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HomeMy WebLinkAboutR-389613GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. LLJ w 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER Q CONSTRUCTION IS IN PROGRESS. QI 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF LLJ O O BACKFILLING ALL CONSTRUCTION. ft� IL 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT a MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S w RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE O ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. [� 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. w ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT SHALL BE WASTED ONSITE OR DISPOSED OF PER STATE STANDARDS. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. I I I E x x O U oo co 00 0 0 U V) Q N 0 0 N \ ai E 0 0 7 CDCID v N 0 i 0 N 0 0 0 N i N LL END, GATE, OR CORNER POST BRACE POSTS LINE POST A3 BAR EACH CORNEF R3 BAR EACH SIDE N3 BAR EACH PRECAST BASE SECTION SITE CONSTRUCTION DETAILS FRAME AND VANED GRATE "�' `SII• ad S G OR 4T• ONE #a BAR HOOP FOR 6' HEIGHT TWO #3 BAR HOOPS FOR 1T HEIGHT RECTANGULAR ADJUSTMENT SECTION 73 BAR EACH CORNEF 1a" MIN #3 BAR HOOP PIPE ALLOWANCES STEPSOR EADdFR � - X a L� PIPE MATERIAL INSIDE BRACE RAIL -//#' TRUSS ROD DIAMETER TWISTED AND BARBED SELVAGE 1 ,. PLAIN CONCRETE BRACE POSTS LINE POST A3 BAR EACH CORNEF R3 BAR EACH SIDE N3 BAR EACH PRECAST BASE SECTION SITE CONSTRUCTION DETAILS FRAME AND VANED GRATE "�' `SII• ad S G OR 4T• ONE #a BAR HOOP FOR 6' HEIGHT TWO #3 BAR HOOPS FOR 1T HEIGHT RECTANGULAR ADJUSTMENT SECTION 73 BAR EACH CORNEF 1a" MIN #3 BAR HOOP PIPE ALLOWANCES STEPSOR EADdFR � - MAXIMUM PIPE MATERIAL INSIDE L DIAMETER REINFORCED OIt 1 ,. PLAIN CONCRETE 15" ALL METAL PIPE CP5SP* 12" {STD. sr rG. 05 201 4.51 SOLID WALL PVC AT {BTp, SPEG.9-06.12{111 T5. PROFILE WALL PVC 15" {STn. SPEC.9 05.12{21} 48" Yr CDRRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1, As acceptable aRemath+as to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the standard specifications),, or wire mesh having a minimum area of 6.12 square Inches per foot shat be used u+Ath the minimum required rebar shown In the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 2. The knoc;Loul dlameter ahal not be great$r than 20", Knockout$ Ool have a wall thickness 42" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, 111 the gap with joint mortar In accordance with Standard Specification 9-04.3. 3. The maximum depth from [he finished grade to the lowest pipe invert shall be 51. A. The frame and grate must be Installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. Ali pickup hales shall he grouted full after the basin has been placed. S. AN grade rings and castings shall be set In nvirtar In aLcordance with Standard Speclilcatlon 9-04.3. SEE NATE 1 ALTERNATIVE PRECAST BASE SECTION PUBLIC WORKS CATCH BASIN TYPE 1 STD, PLAN - 200,00 DEPARTMENT MARCH 2008 BLACK VINYL COATED CHAIN LINK FENCE - STORM FACILITY ONLY NOT TO SCALE FENCE GATE DETAIL - STORM FACILITY ONLY NOT TO SCALE PER WSDOT STANDARD PLAN L-20.10.02, TYPE 3 N0. POST -CHER BAR 19 REVISION CATCH BASIN FRAME AND VANED GRATE (DETAIL 209.001 O HANDHOLo gREGTANOULAR AWUSTMENT $ECTI4NABR CIRCULAR ADJUSTMENT SECTION w v TROUT. TYPFCAL (SEE NOTES) FLAT sLTOP 72!, RV OR i a MORTAR (TVP.) b STEPSOR EADdFR � - CATCH BASIN DIMENSIONS L - � 2 MORTAR FILLET REINFORCING STEEL (TYP.N N ki ,�. [3RAbELBAC NFQL FOR PPE Z077E BmpNG SEPARATE BABE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER � IWaca 1r ' GR4Y6L N1"p LL FOR a= PIPEZO E BEPO" SEPARATE BASE PRECAST NOTES t• N4 Steps are required when height is 4' Or less. 2. The bottom of the precast catch basin may be sloped to facilitate deaning. s. The rectangular frame and grate must be instaled with the flange down. The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" ma)amum. Provide a 1,5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Instaled. fill the gap with joint mortar Irt accoFdanco with Standard Spedticadon 9-04.3. F, Al d t1 r1 d ti hII b t l mor I rd wi h PIPE CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL RASE KNOGJLOUT THICKNESS THICKNESS SIZE MINIMUM BASE REINFORCING STEEL DISTANCE Int iL 10 EACH DIRECTION 33E7WEEN KNOCKOUTS SEPARATE RASE INTEGRAL BASF 46" 4" 6" 36• 8" 0.23 0.15 54- 4.51 8. AT 8" 119 0.19 BT 5" 8" 11 48" 8' 0.25 0.25 72' J 61 a" 60. �7' 0.$5 0.2d 42' 36' Ir 72- 12' 0.39 0.29 ss• R^ 9x aa- 1x• u.3s n.aa NOTES t• N4 Steps are required when height is 4' Or less. 2. The bottom of the precast catch basin may be sloped to facilitate deaning. s. The rectangular frame and grate must be instaled with the flange down. The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" ma)amum. Provide a 1,5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Instaled. fill the gap with joint mortar Irt accoFdanco with Standard Spedticadon 9-04.3. F, Al d t1 r1 d ti hII b t l mor I rd wi h gra a ngs, sera, an cos ngs s a e se n ma r n aCca ante t Standard Specification 9-04.3. (Btdmspec.Wd Ms02(1)) slum s"w"LQua{std.spsL.s�o5zod �J (sig. Spm. -05.12(2)) PUBWC WORKS CATCH BASIN TYPE 2 STD. FLAN - 201.00 `'t + DEPARTMENT MARCH 2008 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. FRAME AND VANED GRATE BASE SECTION SEE NOTE 4 NOTES 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 SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE 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 Yz BOND. 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH 14ONSHRINK GROUT 6- GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATERTIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK /LIFTING HOLES ARE TO BE GROUTED WATERTIGHT. PUBLIC WORKS CATCH BASIN INSTAft-,L A`� f10H DEPARTMENT SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA STD. PLAN - 202,00 MARCH 2008 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM " REceSE D Not to Scale _ n LIFT POCKET SME tY 3/4" LETTERING--°SEW€R" 2' -LV' DIA Ell R - �EIt�R ;IrI� (2) BOLT SOC. L I , � 5,[8' - 11 X 1. � 5Tq�N�(ALLEN �HEAp)SS L -0� F. Pmt 1190981177 'i 11L2"C1►LT "B"5/1 12-1 III _ - y 2-1/4" BELTDI ETAIL 45' (1X8) BEND m 2'-0" L I �A l L^rF' N 8LE OAM rs I PPIPE MATERIAL ASPE�r BY T14E ENGINEER I 1. AN -D C.L AN- �I G ANI E RS�?NI SE R-MA(NS SHALL EE EAiT J�N I K5„ -t II�C. Net 36'98 (P DUCT NO. 0039 3) OR APPROVED�QUAL CLEAN OUT SHALL BE A WA TIPWT �SSEMBLY. 2. ( I UNIMPROVED-AREAS,POUR A V-0" [HICK 2�'0" SQUARE CONCRETE, CLASSI 3Q00, PAD AROUNp THE RING AND COVER, r PUBLIC WORKS DEPARTMENT - E�r STD. PLAN - 403.1 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN 10° (TYP) SEE NOTE 1 HOOK CLAMPS (4) PLACES EVENLY SPACED SEE DETAIL BELOW �A PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWERole END. LOCATE LADDER STEPS DIRECTLY BELOW. A 3/4" DIA, SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) PLAN VIEW NO SCALE LOWER STEEL BAND 45° 3/4" THICK X 4" WIDE UPPER STEEL FORMED TO FIT IN BAND 3/4" X GROOVE OF C.B. 4" WIDE RISER 24" (SEE CB NOTE 1) / QI-G,HAU n U 2 2�G CO Q� ��7NG ENGtN�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z W 0 CQ < 0M 0- LLJ co W ~ _ CO n/ CO Q Z Q W o Q Z W Z�� W 0 � Q 0(13 Q O� GUY y�9 WASy� Q r t� Z p 38950O/Sp �4 SNA E� � 6/11/2018 PIPE ALLOWANCES cfl CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ALLSOLID rAICRETE METAL (;P -';$p (D WALL PVC© PROFILE WALL PVC0 46' 2d° 80• 24' 2r 90" 54' 30' 36" 30' 27' 36" 60' 36" 42" 38" 36' 42" 72" 42" 54" 42' 36' 48" 84" s9' 60" 54' 36' 4B" 96' 'Ir _= W W 96' da" gra a ngs, sera, an cos ngs s a e se n ma r n aCca ante t Standard Specification 9-04.3. (Btdmspec.Wd Ms02(1)) slum s"w"LQua{std.spsL.s�o5zod �J (sig. Spm. -05.12(2)) PUBWC WORKS CATCH BASIN TYPE 2 STD. FLAN - 201.00 `'t + DEPARTMENT MARCH 2008 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. FRAME AND VANED GRATE BASE SECTION SEE NOTE 4 NOTES 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 SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE 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 Yz BOND. 5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH 14ONSHRINK GROUT 6- GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATERTIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK /LIFTING HOLES ARE TO BE GROUTED WATERTIGHT. PUBLIC WORKS CATCH BASIN INSTAft-,L A`� f10H DEPARTMENT SURVEYED: DESIGNED: KEH DRAWN: RDC/KEH CHECKED: KEH BY DATE APPR APPROVED: JGH SCALE: NA STD. PLAN - 202,00 MARCH 2008 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM " REceSE D Not to Scale _ n LIFT POCKET SME tY 3/4" LETTERING--°SEW€R" 2' -LV' DIA Ell R - �EIt�R ;IrI� (2) BOLT SOC. L I , � 5,[8' - 11 X 1. � 5Tq�N�(ALLEN �HEAp)SS L -0� F. Pmt 1190981177 'i 11L2"C1►LT "B"5/1 12-1 III _ - y 2-1/4" BELTDI ETAIL 45' (1X8) BEND m 2'-0" L I �A l L^rF' N 8LE OAM rs I PPIPE MATERIAL ASPE�r BY T14E ENGINEER I 1. AN -D C.L AN- �I G ANI E RS�?NI SE R-MA(NS SHALL EE EAiT J�N I K5„ -t II�C. Net 36'98 (P DUCT NO. 0039 3) OR APPROVED�QUAL CLEAN OUT SHALL BE A WA TIPWT �SSEMBLY. 2. ( I UNIMPROVED-AREAS,POUR A V-0" [HICK 2�'0" SQUARE CONCRETE, CLASSI 3Q00, PAD AROUNp THE RING AND COVER, r PUBLIC WORKS DEPARTMENT - E�r STD. PLAN - 403.1 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN 10° (TYP) SEE NOTE 1 HOOK CLAMPS (4) PLACES EVENLY SPACED SEE DETAIL BELOW �A PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWERole END. LOCATE LADDER STEPS DIRECTLY BELOW. A 3/4" DIA, SMOOTH BARS EQUALLY SPACED (4" O.C. MAX.) PLAN VIEW NO SCALE LOWER STEEL BAND 45° 3/4" THICK X 4" WIDE UPPER STEEL FORMED TO FIT IN BAND 3/4" X GROOVE OF C.B. 4" WIDE RISER 24" (SEE CB NOTE 1) / QI-G,HAU n U 2 2�G CO Q� ��7NG ENGtN�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Z W 0 CQ < 0M 0- LLJ co W ~ _ CO n/ CO Q Z Q W o Q Z W Z�� W 0 � Q 0(13 Q O� GUY y�9 WASy� Q r t� Z p 38950O/Sp �4 SNA E� � 6/11/2018 y. cfl cfl ^_ n n n n o0 z By: Date C15 of N CN CN CN CN C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION 0) N _ RENTON 00 LO 00 1.1 Planning/Building/Public Works Dept. 00 00 U LC L\D L\D Lo z cc _= W W w Y = W _ W _ W _ W _ W Cc Li w LJ LJ w w w w o TO UPPER & LOWER BANDS V) Z N z 0 (24 BARS EVENLY SPACED w ME w SMOOTH RISER VERTICAL BAND HOOK CLAMP ANCHORED - - TO C.B. RISER TYPE 2 CB SECTION A -A STD. GALV. DETAIL HOOK CLAMP STEPS NO SCALE NO SCALE NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 48" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45° ANGLE ON "VERTICAL" BARS AND 4" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED TYPE 2 CATCH BASIN W/ BIRD CAGE DEBRIS BARRIER (48" C.B.) NOT TO SCALE RECOMMENDED FOR APPROVAL z oo o cn w U U Z U) 0 0 C o � U w Q U Li W 3 z w O J of Z w to w W z Q O Li O Q U 0 o m = � U) o d U N M C�� O 0 J NQ N - - a > m w a � � 0 af a 0 Z v LO Lfl oo Cn o Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA SITE B " Dote:CONSTRUCTION y. DETAILS By: Date: Drawing No.: z By: Date C15 of 25 By: Date 0 C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION o PAGE BOOK _ RENTON Permit N O . U15008468 1.1 Planning/Building/Public Works Dept. UD 4815 NE 4TH AVE SHEET GF: z 3/4" THICK X 4" WIDELLJ U LONG SMOOTH BARS WELDED LJ o TO UPPER & LOWER BANDS N z 0 (24 BARS EVENLY SPACED SEE NOTE 1.) 3W o a N SMOOTH RISER VERTICAL BAND HOOK CLAMP ANCHORED - - TO C.B. RISER TYPE 2 CB SECTION A -A STD. GALV. DETAIL HOOK CLAMP STEPS NO SCALE NO SCALE NOTES: 1. DIMENSIONS ARE FOR INSTALLATION ON 48" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45° ANGLE ON "VERTICAL" BARS AND 4" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED TYPE 2 CATCH BASIN W/ BIRD CAGE DEBRIS BARRIER (48" C.B.) NOT TO SCALE RECOMMENDED FOR APPROVAL z oo o cn w U U Z U) 0 0 C o � U w Q U Li W 3 z w O J of Z w to w W z Q O Li O Q U 0 o m = � U) o d U N M C�� O 0 J NQ N - - a > m w a � � 0 af a 0 Z v LO Lfl oo Cn o Project #: 12740 ogress: 4815 NE 4TH AVE RENTON, WA SITE B " Dote:CONSTRUCTION R-389613 y. DETAILS By: Date: Drawing No.: By: Date C15 of 25 By: Date C TY O AS BUILT S TORAGE ONE ON 4TH EXPANSION ION DATE: PAGE BOOK _ RENTON Permit N O . U15008468 DRAWING NO: Planning/Building/Public Works Dept. 4815 NE 4TH AVE SHEET GF: R-389613