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Home My WebLink AboutD-204207STRUCTURE SIZE INVERT ELEVATION CB1 2'- 6"X2' -'10" 8 7S - 1160 LEGEND TYPE I - CB2 2'- 6"X2' -10" 8"S - 13.00 TYPE I MANHOLE AF C63 48" DIA 12 "S - 13.09(MATCH EXIST) -CHWS &R- TYPE 11 12 "W - 13.09 CB4 54" DIP. 12 "S - MATCH EXIST TYPE 11 15"E - 12.75 FORCEMAIN 0 40' 80' 8 "N - 13.30 C65 72" DJA 15 "W - 12.15 O TYPE 11 24" E - 11-40 12 "S - MATCH EXIST STORM DRAIN 87N - 12.40 CB6 48 DIA 147E - 14.10 Zl_\ TYPE iJ 14 7N - 14.10 DIVERSION (SEE SHT S503) 24 7W - 11.30 STRUCTURE 12 "E - 12.80 PIPING AS NOTED 14" W - 14.60 /\ ® TYPE II CATCH BASIN 14 7W - 14.00 27"N - 1300 WENAULT (SEE SHT S500) 14"S - 14.00 1 84.,E - 14.60(SEE SHT 5502) ABANDONED 4" FM CONSTRUCTION NOTES A 48" DIA TYPE II CATCH BASIN. SEE CITY OF RENTON STANDARD DETAIL 3.2.3. PROVIDE PAVEMENT PATCH PER DETAIL 9/C101. A TYPE I CATCH BASIN. SEE DETAIL 8/C52, AND CITY OF RENTON STANDARD DETAIL 3.2.2. SEE SHEETS C50 AND C51 FOR LOCATIONS. 15" C76 CLASS IV CONCRETE PIPE. MATCH EXISTING PIPE INVERTS 3 AND GRADE. SEE DETAIL 3 /C1O1 FOR CONNECTION TO EXISTING PIPE. 12" C76 CLASS IV CONCRETE PIPE. SEE TABLE FOR INVERT ELEVATIONS. A 12" C76 CLASS IV CONCRETE PIPE. MATCH EXISTING PIPE INVERTS AND GRADE. SEE DETAIL 3/C101 FOR CONNECTION TO EXISTING PIPE. 6 14" CLASS 52 DUCTILE IRON PIPE. SEE TABLE FOR INVERT ELEVATIONS- 7 I5" C76 CLASS IV CONCRETE PIPE. SEE TABLE FOR INVERT ELEVATIONS. A 27" C76 CLASS IV CONCRETE PIPE. SEE DETAIL 10/C101 FOR CONNECTION. A7 EXISTING JUNCTION BOX. 54" DIA TYPE II CATCH BASIN. SEE CITY OF RENTON STANDARD DETAIL 3.2.3. REFER TO SHEET S503 FOR DIVERSION STRUCTURE PLAN AND SECTIONS. 4 -20 BUILDING 5f - -18 "STS--- -I- -.__ - -- i-'-I- - 2 1� - 18 "STS- 3 I 2 I 2 7�7 1 S73 -1r �' lrs 'co 5--- HPW r- -= HPW HP AF iii FM GM i W fj 1 1 !-4 "STS - a_ VIIIIII � _ _ 4 -04 BUILDING A WATER VAULT \ IC & C WR- ti I "F 12-STS �12'SiS 7z"sTS - HPW HPW*- 1 � STS Q I / \ 0 a 7 -404 A BUILDING P - -VOLT _ 0 12 °STS 4 -17 BUILDING CHINS & R TEL I EPHONE BA 515 , 1Y'HPW /I T Io �A a HPW - 40' a 0 CONSTRUCTION NOTES ®REFER TO SHEETS 5500, 5501, AND 5502 FOR WENAULT PLAN AND SECTIONS. A 48" DIA TYPE 11 CATCH BASIN. SEE CITY OF RENTON STANDARD' DETAIL 3.2.3. ® 8" CLASS III CONCRETE PIPE, SEE TABLE FOR INVERT ELEVATIONS. ®TYPE I CATCH BASIN. SEE DETAILS 8/C52, 6/C1O1, AND CITY OF RENTON STANDARD DETAIL 3.2.2. CONNECT WITH CLASS III 8" CONIC PIPE TO STORM DRAIN. SEE SHEETS C50 AND C51 FOR LOCATIONS. A 9" CLASS 52 DUCTILE IRON PIPE. MATCH EXISTING INVERT ELEVATION AT. EXISTING CATCH BASIN. SLOPE 0.2% MINIMUM TO NEW TYPE II CATCH BASIN. PROVIDE PAVEMENT PATCH PER DETAIL 9/C101. ® SEE DETAIL 110/C52 FOR CONCRETE ENCASEMENT OF 8" AIR LINE. ®48 DIA TYPE II CATCH BASIN WITH SLIDE GATE AND 24 -INCH DIAMETER NON - LOCKING LID, SEE DETAIL 6/S503. A 72- DIA TYPE 11 CATCH BASIN WITH 24" DIAMETER NON- LOCKING LID. SEE CITY OF RENTON STANDARD DETAILS 3.2.3 AND 3.6.7. �I GENERAL NOTES 1. SEE GENERAL NOTES 1,2,3; & 4 ON C20_ 2. ANY CONFLICTS BETWEEN PAVING ELEVATIONS A.ND PIPE INVERT ELEVATIONS SHALL BE IMMEDIATLY REPORTED TO THE CONSTRUCTION ENGINEER. 3- SHORT LENGTHS OF THE HIGH PRESSURE WATER MAIN SHALL BE SHUT DOWN BETWEEN SECTION VALVES DURING CONSTRUCTION OF ADJACENT STORM DRAINS. COORDINATE WITH BOEING FIRE PROTECTION. 4. CONTRACTOR SHALL IMMEDIATLY NOTIFY BOEING CONSTRUCTION ENGINEER IF 18- INCHES MINIMUM COVER CANNOT BE MAINTAINED OVER TOP OF NEW STORM DRAIN OR WHERE NEW STORM DRAIN PIPE SLOPE IS LESS THAN 0.2 %. 5. WENAULT DESIGN CRITERIA: TRIBUTARY DRAINAGE AREA: 11.78 ACRES WENAULT SURFACE AREA: 5510 SF± DESIGN FLOW: 1.37 CFS (1/3 OF 2 -YR STORM) 150 EXISTING 18" RCP STORM DRAIN CAPPED EACH SIDE OF EXIST CEM CONC PVMT. PROTECT 5 a DURING CONSTRUCTION I -HPW 10" HWP \ iI STS ^STS�q- STS 2- 8 "STS 5 CB //��2- 8 'STS18 °STS dN 4 A ' HPW w e HPW AF �_ 'w GM c NEW 8" AIR. LINE FOR FUTURE 3 REPLACE 8 7HPW 5 ►P _ 12" STS EXISTING JUNCTION 8" HPW )w mtt FM '% CB1 I I AF AF ABANDONDED 4 7FM HYDRANT H12 REPLACE LeU A@ % T 8I in r WENAULTQ 1NE HPW 7 3 6 CB5 Q 4 e CB2 N 5 'r ersys STS 2{ 12' 2 T EXISTING JUNCTION 1 HPW BOX i 5" STS 15° STS 2rS7S WELL �n MONITOR WELL TO 8 0, DIVERSION REMAIN PROTECT N 'V STRUCTURES DURING CONSTRUCTION ° iZ'STS CB 33 "STS 3 R "`� 1�`� 1 \ 1 / 10 "HPW W WATER P POWER C COMMUNICATION S I ?ECO:RD DRAWING-': KRAMER, CHIN & MAYO i CITY OF RENTO CONSULTING ENGINEERS DEPARTMENT OF PUBLIC WORKS ;.ASED ON INFORMATION FURNISHED @Y THE �oNTRAC,c /R ( UTILITIES PLAN --` at_ _.,I - LavSMATE L / S 1 �_ - . -..__I 4 -01 PARKING AREA DESIGNED: DATE: 2/93 FILE NAME: C100 DRAWN: CHECKED: SCALE:,4S SHOWN HEM BOOK: PAGE' REVISION BY APPR. DATE APPROVED: SHEET: 7 OF: 13 ,5 WP -30 -2042 I I E 1 I I A I I 1 I Y I I I X I I HPW 4 -81 BUILDING LEGEND - PROPOSED EXISTING A COMPRESSED AIR O MANHOLE AF AUXILARY FIRE -CHWS &R- CHILLED WATER SUPPLY AND T VALVE RETURN FM FORCEMAIN 0 40' 80' ■ TYPE I CATCH BASIN - SS SANITARY SEWER GRAPHIC SCALE O MONITORING WELL - HPW HIGH PRESSURE WATER -STS- STORM DRAIN Zf - FIRE HYDRANT _GM- GRAVITY MAIN BURIED UTILITY PIPING AS NOTED ® TYPE II CATCH BASIN WELL �n MONITOR WELL TO 8 0, DIVERSION REMAIN PROTECT N 'V STRUCTURES DURING CONSTRUCTION ° iZ'STS CB 33 "STS 3 R "`� 1�`� 1 \ 1 / 10 "HPW W WATER P POWER C COMMUNICATION S I ?ECO:RD DRAWING-': KRAMER, CHIN & MAYO i CITY OF RENTO CONSULTING ENGINEERS DEPARTMENT OF PUBLIC WORKS ;.ASED ON INFORMATION FURNISHED @Y THE �oNTRAC,c /R ( UTILITIES PLAN --` at_ _.,I - LavSMATE L / S 1 �_ - . -..__I 4 -01 PARKING AREA DESIGNED: DATE: 2/93 FILE NAME: C100 DRAWN: CHECKED: SCALE:,4S SHOWN HEM BOOK: PAGE' REVISION BY APPR. DATE APPROVED: SHEET: 7 OF: 13 ,5 WP -30 -2042 I I E 1 I I A I I 1 I Y I I I X I I