2611 ROCKEFELLER AVE 2024-03-27 - Laserfiche WebLink

SW 1/4,SEC.20, T.29 N.,R.05 E., W.M. o SNOHOMISHCOUNTY, WASHINGTON � I z R2 �/ C4.0 [C`++#✓ �T/ m � 1.NOTES STRUCfU RE SHALL BE FABRICATED FROM ONE OF THE FOLLOWINGA.CORRU : TYPE-2, SLI"0 W/ SOLID I DETENTIONPIPE Z B. HIGH DENSITY POLYETHYLENE PIPEGAGEMIN. C.CORRUGATED POLYETHYLENESTORMSEWER PIPE. LOCKING LID (19LF 4'0) 1 D.STEEL RIB REINFORCED POLYETHYLENE PIPE. -- RIM= I - -. - -- -- - -�- - - - - - ----- 2. ANNUALINSPECTIONS ANOCLEANING REQUIRED BY OWNER TO ENSURE PROPER OPERATION OF DETENTIONSYSTEM. _ RIM=109.71 (AB) cs.o 3. W=MAXIMUM WIDTH OFTRENCH FOR PIPEIVAULT PER MANUFACTURER INSTALLATION INSTRUCTIONS. IE 36" (E)=103.71 AB) IE: 105.5 (6" SD IN, N) 4. COMPACT IN 9"LIFTS T090%MAX DENSITY. INLET AND OUTLET PIPE INVERTS SHALL MATCH BOTTOM OF VAULT ELEVATION. n SSCO RIM=109.43 (AB) 6. DISTANCE BETWEEN ACCESS POINTS SHALL NOT EXCEED 100.PROVIDEACCESS RISERSAS NEEDED BETWEEN THE MANHOLES. ]� IE 6" PVC=105.33 (AB) LOCKING COVER SEE 2"MIN DIA AIR VENT PIPE >J ]. TANKS LARGER THAN 48"IN DIAMETER MAV BE CONNECTED TOADIOINING STRUCTURES WITH ASHORT LENGTH OF aB" STANDARD DRAWING610 REQUIRED ER WHEN THERE IS NO DIAMETERPIPE.PIPE SHALL BE OF THE SAME MATERIAL AS THE TANK.CONNECTING PI PEBANDSAND/ORCOUPUNGS ACCESS RISER ON VAULT 3 SHALL BE AS APPROVED BY THE CITY OF EVERETT. CB#2 C4.0 I m FINISHED GRADE,SEE B CREE OUTLETATE OEADTHEOU LET ISTO FROM AGE FOR FLOW RISER SHALL BE ELEVATED 6"ABOVE THE DETENTION PIPE BOTTOM TO / PLANS&SPECIFICATIONS A FINISHED �/CONTROL�{STRUCTURE GRADE ----- --- -- - -- - -- _- - TYPE 54"0 YV/ SOLI _ _ -- NORMAL WATER LEVEL COMP TO G LOCKING LID-7 D9D%MA%DENS` RIM=109.70 (AB_ SCALE: 111= IDI fi"DIA - ^� D ENTION PIPE DIA PER PLANS DD R 1� 2'MAX IE 36" (W)=103.70 (AB) 0 D 5 Q D D -- VAULT OUTLET IE 6" (E)=103.70 (AB) = TD YR EL49IIi-�i7 SSMH#I ye - 106.98 - IE 105.5 ? f ow - ' m r SEENOTE8 LEVEL - ,(TO BE SADDLE TAPPED TO EX. LINE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . - - - IE 462-}b - z•MAX 103.70(AB)A W 120.01 ;:,:. LL :. :LL:,:. laz�o(ABI DEENnoN PPE ss Du - w • _ 4'DIA, 19LF BLOCK WALL-.LL.,..... .LL. . -- i N „ TYPE 2-54"CATCH BASIN R WITH 2'MIN CATCH PER 114 TO.W., 111 B.O.W. - ----_-------- ---------------1--- - -- - - - -- - - n NSTALL RESTRICTOION STANDA54'CRD ACHBASIWING __ SECTION A-A BLOCK WALL D�CK DECD CK a DRAWIN615D ELEVATION 114' T.O.W., RIM=109.21 ABCITY OFEVERETT PUBLIC WORKS DEPARTMENT 111' B.O.W. \ LIE 8" PVC (N&S)=95.68 (AB) a TYPICAL CLOSED WPB \ ms UNDERGROUND 418 \\ I TIE 6" PVC (W)=104.31 (AB) (s DETENTION SYSTEM IE 6" PVC (W)=95.81 (AB) rl TYPICAL CLOSED UNDERGROUND DETENTION SYSTEM C4.0 NOT TO SCALE STD.DTL.418 CATCH BASIN FRAME AND NOTES VANED GRATE OR 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4'OR MANHOLE RING AND COVER LESS. NOTES: 2. THEBOTTOMOFTHE PRECASTCATCH BASIN MAY a. REFERENCE BRENTWOOD INDUSTRIES STANDARD LEGEND BE SLOPED TO FACILITATE CLEANING. DRAWINGS AND NOTES FOR DETAILED INFORMATION. RECTANGULARADJUSTMENT b. REFERENCE CURRENT INSTALLATION INSTRUCTIONS 10"OBSERVATION PORT O SECTION OR CIRCULAR 3. THE RECTANGULAR FRAME AND GRATE MAY BE FOR PROPER INSTALLATION PRACTICES. AOJUSTMENTSECTION INSTALLED ITHTHEFLANGEUPORDOWN.THE FRAME MAYBE CAST INTO THE ADJUSTMENT ENGINEER OF RECORD 70 CONFIRM CONFORMANCE z/a'(19.5 mm)ANGULAR STONE FLATSLASTOP '� SECTION. RECTANGULAR NOTCH TO MANUFACTURER'S ALLOWABLE PROXIMITY TO 1 f g '� OTHER STRUCTURES -- f PIPE ALLOWANCES 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF HEIGHT=1.106' d. ALL INLET AND PIPE LOCATIONS AND DESIGNS BY 2"MINIMUM TO 2.5"MAXIMUM.PROVIDE WIDTH=0.042' ROUND SOLID COVER MARKED OTHERS. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 1.5"MINIMUM GAP BETWEEN THE KNOCKOUT SOCIO PROFILE WALLAND THE OUTSIDE OF THE PIPE.AFTERTHE "DRAIN"WITH LOCKING BOLTS e. INVERT INFORMATION HAS NOT BEEN PROVIDED AND j BASIN DIAMETER CONCRETE METAL CP55P WALL WALL PIPE IS INSTALLED,HULTHE GAP WITH JOINT FRAME AND!ADDER Oft STEPS UNLESS OTHERWISE APPROVED IS SHOWN AT A ZERO ELEVATION AND IS TO BE HANDLE WITH IeI PVC Ib) PVC c MOR TAR IN ACCORDANCE WITH WSDOT OFFSET.TOP=106.25(1) BY THE ENGINEER DETERMINED BY THE ENGINEER OF RECORD. LOCK PIN 48" 24" 30" 24" 30" 30" STANDARD SPECIFICATION9-04.3. STEPS OR 54" 30" 36" 30" 36" 36" 5. CONCRETE STRUCTURE SHALL MEET THE SEE TABLE 60" 36" 42 LADDER 36" 42' 42" REQUIREMENTS OF AASHTO M199. „ 0 ADJUSTABLE LOCK ' SIZE TO FIT HOOK w1LOCK SCREW w ]2" 42" 54" 42" 48" 48" 6. FORMANHOLE COVER SEE STANDARD DRAWING SIX EVENLY SPACED HOLES ON 10 0 MORTAR TYP 610AND REFER TO DESIGN AND O.FEL PIPE SUPPORT$.NO.AS REVD. F.R.O.P.TEE Ez 84" S4" 60" 54" OS" 48" 610ANCONSTURI.NSTAN REFERO DESIGN SAND 6"MIN z 0 STANDARD-619-20` ED48 O8 SPECIFICATIONS SECTION 4 FOR ADDITIONAL = S 3"X 0.9 GA.BOLTED OR 3�8"BOLT CIRCLE FOR BOLTING z 96 60" T2' a. WALL CORRUGATEOPOLVETHY ENE STORM SEWER PIPE,WSDOT REQUIREMENTS. 107.20 �.®3'(MAX)SPACING.DDED 2' MMIN.IN'SUPPORT 'I�- MIN STRAPS GAP BETYEEN TO FLANGE CONNECTION. 6 FLOW b. WSDOTSTCAR9-05.12(!1. ]. STEPS PE RSTANDARDDRAWING609. Flow ,':Ie c. wsOOT STAN DARDPLAN s-0s.12(z). 6"FR.O.P.TEE T p�J-� o 4-9 xi zi2ga.GALV STRAPS ®0%SO 6j0 SD TACK WELD 70 WIRE MESH. O o O , SECURE STRAINER TO FR.O.P. 0 0 TEE RIGALV J 6x1"SHEET CATCH BASIN DIMENSIONS I.E.=I.-*- METAL SCREWS,2 PER STRAP. E_+DUI zMINIMUM 1017 AB _ 2 103.70 AB16'g.. ` LEVEL LINE a REINFORCING CATCH MAXIMUM ) ( ) } 712"1,112"x STEELTYP BASIN WALL BASE KNOCKOUT DISTANCE CLEANOUT L GALV.WIRE MESH O O %•O THICKNESS THICKNESSBETWEEN DIAMETER{ SIZE KNOCKOUTS SHEAR GATE ' ORIFICE 11=0.90"DIA.48 4" 6 SI y RESTRICTOR PLATE TO BE SOLID 12 8" 5 9a.G4LV.BOTTOM 0 O E - 4•-rF-• T ry PLATE TACK WELDED TO "0"'RING sa 4.s^ a^ 42^ F SHARP EDGED.SHOP DRILLED MAXIMUM OPENING FRONT C4.O BOTTOM OF MESH O SEPARATE BASE INTEGRALBASE NOTE:STRAINER MATERIAL TO BE SAME AS CONTROL STRUCTURE n 6" 8^ 60 4 OF GATE LIFT HANDLE SHALL BE ATTACHED PERSIDE PRECAST PRECAST WITH RISER STRAINER" " " ]2" 4 STRAINERDET9IL MANUFACTURER'S RECOMMENDATIONS. (66"TO]2"ONLY) GRAVEL 9fi" B" 12" 84 ••• C4.0 BACKFILLFOR C4.0 N.T.S. MORTAR 12" PIPE ZONE /L �A�/ SHEAR �+ P FILLETS BEDDING S (.LGl1(YOUT�JLIGtI(I GATE WSDOT STD PIAN B-10.20-01 ACCEPTABLE SUBSTITUTE CB#2 FLOWRESTRICTOR POLLUTION ar3� CONTROLL)MCE(FR.OP)(TPPE2-54"Iii) C4.0 N.T.S.OF EVERETT PUBLIC WORKS DEPARTMENT C4.O N.T.S. SEPARATE BASE GRAVELBACKFRL FOR '°u 03%OJ"7201] CAST-IN-PLACE PIPEZONEBEDDING Is CATCH BASIN TYPE 2 405 (�2)CATCHBASINTYPE-2 DETAIL C4.0 NOT TO SCALE STD.DTL 405 mp INSIGHT ENGINEERING CO. P.O.BOX-1478 EVERETT,WA 98206 (425)303-9363 (425)303-9362 FAX INFO@INSIGHTENGINEERING.NET • SITE ADDRESS: 2611,2613,2617 ROCKEFELLER AVE. EVERETT,WA 98201 Know what's below. REV.N0. DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: Oo439161000600,00439161000700, Call before you dig. Oo439161 000800, UTILITPCONFLICTNOTE. R Q oe e 9 CA(1710N.- SW 1/4,SEC.20,T.29N.,R.05 E.,W.M. ti�w ��t THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, F I'M! Y ROCKPIELLER SQUARE-PHASE 2 DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE no rn Wd PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL DWG FILENAME I DESIGNED BY: DATE: SCALE: JOB NO.: CALLINGAND RUICAL PLITY OLOCATE 0CATION RTU 800- 424-5R TO 555TPOTHOLLING S SHALALLOF `INCLUDE THE EXISTING A 36499 wQ�G 201086-AB.DWG DNK 12 09 2020 1"=10' 20-I0$6 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY StONAL �S SHEE! WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN AS-BUILT ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR 1011012023 DETENTIONPLAN C4.0 SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.