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HomeMy WebLinkAboutLUA85-025 - Large Format BY BURYING 6" MIN. INTO SUBGRADE, SECURE BASE OF FABRIC lcs —~, oe a, PROVIOE 25x $0 CONMSTRUCTIOL? EDTRAVICE {EXIT w/QUARRY SLOPE JO EX/STIIG ~/77AX. SLOPE = 2:1 SPPRLUS e 6 4 ‘ / 18 a os Ww 1 . 9 iar 89° BE 2 A! 15 aa £, DEPRESS AREA O.5° FOR SEDIPENT POD Ss Ss hs eae hee ee: —— = HISTALL FILTER FABRIC so . Ee ECE CB.~TYPE I w/SEDIMENT FILTER RiN= 1290 LE. = 13.85 es 1 Oe. © EXIST RIM= 17.30 LE 2 /E.G3~E 1.£.:1220~/2" W FILL SITE STEEL FENCE POST OR APPROVED EQUAL. FILTER FABRIC MIRAF/ OR EQUAL REMOVE ACCUNIULATED SEDIMENT AT REGULAR INTERVALS. J < ‘ee x S CLL LLL LSS CATCH BASIN UMP BERM 3/4” WASHEO GRAVEL AROUND BOTA SIDES OF FILTER FENCE TO 6" MIN. HEIGHT. LLL AA Lhd dee SEDIMENT _ FILTER DETAIL S ow Za SEX cl SD NS i. : ail | / a Q EX. UG. LEC § TELE FAST VALLEY RO. N. OF 21 SF* 17.7.8. XHIBIT NO. =2i ae TEM NO. 3o/ 025-?s_ | , c 4 ¢ PLE 7 vs X/7 Ww, f Ql , GENERAL_NOTES {. ALL WORK AND SERVICES SHALL BE PEFORMED IN ACCORDANCE WITH THE PLANS, SPECIAL PROVISIONS, CITY OF RENTON STANDARDS AND STANDARD SPECIFICATIONS FOR MUNICIPAL WORKS CONSTRUCTION, APWA - 1981, UNLESS OTHERWISE NOTED ON THE PLANS. UTILITIES AND/OR STRUCTURES SHOWN ON THE PLANS ARE APPROXI- MATE ONLY AND ARE LOCATED FROM INFORMATION MADE AVAILABLE BY THE VARIOUS AGENCIES INVOLVED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ASCERTAINING THE ACTUAL LOCATION OF SAID UTILITIES AND/OR STRUCTURES SO AS TO AVOID DAMAGE OR DISTURBANCE. 2. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENTATION LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. INSTALL FILTER FABRIC FENCE AS NECESSARY TO PREVENT SILTS FROM LEAVING SITE. 3. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS, EASEMENTS AND/OR RELEASES. 4. ALL STORM DRAIN PIPE SHALL BE PLACED IN CLASS "B" BEDDING PER APWA 1981 SPECIFICATIONS. ALL PIPE BACKFILL SHALL BE COMPACTED TO A MINIMUM 95% OF MAXIMUM RELATIVE DENSITY PER 1981 APWA SPECIFICA- TIONS. 5. CONCRETE STORM DRAIN PIPE SHALL BE PLAIN CONCRETE PIPE CONFORMING TO ASTM C-14-X, CLASS II, EXTRA STRENGTH, UNLESS OTHERWISE NOTED. 6. CORRUGATED METAL PIPE SHALL BE 16 GA. HELICAL AND BE EITHER ALUMINUM ALLOY, OR GALVANIZED STEEL WITH TREATMENT ONE OR BETTER. ALL ALUMINUM PIPE IN CONTRACT WITH CONCRETE SHALL BE ASPHALT-COATED TREATMENT ONE OR BETTER. 7. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT-COATED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. 8. ALL CATCH BASINS SHALL BE TYPE I UNLESS NOTED OTHERWISE ON THE PLANS. ALL TYPE I CATCH BASINS SHALL CONFORM TO THE 1981 APWA STANDARD PLAN NO. 52. 9. CATCH BASIN FRAME AND GRATES SHALL CONFORM TO 1981 APWA STANDARD PLAN NO. 49. 10. ALL DISTURBED AREAS SHALL BE SEEDED OR STABLIZED BY OTHER SURFACE WATER MANAGEMENT METHODS FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 11. KEEP OFF-SITE STREETS CLEAN AT ALL TIMES. 12. ADJUST UTILITY BOXES TO NEW GRADES. 13. EXCAVATE BORROW SITE TO SHAPE OF ULTIMATE DITCH SECTION TO DEPTH REQUIRED FOR MATERIAL. - B41 4" DOUGLAS FIR, Bex 2° 2s 4 GA WELDED WIRE AABRIC- om ROUAL@ 4° OC. FILTER FABRIC MATER/AL — MIRAPI 140, OR EQUAL cy 1"- VY WASHED BRAVEL ae — PEA GRAVEL, BOTH S/OES NEWLY GRADED OR - OPSTURBEQ SIDE $LOre BURY BOTTOM OF FILTER —~ FABRIC MATERIAL IW O° xu /-O° TRENCH | 4 TYPICAL CROSS SECTION STAPLES OR WIRE RINGS (TYP) ~ FILTER FABRIC MATERIAL ~ \- Videic’’ Gh bouhe ELEVATION VIEW FULTER FABRIC FENCE DETAIL Thiam 105" 25’ ; nee (a a FUTURE | (awe Y PKWY. El. VARIES 18.5 CITY OF RENTON NDERERW RI MAR 15 1985 DING/ZONING DEFT. | om y EL. VARIES 5 {i 3.5 (ASSUMED, ULTIMATE DITCH SECHO/7 GTI HINT STEPAN & ASSOC VUPUUCUPTOCOCCEUIDOCTUUPOCPCEDECPEET PTT P OE EEDET TEETER EEEE EEO | | RORCOeneter serene eneeeoerscenerereererenestererearstoresseertersssenee te RE IDS « fT. §. CITY OF RENTON BUILDING/ZONING DEPT. on mM HE GeEIVE MAR 1 § 1085 a cay rch A aa | ccc CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GRADING PERMIT FOr: age SOUND STEEL FILE NO. DATE. 10 = 84 DRAWN JH. D. 4 SCALE FIELD BOOK_..___ PAGE____. CHECKED NO. REVISION BY APPR. DATE APPROVED SHEET. 1 OF. i FERGUSON & SONS INC 81518 DIRECTOR OF PUBLIC WORKS S&A JobNo.: 41270.0! ~~ ar 4iNnoe ne =z. = PROVIDE 25x50 CONSTRUCTIO/ EDTRAIKE J/EXIT W/QUARRY SLOPE 7O EX/ISTHWIG ~/7AX, SLOPE = 2:7 SPAPLLS as Ny 4 é i zat f s., “ W, 69° 35" 93" €., 261, 14'_ DEPRESS AREA 0.5 FOR SFOITIENT PO/?O CB.~TYPE I w/SEDIMENT FILTER RH7= 17.90 1£.213.85 CES EXtST. RIM= 17.30 L€é.2.12.03~E 1£.:12.20~/2" W FILL SITE STEEL FENCE POST OR ao pea APPROVED EQUAL. 12° MIN. oo FILTER FABRIC MIRAF/ OR EQUAL 12" MIN. REMOVE ACCUNIULATED SEDIMENT AT REGULAR INTERVALS. LA OMP BERM 3/4" WASHED GRAVEL AROUND BOTh SIDES OF FILTER FENCE TO 6” MIN. HEIGHT. SECURE BASE OF FABRIC BY BURYING 6" MIN. INTO SUBGRAOE, UMMM =~ SEDIMENT FILTER DETAIL fr. 8. | | ce ae ee . M : bs 9 cei ae [ : / Teel wy on —_ — —— oi « <% Us | S: > 7 “ iz = LA . ofa . ] 1s | — Meas | EX.UG. ELEC. € TELE. 2 EX1O"w | EAST VALLEY RO. No OF ot ae ©. Ex 1/2" Ww ———_—__» —— - A” Oana = ——__ ¥ - — nt i te | ee ie PROVIDE 25'x 50° COLSTRUCTIO, /? : SPHIS FICE /EXIT w/ QUARRY GENERAL NOTES {. ALL WORK AND SERVICES SHALL BE PEFORMED IN ACCORDANCE WITH THE PLANS, SPECIAL PROVISIONS, CITY OF RENTON STANDARDS AND STANDARD SPECIFICATIONS FOR MUNICIPAL WORKS CONSTRUCTION, APWA - 1981, UNLESS OTHERWISE NOTED ON THE PLANS. UTILITIES AND/OR STRUCTURES SHOWN ON THE PLANS ARE APPROXI- MATE ONLY AND ARE LOCATED FROM INFORMATION MADE AVAILABLE BY THE VARIOUS AGENCIES INVOLVED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ASCERTAINING THE ACTUAL LOCATION OF SAID UTILITIES AND/OR STRUCTURES SO AS TO AVOID DAMAGE OR DISTURBANCE. 2. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE SEDIMENTATION LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. INSTALL FILTER FABRIC FENCE AS NECESSARY TO PREVENT SILTS FROM LEAVING SITE. 3. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS, EASEMENTS AND/OR RELEASES. 4. ALL STORM DRAIN PIPE SHALL BE PLACED IN CLASS "B" BEDDING PER APWA 1981 SPECIFICATIONS. ALL PIPE BACKFILL SHALL BE COMPACTED TO A MINIMUM 95% OF MAXIMUM RELATIVE DENSITY PER 1981 APWA SPECIF ICA- TIONS. 5. CONCRETE STORM DRAIN PIPE SHALL BE PLAIN CONCRETE PIPE CONFORMING TO ASTM C-14-X, CLASS II, EXTRA STRENGTH, UNLESS OTHERWISE NOTED. 6. CORRUGATED METAL PIPE SHALL BE 16 GA. HELICAL AND BE EITHER ALUMINUM ALLOY, OR GALVANIZED STEEL WITH TREATMENT ONE OR BETTER. ALL ALUMINUM PIPE IN CONTRACT WITH CONCRETE SHALL BE ASPHALT-COATED TREATMENT ONE OR BETTER. 7. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT-COATED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. 8. ALL CATCH BASINS SHALL BC TYPE I UNLESS NOTED OTHERWISE ON THE PLANS. ALL TYPE I CATCH BASINS SHALL CONFORM TO THE 1981 APWA STANDARD PLAN NO. 52. 9. CATCH BASIN FRAME AND GRATES SHALL CONFORM TO 1981 APWA STANDARD PLAN NO. 49. 10. ALL DISTURBED AREAS SHALL BE SEEDED OR STABLIZED BY OTHER SURFACE WATER MANAGEMENT METHODS FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 11. KEEP OFF-SITE STREETS CLEAN AT ALL TIMES. 12. ADJUST UTILITY BOXES TO NEW GRADES. 13. EXCAVATE BORROW SITE TO SHAPE OF ULTIMATE DITCH SECTION TO DEPTH REQUIRED FOR MATERIAL. 2x 2 1 MA GA. WELDED WIRE FABRIC. on . FILTER FABRIC MATER/AL ———_ MIRAPI 140, OR EQUAL = i 1" - I'khf WASHED GAAVEL on ~ PEA GRAVEL , BOTH S/DES NEWLY GRADED Of -. OSTURBED SIDE $LOFE BURY BOTTOM OF FILTER ——~ FABRIC MATERIAL I Sa 8% = /'-0" TRENCH TYPICAL CROSS SECTION STAPLES OR WIRE RINGS (TYF)—~_ FILTER FABRIC MATERIAL ~ FAGRIC OR iL 0 \ {+t " e S “GEISSoa 7) 1 if t + + + - + yeuane | i i] ) ae + -o" il i} ,came + - + is uy i Nt | ! a bd “2 t poset aati. i 1 iil 1-O | | “a O28 <2) ae eeepteealmes ome | ro 2°14" DOVELAS PR J ELEVATION VIEW FILTER FABRIC FEIICE DETA/L NTS ae he 8 7 ! ae | y | 4 | >» i tL | / | CITY OF RENTON YE AME Up) MAR 15 i885 HNG/ZONING DEPT. sis 105" ae Kon as a! oy 70 PE. | 35" 45" 7 He) | UTURE : | | \ ae Y ; El. VARIES. 18.5 Bs CASSUMED | | Ill & ULTIMATE DITCH SECT/IO/?7 7 ~/ RAS: Hi | ghd OF ce D GEIVE HIATT STEPAN & ASS COCO ECCeeeee | | rh TETTEIT At Street, Suite A, Federal Way 5 MAR 15 1085 BUILDING/ZONING DEPT. aaa Crry.OFf RENTON DEPARTMENT OF PUBLIC WORKS | GRADING PERMIT (7; For: SOUND STEER NO. REVISION BY APPR. DATE DESIGNED__v._D. W. nae 10-84 FILE NO. DRAWN JH. D. r TS LE = 40 CHECKED SCA FIELD BOOK_____ PAGE___ APPROVED SHEET..2or__* DIRECTOR OF PUBLIC WORKS FERGUSON & SONS INC 81518 mar 15 1985 § Pots oso