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HomeMy WebLinkAboutR-389774W Q z U C/) U W LJ ry ry I..L U LTJ U) L,J U) LTJ I- V J � W I --I_ U L,J D N M m FRAME AND VANED GRATE #3 BAR EACH #3 BAR EAI #3 B,.. `........... PRECAST BASE SECTION W�8 OR 12" ONEARB HOOP FOR 8" HEIGHT TWO #3 BAR HOOPS FOR IT HEIGHT RECTANGULAR ADJUSTMENT SECTION 2ao,�01 rS�F4'O #3 BAR EACH CORNEF 18' MIN #3 BAR HOOP NOTES PIPE ALLOWANCES TOWNSHIP 23 N, RANGE MAxIMUM PIPE MATERIAL INSIDE & VUECRES T DIAMETER REINFORCEDOR 12" PLAIN CONCRETE 6' ALL METAL PIPE 15' CPSSP* 12' (STD. SPEC. 9-05.20) REINFORCING STEEL(TYP.) SOLID WALL PVC 15' (STD. SPEC. 9-05.12(1)) RECTANGULAR ADJUSTMENT SECTION PROFILE WALL PVC 15" (STD. SPEC. 9-06.12(2)) i4 * CORRUGATED POLYETHYLENE STORM SEWER PIPE 1. As acceptable alternatives to the rebar shown In the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square Inches peribot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed In the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a well thickness of 2" 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, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe Invert shall be 5'. 4. 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. All pickup holes shall be grouted full after the basin has been placed. 8, All grade rings and castings shall be set In mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ° STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 DEPARTMENT MARCH 2008 q � MOTS SLOT - SE AND NOTE jDETAIL H 0 4B J b DD rn O OUTFALL TU STREA DUMP ND P0.LUTANT B TOP SECTION O 24- 4 EQUAL 4"4EQUAL SPACES 4EQUAL SPACES T_ SECTION O N 1 114' a BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots In the grate that are vertically aligned 1. with the holes In the frame. Location of bolWown slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4• Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. * PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL STD' PLAN - 204.30 DEPARTMENT VANED GRATE g MARCH 2008 rI Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECRES T ESTATES & VUECRES T l/ SHORT PLAT 4e', W. 80. 72', 84' OR Or PIPE ALLOWANCES CATCH BASIN MORTAR M(P.) CATCH BASIN DIAMETER STEPS OR LADDrR MINIMUM BASE REINFORCING STEEL DISTANCE Wfit. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE - ICATCH 6' BASIN FRAME AND VANED GRATE (DETAIL 204.00) 8" 0.23 0.15 HLLET z REINFORCING STEEL(TYP.) HANDHOLD h 12' GRAVELBACJffII FOR PIPE ZONE BEDDING RECTANGULAR ADJUSTMENT SECTION 5- 6' OR CIRCULAR ADJUSTMENT SECTION i4 v GROUT, TYPICAL (SEE NOTE 5) 6- .. �...... - ... .... FLAT SLAB TOP 4e', W. 80. 72', 84' OR Or PIPE ALLOWANCES CATCH BASIN MORTAR M(P.) CATCH BASIN DIAMETER STEPS OR LADDrR MINIMUM BASE REINFORCING STEEL DISTANCE Wfit. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE - �Lo 6' 36" 8" 0.23 0.15 HLLET z REINFORCING STEEL(TYP.) N h 12' GRAVELBACJffII FOR PIPE ZONE BEDDING 60" 5- 6' 48' e• 0.25 0.25 72' 6- 8' SEPARATE BASE INTEGRAL BASE 0.35 0.24 CASTAN-PLACE PRECAST WITH RISER O RING 1r �� 72" 12' 0.39 0.29 GRAVEL BACKFILL FOR 8" BT' JJ� PIPE ZONE BEDDING IT 0.39 1 0.29 SEPARATE BASE 18'O.C. PRECAST NTS NOTES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed 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" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, fill the gap with joint mortar In accordance With Standard Specification 9-04.3. 5• All grade rings risers and castings shall be set In mortar in accordance With PIPE ALLOWANCES CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MAXIMUM WALL BASE KNOCKOUT THICKNESS THICKNESS Sig MINIMUM BASE REINFORCING STEEL DISTANCE Wfit. IN EACH DIRECTION BETWEEN KNOCKOUTS SEPARATE BASE INTEGRAL BASE 48• 4" 6' 36" 8" 0.23 0.15 54" 4.5' 8' 42" 8' 0.19 0.19 60" 5- 6' 48' e• 0.25 0.25 72' 6- 8' 60' 12' 0.35 0.24 84" e• 12' 72" 12' 0.39 0.29 g6• 8" 12" 84' 1 IT 0.39 1 0.29 NOTES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed 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" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, fill the gap with joint mortar In accordance With Standard Specification 9-04.3. 5• All grade rings risers and castings shall be set In mortar in accordance With Standard Specification 9.04.3.+ Cormgated Polyethylene Storm sewer Pipe (Bid. Speer 9.05.20) 8 (Std. Spec. 9.06.12(1)) 0 (Sid. spec. 9.05.12(2)) ° STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT F MARCH 2008 PIPE ALLOWANCES F CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN ALL SOLID PROFILE DIAMETER ONCRE'TE METAL CPSSP WALL WALL ,p Pvc© Pvc ap 48' 24" 30" 24' 27' 30' 54' 30" 36" 30" 27' 36' 60" 36" 42" 36" 36" 42" 72' 42" 54' 42" 36' 48' 84" 54" 60" 54" 36" 48" 96" 60' 72" 60' 36" 48" Standard Specification 9.04.3.+ Cormgated Polyethylene Storm sewer Pipe (Bid. Speer 9.05.20) 8 (Std. Spec. 9.06.12(1)) 0 (Sid. spec. 9.05.12(2)) ° STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 DEPARTMENT F MARCH 2008 PUN NTS g.t♦4anlEed F TYP. y prYFr4+f Irsa,etl O.D. SEE NOTE 4 TP0 r+PIP0 T-0 \�/ (TYP.) pijM1 In erA •�Or plug 'low to sc¢rd ' (TYP.) pipe iia 6a a{yAraal IfQ,1f}5 L��-ju 5, tem nuL •/re iron pipe II -rip A°bj�d goW beaN suppul INnEpwtw=.dpipo Iainf2bko l - - 2' 8 T rl�Hree ,IW Nbd SECTION A -A 18'O.C. NTS I M. Ice u1did oowr{hexergl A _ A sg" F11 I" ICE M2aa o7.r in0uer{ pipe Immx dniyn D}w�X,.5 CFS p6* tr$r,,"11I _ clran out ryc hvn Sac 1L'.v 18 oTBr br-hk Csb rn nemssery PUN NTS g.t♦4anlEed '1546 ma for rla2 4]GrrLON"A. gLdHy In%,Amnt In nrd areas. }r � 2' I T gatle Iniad ndclres NOTE& 1. TN# 1rpr1GN that 10r5h1#UuG104 S4 AC 10 pEl+'d1t pprlLp#ChArt� 7egiW #rCslgn. 2. TNmanea may Da Macau no 6mar then TSU feet to one anomer. 11 DO fan along floailne) 31 TWCh Ano 9rW boo rMOSA t+d Woci. Align Iq M10. W1003 OI#II#. 4. Supporl pon spacing or. regLdred by Goll oDVllom to Eivwra grade board rmnelns L -ml. PUBLIC WOM(S 50 FOOT DISPERSION TRENCH STD. PLAN - 224.00 + + DEPARTMnNr WITH NOTCHED BOARD MARCH 2008 '7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY 1 CITY COMMENTS, REVIEW 1 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F° 111212018.- 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG 3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS O 425.827.3063 F 425.827.2423 NO. REVISION I 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 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE 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 OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. 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 BOND. SEE NOTE oO PUBLIC WORKS CATCH BASIN INSTALLATION STD' PLAN - 202.00 ' �•` ' DEPARTMENT MARCH 2008 12" [13-1 LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED I20° TS - APART ON 231/16' (SH-) DIA B.C. PH APAAI RENTON AHEAD OF THE CURVE DRAIN DIA PICIWOLE 11;4- P2-1 LETTERING PLAN VIEW 2S DIA I836mm1 � 1' [25-1 [1Bmm] ems. 21n' TYP COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/6"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA [873-1 25 1/4'DIA [SO-] 1l4' (8mm) DIA 127mm] NEOPRENE GASKET 1/4• 111161 --}1 [152mm1 [&nm] [27mm1 233I6''[A CL OPEN [1e-][594mm] Ila, [3mm1 27 gine' Du ire. [691mre] pT3mm1 34118"DIA GASKET GROOVE DETAIL [867mm) NOTES FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 371701 OR APPROVED EQUAL * PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 DEPARTMENT MARCH 2008 HO SEE NOTE NOTE: ALL THROUGH CURB INLETS MUST HAVE BI-DIRECTIONTAL GRA TES 29' MIN. F TYP. y prYFr4+f Irsa,etl /fes// SEE NOTE 4 TP0 grbo bc-d \�/ (TYP.) SEE NOTE 2 ' (TYP.) pipe iia 6a L��-ju 5, t -, washed rock 4- x 4 suppul t �E - - ,IW Nbd SECTION A -A NTS '1546 ma for rla2 4]GrrLON"A. gLdHy In%,Amnt In nrd areas. }r � 2' I T gatle Iniad ndclres NOTE& 1. TN# 1rpr1GN that 10r5h1#UuG104 S4 AC 10 pEl+'d1t pprlLp#ChArt� 7egiW #rCslgn. 2. TNmanea may Da Macau no 6mar then TSU feet to one anomer. 11 DO fan along floailne) 31 TWCh Ano 9rW boo rMOSA t+d Woci. Align Iq M10. W1003 OI#II#. 4. Supporl pon spacing or. regLdred by Goll oDVllom to Eivwra grade board rmnelns L -ml. PUBLIC WOM(S 50 FOOT DISPERSION TRENCH STD. PLAN - 224.00 + + DEPARTMnNr WITH NOTCHED BOARD MARCH 2008 '7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY 1 CITY COMMENTS, REVIEW 1 ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7F° 111212018.- 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG 3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS-BUILTS O 425.827.3063 F 425.827.2423 NO. REVISION I 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 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRATE 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 OR GRATING IN PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. 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 BOND. SEE NOTE oO PUBLIC WORKS CATCH BASIN INSTALLATION STD' PLAN - 202.00 ' �•` ' DEPARTMENT MARCH 2008 12" [13-1 LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED I20° TS - APART ON 231/16' (SH-) DIA B.C. PH APAAI RENTON AHEAD OF THE CURVE DRAIN DIA PICIWOLE 11;4- P2-1 LETTERING PLAN VIEW 2S DIA I836mm1 � 1' [25-1 [1Bmm] ems. 21n' TYP COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/6"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA [873-1 25 1/4'DIA [SO-] 1l4' (8mm) DIA 127mm] NEOPRENE GASKET 1/4• 111161 --}1 [152mm1 [&nm] [27mm1 233I6''[A CL OPEN [1e-][594mm] Ila, [3mm1 27 gine' Du ire. [691mre] pT3mm1 34118"DIA GASKET GROOVE DETAIL [867mm) NOTES FRAME SECTION VIEW ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 371701 OR APPROVED EQUAL * PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50 DEPARTMENT MARCH 2008 HO SEE NOTE NOTE: ALL THROUGH CURB INLETS MUST HAVE BI-DIRECTIONTAL GRA TES 29' MIN. 1' MIN. 201/4' TYP. SEE NOTE 4 TP0 (TYP.) SEE NOTE 2 (TYP.) L��-ju 5, DETAIL SECTION OA CATCH BASIN 4- (WIDE SIDE) ;H BASIN TYPE 1 (WIDE SIDE) BASIN TYPE 1L FRAME SEE NOTE 1 TOP VIEW SECTION OA FRAME DETAIL NOTES 1. The asymmetry of the Combination Inlet shall be considered when Calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features intended CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the / Frame. The methods for fastening the Safety Bar / Debris Guard Rod MATCH TOPURB HOOD / to the Hood may vary. The Hood may Include casting lugs. The tap TO TOP OF CURB (TYP.) of the Hood may be cast with a pattern. HOOD 3. Attach the Hood to the frame with two 314" x 2" hex head bolts, nuts, ryrypp77 TT and oversize washers. The washers shall have diameters adequate SAF9ONARADEBPJSGUARD to assure full bearing across the slots. 20' • 24' VANED GRATE 4. When bolt -down grates are specified In the contract, provide two FRAME holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 5/8" x - 11 NC x 2" alien head cap screw. Location of bolt -down holes varies among different manufacturers. See BOLT- DOWN DETAIL 5. Only ductile Iron Vaned Grates shall be used. 6. This plan Is Intended to show the installation details of a manufao- turgid product It Is not the Intent of this plan to show the specific ISOMETRIC VIEW details necessary to fabricate the castings shown on this drawing. Ot + � * PUBLIC WORKS OPEN CURB FACE STD. PLAN - 208.00 DEPARTMENT FRAME AND GRATE �NtO INSTALLATION DETAIL MARCH 2008 SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING I 1+- 2'-0" PATCHED AREA COVER PLAN NTS OUTSIDE D,A. 2'-0' DEPTH CLASS "B" ASPHALTT TO BE BELOW BUPPER OF THE UPPER ADJUSTMENT RING OR A MINIMUM OF B" WHICHEVER IS GREATER. MORTAR JOINT(S) (3/B" MEN.) SEE J L- ADJUSTMENT RING (1" MIN.) OR NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4. 7-05.3(1). SECTION A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS 18 PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROVED BY THE ENGINEER. .. STD. PLAN -400.4 PUBLIC WORKS TYPICAL UTILITY COVER PROVED: DEPARTMENT ADJUSTMENT FOR t _,�,�,r PAVEMENT OR OVERLAY pp�r� �l�Z WNb vb 4imWtlnNr DATE RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: hW 03.22.16 MAJ SURVEYED: SCALE: DATE: VERTICAL: NAVD 1986 DESIGNED: MAJ 06.06.16 MAJ s�S AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF VUECREST ESTATES & VUECREST II 09.28. 1 5 hW 08,25.16 " MAI) FIELDBOOK: hw 10.21.16 hW DRAWN: YLP R E N TO N STORM DRAINAGE DETAILS PAGE: MAID 12.06.16 MAJ CHECKED: ONE INCH DATUM TUU DRAWING NO: MAJ IF FULL SCALE PIG nning/Building/Public Works Dept. C24 W h 01.04.18 MN IF NOT ONE INCH 0 APPROVED: SCALE ACCORDINGLY U15007217 / U15007232 SHEET: OF: BY DATE APPR MAJ 24 33 DRS PROJECT N0. 12102 R-389774