2611 ROCKEFELLER AVE 2024-03-27 - Laserfiche WebLink

SW 1/4,SEC.20, T^29 N.,R.05 E., W.M. / o SNOHOMISHCOUNTY, WASHINGTON 2 / LF 36' cm,P a 0% o .{{ Ca.O NOTES CB#3 1. DETENRONSTRUCTURE SHALL BEFABRICATED FROM ONE OFTHE FOLLOWING : TYPE-2, 54"0 W/ SOLID D TE 0 P E 16LF 6" PVC @ 1.56% MIN A.CORRUGATEDNSFP( ALUMINUMIPE GAGE MIN. N B.CORRUGATED H IPEIPE. L CORRUGATED POLYETHYLENE STORM SEWER PIPE. LOCKING LID (19LF 4'0) j{{{ I D.SC EL RIB REINFORCED POLYETHYLENE PIPE. RIM: 108.25 -7 4 CB//'1 2. ANNUAL INSP-IONS AND CLEANING REQUIRED BY OWNERTO ENSURE PROPER OPERATOR OF DETENTIONSYSTEM. C3.0 0 IE: 105.5 (6' SD IN, N) /TYPE-2 W/ SOLID LID & 3. W=MAXIMUM TIN8-WIOTHOF TRENCH FOR DENSITE VAULT PER MANUFACTURER INSTALLATION INSTXUCTONS. A. COMPACT IN B"UFRT090%MAX DENSITY. IE: 102.25 (36" CMP OUT, E) FLOATABLE MATERIAL SEPARATOR S. INLET AND OUTLET PIPE INVERTS SHALL MATCH BOTTOM OF VAULT ELEVATION. i IM: 109.64 6. DISTANCE BETWEEN ACCESS POINTS SHALL NOT EXCEED 100'.PROVIDE ACCESS RISERS AS NEEDED BETWEEN THE MANHOLES. 2LF 36 CMP @ 0� /IE: 102.5 (6 SD IN, W) LOCKINGCOVERSEE z•MINDUAIRVENT PIPE 7 TANKS LARGER THAN 4a•IN DIAMETER MAY BE CONNECTED TO ADJOINING STRUCTURES WITH A SHORT LENGTH OF 48' / STANDARD DRAWING 610 REQUIRED WHEN THERE IS NO DMMETEq PIPE.PIPE SHALL BE DFTHE SAME MATERMI AS THE TANK.CONNECTING PIPE BANDS AND/OR COUPLINGS s CB42 IE: 102.5 (6" SD OUT, E) ACCESS flISEfl ON VAULT SHALL BE AS APPROVED BY THE CITY OF EVEREIT. ca.o CONTROL STRUCTURE I FINISHED GRADE,SEE a. THE OUTLET PIPE FROM THE FLOW CONT ROI RISER SHALL BE ELEVATED 6'ABOVE THE DETENTION PIPE BOTTOM TO CREATE DEAD STORAGE FOR SEDIMENT. TYPE-2 54"0 W/ SOLID PANSLSPECIFIGTIONS A GRADED _LOCKING LID 12LF 6" PVC @ 2� MIN R COMPAC INa"UFTS _ _ ___ L_______________________-_ 4 NORMAL WATER LEVEL TO M MAX DENSITY IM: 108.25 1 - IE: 102.25 (36 CMP IN, W) SCALE' 1"- lOT = 36"DIA = - �f DETENT ON PIPE DIA PER PLANS IE: 102.75 (6" SD OUT, E) = 00 R EL:105.75 D _ _ IMAX ]0 5 0 10 20 F�-Ow O VAULTOUTLET I SS H 41 10 YR EL 105.53 _ (TO BE SADDLE TAPPED TO EX. LINE) i FLOW - SEL _ IE 105.5 �m f :...:.:...:.:. .:.:.....:... . . . . . . . . . . . . . . . t. . . . . . . . . . . . IE: 95.89 (6" IN, W) IE,02.75 A E NOTE . � BOTTOM EL:102.25 . . . . . . . . . . . . . . . . . . . . . : : : : : : : :N.$9°59;54" W. .120.01;... . J . . : : : : : : : : •.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. IE: 100.00 (6 IN, NW) s bETENifbN7rIPE....._ 36"DW w BLOCK WALL `-- S 4'DIA, 19LF (� i " IE: 95.62 (8" IN, N) RESTXIROR TYPE WITH 2-54-DATCHLASHI PER SECTION A-A 114 TOW, 111 ".O.W.-- ) a INSTALLATION STANDARD MINING 405 BLOCK WALL DRAS AN D 5° ELEVATION ----- - -- - - - IE: 95.62 8 OUT, S E D�CK DECK CK �T�l 12CITY OF EVERETT 1 14' T.0.W., §P PUBLIC WORKS DEPARTMENT 1 1 1 B.0.W. CLOSED %13/2017 \ m UNDERGROUND 418 \ DETENTION SYSTEM �I TYPICAL CLOSED UNDERGROUND DETENTION SYSTEM 0 NOT TO SCALE STD.DTL 418 NOTES CATCH BASIN FMME AND VANEDGMTE OR 1. N09 MARE REQUIRED WHEN HEIGHT IS 4'OR MANHOLE RING AND COVER LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY RECTANGULAR ADJUSTMENT BE SLOPED TO FAQUTATE CLEANING. SECTIONORCIRCULAR 3. THE RECTANGULAR FRAME AND GRATE MAY BE ADJUSTMENT SECTION INSTALLED WITH THE FLANGE UP OR DOWN.THE FRAME MAY BE GST INTO THE ADIUSTMENT FLATSLABTOP SECTION. NOVTES: '� E PIPE ALLOWANCES 4. KNOCKOUT5SHA LL HAVE WALL THICKNESS OF REFERENCE BRENTWOOD INDUSTRIES STANDARD LEGEND = 2'MINIMUM T02.5•MAXIMUM.PROVIDER ETDRAWINGS AND NOTES FOR DETAILED INFORMATION. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 1.5'MINIMUM GAP BETWEEN THE KNOCKOUT b. REFERENCE CURRENT INSTALLATION INSTRUCTIONS 10"OBSERVATION PORT 0 BASIN ALL CPSSP SOUR PROFILE WALL ANDTHEOUTSIDEOFTHE PIPE.AFTERTHE FOR PROPER INSTALLATION PRACTICES. CONCRETE WALL WALL PIPE IS INSTALLED,FILLTHEGAPWITHIOINT c. ENGINEER OF RECORD TO CONFIRM CONFORMANCE ,o"(19.5 mm)ANGULAR STONE DIAMETER METAL lal WALL PVCN MORTAR IN ACCORDANCE WITH MOOT TO MANUFACTURER'S ALLOWABLE PROXIMITY TO 48" 24" 30" 24" 30' 30" STANDARD SPECIFICATION 994.3. OTHER STRUCTURES. STEPS OR54" 30" 36" 30" 36' 36" 5. CONCRETE SHALL MEET THE d ALL INLET AND PIPE LOCATIONS AND DESIGNS BY UDDER REQUIREMENTS OF AASHTO M399. OTHERS. SEE TABU a 60" 36' 42" %" 42' 42' INVERT INFORMATION HAS NOT BEEN PROVIDED AND ]2" 42• 54" 42" 48' 49• 6. FOR MANHOLE COVER SEE STANDARD DRAWING RECTANGULAR NOTCH E. MORTAR TYP 610AND 611.REFER TO DESIGN AND HEIGHT=1.106 IS SHOWN AT A ZERO ELEVATION AND IS TO BE HANDLE WITH ED. �" �• �" CONSTRUCTIONSTANDANMAND WIDTH=0.042 DETERMINED BY THE ENGINEER OF RECORD. LOCK PIN E F _= 96" IR)' J2" fi0" 48' 48" SPECIFIGTON55ERION4FOR ADDITIONAL ROUND CORRUGATED POLYETHYLENE STORM SEWER PIPE,WSDOT 0.EQUIREMENI3. "DRAIN"SOLID COVER MARKED WITH LOCKING BOLTS f a STANDARD PLAN 9-05.20. FRAME AND LADDER OR STEPS UNLESS OTHERWISE APPROVED p ADJUSTABLE LOCK ]. STEPS PER STANDARD DRAWING GOB. OFFSET.TOP=106.25(±) Io FL`- b wsDOTSTANDARDPLAN9O5.1201BY THE ENGINEER o HOOK w/LOCK SCREW FLOW c WSDOTSTANDARD PLANS L2121. SIX EVENLY SPACED HOLES ON 10 3/8"BOLT CIRCLE FOR BOLTING = TO FLANGE CONNECTION. CATCH BASIN DIMENSIONS 6"MIN O.FEL. PIPE SUPPORTS.N0.AS REQ'D. p�y p =105.75 3"X 0.9 CA.BOLTED OR �a REINFORCING CATCH MAXIMUM MINIMUM IMBEDDED 2"(MIN.)IN C.B.WALL --' --- Da STEELTYP -IN WAIL BASE KNOCKOUT ISTANCE •®3 (MAX) MAX. SPACING.MIN. 1 SUPPORT 0 �- DIAMETER FIIICXNESS THICKN SIZE BETWEEN ( ) SIZE TO FIT O U KNOCKOUTS1z• 6"F.R.O.P.TEE FRO.P.TEE 4' 6" 36" 8'RING 54' 4.5• a^ " 8• 36"0 SOs^ a^ ^ s• ®0%SL 6jmSD �- 1MIN.GAP BETWEENSEPARATE BASE INTEGRAL BASE 72' 6• 9" 60" 12' STRAPSp pPRECAST PRECAST WITH RISERu• IE= 102.2 I.E.=102.75 148"T072'ONLY) GRAVE8" 12' 84" ]2' 2' -� 4-9"x1"x1298 GALV.STRAPS O MCKFILL FOR CLEANOUT 8" TACK WELD TO WIRE MESH. MORTAR 12• PIPEZONE / MAXIMUM OPENING FRONT BEDDING SHEAR GATE SECURE STRAINER 70 FRO.P. 6 FILLETS wSDOT STD PLAN 8-10.2091 ACCEPTABLE SUBSTITUTE 5 OR 11=0.90"DIA. TEE WICALV.1 6x1"SHEET OF GATE SIDE y RESTRICTOR PLATE TO BE METAL SCREWS,2 PER STRAP. LIFT HANDLE SHALL BE ATTACHED PER a CITY OF EVERETT Be SHARP EDGED.SHOP DRILLED I/2"x 1/2"x 16790. MANUFACTURER'S RECOMMENDATIONS. PUBLIC WORKS DEPARTMENT a SEPARATE BASE GRAVEL MCKFILL FOR "' 03]677200 STRAINER 1 GALV WIRE MESH //�� CAST-IN-PLACE PIPE ZONE BEDDING '� �� `+ C4.O `SOLID 1290.GALV.BOTTOM ' CLEANOUI�SHEAR GATE PLATE TACK WELDED TOCa,O CATCH BASIN TYPE 2 N.T.S. C 405 BOTTOM OF MESH. L'fl#1 I''LOWRIS'STRICTOR POLLUTIO(V NOTE:STRAINER MATERIAL TO BE SAME AS CONTROL STRUCTURE r3 CONTROL DEVICE(FR.0PJ 7TPE2-54'0) 4 STRAINER (�:)CATCHBASINTYPE-2 DETAIL C4.0 N.T.S. C4.0 N.T.S. Ca.0 NOT TO SCALE STD.OTT.405 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: 00439161000600,00439161000700, Call before you dig. 000439161000008000, UTILI7TCONFLICTNOTE: R. CAUTION.' P of w"ski 9t SW 1/4,SEC.20,T.29X,R.05E,W.M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, FQ ROCKEFELLER SQUARE-PHASE 2 DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL DWG RLENAME DESIGNED BY: DATE SCALE: JOB NO.: AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE 36499 CALLING UTILITY LOCATE®1-800-424-5555 POTHOLING ALL OF THE EXISTING HAOISTE4w� 201086-PRELIM.DWG DNK 12 09 2020 1"=10' 2�-1086 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY SSToGSHEET WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN NAL ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR 09�24�2021 DETENTION PLAN C4,0 SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.