1517 132ND ST SE 2024-12-09 - Laserfiche WebLink

EVERETT CHASE BANK L City of Everett Permit Review EVERETT Status:Reviewed for Permit A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 30, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. 09/13/2023 2:36:00PM CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON NOTES AND DETAILS NOTES NOTES O PIPE ALLOWANCES 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR PIPE ALLOWANCES 1. SHOWNINTHE RECASATIVESTOTHEREBAR O SHOWN IN THE PRECAST BASE SECTION,FIBERS 3F' �' SLACEDA CO PRECAST BASE SECTION,FIBERS f MAXIMUM (PLACED ACCORDING TO THE WSDOT STANDARD 1N z0e MAXIMUM (PLACED ACCORDING TIRE MESH HAVINOT G STANDARD a PIPE MATERIAL INSIDE SPECIFICATIONS),OR WIRE MESH HAVING s* PIPE MATERIAL INSIDE SPECIFICATIONS),ORWISQUAEHAVINGA K S DIAMETER MINIMUM AREA OF 0.1254UARE INCHES PER FOOT U DIAMETER MINIMUSHALLB AREA USEDWF THEMINIM MINIMUM EQUIR FOOT SHALL BE USED WITH THE MINIMUM REQUIRED y SHALL BE USED WOH THE MINIMUM REQUIRED REINFORCED OR UJ REINFOONCRET PLAIN CONCRETE IS" REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE p 12" REBAR SHOWN THE ALTERNATIVE PRECAST BASE PLAIN CONCRETE SECTION.WIRE MESH SHALL NOT BE PLACED IN THE FRAM E AN D VANED G RATE SECTION.WIRE MESH SHALL NOT BE PLACED IN THE ALL METAL PIPE 15" KNOCKOUTS. ALL METAL PIPE 21" KNOCKOUTS. 2",4",6",12"OR 24' •CPSSP 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER •CPSSP 18„ 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER 12" (WSDOT STD.SPEC.9-05.20) THAN26".KNOCKOUTS SHALL HAVE A WALL (WSDOT STD.SPEC.9-05.20) THAN 20".KNOCKOUTS SHALL HAVE A WALL ONE 83 BAR HOOP FOR 6"HEIGHT SOLID WALL PVC THICKNESS OF 2"MINIMUM T02.5"MAXIMUM. SOLID WALL PVC THICKNESS OF 2"MINIMUM T02.5"MAXIMUM. INCREMENT,SPACED EQUALLY 21" PROVIDEAI.5"MINIMUM GAP BETWEEN THE 15" PROVIDE I.5"MINIMUM GAP BETWEEN THE WSDOT STD.SPEC.9-05.121 Z WSDOT STD.SPEC.9-05.12 1 KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 1'A PROFILE WALL PVC KNOCKOUT WALL ANDTHE OUTSIDE OFTHE PIPE. RECTANGULAR ADJUSTMENT SECTION PROFILE WALL PVC 21„ AFTERTHE PIPE IS INSTALLED,FILL THE GAP WITH IS" AFTER THE PIPE IS INSTALLED,FILL THE GAP WITH WSDOT STD.SPEC.9-05.122 JOINT MORTAR IN ACCORDANCE WITH WSDOT O S• WSDOT STD.SPEC.9-05.12 2 JOINT MORTAR IN ACCORDANCE WITH STANDARD •CORRUGATED POLYETHYLENE WSDOT SPECIFICATION 9-04.3. •CORRUGATED POLYETHYLENE STANDARD SPECIFICATION 9-04.3. •i STORM SEWER PIPE STORM SEWER PIPE 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE 34•x 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE S.T. 1N° �x TO THE LOWEST PIPE INVERT SHALL BE S.S'. U U) M 2"A",6",12"OR 24" 4. THE FRAME AND GRATE MAY BE INSTALLED WITH 8+ 4. THE FRAMELFLANGE ATE,OR MAY TEGRAL INSTALLED I WITH LU£ W THE FLANGE DOWN,OR INTEGRALLY CAST INTO THE 6 THE FLANGE DOWN,OR INTEGRALLY CAST INTO THE J LLI Ou T ADJUSTMENT SECTION WITH FLANGE UP. ADJUSTMENT SECTION WITH FLANGE UP. Z u Q S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR,AN DTME WALLS S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED LD MAY BESL J g O.M FLOOR,AND THE WALLS MAYBE SLOPEDATA RATE OPED ATA RATE OF 1:240R STEEPER. ONE p3 BAR HOOP FOR 6"HEIGHT OF 1:240R STEEPER. d INCREMENT,SPACED EQUALLY 6. THE OPENING SHALL BE MEASURED AT THE TOP OF 6. THE OPENING SHALL BE MEASURED AT THE TOP OF 1 R u Q= TWO k3 BAR HOOPS THE PRECAST BASE SECTION. V THE PRECAST BASE SECTION. Z @) pl RECTANGULAR ADJUSTMENT SECTION 7. ALL BASIN HOLES SBEENPSHALL ACE GROUTED FULL AFTER c o U 7. ALL PICKUP HOLES SHALLPLACE GROUTED FULL AFTER REDUCING SECTION THE BASIN HAS BEEN PLACED. Z THE BASIN HAS BEEN PLACED. 16\ sEf FRAME AND VANED GRATE - Z w 'S o(7 LLI k3 BAR EACH I I �` I R3 BAR EACH I / / I I /'I Z=A O in CORNER I /'I I I CORNER I I I I LL i 18"MIN 43 BAR EACH CORNER I I I M3 BAR EACH I 2 N R3 BAR HOOP / I I CORNER I Z 18"MIN 'I R3 BAR HOOP W n Q 7 / WSDOT STD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE / l WSDOT STD PLAN B-5.40-01 ACCEPTABLE SUBSTITUTE Z WI rn a3 BAR HOOP / / 7 PUBLIC WORKS z Ln m ' :EVERETT PUBLIC WORKS #3BARH00P BB EVERETT LU " a3 BAR EACH SIDE WASHINGTON DEPARTMENT V WASHINGTON DEPARTMENT z f a _ k3 BAR EACH SIDE LU W Q R3 BAR EACH WAY e � W C . �a. �i6hov / �.x `� oM -x x o�o`�7zov o PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION Hs �� 43BAREACH WAY ` " _1 Js (SEE NOTE 1) CATCH BASIN TYPE 1 402 PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 1L M403 a a (SEE NOTE 1) U 1 NOT CATCH BASIN TYPE 1TO SCALE CITY OF EVERE17 STANDARD DRAWING NO.402 NOT CATCH BASIN TYPE 1EVERE17 STANDARD DRAWING NO.403 ��fM•A�� 0 y NOTES SEESHEET604 PROPER YLINE SEE SHEET 604 NOTES It 24 THE FRAME ESUSAN COVER.S/8"-11 NC%2' OR RIGHT-OF-WAY It 1. PVC MAINS SIDE SEWER CONNECTIONS TO PVC NEW ,4 SHO IN TAINLESS ITHTHE GRATE ALLEN ER SLOTS TYP DE ELEVATION MAINS SHALL BE FACTORY TEES. D" VC TM G �616A r 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,THE FRAME ME THATERS.PROVIDE TWO GRADE ELEVATION RA ALIGN OR EPTTHE SCREWEBEINIG TAPPED,ORE OTHERVAPPROVEO INSTALL SDR35 OR III ARE VERTICALLY 1 -- 2. TYPE R MAIN DLL H USED EXCEEDS 11 WHEN S`YJ'ONAL�G - D SEWER MAIN DEPTH E%CEEDS IS FEET OR A$ APPROVED f APPROVED BY THE ENGINEER.TYPE D SHALL 2023.09.06 MECHANISM.LOCATION OF BOLT DOWN HOLES CAP NOT COUPLING AWWA C900 APPROVED COUPLING BE USED WHEN EXISTING SIDE SEWER 15 a VARIES BY MANUFACTURER. PLUG SHALLOW(LESS THAN 6'DEPTH AT PROPERTY DETAIL 2. REFER TO WSDOT STANDARD SPECIFICATION LINE) 7 ® G 9-05.15(2)AND DESIGN CONSTRUCTION 2%MIN.SLOPE IN 3. CONN ECTIONS TO EXISTING CONCRETE O STANDARDS AND SPECIFICATIONS SECTION 4 FOR "DEEP SOCKET'FIRINGS EXISTING iR" E EXISTING SIDE SEWER O ADDITIONAL REQUIREMENTS. AT EACH END OF SIDE SEWER SOP SEWER MAINS SHALL BE MADE PER N E STANDARD DRAWINGS &613 BY a VERTICAL PIPE SECTION R 3. FOR FRAME DETAILS,SEE STANDARD DRAWING 6"PVC OASTM RAW D3034. APPROVED MANUFACTURED CONCRETE TEE. •� "GPK PRODUCTS"OR EQUAL PVC SEWER MAIN 406. SDR35 OR AWWA C900 K°IO € (SEE CONNECTION 4. SEE STANDARD DRAWING 604.WHERE RING a A A 4. THE THICKNESS OF THE GRATE SHALL NOT NOTES 33) AND COVER INSTALLATIONS ARE SHOWN FOR EXCEED I5/8". 3SMIN PAVED AND UNPAVED AREAS,FIELD (n (ii y - 4VMAX CONDITIONS WILL DICTATE WHICH J y Z S. VANED GRATES SHALL BE SPECIFIED,SEE SANDBAG FILLED WITH 60LB5 INSTALLATION IS APPROPRIATE. _J Z O z STANDARD DRAWING 411.THE CITY OF EVERETT PVC SEWER MAIN O MINIMUM DRY MIXTH 60LBTE Q CD = SHALL RANT THE USE OFA HERRINGBONE (SEECONNECTION 12"X12"CIF CONCRETE BLOCK.CONCRETE SHALL BE Q m nl d GRATE ON A CASE BY CASE BASIS. (OR CONCRETE BLOCK,SAME AS 5. CONNECT IONS TO EXISTING HDPE SEWER LL LU NOTES 2&3) COMMERCIAL CONCRETE MIX AS CALLED OUT IN r TYPE"A") MAINS SHALL BE MADE PER STANDARD W 3/ 6. ALL GRATES MUST BE STENCILED OR STAMPED WSDOT STD SPECS OR SANDBAG FILLED WITH 60LBS DRAWING 612 OR SIDE-WALL FUSION. LI.J � O O "DUMP NO WASTE,DRAINS TO "WHERE THE MIN OF DRYMIX CONCRETE. 0 Q y ii 11/4" BLANK SHALL BE FILLED IN WITH"STREAM", "LAKE","RIVER","PUGET SOUND",OR TYPE"A" TYPE"C" 0 U "WETLAND"AS APPLICABLE TO THE LOCATION BOLT-DOWN SLOT WHERE THE GRATE IS TO BE INSTALLED. Z TOP DETAIL Q � �a M C Ln W �aN w SEE SHEET 604 R SEE SHEET 604 R LLJ Ll ,j n m GRADE ELEVATION GRADE ELEVATION O M,U U o SHALLOW SIDE SEWER Q 6 K Q INSTALLCAP EXISTING SIDE SEWER J F 'I I.L. NOT PLUG - - 4"OR 6" H c 6"PVC ASTM AWWA //- SDR35 OR AWWA ~ H z APPROVED / APPROVED COUPLING h 4 SECTION A-A COUPLING C900 w w z (SEE NOTE 1) EXISTING VW OR 6"X4"SAN = J U �D PVC SEWER MAIN SIDE SEWER / TEE/WYE (0 U U WSDOT STD PLAN B-30.50-01,ACCEPTABLE (SEE CONNECTION 35'MIN SUBSTITUTE EXCEPT ALL STEELRECESSED ALLEN NOTES 2%MIN.SLOPE FUTURE DEEPER DESIGNER: K.MAUREN SCREWS MUST BE STAINLESS STEEL O 45'MA% SI DE SEWER 6"PVC A57M D3D34,SDR35 ENGINEER: B.ALLEN 3VMIN OR AWWA C900 DRAWN: L.BESLER ISOMETRIC :EVERETT PUBLIC WORKS O 4VMA% SANDBAG FILLED WITH 60L85 MINIMUM BB EVERETT PUBLICWORKS S30 T28N R05E WM DEPARTMENT ` DEPARTMENT WASHINGTON DRY MIX CONCRETE WASHINGTON I NOTON (OR CONCRETE BLOCK,SAME AS TYPE"A") DATE: 2023.09.06 SANDBAG FILLED WITH 60LBS MINIMUM ",�. 12/30/2016 REVISED: DRY MI , TYPICAL SIDE SEWER HERRINGBONEGRATE 409 TYPE"B" DRYMI CONCRETE BLOCK,SAME AS TYPE' TYPE D CONNECTIONS 602 PROJECT: 22-281 FOR CATCH BASIN OR INLET TYPE A.B.C,&D DWG NAME: 22-281-C HERRINGBONE GRATE FOR CATCH BASIN L�1L TYPICAL SIDE SEWER CONNECTIONS SHEET REV. J NOT TO SCALE CITY OF EVERETT STANDARD DRAWING N0.409 1 NOT TO SCALE CITY OF EVERETT STANDARD DRAWING NO.602 C�+ Q 9 OF 10