V SLOPE VARIESON SIDE OF CURB 1„ R f� � / MATCH ROADWAY 10R. - - - - / / SLOPE 1/2" R. ROADWAY �-- � . '2.096 D � P D U. 91 CO i DEPT E D CURB SIMTm AT CL M RAS AND DiY�Vl1AfAY 6" CEMENT CONCRETE 1 /2" R. - CURS RAMP, LANDING, % OR DRIVEWAY VARIES 1" R. ENTRANCE FROM 9" TO 0" D - - v - - D �. 3W' PREMOLDED JOINT FILLER CANT CONCRETE PEDESTRIAN CUM AT CUM RAW$, LANCMIIfii, AND DMWWWAY 1"r"RANCIsi FACE OF CURB 61/211 51/2" 1" ROADVMAY ° " p P r r D D v p D . D 8 114" CEMIENT CONCRETE TRAFFIC CURD (VERTICAL CURB) STATE LAW NOTES DETECTABLE WARNING PATTERN AREA SHALL rL�uv BE YELLOW AND IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION SECTION 8-14.3(3). THE DETECTABLE WN NTNG PATTERNS SHALL BE CONSTRUCTED WITH MANUFACTURED TRUNCATED DOMES. _ Le C PCC CURB NOTES: 1. CEMENT CONCRETE CURBS SHALL BE PER WSDOT STD. SPEC. 8-04. 2. BASE COURSE SHALL MATCH ADJACENT PAVEMENT SECTION AND EXTEND 1' BEYOND BACK OF CURB. 3. SEE JOINT DETAIL BELOW IN LIEU OF F-30.10. 3/8" PREMOLDEI JOINT FILLER NOTE 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing. FLUSH NTH GUTTER PAN AT CURB 1Q RAMP ENTRANCE - 1/2" VERTICAL LIP AT DRIVEWAY ENTRANCE FACE OF CURB 7 1/4" 1 1/2" R. ID D ° D ROADWAY D � D D 8 1/4!' MCK,jNTABLE CEMENT CONCRETE TRAFFIC CUMS A 0 D NOTE: ELEVATION SIGN SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD EDITION, YIELD SIGN R11-6 WITH A BLACK AND RED LEGEND DETECTABLE WARNING SURFACE PER WSDOT ON A FLUORESCENT YELLOW AND WHITE BACKGROUND. STANDARD PLAN! F-45.10-00 IN -STREET PEDESTRIAN CROSSING TRUNCATED DOME 4AINJSCALE. NTSG SCALE.. NTS ',�� ti`s' �► C' i y f v� 43432 < UPERMIT #U140056665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM4s GI STEg'�' 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL �'� NO. REVISION www Aug 25 2015 4:1.2 PM COSI 8n ILL. o 323SO s 'NAL '1 Z h � C Q +CMT Ct'LNClT"E C ST I l PLM F-10.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION P"Co ftkofth 111 06-16-11 STATE DESIOM BAR DATE Wwd*%gbn Std• D.parhnw# of TransporMlion SCALE: NTS GALVANIZED SQUARE TUBE SEE BREAK AWAY TIDE POST SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE L L 3 w NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECD. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. r -� 2. GALVANIZED SQUARE TUBE POST TIRES - 2"x2"x3/ 16" 14ga THE MIN. DIGHT OF THE POST TUBE SHALL INET ASTM A1011 GRADE 50. BOTTOM OF THE LOWEST POST TIRE GALVANIZED AS PER ASTM A653 GRADE 90. SIGN SHALL BE 7'-O" DESS OTHERWISE NOTED. 3. ANCHOR TUB ANCHOR TUBE - 2 -1/4"x2 -1/4"x3/16" 14ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. = STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. 0 4. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED A80VE FINISH GRADE. GROUND SURFACE 5. STOP SIGN MUST BE ON TOP WHEN MORE THAN ONE SIGN IS PLACED ON THE SAME POST. 12"0 SIGN MOUNTING AND BASE DETAIL 10 )fill EXPANSION 3.0 JOINT (TYP.) 5/16 GR. 5 MIN. MAX. A 1 5/8" 2 3/8" B 5/8" 1 1/2" C 7/16" 3/4" p 7/8" 1 7/16" ILL. o 323SO s 'NAL '1 Z h � C Q +CMT Ct'LNClT"E C ST I l PLM F-10.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION P"Co ftkofth 111 06-16-11 STATE DESIOM BAR DATE Wwd*%gbn Std• D.parhnw# of TransporMlion SCALE: NTS GALVANIZED SQUARE TUBE SEE BREAK AWAY TIDE POST SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE L L 3 w NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECD. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. r -� 2. GALVANIZED SQUARE TUBE POST TIRES - 2"x2"x3/ 16" 14ga THE MIN. DIGHT OF THE POST TUBE SHALL INET ASTM A1011 GRADE 50. BOTTOM OF THE LOWEST POST TIRE GALVANIZED AS PER ASTM A653 GRADE 90. SIGN SHALL BE 7'-O" DESS OTHERWISE NOTED. 3. ANCHOR TUB ANCHOR TUBE - 2 -1/4"x2 -1/4"x3/16" 14ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. = STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. 0 4. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED A80VE FINISH GRADE. GROUND SURFACE 5. STOP SIGN MUST BE ON TOP WHEN MORE THAN ONE SIGN IS PLACED ON THE SAME POST. 12"0 SIGN MOUNTING AND BASE DETAIL 10 )fill EXPANSION 3.0 JOINT (TYP.) 5/16 GR. 5 y 0 n FLANGED BOLT I C � y �m 5/16" GR. 5 ;d. 0 n � O SERRATED R1 z rn m o FLANGED NUT Z O = GROUND SURFACE NALK PLAN VIEW PARTIAL ELEVATION SQUARE TUBE BREAK AWAY POST N.T.S. SCALE: NTS LANDSCAPING,REFER 000— BACK OF CURB TO LANDSCAPING PLANS FOR �PLANSPLANS100-01 FRONT OF CURB PLANTINGUP MIFO. � CEMENT • • • • CONCRETE •••• SIDEWALK � ; ; � VARIES, REFER ... TO PUN 2, MNNTNN FULL CURB HEIGHT WHERE ADJACENT TO RAMP, 12H:1V MAX SLOPE, 5 LANDSCAPING 7DETECTABLE WARNING PATTERN 0.0 Iq FULL WIDTH OF SIDEWALK SIDE (6"H L I ACCESSIBLE CURB RAMP PER WSDOT STANDARD PLAN F-40.16-01 RAND, 12H:1V MAX SLOPE, DETECTABLE WARNING PATTERN FULL WIDTH OF SIDEWALK MAINTAIN FULL CURB HEIGHT WHERE ADJACENT TO LANDSCAPING -i MAINTAIN FULL CURB HEIGHT v5 WHERE ADJACENT TO LANDSCAPING ,?------ ---- • .00 �`�• •0� • • , i FLUSH WITH ROADWAY SURFACE ADA RAMP DETAIL DEPRESSED SIDEWALK PER WSDOT STANDARD PLAN F-40.12-01 SCALE: NTS � R- 380106 suwa SME AS NOTED CITY OF �• �•�TACO TIME RENTON HIGHLANDS o2 -j 08.25.2015 KJP LL 14 C05k4Sr"" n�t.rMac: DOW_ RENTONPAGE KJP 01E 1M°" DATUM C .JG ATM=MUE Planning/Building/Public Works Dept. SITE AND SURFACING C3.03 IF NOr ONE Mri BY DATE APPR o- WAI A01' 11" Y PLAN DETAILS "'� 6 °�1 s n y Q J- z x n z � O C � y �m U n m r� 2 � n � O i z R1 z rn m o D NALK SIDEWALK .... W O .... .... �- .... (60H) UP0 • • > " " UP �._ • • • • W • • • • LAJ ANDING LEVEL -.7 7' NTH PARKING LOT -i MAINTAIN FULL CURB HEIGHT v5 WHERE ADJACENT TO LANDSCAPING ,?------ ---- • .00 �`�• •0� • • , i FLUSH WITH ROADWAY SURFACE ADA RAMP DETAIL DEPRESSED SIDEWALK PER WSDOT STANDARD PLAN F-40.12-01 SCALE: NTS � R- 380106 suwa SME AS NOTED CITY OF �• �•�TACO TIME RENTON HIGHLANDS o2 -j 08.25.2015 KJP LL 14 C05k4Sr"" n�t.rMac: DOW_ RENTONPAGE KJP 01E 1M°" DATUM C .JG ATM=MUE Planning/Building/Public Works Dept. SITE AND SURFACING C3.03 IF NOr ONE Mri BY DATE APPR o- WAI A01' 11" Y PLAN DETAILS "'� 6 °�1 s n y Q J- z x n z � O C � y �m U n m r� 2 � n � O i z R1 z rn m o D -Z z m D v a z c� z C 3 m n D y n v z �O a y z S U n m r� 2 � W O D v IMc Tm _ CONNECT TO EXISTING STRUCTURE W z 0 z U w Q $ SHALL BE FLUW WITH TOP OF .MME. Nf lE. D 395.08 0 P'EIWONATED DO (SPOUT 6 DOW= fir>16'1C WAM TAEAP" SME NAW SNALL eE MOM RM R MMiG 01100 INE A1009 T TI z o �1 OPROVIDE IN 2'X10' L�r� (C4.IS I1�UNO AM IS TO K PWAIM FAIMS WI ODIC AMD AFTER TESC AND MWKW � M �wrwM� � SMALL a R. z W �I ----� •XIrIAATE LOCATION - -_ 4 � W NrIF1LTIlA U 7900 PER OETAL.PO K TO � m 394. 0 - 394.83 �� 394.3 394.01 394.74 34.84 393.2± STORM STRUCTURE TABLE Q 393.0± MATCH E . CB 3 394.33 l yJ l I � I 387.53(N) 386.08(NE) I I ' Ii I �I STA: 11 +47.75 136.58R , v)I ii i EXIS 3OLF 24"0 CMP 0 0.5% EXISTING 48"0 CMP (PUB C) 398.6± �MATCH EX. 398.3E _ J MATCH EX.% 'V) 398.3± MATCH EX. 397.7 6± 397.2± -� 39988.32 MAT EX. MATCH EX. CB /#07 29LF 48"0 CMP DETENTION PIPE 0 0.5% L 397.47 CD av �. CB #N �CB ' #100 1 � � 96.92 39i"�iS 7 12LF 24"0 CLIP DETENTION PIPE 0 0.5% r96.96 396.86 �� 396.70 . 6 396.90 396.74 CB{?5 e boo °• ` 1 / \ 119LF 48"0 'TEN 0 0.5% / 396.88 \ THE TRASH ENCL 396.69 /SI�AL.L BE GRADED T 396.69 8 o CB X20 \ ENSURE RUNOFF DOES NOT 396.19-4 / 397.00 \ I j 396.91 397.00 FLOW FROM OR TO THE 396.25 8 SANITARY SEWER M. I o 97.32 �. 396.92 396.95 ; Imago- _ - D- - -FD- - -FD- - -FD- - -FD 1 7.3 � v �� PS i o \396.98 \396.98 r I I I. 98LF 3600 DI CLASS 52 WITH o r COATING TREATMENT 0 0.5% o (PUBLIC) I o 5.7 (X 4 v I I 0 �1 I _9 r`) { I 1.25 o BUILDING SETBACK LINE i' I j 396.98 1 I STARBUCKS BUILDING I 396.34 2,16 SQ. FT. 1. v o 98 RELOCATED 15' STORM 3% 1 oer .80 I o I ' 396.31 396.43 3%.39 1 396.70 1 396.70 I 1 i _Tl.27 398.453 I 396.89 I 1 i 3 4 1 396.67 396.9$ I - .5 a� 396.85 397.37 -CIA- � I 396.94 CB \ 396.21 1 U \ .69 �396.58 7 8LF f800 0 0.0% 396.7± 396.8± �. ' MATCH EX. MATCH EX. i 396.7± 396.3± 395.8± MATCH EX. MATCH EX. MATCH EX. -\///,,, CB #13 CB 14-� C #15-A CB /-CB #17( 396.4 7 7 '4 -4- � s MATCHLINE - SEE RIGHT l 45LF 6"0 PVC 0 0.5% 393.7± MATCH EX. 394.8± 394.1 ± Z MATCH EXE MATCH EX.I , 10 5 - Z ' > G'1 ., p z 10 LEGEND s f_m _-= C =mo PROPERTY/ LINE " M 3 CONNECT TO m n EXISTING BUILDING FOOTPRINT z M N z STRUCUTURE - - STORM DRAIN LINE EASEMENT o EXISTING STORM DRAIN LINE EASEMENT D 1 I 2.0 ; EXISTING CONTOUR C) y% + 210 PROPOSED MAJOR CONTOUR � o V_ 213 PROPOSED MINOR CONTOUR 136.75 SPOT ELEVATION MATCHLINE -SEE LEFT I 2.0% SLOPE ARROW SHEET N 6 - - - - - - - - GRADE BREAK I (D=mw ST�lUOTURE WITH S) SIZE,, # 0 ONMATM MAXIM STORM DRAIN LINE 0�, y 2LF 6"0 DI CLASS 52 0 t�tol STRUCTURE 3 - - - - - "� - TRENCH DRAIN WITH CAST IRON GRATE 4 S (DUPTA�. 4• 4.0 CES � ■ CATCH BASIN TYPE 1 1 « (3)WWN W;Ae H2O RATED 1 40 8LF 6 0 DI CLASS 0 0 X 4• �i CATCH BASIN TYPE 2 2 « _- 2 « - C4.0 4LF 36 0 0 0.0% 72LF 8 0 0 0.�5% 7 C 18 4 WWClM Pot DETA�. 5 0�' r � � C4. ... SWALE 394.65 394.58 _ w Foom mm AT ELEVMTION 2 C4.0 _ ------- ------------------394.03 _ 5 FOOMIGD"VAX ELE1MiMK *DS DOWNSPOUT 394.56 � 393.5± �O - It20o E 4 - - -FD- - - - C4. 4 FD FD FOOTING DRAIN 9 I 394.08 MATCH EX. oI�MN MMNIaE NI011 gM1TE AND C4.0 394.01 (DK2-10 ETN') OUTLET. PER 4• MW FA MM SP'E AND DETAILS. R D ROOF DRAIN UNE 394 80 �3:� I' 1 2 394. 7 sTOIMr>FILTER OTER WAUTY UNIT PER DETAIL 4.04 • STORM/ROOF I CLEAN OUT C 2 �� - a $ SHALL BE FLUW WITH TOP OF .MME. Nf lE. D 395.08 P'EIWONATED DO (SPOUT 6 DOW= fir>16'1C WAM TAEAP" SME NAW SNALL eE MOM RM R MMiG 01100 INE A1009 T TI m OPROVIDE IN 2'X10' L�r� (C4.IS I1�UNO AM IS TO K PWAIM FAIMS WI ODIC AMD AFTER TESC AND MWKW � M �wrwM� � SMALL a R. ----� •XIrIAATE LOCATION - -_ 4 � � NrIF1LTIlA U 7900 PER OETAL.PO K TO � m 394. - 394.83 �� 394.3 394.01 394.74 34.84 393.2± STORM STRUCTURE TABLE 3 7 T - UJ 393.0± MATCH E . CB 3 394.33 MATCH X. 387.53(N) 386.08(NE) 386. W 0) STA: 11 +47.75 136.58R , v -4153NAME: DESCRIPTION RIM: IE IN: IE OUT: STA, OFF \-395.241-1�- - - � 394.92 395.24 lt 394.41 393.2E i m M CB #04 54"/ TYPE 2 - SOLID LID i 4.276 395.29 0 I a� - - 394.92 MATCH X. STA: 11+41.59, 136.55R 385.85(NE) , 394.9 I 394.06 -/CB #01 EXIST. 396.34 385.85(N) 385.85(S) STA: 11+54.92, 181.73R n -1 • I - 394.98 395.00 395.00 394.87 394.69 aj- a�- - 392.78(SW) CB #05 54"0 TYPE 2 - SOLID LID 396.55 388.15(NW) 388.15(S) - z CB #02 « 4800 TYPE 2 - SOLID LID 396.41 385.92E O 392.92(W) 385.92(SW) STA: 11+47.93, 168.83R 396.84 388.21(W) I 394.79 394.97 394.96 = z M � I s� D �� - a MATCH EX. 395.08 m ----� •XIrIAATE LOCATION - -_ 4 � I 395.13 I 394.53 393.0± MATCH E . CB 3 "A TYPE 2 - I I 54 SOLD LID 395.89 387.53(N) 386.08(NE) 386. W 0) STA: 11 +47.75 136.58R , N 395.07 CB #04 54"/ TYPE 2 - SOLID LID 395.87 387.56(N) 387.56(S) STA: 11+41.59, 136.55R 1 394.3 394.49 I 4 -1 • 395.02 I CB #05 54"0 TYPE 2 - SOLID LID 396.55 388.15(NW) 388.15(S) STA: 10+18.75, 135.%R 394.77 J 394.96 '� CB #06 54"0 TYPE 2 - SOLID LID 396.84 388.21(W) 388.21(SE) STA: 10+11.92, 145.65R I s� LO CB #07 54"0 TYPE 2 - SOLID LID 397.60 386.37(N) 388.37(E) STA: 10+03.29, 177.03R I S -39601 394 71 _ 1 • _ • 394.96 TACO TIME BUILDING �i CB 54"A TYPE 2 -SOLID LID 395.45 386.14(N) 386.14(E) 386.14(SW) STA: 11+41.64, 125.168 394.51 1 386.14(N) I I I I• I' I I 30 9 SQ. FT. I CB � 54"A TYPE 2 - SOLID LID 394.56 388.79E O 386.14(W) STA: 11+40.00, 101.15R , 394.50 394 84 \ 394.40i/)CB 10 STORMFILTER A 394.35 390'6E) 391.06(N) 388.88(W) STA: 11+42.08, 83.31R ' 4 394.76 CB #11 STORMFILTER B 393.65 390.95(W) STA: 11+43.36, 29.06R ,\ r39597 I 3 S \ a 394.45 - + y CB #12 STORMFILTER C 393.84 391.14(S) O STA: 11+26.76, 83.13R 1 387' E) I 0 I / CB 13 # _ 54 0 TYPE 2 SOLID LID 396.53 1 • ( ) 387.84(S) • STA. 10+08.64, 124.52R I o I 394.40 - CB #14 _ 54"0 TYPE 2 SOLID LID 396.25 387.84(E) 387.84(W) 387.84(5) STA. 10+08.68, 116.52R o o 0 I 1 0 1. a CB 15 - 54 A TYPE 2 SOLID LID 395.93 387. E ) 387.84(W) 387.84(S) STA: 10+08.72 108.5 R 2 ' I I 394.50 1 0 I = n 395.67 I I 5 I I, � I� I� 394.55 394.64 l I I 0 4 394.98 394.50 34.15 1 CB 6 « - 54*0 TYPE 2 SOLID LID 395.68 387.84(E) 390.36(SE) 387.84(W) 387.84(S) STA. 10+08.76, 100.52R Q 395.54 #12(DCB I I - • 396.61 �`�` 395.4 1 I ii 394.98 DS - -FD 394.22 CB � 17 STORMFILTER D 395. 50 389.64(E) 387.84(W) STA: 10+08.80, 92.52R 15LF 8 I dLASS 2 0 0.576 93.78% -�, 394.716 394.98 1 33944.90 � 31 LF 36"i DI CLAS 52 0 0.496 ' \� 8 I CB X18 STORIrIFILTER E 393.92 392.30(E) 390.00(W) STA: 10+26.61, 23.168 4A IN.,(PUBLIC) % v I 394 7 394.50 39444 394 55 I L L --I 396.89 V t4 397.08 397.4± z MATCH EX. X94.35 � 394.83 395.71 94.53 - - � ` 392.6± CB #19 NYLOPLAST 8" DRAIN BASIN 394.17 392.84(N) 392.34(W) STA: 10+27.93, 15.608 396.44 4LF 36"i 000% 'S• 394.69 394.91 394.9 393.80 MATCH EX. 396.71 CB X102 LF 36" 0. ��' CB #20 TYPE 1 - HERR04000NE GRATE 396.48 391.94(S) 391.94(NE) STA: 10+44.79, 196.74R 18LF 36 • DI 0 0.5% I 391.94(S) o, 1 2 394.47 394.32 394.00 ( ) 394.26 _ 1 O 15LF 12"0 CPEP 0 0.5% I CB - -1 P W E R CB CB 104 CB X21 54"A TYPE 2 - SOLID LID 395.18 3.14(E) 386.14(W) STA: 11 +41.68, 117.168 32LF 12"� CPEP� • 0.5 CB 18LF "� 0 . % 7 Q)CB #11 386.1 N CB #10 ' 13LF 12"0 0 0.5% # 393.61 -i"7117- I 3�9i29 396.1 « N 54LF 8"� CLASS 52 ®0.59a 386.14(N) PI -11 � E R -- --�' i , � �, �� � , 396. � '' -�- - « CB �2 8"0 CPEP ®0.090 I �, ! 6LF 12 CPEP 0 0.5X CB #22 54 • TYPE 2 - SOLID LID 394.90 386.14(W) STA. 11+41.72, 109.168 394.12 r-; 386.14(E) r B �J ET I� 394.74 394.06 � SD .32 - - C -1--% -1- 393.5 - 17LF 8" 0 PVC 0 2.� CB 1100 54"0 TYPE 2 -SOLID LID 397.14 386.53(N) 386.53(5) STA. 10+17.89, 207.07R --��� -- CB #02 _ F ) E � HJT-- i CAB I�J ET---_- - - z 393.1 ± CB #101 54*0 TYPE 2 -SOLID LID 397.19 386.08(N) 386.08(SE) STA: 11+15.52t 206.83R CB X01 395.3± - MATCH EX. _ _ - i ; ETCH EX. T 9 T W A PI _ - B'� �J E E . CB X102 54"� TYf 2 - SOLID LID 396.57 385.94(NW) 385.94(S) STA: 11+37.64, 184.938 z E�✓A H T �' I Ohl -� -- 396.4± l 395.8± v ET _ - = � 395.5E _ _ - 7551�MATCH EX. LATCH EX. MA CH EX � � � -- - CB X103 TYPE 1 - SOLID LID 393 71 390 00(NW) 390 00 S CTA 999 03 11 108 (PUBLIC) (NOT SURVEYED) ON C'1,TY - - GIS. REFE TO RECORDEIGHT POLE ,- DRAMIK R-346212 FOR FUR ER DET -_ _ _ ���' '� B 0 x - AN G A APPROXIMATE LOCATION OF 36" CMP STORM t UNE (PUBLIC) (NOT SURVEYED) BASED ON S� g CITY OF RENTON GIS. REFER TO RECORD DRAWING R-346212 FOR FURTHER DETAILS. µ 43432 w�7 mnw~a mow. UPERMIT #014005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ��s GI STEg�'���� bOmPWd1l. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO. Aug 25 2015 4:1.2 PM SSC 393.4± -- __ X MATCH EX. - '392.9± � � ± • ± - -�=- CB 104 TYPE 1 - VANED GRATE 392.46 389.25 N 389.25 SE ST I 392.4 392 2 O ( ) A. 11 +49.57, 14.668 O -- MATCH EX. � - LATCH EX. MATCH EX. CB #105 � I X393.3± M -- MATCH EX. �� 0 C CT TO " 38$.790) • o T CB #105 54HO TYPE 2 (EXISTING) 391.99 387.19 W 386.39E STA. 11+62.84, 3.808 = - - _ __ _�_ -- r EXISTING O O T T 1N E E��' 386.29{N) m mcn �� ? JJc 07.28.15 � AS NOTED CITY OFTACO TIME RENTON HIGHLANDS � o8.z5.zo15 "'"`""' """ CC LL l4 OO5U5 _ ACC ONE 'w°" DATUM RENTON N Mo: �JG IF IME Planning/Building/Public Works Dept. GRADING AND NIX CK IIMI C4.01 REVISION BY DATE APPR M S Wa A9 0r"' KY DRAINAGE PLAN "'"R 7 °f 16 <f IR I B 1410 015 616 4 �� - a MATCH EX. m ----� •XIrIAATE LOCATION - -_ 4 � (PUBLIC) (NOT SURVEYED) ON C'1,TY - - GIS. REFE TO RECORDEIGHT POLE ,- DRAMIK R-346212 FOR FUR ER DET -_ _ _ ���' '� B 0 x - AN G A APPROXIMATE LOCATION OF 36" CMP STORM t UNE (PUBLIC) (NOT SURVEYED) BASED ON S� g CITY OF RENTON GIS. REFER TO RECORD DRAWING R-346212 FOR FURTHER DETAILS. µ 43432 w�7 mnw~a mow. UPERMIT #014005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ��s GI STEg�'���� bOmPWd1l. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL NO. Aug 25 2015 4:1.2 PM SSC 393.4± -- __ X MATCH EX. - '392.9± � � ± • ± - -�=- CB 104 TYPE 1 - VANED GRATE 392.46 389.25 N 389.25 SE ST I 392.4 392 2 O ( ) A. 11 +49.57, 14.668 O -- MATCH EX. � - LATCH EX. MATCH EX. CB #105 � I X393.3± M -- MATCH EX. �� 0 C CT TO " 38$.790) • o T CB #105 54HO TYPE 2 (EXISTING) 391.99 387.19 W 386.39E STA. 11+62.84, 3.808 = - - _ __ _�_ -- r EXISTING O O T T 1N E E��' 386.29{N) m mcn �� ? JJc 07.28.15 � AS NOTED CITY OFTACO TIME RENTON HIGHLANDS � o8.z5.zo15 "'"`""' """ CC LL l4 OO5U5 _ ACC ONE 'w°" DATUM RENTON N Mo: �JG IF IME Planning/Building/Public Works Dept. GRADING AND NIX CK IIMI C4.01 REVISION BY DATE APPR M S Wa A9 0r"' KY DRAINAGE PLAN "'"R 7 °f 16 <f IR I B 1410 015 616 4 Ld C) Z H z W Q J IZ 0 z O Z w oC g N 410 370 EG AT OF PIPE FG AT OF PIPE %,D f IW -J -t W I Ir"G L - JVLV UIJ RIM: 397.14 IE IN: 386.53 24" (N) " IE OUT: 386. 363 bb0++�� r-' rr Di :CLASS 52 MATH COATING TREATMENT 0 0.5% i 18LF 36"0 DI 0 0.5% ioo+oo poi+oo OFFSITE PUBLIC STORM PROFILE 20 ,0 0 20 HORIZONTAL SCALE SCALE: 1 `= 20 5 2.5 0 5 VERTICAL SCALE SCALE: 1"= 5 3 A G BCRA N r.:) 43432 <% �w VAM~Sbsbw.UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COMS GI STEg�y� �MNNyud1s. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 I0NAL NO. Aug 25 2015 4:1.2 PM COSII � N 20 10 0 20 SCALE: 1 "= 20 410 E111111 390 370 REVISION 50LF 48"0 RCP 0 0.6%—\ CB JIM -54"0 TYPE 2 - SOUO LID �c �r- � of w��- EG AT � OF PIPE RMPA: 395. 7 !E IN: 387.56 36 (N) IE OUT: 387.56 12" (S) ® 11 9L 48"0 CMP DETENTION PIPE 0 0.5% EG AT q OF PIPE FGAT�OFPIPE co .^r LO to r;Lci Pn wepic 20 10 0 20 HORIZONTAL SCALE SCALE: 1 "= 20 5 2.5 0 5 VERTICAL SCALE SCALE: 1"= 5 201+00 202r00 OFFSITE PRIVATE STORM PROFILE N' 10 5 0 10 I !%iia SCALE: 1 "= 10 RIM: 3!6.34 IE IN: 385.85 12" (NE) IE IN: 38.5.85 36M (N) IE IN: 392.78 12 (SW) IE .aff 385..85 36" .(S) 15LF 12"0 CPEP 0 0.5% 203+00 MAINEM .«, TACO TIME RENTON HIGHLANDS 4s 0 opo- AS NOTED CITY O4.29.2015 ACC LL 1 /+ 0 03 ' 5 �`....": DPVMk_ RENTONINAM ACC ONE OWIMIIIIIIIIII O' AT FIJ11. soll� DATUM Planning/Building/Public Works De t.C4.02� JJG IF NOT =Mei p STORM PROFILES BY DATE AP P R tea. SC*U "0°0""" Y INW 8 OR16 C _` R I B 114 d '0151,161 CJ 4 0 a a z Q z c 3 00 m D y a n O m CD t446 00 �Zora 0 Z: z. rr, rt. rUJ .. 0 D T m r � SII rUJ .. Uj U) z 0 F_ z w < J C) _ CL 0 z 0 z W cr W 0 C) E-' K3 &AR Elpi 4rZ. ~< , sAR FA H c iiwri `i;" luilty AY3. BAR ll" SEE -NOTE, I J1�.'1!'I�Mllii>II►?#'1'M�I�. Ir�M�INI` LII 300 00 DEPAR` ItENT MARCH 200 CATCH BASIN TYPE 1 OPTIONAL CONCRET (FOR USE IN SIDEWALK/DECK Al NYLOPLAST 8" DRAIN BASIN: 2808AG X (4) (5) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 8" FOR CORRUGATED HDPE (ADS N-12/RANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 3 STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 00 TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 4 FOR COMPLETE DESIGN DETAILS SEE DRAWING NO. 7001-110-045. 5 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL) & PVC SEWER (4" - 24'). NYLOPLAST 8 INCH DRAIN BASIN 0 g I - N M Krwsw wilt's �W. Call r.l>Isl o yw Me. 4 r - Aho AW0 r E c TAIL 204JA-W. �T # c�+`s � , �"M �*,•��f-�-4A.?lii?9a /'tiD.flk.i3'Mi":.-IRT:.•�.Z`t�.sRT• i rr"jk..'i:'?Aa::f°'yk'i.>;:J.f"}ewMYcf'T"l S TWO Vii:, }Y.N]`,�: .� i�$`SA,u..�• t�`�v:vwr i s•;s f , + r� t( e 1L ? k ?s F} LST a ::o s _ F ` :F-ERA#RAeF_ RASE INTEGRAL BME +.ASS Iw 1,Ar; ryReCAST Wim€ MfM }Y ;SEPARATE AAS ;3 'ECAST GRATE d� ..<.:Fti3' ��.. ? .I•�eA 4'EFMd }.,Et:JbR4 -.6i. ?+:.N f.. J?.+dlF. IFi.',d?hiCFD.... .9 i3 t i s �lxt .K'ul Aylratu <YE!1 aH�ssn ��is s``;f1 I'a i 0.1 a� SWOPI-AN. '201-00 4.. PU;BUC WORKS CAlrcH >' -DCPA T: ERT j MARCH 200.8 CATCH BASIN TYPE 2 CONCRETE WALKWAY OR DECK I mt: otkum l_ IVIA i-ERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) 4" MIN GRATE OPTIONS �Ir►I� AL�II�a�wl�;lw�l�;� DRAWING # f[[�jA`xCf�:PIPEMAr},.'viTgi;Sr;+i0'�I`tkSf115.��✓y[yR. LIGHT DUTY 0699CGS 7001-110-194 SOLID COVER LIGHT DUTY Fj 7001-110-195 } WA R $F / -- PRt3FK..E 3 rlE : TEIi , C*:F R.rFT � . F .. I�F,sAP Iv' ALL; 'JrALL 0801 D1 7001-110-019 2. i�4 2.7" �t3' BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED %1 all' K 21 (��, 11iJ •.[ y *STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE 42' ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS SECURED TO THE STAKE. THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL DEPARTMENT, SURFACE WATER UTILITY SECTION. !. � .. . 6w 72- radf: 3E;•" 45.: d� ..<.:Fti3' ��.. ? .I•�eA 4'EFMd }.,Et:JbR4 -.6i. ?+:.N f.. J?.+dlF. IFi.',d?hiCFD.... .9 i3 t i s �lxt .K'ul Aylratu <YE!1 aH�ssn ��is s``;f1 I'a i 0.1 a� SWOPI-AN. '201-00 4.. PU;BUC WORKS CAlrcH >' -DCPA T: ERT j MARCH 200.8 CATCH BASIN TYPE 2 CONCRETE WALKWAY OR DECK I mt: otkum l_ IVIA i-ERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (4) 4" MIN GRATE OPTIONS LOAD RATING PART # DRAWING # STANDARD LIGHT DUTY 0699CGS 7001-110-194 SOLID COVER LIGHT DUTY 0899CGC 7001-110-195 BRONZE WA 08WGB 7001-110-196 DOME NtA 08WCGD 7001-110.197 L7777DROP IN GRATE LIGHT DUTY 1 0801 D1 7001-110-019 CLEAN SURFACE AND BOTTOM AREA, PROVIDE UNIFORM CONTACT, THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. NOTES J� FRAME AND VANED GRATE BASE SECTION SEE NOTE 4 It 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3, 2, SHIMS SFIALL NOT BE USEDTO SET FRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL. 13E PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND. 5. ACk- USTMENT SECTION SHALL BE GROUTED WATERTIGHT T•O THE BOT I -OM AREA OF "•1 HE ADJUSTMENT SECTION WITH NONSHRINK t.3ROUi" 6. GROUTING BETWEEN AU,JUSTMENT SECTION SHALL BE WATER TIGHT. 7, GROUT IS T"O BE NOWSHRINK TYPE GROIJI' MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVE STRENGTH SHALL BE 4,000 PSI AT" 7 DAY PFR APWA STANDARD SPECIFICATION 9-20.3 S. PICK t LIFTING HOLES ARE "I"O RE GROUTFD WATER TIGHT PUBLIC WORKS I CATCH BASIN INSTALLATION DEPARTMENT -- -------------- CATCH BASIN INSTALLATION r STD. PL --- AN 202.00 MARCH 2008 STORM DRAINAGE NOTES: 1. STORM DRAIN UNE MATERIAL TO BE CPEP, UNLESS OTHERWISE SPECIFIED. 2. STORM DRAIN LINES ARE PRIVATE, UNLESS OTHERWISE SPECIFIED. 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON EXTERIOR WALL THESE PU1NS, NOTIFY THE DESIGN ENGINEER OF THE SITUATION i sIAPE To DIwN a '. IMMEDIATELY. 4. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLANS. ROOF DRAIN -DO CONNECT WITH F 4 5. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE UNDERDRMN PIPE � j\ OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW FREE -DRAINING . � UNE OF GUTTER (WHERE APPLICABLE). GRANULAR BACKFILL �� 6. CATCH BASIN INLET PROTECTION TO BE USED FOR ALL NEW PER WSDOT 9-03.14(1) � INLETS, EXCEPT FOR INLETS WITH SOLID UDS, UNLESS GEOTEXTILE FABRIC PER ��/ ° a 4 OTHERWISE SPECIFIED ON PLANS. WSDOT STD. SPEC. 9-33, TABLE 3 FOR \ 7. LOCATION AND QUANTITY OF DOWNSPOUTS SHOWN FOR SEPARATION, NONWOVEN �/�� REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR EXACT GRAVEL BACKFILL FOR � LOCATIONS. DRAINS � ►�sooT � / •� � GRADING NOTES: 9-03.12(4) �j� ����\ i. THE EXISTING SITE SOILS REQIARE PROPER COMPACTION PRIOR 6` PERFORATED PVC UNDERORAIN �//� ,� TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IAIPROVEAIENTS. PIPE WITH PERFORATIONS DOWN PER WSDOT STD. SPEC. 9-05.2(6) 2. THE SPOT ELEVATIONS INDICATED ON TFMS PLAN REPRESENT THE FOOTING DRAIN SECTION DESIGN TOP OF PAVEMENT UNLESS OTHERWISE SPECIFIED. � 3. CONTRACTOR SHALL ASSURE POSITIVE DR/iMlA�GE AWAY FROM SCALE: NTS � BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SIiALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. EXISTING ADJACENT PROPOSED BUILDING PAVEMENT PER PLAN I> o WIDTH VARIES PER PLAN WIDTH VARIES PER PLAN =Sli0f � III -III -III _ pFR p I',��` -III-I PLANTING PER -I I1.•'"� LANDSCAPE PIAN SWALE SCALE• 3 A 02 ` CC DMElk r >:> ACC UPERMITU14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ��'�S�G'ISTEg'��Cs�� �JG 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IONAL NO. REVISION BY DATE IPPR wrrfls o: Aug 25 2015 4:1.3 PM CO.Sj.8n am - As NOTED """"' CITY OF TACO TIME RENTON HIGHLANDS 4-.S*9: 08.25.2015 RENTON LL 4CO�45 PAOL. ONE mm DATUM N0c AT MLL am Planning/Building/Public Works sept. STORM PLAN IF gC4.03 ar ac .o� NOTES AND DETAILS smw-9 ^R� 6 I BI 14 010 516 6 4 2 y 3 5 SCALE: NTS D SCALE: NTS SCALE: NTS CITY OF RENTON SURFACE WATER NOTES: 7 TJ 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN m n m CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN *STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS SECURED TO THE STAKE. THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL DEPARTMENT, SURFACE WATER UTILITY SECTION. CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS C. PIPE MATERIAL SHALL CONFORM TO UNDERORAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE 15. ALL PIPE AND APPURTENANCES SHALL BE LAI ON A PROPERLY PREPARED FOUNDATION IN THE SURFACE WATER DESIGN MIAIKAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, ACCORDANCE WITH THE CURRENT STATE OF W SHINGTON STANDARD SPECIFICATION FOR ROAD AND TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE SHALL BE AT NO ADDITIONAL COST TO THE CITY. TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING D. PRIVATE DRA04AGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A FLOWS THROUGH INDMDUAL LOTS. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN UNIFORMLY DENSE, L#MELDING BASE. ALL PIPE BEDDING SHAM. BE APWA CLASS "CH, WITH THE APPROVAL. OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, EXCEPTION OF PVC PIPE. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDMIATING THE LOCATIONS OF ALL GAS, ELECTRICAL.. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO STUWLIT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED 16. STEEL PIPE SHALL BE ALL UrI IZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE TELEVISION). PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, AND OUTSIDE. SURFACE MATER UTILITY SECTION. F. ALL II�IVIDUAI. STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHRILL HAVE SOLID LOCKING OWNER. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PE NT RETENTION/DETENTION FACILITY PROGRESS. SHALL HAVE SOLID LOCKING LIDS. G. STORM DRA#WGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WIDTHS AND BUILDING SETBACKS LINES. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT WRITTEN DECISION BY THE CITY OF RENTON. SITE MIDST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION ADDED TO MWINTAII THE MOISTURE CAPACITY. EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHRILL OF SUFFICIENT APPROVAL PRIOR TO CONSTRUCTION. LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRHEWAY TO THE BOTTOM OF 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL. BE OF ISSUANCE. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SHALL. NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS SPECIFICATIONS: 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 4 - 8 INCH ROCK / 40 - 70% PASSING; THE OWNER OF THE CONTINUING LEGAL OBLATION AND/OR LIABILITY CONNECTED WITH STORM 2 - 4 INCH ROCK / 30 - 40% PASSING; AND SURFACE WATER DNSPOSITtON. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR 9. DATUM SHALL BE NAND 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE LESS THAN 2 INCH ROCK / 10 - 20% PASSING. THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 26. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMIMIATER FACILITIES MUST BE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEIMER OR SURFACE WATER UTILITY SECTION. AN PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEALTH, SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAINING OF THIS DRANWIGE SYSTEM WILL BE AND SAFETY OF THE Ply, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF SUBMITTED TO THE CITY UPON COMPLETION. WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 SHALL REQUARE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, PERCENT DENSITY, STANDARD PROCTOR. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: TRAFFIC CONTROL SHALL APPLY. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEMYS, YARD DRAINS, AND REQUIREMENT 16 OF THE SURFACE WATER DESIGN MANUAL AND AQUFER PROTECTION REGULATIONS TRENCH RESTORATION STANDARDS. ANY OTHER SURFACE OR SUBSURFACE DRAMS NECESSARY TO RENDER THE LOTS SUITABLE FOR (RMC 4-3-050). SCALE• 3 A 02 ` CC DMElk r >:> ACC UPERMITU14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM ��'�S�G'ISTEg'��Cs�� �JG 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IONAL NO. REVISION BY DATE IPPR wrrfls o: Aug 25 2015 4:1.3 PM CO.Sj.8n am - As NOTED """"' CITY OF TACO TIME RENTON HIGHLANDS 4-.S*9: 08.25.2015 RENTON LL 4CO�45 PAOL. ONE mm DATUM N0c AT MLL am Planning/Building/Public Works sept. STORM PLAN IF gC4.03 ar ac .o� NOTES AND DETAILS smw-9 ^R� 6 I BI 14 010 516 6 4 D n n T' O ,�o Tw cn I y 0 n O � y 0 z zCD�4�& D m r4- a 0 - T 7 TJ rri �I 0I� 7 m n m n D n n T' O ,�o Tw cn I y 0 n O � y 0 z zCD�4�& D m r4- a 0 - 0 rri �I 0I� D n 0 0 0 m o DO m- D T . E - r5 c� a a W 0 W z 0 STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS VANED INLET GRATE REQUIRED. (SOLID COVER CONCRETE COLLAR OPTIONAL) AND REBAR TO MEET HS20 IF APPLICABLE BY CARTRIDGE SELECTION --------------------- - CARTRIDGE HEIGHT CONTRACTOR 18" 27 18" DE EP MINIMUM HYDRAULIC DROP (H) 3.06 2.3' 3.3' If z. SPECIFIC FLOW RATE pmtsO 2 gpmlft2 1 gpm/f12 2 gpmfft2 1 gpmtft2 2 gpm/ft2 1 gpm/ft2 II y CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 1 7-5 15 1 7.5 - _^"v .•_hT;y:�-•.-- 'Ei PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 ziINLET PERMANENT POOL LEVEL (A) 1'-0" 1'-011 2� Oar II r. OVERALL STRUCTURE HEIGHT (S) 4'-9" 3'-9" 4'-9" zGENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. ... r �r�: .iii. `./'�•. �::l/.� J -���. II II T 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com .•-- - -- -- 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN ' THIS DRAWING. ACCESS COVER 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 2, 45. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD 2 4 2 ,_4" OUTLET STUB IS 8 INCHES IN DIAMETER- MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER, CONNECTION TO COLLECTION PIPING CAN BE MADE INSIDE RIM INSIDE RIM INSIDE RIMOUTLET FLEXIBLE COUPLING BY CONTRACTOR. 6. STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD COLLAR OUTSIDE RIM RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. PLAN VIEW 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. OPTIONAL SLOPED LID FLOATABLES BAFFLE - 2'-0� Z-8" 2'-0"CORNER ELEVATIONS TO BE SPECIFIED BY ENGINEER PERMANENT B POOL LEVEL FINISHED GRADE _. ---------- < LIFTING EYE FILTRATION -�'F (TYP. OF 4) PERMANENT WEIR WALL POOL ELEVATION BAY INLET 5N, STORMFILTER {r _ ~1 - FLOW CARTRIDGE TYP. CA�� FILTRATION BAY INLET TYP. CARTRIDGE INLET STUB SUPPORT TYP. (OPTIONAL) OUTLET STUB FLOW KIT TYP. OUTLET PIPE CLEANOUT FROM FLOWKIT ACCESS PLUG B .�_) CATCHBASIN FOOT INSIDE (TYP. OF 4) CATCHBASIN FOOT ON WEIR WALL (TYP, OF 4) Z-0�2° OUTSIDE SECTION A -A SECTION B -B .Stormhltef r.:u xc,r:,:cr•.n: w .morr�:r::: a:.:nr.�r. air>x r.'•tv.�.>:.:^.:�:+;. TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRP GRP RING/RISE INLET PIPE FILTEI IF0 agl4p STANDARDPLAR VIEWER FLOWKIT: 40A A NUTLET 48" I.D. MANHOLE STRUCTURE (58") O. D. )ATABLES =FLE w > z z oZ- - CJ 4-- LU d Z D Q - UU I Lt 16UMI•'' HDPE OUTLET RISER SECTION A -A StormFllter' STORMFILTER WATER QUALITY UNIT I O g r; I N M w�.>M► MIIM.r.11�i�w. Call m*m yw alb. 2 -CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTUREID XXX WATER QUALITY FLOW RATE cfs X.XX PEAK FLOW RATE <1.8 cfs X.XX RETURN PERIOD OF PEAK FLOW(yrs) XXX CARTRIDGE FLOW RATE m XX MEDIA TYPE CSF, PERLITE, ZPG, ACI PHS XXXXX RIM ELEVATION I XXX.XX' PIPE DATA: I.E. JbIAMETER k INLET STUB XXX.XX' XX" OUTLET STUB XXX.XX' I XX" PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 390.68 CPEP CONFIGURATIONS OUTLET O O OUTLET INLET OUTLET r44 In 00 INLET INLET I 00 INLET INLET INLET PIPE #2 391.06 CPEP 8" SLOPED LID YES\NO SOLID COVER YES\NO NOTES/SPECIAL REQUIREMENTS: SEE BELOW 394.35 STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE. CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. 048" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 2T' 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05` 2.3' 1.81 SPECIFIC FLOW RATE pmisf) 2 gpm/ft' 1 gpm/ft' 2 gpm/ft2 1 gpm/ft2 2 gpMlft2 1 gpm/ft2 CARTRIDGE FLOW RATE (gpm) 1 22.5 11.25 1 5 1 7.5 1 10 1 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID " WATER QUALITY FLOW RATE (cfs) " PEAK FLOW RATE (cfs) RETURN PERIOD OF PEAK FLOW (yrs) " # OF CARTRIDGES REQUIRED R CARTRIDGE FLOW RATE R MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 INLET PIPE #2 OUTLET PIPE RETURN PERIOD OF PEAK FLOW (yrs) RIM ELEVATION # OF CARTRIDGES REQUIRED ANTI -FLOTATION BALLAST WIDTH HEIGHT k NOTES/SPECIAL REQUIREMENTS: SEE RIGHT PER ENGINEER OF RECORD GENERAL NOTES 1- CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ConWhES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL. BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL. BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. '.S CONCRETE COLLAR AND REBAR TO MEET VANED INLET GRATE HS20 IF APPLICABLE BY/- (SOLID COVER OPTIONAL) -- ACCESS COVER CONTRACTOR ----- _ ------------- ------------------- ----------- - ---- - - ----- 4 = It A i{ f sY N II _ ' IIS •,t % � ,,� ✓ j �, ' N Z li N x• 214" 2'-4" 4'-0" " INSIDE RIM INSIDE RIM INSIDE RIM 8'-9" COLLAR OUTSIDE RIM * f�-------.--- Is-�l r FILTRATION f BAY INLET TYP. CARTRIDGE SUPPORT TYP. FLOW KIT TYP. STORMFILTER A Z STORMFILTER MANHOLE DATA SITE SPECIFIC DATA REQUIREMENTS B STRUCTURE ID A WATER QUALITY FLOW RATE (cfs) 0.064 PEAK FLOW RATE (cfs) 0.344 RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 3 CARTRIDGE FLOW RATE 10 GPM MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) CSF PIPE DATA: I.E. POOL LEVEL PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 390.68 CPEP 8" INLET PIPE #2 391.06 CPEP 8" OUTLET PIPE 388.88 CPEP 8" STORMFILTER (OPTIONAL) RIM ELEVATION 394.35 SOLID COVER NO ANTI -FLOTATION BALLAST WIDTH HEIGHT N/A N/A NOTES/SPECIAL REQUIREMENTS: LOW DROP CARTRIDGE " PER ENGINEER OF RECORD STORMFILTER D Z STORMFILTER MANHOLE DATA SITE SPECIFIC DATA REQUIREMENTS B STRUCTUREID D WATER QUALITY FLOW RATE (cfs) 0.039 PEAK FLOW RATE (cfs) 0.293 RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 2 CARTRIDGE FLOW RATE 10 GPM MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) CSF PIPE DATA: I.E. POOL LEVEL PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 390.62 CPEP 8" INLET PIPE #2 N/A N/A N/A OUTLET PIPE 388.82 CPEP 8" STORMFILTER (OPTIONAL) RIM ELEVATION T395.50 SLOPED LID SEE TABLE BELOW SOLID COVER NO ANTI -FLOTATION BALLAST WIDTH HEIGHT N/A N/A NOTES/SPECIAL REQUIREMENTS: LOW DROP CARTRIDGE * PER ENGINEER OF RECORD S CLEANOUT ACCESS PLUG ON WEIR WALL SECTION A -A StormFtlter" ..vx<; w� v. or•.•:,<:u^ � ac:w•nc •r :.c: x�rxx: •. e. �.:r+, .tc: ;..0 �v ..,..vee, "n....:.. N.iF "A•]:lr., qn ��IYr,{r'�:r..rt.5r<•"K_'i STORMFILTER CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 3 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF THREE CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR, CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE. SELECTION CARTRIDGE HEIGHT 27" 18" 18" DEEP MINIMUM HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpmls2 gpm/ft1 1 1 gpnVft2 2 gpnzfft' 11 gpmlft2 2 gpm/ft2 1 gpm/fN CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 1 7.5 15 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 INLET PERMANENT POOL LEVEL (A) 11-0.1 1'-0" T-0" OVERALL STRUCTURE HEIGHT (B) 4'-9" 3'-9" 4k-94- GENERAL '-fl" GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ANGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR - 6. STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED), C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. OPTIONAL Z SLOPED LID STRUCTUREID B FLOATABLES BAFFLE 0.039 PERMANENT 0.160 POOL LEVEL 100 FINISHED GRADE 7.5 GPM MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS ZPG RIM ELEVATION 393.64 393.99 PERMANENT PIPE DATA: I.E. POOL LEVEL FILTRATION BAY N/A INLET m ; 3»>� INLET STUB STORMFILTER (OPTIONAL) CARTRIDGE TYP- SLOPED LID SEE TABLE BELOW CATCHBASIN FOOT (TYP. OF 4) STORIVIFILTER B Z 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTUREID B WATER QUALITY FLOW RATE cfs 0.039 PEAK FLOW RATE <1 cfs 0.160 RETURN PERIOD OF PEAK FLOW(yrs) 100 CARTRIDGE FLOW RATE m 7.5 GPM MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS ZPG RIM ELEVATION 393.64 393.99 393.95 PIPE DATA: I.E. DIAMETER INLET STUB NIA N/A OUTLET STUB 390.95 8" CONFIGURATION Si OUTLET S3 01 S2 INLET 54 _. SLOPED LID SEE TABLE BELOW SLOPED LID SEE TABLE BELOW SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: STORIVIFILTER E Z 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTUREID E WATER QUALITY FLOW RATE cfs 0.039 PEAK FLOW RATE <1 cfs 0.293 RETURN PERIOD OF PEAK FLOW(yrs) 100 CARTRIDGE FLOW RATE m 7.5 GPM MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS ZPG RIM ELEVATION 393.92 393.99 393.95 PIPE DATA: I.E. DIAMETER INLET STUB 392.80 6" OUTLET STUB 390.50 8" CONFIGURATION __ S1 OUTLET S3 Da:l S2 INLET N: -,S4 SLOPED LID SEE TABLE BELOW SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: LIFTING EYE (TYP. OF 4) WEIR WALL Clr 5.. FLOW "- OUTLET STUB OUTLET PIPE 2'-0" FROM FLOWKIT INSIDE CATCH BASINFOOT 7-02" (TYP. OF 4) OUTSIDE SECTION B -B STORMFILTER C 2 -CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTURE ID C WATER QUALITY FLOW RATE cfs 0.025 PEAK FLOW RATE <1.8 cfs 0.184 RETURN PERIOD OF PEAK FLOW(yrs) 100 CARTRIDGE FLOW RATE m 7.5 GPM MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS ZPG RIM ELEVATION 393.83 PIPE DATA: I.E. DIAMETER INLET STUB TRENCH DRAIN 391.37 4" OUTLET STUB 391.14 8" CONFIGURATIONS _ ......... - N S1 OUTLET S3 10 Q� ------------- S2 S4 SLOPED LID SEE TABLE BELOW SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: 3 -CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTUREID XXX WATER QUALITY FLOW RATE cfs X.XX PEAK FLOW RATE <1 cfs X.XX RETURN PERIOD OF PEAK FLOW(yrs) XXX CARTRIDGE FLOW RATE_(gpm) XX MEDIA TYPE CSF, PERLITE, ZPG, GAC, PHS XXXXX RIM ELEVATION XXX.XX' PIPE DATA: I.E. DIAMETE INLET STUB XXX.XX' XX" OUTLET STUB XXX.XX' XX" CONFIGURATION (\�O\)�UTLET E01 O 0 V 0 i/ 0 INLET INLET SLOPED LID YES\NO SOLID COVER YES\NO NOTES/SPECIAL REQUIREMENTS: SEE BELOW STORMFILTER CATCHBASIN Z SPOT ELEVATIONS Si S2 S3 S4 B 393.71 393.71 393.72 393.75 C 393.78 393.80 394.06 394.09 E 393.99 393.95 393.89 393.84 1 l�GI036 SCALE: NTS ����' a�..SVL- �me .ww, TACO TIME RENTON HIGHLAND S 4ks 08.25.2015 �, AS NOTED S CITY of ACCU 14'00401 5 RENTONPOW- ACC da ✓ 43432 c% ONE W C" DATUM '�� UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �� AGI STY, �� JJG IF � Planning/Building/Public Works Dept. STORM PLAN C4.04 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 ZONAL �� NO, REVISION BY DATE APPR mac: ScAl #9COMO "Y DETAILS INW. 10 of 16 Aug 25 2015 4:1.3 PM 018 R 11B 1 400151G)lCJj4 w 0 a a z Q z ?bc m m Z y M G) a .. Z ri CD rn rn iz 1i m c i n z m m m OO O D 0 a a z Q z ?bc m m I D y 0 a m y rn CDD G � ' O I D m o a m :I❑ ..i C c LLJ U) Z r) I- Z W a Lei_ V Z Z O Z W :. `9trtr�a sr' 7 sari. LA INLET IE: 387.84' r:tn r371;:x3xrartt,rH ` TANK BOTTOM INLET IE: 388.78' TWO .ELEV: 385.64' II >+�Yrtt�Fg�art� CS3t'f-:w�l�3t a'(3ft:�#�t. a i parsiwgalvanlziO. and pia* mated tTrleal-men 1 •%- Wrleri -------- PUBLIC WOOK.S. TY04CAL ETUN�1!'I�i ...... ... . 41 ,illDEPARTUFNT TYPICAL DETENTION TANK y r 14", 2M.4.00 INCH X08 4r..?'S�Gtf�lc txfts�a�li(j '.i.'.11�t33i3tYr�fkit�?F'ri ti3e,�ld'Ii9rit `S"?,�?b(j tki�::tt;;.:#. - g sFsfF fR;�3to w Pa4em 1' *arsk wd M*fied ta'txssk 24., VsWr atd ?&14. sy ..,use a0jf Ug#Aq Lioci-s -as t• Ared 101 b4iq fra3rse.QUh*_- 2., Al M0040&.m.be. allur4tltsn or vall,-r44744 d h #Ta s1 1 a.ta> rr3, a. `Must t la to0r.-4ccAWs by f. Ys*`ktQf"rE�fit� 4. May S; Ys trtf>r W T .sp0_C1W f .lei. t� fatty s;f ;irfta . . _ _. detop,&W,, tao, PUBUIC WORKS ; S PEY . _ I TANK DEPARTMENT ACM :11111111111STAIL :ARCH 2008 SCALE: NTS 1 Arizona i el: 888-490-9552 e-mail: sales Wacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-622-2377 TRENCH DRAIN 4 SAN SCALE: NTS � G I , C 43432 cN KMwwt's UPERMIT #014005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'� AGI STS IIM11Moudig. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 - SIDNAL NO. Aug 25 2015 4:1.3 PM CoSj Y Y K O Dlimits of pipe O.D. compaction roI 3' max. T max. 3V VV i I- - 0.15 O.D. min. limits of pipe L - compaction 0.65 O.D. min. t gravel backfill gravel backfill for for pipe bedding foundations when specified A. Metal and Concrete Pipe RAIN B' i 3'MIN. -.•- PRIVATE. JOINT USE UTILITY a ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER. CLEAN-OUT WITH PERMANENT CAP tASIN - AREA DRAIN PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS, EACH 2ND 45" BEND. OWTHM PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). TOP ELEV = 395.50 � removable watertight coupling or flange CAP, AND WHERE ELBOW 2" min. CLEANOUT IS IN � � �- PAVEMENT; IRON RING 8 RESTRICTOR 2 -YR COVER PER IFCO #247 OR EQUIVALENT j ELEV = 389.14 1' min. under pavement 16" max. � \ OVERFLOW ELEV max. W min. PLATE WELDED TO ELBOW = 391.64 W/ 0.90" DIA. ORIFICE elbow restrictor, see detail ----- ---- - pipe supports see Note 6 45' BEND 1 CMP _ min. d`tlet pipe D see notes 1 8 PERMANENT CAP OR CONNECT PIPE 000 INVERT ELEV. �- = 386.14 � 45' WYE TEE, CROSS, OR 45" WYE AT BENDS WELDED RESTRICTOR PLATE W/ ORIFICE CLEA I -WT OlTAN. OF 0.44" DIA. N.T.S. TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4" STAKE G �•�+ TYPICAL PRIVATE ROOF DRAIN MD. PLAN 225.10 ! PUBLIC WORKS DEPARTMENT COLL CT iOSYSTEM �N'tO CROSS SECTION MARCH 2008 ROOF DOWNSPOUT CONNECTION AND CLEA!T 2 SCALE: NTS W (see note 4) limit of pipe zone bedding o material for flexible pipe (see note 6) / i j m O.D. foundation level C A - 4" min. 27" I.D. and under 6" min., over 27" I.D. span span span T max T max n,ax , CLAUSE _ ESPECIFICATM I E 1. Provide uniform support under barrels. �u S( K2fl0 KLASSDRAIN - LOAD CLASS E T PAVEMENT PER SEE NOTE 4 DESIGN 48" T DOCUMENTS GENERAL 12" THE SURFACE DRAINAGE SYSTEM SHALL BE 3. Compact bedding material to 95% max. density; directly POLYMER CONCRETE K200 CHANNEL SYSTEM WITH a> ' GALVANIZED STEEL EDGE RAILS AS MANUFACTURED over pipe, hand tamp only. BY ACO POLYMER PRODUCTS, INC. D MATERIALS 0.15 rise min. CHANNELS SHALL BE MANUFACTURED FROM :• POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. sewers section of the standard WSDOT/APWA MINIMUM PROPERTIES OF POLYMER CONCRETE WILL �, _ BE AS FOLLOWS: Q .� COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI options. The pipe zone will be the actual trench width. TENSILE STRENGTH: 1,500 PSI The minimum concrete width shall be 1 1 I.D. = 18". WATER ABSORPTION: 0.07% 5. Trench backfill shall conform to "Backfilling Sewer FROST PROOF Y E S Q DILUTE ACID AND ALKALI RESISTANT YES WSDOT/APWA standard specifications, except that B117 SALT SPRAY TEST COMPLIANT YES rocks or lumps larger than 1" per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material. THE SYSTEM SHALL BE 8" (200mm) NOMINAL 10" [250mm] Q INTERNAL WIDTH WITH A 10.2" (260mm) OVERALL / < / WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL "V" Q INVERT SHALL HAVE DEVELOPED SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR r " 10250mm 250mm - - � [ ] 10" � � [ ] � PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES NOTES: PROVIDED BY ACO POLYMER PRODUCTS, INC. 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. CHANNEL SHALL WITHSTAND LOADING TO PROPER ENGINEERING ADVICE MAY BE REQUIRED. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD AIR POCKETS. 3, EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL CLASS SPECIFIED AND INTENDED APPLICATION. AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. GRATES SHALL BE SECURED USING 'QUICKLOK' 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE CERTIFIED TO MEET THE SPECIFIED EN DETERMINE PROPER LOAD CLASS. 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. K2 -E -HAP K200 - KLASSIKDRAIN - LOAD CLASS: E ACO Polymer Products, Inc. 825 W. Beechcraft St P.O. Box 245 4211 Pleasant Rd. Haunched Asphalt Pavement Casa Grande, AZ 85122 Chardon, OH 44024 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN 520-421-9988 440-285-7000 Tel: 800-543-4764 DATE: 03/20113 Fax: Fax: 440-285-85 Fax: 803-802-1063 Arizona i el: 888-490-9552 e-mail: sales Wacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-622-2377 TRENCH DRAIN 4 SAN SCALE: NTS � G I , C 43432 cN KMwwt's UPERMIT #014005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'� AGI STS IIM11Moudig. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 - SIDNAL NO. Aug 25 2015 4:1.3 PM CoSj Y Y K O Dlimits of pipe O.D. compaction roI 3' max. T max. 3V VV i I- - 0.15 O.D. min. limits of pipe L - compaction 0.65 O.D. min. t gravel backfill gravel backfill for for pipe bedding foundations when specified A. Metal and Concrete Pipe RAIN B' i 3'MIN. -.•- PRIVATE. JOINT USE UTILITY a ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER. CLEAN-OUT WITH PERMANENT CAP tASIN - AREA DRAIN PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS, EACH 2ND 45" BEND. OWTHM PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). TOP ELEV = 395.50 � removable watertight coupling or flange CAP, AND WHERE ELBOW 2" min. CLEANOUT IS IN � � �- PAVEMENT; IRON RING 8 RESTRICTOR 2 -YR COVER PER IFCO #247 OR EQUIVALENT j ELEV = 389.14 1' min. under pavement 16" max. � \ OVERFLOW ELEV max. W min. PLATE WELDED TO ELBOW = 391.64 W/ 0.90" DIA. ORIFICE elbow restrictor, see detail ----- ---- - pipe supports see Note 6 45' BEND 1 CMP _ min. d`tlet pipe D see notes 1 8 PERMANENT CAP OR CONNECT PIPE 000 INVERT ELEV. �- = 386.14 � 45' WYE TEE, CROSS, OR 45" WYE AT BENDS WELDED RESTRICTOR PLATE W/ ORIFICE CLEA I -WT OlTAN. OF 0.44" DIA. N.T.S. TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4" STAKE G �•�+ TYPICAL PRIVATE ROOF DRAIN MD. PLAN 225.10 ! PUBLIC WORKS DEPARTMENT COLL CT iOSYSTEM �N'tO CROSS SECTION MARCH 2008 ROOF DOWNSPOUT CONNECTION AND CLEA!T 2 SCALE: NTS W (see note 4) limit of pipe zone bedding o material for flexible pipe (see note 6) / i j m O.D. foundation level C A - 4" min. 27" I.D. and under 6" min., over 27" I.D. span span span T max T max n,ax , Flexible Pipe NOTES: Min. dist. between barrels I c 1. Provide uniform support under barrels. 30" to 96" �diam. / 2 102" to 180" 48" 2. Hand tamp under haunches. 18" to 36" 12" 43" to 142" 3. Compact bedding material to 95% max. density; directly 148" to 199" a> ' M over pipe, hand tamp only. D Cn OO 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary I' sewers section of the standard WSDOT/APWA limits of pipe j_________ �, _ _____�. ____ specifications for trench width "W" and trenching compaction 0.65 rise min. options. The pipe zone will be the actual trench width. X -.F- _____o,_ backfill for The minimum concrete width shall be 1 1 I.D. = 18". gravel backfill / gravel 5. Trench backfill shall conform to "Backfilling Sewer for pipe bedding foundations when specified Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with T maximum shall be O.D. until O.Q. equals 3'; at which point 3' shall be used. T-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". ®Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe conic., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" �diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148" to 199" 48" Y STD. PLAN - 220.0C PUBLIC WORKS PIKE COMPACTION DEPARTMENT pEi16M AND BACKFILL MARCH 2008 PIPE COMPACTION DESIGN AND BACKFILL SCALE: yrs 5 ACC owwc ACC arcreo: JJG REVISION BY DATE APPR 1 MP111101i'llw- PAVEMEENT PER PLANS frame 8 solid cover marked "DRAIN" with locking bolts see note 3 j vertical bar grate for rde W. S. p secondary inlet handholds, steps or ladder I 2'rein. 36" CMP inlet INVERT ELEV. = 386.14 c shear gate with control E rod for cleanout/drain 12" (rod bent as required for vertical alignment 12" with cover) o E N 12" 2' min, clearance Lo any portion of frop-T including elbows NOTES: A 1. Use a mimimum of a 54" diameter type 2 OUTLET I catch basin. 12" CPEP 2. Outlet Capacity: 100 -Year developed peak flow. 3. Metal Parts: Corrosion resistant. elbow restrictor Non -Galvanized arts rferred. P � see detail Galvanized pipe parts to have asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less a". 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum 3'-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. G/ �)' PUBLIC WORKS FLOW RKSTRNCTO * ` /t DEPARTMENT OIL POLLUTION CONTROL �.ivT TEE DETENTION CONTROL STRUCTURE Cn TW -WH WMLL r5 PER DETAIL C-4 WASHLIEDD ROCK 6* PERFORATED PVC X X, SDR35 x/\ NON -WOVEN IT 1 XTI FOR SEPARATION PER 1/ • TABLE 3. PERFORATED DOWNSPOUT CONNECTIO SCAa: NTS AS NOTED CITY OF RENTON DATUM Planning/Building/Public •Dept. 91D. PLAN - 297.00 MARCH 2008 SCALE: NTS 3 TACO TIME RENTON HIGHLANDS 4 5*4 LL t 40051(S STORM PLAN DETAILS 08.25.2015 D y INLET FROM t Tangle as necessary see note 7 2' min. / - / - DETENTION TANK 36CMP addtionaI ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with wafer p ' PLAN VIEW rn G/ �)' PUBLIC WORKS FLOW RKSTRNCTO * ` /t DEPARTMENT OIL POLLUTION CONTROL �.ivT TEE DETENTION CONTROL STRUCTURE Cn TW -WH WMLL r5 PER DETAIL C-4 WASHLIEDD ROCK 6* PERFORATED PVC X X, SDR35 x/\ NON -WOVEN IT 1 XTI FOR SEPARATION PER 1/ • TABLE 3. PERFORATED DOWNSPOUT CONNECTIO SCAa: NTS AS NOTED CITY OF RENTON DATUM Planning/Building/Public •Dept. 91D. PLAN - 297.00 MARCH 2008 SCALE: NTS 3 TACO TIME RENTON HIGHLANDS 4 5*4 LL t 40051(S STORM PLAN DETAILS 08.25.2015 D y ' -9m �* C Z p ' C rn v �: C Z M Z D Cn OO D y D C : b Z ' CD t7l COO 0 v �: C O �O D TI 0 v M �O D �� F REFER TO RECORD " 20LF 6 0 PVC SDR35 O 2.096 - i DRAWING S-0344 FOR FURTHER , FU DETAILS j I - - j, v 5 6 11 ,� PYC SDR35 • 1.5% �- L � SSMH j STA: +95 117.00R RIM: 3 IE IN: .00 6" (S) PLUGGED IE OUT: .95 8 (W) EXIST. I SS SS F 6*0 PVC S 5 � ' S 8 Aw INTE �i _ A: 10+04.15, 148.158 ' RIM: 39711 IE OUT: 3 .03 fi ) 23LF 6" DI CL52 0 1.5 GREASE IN IE: 394.04 6" 6LF "0 DI CL52 0 2.0% j IE IN: '• O i �' AREA DRAIN w 6 0 DI 4 ST 1.10, 186.69R(D m Cn RIM: 396.68 Q i' z �I IE OUT: 394.41 6" (NW) Z 1` SSCO 2 9 O TYP. # v Q i STA: 10+22.249 1 T3.80R f J RIM: 396.67 .. m 0-0 vi CL j - Jj Jj , 0 UTILITY CROSSING i- rt77 SS INV: 394.34 z SD CR. 392.49 I W 32LF CO DI CL52 0 1.5 W SSCO #3 � I I I � :........ STA: 10+52. � 1, 175.138 RIM: 396.95 i- IE: 394.61 6 I 0H 8 Gt I I U EE EH- E� 26LF 600 DI CL52 0 2.0% "� I 1.25' SSCO # V, BUILDING SETBACK LIME STA: 10+52.45, 1 1.1 9 3R , I, I 1I I IN: .94 PRO l APXIMATE LOCATIONI � E: 3903 6" I - OF 10 WIDE STORM 1 ` L EASEMENT REC. N0. J I I 8312150539 EXC. 10. I t I TO BE RELOCATED. �- I I 1 I I I I i I I STARBUCKS BUILDING � I � 2)16� SQ. FT. I I li1I � I , I iI DS i 'all� (T ■ �---- �-------------/---� L « i i 1 � I I j 112LF 1-1/2"0 HDPE U11UTY CROSSING FORCE SERVICE UNE SS INV: 392.61 SD CR: 389.73 GRINDER PUMP ;. IE OUT: 391.10 2" (W) `` GRINDER "PUMP r IE IN: 390.42 6 (SW) 18LF 6w0 PVC 'SDR35 0 2.t - 1 LF 6"0 PVC SDR35 0 2.0% SS SSCO #6 STA: 10+33.22, 45.85R 2 RIM: 394.22 IE: 390.67 6" 1 LF 6"0 PVC SDR35 0 2.0% S_SCO #5 STA: 10+38.901 50.558 RIM, % 394.32 E: X0.81 6" 9 TYP. 11 LF 6"0 PVC SDR35 0 5.7% L7 v F 8 - III ----- -- i, SSCO #4 SSCO #7 Sf A: 10+48.92, 49.81R STA: 10+52.88, 32.97R RIM: 394.96 RIM: 394.96 I E: 391.40 6" I E: 392.80 6" I I \77 TACOTIME BUILDING I I I 30 9 -(Zr) FT I f I I fi r^^ S PROPERTY/BOUNDARY LINE 2LF 6'f r 2 0 ? EXISTING CONTOUR 210 PROPOSED MAJOR CONTOUR E OR SS OUT: 392. (I SANITARY SEWER CLEAN OUT INTE I LA I � F -i I I it ,I AREA OFLANKET CONTAM" FJ 0 10 POWER EASMENT REC. 3 NO. 8308120632 EXC. 9 '7' �) Imo, 0 0 0 5-38010 10 5 0 10 LEGEND r^^ S PROPERTY/BOUNDARY LINE 2LF 6'f 5 2 0 ? EXISTING CONTOUR 210 PROPOSED MAJOR CONTOUR E OR SS OUT: 392. (I SANITARY SEWER CLEAN OUT INTE OF W IN: 392.55 (S) or 6'f PVC GAS LINE © GAS METER KN GAS VALVE SS INV: 392.73 POWER LINE T GAS CR: 391.7 0,m I LA I � F -i I I it ,I AREA OFLANKET CONTAM" FJ 0 10 POWER EASMENT REC. 3 NO. 8308120632 EXC. 9 '7' �) Imo, 0 0 0 5-38010 10 5 0 10 LEGEND r^^ - - - PROPERTY/BOUNDARY LINE 4 CC ' C G BUILDING FOOTPRINT 2 0 ? EXISTING CONTOUR 210 PROPOSED MAJOR CONTOUR 213 PROPOSED MINOR CONTOUR SS SANITARY SEWER SERVICE UNE • SANITARY SEWER CLEAN OUT # SANITARY SEWER COUPLING W WATER SERVICE LINE IR WATER IRRIGATION LINE G GAS LINE © GAS METER KN GAS VALVE P POWER LINE T TELEPHONE LINE 0,m LIGHT POLE SHOWN FOR REFERENCE ONLY. REFER TO SITE LIGHTING PLAN. lm WATER METER N CHECK VALVE -+ THRUST BLOCK I CAP T BLOW OFF VAVLE U I ILl l Y NOI Lb: REFER TO SHEET C5.02 FOR UTILITY NOTES. SHEET NOTES: (DFRANCHISE UTILITIES TO BE DESIGNED BY OTHERS AND ARE SHOWN AS CONCEPTUAL ONLY. W TO EXISTING 1 INCH WATER METER AND PROVIDE 1.5" WATER SERVICE TO BUILDING. 1 (DCONNECT C5.0 (DTAP LDING. 6" WATER MAIN. PROVIDE 1 " WATER METER AND 2" PE WATER SERVICE LINE TO BUI1 C5.0 2 (Dl500 GALLON GREASE INTERCEPTOR PER DETAIL. C5.0 O5 TEE SIDE SEINER INTO EXISTING SEWER LINE. APPROXIMATE IE = 393.65f. 3 52 CONTRACTOR TO FIELD VERIFY LOCATION OF SANITARY SEWER MAIN PRIOR ,0 C5.0 5.03 TO CONNECTION. 6�TEE SIDE SEWER INTO EXISTING SEWER LINE. APPROXIMATE IE = 393.81±. 3 5 2 CONTRACTOR TO FIELD VERIFY LOCATION OF SANITARY SEINER MAIN PRIOR C5.0 5.0C5.03 TO CONNECTION. (DPROVIDE AREA DRAIN H .0 8O GAS METER DESIGNED BY PSE. �O6 9 SANITARY SEWER CLEANOUT PER DETAIL. C5 0 10 TAP EXISTING 8" WATER MAIN PROVIDE 1 " IRRIGATION SERVICE LINE WITH DOUBLE CHECK VALVE ASSEMBLY � 1 WATER METER. j 0 11 REFER TO LANDSCAPE PLANS FOR IRRIGATION LAYOUT. + qDGROMR PUMP WITH W -SERIES 48"0 FIBERGLASS TAMC HOUSING TRIPLEX EXPLOSIONPROOF PUMP ri C5 0 SYSTEM PER DETAIL. FURNISH WITH DUPLEX T-260 ALTERNATING PANEL, MODEL NUMBER ' LM000329 P 1, INSIDE BUILDING MECHANICAL ROOM AND A SIMPLEX PANEL, MODEL NUMBER LM000327, PER DETAIL. f -I v s " 15' 1.5 PE WATER SE E LIE WATER EASEMENT (1) 1" IRRIGATION METER (PRIVATE) (1) DOUBLE CHECK VALVE ASSEMBLY 1 1" IRRIGATION SERVICE LIW (1) 8" CAP (MJ) r ��{ ;�I - -�- ---��2 mow oFF AssEJAeLY \ �I i I (1 THRUST BLOC � I 2m REDUCED - ,� / ,v = o., BACKFLOW ASSEMBEY- v+«F � 1n4 J..+ � � �_ :- - -_ - .. ; '� ...... �.: GROUND IIS --HOT BOX TR Tr F C5.0 2" PE WATER SERVICE LINE j- ) ('W E ! 1 1 " DOMESTIC METER `, 20120416004526 EXC. 2 O r . EASME REC. s NO 32 % G j G 1* REDUCED PRESSURE ,, � -_ ._ G TEMP. CONSTRUCTION � ,, ' � ■ BACKFLOW ASSEMBLY ABOVE N B E! ET EASEMENT B EC. N0. - _ 1 ` 11 GROUND NTT BOX 10 f LF 8 10 j aI LAI I, 20120416000526 EXC. 12 s� 3 I EXIST. HYDRANT \ i - ,_ a EXIST. i8 - v R aca"U F,! F) �C-0ETER �mP E BINET __i:�WE T , A EXIST. 8"X6" TEE ' I / v P(GN) P(aH)Z. I CJGP(UG) '~ I ����Gl _ �, � ,,,---���(((;;; X13 �\ � ,y. M / a<anh Pia P<oFl� Pio"; -�I-' ) r,��''��� /J (I (� ��PCUG) ' RIG 7�----� f�(('puYr���r �'f: Li P./OG) �J -- - / E TEL , `l� A NUI L T \ I � P(aH) _ F<aH J'-'�� � F'(Ow - F:DH) GLIY P � � P \ `�I�J /- � _]� � � V LY.i!.L�]� 1 ,flr _i \ y r \ \ � J Li i --_ - / j PraH> Pip araH� P(OH� i P(N+J 7 Y I E T �% �l� /�\ LT J � � ! i vim} ryv+� ... 'MF - .. p > F' l • IL "f A„ :{l. .i; T - T ---- �� / C �_J 1 ' - --- � � UTILITY �� ---j T y F�; ��> -- -rte 2--,--�_ T .` i , _ �. _ P `-T T -- -r / T --- T �-ro-c�� '�. T - l U Li J IC, �II 1 1 2--`O T _I� / j- T \��'I �� i �jL o.- F, _ r ( T �:. �� �]) - T T T \ P C �I ` 1MIi1 . F'.OH F 1T- 4 - j �` 7 . P�Hs PSI �, t '�U T T T (,,. _ `\__ // U�]� T T �_ P C - i.i �7 ---�_ _ 7- T �� J �7 . T - T �l �_I T T T _ _ WATER CONNECTION VIEW aH Pc W �P X I T 1 T - T P (UG G \ a T T P U G P 1 SIGHT PWE �' -- - _ --- � VVB 0 SCALE: NTS P'-�WE �NORTH PER CITY � l AN ( 3 1 r«wi. ..�SLOERM 08.25.2015 � TACO TIME RENTON HIGHLANDS Stet �. moo. AS NOTED CITY 0 F i e= KJP REN TON u, oo�;��F"L. KJP aws" Na N y °NE 11°" DATUM �, �43432 }�v� CHoc law. K�rwvi s UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM �'� CIS r . C� JJG IF � Planning/Building/Public Works Dept. UTILITY PLAN C5.01 CM bOM you dig. 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 `sI OVAL NO. REVISION BY DATE APPR o- S AiOO ' Y ter: or- - 12 16 Aug 25 2015 4:1.3 PM COS; ,8n W R I B 4005664 .. _, . > -r- r^^ a z n Y+n 4 CC ' C G z m � QCD C n � � O = Vl Wy n ,^ 0 m D 0T o Li m m � QCD T O = Vl Wy T 0 D 0T o Li m 0m- T M C/) z 0 F- Z w Q ­> J (Z V Z 0 i' - Z W Er W M �_ 0 U Q I 9 49 9 C CITY OF RENTON SANITARY SEWER NOTES AND SPECS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WiTH THE STANQARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUNNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PUNS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PUN MUST BE OBTAINED PRIOR TO BEGIMW ANY WORK WITHIN PMC BHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSOUTY TO SECURE ALL NECESSARY PERMITS PRiOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED PRO ED BY THE CITYF 0 RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BI#I.T DRAW OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROF'ESSMAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL hALl. BE PLACED EQUALLY ON BOTH SIDES Q D S OF THE PIPE IN DYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAX" DEPTH OF 8 INCHES, THOROUGHLY TAMPMNG EACH DYER TO 95 PERCENT OF MAXIM M DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 DIETERS DESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND NOTE: 5106 -GA- I 500 PROVIDE 2" PVIC LATERAL VENT. ROUTE VENT INTO BUILDING, SEE MECHANICAL PLANS FOR CONTNJATION. 11'-2" 10'-4" 2'-5" -_- .. 3'-2" T.. m -- - - - f� -.? ,� 1 , 2 Vent __ � Term -A -Duct '` ' �; % s 1 Each End j r5❑ o ❑ c3,\ ''., / d❑ ❑ D '\ ; / -0 ❑ ❑ ❑ u�,. ( ) ❑on❑b❑❑ �.D❑❑nno❑ o❑o❑❑❑❑ 9 . r' i l'p ,, 1 � (� ti i f -` 1 `� t I ( r1❑D❑❑0'3[1G• � E r - n`1� --� iJ❑ ❑❑❑D❑DD❑❑ ❑O❑❑❑❑❑❑ I 1�, i 1 I - E' b- -.- i rS❑no❑ o;a 1 i DD ❑ ❑DO D 1 1 � i 1 1- I �'1 i A t i 1 I'0 V L ❑ \. I -, T - I/ :K IV 2 -Ton Lift Anchor 2 -Ton Lift Anchor (4 Places in Top) \_ (3) -No. 24 x 4 Casting (Each Corner) (Bolt Down & Gasketed) 24" Dia. Clear Access I I o -t• �. o. I � r f l �i SECTION AA Notes: Designed in accordance with iAPMO/ANSI Z1001 Manufactured per ASTM C1613 - Loading per ASTM C890 for AASHTO HS20-44 vehicle loading and maximum soil cover of 5-0" - Maximum allowable DFUs (Drainage Fixture Units) = 172 (equivalent to 1,500 gallon size) - Corrosion resistant coatings can be applied to extend the life of the tank. Contractor Requirements: - Ventilate the interceptor to open atmosphere - Leak Test per IAPMO/ANSI Z1000 Section 9.1.2 to 9.1.4 Manufacturer's recommendations: Ventilate each end to open atmosphere. - Prior to "Start Up" of System, fill with clean water through inlet bay to bottom of transfer pipe (approx. one foot deep). - Follow Regular Inspection, Cleaning, & Maintenance Schedule (See Clean Out & Maintenance). C� P recast t ; 5106 -GA -1500 5106 -GA -1540 � Ll GREASE INTERCEPTOR File Name: 020ECG5106GA 1544 AL N PO Box 2 Wilsonville, _ Issue Date: 2015 G �-� 3 3, so e, Oregon 97070 0323 ........................... .... ..................... .__..__............._._...••----................. Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.comfwilsonville GREASE INTERCEPTOR .� ELEVATIONS ARE NOTED ON THE PUNS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUIL.DiNG/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STMWDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANiNDARD PUNS & SPECIFICATIONS. 11 THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COiIr1PACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDOW %TALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 359 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. UTILITY NOTES: 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET 1 OF 1. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INF►TION PRESENTED ON THESE PLANS CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. 3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. 5. PROVIDE 10' MHMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN WATER, SANITARY SEWER AND STORMMATER LIDS. 6. PROVIDE MINI 7' HORIZONTAL AND 1' VERTICAL SEPARATION BETWEEN STORMWATER AND UTILITY LINES (OTHER THAN WATER, WATER HORIZONTAL SEPARATION IS 100). MHMUM VERTICAL SEPARATION OF WATER AND OTHER UTILITIES IS 12". 7. ANY WORK INVOLVING PAVEMENT CUTS ON NE 4TH STREET WILL INCLUDE PANEL/PAVEMENT RESTORATION PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY STANDARDS. f 6.0B£.31LMt#�f , SEWER t�IP'I `-- TEE WITH 6 StDE QUT'f.ET �` DE: �E .401 C BE 1 L115t#+ G -SE'rlVER.`: 1,5,-5 Pa€tX ; �' !" s` r- / '10 � r n:. r' Y i 3 .: . i" L .� Z-1:, ,� 11 , A . r F£rs PURI A W.I.. OOLPING SEWER r a X: 4.: T. Y fi gT r'a. Ilk f !,�';TLV 1 A.. tE I t r , r. � .. , ,- ' i�t[T . WIT I HEE WOR # S ` a + rt'" N N. ILE`, �i €FAC NDN ivld . '}Sf# l"r 11 F s. LL ' 3 i Y� ,ale £ i , tr.ftS 114 RIN G &; COYR "'�l ., .9i". F.Ti.�ilk✓ f�,. I .3 �f`�t, , .. t I" F;. r s i.� �+�y �y ,k T 1 1 I iT 4 ;FAST ;i��?I3�N IRS W KS R ..1. OR ,, r E_.; fIFNDIE0 T 'THE :tura ( #I�tE a't 10;: ifs r o ., Fv.1 . fE f CSI t: d- SPECIFY "f "$E1K- R 's'. N LO, 5E '1 t'0. PLAN. 40,11 i"OR INSTALLATION) ..) A4rCEPITABLE P'€��,3,EDt$R S Ft?R::z1DE SEWERE:;OPO4ECT'ION} S TO MAA N UNES ARE AS FOLL Off - I I y � 'MT A 0,`T 's',tF9EI1' ;�i,.A',T �i,�f�, N - CUT IN A NEW. E 1ION O1.r-, �Efit�l A MAIN ill H, A N W TEE1. UacN-6 F€,EOKE Gi�d,iP'1NN ,S: (FEERNC,0 OR APPROVED EQUAQ�l Q . CEDE E*.' MAM u£ 1 T €N tk d dv` S ; TION,, C,;}� SEDAER.: MI.AJIN' 't�+1T . y r i r y;,., A bl TE... - . N t d , Tv ' IvLN�I. � _h#,,.s,...,>z I.31�. t~) ,€ Lt ,r� r'' i . • k A >; v.Y f f1 Z rx �.: � lJs£P,`�i ,� *THI n e . ; •':zR 'st . d°sf^ N^ �e J n >,1�?ili.t"O WIT.. PO�.4>I�.. S .D �. � . J �.�. � tw 1.. a - , i 4` E t Alr; <,En T LAE A t Tlr �#kNwt.s ;dsxl rpt PN 1h'fcs. DSAM T E ( r'. .. f" 1tsTiLE H.D .He11kjN�1 rMD1.4.LEi iTft A:RI*eil<r ,A�}.f3F APPROVED. . EQJAQ 11 s^ _ SHALL t f , iw1AAj�t s tsf C l�si;'s) �,': T't"" :" t.A 3~I :, f,>~ ,..r�i E �' ,�L f,i i'$ � T J A. H'D A s• t�.�-.NU ACTLIREO , t NO-, ;1 OUTS Q;f? THE E Sii iA£ L E QORIE-C.N�iLL f$.. g A f-•-•• 6.E i r ,�..�.�%{i ABLE MAX 1 FOR CAST €Rdq PIPE, t t CEP; D£UCIT€LE IRON PRE, . k N. s � 11 -- 6" g £1. IDE OUTLET TEL I "� SEWER l5l" MIN, M AIN I j,: �I` CRETE 'BL��� KIiNG ANGLE :zE TE£ A MAIN OSI. -R, 2, LL�2 11) t.JN ESS t,)TH�€FRWI E SI°st. W C). -N PLAN4 SIDE.SEINER,S�€AL HA'�Af~ Atli IVlt�; € 2. a' O:'�dER T r t Ot EFT ;:INS µ . LO'A TH. A::1 THE L -O' T HOU-SX. LEVATI�, , `AHRK �1.�::' ER .H s LGWER� -,.r' fas .' 1 w V.k L A y[ .., . ,. 4 ,, . - - " � w tl Z Oda •T As` - _ . PUN: let -;:� :."v� I !►: ?::.. ,I - i l-" NM ' "'fit UM) '; 1 ' _ 1 +I . SIDE SEWER lle� 2___ r,t NNN1ll00ff1fih� SCALE: NTS S SI ti, 1: �r 11 I. 11 � tI 43432 UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM N. X61 GI ST'E�' 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IDNAL E NO, Aug 25 2015 4:1.3 PM COS WATER PLAN GENERAL NOTES Standard Plan No. 300- 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PJBLK WORK'S STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SIw110FWA 10NS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL R KEPT AT THE JOB SITE WHENEVER CONSTRUCTM IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRiOR TO THE START OF OONM"1RUCT10N. THE CONTPAIC'TOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERNulflS TO "O" I-TRUCTiON. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS Stall ME NEW AND UNItAAN1AfGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF MENTON lRIC1R TO IIIIIIIIINGIING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOiNT. CAST IRON OR DUC'Tillr MON! PIPE FITTINGS SHALL R CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL K WitAPPIED WiTH 941AIL SLACK, TUNE TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR POPE DIAMIIE ER OF 104MM OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL R 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRiOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DIWEWAYS, AND 25 PERCENT MOD IN UNPAVED AREAS. ALL PiPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN RACE IN AfCCOR0IAMCE WITH CRY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND MORi' MAL IIIEIEDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQIMRED ON ALL MECtIANKAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PIOR TO BEING FLUSHED DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL. SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKMM6 FOR TESTING AND MJMTY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN E01171NIS MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 130 PSI AIM WORKING PRESSURE WiTH A MINMAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MA=MJh4 OF 5 PSI SURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE Stall R DNSMrffCTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUNK WORKS IMIIIIIECTOR. 9. THE CONTRACTOR SHALL NOTIFY THEF T CITY O RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EVO6E THE EKWrM WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADA/7ORS AND F TVM REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATES AND MOViDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE E1RTOG WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE REST NATION. V ,J fi Biu max. . E s r�rI I OOW ACT". h. If Of &DX 00JILD +CAUSE .? AKAIX <W 'PC % :. :ter 0-11'' �{ {} 11 1 ji �. I I, , 4-1 - - �,,Il �-�-- i ,., iRiY,4TE. p£ �NtAB&tfG. low ' �,11 _ t 'N : i. f 1_/ . . ti - Ra I.. FN .� : 4 ..'S •I j ^.s ; �'k:, F ��AT?f.1i''� 1;=i I � f, , i✓ ? t �t r t. 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M C3 r-Wir�fraf ants. fsE the i#E rt �;z ► d if va s d Elf - : LR`.: ". Y rx; l # Y A " 9, ,fit£ I^ni rg sewer anti sidle- yrs' igh ti•ave boad r.e� in '�% amordaoce with stamid and >eirawkxg s. Z <• A 1f~,_ Ti vgs sIzratl .f„_ •d: r€fi�eiss'ta:E n I0 fit oriz i ttsl ar.460n bsetwer en .�:fs £" �3 eS.W. tfsxy ( .seer asr i w�t+rr v+ e$ ar�d a rrrrrirrr-�rrf s fcrcft Es<rtr. h,onz4wtol aeti1s otion ts:etweeri �rttta ri y. ,ss * 3**4f,& ond ."A .6thil r S y - 0"Intlies. . T 4. CALL FOR L:OL•.A,TIC ;a BEFORE ORE .3r -)U <� 1-G. =�_8HR LOCATORS 1- -424.,. 55.55 sm.. � - PUBLIC ' '�O �:S _ - __LIM: TO - £ I: R � L, "~CT , -SEPT MBIRR .20 ..2. SANITARY SEWER CONNECTION 140� 3 SCALE: NTS SCALE: NTS 5 SC#U: AS NOTED �O _ Wal KJP DRNM KJP owE wayAT DATUM JJG AT RJU =MEIF WT OK @W REVISION BY DATE APPR o- SQAJ1'w1D00/MMY RECS aEO LIFT P CKET 11 SC W 1 ':' LONG r - : h. 0 ,% 2'" RAISED PAD - y M. �Q COVER t. 'v v } I ' SAND,1. C•LAS� ��:�00 i �� �1R . . - �.. - 45' 1., S:S BEND. E X A IDA LE: #- OAMI- WATER, "$GHT PLUG _I 11 t FINE MATERIAL AS,SPEC t<I ISD: BY: THE EN G. t R3� - 07I3 CITY OF WL 11111111111111111 RENTON Planning/Building/Public Works Dept. SCALE: NTS \Z� TACO TIME RENTON HIGHLANDS ASA* c.Ll4oa3Y4,5 UTILITY PLAN NOTES AND DETAILS 08.25.2015 11�11111111 "a C5.02 13 X16 C D R,3&fJO'fs-516 4 u_,.-WJE_70% z1> ,4.. " 35 4" PVC Ir... T ' N J OUTLET PIPE 4 PVC Y Butyl Resin Sealant w/Sampling Tee Risers as Required INLET PIPE i if 0 J Baffle Wali w/Tee d • M � '" K 4" PVC Tee 1 in __ , ___� �'FI M M ,;'W ,.., W - o . n�a' . - po (i> �n ! � c' I � -OO N E I / 1, - N E I X . .. _.___ i ii a :I; (-i - i - - - s I 1 �- 4 -t s a a. I 00 E a . 0 1 Q w �..y _ p io I I o Z 0 I M .. P. 1 3 i u, cr' o i� - { - N O i - I I o -t• �. o. I � r f l �i SECTION AA Notes: Designed in accordance with iAPMO/ANSI Z1001 Manufactured per ASTM C1613 - Loading per ASTM C890 for AASHTO HS20-44 vehicle loading and maximum soil cover of 5-0" - Maximum allowable DFUs (Drainage Fixture Units) = 172 (equivalent to 1,500 gallon size) - Corrosion resistant coatings can be applied to extend the life of the tank. Contractor Requirements: - Ventilate the interceptor to open atmosphere - Leak Test per IAPMO/ANSI Z1000 Section 9.1.2 to 9.1.4 Manufacturer's recommendations: Ventilate each end to open atmosphere. - Prior to "Start Up" of System, fill with clean water through inlet bay to bottom of transfer pipe (approx. one foot deep). - Follow Regular Inspection, Cleaning, & Maintenance Schedule (See Clean Out & Maintenance). C� P recast t ; 5106 -GA -1500 5106 -GA -1540 � Ll GREASE INTERCEPTOR File Name: 020ECG5106GA 1544 AL N PO Box 2 Wilsonville, _ Issue Date: 2015 G �-� 3 3, so e, Oregon 97070 0323 ........................... .... ..................... .__..__............._._...••----................. Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.comfwilsonville GREASE INTERCEPTOR .� ELEVATIONS ARE NOTED ON THE PUNS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUIL.DiNG/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STMWDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANiNDARD PUNS & SPECIFICATIONS. 11 THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COiIr1PACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDOW %TALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 359 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. UTILITY NOTES: 1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET 1 OF 1. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVENT OF ANY DISCREPANCY FROM THE INF►TION PRESENTED ON THESE PLANS CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY. 3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS. 4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS OTHERWISE INDICATED ON PLAN. 5. PROVIDE 10' MHMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN WATER, SANITARY SEWER AND STORMMATER LIDS. 6. PROVIDE MINI 7' HORIZONTAL AND 1' VERTICAL SEPARATION BETWEEN STORMWATER AND UTILITY LINES (OTHER THAN WATER, WATER HORIZONTAL SEPARATION IS 100). MHMUM VERTICAL SEPARATION OF WATER AND OTHER UTILITIES IS 12". 7. ANY WORK INVOLVING PAVEMENT CUTS ON NE 4TH STREET WILL INCLUDE PANEL/PAVEMENT RESTORATION PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY STANDARDS. f 6.0B£.31LMt#�f , SEWER t�IP'I `-- TEE WITH 6 StDE QUT'f.ET �` DE: �E .401 C BE 1 L115t#+ G -SE'rlVER.`: 1,5,-5 Pa€tX ; �' !" s` r- / '10 � r n:. r' Y i 3 .: . i" L .� Z-1:, ,� 11 , A . r F£rs PURI A W.I.. OOLPING SEWER r a X: 4.: T. Y fi gT r'a. Ilk f !,�';TLV 1 A.. tE I t r , r. � .. , ,- ' i�t[T . WIT I HEE WOR # S ` a + rt'" N N. ILE`, �i €FAC NDN ivld . '}Sf# l"r 11 F s. LL ' 3 i Y� ,ale £ i , tr.ftS 114 RIN G &; COYR "'�l ., .9i". F.Ti.�ilk✓ f�,. I .3 �f`�t, , .. t I" F;. r s i.� �+�y �y ,k T 1 1 I iT 4 ;FAST ;i��?I3�N IRS W KS R ..1. OR ,, r E_.; fIFNDIE0 T 'THE :tura ( #I�tE a't 10;: ifs r o ., Fv.1 . fE f CSI t: d- SPECIFY "f "$E1K- R 's'. N LO, 5E '1 t'0. PLAN. 40,11 i"OR INSTALLATION) ..) A4rCEPITABLE P'€��,3,EDt$R S Ft?R::z1DE SEWERE:;OPO4ECT'ION} S TO MAA N UNES ARE AS FOLL Off - I I y � 'MT A 0,`T 's',tF9EI1' ;�i,.A',T �i,�f�, N - CUT IN A NEW. E 1ION O1.r-, �Efit�l A MAIN ill H, A N W TEE1. UacN-6 F€,EOKE Gi�d,iP'1NN ,S: (FEERNC,0 OR APPROVED EQUAQ�l Q . CEDE E*.' MAM u£ 1 T €N tk d dv` S ; TION,, C,;}� SEDAER.: MI.AJIN' 't�+1T . y r i r y;,., A bl TE... - . N t d , Tv ' IvLN�I. � _h#,,.s,...,>z I.31�. t~) ,€ Lt ,r� r'' i . • k A >; v.Y f f1 Z rx �.: � lJs£P,`�i ,� *THI n e . ; •':zR 'st . d°sf^ N^ �e J n >,1�?ili.t"O WIT.. PO�.4>I�.. S .D �. � . J �.�. � tw 1.. a - , i 4` E t Alr; <,En T LAE A t Tlr �#kNwt.s ;dsxl rpt PN 1h'fcs. DSAM T E ( r'. .. f" 1tsTiLE H.D .He11kjN�1 rMD1.4.LEi iTft A:RI*eil<r ,A�}.f3F APPROVED. . EQJAQ 11 s^ _ SHALL t f , iw1AAj�t s tsf C l�si;'s) �,': T't"" :" t.A 3~I :, f,>~ ,..r�i E �' ,�L f,i i'$ � T J A. H'D A s• t�.�-.NU ACTLIREO , t NO-, ;1 OUTS Q;f? THE E Sii iA£ L E QORIE-C.N�iLL f$.. g A f-•-•• 6.E i r ,�..�.�%{i ABLE MAX 1 FOR CAST €Rdq PIPE, t t CEP; D£UCIT€LE IRON PRE, . k N. s � 11 -- 6" g £1. IDE OUTLET TEL I "� SEWER l5l" MIN, M AIN I j,: �I` CRETE 'BL��� KIiNG ANGLE :zE TE£ A MAIN OSI. -R, 2, LL�2 11) t.JN ESS t,)TH�€FRWI E SI°st. W C). -N PLAN4 SIDE.SEINER,S�€AL HA'�Af~ Atli IVlt�; € 2. a' O:'�dER T r t Ot EFT ;:INS µ . LO'A TH. A::1 THE L -O' T HOU-SX. LEVATI�, , `AHRK �1.�::' ER .H s LGWER� -,.r' fas .' 1 w V.k L A y[ .., . ,. 4 ,, . - - " � w tl Z Oda •T As` - _ . PUN: let -;:� :."v� I !►: ?::.. ,I - i l-" NM ' "'fit UM) '; 1 ' _ 1 +I . SIDE SEWER lle� 2___ r,t NNN1ll00ff1fih� SCALE: NTS S SI ti, 1: �r 11 I. 11 � tI 43432 UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM N. X61 GI ST'E�' 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IDNAL E NO, Aug 25 2015 4:1.3 PM COS WATER PLAN GENERAL NOTES Standard Plan No. 300- 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PJBLK WORK'S STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SIw110FWA 10NS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL R KEPT AT THE JOB SITE WHENEVER CONSTRUCTM IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRiOR TO THE START OF OONM"1RUCT10N. THE CONTPAIC'TOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERNulflS TO "O" I-TRUCTiON. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS Stall ME NEW AND UNItAAN1AfGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF MENTON lRIC1R TO IIIIIIIIINGIING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOiNT. CAST IRON OR DUC'Tillr MON! PIPE FITTINGS SHALL R CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL K WitAPPIED WiTH 941AIL SLACK, TUNE TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR POPE DIAMIIE ER OF 104MM OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL R 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRiOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DIWEWAYS, AND 25 PERCENT MOD IN UNPAVED AREAS. ALL PiPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN RACE IN AfCCOR0IAMCE WITH CRY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND MORi' MAL IIIEIEDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQIMRED ON ALL MECtIANKAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PIOR TO BEING FLUSHED DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL. SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKMM6 FOR TESTING AND MJMTY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN E01171NIS MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 130 PSI AIM WORKING PRESSURE WiTH A MINMAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MA=MJh4 OF 5 PSI SURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE Stall R DNSMrffCTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUNK WORKS IMIIIIIECTOR. 9. THE CONTRACTOR SHALL NOTIFY THEF T CITY O RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EVO6E THE EKWrM WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADA/7ORS AND F TVM REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATES AND MOViDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE E1RTOG WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE REST NATION. V ,J fi Biu max. . E s r�rI I OOW ACT". h. If Of &DX 00JILD +CAUSE .? AKAIX <W 'PC % :. :ter 0-11'' �{ {} 11 1 ji �. I I, , 4-1 - - �,,Il �-�-- i ,., iRiY,4TE. p£ �NtAB&tfG. low ' �,11 _ t 'N : i. f 1_/ . . ti - Ra I.. FN .� : 4 ..'S •I j ^.s ; �'k:, F ��AT?f.1i''� 1;=i I � f, , i✓ ? t �t r t. 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E X A IDA LE: #- OAMI- WATER, "$GHT PLUG _I 11 t FINE MATERIAL AS,SPEC t<I ISD: BY: THE EN G. t R3� - 07I3 CITY OF WL 11111111111111111 RENTON Planning/Building/Public Works Dept. SCALE: NTS \Z� TACO TIME RENTON HIGHLANDS ASA* c.Ll4oa3Y4,5 UTILITY PLAN NOTES AND DETAILS 08.25.2015 11�11111111 "a C5.02 13 X16 C D R,3&fJO'fs-516 4 u_,.-WJE_70% z1> ,4.. " 35 Z Ir... T ' N J -O Z S W Y 2 ` � ", ;�.r 00 Z i if 0 J C : '; m r _ • M � '" K 2 f. m K � 1 in I z m M M rn o H *0 0 N1 N J J W W CD 11 y W 00 O � J J En n 0 y !0 ! "" 0 t:n P- F-� 0.. � �� 4 CD 11 y W O :l;' 1 !`+ _' r� \7 1. T" P, V< • M � '" � 1 111111111111114O En n !0 v M M .1 0 o D M • M � '" CA E< as AL I ZER--___. ',ABLE Qt EXPLOSION PROOF GRINDER PUMP HECK -SIPHi NG BE Ss S NOTE: THE PUMP ASSEMBLIES ARE LISTED BY ETL TO FACTORY MUTUAL (FM) STANDARDS FOR CLASS 1, DIVISION 1, GROUP D, THE LEVEL CONTROL SYSTEM, INTEGRAL TO THE PUMP, IS INTRINSICALLY SAFE ALSO AVAILABLE APPROVED BY CSA FOR CLASS 1, DIVISION 1, GROUP D TRIPLEX GRINDER PUMP MODIFIED BY BCRA AD DB 12/09/10 A DR BY CW'D DATE I I ISSUE SCALEI - 19 YRms EXPLOSION PROOF GRINDER PUMPS LM000373 W (SEE NOTE 7) LIMITS OF PIPE ZONE //j///j/ -1_0" BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D.(SEE NOTE 5) OF PIPE FOUNDATION LEVEL 6)0 BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. 0- A F -Aft , + + PUBLIC WORKS DEPARTMENT PIPE BEDDING FOR SANITARY SEWERS ................. N F.Ww wises IIIIIIIIIIIIIII11m, cm maim ym NT.1 SM. PIAN 405 OCTOBER 2012 2 3 0 13.0 1ac Lei 1117LE ;A L GRINDER PUMP NOTE: THE PUMP ASSEMBLIES ARE LISTED BY ETL TO FACTORY MUTUAL (FM) STANDARDS FOR CLASS 1, DIVISION 1, GROUP D, THE LEVEL CONTROL SYSTEM, INTEGRAL TO THE PUMP, IN INTRINSICALLY SAFE ALSO AVAILABLE APPROVED BY CSA FOR CLASS 1, DIVISION 1, GROUP D 13.1 AD DB 12/09/10 A I DR BY CH -K --'D---[-- DATE ISSUE SCALE SEWER SYSTEMS DIMENSION SHEET, EXPLOSION PROOF LM000374 NDS DURACAST HEAVY DUTY CAST IRON GRATE OR APPROVED EQUAL, GRATE TO BE FLUSH WITH PAVEMENT. NDS DURACAST FABRICATED PVC CATCH BASIN OR APPROVED EQUAL BACKFILL WITH COMPACTED SOIL SEWER PIPE I NVERT ELEVATION CRUSHED STONE WS DURACAST SQLW FLANGED GRATE (P/N D12) WITH NDS WMAST PVC CATCH BASIN CONNECTED TO A SEWER A DRAIN PIPE (VEHICULAR TRAFFIC APPLICATION) AREA DRAIN UPERk*T JU 14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 43432 � GIST 4," '(ORAL NO. Aug 25 2015 4:1.3 PM COI! SCALE: NTS 3 REVISION STATION TO BE USED WITH yJ 90 DIAMETER CHOICES 54 (1) MOD T260 DUPLEX PANEL ANDW )k" Z "ID" 24-60 24-66 SERIES (1) SENTRY SIMPLEX PANEL gym -A SS DISCHARGE 48 X TRIPLEX O 66 r ---- STATIONS SS DISCHARGE WYE ----------------- 114 I ---- I -------------- ----------------------- ---------------------------------------- 1/3-2/3 HINGED----- - I HEIGHT CHOICES COVER OVER CHOI-CE" ALUMINUM LOCKABLE LID -------- ----------- - ---------- - ----------- -------------------------------------------------------- 126 24-9090 j - ---- N F ON A 4" BLOCK (BY OTHERS) "H" COD RANGE"COD" 96 --- ANTI -SIPHON 60 24 ) [7 24 171 DISCHARGE E/ONE EQUALIZER 66 24-30) 30 [�] ------------------------- 1mr \\ DISCHARGE 72 24 36 36 D DUPLEX PANEL K -------------------------------------------------------- �K7/R00-71\0 IMF- 78 4:4 X 2 2 42 X SS DISCHARGE WYE--- I BALLAST COLLAR 10" 8 4 24-48 2 48 BULKHEAD-- - (FACTORY INSTALLED) SUPPLY CABLE r- - yJ 90 4-54 54 CABLE CONNECTOR� --------- )k" Z 96 102 24-60 24-66 60 66 0 gym -A LIFTING ROPE rn (NYLON) O 108 24-72I---- 72 SS DISCHARGE WYE m 114 24-78 78 14 FEMALE NPT 120 24-84 E 84 L7 BACKUP PUMP, RUN BY A SIMPLEX PANEL I 11 1l 126 24-9090 j F ON A 4" BLOCK (BY OTHERS) 132 24-96 ... 96 --- ANTI -SIPHON 138 24-102 I---- 102 Lj E/ONE EQUALIZER 144 2 4 -10 8 E,. 108 [�] 0 (DIMENSIONS ARE IN INCHES) -------------------- 11 --------- ELECTRICAL QUICK DISCONNECT (EQD) DUPLEX PANEL K -------------------------------------------------------- �K7/R00-71\0 IMF- CONCRETE ---------- BULKHEAD-- - (FACTORY INSTALLED) SUPPLY CABLE r- - yJ z m 0 _0 0 CABLE CONNECTOR� --------- z Z CD ~may 0 (FIELD INSTALLED) 0 gym -A LIFTING ROPE rn (NYLON) O m SS DISCHARGE WYE m o 14 FEMALE NPT (FACTORY INSTALLED) if 4 ,: -- I 11 1l Ili,," or II ANTI -SIPHON INLET CHECK VALVE LOCATION %, CT C VARIABLE 30" MIN (2) MAIN PUMPS ---- 0 0 RUN BY A MOD T260 DUPLEX PANEL CONCRETE ---------- BALLAST COLLAR 10" c - --- �;__ ----- -D" FIBERGLASS I TANK WITH ANTI -FLOAT FLANGE 65" (3) SEMI -POSITIVE DISPLACEMENT TYPE PUMP ------ DIRECTLY D RIVEN BY I HP MOTOR ---- - INLET _. CHOICES ------------------------- ---------------------------------------------------------------------------------------------- 4" DWV PIPE (4.50 OD) " PIPE (4.22 0D)71 6" DWV PIPE (6.63 OD) L -J U 6" DR35 PIPE (6.28 OD)X L NSF i 6 CONDUCTOR, TYPE TC I DIRECT BURY CABLE "COD" ------ EPDM INLET GROMMET (FIELD INSTALLED) /--DISCHARGE SLIDE FACE QUICK DISCONNECT SS DISCHARGE HUB "H" 14 FEMALE NPT z (FACTORY INSTALLED) ----------------------------------- ------------------------------------------------ FLEXIBLE DISCHARGE HOSE AL A R!✓ ON rj-F'F ---------------- 25" 196 gal 1 13" 7" 1 102 gal 33 gal VOLUMES SHOWN ARE FOR 048 SCS 04 -2..? --ray A ]/,32 ------- L_ P, By CHK'r- DATE-. 'S 5 U E SCAILE --------------------------- --------------- -------------------------------------------------- t -------------------- mem SEWER SYSTEMS DETAIL SHEET W SERIES TRIPLEX ------------------------------------------------------------------------------------------------------------------------------- NA0155POl SGS CAN 03/31/08 1/16 ------- DR BY CHK'D DATE ISSUE SCALE *EWER OYOTEMS NOTE: WX SERIES, TYPICAL INSTALLATION THE PUMP ASSEMBLY IS LISTED BY ETL TO FACTORY MUTUAL (FM) SYSTEM, INTEGRAL FOR CLTO THE DPUMP,IVISION IS 1, INTRINSICALLY D, LLY SAFE THE LEVEL CONTROL NA0132POI SCALE: NTS AS NOTED CITY OF TACO TIME RENTON HIGHLANDS RE 08.25.2015 ACC RENTON: (L 1 4M5:15' '"'�.°": ACC CHN1111111M.- I ONE em DATUM oMwsrs JJG ATMU EM Planning/Building/Public Works Dept. UTILITY PLAN C5.03 IF IMIN ONE 111111WIl BY DATE APPR Por"Wilk. sPA0111111111111111111my DETAILS 14 W_ 16 j • o > yJ z m 0 _0 0 z Z CD ~may 0 c 0 gym -A rn O m m o >1 >cn 0 _0 0 z CD ~may 0 cn gym -A rn O >cn 0 _0 gym -A ' PROPERTY LINE one o io zo so fW 62� LANDSCAPE PLAN �� �—� SCALE: 1 " = 10' PLANT SCHEDULE TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE TY DETAIL QTY DETAIL 5-5:5-11 DECORATIVE WOOD FENCE PANELS 30 LF 5/1-3.01 01 GENERAL REQUIREMENTS ACER CIRCINATUM / VINE MAPLE B & B 2"CAL 8' MIN. 5 4/1-3.01 w MULTI -STEM 5,556 SF EXISTS TO BE REMOVED N/A 4 4/1-3.01 • LIQUIDAM13AR STYRACIFLUA / AMERICAN SWEET GUM B & B WCAL 6 4/1-3.01 SHRUBS BOTANICAL NAME / COMMON NAME CONT QTY0 DETiA1L. CALAMAGROSTIS X ACUTIFLORA 'AVALANCHE' / FEATHER REED GRASS 5 GAL 27 3/L3.01 X CORNUS STOLONIFERA 'KELSEYI' / KELSEY DOGWOOD 5 GAL 4 311.3.01 0 HEBE X ' RED EDGE'/ HEBE 5 GAL 166 3/1-3.01 ' HELICTOTRICHON SEMPERVIREIS / BLUE OAT GRASS 2 GAL 209 3/1-3.01 ILEX CRENATA 'SKY PENCIL'/ SKY PENCIL JAPANESE HOLLY B & B 20 3/1-3.01 PAXISTIMA MYRSINITES / OREGON BOXWOOD 5 GAL 81 3/1-3.01 ' RO SA RUGOSA / RUGOSA ROSE 5 GAL 62 3/1-3.01 ' THUJA OCCIDENTALIS 'EMERALD' / EMERALD ARBORVITAE 5 GAL 14 5'-6' HEIGHT 3/1-3.01 GROUND COVERS BOTANICAL NAME / NAalE CONT SPACING QTY DETAIL r ry` ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL 24" o.c. 237 2/1-3.01 FRAGARIA CHILOENSIS / BEACH STRAWBERRY 1 GAL 30" o.c. 88 2/1-3.01 TURF SEED FESCUE BLEND SOD 521 SF 2/1-3.01 REFERENCE NOTES SCHEDULE LANDSCAPE ANALYSIS / LOT COVERAGE ANALYSIS: TOTAL SQUARE FOOTAGE OF SITE: 33,702 S.F. TOTAL SQUARE FOOTAGE OF EXISTING IMPERVIOUS SURFACE AREAS: 31,017 S.F. TOTAL SQUARE FOOTAGE OF PROPOSED IMPERVIOUS SURFACE AREAS: 28,835 S.F. BUILDING SQUARE FOOTAGE: 5,236 S.F. PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: 15.5% SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER - 2,535 S.F. INTERIOR - 2,339 S.F. TREE PRESERVATION / REPLACEMENT NOTES: PER RMC 4-4-130'. NUMBER OF PROTECTED TREES TO BE RETAINED: 4 X 5% = .2 (ROUNDED UP) =1 PROTECTED TREES RETAINED = 0 REQUIREED TOTAL CALIPER INCHES OF REPLACEMENT TREES = 12 CALIPER INCHES TOTAL CALIPER INCHES OF REPLACEMENT TREES PROVIDED = 22 A 10,11til 1 -`g:,,corr*% tLied,tor Approval ■ �em r I WL V� Ci TATE OF WJ INGTON ,GISTERED LANIM E ARCHITECT AL R. IN m LIC SE NO. 1436 D • EXPf ES ON 4/smis (V N D I- z� 2 CL L O� W d "' W �. 0 E -- O U 0001 E I 5.13.15 M U 3245 r mug o LAND$CAPE PLAN BCRA 0 ® COPYRIGHT SCRA, INC. ALL RIGHTS RESERVED L1_ 601 CONSTRUCTION SET 32 EXTERIOR IMPROVEMENTS SYMBOL DESCRIPTION QTY DETAIL 5-5:5-11 DECORATIVE WOOD FENCE PANELS 30 LF 5/1-3.01 01 GENERAL REQUIREMENTS SYMBOL DESCRIPTION QTY DETAIL ll".-,,.,",",.,",�-,.-,,.-.,�'*IWET SEASON COVER MEASURES - SEE CIVIL 5,556 SF LANDSCAPE ANALYSIS / LOT COVERAGE ANALYSIS: TOTAL SQUARE FOOTAGE OF SITE: 33,702 S.F. TOTAL SQUARE FOOTAGE OF EXISTING IMPERVIOUS SURFACE AREAS: 31,017 S.F. TOTAL SQUARE FOOTAGE OF PROPOSED IMPERVIOUS SURFACE AREAS: 28,835 S.F. BUILDING SQUARE FOOTAGE: 5,236 S.F. PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: 15.5% SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: PERIMETER - 2,535 S.F. INTERIOR - 2,339 S.F. TREE PRESERVATION / REPLACEMENT NOTES: PER RMC 4-4-130'. NUMBER OF PROTECTED TREES TO BE RETAINED: 4 X 5% = .2 (ROUNDED UP) =1 PROTECTED TREES RETAINED = 0 REQUIREED TOTAL CALIPER INCHES OF REPLACEMENT TREES = 12 CALIPER INCHES TOTAL CALIPER INCHES OF REPLACEMENT TREES PROVIDED = 22 A 10,11til 1 -`g:,,corr*% tLied,tor Approval ■ �em r I WL V� Ci TATE OF WJ INGTON ,GISTERED LANIM E ARCHITECT AL R. IN m LIC SE NO. 1436 D • EXPf ES ON 4/smis (V N D I- z� 2 CL L O� W d "' W �. 0 E -- O U 0001 E I 5.13.15 M U 3245 r mug o LAND$CAPE PLAN BCRA 0 ® COPYRIGHT SCRA, INC. ALL RIGHTS RESERVED L1_ 601 CONSTRUCTION SET L1_ 601 CONSTRUCTION SET W �Z^ V cp _V 0 Lo .d- N po E v c Jv E co 0 1 Lo r N M A O K i i i i i STARBUCKS � BUILDING � (2,163 S.F.) ....... ..... ............. � I , L r M y \ F WORK NMI 0. 0 r ' Z . . . . ........... ............... '.-I .................. STATE OF OIMM TACO TIME � � BUILDING _ . (3.0 7 3 S, F) . . . ...........0 of -A � II�BI11' Il IRRIGATION SCHEDULE SYMBOL DESCRIPTION QTY PRECIP PSI GPM SHRUB AREA FOR DRIP EMITTERS - MEDIUM DENSITY 4,601 S.F. 0.45 in/h 25 22 ONE OR MORE DRIP EMITTERS PER PLANT, WITH DRIP TUBING EITHER ABOVE OR BELOW GRADE. 90% OR LESS FOLIAGE COVERAGE OF THE PLANTED AREA. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Is RAIN BIRD XCZ-LF-100-PRF 6 LOW FLOW DRIP CONTROL KIT, 1" LOW FLOW VALVE, 3/4" PRESSURE REGULATING RBY FILTER, AND 30PS1 PRESSURE REGULATOR. 0.2GPM-5GPM. SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY RAIN BIRD PEB-PRS-D 1" 1 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. FEBCO 850 1" 1 DOUBLE CHECK BACKFLOW PREVENTION, 1/2" TO 2" RAIN BIRD ESP8LXME WITH (01) ESPLXMSM4 1 12 STATION COMMERCIAL CONTROLLER. MOUNTED ON A PLASTIC WALL MOUNT. WATER METER 1" 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 AND CLASS 315 499.2 L.F. PVC SCHEDULE 40 TO 1-1 /2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 441.3 L.F. Wiw C flout Yaw Nwr+wr Wim F%m " ww. sin IRRIGATION NOTES: 1. THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE 100% COVERAGE FOR ALL LANDSCAPED AREAS. 2. REFER TO SPECIFICATIONS AND DETAILS FOR INSTALLATION INSTRUCTIONS. 3. MEET ALL APPLICABLE LOCAL AND MUNICIPAL CODES FOR WORK NECESSARY IN IRRIGATION SYSTEM INSTALLATION. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND USE/SALES TAXES APPLICABLE TO THIS PROJECT. 6. VERIFY ALL SITE INFORMATION PRIOR TO CONSTRUCTION. NOTIFY OWNER/LANDSCAPE ARCHITECT OF ANY DISCREPANCIES FROM PREPARED IRRIGATION PLANS. 7. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UNDERGROUND UTILITIES CAUSED BY INSTALLATION OF IRRIGATION SYSTEM. 8. CONTRACTOR IS TO REFER TO AND COORDINATE IRRIGATION SYSTEM INSTALLATION WITH LANDSCAPE PLANS. AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND LANDSCAPE MATERIAL, EDGING, ETC. 9. TAP LOCATK)N ON PLAN IS SCHEMATIC, CONTRACTOR IS TO VERIFY LOCATION AND COORDINATE WITH OWNER AND ALL OTHER DISCIPLINES. 10. CONTRACTOR IS TO PROVIDE ALL NECESSARY PIPE, VALVES, ETC. DOWNSTREAM FROM POINT OF CONNECTION NOT INSTALLED BY OTHER DISCIPLINES. 11. CONTRACTOR IS TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR TO INSTALLATION OF IRRIGATION SYSTEM EQUIPMENT AND NOTIFY LANDSCAPE ARCHITECT WITH VERIFICATION FIGURES. FAILURE TO NOTIFY LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY ALTERATIONS TO THE PLAN DUE TO VARIATIONS OF PRESSURE OR FLOW AT HIS/HER OWN RISK. 12. INSTALL MANUAL DRAIN VALVES AT ALL LOW POINTS TO ALLOW FOR SYSTEM WINTERIZATION. 13. CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH BUILDING CONSTRUCTION AND INSTALLATION OF PAVING AND SIDEWALKS. ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MAINLINES, LATERAL LINES, DRIP LINES AND CONTROL WIRES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. INSTALL SLEEVING AS PER DETAIL AND SPECIFICATIONS. 14. ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING EXCEPT WHERE SHOWN OWN DRAWING. CAP ALL ENDS HAND TIGHT PRIOR TO BACKFILL USE PVC SCHEDULE 40 PIPE FOR ALL NON -PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS. 15. CONTRACTOR IS TO PROVIDE ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER. COORDINATE LOCATION WITH OWNER/LANDSCAPE ARCHITECT. 16. CONTRACTOR SHALL EXTEND SPARE CONTROL WIRES FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER. SEE DETAILS AND SPECIFICATIONS FOR NUMBER OF SPARE WIRES AND INSTALLATION REQ. 17. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL IRRIGATION SWING JOINT AND VALVE ASSEMBLIES. 18. ALL TRENCHES TO BE PUDDLED AND COMPACTED TO THE SAME DENSITY AS THE UNDISTURBED ADJACENT SOIL. 19. CONTRACTOR TO PERFORM IRRIGATION AUDIT FOR IRRIGATION ZONES AS PART OF FINAL IRRIGATION ACCEPTANCE. 20. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED IN LANDSCAPED AREAS AND WITHIN THE PROPERTY LIMITS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES. AND A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALES. 21. IF PROPOSED IRRIGATION SYSTEM IS CONNECTING TO AN EXISTING SYSTEM, CONTRACTOR IS RESPONSIBLE FOR TESTING AND VERIFYING BOTH EXISTING AND NEW IRRIGATION SYSTEMS PROVIDE 100% COVERAGE. y i 06.13.15 WIL 13245 l nom SCHEMATIC IRRIGATION PLAN Bc Z 0 COPYRIGHT - BCM INC. ALL RIGHTS RESERVED � STATE OF OIMM D WASHINGTON REGISTERED 8 LANDSCAPE ARCM ITECT z m R. AIN chi LICENSE NO. '1036 D EXPIRES ON 4/6/2016 �7� m r r Nz z D y i 06.13.15 WIL 13245 l nom SCHEMATIC IRRIGATION PLAN Bc Z 0 COPYRIGHT - BCM INC. ALL RIGHTS RESERVED � OIMM � z LLj � ao g wz owow o = i o�Q= Ll oU�� <HI� y i 06.13.15 WIL 13245 l nom SCHEMATIC IRRIGATION PLAN Bc 0 0 COPYRIGHT - BCM INC. ALL RIGHTS RESERVED L2.01 CONSTRUCTION SET 0 0 0 0 O (X) O EQ. O DISTANCE (X) AS SPECIFIED IN THE PLANT SCHEDULE. PLANT SPACING 1 " = 1'-0" 10'-0" 5" Illi; ••—•MIL = iill ••�-��� PLANT SO THAT TOP OF CONTAINER ROOTBALL IS LEVEL W/ FINISHED GRADE. PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO STEM. FORM SAUCER W/ 3" CONTINUOUS RIM, PLANT SO THAT TOP OF ROOT BALL IS LEVEL W/ THE FINISHED GRADE. MULCH WATER & TAMP POCKETS TO REMOVE AIR. SCARIFY TO 5" DEPTH. GROUND COVER PLANTING 1"= 1'-0" 329333.93-11 w W .• E Q cn a Lo N a a �P` AIMLESS STEEL CREWS, (2) ID OF LAT - BE STEEL OVED SE LL rED FOR VOOD ITRAL NOTE: 1. DO NOT CUT LEADER. PRUNE ALL DAMAGED OR DEAD WOOD AFTER PLANTING, STAKING AND MULCHING. 2. KEEP CROWN SHAPE TYPICAL OF SPECIES. 3. REMOVE ALL PLANTING LABELS AFTER FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. PLANT SO THAT TOP OF ROOTBALL IS LEVEL W/ FINISH GRADE. PLACE FERTILIZER PRIOR TO MULCH c APPLICATION. FEATHER MULCH TO BASE OF SHRUB BRANCHES. FORM W/ 3" CONT. RIM. MULCH WATER AND TAMP POCKETS TO REMOVE AIR. FILL PLANT PIT WITH 2/3 OF NATURAL SOIL (EXCAVATED MATERIAL) WITH 1/3 OF ORGANIC MATTER. REMOVE ALL CONTAINER MATERIAL. _- PLACE OVER UNDISTURBED SOI.. UNDISTURBED SOI-. - SHRUB PLANTING - CONTAINER 1 " = 1'-0" 329333.13-01 4 DECIDUOUS TREE PLANTING Iu = 19-094 ATTACH GUY WIRE TO 2" CANVAS STRAP OR APPROVED EQUIV. THROUGH GROMMETS. (2)12 GAUGE GALV. GUY WIRES W/1/2" DIA. X 18" P.V.C. PIPE ON EACH WIRE. (3) 2"X2" STAKE, DRIVE (MIN 24") FIRMLY INTO SU3GRADE PRIOR TO BACKFILLING. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISHED GRADE. TAPER MULCH DOWN TO TOP OF ROOT BALL, KEEP MULCH FROM CONTACTING TRUNK OF TREE. PLACE FERTILIZER PRIOR TO MULCH APPLICATION. FEATHER MULCH TO TREE TRUNK. MULCH, SEE SPECS. CUT AND REMOVE ALL TWINE WRAPPING AND BURLAP WATER AND TAMP POCKETS TO REMOVE AIR. FULLY REMOVE WIRE BASKET FROM ROOTBALL. UNDISTURBED SOIL. TAMPED SOIL SUPPORT. SCARIFIED EXISTING SOIL. 329343.43-99 PLANTING NOTES: 380717 1. LANDSCAPE CONTRACTOR SHALL LOCATE ALL TREES, SHRUBS AND PLANTING BEDS ACCORDING TO LOCATIONS SHOWN ON DRAWINGS. ALL PLANTING LOCATIONS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE START OF PLANTING OPERATIONS. LANDSCAPE CONTRACTOR SHALL MAKE MODIFICATIONS IN LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT. 2. THE PLANT SCHEDULE IS FOR CONTRACTOR'S CONVENIENCE ONLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND REPORTING IN WRITING TO THE LANDSCAPE ARCHITECT ANY CONFLICTS RELATIVE TO IMPLEMENTATION OF THE LANDSCAPE CONSTRUCTION DOCUMENTS. BCRA SHALL NOT ASSUME ANY ERRORS OR OMISSIONS IN THE PLANT SCHEDULE LISTED HEREIN. THE PLANT SYMBOLS SHOWN ON THE LANDSCAPE PLAN SHALL PREVAIL SHOULD THERE BE ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLAN AND PLANT SCHEDULE. 3. LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT PROTECTION AND MAINTENANCE THROUGHOUT INSTALLATION AND UNTIL FINAL ACCEPTANCE OF LANDSCAPE INSTALLATION AS FOLLOWS: A) ALL PLANT MATERIAL SHALL BE PROTECTED, FROM TIME OF DIGGING TO TIME OF FINAL ACCEPTANCE, FROM INJURY, EXCESSIVE DRYING FROM WINDS, IMPROPER VENTILATION, OVER -WATERING, FREEZING, HIGH TEMPERATURES, OR ANY OTHER CONDITION DAMAGING TO PLANTS. B) PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY IF POSSIBLE. ALL PLANTS NOT PLANTED ON THE DAY OF DELIVERY SHALL BE PLACED IN A TEMPORARY NURSERY AND KEPT MOIST, SHADED, AND PROTECTED FROM THE SUN AND WIND. EACH ROOTBALL SHALL BE COVERED ENTIRELY WITH MULCH. ALL PLANT MATERIALS SHALL BE INSTALLED PER THE PLAN DRAWINGS AND SPECIFICATIONS. C) LANDSCAPE CONTRACTOR SHALL PROVIDE PLANT MATERIALS THAT COMPLY WITH THE REQUIREMENTS OF THE MOST RECENT ANSI Z 60.1 "STANDARDS FOR NURSERY STOCK` UNLESS OTHERWISE SPECIFIED. CALIPER OF B&B TREES SHALL BE TAKEN 6 INCHES ABOVE THE GROUND UP TO AND INCLUDING 4 INCH CALIPER SIZE, AND 12 INCHES ABOVE THE GROUND FOR LARGER SIZES. D) PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. E) PLANT MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. 4. CONTRACTOR SHALL VERIFY AND MAINTAIN ALL SETBACKS, CLEAR ZONES AND SIGHT TRIANGLES REQUIRED BY ALL LOCAL AND MUNICIPAL CODES WHERE APPLICABLE. 5. LANDSCAPE CONTRACTOR SHALL ENSURE THAT THE LANDSCAPE INSTALLATION IS COORDINATED WITH THE PLANS PREPARED BY OTHER CONSULTANTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE OR OTHER PROPOSED CONSTRUCTION DOES NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS AS DESIGNATED ON THIS PLAN. cr_\ yM -C4.. .A.... ---__j L__� I W STATE OF n WASHINGTON S REGISTERED LANDSCAPE ARCHITECT 0 � � �o C7 cn ALWR. h&WAIN �o LICENSE NO. 1036 m EXPIRES ON 4/6/22016 -� Z $m rn �s Z I> 05.13.15 m ra 13245 rr wi 8 s� >� mo m 9 �. PLANTING DETAILS Bcm 0 O COPYRIGHT SCRA. INC. ALL RIGHTS RESERVED L3.01 CONSTRUCTION SET z ' 0 Z W „ S _ �o Ir 7n y O 0 Q � �- CD Z Z'u) Z Z 0 m m rr,� Z � C� 1 a O t,j,I 0 z Ill Q J W � Z � C WinD � Q \ W 0J mr H qw ~ U U Q W z �■ir 05.13.15 m ra 13245 rr wi 8 s� >� mo m 9 �. PLANTING DETAILS Bcm 0 O COPYRIGHT SCRA. INC. ALL RIGHTS RESERVED L3.01 CONSTRUCTION SET