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HomeMy WebLinkAboutzD-2042Set2 C= A N7ROl EfI /6� ALS 8' FL 1845 / U o � B UI�jING 4`8I LEGEND 0 SURFACE CAP m BENCH MARK ° ®NP WATER VALVE HORIZONTAL DATUM: T pp GUARD POST WASHINGTON COORDINATE SYSTEM, NORTH ZONE o Q DECIDUOUS TREE (SIZE NOTED), VERTICAL DATUM: O MANHOLE (TYPE AS NOTED) NATIONAL GEODETIC VERTICAL DATUM, 7929 CATCH BASIN awELL MONITORING WELL i7 FIRE HYDRANT • COMPRESSED AIR POWER sVVP- 30-2042 I Y ( 1 1 1 1 A I 1 I 1 t 1 1 1 Y J x f 76598DD ° E 7659800 o° Our Lid 1� BUILDING 4`81 E 1659800 ,l 2 cOn DJ O O 9 ON, E7D� y 5 1 vJ 7 7 � 2EO3 O N °7n7BOC PoiNr oweJ18 Dp 7S !4 aoo* IJ &Lrc e c ❑ Ellq cl:. 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"O CONSULTING ENO R` SITE TOPOGRAPHY rJISHED x4 eAS_D ON kNFOH ;ii -Tl�J _ - BY Tr CONTPA O BY DATE 4 -01 PARKING AREA -a 3 ' DESIGNED: — DATE: 2/93 FILE NAME: - C2' DRAWN: CHECKED: — SCALE:QS SHOWN FlELD BOOK: PAGE: N0. REVISION BY APPR. DATE APPROVED: SHEET: I OF: 13 CONSTRUCTION NOTES QREMOVE EXISTING 15" CONCRETE STORM DRAIN. SEE SHEET 1 C100 FOR REPLACEMENT. Q REMOVE EXISTING CATCH 'BASINS. SEE SHEET C100 FOR REPLACEMENT, QABANDON EXISTING RAIN LEADERS. PLUG WITH CONCRETE, 3 VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE, QREMOVE EXISTING RAIN LEADERS. VERIFY NUMBER AND LOCATION WITH OWNERS REPRESENTATIVE. QABANDON EXISTING STORM DRAIN. PLUG WITH CONCRETE 5 AT EACH END. QREMOVE EXISTING 12" CONCRETE STORM DRAIN. SEE SHEET 0100 6 FOR REPLACEMENT. QREMOVE EXISTING POST INDICATOR VALVES AND RISER, REMOVE PIPING TO EDGE OF DEMOLITION AND PLUG WITH CONCRETE EACH END_ SEE DETAIL 2/C101. REMOVE GUARDPOSTS AS DIRECTED BY BOEING CONSTRUCTION ENGINEER_ QREMOVE EXISTING POST INDICATOR VALVES AND RISER. REMOVE PIPING 8 TO EDGE OF DEMOLITION AND PLUG WITH CONCRETE EACH END_ SEE DETAIL 1 /C 101. REMOVE GUARDPOSTS AS DIRECTED BY BOEING CONSTRUCTION ENGINEER. REMOVE FIRE HEYDRANTS. HYDRANTS SHALL BE SALVAGED AND TURNED OVER TO OWNER. REVISION � >� –SV55L 5 —r— 18" STS 3 srs 5— L HPW 5 — CW 1 1 1Y s r 1 � r 4" STS 0-- I — 2 3 4 -04 BUILDING N I � � — ?— —, CHV S & CHWR \ { CW - U 4 -17 BUILDING 9\ i Q/ i CHWS & R I� TELEPHONE CONSTRUCTION NOTES GENERAL NOTES GENERAL NOTES A9 REMOVE EXISTING CONCRETE BUILDING SLAB(THICKNESS VARIES BETWEEN 5 INCH AND 12 INCH), ASPHALT AND CONCRETE PAVING(THICKNESS VARIES 1_ .LOCATIONS OF EXISTING PIPING RUNS AND FIXTURES 8. CONTRACTOR TO ENSURE ALL EXISTING UTILITIES HAVE BEEN _ STS 18 BETWEEN 3 AND 12 INCH), ABOVE GRADE AND UNDERGROUND SUMPS, ARE TAKEN FROM AS –BUILT DRAWINGS AND SITE PROPERLY DISCONNECTED, REROUTED, OR PROTECTED BEFORE 1 I f ABANDONED 47 FM =� GRADE BEAMS, AND PILE CAPS(WHEN NECESSARY) WITHIN NEW PAVING SURVEYS. LOCATIONS ARE TO BE CONSIDERED DEMOLITION. AREMOVE LIMITS. REMOVE GRADE BEAMS COMPLETELY WHEN ANY PORTION OF THE APPROXIMATE. EXTREME CAUTION SHOULD BE EXERCISED DURING EXCAVATION IN ORDER TO AVOID 9. CONTRACTOR TO COORDINATE SHUT DOWN OF WATER SYSTEM A/� 'GRADE BEAM IS WITHIN 3(THREE) FEET OF FINISHED GRADE. REMOVE PILE DAMAGE TO EXISTING UTILITIES. WITH BOEING FIRE PROTECTION, AND ASPHALT DEMOLTTOOP CAP COMPLETELY WHEN ANY PORTION OF THE CAP IS WITHIN 3(THREE) 5. MAINTAIN FENCE AROUND CONSTRUCTION AREA AT ALL TIMES. FEET OF FINISHED GRADE. SEE 4 -01, 4 -02, AND 4 -03 BUILDING AS –BUILT 7. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING DRAWINGS FOR ADDITIONAL INFORMATION ON EXISTING CONDITIONS. REMOVE 2. IF THE CONTRACTOR ENCOUNTERS LEAKING TANKS OR OF ALL SUMPS AND EXCAVATIONS. ALL ABANDONED UTILITIES ENCOUNTERED AND CAP OR PLUG AT EDGE OF DEMOLITION. EXISTING SOIL CONTAMINATION, THE CONTRACTOR SHALL 187 RCP STORM DRAIN REMOVE EXISTING PILE CAPS AND GRADE BEAMS. CUT EXISTING PILES TO IMMEDIATLY NOTIFY THE OWNERS REPRESENTATIVE. 11. UNLESS OTHERWISE NOTED, ALL HYDRANTS AND POST INDICATOR VALVES WITHIN DEMOLITION LIMIT TO REMAIN. PROTECT DURING 3(THREE) FEET BELOW THE BOTTOM ELEVATION OF THE WET VAULT BASE SLAB. ALL EXCAVATED MATERIAL SHALL BE EXAMINED BY FACILITIES CONSTRUCTION. A REMOVE EXISTING LIFT STATION AND CONCRETE SUMPS. ENVIRONMENTAL REPRESENTATIVES PRIOR TO DISPOSAL OFF SITE. 3. MAINTAIN TRAFFIC FLOW DURING CONSTRUCTION. USE TRAFFIC CONES 12. SHORT LENGTHS OF HIGH PRESSURE WATER MAIN SHALL BE SHUT REMOVE EXISTING CONCRETE PIT. AS NECESSARY. PROVIDE CONES AND FENCING AND DOWN BETWEEN SECTION VALVES DURING REMOVAL OF ADJACENT STORM DRAIN. COORDINATE WITH BOEING FIRE PROTECTION_ WATER LINE TO REMAIN STEEL AIR LINES TO REMAIN. PROTECT DURING EXCAVATION USE EXTREME CAUTION CONSTRUCTION. (TYP) DURING EXCAVATION AND SAWCU T TING. —12 "STS —i2"STS 2 STS HP7V HPW STS /„' HIGH VOLTAGE P 7 -04 ELECT CON BUILDING A a STS 10'HPY! REMOVE EXISTING T DOMESTIC WATER AND VALVES. / REVISION f = SEE SHEET C102 FOR PHASING AND REPLACEMENT. f - _ S STS t� / A REMOVE EXISTING 10" HIGH PRESSURE WATER LINE AND 15 POST INDICATOR VALVES, GUARD POSTS AND A - -!_ -- PROTECTIVE CONCRETE WALLS. SALVAGE VALVES AND r TURN OVER TO OWNER. SEE SHEET C102 FOR PHASING AND REPLACEMENT. < REMOVE EXISTING HYDRANT H9. HYDRANT SHALL BE / SEC12A — _—H11 "STS METAL PLATES AS NECESSARY OVER TRENCHES. _ STS 18 REMOVE EXISTING CONCRETE WASTEWATER SUMP AND PIPING. 4_ MARKS HAVE BEEN PLACED ON PAVEMENT BY UTILITY LOCATOR SERVICE 1 I f ABANDONED 47 FM =� EXISTING STORM DRAIN PIPING TO EDGE OF DEMOLITION rf SMALL UTILITIES AND OTHER NON –METAL UTILITIES MAY NOT HAVE AREMOVE AND PLUG WITH CONCRETE EACH END. 6 BEEN IDENTIFIED. CONTRACTOR TO VERIFY BEFORE START OF DEMOLITION. A/� REMOVE EXISTING 4" FORCE MAIN WITHIN DEMOLITION LIMITS. PLUG WITH 5. FOR SCOPE OF UTILITIES REPLACEMENT, REFER TO SHEET X100. AND ASPHALT DEMOLTTOOP CONCRETE AT EDGE OF DEMOLITION. 5. MAINTAIN FENCE AROUND CONSTRUCTION AREA AT ALL TIMES. REMOVE EXISTING 2" AIR LINE AND CAP AT MAIN. 7. RECORD LOCATION AND ELEVATION OF ABANDONED PIPING AND PITS ON THE RECORD DRAWINGS. REMOVE EXISTING POST INDICATOR VALVE AND RISER. REMOVE PIPING 187 RCP STORM DRAIN TO MAIN SIMILAR TO DETAIL 2/C101. CAPPED EACH SIDE OF 8 4 -20 BUILDING 6 8 EXISTING CEM PROTECT DURING CONSTRUCTION SV56 SV57 SV58 H10 SV59 SP107A = SV60 8 "ST3 66 STS 8"STS HP:`r 10' Ht'1° 2— 8 "STS —18 "STS - -- TS STS 18" STS WATER LINE TO REMAIN STEEL AIR LINES TO REMAIN. PROTECT DURING EXCAVATION USE EXTREME CAUTION CONSTRUCTION. (TYP) DURING EXCAVATION AND SAWCU T TING. —12 "STS —i2"STS 2 STS HP7V HPW STS /„' HIGH VOLTAGE P 7 -04 ELECT CON BUILDING A a STS 10'HPY! REMOVE EXISTING T DOMESTIC WATER AND VALVES. / REVISION f = SEE SHEET C102 FOR PHASING AND REPLACEMENT. f - _ S STS t� / A REMOVE EXISTING 10" HIGH PRESSURE WATER LINE AND 15 POST INDICATOR VALVES, GUARD POSTS AND A - -!_ -- PROTECTIVE CONCRETE WALLS. SALVAGE VALVES AND r TURN OVER TO OWNER. SEE SHEET C102 FOR PHASING AND REPLACEMENT. < REMOVE EXISTING HYDRANT H9. HYDRANT SHALL BE / SEC12A — _—H11 "STS TO REMAIN _ STS 18 CATCH BASIN —CHWS— @O 1 I f ABANDONED 47 FM =� AUXILIARY FIRE LINE rf TO REMAIN_ PROTECT HPW DURING CONSTRUCTION 6 REVISION (� AREA OF CONCRETE _GM_ STS AND ASPHALT DEMOLTTOOP HPW 15 "STS JUNCTION BOX � I F- – WEf VAU LTA LOCATION '- - - - - -- - - - -- REMOVE UTILIDOR WITHIN NEW PAVING LIMITS_ SEAL END OF UTILIDOR AT EDGE OF PAVING LIMITS PER SHEET C51. U L� MONITOR WELLS TO REMAIN a PROTECT DURING CONSTRUCTION JUNCTION 2 BOX 12" TS 33 "STS i 7 Ds, T 70112 �ry — PW / .0 "HPW 4 -81 BUILDING PROPOSED REMOVAL EXISTING D 11 _m HPW - SALVAGED AND TURNED OVER TO OWNER. ao o ao ao Qj REMOVE EXISTING MANHOLE AND VALVE. SEE GRAPHIC SCALE o SHEET C102 FOR PHASING AND REPLACEMENT. II I wP-30-2042 LEGEND PROPOSED, ABANDON OR REMOVAL © 0 MANHOLE �r O CATCH BASIN —CHWS— @O MONITORING WELL CHILLED WATER RETURN rf FIRE HYDRANT HPW HIGH PRESSURE WATER VALVE STORM DRAIN W AREA OF CONCRETE _GM_ GRAVITY MAIN (SANITARY) AND ASPHALT DEMOLTTOOP POWER RISER �,yq�p�ii5y� EXISTING A COMPRESSED AIR, AF AUXILARY FIRE —CHWS— CHILLED WATER SUPPLY —CHWR— CHILLED WATER RETURN FM FORCEMAIN HPW HIGH PRESSURE WATER STS STORM DRAIN W WATER _GM_ GRAVITY MAIN (SANITARY) P POWER RAIN LEADERS RE QRD DRAWINGS RAMER CHIN .> � CONSUL I?1G ENGINEERS c �;.� BASc "D Oh! IN ORMATION FURPJISHE� � a.�";,• � (1�B—YT/H'E CONTRACTOR/ � �,, � i CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ARCHITECTURAL AND UTILITY DEMOLITION PLAN 4 -01 PARKING AREA DESIGNED: PATE. 2/93 FILE NAME: C20 DRAWN: SCALE'AS SHOWN FIELD BO PAGE CHECKED: DATE APPROVED: oicroa of ws .o "u: SHEET: 2 OF: 13 - -- v - � JIKWINU ANIJ JII�NAUL o -.c In THIS AREA. J _ J In- -- - - - - -- --- - - - - -- --- - - - - -- ----- - - - - -- - - - -- - - - - - - -- - - ----- - - - - -- --- - - - - -- N - - - - -- - -- - - - - -- J T ----- - - - - -- -- - - -- -- - - - - -- ---- - - - - -- - -- --- - - - ---- - - - - 14-7 - --- -- - -- - -- - - - - - - - -- -- -- - - — ___ - - - - - - - - -- - - -- 40' - - 24' --- 40• - ---- 24' - -- -- 40' 24' 40' 24' 0' -24' 40' 24' 40' 24# EXISTING ROADWAY - - - -- -- - - - - - - - -- — -- - - - -- - -- - - - GENERAL NOTES 1. CONTRACTOR TO STRIPE AS SHOWN_ 2. CONTRACTOR TO REMOVE EXISTING PARKING STALL STRIPING IN AREA OF NEW STRIPING BY GRINDING MACHINE. SAND BLASTING WILL NOT BE ALLOWED. 3. CONTRACTOR SHALL FIELD VERIFY LIMITS OF PARKING STALL STRIPING AND SAFETY YELLOW STRIPING WITH BOEING CONSTRUCTION ENGINEER BEFORE PAINTING. LEGEND ' Y 40' 0 40' 80' o EXISTING PROPOSED RECORD DRA1A�Qlo I CITY OF RENTON POST INDICATOR \�.- ._ *_RS I DEPARTMENT OF PUBLIC WORKS N VALVE • GUARD POST 4 -01 PARKING AREA FIRE HYDRANT - -- DRAWN: ' CHECKED: SCALE:AS SHOWN FlELO BOOK: —E: PARKING STALL NO. REVISION BY APPR. DATE APPROVED: - SHEET: 3 OF: 13 swp- .� ® -ao4Z STRIPING SAFETY YELLOW STRIPING ' Y 40' 0 40' 80' o GRAPHIC SCALE Da,2042 RECORD DRA1A�Qlo I CITY OF RENTON \�.- ._ *_RS I DEPARTMENT OF PUBLIC WORKS N ' y SASEFl \ RNI Ti . . FURNISHED ! H) n TAR STRIPING PLAN riY E TE 4 -01 PARKING AREA DESIGNED: DATE: 2/93 FILE NAME: C30 DRAWN: ' CHECKED: SCALE:AS SHOWN FlELO BOOK: —E: NO. REVISION BY APPR. DATE APPROVED: - SHEET: 3 OF: 13 swp- .� ® -ao4Z 6' CEMENT CONCRETE 13 9. , 12'-07'_= 61 TYP OF 2 X 0 SEE DETAI 11 i01 OR P VE t T @ utl J JL At txl�) I ELE TRICA CONBUIT. iM :H r 4' 66• 66, 66• 87' 87' GENERAL NOTES 77 1 ALL EXISTING SURFACE CAPS AND M MANHOLE RING AND COVERS SHALL U)l BE RESET 10 NEW GRADIE- i:H -H F- 2. EXACT LOCATION OF CATCH BASINS MATCH EXISTING PAVEMENT ELEVATIOP (—ASPHALT CONCRETE PAVEMENT i�) 0 (N ALONG WEST PAVING LIMITS WILL PER DETAIL 2/C52 a- Ld DEPEND ON LOCATION OF EXISTING � STORM DRAIN 10 BE REPLACED- cp CONTRACTOR SHALL VERIFY LOCATION OF STORM DRAIN AND CATCH BASINS I"w BEFORE START OF CONSTRUCTION- m 4 U) • SEE CIO FOR CONCRETE G • —n — ; -H • PAD IN ASPHALT • LEGEND _PAVING AREAS EXISTING PROPOSED 61 WATER VALVE Yr GUARD POST TYPE (SEE NOTE SHEE C52). EXIST MANHOLE CONTR CTION JOIN S. PER .DETAIL 9 x 19' CEM C NC 5/C52, TYP LIFT STATIONS TYPE I CATCH BASIN S E L VERIFY EXIST E IONS • TYPE 11 CATCH BASIN 11 52 ILAR PAVEMENT 01 T AT ... FIRE HYDRANT CEM CONC MT 0 1�0 - --- -_ - - _b I . . I lb I . zil . . . . .0'� I - ­ - PAVEMENT CROWN .1 , ELEVATION ...... -019 SPOT ELEVA 0 (SPOT OR JOINT TO SEE DETAIL ll/C52 FOR 1 LEFT OF ELEVATION PAVEMENT JOINT AT EXIST NUMBER) -CEMENT CONIC PVMT �Lo AIR tK 1-09% PAVEMENT SLOPE �V) CONTINUOUS 1STIN PAVEMENT CROWN OR T FOR. EXIST 0NG P),, Ld PAVEMENT Ty SLOPE TO\FROM EXIST GRADE ASPHALT CONCRETE ENCASE 9' AIR PAVEMENT LINE PER DETAIL 10/C52 CEMENT CONCRETE PAVEMENT 57�1' W 0 If 0 0 — SLOPE TO 0 12i :5 Of Lu > 140' 135' 6 mo -,To - 9*1 20' 0 20' 40' GRAPHIC SCALE SOUTH PAVING PLAN AS SHOWN 4-21 4-20 w E - WASHINGTON msi le {jjjKEY PLAN RFrt).RD s 01: ;W-ON W,.zATION CONT FACTOR BY !U— ATP ? h A I/ / 12" CEMENT CONCRETE PAVEMENT EXISTING VAULT TO REMAIN NOTES: 87' 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 12'± 12'± ISTING 1 ALL EXISTING -SURFACE CAPS MATCH EX AND MANHOLE RING AND E PAVEMENT ELEVATION:,,�: SHALL BE RESET TO NEW GRADE- 2- PAVEMENT JOINT LAYOUT PJ :H DIVERSION STRUCTURE MAY T - -- VARY DEPENDING ON LOCATION f OR EXISTING 1T STORM DRAIIN SEE GENERAL NOTE ASPHALT CONCRETE PAVEMENT E H S 2 SHEET C50 PER DETAIL 2/C52 A -H 16 A rot DIVERSION STRUCTURE LAYOUT ---- A- 4k 1 to -1ro 1110 LEGEND p EXISTING PROPOSED HYDR,�WT H19 SEE(& GUARD POSTE C, ADD PER! WATER VALVE + 0 SLOPE TO DETAILS 4/C101 &!5/ClOt 3 • R GUARD POST DRAIN, TYP FO CO RETE PAD IN, ASP T PAVING AR S - TYPE I CATCH TYPE 2 tK REPLACE WITH BASIN i (SEE NOTE 2.,,SHEET C52) c9b 12" REINFORCED • IN �l IN �p A 'A A TYPE If CATCH 1 !CONTRkCTIONrJOINTt PER \ro CONCRETE N BASIN DETAIL 5/C52 TYP; FILL UTILIDOR WITH CONCRETE TO �o A 4 (:�v FIRE HYDRANT tKo A. NEAREST LID JOINT- i, lb- BEYOND NEW PVMT SPOT ELEVATION PAVEMErT CROJN;� (SPOT OR JOINT + EXISTING UTILIDOR I -,Ib TO LEFT OF PAVEMENT CROWN A ELEVATION NUMBER) Aa'94 CENTER CATCH BASIN FRAME 6b 1-009 PAVEMENT SLOPE AND COVER IN SLAB o- SEE DETAIL 1/S501 FORLT A- CONTINUOUS MATCH EXIST� JOINT' JOINT DETAIL 0 WETVAU i NEW PAVING I i LIMITS PAVEMENT SLOPE SP CING , TYP -�-"To MATCH EXIST Cn TO\FROM -CONC PAVEMENT A EXIST GRADE i , TYP WETVAULT JOINTS ASPHALT CONCRETE 0 MATCH 'CROWN LOI6ATION 1 SEE SHEET S500 PAVEMENT OF EXI 45 1') 1 S CEMEiNT -lb ew CONCRETE �qEM �b CEMENT CONCRETE SEE D----TAIL AND 9/C52 TYP OF 4 Lki I I CATCH BASIN SEE DETAILS 8/C52 ­:�--,ADD 5 GUARD -AVEMENT C FOR T(PICAL 10 U INUKLIL cn 11 4) 1�� t�l �b �b 1�b 4 9�� POSTS PER DETAILS ---NT S CTI '�4/C­101 & 5/C101 SEE DETAIL ll/C52 PAVEM NI - Lli FOR SIMILAR rvml z JOINT AT EXIST so Q, CEM CONIC PVMT -,,A b (oq - �p �'3 A 'A J --l" 'IV 4v 's� PROVIDE PAVEMENTI JOINT • AT CATCH BASIN PER <-ro 6% DETAIIJ 9/1052 A cc Tmd 4 �Z U 'TU I t7 DIVERSION STRUCTURE SIF -E-;TfEt-F 550q AND IS -o GENE NOTE: 2! -THIS SHEUET 135' SEE DETAIL 11 /C52 FOR JOINTS WITH DOWEL BARS SEE DETAIL 3/C52 FOR JOINT 'T� PAVEMENT JOINT AT EXIST AND TYPE 2 CONTRACTION CEMENT CONC PAVEMENT JOINTS PER DETAIL 5/C52 TYP NL� a WEST PCO PAVEMENT EDGES MATCH EXISTING 20' 0 20' 40' GRAPHIC SCALE NORTH PAVING PLAN AS SHOWN -SWR-30 -2042 4-21 4-20 LAKE WASHINGMN 4-117 4-17 4-81 F- R�C(DRD DRAWINGS 1 KRAPOFR, CH N' f BASED ON .'JF0FlMA URN�SHE� BY T.ILE CONTPACTOR KEY PLAN CITY OF RENTON DEPARTMENT OF PUBLIC WORKS NORTH PAVING PLAN 4-01 PARKING AREA DESIGNED- DATE: 2/93 FILE NAME C51 DRAWN: CHECKED: SCALEAS SHOWN .E BOOK: PAGE APPROVED SHEET. 5 OF: 13 #5 @ 12 "EW TYP 3„ ALL PAVEMENT SLABS CLEAR �FJ 4' CRUSHED SURFACING TYPE R COMPACT UPPER 12 OF SUBGRADE 95% MAX DRY DENSITY (TYP) 12" REINFORCED PCC PAVEMENT 1 SCALE: NONE C51 ASPHALT CONCRETE PAVEMENT CLASS 8 SEAL COAT FINAL JOINT SHALL BE SAWCUT EXISTING AC PAVEMENT OR OVERLAY 3 "AC PAVEMENT 3" TYPE R + SURFACING 4" TYPE M SURFACING COMPACT UPPER 12" OF SUBGRADE TO 95% MAX DRY ASPHALT CONCRETE DENSITY PAVEMENT SECTION 2 2 SCALE: NONE C50 C51 USE EXISTING JOINT OR SAWCUT EXISTING PAVEMENT WHERE REQUIRED PROVIDE 1/2" GAP 1/4!' x2" JOINT MATERIAL AND FILL WITH SEALANT EXISTING PAVEMENT ROUGH UP EDGE 24 �l OF EXIST CONC PAVEMENT _ MO DRILL EXIST SLAB FOR DOWEL BAR SEE NOTE 1 _ _ 2„ PCC PAVEMENT TO EXISTING PAVEMENT 3 3 SCALE: NONE C50 C51 JWP-70 -2042 1/47 x2" JOINT MATERIAL, OR TOOL GROOVE AND THEN SAWCUT JOINT. FILL WITH JOINT SEE NOTE 3 SEALANT TO 1/4" OF SURFACE, SEE 5 - o TYP < 0 SEE NOTE 1 CONTRACTION JOINT TYPE 1 4 SCALE: NONE - Ie. SEALANT I ^ I SEE NOTE 1 t; JOINT MATERIAL 7 SEE KEYWAY DETAIL - -- - - - - -- (KEYWAY NOT REQUIRED CA FOR TRANSVERSE JOINTS) SEE NOTE 2 1/4" x2 "JOINT MATERIAL FILL WITH JOINT SEALANT CONTRACTION JOINT SEE TYPE 2 s SCALE: NONE JOINT SEALANT EXISTING SLAB OR UTILIDOR 1 /2" JOINT MATERIAL EXPANSION JOINT TYPE 3 6 SCALE: NONE - N N a N 0 KEYWAY DETAIL 7 SCALE: NONE CONTRACTION JOINT �- _- 1 4- #5 T&B TYP EA SIDE ; �O . YP O- 1 "PREMOLDED JOINT FILLER #5 012"OC EW EXIST 9*AIR LINE 12` DETAIL / \ DE / \ 13 SCALE: NONE CONTRACTION JOINT / PAVEMENT PLAN \ SEE RENTON STD $ a O DETAIL FOR FRAME AND GRATE N 3� O -I 1fl UNIFORM SLOPE CATCH BASIN, 1/i EXPANSION JOINT \ TYPE 3 \ / / SEEe 2- 05 TOP & BOT / EACH SIDE TYPICAL REINFORCED PCC PAVEMENT s SCALE: NONE C51 CRUSHED SURFACING PER DETAIL �\ VARIES 07TO 3"AC PAVEMENT CLASS B CONCRETE DEPRESS GRATE 0.1' �- _- 1 SPRING LINE 3 1 "PREMOLDED JOINT FILLER #5 012"OC EW EXIST 9*AIR LINE 12` DETAIL 10 10 SCALE: NONE C50 C100 DEPRESS GRATE 0.1' PROVIDE 3/4" THICK ,- COMPACT FULL DEPTH EXPANSION JOINT PAVEMENT ELEVATION OF BACKFILL AROUND CATCH BASIN TO 95% PO EMENT ELEVATION SURFACE ON TOP COMPACTION CATCH BASIN GRATE BASIN, BETWEEN PAVEMENT PLAN CATCH BASIN AND UNDERSIDE OF SLAB. SEE RENTON STD $ a O DETAIL FOR FRAME AND GRATE N 3� O -I 1fl UNIFORM SLOPE DEPRESS GRATE 0.1' PROVIDE 3/4" THICK BELOW NORMAL EXPANSION JOINT PAVEMENT ELEVATION MATERIAL ON HORIZ SURFACE ON TOP RING OF CATCH BASIN, BETWEEN PAVEMENT PLAN CATCH BASIN AND UNDERSIDE OF SLAB. AT CATCH BASIN $ SCALE: NONE - CONCRETE PAVEMENT JOINT NOTES 1. USE DOWEL BARS, 1 1/4" x1g' @ 1Z'OC, SMOOTH ROUND GRADE 60 OR BETTER, EPDXY COATED AND GREASED. PROVIDE PLASTIC CAP TO CREATE GAP ON GREASED END. 2. JOINTS ARE TO BE CONTRACTION JOINTS TYPE 2 UNLESS PAVED BY A MACHINE CAPABLE OF PLACING AND FINISHING CONCRETE FOR TWO PANEL WIDTHS (IN WHICH CASE A CONTRACTION JOINT TYPE 1 CAN BE USED) CONTRACTOR SHALL SUBMIT DESIGN ON TYPE AND JOINT SPACING PRIOR TO CONSTRUCTION - 3. PROPOSED SAWED JOINTS SHALL FIRST BE TOOLED, TOOLED, THEN SAWCUT IMMEDIATLY AFTER INITIAL SET_ 4. PAVEMENT REINFORCEMENT MAY BE CONTINUOUS THROUGH A MAXIMUM OF 4 JOINTS SUBJECT TO PRIOR APPROVAL BY THE ENGINEER - 3' #6 @12 "OC EW CLEAR Iw w c M U COMPACT UPPER 12" OF 4 7CRUSHED SUBGRADE 10 95% MAX SURFACING TYPE R DRY - DENSITY 6" REINFORCED - PCC PAVEMENT 12 SCALE: NONE C50 -rvolr'Al QAVf7n4ENT TAIL e PAVEMENT DETAIL 13 SCALE: NONE C51 C @12 "OC CLASS B ASPHALT JOINT MATERIAL CONCRETE PAVEMENT AND SEALANT PER #6 @12" OC EW DETAIL 5/C52 SEAL COAT 1 -6 EXISTING CEN (CONC PVMT S' AC 20 - 7 "CRUSHED N SURFACING _PER - -- DETAIL 2 CRUSHED SURFACING PROVIDE DO EL C52 PER DETAIL 12/C52 PER GENERAL NOTE 1 #6 @12" OC 2 - #6 COMPACT UPPER PAVEMENT DETAIL 14 12" OF SUBGRADE SCALE: NONE C50 TO 95% MAX - DRY DENSITY CITY OF RENTON PAVEMENT DETAIL 11 11 4, RECORD DRAVVII`RG`' DEPARTMENT OF PUBLIC WORKS C50 C51 KRA ?DER, CHIN R f laYO SCALE: NONE i CONSULTING EI S PAVEMENT DETAILS i 8'SF O ON, 1a �?ivl le BY ,, , F i T C , RAC -. 4 -01 PARKING AREA BY 4NTE, -- DESIGNED: -- - - - DATE: 2/93 FILE NAME: C52 DRAWN: CHECKED: SCALE:AS SH OWN REM 90GK: PAGE NO. REVISION BY APPR. DATE APPROVED: oaccrae or weuc ,.vwKS SHEET: 6 OF: 13 STRUCTURE 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 INSTALL BLIND THRUST BLOCK SURFACE FLANGE AND THRUST PER DETAIL 8 I BLOCK AT TEE THIS SHEET NOTE: SUBGRADE PAVEMENT SEE PjV PIV \ \ \�\ -4---- 1. LOCATE POST SO THEY DC/ ° sl ° DETAILS 1 2 „ _ 5"'STANDARD PIPE GUARD, NOT OBSTRUCT LINE OF FLOW CS CS FINAL JOINT TO TYP., SEE NOTE1 TRENCH BACKFILL ° ° REMOVE POST 8 j OF HYDRANT CLASS III cps BE SAW —CUT INDICATOR VALVE / 4' 2 n / YY 5 x30LONG . POSTS TO BE PLUMB # " l AND RISER. REMOVE � ! % � `b � ° 9 � � ° DOWEL BARS PIPING WITHIN AREA HYDRANT OR PIV VALVE `` 3. PAINT POST SAFETY YELLOW @18 "OC (TYP) OF CONCRETE AND r 6" �' BEDDING � (YE -1) (TYP) CLASS X i OMIT DOWELS ASPHALT DEMOLITION NOTE: Q-• i -� TRENCH SUPPORT FOR EXISTING < AND PLUG WITH / VALVE REMOVAL 4. BULL NOSE OUTSIDE EDGE OF UNDISTURBED I SYSTEM AS REO'D ASPHALT PAVEMENT CONCRETE EACH / PIPE. CONCRETE FILL FLUSH DRILL AND GROUT X SIMILAR FOR NATIVE END y HYDRANTS H8, H1 1 Q WITH TOP OF PIPE AND MATERIAL STORM DRAIN INTO EXISTING SLAB 6„ TO REMAIN r AND H 10 - -�— TROWEL FINISH. z IN SERVICE —� -- % UNSUITABLE �!i NOTE: HYDRANT LINE OF 5. OMIT GUARD POST ON THE FOUNDATION CONIC SHALL MEET THE —1oHPw — FLOW T" SIDE OF ANY HYDRANT EXCAVATION AN REQUIREMENTS OF SECTION 5 -05 AGAINST OR WITHIN 4' —O' BACKFILL TYPE R_ e s o e e OF WSDOT —APWA FOR 3 —DAY MIX OF A BUILDING. LOCATION AND 8 WITH TYPE III CEMENT. EO.� EO. DEPTH TO BE 8 0 j DETERMINED BY �`�� %� ���� GEOTEXTILE USED 72' ENGINEER PAID FOR OD+2.0'MAX 12 "0T0 42 "0 WITH UNSUITABLE TYP UNDER BID ITEM 2. OD4-1.0'MAX LESS THAN 12"0 FOUNDATION EXCAVATION VALVE REMOVAL PLAN OF TYPICAL PIPE AT HYDRANT TYPICAL GUARD POST 4 TRENCH SECTION 7 SCALE: NONE C20 SCALE: NONE SCALE: NONE — — SEE NOTE 4 PROTECT PLUGS FROM CONCRETE, TYPICAL c A A PIV � 5" STD. PIPE 4' -0' LONG REMOVE POST INDICATOR WITH CONIC CORE — 2000 PSI y VALVE AND RISER_ REMOVE PAINT SAFETY YELLOW PIPING WITHIN AREA OF 6" GRADE — CONCRETE, GROUND C CONCRETE AND ASPHALT 9 REPLACE TO MATCH DEMOLITION AND PLUG OR ASPHALTIC CONCRETE EXISTING PIPE DIAMETER f / WITH CLASS 52 WITH CONCRETE EACH END. DUCTILE IRON 1� i� y9(i RFNIn PI11(,(' Fr) CR(1QS 10 'HPW I I -- -- Il _-------i0'HPW----- i FLEXIBLE y/ COUPLING EACH SIDE POST INDICATOR VALVE REMOVAL 2 SCALE: NONE C20 2' -0" MIN NEW STORM DRAIN 8" MIN 8" #4 @ 12" ALL AROUND CONCRETE AREA IN SO FT AGAINST SOIL FOR EACH PIPE SIZE EXISTING STORM DRAIN FROM 4" _PHASE 1 8" MATCH EXISTING A INVERT 3 — #4 HOOPS 18.0 z M #5 HOOPS #4 @ 12° @ 6" OC ALL AROUND Y N CLOSURE %31 SCALE: NONE C100 -3111 -3O -2042 I z I I I I I c i 1 >I I L J 2000 PSI CONCRETE 12"0 ELEVATION OF TYPICAL GUARD POST 5 SCALE: NONE — 8" CLASS III CONC PIPE. MINIMUM COVER OVER TOP OF PIPE SHALL BE 18" SLOPE 0.5% MINIMUM. WYE CONNECTION NEW STORM DRAIN CB CONNECTION TO NEW STORM DRAIN CATCH BASIN TO MAIN STORM DRAIN CONNECTION 6 SCALE: NONE, C100 _ ___ c r C PIPE SIZE PLUGGED CROSS B a. D d -. rPIPE E TEE B a e -. - 9�- I o , 4- 5A PROTECT PLUG FROM CONCRETE W /POLYETHYLENE B BLOCK LETTER CONCRETE AREA IN SO FT AGAINST SOIL FOR EACH PIPE SIZE JUNCTION BOX 4" 67 . 8" 10" A 4.5 10.0 18.0 1 28.0 B 3.5 7.0 12.5 i 19.5 C 2.5 5.5 9.5 15.0 DEAD END CONCRETE THRUST BLOCK 8 SCALE: NONE C20 CEMENT CONIC / (8 CH )TO T PLACEMEN PATCH TO BE 1' THICKER THAN — PREVIOUSLY EXISTED a (EXISTING ASPHALT OR CEMENT CONC PAVEMENT 6" MIN TYPE R CRUSHED ROCK TRENCH BACKFtLL CLASS 11 CEMENT CONCRETE PATCH OVER PREPARED GRADE s SCALE: NONE C100 EXISTING FILL OPENINGS FROM JUNCTION BOX REMOVED 12" AND 15" DIA STORM DRAINS WITH CLASS B CONCRETE 2 — #5 HOOPS PIPE STUB TYP " INSTALL 27•' >. STORM DRAIN AT BOTTOM OF EXISTING JUNCTION BOX EL — 11.0 ± VERIFY �1 4 8 "' MIN SIDES AND BOTTOM 2' -6' SET IN 1' DIA x 4 " HOLES W /EPDXY GROUT TYP ALL AROUND CONNECTION DETAIL AT EXISTING JUNCTION BOX 10 SCALE: NONE C100 CCC -All I7 /I"c�2 NF 2 — #6 1/2" PREMOLDED 2' -0'• � JOINT FILLER I EXISTING ELECTRICAL DUCT PAVEMENT DETAIL AT EXISTING ELECTRICAL DUCT Z)w2042 11 SCALE: NONE C50 7 RECORD DRAWINGS CITY OF RENTON ' KRRRIEH, CHIC & :t•?RYG DEPARTMENT OF PUBLIC WORKS I = CONS,'TING ENUNEERS 1 AS'tD BY INPOCONT.o>� -uP,nlshEO WATER AND STORM DRAINAGE DETAILS BY T conrRacrcB = = =_ erSFt��oArE _�_Lg3. 4 -01 PARKING AREA DESIGNED: - :,2/93 FILE NAME: C101 DRAWN: CHECKED: SCAIE:AS SHOWN RE. BOOK: PAGE: REVISION BY I APPR. I DATE APPROVED: oiaccron or a "e "ca.t SHEET: 8 OF: 13 NOTE: EXTREME CARE SHALL BE USED WHEN WORKING IN THE VICINITY OF OR CROSSING THE EXISTING WATER MAINS TO MAINTAIN 'FIRE PROTECTION AND DOMESTIC WATER SERVICE UNTIL THE NEW SYSTEMS REMOVE HYDRANT H8, REMOVE HYDRANT H10 REMOVE HYDRANT H11, ARE OPERABLE- , VALVES & POSTS VALVES & POSTS VALVES & POSTS PER SHEET C20- SHEET C20 PER SHEEP C20 l-- _ - _ - - - cy^ r _ I ABANDONED ;- 'REMOVE EXISTING PIV ABANDONED PER SHEET C20 ABANDONED c VALVES (T P OF 15) y ¢ G ABANDONED PER ABANDONED PER SHEET C20 PER SHEET C20 = PER �HT C20 i SHEET C20 - c' & CONC GUARD WALL (OR POSTS), NOTE 3 u - = ` /. REMOVE HYDRANT H9, T w - - _. SEC 7A ND SHEET C20 y VALVES &POSTS r - -- - r � � - - E213 -. _ ' - - - - - _ - _ - - - - - ._ :- _- - _ - - 4�-P - - - - - ° -I -? -- - - - - �,; r- - -- - - - �- - 12 "STS - - - -i BEN TEE W/ PLUG. t - �- 5 =j - s �_ - - c. 90* BEND _ - _ - - _ -P_ -PER -SHEET- � . 1 _ I� t - - - - - - - - - W - - - - - - - - - - - - -_ - - - - - - - - � Z -`L -� - -- 1rHPW-- -+� -I- , -- ------ 1---- - - - - -- 1 - -- --- IrHPw-- �1- - - - - -- - =i^ J- �- - -_- - i_r_ H_PW_- 1----- - - - - -- -�- � -ice --- 1rHPW1 - -' - '- ` - - - - - - -- -------- >3'1CM�- - - --- - - - - -- - I ---- 8"CW - - - -- = .� = - - -- - - -8"CW- S' BEND ------ - - - - -- ---- 8"CW - - - -- - - - -- -- 1. _rC.. 90' BEN - -- - - - - -' -- - - - - - - - - - - - - - -- - -- — - ti_ - - - - i G I - - - -- rGrt- - - - -- ----- - -�,.w -6�M - - - - HPW & DOMEST 1 BEND - IC _ r,` HYD ASSEMBLY PER - - - - - - _ REMOVE_ EXIST - I 90 REMOVE EXISTING CONCRETE GRADE REMOVE EXISTING I WATERLINE BETWEEN RENTON STD DETAIL < BEAMS, WALLS AND PILE CAPS PER REMOVE EXISTING HPW & DOMESTIC NEW MAIN CONNECTIONS 6 -7 (TYP OF 2). SEE SHEET C20 AS NECESSARY FOR MANHOLE & VALVE WATERLINE BETWEEN PER SHEET C20 SPEC SECTION 02665 PIPE INSTALLATION TYP PER SHEET C20 NEW MAIN CONNECTIONS 7 -25' 6.5' FOR APPROVED MANUFACTURER . PER SHEET 20 4' 4 6 61° 58' 53 -9' 11' 62' 52.5° 7 -3 8.2' 57 -75' 56.5' 5' Tj 60.7' 61' 3' FOR CONNECTION 2.5% SEE RENTON STD 2-6° NOTES /'A'E VALVE DETAIL 6.29 (TYP OF 4) PLAN 1 INSTALLED IN VAULT 1"=20' 1- MAINTAIN EXISTING CW AND HPW MAINS IN 6. ALL WORK AND MATERIALS SHALL MEET OR SIMILAR TO RENTON EDGE OF SERVICE UNTIL NEW MAINS HAVE BEEN INSTALL- EXCEED CITY OF RENTON STANDARD DETAILS OR STD DETAIL 6.18 CONCRETE 3' CLEAR ED DISINFECTED FLUSHED AND TESTED AS MODIFIED BY BOEING STANDARD SPECIFICA- PIPE TEES & 90' 45 22.5 11.5 SIZE ENDS BEND BEND BEND BEND VALVES 4 4 4 4 2 - 4 6 8 10 6 4 2 4 8 12 12 10 6 4 6 10 18 26 14 8 4 8 12 28 36 20 12 6 10 NOTE: UNITS IN SQUARE FEET. NOT SHOWN TYP CORNIER THRUST BLOCK (PIV) REINFORCEMENT � BEARING AREA 2 PLAN 00 NO SCALE - ' 18" __ CONNECT TO FIRE HYDRANT SURFACE �_ EXIST 6" OR 8" PIPE 8"C'W D - - HIGH PRESSURE WATER OK TO ENCASE p E \ .� - -_ , 2y S_` SUBGRADE EXIST HPW --" . / \i I 2 0 0 oI S - NOTE 4 NECESSARY TO MAKE TRENCH BACKFILL m g (PING AS NOTED - -GM- - - -GM__ ._ GRAVITY MAIN SDENSITY �M I VERTICAL TRENCH DRY I SUPPORT SYSTEM COMPACTION oo 'z $ BY CONTRACTOR o AS REQUIRED 6" MAX BEDDING TYPE X, Z 8' LIFTS, 95% COMPACTION 6" MAX 12" DI a l OD +1.O'MAX UNDISTURBED NATIVE MATERIAL n FOR SINGLE PIPE OR FOUNDATION GRAVEL AS NECESSARY TYPICAL PIPE TRENCH SECTION 3 NO SCALE - TYPICAL HPW CONNECTION 4 NO SCALE - EXISTING PIV TO BE REMOVED I 2' - TYPICAL HPW SECTION- 5 NO SCALE - -5 WA -•,3c -2C42 I I I I I I I A I I 1 I X I I I Y I Y 1 z 2. SUBMIT PHASED CONNECTION PLAN WHICH WILL MINIMIZE HPW DOWN TIME. 3. SALVAGE ALL POST INDICATOR VALVES AND HYDRANTS AND TURN OVER TO OWNER - 4- ALL FIRE PROTECTION MATERIALS SHALL BE APPROVED BY FACTORY MUTUAL AND ALL HPW VALVES SHALL BE GATE VALVES WITH POST INDICATORS_ 5_ PROVIDE POST PROTECTION SIMILAR TO HYDRANT PER 4 /C101 FOR ALL POST INDICATOR VALVES. PLACE POSTS AS DIRECTED FOR MULTIPLE VALVES. TION 02665. THE INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL FIRE PROTECT- ION ASSOCIATION'S NFPA 24- 7. ALL PIPE SHALL BE DUCTILE IRON PIPE CLASS 53 CEMENT LINED WITH JOINTS RESTRAINED WITH SHACKLE RODS AND TIE BOLTS PER RENTON STANDARD DETAIL 6.5. 8. ALL PIPE SHALL BE WRAPPED WITH 8mil POLYETHYLENE PER APWA C -105. 9. THE WATER MAINS SHALL BE BURIED WITH 4 -5 FEET OF COVER MINIMUM_ 10. EXTREME CARE SHALL BE USED WHEN WORKING IN THE VICINITY OF OR CROSSING THE EXISTING WATER MAINS TO MAINTAIN FIRE PROTECTION AND DOMESTIC WATER SERVICE UNTIL NEW SYSTEMS ARE OPERABLE. LEGEND PROPOSED TYP PROPOSED EXISTING 4 GUARD POSTS CONCRETE PAD AT PIV AND x L_ EA PIV AND I HYDRANT LOCATIONS IN AREAS COMPRESSED AIR HYDRANT SIMILAR OF ASPHALT PAVING GUARD POST LL,5 TO 4 WASTE x2' -6 C 1 O PIV JOINT MATERIAL - - ^W--- - 12 I I EXIST PIV POST INDICATOR VALVE TYP I NOT SHOWN TYP CORNIER (PIV) REINFORCEMENT � -H #5 0 SEE RENTON PLAN 00 EXIST 2"W {BEYOND) 12" EA WA STD DET 6.4 co I2"HPW - ---- - - - - -- -- - - - -- - __ CONNECT TO FIRE HYDRANT EXIST ! — - - -- �_ EXIST 6" OR 8" PIPE 8"C'W D - - HIGH PRESSURE WATER OK TO ENCASE p E \ .� - -_ , 2y S_` CW, SEE v EXIST HPW --" . / \i I 2 - -STS- - ROTATE BENDS AS - NOTE 4 NECESSARY TO MAKE OFFSET CONNECTION NOTE 7 (PING AS NOTED - -GM- - TYPICAL HPW CONNECTION 4 NO SCALE - EXISTING PIV TO BE REMOVED I 2' - TYPICAL HPW SECTION- 5 NO SCALE - -5 WA -•,3c -2C42 I I I I I I I A I I 1 I X I I I Y I Y 1 z 2. SUBMIT PHASED CONNECTION PLAN WHICH WILL MINIMIZE HPW DOWN TIME. 3. SALVAGE ALL POST INDICATOR VALVES AND HYDRANTS AND TURN OVER TO OWNER - 4- ALL FIRE PROTECTION MATERIALS SHALL BE APPROVED BY FACTORY MUTUAL AND ALL HPW VALVES SHALL BE GATE VALVES WITH POST INDICATORS_ 5_ PROVIDE POST PROTECTION SIMILAR TO HYDRANT PER 4 /C101 FOR ALL POST INDICATOR VALVES. PLACE POSTS AS DIRECTED FOR MULTIPLE VALVES. TION 02665. THE INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL FIRE PROTECT- ION ASSOCIATION'S NFPA 24- 7. ALL PIPE SHALL BE DUCTILE IRON PIPE CLASS 53 CEMENT LINED WITH JOINTS RESTRAINED WITH SHACKLE RODS AND TIE BOLTS PER RENTON STANDARD DETAIL 6.5. 8. ALL PIPE SHALL BE WRAPPED WITH 8mil POLYETHYLENE PER APWA C -105. 9. THE WATER MAINS SHALL BE BURIED WITH 4 -5 FEET OF COVER MINIMUM_ 10. EXTREME CARE SHALL BE USED WHEN WORKING IN THE VICINITY OF OR CROSSING THE EXISTING WATER MAINS TO MAINTAIN FIRE PROTECTION AND DOMESTIC WATER SERVICE UNTIL NEW SYSTEMS ARE OPERABLE. LEGEND PROPOSED EXISTING PROPOSED EXISTING MANHOLE - -A- - - - -A- - COMPRESSED AIR DC SECTION VALVE - -W- - -- - -W- -- WASTE _ TYPE I CATCH BASIN - -CW- - - - ^W--- - COLD WATER ® POST INDICATOR VALVE - -FM- - - -F:':% - - FORCEMAIN (PIV) - -SS- - - -SS- - SANITARY SEWER FIRE HYDRANT - -HPW- - - -t IPW^ HIGH PRESSURE WATER TYPE II CATCH BASIN - -STS- - - -STS- -- STORM DRAIN BURIED UTILITY (PING AS NOTED - -GM- - - -GM__ ._ GRAVITY MAIN RECORD `RAV.�I�L ! CITY OF RENTON KRA '.ER, CHIN h ^:.'YO I DEPARTMENT OF PUBLIC WORKS Ct'• 1 Ert tic. 1 SASED ONI R.„„ N cnLG ; FIRE MAIN AND DOMESTIC 13r H ONT OF. WATER MAIN PLAN 5' � �3 4 -01 PARKING AREA DESIGNED: DATE: 2/93 FILE NAME: C102 DRAWN: CHECKED: SCALE:AS SHOWN 11— BOOK: PAGE: REVISION BY APPR. DATE APPROVED: owecroa or cuauc wows - SHEET: 9 OF: 1 W 105' -0" 4" 30'-C"± TYP MATCH PAVEMENT JOINT' LOCATION 7 1 5501 S501 EL 18.58 24 "DIA MANHOLE FRAME AND COVER, I Tl P1CAL 9 PLACES C, { L -- - -- — —I — — — — I� I A'DD TOP AND 1 BOTTOM @12" 12° (ALT o SIMILAR O — ——— - — — — - — — — — - — — — — r' WATERTIGHT 1 tt I I If 30' -O "± MATCH PAVEMENT JOINT LO ATiON I i ' i 1 I i 1 I - -- -- - -_ �___ SIMILAR ADD 6- 48 TOP AND ( 1 FRAME AND ADD 6- #8 T &$ TOP SLA$ AND EXTERIOR Ar COVER, @9° (ALT 04 1/2") WALL CONTROL JOINT BOTTOM L @6,) 12" I S50? SEE I SEE 3 �; SSfl2 5501 17 i r �r r� -° - -- - --- - - - - -- - -- ------ - - - - -- - - - - -- �- - -T! 2 ADD 6- #8 T &B 1 S502 @9" (ALT @4 1/2") c ° 1 EL 18.18 l L - - - - -� I If x12' -10" FLOOR BOX OPENING FOR 9" 1 AND OPERATOR THICK LIFT SLABS S501 TOP PLAN 1 SCALE: 1 /8 " =1' -O" - N S�fle 5501 I 147DIA PIPE (INLET) o EL 12.58 2' -0" x2' -0" x6" DEEP SUMP TYPICAL 4 PLACES j LADDER RUNGS AT g SEE 4 S501 00 MANHOLE LOCATIONS, SEE TYP OF 9 5507 b 1 Stomp WEIR AT EL 14.4 ADD 2- #6 TOP SEE DETAIL WEIR i 2 v 5501 v S501 SIMILAR. -- SIMILAR o LINED WASTE OIL 7 5501 j RESERVOIR N 1 7 2 I S502 I I SEE 1 S5fl2 -- 7'-0" i EL 8.6 ; TYPICAL N I I 1 EL 11.90±1 I I -- cI \ ; — - - - - -- -- - - -_-- 1 -- / EL 10.71 14 'DI PIPE 1' -3" (OUTLET) BOTTOM PLAN S501 2' -4" 8" 17' -0" SCALE: 1/8 " =7' -0" - l 1 1 t 1 1 A I 1 1 I Y 1 t i g I EL 17.11 GENERAL STRUCTURAL NOTES A. GENERAL Al COORDINATION THESE DRAWINGS SHALL BE COORDINATED WITH CONTRACT SPECIF ICATIONS AND OTHER DOCUMENTS. DIMENSIONS SHOWN DEFINE THE LOCATION AND WATERTIGHT EXTENT OF STRUCTURAL ELEMENTS. OTHER DIMENSIONS RELATED 10 FRAME AND COVER, INSTALLATION OF FABRICATIONS, MECHANICAL EQUIPMENT, ELECTRICAL SEED EQUIPMENT, MACHINERY, PIPING AND APPURTANCES SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR. CONFILICTS SHALL BE BROUGHT TO 5502 THE CONSTRUCTION MANAGERS ATTENTION BEFORE CONSTRUCTION. DIMENSIONS RELATED TO CONSTRUCTION ADJACENT TO AND CONNECTING TO EXISTING FACILITIES SHALL BE VERIFIED BEFORE CONSTRUCTION_ B. DESIGN 81 APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1991 UNIFORM BUILDING CODE_ B2 LIVE LOADS 1. UNIFORM LOAD: 400 PSF ON ALL SPANS OR ANY COMBINATION OF SPANS_ 2. TRUCK LOAD: AASHTO HS20 -44 3. AIRPLANE LOAD: WHEEL LOADING INDICATED (PROVIDED BY THE BOEING COMPANY) ARE FOR EMPTY OR PARTIALLY COMPLETED AIRCRAFT. A. 737 -200 B. 757 -200 C_ 707 -320C r64K 64K -36K I N ( I C) c I O I C) 64K �64K 3' -9" 4' -8" EL 16.71 4. GROUNDWATER: EMPTY TANK IS DESIGNED TO RESIST FLOATATION TO STATIC GROUNDWATER ELEVATION OF 15.2 FEET. C. MATERIALS Cl CONCRETE UNLESS OTHERWISE NOTED, CONCRETE SHALL BE CLASS A, F'c -4000 PSI AT 28 DAYS C2 REINFORCEMENT EL 11.11 1_ DEFORMED BARS; ASTM A615, GRADE 60. 2_ REINFORCING SPLICES: REINFORCING LAP SPLICES SHALL BE CLASS B PER ACI 318 -89. WHEN BARS OF DIFFERENT SIZES ARE LINED WASTE OIL LAP SPLICED, THE SPLICE LENGTH SHALL BE THAT REQUIRED FOR RESERVOIR BOTTOM THE SMALLER BAP.. AT EL 11.1 ±, 3. DOWELS: MATCH SIZE AND SPACING OF ALL WALL, SLAB AND CORNER SIMILAR TO BARS WITH THE REINFORCEMENT WITH WHICH THEY LAP. S502 4_ CONCRETE COVER: UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING CONCRETE COVER OVER REINFORCEMENT: CAST AGAINST GROUND - 3 INCHES FORMED OR FINISH SURFACE TO BE IN CONTACT WITH GROUND, WEATHER AND WATER - 2 INCHES. C3 STEEL 1- STRUCTURAL SHAPES, BARS, PLATES AND SHEETS SHALL BE STEEL MEETING ASTM A36. 2. UNLESS OTHERWISE NOTED, ALL STEEL FABRICATION SHALL, BE HOT- DIP GALVANIZED AFTER FABRICATION. C4 ALUMINUM 1. STRUCTURAL SHAPES, BARS, PLATES AND SHEETS SHALL BE ALUMINUM MEETING THE ALUMINUM ASSOCIATION, ALLOY 6061-76. 2. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE, CONTACT SURFACE SHALL BE COATED WITH ALKALI - RESISTANT BITUMINOUS PAINT. TWIDE WEIR C5 STAINLESS STEEL TOP AT EL 13.0, ADD 2- #6 TOP, 1. STAINLESS STEEL SHALL CONFORM ASTM A167 AND ASTM A484, TYPE 316. TYPICAL 2 PLACES RECORD �?fi�,�V„: -- CITY OF RENTON ! - KRAMER, CHIN I DEPARTMENT OF PUBLIC WORKS i P(, E4 S I s „` =E' WETVAULT PLANS BY Th:` FJT A"'C. 4 -01 PARKING AREA DESIGNED: DATE: 2/93 FILE NAME: 5500 DRAWN: CHECKED: SCALE:,AS SHOWN RE. 60CK: PAGE: NO. REVISION BY APPR.I DATE APPROVED: °wccr°R °e vueuc w°wxs SHEET: 10 OF: 13 #5 1 #5 ALT T &B R,. 4'- -0, 0' 4„ �. l 711 #6 412 -OC T &13 — in / ±+1? #8 @69 "OC / i< W5 C 12 -OC 'I TOP AND BOTTOM I #8 @ 12 „OC> TOP AND BOTTOM SECTION , 1 SCALE: 1/2 ° =' —o° s5oo s5o3 3/16” SS SCUM BAFFLE 3/16'END PLATE, TYP 2" D1A SS SCH 40 �� PIPE @3' -070C (ALT W/ SLOTTED HOLES) 3/16 "SS WEIR PLATE iv IF W/ I" x7" SLOTTED HOLES iv -- -- - T MIN - 6" MAX ' -- EL 14.4 3- 3 /4'DIA SS BOLTS a — - ------ ®3' -0 "OC MAX EL 14.4 L 2 1/2" x2 1/2" a _ 2 1/2" x3/16 SS (LOOSE) I 2 1/27 ADJUSTABLE WEIR 2 2 SCALE: 1 112"=1'-T 5500 S503 ADD 6" WTSP, WALL 3/8" RADIUS TOOLED CONTROL JOINTS ONLY ON AT TOP SLAB ONLY a 50 PERCENT OF REINFORCING CONTINUOUS THRU JOINT, STAGGER LAPS r _ SLAB /WALL CONTROL JOINTS 3 SCALE: 1 1/_21'=1'—O" ssoo ISOLATION JOINT SIMILAR TO DETAIL e - CONCRETE PAVEMENT 1= PER DETAIL 1 /C52 SCALE: 1 /2 " =1' -Cr 5500 5503 LENGTH (TENT FOR REINF, SEE �- - #8 @9" OC ALTERNATE HOOKS - #5 @ 12"OC EW EF NOTE: SEE PLAN FOR TOP SLAB ELEVATION SUMP, SEE PLAN FOR LOCATION I — r'. UK CiIT -OFF EXISTING FILING @1"� "OC EW BOTTOM 3' -0" BELOW STRUCTURE, TYP- SEE S501 1 GEOTEXTILE USED WITH UNSIJITA.BLE FOUNDATION EXCAVATION AND BACKFILL UNSUITABLE FOUNDATION EXCAVATION AND BACKFILL. LOCATION AND DEPTH TO BE DETERMINED BY ENGINEER. PAID FOR AS BID ITEM 2. SECTION SCALE: 1/8"=V-07 S 500 DEVELOPMENT LENGTH (TYR) AREA OF BARS / I / EQUAL BAND BARS CUT STEEL REINF CUT BAND "B" 1 ' -8" LAP AREA OF BARS EQUAL BAND 'A" BARS CUT 4 -21 4 -20 IPxE - - � - 'APSHINGTGN= 4-as 4-90 4 -04 N PLAN — APPROX DRAINAGE AREA TRIBUTARY TO WETVAULT 9 NO SCALE - POLYPROPYLENE LADDER DETAIL 1= SCALE: 1 /2 " =1' -Cr 5500 5503 LENGTH (TENT AREA OF BARS EQUAL BAND "Er BARS CUT - ALTERNATE HOOKS STEEL REINF CUT BAND "A " "� NOTE: roHOOK, AL REINF HOIZONTAL ADD 1- #5 x4' -O" 0° IN DRILLED HOLES REINF W/. STD DIAGONAL AT EACH P 2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES OR INSERTS. 90' HOOK CORNER FOR EACH i 3. PROVIDE ADDITIONAL REINFORCING AT ALL OPENINGS IN WALLS AND i! D042 LAYER OF REINF SLABS 12 INCHES OR LARGER IN ANY DIRECTION. STEEL REINF CUT BAN- D -A7-----\ AT WALL INTERSECTIONS REINFORCEMENT 5 1— #5 HOOP IN NO SCALE S500 EACH LAYER OF REINF FOR 6 6 OPENINGS DEPARTMENT OF PUBLIC WORKS NO SCALE 1 Z OP, LARGER - .. C::. JJ .E ^5 NO SCALE S500 1 AREA OF BARS EQUAL — - BASED e� <, FURNISHED BAND ° B° BARS CUT - SEE S501 1 GEOTEXTILE USED WITH UNSIJITA.BLE FOUNDATION EXCAVATION AND BACKFILL UNSUITABLE FOUNDATION EXCAVATION AND BACKFILL. LOCATION AND DEPTH TO BE DETERMINED BY ENGINEER. PAID FOR AS BID ITEM 2. SECTION SCALE: 1/8"=V-07 S 500 DEVELOPMENT LENGTH (TYR) AREA OF BARS / I / EQUAL BAND BARS CUT STEEL REINF CUT BAND "B" 1 ' -8" LAP AREA OF BARS EQUAL BAND 'A" BARS CUT 4 -21 4 -20 IPxE - - � - 'APSHINGTGN= 4-as 4-90 4 -04 N PLAN — APPROX DRAINAGE AREA TRIBUTARY TO WETVAULT 9 NO SCALE - POLYPROPYLENE LADDER DEVELOPMENT RUNGS 01270C MAX LENGTH (TENT NOTE: SET RUNGS I. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS UNLESS IN DRILLED HOLES INDICATED OTHERWISE - W/ EPDXY 2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES OR INSERTS. 3. PROVIDE ADDITIONAL REINFORCING AT ALL OPENINGS IN WALLS AND i! D042 SLABS 12 INCHES OR LARGER IN ANY DIRECTION. 4. ADDITIONAL REINFORCING MAY BE OMITTED ONLY WHERE OPENING IS FRAMED BY BEAMS. LADDER RUNGS - P:E�CORD D4AVVINGS OPENING REINFORCING CITY OF RENTON 6 6 g KRA A R, CHIIM1" & f!4 ro DEPARTMENT OF PUBLIC WORKS NO SCALE 5500 5503 .. C::. JJ .E ^5 NO SCALE S500 1 — - BASED e� <, FURNISHED WETVAULT DETAILS By DATE Z 3 4 -01 PARKING AREA DESIGNED: DATE: 2/93 FILE NAME: S501 DRAWN: CHECKED: SCALE: AS SHOWN -- BOO,: PAGE: N0. REVISION I APPR. GATE APPROVED: SHEET: 11 OF 13 6wp — ,T0 -2042 I i I I I I I A I I I I A I I I t I Y 1 z r 1 1 T 6 _ 2" DIA VENT RUN TO i HYDRANT i H12 AND SECURE 3 TO GUARD POST TYP EA WASTE _ OIL TANK OIL _ L SKIMMER I PROVIDE "LINK SEAL" WALL SEAL AT I� OPENING LIFT SLABS ! ABOVE I i I 2 � I COALESCING 2-WASTE PLATES OIL LINE i 10" DIA DI I I I � I I I I PLUG VALVE a c D FLEX COUPLING < LADDER (RUNGS, SEE 6 14 "x10" REDUCER (PExPE) 5501 111/4* BEND 14" DIA DI --------- ,/ As ,V WETVALILT — PARTIAL PLAN 1 SCALE: 315'=V-0" 5500 WATER —TIGHT 24 "DUCTILE FLOOR BOX & GENERAL NOTES: IRON FRAME AND LOCKING COVER. OLYMPIC FOUNDRY MODEL MH30W /T OR EQUAL 1 1/2 7RETURN, LSEE 12" CEMENT CONC / TYPICAL 12" CEMENT CONC INTENDED TO BE A COMPLETE AND FUNCTIONAL PAVEMENT SUPPORT PAVEMENT FACILITY, WITH MANY OF THE DETAILS TO BE i` -H MAX WS EL i 6.3± VENT MiN WS EL 14.6 I ND FLxFL ° �� ALL DETAILS, MODIFICATIONS, AND CHANGES SLOPE LINE �— #5 @12 "EW AS REQUIRED I COORDINATE COALESCING PLATES SEE 1 5501 LOCATION WITH OIL SKIMMER MFR SLIDE GATES TYP EA SIDE , // _ GEOTEXTILE bo`�2 EL 8.60 a ° of in SEE DETAIL 7/S501 o' oB o6 r� �� a° 8 r TYPE R CRUSHED ROCK SEE DETAIL 7/S501 E D � LINED WASTE OIL RESERVOIR FABRICATED FROM 3/16 "THICK STAINLESS STEEL PLATE W/ 3%8 "DIA x0' -4" STUD ANCHORS 618"OC EA WAY. STRUT AS it REQUIRED DURING CONCRETE PLACEMENT. 4 DNA PORT TYP EACH END d„ 18"! I 17' —T - -L -. — IE =14.60 SECTION 2 = SCALE: 315'=l'—O" — owp —w 2042 FLOOR BOX & GENERAL NOTES: OPERATOR 1-THE DESIGN SHOWN ON THE DRAWINGS IS OPERATOR 12" CEMENT CONC INTENDED TO BE A COMPLETE AND FUNCTIONAL SUPPORT PAVEMENT FACILITY, WITH MANY OF THE DETAILS TO BE PROVIDED OQR_ < 10" DIA 90' ° THE CONTRACTOR BEBRESPO RESPONSIBLE ND FLxFL ° �� ALL DETAILS, MODIFICATIONS, AND CHANGES �— REQUIRED TO RESULT IN A COMPLETE AND - 4" DNA PORT'S (5 TOTAL) // _ MAX WS EL 16.31 PLUG VALVE FUNCTIONAL INSTALLATION_ of in In Z END PLUG W/ " — —'' MIN WS EL 14.6 I 4 DNA PORT TYP EACH END -- — _ — - -L -. — IE =14.60 = 8" 10" DIA I 10" DIA TEE I a t / - PIPE SUPPORTS, TYPICAL a < EL 8.6 SLIDE GATES, TYP o s a $oq $a oQC9 ea " T YPICAL TYPICAL Q, 3 NOMINAL 5' SEAT DETAIL � 8 AND EACH SIDE OF LIFT SLAB 3/8" DIA xG' -4" 27x 3/8" FLATBAR SECTION 3 STUD ANCHORS @12"OC I SCALE: 3IE =i' -0' — 3/16 6 ° 1 /2" DIA x0' -6" STUD ANCHORS _ @1 270C T &B 2— #8 TOP j #4 46° EA WAY 1/2 'DIA x0' -6' a < rn STUD ANCHORS C', < 3/8 7BENT PLATE @2470C L--#5 @6 "EA WAY b #4 @3 1 /2 OC L4 x4 x3/8 WITH #5 x1' -6„ @12 "OC 3; 8" WELDED TO ANGLE- - HOOK BAR AS 5— #9 BOT REQUIRED AT 1 _ #6 EXTERIOR WALL #4 @7-OC LIFT SLAB SEAT DETAIL 6 SCALE: S' =1' —Y' — 1 "DIA WELDED PEAR LINK, GALV. I � LIFT SLAB /EDGE BEAM 4 N SCALE: 0 12" 3/8 "'GALV PROOF COIL H TYPICAL o Q' CHAIN, TYPICAL z 3/4" DIA SS ALLEN a Q D WRENCH PLUG_ TYP j PROVIDE 3/ 4°DiA LIFTING EYE BOLTS (4 TOTAL) 1 1 /2'DIA SS ROD L 1/2 "HEAVY DUTY GALV I I� 1/4 STEEL FOUNDRY HOOK, I TYPICAL A N ' DRILL FULL DEPTH SS PL 3 x3 x3/8 ' LIFT SLAB SLING (1 REQ'D) 7 AND TAP AS SHOWN SCALE: NONE Des7,042 — rD DRA`AUls�- v� CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LIFTING c `- ,_ WETVAULT DETAILS INSERT (4 PER SLAB) s € Y �g .ATE_2J31`� ^' _ 4 -01 PARKING AREA SCALE: 1 =1' -0 DESIGNED: �DATE : 2/93 FILE NAME: S502 1.1EAPPRO" DRAWN: CHECKED: EAS S HOWN DELD BOOK: PAGE: NO REVISION BY I APPR. ( ED: SHEET: 12 OF: 13 FOR TOP SLAB GENERAL NOTES- TOP TOP SLAB ELEVATION REINF SEE 1. THE DESIGN SHOWN ON THE DRAWINGS IS 1'8.3 ±. MATCH 4 INTENDED TO - -BE A COMPLETE AND FUNCTIONAL ADD 11- #5 T &B T'fP _ PAVING SLOPE, SEE - FACILITY, WITH MANY OF THE DETAILS TO BE SHEET C51 DESIGNED AND PROVIDED BY THE CONTRACTOR- #5 x 2' -C @1870C THE CONTRACTOR. WILL BE RESPONSIBLE FOR -O^ ALL DETAILS, MODIFICATIONS, AND CHANGES T,'P REQUIRED TO RESULT IN A COMPLETE AND 32" CEMENT CONC FUNCTIONAL INSTALLATION- SEE SPEC SECTION \ � ADD 2- #6 BOTTOM �j PAVEMENT PER 02745. AND 1- #5 TOP, DETAIL TYPICAL a 1 2. PROVIDE 3- 1/2 7THICK ORIFICE PLATES_ li �+ a C52 PLATE 1 - WITH 8" DIA ORIFICE �/� �� TOP OF WEIR PLATE 2 - WITH 10" DIA ORIFICE 1 i 1 14" DIA PIPE BEYOND--,,, /. #6 @6 "OC PLATE 3 - WITH 11" DIA ORIFICE INSTALL ONE PLATE AS DIRECTED, INVERT 8E =14.6 OF ORIFICE TO BE AT INVERT OF PIPE_ � - / 5/8 "DIA SS EXP BOLT @8 °OC 1E =12.80 #5 @ 12" OC IZ E 8> 1 /4" BENT SS PLATE ' _ PROVIDE HORIZ REINF 1/4 10" DIA ORIFICE PLATE ( - AT WALL INTERSECTIONS STIFFENERS 1/8" x3" x1' -4' PLATE WASHER SEE NOTE 2 ` PER DETAIL 5 @8 "OC 1 /2OTA E SS BOLT @6 °O I I WEDGE WIRE ' =10 -� S501 3 TOTAL PER PANEL EL 16-20 _ SCREEN I i SEE SPEC SECTION \ ° / + 02745 �� — J 8 WEIR BEYOND 24 7DIA MANHOLE ' °° r3 ° °� �`- ,,-EL 15 -50 FRAME AND COVER TYPICAL OF 35 L 12 "OC EW T &8 4 SS WEDGE WIRE SEE S501 i SCREEN FRAME 12" 10 -O 12 FOR REINF 1 12' -0" AT SUMP TYP 3 ' x4 "BENT NUT TO 1 4SS PLATE PLATE EA SIDE TOP PLAN 1 5/8 "DIA SS EXP BOLTS @8'OC SHIM SECTION 3 EL 10 -83- MIN EMBED TYP 1 "GROUT 9, I l (il P WEDGE WIRE 2'- -3" SCREEN ATTACHMENT s I SCALE: 1 1/2"=V-0" - 24" DIA CONC PIPE 14' DIA DI PIPES MATCH SURFACE ELEVATION OF WEIR PLATE WITHOUT SCUM BAFFLE 1 + 3 STRUCTURE TO PAVEMENT SLOPE E M150 DETAIL 2/S501 SET AT 14 "FLANGEBACK 8 FOR TYP REINF DETAIL SLIDE GATE W/ 6 06'OC TOP SEE DETAIL NON- RISING STEM WATER STOP 5501 AT WALL PENETRATIONS AND 2'SQUARE MAX, TYPICAL RING j I #5 @12 "OC TOP & BOTTOM OPERATOR NUT 8n4 12" CEMENT CONC PROVIDE OPERATING i I �� #6 @6 "OC BOTTOM PAVEMENT 24'DIA NON LOCKING LID PER CITY OF NUT EXTENSION AND io I RENTON STANDARD I VALVE BOX FOR + DETAIL 3.6:7 SURFACE OPERATION o \�i� \ % \�i` 14'DIA DI EXIST 15" DIA �� = WALL REIN' 16.20 ORIFACE PLATE \ CONC PIPE 27 DIA CONC PIPE j _DEL 16.20 _ SIMILAR TO SEE NOT 27 Ii —EL TOP OF WALL WEIR WALL �/ EL 75.50 4 WEDGE EL 16.20 __ THIS SECTION T IE =a 4.6 30' - WIRE SCREEN -- - - - -- _ - 13 LADDER RUNGS IE= CO o - - -- 3 PANELS! EL 1450 PER DETAIL _j_ - - -- -- - - -- TOP OF WALL - -- _ IE =11.30 #5 @72 OC MIN WS Q 5501 EL 15.50 EL 13.2 IE =14.00 WATERSTOP CATDH BASIN IIPER - -- - - - - -, 2'- 0 °x2' -TxCD y I SUMP, TYP OF 2 EL 10.83 RING TYP _ CITY OF RENTON 4' -6" 1 SEE 2 PLACES STANDARD I S501 e a DETAIL 32.3 '; I ° � $ °° V ° UNSUITABLE FOUNDATION `° 14 "DIA DI o ° ° EXCAVATION AND BACKFILL I x N } a II j II FIBERGLASS LADDER, Q %\ v. \/ i` LOCATION AND DEPTH TO 2 ~ SECURE AT BOTTOM WEDGE WIRE SCREEN 1 LADDER RUNG AND TOP SLABS 3 PANELS, SEE SPEC BE DEcERMINED BY _ _ TYLPXOFO2PLING AT MANHOLE WITH 1/2-DIA SS SECTION 02745 ENGINEER, PAID FOR 12" DIA CONC PIPE SEE 6 EXPANSION BOLTS WALL AND SLAB UNDER BID ITEM 2. PLAN REINF PER GEOTEXTILE USED WITH S501 DETAIL 3/S503 CATCH BASIN NUMBER 6 6 12" 12" UNSUITABLE FOUNDATION C100 12" 10 -4 8" 5' -0" 12" EXCAVATION AND BACKFILL SCALE: NONE -- N R; -CORD DRD' NGS CITY OF RENTON II "` DEPARTMENT OF PUBLIC WORKS SECTION 4 t jj `P DIVERSION STRUCTURE DETAILS - ,A 4 —OI PARKING AREA BOTTOM PLAN 2 A , DESIGNED: DATE: 2/93 FILE NAME: S503 A/ DRAWN: SCALEAS SHOWN Fl. BOOk. PAGE. CHECKED: NO. REVISION BY APPR. DATE APPROVED: SHEET: 13 OF: 13 -s wR -- 3o -2042 I I I 1 1 I I eA I I 1 I X I i I X I =