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EXISTING EDGE OF GRAVEL ROAD ......................................................................... EXISTING EDGE OF PAVEMENT SS EXISTING SANITARY SEVER LINE CONC CPEP EXISTING STORM DRAIN UNE CONCRETE CURB AND GUTTER EXISTING WATER LINE D.I. EXISTING OVERHEAD POWER/CABLE/PHONE DRIVE EXISTING DITCH LINE - — -°°. tl — — ° EXISTING EASEMENT LINIE EXISTING EXISTING CONTOUR —w PROPOSED WATER MAIN S PROPOSED STORM DRAIN LME FILL PROPOSED FILL LIMIT UW CUT PROPOSED CUT LIMIT LINE PROPOSED CURB AND GUTTER • PROF�0-- SANITARY SIDE SEINER CHO PNOPOSED IINFLTRATION DRIIMIELL ® PROPOSED ASPWLT 000 PROPOSED POROUS CA3ItFLoMI F P110PO c -n- CONCRETE # ACI AMERICAN CONCRETE INSTITUTE ASPH ASPHALT CB CATCH BASIN CL/C—L CENTERLINE CO CLEANOUT COMB COMBINATION CONC CPEP CONCRETE CORRUGATED POLYETHYLENE PIPE CCG CONCRETE CURB AND GUTTER DEC DECIDUOUS D.I. DUCTILE MOON PIPIE DR DRIVE EA EACH ELEV ELEVATION EX EXISTING FH FIRE HYDRANT HORIZ HORIZONTAL IE MN4ERT ELEVATION LF LINEAR FEET LT LEFT l� MP MOWTOi PORT • :.4 D NORTH NAVD NORTH NGVD NATIONAL GEODETIC NO NUMIIIIIIER Oc ON O POROUS •- •,.•- . Pvc POLY4WYL CHLORIDE cNI J. TUTTLE BY R.O.W. OF -r ROAD RT RIGHT PERVIOUS CONCRETE SPECIFICATIONS STORMSD DRAIN m z STATIONSTA Typ TYPICAL E. E . IN COMPLIANCE WITH CITY OF RENTON STANDARDS AdA BY: DATE. �7 1 BY: DATE: !V(7/Ir BY: DATE: BY: DATE: © � • • its � � i • �.. © « . « • �' r 2 1►a � «� � ! r REVISION CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 TH 8/2015 JRT s'"ffioEwgXIS TH 6/2015 JICf T. HOHMANN yB 11/2014 JRT 5'B 10/2014 JILT °RWI: T. HOHMANN S6 8/2014 JRT cNI J. TUTTLE BY DATE APPR J. TUTTLE 1) ORIGINAL LOT SIZE = 50,398 SF 2) AREA TO REMAIN AS OPEN SPACE = 15,125 SF 3) AREA TO BE PARCELED INTO LOTS = 35,273 SF 4) DISTURBANCE AREA WITHIN LOTS = 35,273 SF 5) PERCENT OF SITE DISTURBED = 70.0% 6) PERCENT OF LOT AREA DISTURBED = 100.0% OWNER(APPLICANT MICHAEL JOHN SKAGEN LAURA LYNN SKAGEN 12050 SE 178TH STREET RENTON, WA 98058 (425) 235-7508 PLANNER PHIL KITZES PK ENTERPRISES 23035 SE 263RD STREET MAPLE VALLEY, WA 98038 (206) 227-7445 CIVIL ENGINEER JOHN R. TUTTLE, P.E. TUTTLE ENGR. AND MGMT. 275 WEST RIO VISTA AVENUE SUITE 1 BURLINGTON, WA 98233 (360) 899-5953 SURVEYOR STEPHEN PHILLIPS AXIS SURVEY AND MAPPING 13005 N.E. 126TH PLACE KIRKLAND, WA 98034 (425) 823-5700 LANDSCAPE ARCHITECT LEANNE KUHLMAN, ASLA BACKYARD BOTANICAL 24419 30TH AVENUE CT E SPANAWAY, WA 98387 (253) 846-9878 EROSION CONTROL SUPERVISOR SELECTION IS PENDING Lo R 13/1.,715 OF RFAFdNWL- HEM N01 '48' 26"W BETWEEN CITY OF RENTON CONTROL POINTS #1872 40X4" CONIC MONIUIMEN T DOWN 1.0' IN CASE AT THE INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. AND CONTROL POINT #1876 (AKA. W. Y4 CORNER SEC. 5 T22N R5E., W.M.) A 1-1/4'0 DOMED BRASS DISC WITH A PUNCH 0.4' DOMMN IN CASE AT THE INTERSECTION OF S.E. 200TH STREET AND 100TH AVE. S.E. HELD CITY OF RENTON CONTROL POINT #1927 A CONCRETE MONUMENT AND CASE IN GAVEL SHOULDER 3.9' NEST OF *EST EDGE OF ASPHALT OF TALBOT ROAD SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND STREET. VERTICAL DATUM: NAVD88, ELEVATION: 127.70' SITE SPECIFIC K; TRIM #1 = CHISELED "X" ON S.W. TOP BONNET BOLT OF FIRE HYDRANT EAST SIDE OF TALBOT ROAD, APPROXIMATELY 12' SOUTH OF SOUTH PROPERTY LINE OF SI TE. ELEVATION: 213.79' +TBM #2 = TOP OF RIM ON SDCB #1133, WEST SIDE OF TALBOT ROAD SOUTH, APPROXIMATELY 19' SOUTH AND 55' WEST OF NORTHWEST PROPERTY CORNER. ELEVATION: 187.32' PARCEL DATA LEGAL DESCRIPTION SITE ADDRESS: LOT 1, KING COUNTY SHORT PLAT WA*IER 1182029 (REVISION) 197XX TALBOT ROAD SOUTH RECORDED UNDER RECORDING NUMBER 86070105M, IN KING RENTON, WA 98055 CONN TY, WASHINGTON. PARCEL NO.: 793100-0058 (PER TITLE DEPORT BY FIRST AMERICAN TITLE COMPANY DATED PARCEL SIZE: 50,398 S.F. (1.157 AC) AUGUST 5, 20119 7:30 A.M. ZONING: RESIDENTIAL -4 (R-4) SHEET INDEX SHT. NO. DESCRIPTION C-1 TITLE SHEET C-2 EXISTING CONDITIONS/EROSION AND SEDIMENT CONTROL PLAN TEMPORARY EROSION CONTROL NOTES AND DETAILS C-3 C-4 HORIZONTAL CONTROL PLAN C-5 ROAD FRONTAGE IMPROVEMENTS PLAN C-6 SITE IMPROVEMENTS PLAN C-7 SITE GRADING PLAN C-8 PLAT IMPROVEMENT NOTES AND DETAILS C-9 PLAT IMPROVEMENT NOTES AND DETAILS C-10 PLAT IMPROVEMENT NOTES AND DETAILS C-11 PLAT IMPROVEMENT NOTES AND DETAILS C-12 PROJECT SPECIFICATIONS C-13 PERVIOUS CONCRETE SPECIFICATIONS 1) PHONE/CABLE/1N'll'IERNET 1: CENTURYLW (M&650.6750) 2) PHONE/CABLE/IN7ERNET 2: COMICAST (M-042.1341) 3) NATURAL GAS: PUGET SOUND ENERGY (8W22&5773) 4) POWER: PUGET SOLUM ENERGY (8W22&5773) 5) REFUSE DISPoSuL- WAS7E LAANAwOEMA&NT (42&430.41M) 6) WA,7ER: SOOS CREEK V A70 AND SEWIM =WNCT (253.M9000) 7) SE SODS CREEIC M AIM AND SE wat D1S1MCT (25.3.t3 GSW) THE SIC MN SHORT PLAT IS SUILECT TO 'THE FOLLOWW COND1I7X*S: 1. 7HE APPLICANT MALL BE — ---LED TO COMPLY " OOMD17NM AS OUnAED IN 7HE A11WMIty1IED SWIEET MODFICATION ISSUED ON ,RINE 7, 2011 (DMINT 15). 2. THE APPLJCANT MALL BE REQUIRED TO LIMIT THE NUMBER OF ACS POINTS TO NO MW 7FIAN "THREE (3) CURB CUTS FROM THE 5—LOT SHORT PLAT M TALBOT ROAD SOUTH; TWO SHARED DRIVEWAYS AND ONE SINGLE DRIVEWAY WITH A 0011 NOTE ON THE FACE OF THE PLAT. MUTUAL ACCESS EATS MALL BENE LOTS 1 & 2 AND LOTS 3 & 4. ACCESS EASEMENTS SMALL BE MAN1ED AND CONVEYED TO TIDE LOT 01111111IIIIIIIERS AT THE TIME OF SALE. 3. THE APPLICANT MALL BE REQUIRED TO COM PL.E7E HALF—STREET FRONTAGE HMPAO ►ITS ALONG THE ENTIRE FIRONTA+GE OF TALBOT ROAD SOUTH. A MEB1E TS PLAN SHALL BE SUOMMED TO, AND APPROVED BY, TIME CURRENT PLAIINMNG PROJECT MA11I/1�! AIM Tw PLAIN PRIOR TO CONSIALICTICN PEalr(MT APPROVAL. 4. THE APPLICANT 94ALL MOVE ALL RETA"M (MALLS AT FAST WtEE (3) FEET BEIMM TWE PUBLIC INGHT--OF—WAY. A REVVED LANtIIICAPING PLAN SHALL BE SUMMTWD M AND APPROVED BY, THE CURRENT PL ANNIIIG PROJECT MANAGER PRICK TO CONSIOX71ON PERMIT APPROVAL 5. THE APPLICANT SHALL MAINTAIN A FIVE—FOOT (5) DW*VAY SEPARATION FROM ANY Pl1 PE'RTY LINE BEFORE CON 57RLIC71 NG A DRIVEWAY AT YNE MAXIMUM 15% GRADE ON LOT & S. THE APPLICANT SHALL PROVIDE A DRIVEWAY CROSS—SEC710N, NOT EXCEEDING 15X GRADE, IMl(H TIS BUIIILDING PERMIT APPLICATION FOR LOT & 7. THE APPLICANT MALL REVISE THE LANDSCAPING PLAN 70 Meq.UDE A 10—FOOT LAI1 CW6AP1 - SUP ALONG TIE REAR POR710N OF LOT 5 04M SHALL BE PLAN IN AN EASEMENT " A CANVIEVONDING NOTE ON lid FACE OF THE PLAT. ALWAINA7IMELY, 71E APPLICANT MAY ELECT TO RE7W SHORT PLAT TO CONNECT 907H 7RACT A AND TRACT B SUCH THAT 7WK IS A k0dMUM OF 10—FOOT SEPARA7ION BETWEEN LOT 5 AND THE PROPERTY LMS TO 7HE EAST. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS, A PIS MEE ING MUST BE HELD BETWEEN THE Cmr OF RENTON PLN RAW SECTM AND THE APPLICANT. sems: CITY OE RENTON ONE 0"� - S�VV AT FULL •GALE IF NOT OW *M Planning/Building/Public Works Dept. SC" AGCOMWWY VICINITY MAP SW 1/49 NE 1/4, SEC. 6, THIP. 22N., RGE. 5E., W.M. TUTTLE ENGINEERING AND MANAGEMENT 275 West Ido Vista, Suite 1 Burlington, WA 98233 10: (360) 899-5953 M:(360) 920-7030 E: JTUTTLEOTUTTLE-TEAMMM SK (MIEN 5 LOT SHORT PLOT 9/02/2015 TALBOT o OOT ROAD Rm. NO: MLE SHEET C-1 1 �13 cI)' P -., e ms& 0/ EMEREENE I r z SR T: - _i zC H � 7 12 f77 x <i 0 o r Y+ Q , Z 7 \ z c COO) � z m m m z m ID 8 H � 7 12 f77 0 o r Y+ Q , Z 7 \ z c COO) � Z 7 m z m ID 12 Z 0 O -3 IN # 7 32 S C' Ire m 1 1 LJ 2 \J N \J N ZL "J n. N, S. 2 8 _3 am 'I'm 411111111111111110 am Auw Alm 411111111111111111l 41111111110 amm -- - --- - - -- ----------- am 41111111111111110 4vm 11111111111111110 0 4ww *Am am am 111111111111111110 am �p P op Opt OP OP 0 '.E (PLAT) N16*40'22"'E (MEAS.) N16-00 1156.35' CALL TWO BUSINESS DAYS BEFORE YOU DIG L;j 1 811 W _j ILL. • 91 10\ v CkN `1 4 0 0 0 It z 2 I TO BE RDAO%W 'Al SSMH 1148 SSMH #102 RIM=216.38 IE=209.29 - 8" D1 IN E. CTR CHNL=197.34 8" PVC. IN E. 8" PVC. IN SW. 8" PVC. OUT N. I 00 r— 30' Now m W cn CONTRACTOR SHALL INSTALL SILT FENCE AT ALL LOWER ELEVATIONS AS REQUIRED TO PREVENT SEDIMENT FROM ENTERING PUBLIC STORM CONVEYANCE PROJECT BENCHMARK TBM#1, ELEV.=213.79 ENSURE ACCESS TO EXISTING 30' FIRE HYDRANT IS MAINTAINED DURING CONSTRUCTION. 30' LIMITS OF GRADING AS PART OF INDIVIDUAL LOT CONSTRUCTION = PROPERTY LINE RIM=200.93 CTR CHNL=191.62 8" PVC. IN S. N: 1 8" PVC. OUT N. 6 TO K 11111113111110%w PRESERVE AND PROTECT NATIVE SOILS AT PROPOSED ROOF DRAIN INFILTRATION ZONES, TYP. ZONES TO BE STAKED PRIOR TO ANY LAND DISTURBING ACTIVITIES. CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE PER CITY OF RENTON STANDARD DETAIL. SEE NOTES AND DETAILS SHEET FOR REFERENCE. PROVIDE 12"0 CULVERT AT DITCH AS REQUIRED TO MAINTAIN EXISTING STORMWATER CONVEYANCE. HIGH VISIBILITY FENCING, TYP. SEE NOTE 8. LH A I VF- \F--IIIIIII�1\*----44\0F i vr- 1 \l-+ VF -----H VF--------Hvim- HVF-----+iVF----+VF----HVF------HVF-----HVF-------HVF-------H\tF-----HVF----HVF------H\N: 1 \OF fl VF 1 I\OF 11 41 0 Uj z 1 3i PROPERTY BOUNDARY LINE 0 x Uj 0 0 0 CONTRACTOR SHALL INSTALL SILT FENCE AT ALL LOWER ELEVATIONS AS REQUIRED TO PREVENT SEDIMENT FROM ENTERING PUBLIC STORM CONVEYANCE NETWORK. LIMITS OF GRADING AS PART OF INDIVIDUAL LOT CONSTRUCTION PROPERTY LINE 0 0 ■ ANTICIPATED GRADING LIMITS FOR PLAT DRIVEWAY CONSTRUCTION, TYP. T LIMIT OF nIIlRANrF X00.0-1 DURING OFF-SITE WATER MAIN INSTALLATION. SURFACE RESTORATION SHALL INCLUDE TOPSOIL AND HYDROSEEDING. vl SSMH #12217 RIM=234.74 CTR CHNL=220.12 8" PVC. IN E. 8- PVC. OUT W. TUTTLE ENGINEERING N75*04'34"W TAND MANAGEMENT 52' P.0,.Box 1547, Burlington, WA 98233 10: (360) 899-5953 M:(360) 6( M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 11 1 MAX . PROIECII AND RIM MMTJON OF POMOUS SWACES: A) S •# 4 z PROJECT BENCHMARK RIM=1 I, ) TBM#2, El ELEV.=187.32 I M/1 1 7 il.) IN= f, C, 32 ZTBM#2, 4M AA AM AW I_L llllll� #*0 111111111PLA1111=111 Wm 1"TONN. 2 P 1 N, low Op- OP OP L . . .... 11 --- "' POWADff ko%MMNPP46 F00,111111110 THE POWWUS 1AdObANhAKALAbl I JW RESTMI THE OOMPACTM EFFECTS OF AM by N.L 7%A"IC 04 PE%A" MIMM AJWM. F TW ts� Ml A01ML,&d11LjllllllllP amvftljm�A I Is COWPAICTED. THE SUWACE TO A FULLY FUNCTX*" Lw COMMON. AIS 01111111ALM BY THE mvppoll MY OV19111-IM"Mv THE COMPACTIED NWk D) is dw M "maw—Umbuff OF 011_1 - SLANUFAMIS AS LONG AS FEA1N@LE SO AS NOT TO EWOSE 7NM 3-11-M W -A -CE -S M OOMPACTME FORM AND M WWAM E)057#4 IINFLTRAMON PO NTIAL I 'ROE 1 A�A I A:FA T 17`1 a 1 ;07 7- LIMIT OF FRONTAGE DISTURBANCE .......... ...... . ..... ........... da .... ...... .................... M7 mo 0 0 ■ ANTICIPATED GRADING LIMITS FOR PLAT DRIVEWAY CONSTRUCTION, TYP. T LIMIT OF nIIlRANrF X00.0-1 DURING OFF-SITE WATER MAIN INSTALLATION. SURFACE RESTORATION SHALL INCLUDE TOPSOIL AND HYDROSEEDING. vl SSMH #12217 RIM=234.74 CTR CHNL=220.12 8" PVC. IN E. 8- PVC. OUT W. TUTTLE ENGINEERING N75*04'34"W TAND MANAGEMENT 52' P.0,.Box 1547, Burlington, WA 98233 10: (360) 899-5953 M:(360) 6( M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 11 1 MAX . PROIECII AND RIM MMTJON OF POMOUS SWACES: A) PWvECr ALL PUMUS 9N modmIll"wo UK MAMMAL, AND INSTALLED CONCREM FROM ACCUMALAr" By AND 20 AND SEDWENT COWIWOL z ON P%Wlwjm OF 7W SM TWT DAW TOMM THM If THE - OR IWISE c SU1111111FACES MAMMAL DUVIIING Lf SKUL K WIT01 Nml 'm T" FULLY FUNIVIINN" AS 0111MCM BY TW M . -EWOMTM SN&L OCL" REk*ML OF 4M AA AM AW I_L llllll� #*0 111111111PLA1111=111 Wm 1"TONN. 0) ff%A&,fi01l%LAdl F."UTIC1, WMA"'m I BY SWEET= PO M PEYMMIS CONCIIIIIEW SKC*"MTKM. C) POWADff ko%MMNPP46 F00,111111110 THE POWWUS 1AdObANhAKALAbl I JW RESTMI THE OOMPACTM EFFECTS OF AM by N.L 7%A"IC 04 PE%A" MIMM AJWM. F TW ts� Ml A01ML,&d11LjllllllllP amvftljm�A I Is COWPAICTED. THE SUWACE TO A FULLY FUNCTX*" 73 COMMON. AIS 01111111ALM BY THE mvppoll MY OV19111-IM"Mv THE COMPACTIED NWk D) is dw M "maw—Umbuff OF 011_1 - SLANUFAMIS AS LONG AS FEA1N@LE SO AS NOT TO EWOSE 7NM 3-11-M W -A -CE -S M OOMPACTME FORM AND M WWAM E)057#4 IINFLTRAMON PO NTIAL I 'ROE 1 A�A I A:FA T 17`1 a 1 ;07 7- DESMIED: T. HOHMANN pI11111111 IIIlI, A7A 411% M7 mo DPAW: T. HOHMANN -0- A MO. IF7111HEIIIIIIII CHECKW: J. TUTTLE I REVISION a M., APPROM: J. TUTTLE 1. TOTAL SITE ACREAK 5OA96 S.F. (1.16 AC) 2. TOTAL SITE AIWA = 0.0 S.F. (0.00 AC) ........... RIM=1 55± CTR CHNL=127.87 (PER SOOS CREEK WATER -------------- ftll AND SEWER DISTRICT) INSTALL *ZLE �HEgl< DAMS SPACED EVERY 25 FEET IN EXISTING DITCH, TYP. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: . AL" DATE. /11 hr BY DATE: Ir ' U_ BY: DATE: BY: DATE:`sI�NAL '/�/� SCALE: Var"CAL MAO I liiim 1"-20' oi�-, si73101 SKAGIEN 6 LOT SHOM [PLAT CITY OF TALBOT [ROA[0 5 RENTON I ONE INCH AT FULL SCALE EMSTWO CONDMONSIERONON AND IF NOT OW Ill Planning/Building/Public Works Dept. SCALE ACC0111111111111111111l SEMMENT CONTROL PLAN 4.3718 9/02/2015 PO4E: alumm NO: C-2 Sww. Or, 2 13 ►11�11►11�IN_1N n 0 0 rn ri 71 Z M9 cn cr) r" -U 0 > m -4 Z j m rm z z m z Z z c rn z m z m m n 0 0 rn ri 71 Z M9 cn cr) r" -U 0 > m -4 Z j m rm z z m � rn > CD � � O O ts� 73 > J LA_ E �I=,I iiu ATF ') �I SIE -r 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIIIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPIENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERS, NO DISTURBANCE BEYOND THE CLEARIIING LINTS SHALL BE PERMITTED. THE CLEARING UMTS SHALL 13E MAINTAMM BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STA&L1 NCZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDrrION UNTIL SUCH TIME THAT CLEARING ANO/OR CONSTRUCTION IS COW'LETE AND POTENTIAL. FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MANNTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SMWNTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIIEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUIrI REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMIME SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DUlR0 G THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTNMES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE RE WMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEMNG DRAINAGE SYSTEM. 6. APPROVAL OF THIS PUN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, ClLS, OR RETENTION FACILITIES. 7. ANY AREAS OF EXPOSED SOILS, I NC LU DING ROADWAY EMBANKMENTS, THAT WILL NOT BE NSTURKD FOR TWO DAYS DURIIO THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS Dl~ THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IDIIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERVASE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 9. COWER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WAITER DESIGN MANUAL. 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 11. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINNAUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVMNG. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -UDEN WATER INTO THE DOWNSTREAM SYSTEM. 13. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH ALL PROJECT DI ED SOIL AREAS GREATER THAN 5000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 14. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SMALL. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMINEMT FACILITY IS TO FUNCTION ULT"AT'ELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 15. PRK)R TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIIEWD TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE **ITER RAINS. DISTURBED AREAS SHALL BE SEEDED WIT W ONE WEEK OF THE BEG**#NG OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAMI UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY Ab A DATE: 9 rl B DATE: BY: DATE.- BY: ATE:BY: DATE: J I r I 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAP GE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRAS, VAULTS, AND RETAKING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETANG WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. T UTTLE ENGINEERING ND MANAGEMENT ox 1547, Burlington, WA 98233 1O: (360) 899-5953 0) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 1 IIEINSIOMS PER MY 11[1IM OOIYIBi15 -AUG. 3, 2015 N0. REVISION M / �I 1 v'... 25' \ \ / ; ------- ADJACENT ROLLS y SHALL TIGHTLY i ABUT SEDIMENT. ORGANIC MATTER, AND NATIVE SEEDS ARE \ CAPTURED BEHIND THE ROLLS ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS 3'-5' \ (75-125mm) ` 8'-10" DIA. ` (200-230imi) LIVE STAKE MIIi 1"x 1" STAKE 1. CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM) 1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGMNrI1G OF THE WET SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS. BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL, 10 -20 -20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO -PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:1V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DtSTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING, WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. PUBLIC WORKS STRAW WATTLES M' PLO - 213.40 DEPARTMENT \ - MARCH 2008 4 DRIVEWAYS SHALL BE PAVED TO THE EDGE qQ OAD OF R -O -W PRIOR TO INSTALLATION OF THE JOG v CONSTRUCT" ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT ` RUNOFF DRAMAS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4%8' QUARRY SPALLS GEOTEXTILE ``-- -� lb 12" MIN. THICKNESS - \� �_ PROVIDE FULL WIDTH OF NOTES �� INGRESWEGRESS AREA 1- CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STRESNGTH (ASTM D4751) s ,'I k '� f tl 9 h 'I III i. r T� y 1 g p 7 gryry / _ Ir 1 y 1 , h 1. PRE -CONSTRUCTION MEETING. 400 PSI MIN. 2. POST SIGN WITH NAME AND RHONE NUMBER OF ESC SUPERVISOR (MAY BE r rT CD 17 CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). m 3. FLAG OR FENCE CLEARI04G LIMITS. M 4. INSTALL CATCH BALI PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). M w 6. INSTAL PERMMAETER PROTECTION (SILT FENCE, BRUSH BAIRRIER, ETC.). 7. CONSTRUCT SEDNT FONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DICES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DEQ MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACC AWE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER AL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE AL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, AL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. T UTTLE ENGINEERING ND MANAGEMENT ox 1547, Burlington, WA 98233 1O: (360) 899-5953 0) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 1 IIEINSIOMS PER MY 11[1IM OOIYIBi15 -AUG. 3, 2015 N0. REVISION M / �I 1 v'... 25' \ \ / ; ------- ADJACENT ROLLS y SHALL TIGHTLY i ABUT SEDIMENT. ORGANIC MATTER, AND NATIVE SEEDS ARE \ CAPTURED BEHIND THE ROLLS ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS 3'-5' \ (75-125mm) ` 8'-10" DIA. ` (200-230imi) LIVE STAKE MIIi 1"x 1" STAKE 1. CONDITION OF USE 1.1. SEEDING SHALL BE USED THROUGH THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 1.2. VEGETATION -LINED CHANNELS SHALL BE SEEDED. CHANNELS THAT WILL BE VEGETATED SHOULD BE INSTALLED BEFORE MAJOR EARTHWORK AND HYDROSEEDED OR COVERED WITH A BONDED FIBER MATRIX (BFM) 1.3. RETENTION / DETENTION PONDS SHALL BE SEEDED AS REQUIRED. 1.4. AT THE CITY'S DISCRETION, SEEDING WITHOUT MULCH DURING THE DRY SEASON IS ALLOWED EVEN THOUGH IT WILL TAKE MORE THAN SEVEN DAYS TO DEVELOP AN EFFECTIVE COVER. 1.5. AT THE BEGINNING OF THE WET SEASON, ALL DISTURBANCES AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHOULD BE SEEDED WITHIN A WEEK OF BEGMNrI1G OF THE WET SEASON. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS NOT OTHERWISE VEGETATED OR STABILIZED SHALL BE SEEDED AND MULCHED. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE BEST TIME TO SEED IS APRIL 1 THROUGH JUNE 30, AND SEPTEMBER 1 THROUGH OCTOBER 15. AREAS MAY BE SEEDED BETWEEN JULY 1 AND AUGUST 31, BUT IRRIGATION MAY BE REQUIRED IN ORDER TO GROW ADEQUATE COVER. AREAS MAY ALSO BE SEEDED DURING THE WINTER MONTHS. BUT IT MIGHT TAKE SEVERAL MONTHS TO DEVELOP A DENSE GROUNDCOVER DUE TO COLD TEMPERATURES. 2.2. TO PREVENT SEED FROM BEING WASHED AWAY CONFIRMED THAT ALL REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED. 2.3. THE SEEDBED SHOULD BE FIRM BUT NOT COMPACTED. 2.4. IN GENERAL, 10 -20 -20N -P -K FERTILIZER MAY BE USED AT A RATE OF 90 POUNDS PER ACRE. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW RELEASE LO -PHOSPHORUS FERTILIZER. 2.5. THE FOLLOWING REQUIREMENTS APPLY FOR MULCHING 2.5.1. MULCH IS ALWAYS REQUIRED FOR SEEDING SLOPES GREATER THAN 3H:1V 2.5.2. IF SEEDING DURING WET SEASON MULCH IS REQUIRED 2.5.3. THE USE OF MULCH MAY BE REQUIRED DURING WET SEASON AT THE CITY'S DISCRETION IF GRASS GROWTH IS EXPECTED TO BE SLOW, THE SOILS ARE HIGHLY ERODIBLE DUE TO SOIL TYPE OR GRADIENT, THERE IS A WATER BODY CLOSE TO THE DtSTURBED AREA, OR SIGNIFICANT PRECIPITATION IS ANTICIPATED BEFORE THE GRASS WILL PROVIDE EFFECTIVE COVER. 2.5.4. MULCH MAY BE APPLIED IN TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. 2.6. HYDROSEEDING IS ALLOWED AS LONG AS TRACKIFIER IS INCLUDED. HYDROSEEDING, WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHOULD BE DOUBLED. IT MIGHT BE NECESSARY IN SOME APPLICATIONS TO INCLUDE STRAW WITH THE WOOD FIBER, BUT THIS CAN BE DETERMINED TO GERMINATION. 2.7. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVED THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF 4 INCHES OF WELL -ROTTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. PUBLIC WORKS STRAW WATTLES M' PLO - 213.40 DEPARTMENT \ - MARCH 2008 4 DRIVEWAYS SHALL BE PAVED TO THE EDGE qQ OAD OF R -O -W PRIOR TO INSTALLATION OF THE JOG v CONSTRUCT" ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT ` RUNOFF DRAMAS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER CITY ROAD STANDARDS 4%8' QUARRY SPALLS GEOTEXTILE ``-- -� lb 12" MIN. THICKNESS - \� �_ PROVIDE FULL WIDTH OF NOTES �� INGRESWEGRESS AREA 1- CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STRESNGTH (ASTM D4751) 200 PSI MI W GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH ASTM D3786 -80A 400 PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. SM. PLAIT - 216.10 PUBLIC WORKS *TAMLiZE# ---------- -- --------------------------------- DEPARTMENT CG*M MARCH 2008 SURVEYED: AXIS DESIGNED: T. HOHMANN DIVMIN: T. HOHMANN TH 8/2015 JRT cwaam: J. TUTTLE BY DATE AP P R APPS # J TUTTLE SCALA:: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCOM111111111MILY CITY OF RENTON JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS. OR EOUNALENT TO ATTACH FABRIC TO POSTS. I o w.ran. III u � POST SPACING MAY BE INCREASED / TO NC IF WIRE BACKING 1S USED 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD ...................... - STRENGTH FABRIC USED FILTER FABRIC -- - r► - MINIMUM 4"x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS. REBAR, OR EQUIVALENT z N Z iV NOTfi 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRA04AGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DEMON AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-]00 SIEVE SIZE (O.�O.MW) FOR SILT FILM AOS (ASTM 047511 50- 700 SIEVE SIZE 0.30.0. FOR OTWER FASRK S WATER PERMITTIVITY(ASTM D491 0.02 $ECA -1 MIN11kfMN GRAS TENSILE STRENCHT (ASTM D4632) 1110 M. MIN. FOR EXTRA STRENGH FAGAIC 1W 1.1115. MIN. FOR STANDARD STRENGNT• FAWC GRAB TENSILE ELONGATION ASTM 01632) 3t, % MMX. UITRAVK?LATERESISTANCE(ASTM 170% NON. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL. SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDEPAW E THE SILT FENCE. 3. MANITENANCE STANOAIIM 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHIU. SIDE OF THE FENCE FOR SIGNS OF TIME FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. PUBLIC WORKS SOLT lc1MCE 80. PLAN-- 214.00 .jj DEPARTMENT MARCH 2008 5" MAX. ------ DRAINAGE GRATE -TRIM Y_..._...._..... GRATE FRAME • ` r--. SEDIMENT AND DEBRIS �s OVERFLOW BYPASS q BELOW INLET GRATE DEVICE FILTERED WATER ` j I : V A t. k i 4 . ,v kn A k G a A n j t• n t° � SECTION VIEW DRAINAGE GRATE - RECTANGULAR GRATE SHOWN -\ �__... RETRIEVAL SYSTEM (TYP.) �t BELOW INLET GRATE DEVICE --✓ �/� OVERFLOW BYPASS (TYP.) 1 Is®YNE1+wiC VIINMI NOTI*Mt< 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high-flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01,3(15). SM. PLAN - 216.90 + + PUBLIC WORKS CATCH WAt FMILTUR-------------- -___ DEPARTMENT MARCH 2008 SKAGEN 5 LOT SHORT PLAT TAL=OT ROAD 9/02/2015 P#AL. Planning/Building/Public Works De t. TEW"O �'Qf� BROWN �nONT�0L C-3 P NOTES AND DC TAU3 o . 13 C T:) : = c °' Z A -ININININIA A U • T --i Z C r rT CD 17 m m �o O M M 0 b y rT CD 17 b � C4 (D ' �o O O Z z `I Z �R � y M w U I Ii rn �J7 z z in > I Ii z LL- 0 Ell z LL- 0 :. :...:...:..: � OF TALBOT RD ROW ST& 11 *44A 10.4 Q 44%+00 11 +00 06' RT .. ... ......... ...... ......\ ................. il ...... Sa STA 11 +44A 1.6• RT EXISTMIiG EDGE OF A�IALT PVMIT. � TING EDr EXISTING UK •4 0 Q A. CONSWRICT Com TI ##M CUs AND GUTTER PER CITY SWCARD PLAN 101.1 AND WSDOT z STAMP PLAN F-10.12-02. O C) B. CONBTWJCT CONCI1M DEPAE'SSED CURII SECTION PER STANDARD PLAN F-10.12-02. Uj Q 0 C. CONIIITNUCT CEAA04T CONCREIE DlaVMY PER CITY STANDARD PLAN'S F004.1 AND F004.4. a. Xp D. CONS'Tll JCC RW AMEN" SECTION PER DETAIL 2/C-10. E. CON6T#UCT AIPALT 114ANS111 SKXWALK AT 5:1 TAPER PER DETAIL 5/0-10. F. CONSMJCT FIVE-FOOT WIDE CONCRETE SIDEWALK PER CITY STANDARD PLAN F007. G. INSTALL TYPE 1 CAVI BAcSIN PER CITY STANDARD PLANS 200.00, 202.00, AND 204.60. p� H. INSTALL TYPE 2 CATCH IIIASIN PER CITY STANDARD PLANS 201.00 AND 204.00. I. INSTALL RECTANGULAR FRAME AND VANED GRATE PER CITY STANDARD PLANS 204.00 AND 204.20. J. RESET EXISTING UTILITY STRUCTURE TO F04SHM A 44ALT OR SIDEWALK GRADE, TYP. K. PER PAAIE 4-5 OF THE CtTYS TO THE X= COUNTY STORM (MATER DESIGN MIANUAL., A NOW" 7 -FOOT HORIZONTAL SETVWTION AMS 1 -FOOT MERMAL SEPARATION ( WALL TO wALL) is wEoutwEo STOIM PIPE AND 07HO UTILITIES WITH THE OF p MM WR LINES MIMERE A IIIMiM11l11r1 10 -FOOT HOIICKWAL SE'FhAAA710N IS M U IR b. PIKINWE A ET"HAIFOAM PAD WHEN VERYr, L Mr NION IS LESS THlAMI ONE FOOT. L. INSTALL DETECTAOL.E MIA IINIMit' SURFACE PER WSDOT STANDARD DETAL F-45.10-01 AT EACH SIDFIIIIIALK END. SFE DETAIL. ON SHEET C-11. M. 101STALL MI II!'T+E EDGE LINE PER CITY STANDW PLAN H008. MATCH INTO EXOTOW AT NORTH AND SOL" ENDS USIC 25:1 TAPER. CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY DATE: at In Ir - BY: DATE: 1 S BY: DATE: BY: DATE: en UNE � EnGI Y LIMIT •....:.. , GRIND AND M4t,A .a SFE DETAIL 2/C-10 r NEW ASPHALT EXI LTiNG A' HALT FiEMIciVAI PROP. 5 -UNIT 150.1 IF ` SflwFol �G PER C STA. 14+94.59 " AND AS PART PROP ASPH S0, Swo,C OF IOAIETlLMIE INSTALLATION C8U MAiLAOX 14 SEICIION DETAIL 2/C-10. AT C -L AREA r r. a /r 600 • •3w• �•4 ON 3 i i RESET UD TO FIN. SIDEYNLK � i GRADE PER IIEOUIIIE#IENfS "- -� STA. 1133.1 �� G) OF DETAIL 2/C-11. gyp E 13' DIr1lE�1Y I STA 14+01.5. 6.3' RT � S' AMMiALT lAA1111"OM WALkMNY WIT � STA 13+58.1 I RAMPI 0 DIE 1lC7I�E Ir1�11C �41�ACE, M. q 20' DMiFIMAY fes ) i �' , z rn K� MAW WIN PROP.COgC. i 0 t ... d o ends`• add 11 � !e' a8,d !/' - i !' s �dBt'.s5de��.e+`:i`#J'�'ldd�'.t�`ipe�dl.!!° fddlddddd ddddd � s a6>"r"a".ir'.i°dsdr+'i`t:' � o.r,.::; .,r` .r M ,FAQ' •.i'.%VAFAi.Y.d"#w ' r, ,.O in `) / ! !!!a!//!/!t///////// //!/a// /i DETiYL 1 ON SWEET C-11. r ✓ ,��/� MIMIONOlEN15. TYP. 00 1 N N N r. a /r 600 • •3w• �•4 ON 3 i i RESET UD TO FIN. SIDEYNLK � i GRADE PER IIEOUIIIE#IENfS "- -� STA. 1133.1 �� G) OF DETAIL 2/C-11. gyp E 13' DIr1lE�1Y I STA 14+01.5. 6.3' RT � S' AMMiALT lAA1111"OM WALkMNY WIT � STA 13+58.1 I RAMPI CUM AND DIE 1lC7I�E Ir1�11C �41�ACE, M. q 20' DMiFIMAY fes ) i �' , z rn K� MAW WIN PROP.COgC. i 0 O 0) j r., Lf) I � O00i n AIS /rMMLT mw EDGE. PAW�YK CUT OR FILL GTM STA 14+91.5. 19.8' RT sm OlTAIL 5 ON cif C-10 AIS ,.O in `) POMP FOR f110NM0E END CONIC. SIOEIIWILK DETiYL 1 ON SWEET C-11. } 11q7 � �C� N 0.-0 MIMIONOlEN15. TYP. 00 1 N N N NCE N K..... O IO O N O p N o o p � CN N NCN �. Z p G) _�* z a 2: � m c � 1 m O r'` zm fes ) i �' , z rn m i 0 O 0) j r., Lf) I � O00i n 10 I � O Z G) Z C 3 to m BACK OF WALK SYSTEM DATA v CI1, CONIC. INLET cat, COMIC. INL.FT CONC. INLET PIPE1 WITH STD. GRATE IMTH SM. GRATE STD. GRATE 120 CPEP STA 11+71.09 21.4 RT STA 14+25, 21.9 RT 14+77.1, 21.3 RT L=15.6 LF, S=3.00% w 11011=212.8 R111111=181.6 188.40 IE 120 OUT, W=207.92 IE 60 OUT, NMI ".00 IE 120 OUT, W=183.90 IE 60 IN, N=207.92 IE 60 IN, 5=180.80 IE 6" IN, S=184.40 230 ) IE 60 IN, E=180.80 I i WITH SMGIVRE PIPE2 PIPE3 PIPE4 PIPES PIPE6 0 . r r . PVC 60 PERF. PVC 60 PERF. PVC 120 CPEP � DATA TAME OF WALK 6 PERF. PVC 6 PERF ao L=45.9 LF, S=0.50A L=120.0 LF, S=7.75x L=51.6 LF, S=12.60x ' L=54.5 LF, S=10.48X L=15.6 LF, S=0.1I4x(0NNISTALLATION DETAILS o t� + o e- m r1l ic6 0) y c- . T ~� .4 LF 1 " II II + CV 00 _O c1q �y 1 006 CPEPT_ o T �N II j N O ST 1 +77.1, 5.7 RT FACE I --4 -_ 00 SEE BACK OF IM " TYPE 1 L WITH T U GRATE T EX. 12 CONIC. Q OF GUTTER• Z � y II o SYS7EM DATA TAME FOR RSI=186.1 (0.1 LOW FLOWLINE) _71 CULV., S=5.689 I I 8 V) w II } V INSTALLATION IE 12" CPEP OUTN=183.80 5 1 r ---.'. ,, a0 IE 12" CPEP IN, 183.80 :.. 7 2 w II II BEFORE PIPE 2"��' + IE 12" CPEP IN, E=183.80 �\ C CULV., oo INSTALL 15.6 LF 12" CPEP TO C13, S=0.64X r/ SDi�H 1 INSTALLATION. :.......... O f1 _ 8 ,-, r 3 ~ w ` PIPE r'SEE BACK OF VMLK THEN �1� � f j j II ad N SYSTEM DATA TAME FOR DETAIL 2 BACK 0 0 6LK CLEANOUT �ASSEMBLIES `TEM PER ALUM In STA 11+32.6. 8.0 RT I � • O .�,jy,lA►T'+IpTII DETAB.S PER DETAIL 1 /C- AS DETAILED ABOVE. TYPE 2-48" WITH STD GRATE I I 1� ,, f �' Q> 0 RIM 14.6 W ............. . 00 E 1 "CPEP OUT, N-207.41 ..:........................ --- _Q (n 00 " .._ I I I. PIPE 4 II .1" 4.0 1 CMP IE 12" CONC. IN S=212.42 EX. WATER, SEE SOOS " II LO oWITH BMLIED END N.E. TO 147.0 LF 12 CONNECT EXISTING 12" STORM CREEK WATER PLANS _ ........... CPEP, S=6.22X PIPE TO NEIN STRUCTURE. I g ' - QUAfWY I I � � • ..................... ..... . 2� � J 159.1 LF 12" � + ��-. INSTALL � SPALL _9 .................. STA 11+71.0, 5.7 RT . S 8.56 II PER INLET PROTECT04 TYPE 2-48" WITH THRU GRATE ...... ........._. ..._..-........� ...._.._•.._.......... PIPE 5 Q DETAIL 4/C-10. RIM=212.1 0.1' BELOW FLOWL.INE _ 9. II II -190 IE 12 CPEP OUT, N=205.86 „ to > IE 12 CPEP IN, S=205.88 PVC STA 13+18.0, 5.7 RT �:f r : w IE 12" CPEP IN, E=207.45 SEE SEWER PLANS PROP. WATER TYPE 1 L SERVICE, TYP. INSTALL 15.6 LF 12" CPEP TO CII THEN 45.9 LF RIM=201.3 (0.1' BELOW FLOWUNE) + 6" BACK OF WALK DRAIN PER DETAIL 2/C-10 IE 12" CPEP OUT, N=197.42 ......•......... •.... AND 6" CLEANOUT ASSEMBLY PER DETAIL 1 C-8 " :::. ::................... `, ```----__ / IE 12 CPEP IN, S=197.42 AS DETAILED ABOVE, w 1 80 EX. 8 D.I. ' WATER MAIN -��.::��--�-.. OU TSTA 15+00.8 9.6 RT PROPOSED FRONTAGE IMPROVEMENTS V NT PROFILE,Oki I .9f SC.&E: 1 "=20' H, 1 "=10' V PR P. I MATCH EXISTING DITCH. SERVICE, . T U TT L E ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 5 REVISIONS PER CITY REWW CO M1EIIII S - AUG. 3, 2015 4 I j 3 REwmmwqo PER C17Y W - NOV. 13, 2014 2 � 1 150 O 3 NiC3� fes ) i �' , DRNM: T. H O H MAN N Ln UJ QD CX; O 0) j r., Lf) I � O00i n 10 I � O p; QC) I N 03100 I 0 ,.O in `) CX� � Y� 0 } 11q7 � �C� N 0.-0 CC) t9- CC. 00 1 N N N NCE N K..... O IO O N O p N o o p � CN N NCN p) (3) 0) 0) rn r- r-- T7-') 00 oQ 00 -- or¢ -U 001 , I I E N 11+00 1 2+00 ";+00 , 4+00 ? 5+00JI T U TT L E ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 5 REVISIONS PER CITY REWW CO M1EIIII S - AUG. 3, 2015 4 NE1ASIONS TO ACC'TE LOT UNE NVAImON6 3 REwmmwqo PER C17Y W - NOV. 13, 2014 2 "EOMs Pat CITY - OCT' 14, 2014 1 /�/ row.CI1 I rte. PER JULY 29, 2014 NO. REVISION TH 8/2015 JRT Tw: AXIS TH 6/2015 JRT DEsIGINIED: T. HOHMANN SO 11/2014 JRT S8 10/2014 JRT DRNM: T. H O H MAN N SB 8/2014 JRT cHEamD: J. TUTTLE BY DATE AP P R J. TUTTLE akiftt: 1 "=20' ONE INCH AT FLU SCALE IF NOT ONE WCH SCALE ACCOIWOMY w�'°:a''7,«, SKAOEN 5 LOOT SHORT [PLAT 9/02/2015 CITY 0E TALBOT ROAD • zo RENTON to: GOAD FRONTAGE MPROVEME 1TS PUN C - 5 Planning/Building/Public Works Dept. 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I I I I - I., 1, I I I "I 0�11 a 'Z�. ;M WMXMY, TN?. SEE I I I � r " 14, * 'k E=210.5 . '. I I -1 N . I I I "lIlli NOW ON DETAIL .3. 1 1 1 \. - � I NE=212.5 I I I .... I 1 . I I .. I 1 w.=19&9 1E= 1 93.7 1 1 � 11 - I I != 4- - I % .-----* \ . I - - =r I 1" � -41 li, I -""-"-"_-'-'_'__"'_-1_" I 5' TYP. I z 1. � , 'r I I HOUSE I I I- - HOUSE I I I I IF=',k,l,q A E=2D4.0 I41*I 0 1FF=219.0 IFF=204.0 I . -1:1 .41 I I IE=211.6 gmal 1.4 ' I I I 1 =202.6 E=2=4 .. I �_ - - - I I .k - * 150 I -14M � I I -_ - - e ETTLEMENT CATCH BASIN SCHEDULE . k 4, � HOUSE .. HOUSE "..' E=20L�O ...o' __-1 �j I : k' H -0 C�Z' "I I ) ��l E = �21 8, & I FF=215.0 FF=210.0 I ' " CS1. 1, TYPE I CO C83.1, TYPE 1 CS C05. 1. TYPE 1 C8 I t 's I - E=216 I TV, to FF=209.0 I I IE=201 .0 __11 14, 1 1 1 .-_� I wrTH SM. GRATE WITH SM. GRATE WfTH SM. GRATE ow 6,4, 1 Cl- - -_ * I I . 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I - I I DRAIN, S=14.W V" 'k .000 .001, I /~fin --- - - - I- - � - ,II- , ii I I I �� I �; ; I 1 i: -- 11 ' I i, ! I - �� , 1 1 � I 'ftnch Sin - Lob I sad 2 1 . 1, I I 1 ; i I 1 !I 1 ` 117 ' ,I i; - I IF L_ �I 11� I - i i I 11 - I ! I z I � I - __ - - __ I ._00 0000 ' _ �.. I 11 A. THE PROJECT DEMELOPER SHALL SU@Mff TO THE CITY THE CCTV -1 I I O .--� - -1-16- NO WRITTEN R19101M. THE CCTV INSPECTION SHALL 04CUJOE ALL . PROIJECT DRAIN UNES AND CONNECTING CATCH BASIN AM MAN1140LE TRACT B .0-01 STWXMAIES THAT WILL BECOME CITY OW*D/MAiN7AiNED NO ALL PW ATE 8 1NCH OR LAMM DRAIN I NO CONNECTING CATCH RAWN NO MANH(XE .0-* - ". . ..' . ., STRUCTURES. SAID VIDEOS ME TO BE IN COLOR NO COMPATWE WITH THE CITY'S ' " 1_ ". ,. � , " '� .1 " w .00*1 0 , VIEWM AND F111ILLAPPIRROW111111b SYSYDAS. THE CITY WILL ONLY ACCEPT VIDEO SLISMITTALS , t 0000, , z I I ' I Trach Dep* Mk*mw Twch om Ana (SF) 1 500 1 2 � 4001 3 3401 4 3001 1 - 51 . 27 ti I - sl�r�t �j� %M W %A% LMV IMI MW_ VMIIPWLX- C" a1#111111111111WWRIJ VWW-V r-LATT.R0 k1.c. 111111111"'W VMJW-%P ! � � FILE FORMAT) AM ME COMPATIBLE WFTH GRAWTE XP. THE V=0 SHALL I I - I .00*1 .-.-� EACH PRO1JECT DRAIN PIPE SEOMDU TO THE UPSTJQEAM AND DOWNSTREM CONNECTM STIRXTURES AS SHOW (AND I Www ) ON THE PROJECT CONST'RUCTION PLANS. B. THE COSTS INCLINVIRED IN MAi(W THE WdTIAL CCTV INSPECTION SHALL BE BOANE BY ALAdN THE PROJECT DEVELOPER . THE DEVELOPER SHALL BEAR ALL COS ----Umm IN COAREC ANY DEFICIENCIES FOUND DURIW CCTV WK-1A.U.N. IW ------- THE COST OF AW ADDfTKft& CCfV v D(FLTMYION 7ESTM Olt AN IES THAT MAY BE REMIR11M, fff THE C" TO VEWY THE COARECI• OF SAID O" C01liCY. C. THE DEVELOPER SHALL BE FOR ALL COSTS INCURRED IN THE CCTV ... ... ECTION PERFORMED SOLELY FOR T14E MDMEFYT OF THE DEVELOPER. TYPE 2-540 CS WITH SM. GRATE, TYP. 3 LF go PMC, 7YPE 1 C8, TYP. S=2.0009, TYP. 3 LF Sm PYCs S=2.008. TYP. 12 LF Sm PMC, / Sm PYC CLEAWOUT, TYP. S=2.00X, TYP. SEE DETAIL I ON SHEET C-8. TYPE 1 CS WITH tllk�_ 40 PVC MET FROM SM. GRATE. Typ. / ROOF DRAIN SYSTEM, S= I.00X MIN. � t � : : ; : � z � : z : � z ' ". � : - z -1 z ,-111C "W"11I)E. i "EN, I ", : z \�Z.t � , . : "I 11 . , � � . . � vciG '� � � z V : '.. � .00*0 .-O-� I I I I TYPICAL DRYWELL LAYOUT DETAIL 1 NTS I I . .---------- - - ___ - - - : � A. WALL MOTE DAMMY PER DETAILS ON THIS SHEET AM ON 9*FET C -S. : i B. CONSTRUCT WWLTRA71ON DWfVAELL FACLrTIES PER DETAILS ON THIS SHEET AND PER THE SMALL 044LIM11ION BASIN DETAIL ON SHEET C-9. I C. THE CONTRACTOR SHALL CLOSELY COORDINATE WfTH THE GEOTECHNICAL ENION IWER' DUR1W THE CONSTRUCTIOIN OF EXH DWf*ZLL AM W*1.714ATM TRENCH TO NOWY DESM OF i CONSTRUCTM AM M ENSURE ACCUMTE FANNICATM Of F-MANOIKEI ORYSELL STRUCTURES. I I I I I - - '- I I L I !I I .- , I A. SHIM BULDM FOOTPRINTS Fa►rm-KNI THE LARGEST ALLOWAU B*M ON C" CODE NO SIZW OF SITE S I•MANAGEMENT FACKnIES. 8. GRADW SHOVIN REPRESENTS THAT EXPECTED BASED L)PON ASSUMED FOSSHED FLOOR ELEW71IONS. i 1k I C. SEE THE PLANS FOR THE LNITS OF LANDSCAPE - 0 : i w T-�: " k:ic -ij , - - j ojw�l� _�- '. T 97 3W.' 2, _'C-7w'� -,�3W.W,:I,Wl��l-$,:Iai-,I�'*;zw � ... LALM - -.1 - - I -1 F_ . ' .- - - 0 MMY S U M X DISTANIM ' Y DZVJQ 019 TO 3% 1 0 FEET 0.3 MEET 'f M 59 6 FEET 0.3 FEET PERVIOU CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 TE DRIVEWAY DETAIL NTS Structure No. Structure Top 8#'IEIn 0000 Top of Gravel (inside) I StructureBottom Bottom of Gravel 400w 210.0 207.50 207.00 L , MOMMM" r 201SO I 2M.So . DW 1.2 = 209.5 L L 1 206-50 . 1 203.50 1 MAO - MLOO L I I SS 10/2014 0 , . I ONE INCH I AT FULL WALE I IF NOT ONE INCH SCALE XC01111011111my I DW2.1 207.5 TYPICAL DRYWELL LAYOUT DETAIL 1 NTS I I . .---------- - - ___ - - - : � A. WALL MOTE DAMMY PER DETAILS ON THIS SHEET AM ON 9*FET C -S. : i B. CONSTRUCT WWLTRA71ON DWfVAELL FACLrTIES PER DETAILS ON THIS SHEET AND PER THE SMALL 044LIM11ION BASIN DETAIL ON SHEET C-9. I C. THE CONTRACTOR SHALL CLOSELY COORDINATE WfTH THE GEOTECHNICAL ENION IWER' DUR1W THE CONSTRUCTIOIN OF EXH DWf*ZLL AM W*1.714ATM TRENCH TO NOWY DESM OF i CONSTRUCTM AM M ENSURE ACCUMTE FANNICATM Of F-MANOIKEI ORYSELL STRUCTURES. I I I I I - - '- I I L I !I I .- , I A. SHIM BULDM FOOTPRINTS Fa►rm-KNI THE LARGEST ALLOWAU B*M ON C" CODE NO SIZW OF SITE S I•MANAGEMENT FACKnIES. 8. GRADW SHOVIN REPRESENTS THAT EXPECTED BASED L)PON ASSUMED FOSSHED FLOOR ELEW71IONS. i 1k I C. SEE THE PLANS FOR THE LNITS OF LANDSCAPE - 0 : i w T-�: " k:ic -ij , - - j ojw�l� _�- '. T 97 3W.' 2, _'C-7w'� -,�3W.W,:I,Wl��l-$,:Iai-,I�'*;zw � ... LALM - -.1 - - I -1 F_ . ' .- - - 0 MMY S U M X DISTANIM ' Y DZVJQ 019 TO 3% 1 0 FEET 0.3 MEET 'f M 59 6 FEET 0.3 FEET PERVIOU CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 TE DRIVEWAY DETAIL NTS Structure No. Structure Top 8#'IEIn Top of Gravel (Outside) Top of Gravel (inside) I StructureBottom Bottom of Gravel DW1.1 210.0 207.50 207.00 2%.00 MOMMM" r 201SO I 2M.So . DW 1.2 = 209.5 207.24 1 206-50 . 1 203.50 1 MAO - MLOO 2 I SS 10/2014 0 , I I I I ONE INCH I AT FULL WALE I IF NOT ONE INCH SCALE XC01111011111my I DW2.1 207.5 205.00 204.50 201, SSL} . . , 1 201-00 MOO DW2.2 - I 207.0 F 204.74 204.00 201.40 1 200.50 198.50 - DW2.3 206.5 204.00 203.50 . 200.50 . 200.O0 i 198.00 I I , - DW3.1201.0 198.00 197.50 194.50 194.00 ......... 1w.00 0 DW3.2 1 200.5 11F_ 197.74 197.00 moo go- 193.50 MAO .m DW3.3 1 200.0 1 197.00 1 196.50 1 193.50 , I 193.00 I 191-00 - I DW4.1 198.S 196.00 195.50 I 192.SO I M00 MOD DW4.2 196.5 196.24 - 195.50 inso L92-00 MOO . DW4.3 I 196.0 I 195.50 195.00 . . 192.00 MAO - - . is -SO -1 ; I I . . . I . . I DW5-1 194,0 191,50 191.00 I 188.40 r I 187.50 185.50 - L_ DW5.2 194.0 191.74 191.00 198_ 387.50 ' MAO - /NOTE: ON-SITE CEMENT CONC. I- 1.0 9 - - yam PER PLM z WALIGS"s SHALL BE 40 THICK F - ROCK '041 PER WITH A 20 MIN. CRUSHED r%AA%Ajft,^fi I CEMENT CO! ICRETE PLAN LOM AND SURFACM TOP COURSE I so MIN. DEPT -\- -_ - OCTAL I /C-10. FOUNDATION. - - I- __ - I I ROCK whLL Or*M ' - -- I- __ -1 __''_1 - - . - -. - _ __- �-�'T-'-' -1 -4 _ 1-1 7 -! --'! -' -1 -1 - I 1. I " -- �3 �-'- - _V - _� - I -:7-5 1 11 - . - - - _\ COWACTIED 00440EL SMO I PER MT*& I /-10 MI C COMPACTED CRUSHED I SUWACWj TOP COURSE, AS APPUCABLE. COURSE. MIN. 4* DEP1 COMPACTED NATTKE IIIIIIIIIIIIIIIIIIIII11111111,1111I WEN& CONCRETE DRIVEWAY DETAIL1 3 SECTION 8-8 NTS CEMENT CONC. \wM Py PUN CURN PER W@DOT me 1111 SM. " %y. I POROUS CONCRETE F-10.12-03, TYP. *k. 60 MIN. _-- i - . ------- `_ -- - ----'_----_'_ '�'�'____' - - _ -, -- - , - - �* -7 - I 77 ____��_______��__--_-'--_-_ I - - , �_ - --- - - _______ ; -, , - __ ��:T:7_� � �__"-_ -_-E�- _-'7�� - - - - '__:�__�:__ -, - �--:_---_ -- ---_��, _ -_ -__ .- - -,-,---�---,-:�-,--��-,-,-:�-,- ___ I , __� - - - I- - - - - - - - - - Qqw I I I , ! -- - - - - � - - - - - ! -_ - I - - I - -- - - - - - I- - - -, - - - I I - - - I., __ - - - - - - - __ - - - - I - - - � . - ' - - - - - 7 r - - - - - - - - -_� - -7 �'__ " "�'_' - ---\ - __ __ _ -.-- , I ' I ' _',�"�' 1 ,I � " I LINCOMPACTED MA7W 12" MIN. PERME BALLAST PER MATEFIAL WOW SM. SPEC. 9-03.9(2) suBt�RADEPERVIOUS CONCRET DRIVEWAY DETAIL 4 SECTION A -A NTS 60 PVC OV8*1JOw PEW PM SMO.Ow 60 VERTE& SLOTTED FW CONIC. seem" PER MON"M Pw WITH Tftvm so Mm. 5' MY SM. PLAN FW RATED UD, WT FLUSH. 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SPEC. 9-03.9(2) 004011MY EUMUM A ELEX0010N 9 X 0offft" SOUTH 205.9 203.9 20 FEET MI)OLE 190.6 194.6 21.5 FEET 111111111111111111111 PERVIOUS CONCRETEANFILTRATION TRENCH DETAIL�111111111 SECTION C -C NTS � 5I ) 5 REM1901 Is PER CITY KV11EW COMMENTS - AUG. 3, 2015 TH 8/2015 JRT SURVEYED: AXIS I SC&E: It 1 =20' - VIRITC#IL- N" low H01111111=111111111111IL- NO 111111111113/19111111 , I" , , , - - � ,'' 1 ''.. , 1- ._! 11 �' I * 11 OF X CITY OF RENTON Planning/Building/Public Works Dept. SKA" ' EN ,5 LOT SHORT FILA7 n � _"T IRDAID TALBr. WE WROWIEMENTS [PLAN 0 4 NEWSONS TO I LOT UNE TH 6/2015 AT F-DESKAIED: T. HOHMANN 3 PER CITY WMEW COMMENTS - WN. 13, 2014 S8 11/2014 JRT 2 RE -MIN I PER CITY REAM COWAMS -OCT. 149 2014 SS 10/2014 JRT - DRAW T. HOHMANN I ONE INCH I AT FULL WALE I IF NOT ONE INCH SCALE XC01111011111my I 1 - . PER CITY R1Vft _. - - JULY 299 2014 S8 8/2014 JRT I CHECKED: J . TU17LE NO. REVISION BY DATE I APPR I mw" -w: I J. 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OPEN SPACE TRACT B 10-00 000� MOM E X ME MON .000, 0000 r 1! CUT = 2.920 CUINC YARDS FILL 400 CUBIC YARDS : L 7 ./- A. SHOW OU111" FOOrrpmv. WFASIM THIE LARGEST A' SAM ON C" 0 -W -CE #M SOW Of SITE SIM -1111111111111% LAA,"A0j1MffFAaLM. 8. GRAD" SHOW REPRESENTS THAT E)VW= ROM UPON ASSLA" MASHED FL= E"710M @UI1LDIM E3 6=10 AM UOU CRUM MAY NEED TO BE MODIFOW AS AW OF SUR DIM PENOT SUINIMMAS. C. PER THE GEOfECHIMICAL F1 I Im -1 SON AM EN00*33tS. INC. CSM E;. THE PWIPOSED oE1lELOP1IENT 6 FfAdNKE FROM A GEOTECHIMCAL AIMPOPIT. EM.011AMMMS 01DICAN- IMT TW_ M_ AWAA is COVERED By CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 v -pow IV Il v pm*� TUTTLE ENGINEERING AND MANAGEMENT m P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 TH M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM r 1! CUT = 2.920 CUINC YARDS FILL 400 CUBIC YARDS : L 7 ./- A. SHOW OU111" FOOrrpmv. WFASIM THIE LARGEST A' SAM ON C" 0 -W -CE #M SOW Of SITE SIM -1111111111111% LAA,"A0j1MffFAaLM. 8. GRAD" SHOW REPRESENTS THAT E)VW= ROM UPON ASSLA" MASHED FL= E"710M @UI1LDIM E3 6=10 AM UOU CRUM MAY NEED TO BE MODIFOW AS AW OF SUR DIM PENOT SUINIMMAS. C. PER THE GEOfECHIMICAL F1 I Im -1 SON AM EN00*33tS. INC. CSM E;. THE PWIPOSED oE1lELOP1IENT 6 FfAdNKE FROM A GEOTECHIMCAL AIMPOPIT. EM.011AMMMS 01DICAN- IMT TW_ M_ AWAA is COVERED By CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 v -pow IV Il v pm*� FLI WHICH IS tX�WXM BY COMIPEI NATM SOILS. DUE TO THE MATURE OF THE F11., OBJEWS THE RISK OF FIXESSNE FOLOMTON SETTLBdW IS TW HIM IF M @UAJ)W LOAD IS IFOLOMED ON THE FVmL ONE, Shm mt •— � W ►0 LAAMMMMAL, SPREAD FOO h.PENETRATE 7HE DWOM FtL AND K FOLMO ON 7HIE MANNE DDISE SAM. AS AN ALWAIWAC KALDW LOAD CAIN K• IED ON GRADE BEAMS AND SM41 064&10 PPE PM (PON PNM). DEMLS OF S&EE I ARE PFAMENIED IN TMR REPORT DAM OCTOM 14. 2011. D. ACCORDNIQ 70 P*AE 4 OF 7HE SAEE 11111MM, EXIST04C FXL MUST K AND 111MACE1 WffH SMCTURAL FILL OR @UNJ)M LOAD IS TO K SUPPOIIINVED • GRADE KAM AND PON PI1LES. A. COMM%= ROCK RIETAO" WAII I PM10. S. FOASHIED WALL HEMPM ANOW FOUR FEET WLL K By A ONAL F- a wr M UCENGED IN THE STATE Of• SCALE: DAM: yaw"m9/02/2015 1 2P =20' ZKAU`�EN 5 LOT SHOO PLAT CITY OF LLD) DD Ffrumbm: TAL"OT mno"U i#A PAGE: RENTON 0111111AW" NO: ONE INCH AT FULL W1111LE MAMN`� PLAN C-7 IF NOT OW NCH Planning/Building/Public Works Dept. WE U" SCALE ACCOVAMMY salter. OF: 7 13 L) A —IN N NINIAIA qij SURYEYED: AXIS zi m DESIGNED: T. HOHMANN TH 8/2015 JRT TH 6/2015 JRT DRA": T. HOHMANN SO 11/2014 JRT CHECKED: J. TUTTLE BY DATE APPR m"my": J. TUTTLE FLI WHICH IS tX�WXM BY COMIPEI NATM SOILS. DUE TO THE MATURE OF THE F11., OBJEWS THE RISK OF FIXESSNE FOLOMTON SETTLBdW IS TW HIM IF M @UAJ)W LOAD IS IFOLOMED ON THE FVmL ONE, Shm mt •— � W ►0 LAAMMMMAL, SPREAD FOO h.PENETRATE 7HE DWOM FtL AND K FOLMO ON 7HIE MANNE DDISE SAM. AS AN ALWAIWAC KALDW LOAD CAIN K• IED ON GRADE BEAMS AND SM41 064&10 PPE PM (PON PNM). DEMLS OF S&EE I ARE PFAMENIED IN TMR REPORT DAM OCTOM 14. 2011. D. ACCORDNIQ 70 P*AE 4 OF 7HE SAEE 11111MM, EXIST04C FXL MUST K AND 111MACE1 WffH SMCTURAL FILL OR @UNJ)M LOAD IS TO K SUPPOIIINVED • GRADE KAM AND PON PI1LES. A. COMM%= ROCK RIETAO" WAII I PM10. S. FOASHIED WALL HEMPM ANOW FOUR FEET WLL K By A ONAL F- a wr M UCENGED IN THE STATE Of• SCALE: DAM: yaw"m9/02/2015 1 2P =20' ZKAU`�EN 5 LOT SHOO PLAT CITY OF LLD) DD Ffrumbm: TAL"OT mno"U i#A PAGE: RENTON 0111111AW" NO: ONE INCH AT FULL W1111LE MAMN`� PLAN C-7 IF NOT OW NCH Planning/Building/Public Works Dept. WE U" SCALE ACCOVAMMY salter. OF: 7 13 L) A —IN N NINIAIA qij 3! C zi m C C31 RD z ., r C09 m z m m > a m >1 :E z G z c 3 Im m m C:�l aq ■ ., r C09 W ■ W I 6' 1.11:" 13 DIV_, 0.0.0 1 • -WWI LLJ < z 15) LLJ LAII .30 (D qn,:� AIL t no -I W 3 a A _V 39 1• 71, �A R A low L re 11A M TT T 3 3 1' 2 2:0, 3 A Ah• ellif:v• 217A 2 47 "J #)KX 1 3 7r -�4 • 36 i a *is a so r vy 139 a V W V W, 3 3* 0 3 0 • 31 1 21 47,31110-- 31 is it All 0 Ilk V LL_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY.. J DATE. 17 BY OWN DATE. BY: DATE: BY: DATE - X i y 5/8" `.`XPANSIGN JOINTP. }------------------------ ................................ `SEE ST" PLAN o" 13' 1" 4 C EM E INT ON VARz�:-S 14' MIN. "SEE (,ONTRA,:-J"� -- � P I ------------------- ............................... ------------------------------ 9z[)'f`.WAz_K UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM VAkJES VARIES VARIES - 14' MIN. L . .............. .............. ('R;\,IVWAY ENTRANCE 2'6" :o 0 1 ?W' to 0 'SONIRACT) VARIES 6" to 0 DiFFER STRzP lo - T- -------- L - ---, SECTION t F CEMENT CONCRETE DRIVEWAY ENTRANCE TYPP'.;S 1., 2, 3, & 4 Sheet: 5 OF 6 ADOPTED CITY OF RENTON STANDARD PUNS Ls DATE: 04.1/04, 0 ...... . ....................... 1 AMSSCOOMNS PER MY AEVIft 00011180TS — AUG. 3, 2015 NO. REVISION 1 , , '2"X.4" zFXPANSION %4A`EI'-',tAz_ 1/4"R AT 'ON TS,, SCORE :..:ENE., TO BE. RAD;AL - - - ------ A 2"X4" EXPANSION tviAJEAL AT JOINTS .1 '-')F S�z[)EWALX 11,12;-X4" EXPANSION MATERIAL 9 J E .......... F. V-1, CONC. :,`URE AND G1 F T'; R 1/4"R AT JOINTS A Ek, :)N I/2"Xt;" EXPANS110 MA TIER:AL CU'RE, RETURN' ONLY 1 /4" IFT L C'P. 4.. I/ 12 R PAVEMENT AS PER PLANS L/ 4' AVEMENT AS FIEF PLANS PARKWAY CE STANDARD M. CONCC. CONC. r1URB ANC} C(JI.,B AzNi) G(JT:_!__R I. U -r 'LR _TION . . ........... ............ I .................... SEE SHE..E.T 2.5.1 �rq,, RC; ADWA'�' [)EV"OPM1,1ENT ,,rAN" ARDS 1. 1. - . ; . K.L �.� .. 1> : D '�;ENERA� I N 7:�: DUMMY IMMY j0ONTS SHALI BE, PLACED NCT TO EXCEED 15 C;-- NOR LESS THAN 1V C/C. THEy S -HALL N07 BE LESS THAN 31/163- :N THICK.V-SIS AND SHALL BE EXTENDED 2" BELOTHE GETTER LNE,�OzANT�, SHA11/2- i EC TED AL: . i-- �`ACF(; AT A;: COLD :NIS AS N E TED PY ENG:Nf.�R AND SHALL EXTEND 1" liELUW CONCRETE - HE SI[*.WA:K 1 T' AND GUTIEF, THE SHNA 7, , .. BE PzA(,'E:) .AGAINST 1K ;FF3 BE A, z j-04NT1/2"Y 5" EXPANS:ON V.ATERzA;. SHALL BE PLACED FROM P,C.'S T ;71 T' AT ALL R T:;RNS to _$ RE. 1/'2-)(4- EXPANS:0.N MATERIAL SHALL BE PLACED At' EVERY FOURTH SIDEWALK PANEL. 7 TE t I 1 11. - .HE. CC.,NCRE-* MIX FOR SiDEWALKS SHAL.:_ ',(NF-nRL4 T0 THE RZQUIR'EMENTS OF' Ct A5S `3 (3/4"', WOH AER ENTRAJNNMENT. THE CONCRETE L SHALL HAVE A BROOM FtNiSH WITH ALL EDGES !HAVING A 2 112" 1*00ILED FINISH Su8CAADE. COMPACTION SIALI. 5EE 90% (VCJI)IFIEPROCTOR). 43 BAR EACH GORNEF ?13 BAR EACH SIDE FRAME AND VANED MATE 30 < 6* OR 12' ONE #3 BAR HOOP FOR 6'HEIGHT TWO #3 BAR HOOPS FOR 12* HEIGHT RECTAMULAR ADJUSTMENT SECTION I,- - 43 BAR EACH CORNER 18' MIN 43 BAR HOOP PRECAST SAM SECTION TYPICAL SIDEWALK ADOPTED CRY OF RENTON STANDARD PLANS O LST DATE: 04/04 DWG. NAIME: F007 SP PAGE': F007 PIPE ALLOWANCES SEE N01 E 2 .. . ... . ... — --------- --------- I REIWORCIEED OR 12* PLAIN CONCRETE ------------ - - z ALL METAL PIPE ........... ---------------------- ----- --------------------------------- -------------------------------- CPSsP* M (STD. SPEC. 9-05.20) . ................ . ......... r SOLID WALL PVC . . . . . . . . . . . . . . 0. 15, .......... ................... .......... ............... .......... ...... .............................. CORRUGATED POLYETHYLENE STORM SEWER PIPE CEMENT CONCRETE . . .......... CURB AND GUTTER PLAN VIEW �Y- ........... . .................... ............. .................... ............ . ....... ...................... ..................... ..................... ........... . ...... \ ........... T ................ .............. .......... ............. F;R STRIP SE'zi NOT I F EW* . .... CURB & GL,;7-- -SEE NOTE 3) I. ........................................ y ..... BID ITEV ................. ............................... .................................................. ... DR:VEVVA�ENTRANCE SIDE SLOPE (T(P., UM L N, R L I QRh&WAy_. 11 -qiQL I LN R NO T TO SCAT.;;". RIVV WA'T 1/2" R 'TPF, DPRE ED ESS RS & GTTFR .............. 2i . ----- -------------------------------------------- NOTE' 3) ...... 3,'8" EXPANSION JOINT ;TYP.) � .. (SEE 'STI). PLAN F-3' SECTIO -N UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM VAkJES VARIES VARIES - 14' MIN. L . .............. .............. ('R;\,IVWAY ENTRANCE 2'6" :o 0 1 ?W' to 0 'SONIRACT) VARIES 6" to 0 DiFFER STRzP lo - T- -------- L - ---, SECTION t F CEMENT CONCRETE DRIVEWAY ENTRANCE TYPP'.;S 1., 2, 3, & 4 Sheet: 5 OF 6 ADOPTED CITY OF RENTON STANDARD PUNS Ls DATE: 04.1/04, 0 ...... . ....................... 1 AMSSCOOMNS PER MY AEVIft 00011180TS — AUG. 3, 2015 NO. REVISION 1 , , '2"X.4" zFXPANSION %4A`EI'-',tAz_ 1/4"R AT 'ON TS,, SCORE :..:ENE., TO BE. RAD;AL - - - ------ A 2"X4" EXPANSION tviAJEAL AT JOINTS .1 '-')F S�z[)EWALX 11,12;-X4" EXPANSION MATERIAL 9 J E .......... F. V-1, CONC. :,`URE AND G1 F T'; R 1/4"R AT JOINTS A Ek, :)N I/2"Xt;" EXPANS110 MA TIER:AL CU'RE, RETURN' ONLY 1 /4" IFT L C'P. 4.. I/ 12 R PAVEMENT AS PER PLANS L/ 4' AVEMENT AS FIEF PLANS PARKWAY CE STANDARD M. CONCC. CONC. r1URB ANC} C(JI.,B AzNi) G(JT:_!__R I. U -r 'LR _TION . . ........... ............ I .................... SEE SHE..E.T 2.5.1 �rq,, RC; ADWA'�' [)EV"OPM1,1ENT ,,rAN" ARDS 1. 1. - . ; . K.L �.� .. 1> : D '�;ENERA� I N 7:�: DUMMY IMMY j0ONTS SHALI BE, PLACED NCT TO EXCEED 15 C;-- NOR LESS THAN 1V C/C. THEy S -HALL N07 BE LESS THAN 31/163- :N THICK.V-SIS AND SHALL BE EXTENDED 2" BELOTHE GETTER LNE,�OzANT�, SHA11/2- i EC TED AL: . i-- �`ACF(; AT A;: COLD :NIS AS N E TED PY ENG:Nf.�R AND SHALL EXTEND 1" liELUW CONCRETE - HE SI[*.WA:K 1 T' AND GUTIEF, THE SHNA 7, , .. BE PzA(,'E:) .AGAINST 1K ;FF3 BE A, z j-04NT1/2"Y 5" EXPANS:ON V.ATERzA;. SHALL BE PLACED FROM P,C.'S T ;71 T' AT ALL R T:;RNS to _$ RE. 1/'2-)(4- EXPANS:0.N MATERIAL SHALL BE PLACED At' EVERY FOURTH SIDEWALK PANEL. 7 TE t I 1 11. - .HE. CC.,NCRE-* MIX FOR SiDEWALKS SHAL.:_ ',(NF-nRL4 T0 THE RZQUIR'EMENTS OF' Ct A5S `3 (3/4"', WOH AER ENTRAJNNMENT. THE CONCRETE L SHALL HAVE A BROOM FtNiSH WITH ALL EDGES !HAVING A 2 112" 1*00ILED FINISH Su8CAADE. COMPACTION SIALI. 5EE 90% (VCJI)IFIEPROCTOR). 43 BAR EACH GORNEF ?13 BAR EACH SIDE FRAME AND VANED MATE 30 < 6* OR 12' ONE #3 BAR HOOP FOR 6'HEIGHT TWO #3 BAR HOOPS FOR 12* HEIGHT RECTAMULAR ADJUSTMENT SECTION I,- - 43 BAR EACH CORNER 18' MIN 43 BAR HOOP PRECAST SAM SECTION TYPICAL SIDEWALK ADOPTED CRY OF RENTON STANDARD PLANS O LST DATE: 04/04 DWG. NAIME: F007 SP PAGE': F007 PIPE ALLOWANCES NOTlS 1 As acceptable allerrmlivos to the rebw show in the PRECAST SAM SWTM, fibers (pbood according to the Stimiridwd Specdcadons), or wire mesh hrAV a ffvrwvwm am of 0.12 square inches per W twill be used YAW the "*wnum wWkW mbar show in the ALT11111HATIVE PNEC"T SASE SECTION. Wire mesh " not be placed in the knockouts. 2. The knockout diarrwter shat not be grsaNr Utsr► 20". Knodkot�ts shat have a wag thickness of minimum Wo 2.5' maximum. Provide a 1.5* minitnum 9W bob~ the knockout wall and the outride of On pipe. After the pipe is installed, N the gap with prit mortar in accordance with &wxiafd Specif�atiori 9-U.3. 3. The maximum depth from the finW*d grade to the lowest pipe invert shag be 5'. 4. The frame and grate must be installed with the longs down. 5. The Precast Bass Section may have a rounded floor, and the waft may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. AN pickup holes shall be grouted full ~ IM basin has been placed. 8. AN grade rings and caislingis shell be set in mortar in accordance vAth Standard Specfficalion 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST SA" WCTIION SM. PLN 200.00 PUBLIC WORKS CATCH WASM TYPE I DEPARTMENT MARCH 2008 SURVEYED: AXIS DESMED: S. BEIER DRAW: S. BEIER TH 8/2015 ,RT cwocm: J.TUTTLE BY DATE APPR APPIwvm: J. TUTTLE r1,*FNff:NT CONCRETE SHDIE WALK DRIVEWAY ENTRANCE SIDE SLOPE (7 Yp. D E' RIVE*WAY [)FPRESSED CEIMENT CONCREIE T CURB �,7 . : L. CURB & GUT EE?G U IT E R (SFE NOTE 3) 01 4 VV T �(P P [: St:-JEL_l 6 L P' V.. ENT CONCRETF UIRB &. G:UT::1_"R SEE NOTE 31) E CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 2 of 6 ADOPTED CITY OF RENTON + ,J STANDARD PLAINS IN IV LST DATE: 04/04 DWG'. NAME: F004 . ..... 1 P PAGE'*: F004.1t SEE NOTE 2 SEE N01 E 2 .. . ... . ... — --------- --------- I REIWORCIEED OR 12* PLAIN CONCRETE ------------ - - z ALL METAL PIPE 15" ---------------------- ----- --------------------------------- -------------------------------- CPSsP* M (STD. SPEC. 9-05.20) . ................ . ......... r SOLID WALL PVC (STD. SPEC. 9-05.12(1)) ... .... ......... .. .. PROFILE WALL PVC 15, (STD. SPEC. 9-05.112(2)) ........................ .......... . .............................. CORRUGATED POLYETHYLENE STORM SEWER PIPE CEMENT CONCRETE NOTlS 1 As acceptable allerrmlivos to the rebw show in the PRECAST SAM SWTM, fibers (pbood according to the Stimiridwd Specdcadons), or wire mesh hrAV a ffvrwvwm am of 0.12 square inches per W twill be used YAW the "*wnum wWkW mbar show in the ALT11111HATIVE PNEC"T SASE SECTION. Wire mesh " not be placed in the knockouts. 2. The knockout diarrwter shat not be grsaNr Utsr► 20". Knodkot�ts shat have a wag thickness of minimum Wo 2.5' maximum. Provide a 1.5* minitnum 9W bob~ the knockout wall and the outride of On pipe. After the pipe is installed, N the gap with prit mortar in accordance with &wxiafd Specif�atiori 9-U.3. 3. The maximum depth from the finW*d grade to the lowest pipe invert shag be 5'. 4. The frame and grate must be installed with the longs down. 5. The Precast Bass Section may have a rounded floor, and the waft may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. AN pickup holes shall be grouted full ~ IM basin has been placed. 8. AN grade rings and caislingis shell be set in mortar in accordance vAth Standard Specfficalion 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST SA" WCTIION SM. PLN 200.00 PUBLIC WORKS CATCH WASM TYPE I DEPARTMENT MARCH 2008 SURVEYED: AXIS DESMED: S. BEIER DRAW: S. BEIER TH 8/2015 ,RT cwocm: J.TUTTLE BY DATE APPR APPIwvm: J. TUTTLE r1,*FNff:NT CONCRETE SHDIE WALK DRIVEWAY ENTRANCE SIDE SLOPE (7 Yp. D E' RIVE*WAY [)FPRESSED CEIMENT CONCREIE T CURB �,7 . : L. CURB & GUT EE?G U IT E R (SFE NOTE 3) 01 4 VV T �(P P [: St:-JEL_l 6 L P' V.. ENT CONCRETF UIRB &. G:UT::1_"R SEE NOTE 31) E CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 Sheet 2 of 6 ADOPTED CITY OF RENTON + ,J STANDARD PLAINS IN IV LST DATE: 04/04 DWG'. NAME: F004 . ..... 1 P PAGE'*: F004.1t SEE NOTE 2 SEE N01 E 2 o > °gym 7 4 z 2' 0 C rn M z z M LL 1 > z J1 j 3/8- PREMOLDED JOINT FILLER (TYP) CEMENT CONCRETE . . .......... CURB AND GUTTER PLAN VIEW CENTERLINE OF FACE OF FRAME A MATE CU" 5/2°' 113" R MATCH R, ROADWAY SLOPE �" REC"s R FRAME AND GRATE - NOT INCLUDED IN CURB AND GUTTER W ITEM TOP OF ROADWAY ADJUSTMENT SECTION - NOT INCLUDED IN CURB AND GUTTER WO ITEM CATCH BASIN - NOT 04CLUDED IN CUFA AND GUTTER BID ITEM ................ ...... ... .... . .......... SECTION GIENERAL NOTES: 1, The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb, 2, The expansion joints of the 55 adjacent sidewalk shall be a*Wed to be in line With these curb expansion joints. IS09kT'kiC VIEW I= C� am. PLAN — 101.1 PUBLIC WORKS Ma71111 &AT*" AT D: DEPARTMENT CJLTON 9 I 0AI SCALE: %VMCAL- mawn MM� T SHOR"T " LAT 9/02/2015 3 1901 0 NO SCALE E N 5 LLr� CITY O f SAL R Q-:-") COT FRI 0 A [ 0 FeLlow: PAW_ ONE INCH-- � Ito: 001011" NO: AT FULL SCALE! MWE"EUT NOTES AND DETAU C-8 M 0 IF NOW IKH Planning/Building/Public Works Dept. rLAT MPH M 9TJ SCALE ACCOMMOLY OR 8 13 C Al— NIN N NIAIA 1IR - 13 > o > °gym 7 4 z S2 C rn M z z M M 9 1 > -n 0 0 CD 0 = z 73 M CJ 73 • 4 C4 z z En 0 4 > > 7 C) M CD z z J1 j Q ON CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) , X <I HANDHOLD < X z RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION 10 ........... GROUIT, TYPICAL (SEE NOTE 5) Z I . W - FLAT SLAB TOP .0 48'. 64', 60', 72'. WOR 96'_ MORTAR (TYP.) STEPS OR LADDER OMSK c oT MORTAR FILLET REINFORCING STEEL (TYP.) C,4: G WE 1. SAC,;1 -1. FOR PIPE- ZONE BEDDING MMM9 SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER "0^ RING T, GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST NOT" 1. No steps are required when height is 4 o less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed vil the flange down. The frame may be cast into the adiustrrierlit section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All d i i d t h II b t i t In dance ith PIPE CATCH BASIN DIMENSIONS CATCH CATCH BASIN MAXIMUM i MINIMUM I BASE REINFORCING STEEL BASIN WALL BASE :KNOCKOUT; DISTANCE iri IN EACH DIRECTION DIAMETER THICKNESS THICKNESS SIZE BETWEEN KNOCKOUTS 'SEPARATE BASF I INTEGRAL BASE ... 48" ................ ........................................... 4 ....................... 6" 36' .......... 4 8. .......... 0.23 0.15 54- 4.5" 81 421 t 0.19 0.19 60" 5" 8. 48' 8. t 0.25 0.25 7-2- 6" 8. i 12' 0.35 0.24 114' 8* 12' 72* 12" z 0.39 0.29 96 8* 12" 54" 12' -------------------- 0.39 ----------- -- - ---------- 029 NOT" 1. No steps are required when height is 4 o less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed vil the flange down. The frame may be cast into the adiustrrierlit section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All d i i d t h II b t i t In dance ith - gra e rings, risers, an cas Ings s a s 6 Corrugated Polyelirtylene Seam Sewer Pipe (Std. Spec. 9-0520) Standard Specification 9-04-3. C�) (Std. Spec. 9-05.12(1)) (Std. Spec. "5.12(2)) STD. PLAN 201 .00 + PUBLIC' WORKS CATCH SAWN TYPE 2 DEPARTMENT MARCH 2008 + 01� .............. 112- [13MMI LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 2:3 1:16" (586mm) DIA B.C. 0 all, RENTON AHEAD OF THE CURVE waft 7ft D R ,TN (1) 1' (25mri) DIA PICKHOLE 0 I IW[32mml LETTERING PLAIN VNW 25" DIA. - ---------------------- 1635airril 125mm] 3/4' 8 3 2 1/2' .4" . ......... (222mm) 164mm) TYP COW= 915CTWN VIEW 261/2"DIA (673mm) 25 V4" DIA F_ (27mni) 1/4'(6mm) DIA NEOPRENE GASKET I 6. LI 152mml 518" 23 3r8" DIA CIL OPEN (16mm) 494mml 27 5/16' DIA (694mm) 341: :8* DIA - ------ [867mm) VIEW (3) OLT SOC. (ALLEN HEAD) -11 x 1.5 SS WASHER EON BOLT"" IWTAIL 1 1/16" !27rnmI 141' (R3mirril GASKET 6411100W NOTML NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAIN IRON WORKS INC. No. 3717CI OR APPROVED EQUAL. SM. PIM W4.50 STORl ROUND FRAME AND COVER PUBLIC' WORKS + I DEPARTMENT MARCH 2008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE- a BY: DATE: B DATE- j BY: DATE: CLEAN "FACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT, rHE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION, FRAME AND VAUM MATE BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE Vli APWA STANDARD SPECIFICATION 7.05.3. 2� SHIMS SHALL NOT BE USED TO SETFRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONT INUOILIS 1. AYE: R (.')I:: MORTAR SHAI. L BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMEN IT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR /12' BOND, S. ADJU ST MEN I <A: GTI ON '.-*;H At. L 11 E GR 0011 D till ER T I'1*0 'I'HE (30`11 OM AREA OF T HE ADJ LIST ME NT SEG I ION WI I H NON SM R INK G R Ot.) I I;i. (3ROtJIIN(�Ol--fWEENAI),JtJSIMEN'FsEc,rk3NSHAA.I..BUWA[1:.I1I*1(;l•1-1, 7. T!, 3 FOR 6)RO( J T IS TO BE NON -SHRINKTYPE GROUT MEETING THE REQUIRE ME IN _'� 01" AS I M 157 PER APWA 8'1 ANDARD SPLCIFICA FION 9- 20,, MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVF STRFN(,)TI I SHAIJ. RF 4,000 PS1 AT 7 DAY PFR APWA STANDARI-..1 ' SMEGIFICA110N 920,3 `K /1-IFTING HOLFS ARFTO [IF <3RO0TFDWATFR TIC11.11'. 8. PIG PUBLIC WORKS CATCH BASIN INSTALLATION L STD. PLAN 202,00 DEPARTMENT MARCH 2008 #6 BARS 7- SPACING 20" x 24" PIPE ALLOWANCES W (see note 4) CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN diam. 12 ALL < 6' OR 12' PROFILE ............ CONCRETEI CPSSP WALL i WALL, iDIAMETER t METAL Pvc PVC's' 48" 24" 30- 24' 2r 30" ............... ....... .. . .................... ....... . ...... ................... .............. . .. t 2 112" MAX. 36 30- t 27• 36" 60, 36- ... 4T i ....... 36' ------- - -------------- 42* 72" 42" 54- 42- 36^ 48* ................ 84" .............. 54" ........................................... W 54" 36 ........... 418' 96 2" (TYP.) 7r W" W 48* - gra e rings, risers, an cas Ings s a s 6 Corrugated Polyelirtylene Seam Sewer Pipe (Std. Spec. 9-0520) Standard Specification 9-04-3. C�) (Std. Spec. 9-05.12(1)) (Std. Spec. "5.12(2)) STD. PLAN 201 .00 + PUBLIC' WORKS CATCH SAWN TYPE 2 DEPARTMENT MARCH 2008 + 01� .............. 112- [13MMI LETTERING BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 2:3 1:16" (586mm) DIA B.C. 0 all, RENTON AHEAD OF THE CURVE waft 7ft D R ,TN (1) 1' (25mri) DIA PICKHOLE 0 I IW[32mml LETTERING PLAIN VNW 25" DIA. - ---------------------- 1635airril 125mm] 3/4' 8 3 2 1/2' .4" . ......... (222mm) 164mm) TYP COW= 915CTWN VIEW 261/2"DIA (673mm) 25 V4" DIA F_ (27mni) 1/4'(6mm) DIA NEOPRENE GASKET I 6. LI 152mml 518" 23 3r8" DIA CIL OPEN (16mm) 494mml 27 5/16' DIA (694mm) 341: :8* DIA - ------ [867mm) VIEW (3) OLT SOC. (ALLEN HEAD) -11 x 1.5 SS WASHER EON BOLT"" IWTAIL 1 1/16" !27rnmI 141' (R3mirril GASKET 6411100W NOTML NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAIN IRON WORKS INC. No. 3717CI OR APPROVED EQUAL. SM. PIM W4.50 STORl ROUND FRAME AND COVER PUBLIC' WORKS + I DEPARTMENT MARCH 2008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE- a BY: DATE: B DATE- j BY: DATE: CLEAN "FACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT, rHE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION, FRAME AND VAUM MATE BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE Vli APWA STANDARD SPECIFICATION 7.05.3. 2� SHIMS SHALL NOT BE USED TO SETFRAME TO GRADE, THE USE OF SHIMS IS PROHIBITED. 3. A CONT INUOILIS 1. AYE: R (.')I:: MORTAR SHAI. L BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMEN IT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR /12' BOND, S. ADJU ST MEN I <A: GTI ON '.-*;H At. L 11 E GR 0011 D till ER T I'1*0 'I'HE (30`11 OM AREA OF T HE ADJ LIST ME NT SEG I ION WI I H NON SM R INK G R Ot.) I I;i. (3ROtJIIN(�Ol--fWEENAI),JtJSIMEN'FsEc,rk3NSHAA.I..BUWA[1:.I1I*1(;l•1-1, 7. T!, 3 FOR 6)RO( J T IS TO BE NON -SHRINKTYPE GROUT MEETING THE REQUIRE ME IN _'� 01" AS I M 157 PER APWA 8'1 ANDARD SPLCIFICA FION 9- 20,, MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVF STRFN(,)TI I SHAIJ. RF 4,000 PS1 AT 7 DAY PFR APWA STANDARI-..1 ' SMEGIFICA110N 920,3 `K /1-IFTING HOLFS ARFTO [IF <3RO0TFDWATFR TIC11.11'. 8. PIG PUBLIC WORKS CATCH BASIN INSTALLATION L STD. PLAN 202,00 DEPARTMENT MARCH 2008 #6 BARS 7- SPACING 20" x 24" 34" 24" DIAM., 48" DIAM. W (see note 4) OR 54" DIAM. HOLE of P4* ZW* 2" (TYP.) diam. 12 12t.......... 4 1" MIN. < 6' OR 12' �2112"MAX. ............ W or W FLAT SLAB TOP .. span / 3 for Illex"1111 (we X t Z > #5 BARS 46" SPACING 1 ONE #3 BAR HOOP FOR 6- SONE #3 BAR HOOP 4 TWO #3 BAR HOOPS FOR 12-<"" X , <1 24" DIAM., 48" DIAM - OR 54" DIAM. HOLE 2 TYP:)- TVVICAL ORIMTATfIQN 41"MIN. F111111111111 ACICIIIIIS Ater S'1tMi 2 112" MAX. fourodallion 7r, FLAT SL" TOP minimum area of 0.12 square inches per foot may be used kli /* 24" MIN. for adjustment sections. #4 BARS @ 6 SPACING for pipe bedding --foundations when specified • A = 4' min. 27' I.D. andurWer r 6' mut.. over 2I.D. A. Metal and Concrete Pipe ............................................................................. 20" x 24" OR J pan 4 11 i - 3' max 24" DIAM. HOLE < . ............ . ............. .......... 2" (TYP.) z 48" MIN. ------- 011 1"MIN. 2 1/2' MAX. OCCO1t1Tuw COME SECTION W, 54**, or W FLAT SL" TW 12" MIN. -II - ------------------------- T STEP SM. PI" 204.60 z AL MOCUL DIETAIALS FOR WORKS 1 OUS + ----------- +: PUBLIC Nei Ak MkAA ------- ----------------- DEPARTMENT MARCH 2008 UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 2 REVISKM PER MY KVION COWADITS -AUG.3, 2015 1 W1111111INEWNWOOM PER MY MEW COMMOM -OGT. 14s, 2014 NO. REVISION NOT" This frame is designed to accornmodalle 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 241/4 a 518" - 11 NC x 2* aim head cap screw. Location of bolt down holes varies among diftrent manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional ................................. ........ ............................... ................................ .................. requirements. ................................ ................................................................................................ . ... . . SECTIONr, Yff'_ RECESSED ALLEN HEAD CAP SCRI I 7/8" 1/8" &/8" - 11 NC x 2" 3/4" GRATIF R - --- ....-- 1 5/8. - -- --------- FRA....... 7 777, A. . ................ ............ SWTWN MOLT41IIIIII11li1I SEE NOTE 2 SM. PUN 2".00 PUBLIC WORKS AlIECTANG4,11141i FRAAW + DEPARTMENT . ..... MARCH 2008 34" O.D. limits of pipe W (see note 4) 00 compaction 3- M 3' max.limill of P4* ZW* < r diam. 12 102" to 180" < 6' OR 12' "WMO" 18' to 3W 12" 43* to 142' span / 3 for Illex"1111 (we > W Z > pipe 6) ONE #3 BAR HOOP FOR 6- SONE #3 BAR HOOP 4 TWO #3 BAR HOOPS FOR 12-<"" A C111111CULAR ADJUSTME1iT SECTION FAICTAMS&LAIR AMIJUISTMINNIT SOCT90N O.D. 1.0 As an acceptable alternative to rebar, wire mesh having a fourodallion minimum area of 0.12 square inches per foot may be used kli /* for adjustment sections. for pipe bedding --foundations when specified • A = 4' min. 27' I.D. andurWer SM. PI" 204.60 z AL MOCUL DIETAIALS FOR WORKS 1 OUS + ----------- +: PUBLIC Nei Ak MkAA ------- ----------------- DEPARTMENT MARCH 2008 UTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM 2 REVISKM PER MY KVION COWADITS -AUG.3, 2015 1 W1111111INEWNWOOM PER MY MEW COMMOM -OGT. 14s, 2014 NO. REVISION NOT" This frame is designed to accornmodalle 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept 241/4 a 518" - 11 NC x 2* aim head cap screw. Location of bolt down holes varies among diftrent manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional ................................. ........ ............................... ................................ .................. requirements. ................................ ................................................................................................ . ... . . SECTIONr, Yff'_ RECESSED ALLEN HEAD CAP SCRI I 7/8" 1/8" &/8" - 11 NC x 2" 3/4" GRATIF R - --- ....-- 1 5/8. - -- --------- FRA....... 7 777, A. . ................ ............ SWTWN MOLT41IIIIII11li1I SEE NOTE 2 SM. PUN 2".00 PUBLIC WORKS AlIECTANG4,11141i FRAAW + DEPARTMENT . ..... MARCH 2008 Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with Tmaximum shall be O.D. until O.D. equals T; at which point 3' shall be used. V-0' for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". Backfill material placed in 0.6 Was Wtws and compacted to 95% maximum density. Method 8 or C compaction (WSDOT/APWA) standard specifications.) P** she O.D. limits of pipe W (see note 4) 00 compaction 3- M 3' max.limill of P4* ZW* 30r to 96" diam. 12 102" to 180" 48' "WMO" 18' to 3W 12" 43* to 142' span / 3 for Illex"1111 (we 48" W Z > pipe 6) A 0.15 O.D. min. O.D. limits orpipe compaction ;L T 0.65 O.D. min. fourodallion kli /* gravel backfill ---gravel backfill for for pipe bedding --foundations when specified • A = 4' min. 27' I.D. andurWer r 6' mut.. over 2I.D. A. Metal and Concrete Pipe ............................................................................. ne"" ftr ""a" pipe pan 4 11 i - 3' max Flexible Pipe NOTES: 1. Provide uniform support under barrels. ------- 011 2. Hand tamp under haunCIM. 3. Compact bedding material to 9596 max. derailly; directly . I / over pipe, hand tamp only. , 1 0.15 nse min. 4. See *Excavation and Preparation of Trench" in sanitaryz_ SOVA" section of the, standard WSWTiAMA limits specillicabons W trench waft W and benching compaction "5 rise min, options. The pipe zons, will be the acktal Inlinch width. The minimum concrete width shah be 1 I.D. = 18'. gravel backfill graval bwArM to, foundations 5. Trench backfill! "I conform to Sackililling Sewer 'or pip bedding when specified Trenches" in the sanitary sewers section of the WSDOTtAPWA standard specillications, except that rocks or lumps larger than I' per foot of pipe diameter S. Pipe - Arch Installation "I not be useld in the backU material. 6. See "Bedding Material for Flexible Pipe- in aggregates section of the WSDOTIAPWA standard specillicallil for the material spedilicaltions. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with Tmaximum shall be O.D. until O.D. equals T; at which point 3' shall be used. V-0' for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". Backfill material placed in 0.6 Was Wtws and compacted to 95% maximum density. Method 8 or C compaction (WSDOT/APWA) standard specifications.) P** she Wn. diet. babo"n bw circularpipe conc., LCPE, CMP 12" to 240 12" 30r to 96" diam. 12 102" to 180" 48' pipe -arch metal only (Span) 18' to 3W 12" 43* to 142' span / 3 148" to 199'" 48" 3". N" M-00 PUBLIC WORKS i PIPE C01WAZT1110IN t + DEPARTMENT ARM 11ALCKPUJL MARCH 2008 SURVEYED: AXIS DES*WM: S. BEIER TH 8/2015 JRT DPAW: S. BEIER SO 10/2014 JRT CHECKED: J. TUTTLE BY DATE APPR J. TITTLE SC&E: NO SCALE I ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY TOP 4' ---- - -------------------------- ---- --------------------------- - 2 ------ ................. - ------------ - - - - ------- - ------ - - ------- - ---- 7 OR 8 EQUAL SPACES _DIRECTION OF FLOW SLOT SEE DETAIL AND NOTE 1 ......... ........... _T .9 ..... ..... "I ... ............. ......... ......... .......... &WTI" Z 314 i 1 114" t.„ ............ - - ------ i 0 < 1111OLT411iIIIIIIIIIIIIII SLW OWML < <i SEE NOTE 1 1 1- Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. MOMlTRriG 2. Refer to Standard Specification 9-05.15(2) for additional requirements. Unless otherwise grates shall standard frame V used w in the travel way, gutter or shoulder. vaned grates " not be located within crossroads. Use vaned grates along rolled curbs. %MD. PIAN W4.20 PUBLIC WORKS DEPARTMENT VA111111111111111111111 ORATE MARCH 2008 Fill PH r1lalf1f IT$ FIGURE 5.4.7.A EXAMPLE SMALL INFILTRATION BASIN 20"x 24" standard 8" PVC elbow short bend catch basin lid with overflow grate 8" PVC pipe 24" dia catch basin lid Ir T I I . 6" ... ... I / M3, NOTE: fill excavation inlet with drain rock oil collection slope 2% = 2' 7 filter fabric sediment collection V 70 =precast catch basin w/o bottom 54" DAWER catch basin with bottom V ".\ 01 6" 7--n- jJ 74 [; C, 7 O's 7 f C4 V 76 o o .01 6 CO 0117V I17 &OVVZ0V7 ................. 1 1/2" to 3" washed X SECTM drain rock NTS 11/9/2009 5-76 CITY OF RENTON Planning/Building/Public Works Dept. 2009 Surface Water Design Manual SKAGEN 5 LOT SHORT PLAT TAL=OT ROAD PLAT qvEiJT NOTES J4ND DETAILS� ti 43718 OWE: 9/02/2015 FVLD@M: PAM: NO: C-9 sww- OF. 9 13 �C��1�1►1�f� UJ :9Z Z Z -4 C J1 Z M Z M M > 8 M im M C, O rn 09 Z O O ti� W Z > 8 M im M LJ C 9 z O F - 0 D cLn�=q � O IZ lO 0 O n0 O �U d VU Y Y a 2 T END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC. 7-02.3(1)) TNiwMOPL"TIC PIPE 4�� y�o CONCRETE PIPE END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC. 7-02.3(1 METAL PIIPE NOTE: 1. The culvert ends shall be beveled to match the embankment or ditch slope and shall not be beveled flatter than 4H:1 V. When slopes are between 4H:1 V and 6H:1 V, shape the slope in the vicintiy of the culvert end to ensure that no part of the culvert protrudes more than 4" above the ground line. 2. Field cutting of culvert ends is permitted when approved by the Engineer. All field -cut culvert pipe shall be treated with treatment as shown in the Standard Specifications or General Special Provisions. I.\.,�.. 4" MAX. ............1.. 4` MAX. '`•- 4' MAX. I PUBLIC titiORK� STD. PUN — 221.00 •< • iEVELED E"D SeCT101i1: DEPARTMENT MARCH 2008 PLACEMENT DETAIL MAXIMUM VOID 15 SQ. IN. GRADE 12" —+- 1 ' M I N 6" ----.— 5' CONCRETE SIDEWALK WALL CAP 1.5% SECTION .. .. ,y.• �., 11 2:1 MAXIMUM SLOPE 6" NATIVE MATERIAL (TYP.) PROVIDE DRAINAGE CONTROL i \\/ / AS REQUIRED BY ENGINEER\\ \//\\ MORTAR TOP LAYER 6�, \\\\//�\ �,,� OF ROCK (TYP.) BATTER 1/4:1 UNLESS \/ OTHERWISE SPECIFIED \%\ 4" OR 6" DRAIN PIPE,-1e00000FABRIC AND GRANULAR � • VC AS BACKFILL (SEE SPECS.) PER Gli)(11'ECHNIt'•AL REPORT, MALLS TO SE FOUNDED ON NON—BIODEGRADABLE / STRUCTURAL F'L FILTER FABRIC T 4" OR 6" DRAIN PIPE .NOTE' PERFORATED PVC AS STEEL HANDRAIL REQUIRED WHEN SHOWN ON THE PLANS. ROCK WALL IS OVER 2 FEET IN HEIGHT MEASURED FROM ORIGINAL WALLS NOT TO EXCEED 4' IN HEIGHT. GROUND. ROCK WALL DETAIL 1 NTS CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 16' F 14' i; NOTE 1: T"I�NCH FOR OACK OF MALL Dill UNED WITH • NON-111*EN CONSTRUCTION GEOPT"EXTiIE FOR UNDERGROUND DAA I11AGE, STANDARD SPECIFICATION 9-33.2(1), TABLE 1 -LOW SU AAAA ILITY, TABLE 1 2 -CLASS A. Ici CONC. TRAFFIC CURB AND GUTTER PER WSDOT STD. 8 I�1ND�C. , 1.5' TYP.I , PLAN F-10.16-00. '' S _�- \_ MOM GRADMIG PER ENOMIEER'S ' Y Y REC01rI QATKIIIIS (3:1 MAX. CUT) r. BACK OF WALK DRAIN SEE NOTE 1. i--1' '• 3/4" MASHED ROCK FILTER FAMIC, SEE MOTE 1 6" PEW. Pic END SECTION B STA 11 +68 TO STA 12+18 STA 13+58 TO STA 14+92 L_ 14' 1 . I; CONIC. TRAFFIC CUM AND GUTTER PER WSDOT STD. LAMM. STRIP � � PLAN F-10.16-00. MAIIIIIAES8•-9'I 5' �► ► �►ran MR" GRAD" PER ENaNEER'S - ��- RECOWA NMTOW (3:1 MAX. FILL) 4" CONC. SWENAL K PER CITY DMIG. F007 DR 6" DRIVEWAY E vinAmIcE PER CITY DMI ANG F004.4. -•.� �6-1 TYP. 2" OF CRU94ED SURFACING TOP COURSE (WENAL.K) c 4" OF CRUSHED SUWAC* G TOP COURSE (DOWWAY) END SECTION A GP*# EL. BONAM TO TO BOTTOM OF STA 12+38 TO STA 13+38 SECTION, AS REQUMED0 Iwo I I 10 fe' 1 � S11111111- N#AM 1.1'-1.5' WIDTH VARIES PER PLANS DITCH 1MIOTH VARIES 0 I c*j I ' SEAL. JOINT I , ISE IMTH M40W I SNtaULDER, � .�- 2!�*= 1' MMI. WIDTH 2" CARING OF ROAD AND RQADMIAY CAM SLOPES VARY, 1; 'S• APPROXUATELY 2%. SEE ROADWAY 2 MAY WITH CL 8 ASPHALT PLAN AND PROFILE SWEET. 3" CL 8 ASPHALT (2 LEFTS) - - 3" CRUSHED Sll1F•ACMlG TOP COURSE FLAT BOTTOM DITCH, 2' MADTH TRANSITION GRADE DITCH 6" CIS SUIWAiCMIIG BASE COURSE SECTIONS AS SITE CONDITIONS INTO GFA0EL. BOIIAOMI TO RAISE SUBG1 TO BOTTOM DICTATE M&SMAUSTIC LAND DISTUAOIANCES. OF It MMY SECTION. ASI QtlME"D, T1PP. NAT'IIME SUIW PER GE RECOIrMiiDATIONS AND FIELD TESTING, TYP. Pte. EX. 8" BeWAT. VAT. PROP. 12" STORM EX. 8" 1.0 7.3' 6.0' 2.1' 10.4' SAM. NOITE: acs AND P411IOPOND UTLI TIES R IN THIS CROSS SECTION DETAIL ARE SHOWN IN AN APPIAQIIMiATE HORIZONTAL AND VERTICAL LOCATION. THE LA-M-11"WPIUM 1111 SHALL USE THE -oCALL F�olt � TALBOT ROAD IMPROVEMENTS SECTION DETAIL 2 ©OPTED SURWY CONTRUL TO INSTALL NEW UTILI'T'IES. SECTION C -C NTS LOOKING UPSTATION TO THE NORTH STA 11+45 TO STA 11+68 STA 14+68 TO STA 14+95 T LITTLE ENGINEERING AND MANAGEMENT1 P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: 1TUTTLE@TUTTLE-TEAM.COM 5 REVI'StONS PER CITY REWEIN COMMENTS — SEP. 29 2015 TH 9/2015 JRT suRvEYED: AXIS 4 RE1AS10N5 PER CITY IBE1r9EAN COriIiEN"f5 - AUG. 3, 2015 TH 8/2015 JILT DEsrU S. BEIER 3 REVISKM POR CITY KVIEW COMMEIIIIIITS - NOV. 13, 2014 SO 11/2014 JRT 2 TY REVW - OCT. 14, 2014 REiI15.0045 PER CICOMMENTS SO 10/2014 JRT' S. BEIER � ,� PIER Cir Raw Cc .NTs —JULY 29, 2014 Se 8/2014 JRT cl cic�: J. TUTTLE NO. REVISION BY DATE APPR APPIwm: J. TUTTLE SCALE: NO SCALE ONE INCH AT FULL WALE IF NOT ONE 1 ACH SCALE 110001 DOMY SECTION ON THR4 SHM. z CRUSHED A= OR NATW hKTONAIL AS REQU � © z z 1 1 1 7F 0 _ i 0 u _ � - - _ _.._ -i•-p' _. •-_�._��. -i --fir--. Ta-�i� _ ', !. y � �,• •• i fir• •� W J* p i TYPICAL UTILITY PIPE TRENCH DETAIL3 NTS TRENCH NOTE &WAVEL BORROW, PER SECTION 9-03.14, PLACED IN LOOSE UFTS NOT ♦t AND COMPACTIED 70 A 10 MUM OF DEIIIIIIIIIIIII1111TY AT ♦ n I ill s I VAMM ]• ]# r • ♦ ]• THE PEON011190 ! i SM SWAILL NOTIMS]#W. N14TWE WAM AAXA"Pmz by THE 21% MAY BE USED Ilei 04 LIM NOT.i+] Yi AND COMPACTED TO OF i, SEE WIGDOT PLAN B-56-20-00 FOR PPE ZONE BEDDING r 1000111111111FILL MQUIIIIIIIIIEM111119M # :i &IN TRENr► SOFT, YIELDIING] D11EC]•BY 7HE1THE CONIVRACiSMALL • • ONE-FOIOT BELOW 3 i i• " ' i r' TO BOTTOMOF S LA 0-100C i r # ©UNDISTURBED ] f O SUWACE 111111111113TOM71ON 94ALL BE IN•• ♦+ • i •• GENM& i GENERAL NOTES 3 • rSHALL COMMOF #ALL noon r ] r ] 1 • OF T1111111011111CH WIITH THE SUMOUND AM rALL SPOIILS "M 7HE SM. =01111111011111110 TO FOL11.0011ING( ` A. 30 OF C! 0 ASPHALT, PER SECTION 5-" OF THE WIIIIIIDOT PLACED AND TE! TO r• i 6. 3" OF CRUSIM TOP COURSE PER SECTION r • *i ]r TO OF r C. GRAIMIEL BORROW PER SECTION 9-03.149 AS TO INE WNWIM, SECWN, COMPACTED TO 9W OF DMI11Y.PLACEri,. LJM NOTs .r EIGHT. aPIPE BMWAND COV0 MATERIAIL SHIALL BE USED 1111100WILL SHALL BE I] rIN ALLr•.UII 0s CNAIIIIIIIIIIIED r r its ( All #40 t a r WITM FMOF ♦ a# ♦i ti i WTE 4) AW SPECIAIL•• i .M1UST FIRSI BE APVqVMM Vf THE .t sw= msoc Asm&T • • • Kyow i.. OF CSS— AND SAND, APIPILIED WffH HEAT. IDDI ALL OT 1 t FOR QR*AL SHALL BE PROCR USM ASTIA •-1367 TES10G. ASPHALT SMALL BE PWXi 4 iUSING STATE• }r s s iOf SM BE DE16111111MIINED USING; MJCLEAft r • . .# QUARRY SPALL PROTECTION DETAIL 4 NTS r • • r11301111010OLIC C11 0r COMPACTED CRUSHED COMPACTED GRANIEL 1111111LENID ASPH&T FLUSH SU 11FACIING 70P COURSE BORROW, DEPTH PROP. CONC. i IIIIIIALK # APPLJED AT ASKIALT MOM EDGE. Of SMEWIM AS PHALT TRANSITION WALKWAY DETAIL NTS NV �r � 43718 ssjo�rnL � y/y�� IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: ? BY: DATE: BY: DATE: BY: DATE: S[�LaGEN 5 LOOT SHOO RT PLAT r► CITY OF TALBOT ROAD MAL RENTON Planning/Building/Public Works Dept.C �) .. r,� . f 4) Too PLAT MPROVEMENT NOTES AND DD ETAU 9/02/2015 C-10 satr- OF - 10 13 .Al NINININJAIA m n M z o G z z C x m Z iT .. I O z M r �y W p m n M 4, rn o TCD z I O O r �y W W Q Z U W D O ry n H d n w Z W J LL Z x� xr z c zC', �7 Jl Im Z m m D W Q Z U W D O ry n H d n w Z W J LL w z U w 0 tY MZ 0 A • s ra` a • i i r r ]! • .. •- -• r -.rr # f is • 1 x a • h• as ]� + r r . • �' « • i r ] f+ • Pi ] t • i « a►. s a i ] -� • r • !r • • - fi.. ! ]r � • 1 r r • • a • • ♦i a • 3 rw, 41FO,07i • a �. �. v Lei ♦• i 3."" •"° • ]'.ice f fr i .�. • r • r • • • i �. r h • .. i 1� «• i / i • ].1" r • ra f• r • • • • • « • a. r ] - aaµ a.T + i f h• r • r Ai 3. r 3 31 t • « ".]" • i hr r f+ i "` i i a3. Ylati+. • 1 ..'`` •+ i ]-. • r a • ]r r ax ]r r • • • ] ar • - i - a a1 • !a 13 • i."" • i • 3. # ar ar • jw.f • _ r + r +- • • -.. a • 1 ]r a# • « i r r 1 • • -• r OR Vlv 3. • r • � r • r 1 ` • • h r r / � r • r a 1 • a f "a •r ♦• i • . # m:'+;" ,fir i 1 • •. • • i 1# ;�, • r ',i f]]r hi .. • • 1. • r a. ♦ r # • a !i • r i h• • ` • a • ! � 3 + r f i ri, i • r a 3 r f >•.�. ] • .. • r ] � • • r r • r a •. ,,. i i t a ♦iv Vi Al • r • 1 i ,. r • r ] • • ]- "• -. ar ! a i r r •" i f . r Ilk f i ar r 1 • ' • ff• ',1 f �1 • r ,1 •v IF • # a ; • r ] 3 $,ME ] e ]]- r "f• a'171 r r r TI v r + + f• ar • r a iUv • 1 a ar r r • � i ! a as r • .Lar r • ♦• + • •a. r r ,r iza h• • • •• �r r `• • ' # • • _ • ' ice- .,as • • a al + ar • ` • • a # r r ]-, !r# !i+ # • i • • r • • # r � ... r r r • # i ', r r ]r `, + ,fir • ar r„ ar h• # • • ra# - �]1 • �] • r a_ ]` i ar fi • 1 • • f `b. a # ] ]/ • ]" ]" fi i r 39 0 17A fr -• it • # i f a # r is. i • • ] ar r 1 s i i a-. fat • fr + • ]r • • # • 1 ! 4111 f �. • a• 1 a • + UTILITY TRENCHES 1. ALL UTILITY ICHES SHALL BE EXCAVATED TO THE HCDIZONTAL LIMITS DEFINED BY THE RIEOUIMREMENTS OF WSDOT SECTION 2-00.4 TO PROP" SUlFFICENT SEPARATION BETWEEN THE UTILITY AND THE TRENCH WALL. TRENCHES SMALL BE EXCAVATED TO THE DEPTH AS RL 11 FOR CAVITY UTILITIES AND SHALL BE EXCAVATED TO ALLOW A MINIMUM OF J• 0404ES OF COVER OVER THE TOP OF THE R�ROPO - WAIEIRLMNES TO THE FINISH GRADE. DEPTH OF UTILITY 11lICHES FOR POOR, TELEPHONE, TELEVISION, AND GAS SHALL CONFORM TO THE TS OF THE SPECIFIC UTILITY COMPANY. 2. 7%E1 ICM BAC1CfMI MATERIAL FOR UTILITIES MANAGED BY THE CITY OF RENTON MALL CONSIST OF COWAC70 GRAVEL BORROW MATERIAL PLACED IN LOOSE LIFTS NOT EXCEED0 G EIGHT INCHES AND COMPACTED 70 A MMNWIUIM OF SM MAXIMUM DENSITY PER ASTM D-1557 TESTOG PAO="ME. THE INITIAL UFT OF GRAVEL 9tDIMROW TRENCH BACKFILL OYU THE UIILITY MALL NOT EXCEED 18 INCHES IN ORDER TO PROTECT THE UTILITY. GRAVEL BORROW 74EINCH BArCMCFILL SMALL BE USED IN ALL WAD404ES UNDER PROPOSED ASPHALT, CONCRETE, CON57MM71ON TRAFFIC AREAS, AND WITHIN FIVE FEET OUTSIDE OF IMPERVIOUS SURFACES. NATIVE MATERIAL MAY BE USED AS TRENCH SA CIEFILL. OUTSIDE THE AWW-USTED LIMITS PROVIDING APPROVAL IS GRANIED BY THE GEOTECHNICAL ENGINEER AND A MINIMUM OF 90% COMPACTION CAN RIE ACHIEVED. WIHEIRE UNSUITASLE COMPACTION OR PLACEbIENT OCCURS IN ?MESE AREAS, THE CONTRACTOR SHALL ARID I111111DI'LACE THE UNSUITABLE MbAIERRAL WITH SUITABLE NATIVE MIAIE"AIAL OR REPLACE I87H COMPACTED GRAVEL. BORROW MOAIMAL AT 140 ADDITIONAL COST TO THE 000R. 3. REFER TO SOOS CRUX WATER AND SEWER DISTRICT UTILITY 7IND404 W. TS FOR NON -CITY MANAGED UTILITY INSTALLATIONS. 4. 04M E)OSTING UTILITIES ARE LOCATED IN AREAS TO BE FILLED FOR OR SRIE GRAVEL FILLS, THE CONTRACTOR SHALL wwqm%IE WITH THE ATE UTILITY COMMPANY FOR ADJUS11MENTS. UNDERGROUND UTILITIES CONSTRUCTION 1. THE CONTRACTOR IS RESPONG9LE FOR COORI MrIATIll WITH THE ENGINEER TO ASSURE ACCURATE AND TIMELY COLLECTION OF ALL REQU0-1-D AS-9UILT DATA. THIS DATA MUST ACCURATELY REFLECT THE LOCATIONS OF ALL UNDE111101111101UND UTILITIES BY DOCUMIENING BOTTOM OF PIPE ELEVATIONS, INVERT ELEVATIONS, MANHOLE LOCATIONS, WATER SERVICE TAPS, BLOW -OFF LOCATIONS, INVERTS OF SER`VICE CONNECTIONS (9071H AT PIPE AND AT PROPERTY LINE), VERTICAL AND HORIZONTAL BENDS, NICE BOXES AND METERS. VALVES AND HYMA/NTS. CALL THE PRMCT ENGINEER AT LEAST 48 -HOURS BEFORE BURYING UNDERGROUND PIPE TIO ASSUME AND FACILITATE REOLNAED AS-9UNLT SURVEY 2. THE CONSTRUCTION OF UNDERRCROUND UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: i. NO MORE THAN 300 FEET OF TRENCH SHALL BE OPENED AT ONE TIME. fl. WM*IRE COMMT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF DITCHES. M. TN NCH DEWAIEIIING; DEVICES SHALL DISCHARGE INTO ANT TRAPS OR SEDIMENT PONDS. Iv. WHERE PRACTICAL, INSTALL GRAVITY POPE UTILITIES PRIOR TO INSTALLATION OF OTHER UTILITIES. 3. UTILITY COMSIRW71ON SMALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND DISTRICT STANDARDS. 4. ALL UTILITY IIIIEINCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN LIFTS NOT TO EXCEED 24 INCHES WITH A HOE PACK COR EIGHT INCHES WITH HAND -OPERATED COMPACTION. 5. OPEN CUTTING OF E)OSING ROADWMAYS IS ONLY ALLOWED AS APPROVED AND NOTED ON THESE AP'P'ROVED PLANS. ANY OPEN CUT SHALL K RESTORED IN WITH THE STANDARD TRENCH DETAIL 6. NO PART OF PROPCO4'!ED WMATER, SANITARY, OR WATER SYSTEMS MAY BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS SEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY AND/OR DISINCT MPECTCOR. 1. THE CONTRACTOR SHALL CLEAR AND GRUB THOSE AREAS SHOIMN ON THE PLANS AND SHALL REMOVE AND DOSE OF ALL BU 11 NNIS AND FOU NDATIOMS, SVUCTURES, M4CES, AND ALL OTHER O©S INUCTIONS THAT LIE WHOLLY OR PARTIALLY WITHIN THE PROJECT LIMITS. 2. THE CONTRACTOR SHAM. EXCAVATE AND GRADE TO THE ALIt#11NMEINT, GRADE AND CROSS -SEC MONS S"HOWMN IN THE PLANS OR ESTA BY THE ENGINEER. 3. THE CONTRACTOR SHALL REMOVE AND REPLACE ALL EXMI1MG UWXWAC7ED OR POORLY COMPACTED FILL SOILS WITHIN THE ROAD PRISM MM AT THE DIRECTION OF THE CITY'S FIELD IREPRESERNTATIVE OR PRO,ECT E11104". 4. UNSUITABLE MATERIAL FOUND AND NOT FIT FOR USE AS A SUDG RADE SHALL BE EXCAVATED TO THE BOUNDARIES IES SET BY THE CE07EC HN CAL EN004M AND REPLACED WITH A SU ITAtLE BACKFILL MATERIAL. 5. MAXIMUM DENSITY AND OPTIMUM MOISTURE FOR GRANULAR MATERIALS WILL BE DETEWMRNED USING THE ASTM D-1557 TEST METHOD. 6. THE CONTRACTOR IS REQUIRED TO HAVE THE SUBGRADE VERIFIED IN WRITING PRIOR TO PAVING. MATERIALS 1. GRAVEL BORROW AND CRUSHED SURFACING MATERIAL GRADATIONS SHALL MEET WSDOT STANDARD SPECIFICATIONS. ALL GRAVEL AND CRUSHED SURFACING MATERIAL IMPORTED TO THE SITE SHALL HAVE A CONSISTENT GRADATION. 2. GRAVEL BORROW AND CRUSHED SURFACING SHALL BE COMPACTED TO A MINIMUM 9519 OF MAXIMUM DRY DENSITY. 3. THE GRADED AND COMPACTED SURFACE OF THE CRUSHED SURFACING TOP COURSE SHALL BE WITHIN 1/2 INCH OF FINISHED GRADE. 4. THE CONTRACTOR SHALL BE IRESP01NS9LE FOR ALL COMPACTION TESTING. PRIOR TO IMPORTING GRAN" MATERIALS, THE CONTRA 70 R SHALL PROVIDE EM04M OF PANG GRADATION AND DEGRADATION TEST RESULTS TO THE 00". 5. THE CONTRACTOR SMALL RETAIN LICENSED PERSONNEL TO PERFORM COMPACTION TESTS FOR THE FOLLOWING: A. FOR GRMIEL. FILLS TWO FEET AND LESS: TOP OF P'P)ARED GRAVEL BORROW WITHIN ASPHALT AREAS ON A 50 -FOOT GRID OR STATION. B. ONE TEST TO ALL STRUCTURES WITHIN THE A"SPHAII C. TRENCHES WRH THREE FEET OR LESS OF GRAIMEL TRENCH BACKFILL: TOP CENTER OF UTILITY TRENCHES AT 50 -FOOT INTEIRVIMLS. D. TlENCHIES WITH MORE TWO THREE FEET OF GRAVEL TRENCH BACKFILL: TOP CENTER OF UTILITY TRENCH AND MID -DEPTH OF TIEMCH, 80TH AT 50 -FOOT INIAL.S. 6. ALL TEST RESULTS SHALL MEET OR EXCEED SPECIFICATIONS. ALL AREAS THAT DO NOT MEET THE fREQINRED SPEClF1CATK>MS SHALL BE REt�OYPACI'ED AND RETEST O AT NO ADDITIONAL COST TO THE OWMNER. THE CONTRACTOR SHALL PWADE COPIES OF THE MATERIAL TESTING ALTS TO THE ENGINEER AND THE CITY AND/OR DISTRICT WITHIN TWO WORKING DAYS OF THE DATE OF TESTWO. STORM DRAINAGE 1. CONTROL DENSITY FILL SHALL. BE USED IN AREAS WHERE LESS THAN 18' OF COVER IS MAINTAINED OVER THE rn%x-%xmu STORM MAIMS (RIPE IS IN ROAD BABE SECTION), AS 9401Md IN THE PLANS. DUCTILE IRON POPE MAY BE USED FOR STORM PIPES VAIN LESS THAN IIr OF COVER, IF APPROVED BY THE CITY. 2. COVER OVER PIPES SHALL BE MAINTAINED DURING CONSTRUCTION. DEPTH OF COMER REQUIRED SHALL CONFORM TO THE MANUFACTURIE rS RECOMMElIIDA710M AND WILL VARY WITH THE VEFICLE LOADS TiRAVELMIG OVER THE PIPE. NO ADDITIONAL COMPENSATION SHALL K PR0I IDED TO REPLACE POPE DAMAGED DURING CONSTRUCTION ACTIVITIES. 3. AT THE END OF ALL SITE CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AND DISPOSE OF ALL DEBRIS FROM CATCH BASINS AND SI MTER CONVEYANCES. DMIS MALL NOT BE ALLOWED TO ENTER SIREAiM'S OR OFF-SITE STORMWATER SYSIEMS. 4. UNLESS 07 ER K SIPEtSF'NED, CAST IRON PRODUCTS SMALL CONFORM TO AS1W DESIGNATION "A 48 CLASS 30' AND DUCTILE IRON PRODUCTS TO ASIIMM DESIGNATION OA 536 GRADE 80-55-060 . 5. WHERE PVC PIPE IS USED, THE CONKC71ON TO CATCH BASINS SMALL BE MADE USING A SAND COLLAR ADAPTOR. ALL PIPE KNOCKOUTS AND STRUCTLIRE JOINTS SHALL BE NEATLY GROUTED INSIDE AND OUTSIDE OF THE STRUCTURE FLUSH WITH THE STRUCTURE WALL. 6. CLEANOUT"S WMA NON -ASPHALT AND NON -CONCRETE AREAS SHALL BE INSTALLED TO MATCH THE FINKED GRADES. CLEAN UIS EI►NMN ASPHALT OR CONCRETE AREAS SHALL BE EMClO' IED VArAIN A FOG -TIGHT LID FLUSH WITH THE ASPHALT OR CONCRETE SURFACE. THE TROP OF IM PMC CLEANOUT CAP SHALL BE WITHIN SIX-INCHIES OF THE BOTTOM INSIDE OF THE FOG -TIGHT LID. 7. PIPE ON THE PLANS AIE TO TIE CENTER OF EACH STRUCTURE. 1. ROADWAY EXCAVATION WITHIN THE ROADWAY PRISM SMALL BE CUT TO A UNIFORM GRADE. THE COMPLETED SUOGRADE SURFACE SMALL NOT VARY MORE THAN 0.10 -FOOT FROM THE LOWER EDGE OF A 15 -FOOT STRAIGHTEDGE PLACED ON THE SUBGRADE PARALLEL TO THE CEONTERIJ E UNLESS APPROVED BY THE CITY FIELD REPRESENTATIVE. 2. ASPHALT CONCRETE PAVEMENT SHALL BE CLASS 08'm MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, SECTION 5-04, EXCEPT AS MODIFIED HEREIN. CONNECTION TO EXISTING PAVEMENT SHALL BE TO A STRAIGHT NEATLY -TIED LINE. 3. ALTERNATE PAVEMENT SECTIONS, IIHEN DESIGNED BY A LICENSED GE07ECHOOCAL ENGINEER, MAY BE SUIR MITTED TO THE CITY OF REINTON PUKX WOWS DEPAMR'RMMEiNT FOR CONSIDERATION AND, IF APPROVED, USED IN PLACE OF THE PAVEMENT SEC71 ON SHOW ON THESE PLANS. 4. CRUSHED ROCK SURFACING FOR PAVEMENT SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION, SECTION 9-03.9(3). 5. CEMENT CONE SHALL BE CLASS 3000 (WITH AIR ENTRAINMENT) IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION, SECTION 6-02.3(2)@. 6. CEMENT CONCRETE SIDEWALK SHALL BE CONSTRUCTED AS SOHOIMN ON THE PLANS IN ACCORDANCE WITH CITY STANDARD DETAILS. 7. CEMENT CONCRETE CURB AND GUTTER SHALL BE CONSTRUCTED INHERE SHOT ON THE PLANS IN ACCORDANCE WITH WSDOT STANIDARRD SPECIFICATIONS, WIIIDOT SECTION 8-04 AND CITY OF lENTON STANDARD DETAILS. & A TACK COAT OF ASPHALT SHALL BE APPLIED BETWEEN ALL COURSES OF ASPHALT. 9. ALL PAVEMENT REPAIR SHALL BE SAWCUT BEFORE REMOVAL AR -4000W SHALL BE APPLIED TO ALL EDGES OF EXISTING PAVEMENT. APPLICATION OF A TiINiIN PAINT COAT OF EMULSIFIED ASPHALT SHALL BE APPLIED TO INSURE PROPER BONDING. 10. CRACKS AND POROUS CONDITIONS THAT RESULT IN THE FINISH SURFACE OF THE ASPHALT AREAS SHALL BE SEALED ACCORDING 70 THE RE TS OF CRACK SEALING, SECTION 5-04.3(5)C OF THE WSDOT STANDARD SPECIFICATIONS AT NO ADDITIONAL COST TO THE OAR. PAVEMENT MARKINGS 1. ALL PAVW: "T MAROtMiGS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. PAINT SIIMPOMG SHALL. K APPLIED TO ALL ROAD MAAKMN '' CONFORM MNG TO THE AFft"WW ITS OF WIIIDOT SECTION 8-22. PAINT APPLICAIIO N MALL CON -F- M 1 TO SECTION 8-22.3(3) OF THE CURRENT STANDARD ICATIONS. IN COMPLIANCE WITH CITY OF RENTO#N STANDARDS BY: A Jw&&I DATE. ? BY: DATE: BY: DATE: BY: DATE: > . suavEYED: S. PHILLIPS SICI NO SCALE c r++ , 1 �m moo: S. BEIER ` _ _ 4 m 2 REVISIONS PER CITY REME'W COIMMM IDI1TS - AUG. 3, 2015 TH 8/2015 JRT DROM. S. BEIER ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACO0"D1M0LY 1 RE:VI;110NS PER CITY IE%0I WAI COIMMIMI NTS - JULY 29, 2014 SB 8/2014 JRT CHECKED: J . TUTTLE NO. REVISION BY DATE APPR J. TUTTLE PAVEMENT MARKINGS 1. ALL PAVW: "T MAROtMiGS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. PAINT SIIMPOMG SHALL. K APPLIED TO ALL ROAD MAAKMN '' CONFORM MNG TO THE AFft"WW ITS OF WIIIDOT SECTION 8-22. PAINT APPLICAIIO N MALL CON -F- M 1 TO SECTION 8-22.3(3) OF THE CURRENT STANDARD ICATIONS. IN COMPLIANCE WITH CITY OF RENTO#N STANDARDS BY: A Jw&&I DATE. ? BY: DATE: BY: DATE: BY: DATE: > . z c r++ , 1 �m R ` _ _ 4 m 4 Am r � Z z m D G) Z C 3 IDm m TUTTLE ENGINEERING AND MANAGEMENT " P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 � D ♦ M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM '"'°IVICALNAo , slsa ,,w, ' '° How. i7 SKAGEN 5 LOT SHORT PLAT CITY OF TALBOT ROAD RENTON Planning/Building/Public Works Dept. PROJECT SPECIFICATIONS 4+ 9/02/2015 PAW: W NO: C - 12 12 011�13 T wLi r n f � � V�1 4 un � y TUTTLE ENGINEERING AND MANAGEMENT " P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 � D ♦ M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM '"'°IVICALNAo , slsa ,,w, ' '° How. i7 SKAGEN 5 LOT SHORT PLAT CITY OF TALBOT ROAD RENTON Planning/Building/Public Works Dept. PROJECT SPECIFICATIONS 4+ 9/02/2015 PAW: W NO: C - 12 12 011�13 W Z U W 3 0 Gj Z J LL. N C) I LO T Q Z) J cz O cr cz Il -_c O 4-0 cz a. 0 r� V c cz -�e U) PERVIOUS CONCRETE NOTES: 1. SUSIM111ALS 94ALL INCLUDE THE DESIGN MIXTURES A DESCRIPTION OF THE PROPOSED PLACINIG AND PROVECII METHODS, A DETAILED PLAN OF f i . ]r POANG PATTERNSHOININGIm ALL PLANNED CONSTRUC71ON JOINMDATA ON wUP" MEZU AND METHODS TO BE USED ANDANOWNEWSFOR ] 1 WA&TE140CE FOR ]1PERVIOUS] 3 2. C0110TRACTORCERTIFICATION OF • • QUALIFICATIONS m! PERVIOUS CONCRE f QUALITY ASSURANCE• " THE w• • ] PERVIOUS CONCRETE r ` • CONCRETE ]. 3. WAFACTURER OF FW" -MIXED CONCRETE PRODUCTS SHALL PROVIDE CEENIFICATION STATM IT COMPLIES WfTH ASTM C94/C94M FOR f i FACKJTIES AND EQUIPMENT. 4. P81144OUS CEMENT CONCRETE PAVEMENT SHALL BE DESIGNED PER ACI 522 PERVIOUS SPECIFICATIONS. SECTION 5-05 "CEMENT •• ifit]mir wrrm THE wsDoT summo spEmmom Fop• r wvDGE,AND mLwxxbAL i•I mosirlRUICTION,a~ EDITION, BE IrAS AN ADDITIONALRESOURCE. 5. PEWAOUS CONCRETE• FROM S ] AND PERVIOUSwi w • i w]' 6. THE INSTALLER SHALL USE ADEQUATE NUMINERS OF SMJM WORICERS WHO ARE THOROUGHLY 7%#AOED AND IN THE Cft%fTS AND WHO ARE COMPLETELY FAMILIAR WffH THE arqtluwwtu REQUIREIMIE11IITS AND THE METHODS NEEDED FOR PROPER P-MV01MMANCE THEiIN THIS SECTION. 7. THE USE OF CONCRETE FLATW• CEMV]rFINISHER IS AM 1011 ]r S. POW M THE PROJECT PRECONSTRUCTION k*MTM, THE PLACING SHALL FURNISH THE A STATEMENT ATYESTYC TO QUALFrATIONS AND EmmVIIIIIIIIIIINCE AND WMATION ON A MINIMUM OF 7WO (2) PORTLAND CEMENT PERVIOUS PWANG PROJECTS COMPLETED BY THE CONTRACTOR, INCLUDING: • ADDRESSES OF • b. LMT WEIGHT ACCEPTANCEDATA. TEST RESULTS INCLUDINIG• r CONTENT' AND Lbiff WEIGHT. d. SAMPLE OF •rUCT (I.E. COME OR 9. PRIOR M THE PROJECT DONSTRUCTION MEETM, THE MIXINIG& PLANT SHALL FURNISH OWNER/OWNEWS REPRESENTATIVE A STATEMENT ATTESTING TO QUAL*1CA1XW AND EXPERIENX AND A kOMM OF 7WO (2) PORTLAND CEMENT PERVIOUS PONM PROJECTS w• ]rBY THE PLANT WITH THE FOLLOWM• • OF i PLACINIG CONTRACTOR AND CONCRETE PRODUCERWi] a►'a".] wWITH PORTLAND CEMENT PERVIOUS CONCRETE RETAIN ANa 31IIENCED CONSULTANT • MONITOR •mmi. Homxm,,1 PLAcEmEw opemoNs AT THE cownwroWs 10. *4 LIEU OF TEST PAHMS, THE CONTRACTOR MAY PROVIDE EXAMPLES AT OTHER PROJECT SI I WffH THE MATERIAL FW* THE SAME i ENGINEERSsI WAS • 11. CONT11111AC 94MI PROTECT ADJACENT WOW FROM SPLASHM OF PAWM MATERIALS. REMOVE ALL STAINS FROM EXPOSED SURFACES OF E. AND GROUNDS. REMOVE i SPII.LAGE. 12. DO NOT DOAVM Oft DISTUFA EXISTM OR VEGETATION. PROVIDE SLXTABLE PROIECI WHERE REQUIRED BEFORE STARTINIG WON AND MAINTAdN PROTECTIONi " • COURSE OF • TO THEIR ORIGINAL Cxx MILY 11111 LUI in! ON REPAIR AS DIRECI TO THE SATISFACTION OF THE DESIGN PWESSIONAL OF RECORD. 14. 1 -1 SHALL DOCUMENT THE SITE NTH PHOTOS OR VIDEO PAW TO STARTINIG ANY WORK. COPIES OF THE M40TOS AND/OR VIDEO SHALL BE - TO THE ENGINEERAND OWNER TO STARTINGi 15. NOTFY AND COOPERATE WITH LOCAL ALMMM AND OTHER ORGANIZATIONS HMM JURISDICI WHEN CONSTRUCTION WILL IN YERF W"H THE OF EXISYM ROAM PON31RIANS. AND TRAFFIC. 16. PFAAW TEMPORARY MARINERS, SOS, WAIRMING LIGM FLAGGERS. AND OTHER PROIECI AS REQUIRED TO ASSURE THE SAFM OF .� m •AND VEHICLES AfA)UND T14Ew • •ARFA AND TO • IGAIIIIZE THE SMOOTH• OF 17. DO NOT PLACE POMOUS CONCRETE WHEN THE AMMW TEM14WTURE IS BELOW 4O`F OR ABOVE WF, UNLESS Of POWNrIN WRITINIG BY THE DESIGN P11WESSIONALOF i • / 18. DO NOT PLACE PERVIOUS CONCRETE 04M THE WIND, HEAT OR HUMIDff`Y DOES NOT ALLOW ENOUGH TIME M PLACE. MWY JOINT, COMPACT, EDGE, r CURE BEFORESURFACE DRIES AND IS NO LONGER WORKABLE WITHOUTr rTHE SURF010E. 19. CONCRETE AND AGGREGATE FOR ALL PERM" CONCREIE SURFACES SHALL BE PER ACI 522 OR APPROVED EQUAL 20. MIX BEIM ALTERNATES OR APPROVED EQUALS MUST BE SU111MITTED FOR BY THE CIVIL OF RECORD A MRS" OF SEVEN (7) WOMM DOMS PRIOR TO n QEUM A 001ENED SAMIPLE OF THE PERVIOUS CONCRETE SHALL ACCOMPANY THE AL79W7E Oft APPROVED EQUAL REQUEST. F A DESM AI.TERNATIVE IS CON7ACT` THE TO ___IBMISSInN FOR NECESSARY MIX _prm am 21. THE IAWIER/CEMENT M710 SHALL 13E SUCH THAT THE CEMENT PAS7E DISPLAYS A WET METALLIC SHIOEN WHEN FLOATED WITH A L au HW FISAT WITH" CAUSM THE PAM TO R.01W FROMt t . 7 OR w 22. U%M MAY BE ADDED AT THE J089M TO OWAM THIE MIIX CONISISTENCY. ANY VATO ADJUSTMENTS MADE AT THE JO01SffE SHALL + TO DISCHARGE. •THAT' CANNOT BE ADJUSTED ON-SITE TO MEET SPECIFICATIONS SHALL BE]1 24. VE SHALL BE DEPOSIED AS CLOSE TO ITS F04AL POSITION AS PRACTICABLE SUCH THAT FRESH CONCRETE ENT THE MAW OF •PLACED CONCRETE. 25. MPIMIZE THE PRACTICE OF DSCHANG" ONM AND PULLING; OR SHOVELING TO FINAL PLACEMENT. 26. THE MIGN PROFESSIONAL OF RECORD SHALL APPROVE A SITE CAST SAMPLE OF THE SPECIFIED PAMEMIENT' BEFORE PAMM BEGINS. THE SUWACE t OF t , FORTEXTURES1SHOULDI MINIIMAL SLWACEi] THE ]r PRODUCT MUST MATCH THE APPROVED ACCEPTED SAMPLE PANELS.CONIDII•MAY BE USED *4 THE wrI WOW. 27. ] r VOIDS iX +/- 4X AS LONG AS THE PRODUCTREACHES 2500 PSI COMPRESSIVE ] OR GREATER UNLESS OD"JUIVAUTHO111112ED BY THE DESIGN P• aSS • OF w • 1 28. TE57M 94ALL BE TESTED USM ASM C1701 ON CLEAN, LEVEL PERVIOUS PAVEMENT UPON REMOVAL OF THE CUIIIING PLASTIC AND ACCEPTED BIEFORE OPEN14G THE M&A.& TO T"wm. SHALL BE AT LEAST 100 INCHES PER HOUR AFTER wPLASTIC IS REMOVED. 29. ff-MEAKE BALLAST SHALL MEET THE GRADATION OF ` r • i • 1AMENDED ]+ 04 THE FOLLOWM �a 'A •a,. • rr o � 1 PERVIOUS CONCRETE EXECUTION: 1. IT IS ESSENTIAL THAT THE I OF THE UNDEXYW NATIVE SON BE THEREFORE, THE EXETING - - LOAM STONE 80 AIWM SHALL NOT BE COMPACTED OR SU"CT TO E30 " - CONSTRUCTM TRAFFIC PRM M STONE NED PLAICEMBI17. 60 AMA SHALL NOT ' ]r • FINISHED r DEPTH ar PROCEEDING S • OF G AND 2. WHEM EROSION OF HAS CAUSED ACCUMULATION OF FINE MATOWLS AND/OR SURFACE PONO#4G, THESE MATERIALS SHALL BE REMOVED WffH LIGHT EQUIP1MENT' AND THE UNDERLY1W SOILS SCAf*1ED TO A MINIMIUM DEPTH OF THREE (3) INCHES WITH A YOW RAW OR EQU11VALW AND LIGHT TVACTOR. 3. ORMr Of ILBASE • UK, GRADE, i ELEVATIONS INDICATED. FILL AND LIGHTLY REGRADEDAWAAD BY F1 • • • r OR COMPAC`TION BEFOREw OF r BASE 4. THE PROFESSIONAL OF RECORD SHALL BE NOTIFIED A.MINIMUM OF FORIY-EIGHT' (48) HOURS IN ADVANCE OF ifisd%M&A&A, UK INISTOLLATION, AND ALL PE11%4OUS CONCRETE POURS AWLE TIME FOR TPAVEL M REACH THE WE) TO 04SPWT OR SM A TO INISPECT AGGAMTE INSTALLATION, AND ALL PERVIOUS TE POURS. •S CONFERENCE '" w ai �i • • w 1 i ! • • OF PANEL, UNLESS t ] r BY DESIGN r 3: �: i OF w • ' .1 THE FOLLOVANGINDIVIDUALS REQUIRED TOATTEND: CONCRETE]rr E° OF • •. • ar OPERATOR(S) ANr MANAGER. READY USM): • DISIPATCH AND BATCH PLANT OPERATOR. • PERVIOUSw• i CONTRACTOR. C. SrTE iwopuuCONTRACTOR. PROJECTd. • 0. PERVIOUS CONCRETE CONSULTANT' APPROVED NY EVOLU71ONa;OURCES. f. DESIGN•- • OF wi r ] • ♦• s• r i • . a. w .; w• w ;Ai. • • ] r � . w r 31, loll All A 0.7 : . war ! • ] "• • " "jai wi f ] i • a' • r A 1 • ] ] ] r • i it i ]i • • i 3 • i] ] - ]" • w• iW V1 war • ] r • r . r ] ] • ]1 - ] • • • 00 i w• • • • r ] • �w ]]r • " w ]' i• �. _A Xi • • M ]1 • • i i w i • w] ] r •: • �. ]1 • r i ] • �� ] � . • ]iP3. r� i `! i •` / i!` a.�. • ... w ar r ]r ! • :Ir 3 • •� r a • • 3 ♦t • • wir,]r - ! • ` ] • war w • �w ar ]i • Iffa - • .7 r v r r ] w• �- � ] w r i • 29 • 1 • ]to! r w • • w •i • • ' ] ` 4 f w 3 'J. 3. + ! 1 • *;*1 ] is i a • ' 3.'r. �' ] i w 1 w ]/ `r • ]_ r • y i i ] r ,i ]] •i • a r i • w• 0 AV • 3:�.: . • i• r • ] • 3. i i i _ i i 3.'�.. � • � ' i .. i • i t~ i ]` w r ] i war • ,i r ]- w] ]1 f • i i • i -:' i • "fir • ! ] • • r . • ]' • w 1 r '.3. • • i i w • ] r 3. 1 ] ''fir w' • t i 39 9 w]r ► Ilk 3 • w far i 1 t +~i i • r • ]r i 1. •r wi • w 1 ]. ] ti •' • •' i. • • 2V-3-7 ] • w -a i ]r f • 1 • iii ]/ aar �i • • • • TV a • i r r► • ] ] w i • i .: F• i • • '']1 w• ] • w w• • • wi f • r • •, wi • • '" w • r ] • r ] " w 1 V !'T, w• ] ! r . a~ 1 i • a i • a.-�. • ] I ire 7.14 lomh SURVEYED: SCALE: S. PHILLIPS %w"Il : wain ' DESIGIiEO: NO SCALE �: i«c 11mi „" S. BEIER Ad DRAW: S. BEIER 1 REVISIONS PER CITY REVIEW COMMENTS - AUG. 3, 2015 TH 8/2015 JRT CHECKED: AT FU iNc ME SCALE 01_171 J. TUTTLEiF Hor ori INCH N0. REVISION BY DATE APPR : J. TUTTLE sc Y CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: AS & A DATE: I 171X_ BY: DATE: BY: DATE.- BY: ATE:BY: DATE: TUTTLE ENGINEERING AND MANAGEMENT P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: JTUTTLE@TUTTLE-TEAM.COM SKAGEN 5 LOT SHORT PLAT TALBOT ROAD Planning/Building/Public works Dept. PERVIOUS CCANCRETE SPEC IFICATICAIS 9/02/2015 PAGIE: No: C - 13 SHIEEr. 13 OF: 13 an mI�IN_lri { o � z 4 Z c rn z � z rn m MI Cl i D 1� CZ a m -C o D -o is z Z o C xj7, H (r s Gn T m 12 lM 8' WIDTH FRONTAGE LANDSCAPE STRIP— TYP.- PER CITY OF RENTON ADMINSTRATIVE SHORT PLAT REPORT & DECISION LUA11-089 DATED 02/03/2012 ( ( 5' WIDTH SIDEWALK— TYP. PER APPROVED CITY OF RENTON STREET MODIFICATION DATED 06/07/ 011 BEGIN ROCK WALL A MINIMUM 1 OF 3' BEHIND R.O.W. PLANT GROUNDCOVER A Z MINIMUM OF 5' IN WIDTH ADJACENT TO DRIVEWAYS PER CITY OF RENTON I I CL TREES SHRUBS AND GROUNDCOVER WITHIN 10' ON—SITE LANDSCAPE BUFFER ALONG TALBOT RD. S. AND S. 198TH PL.— TYP. REFER TO SHEET LA -02 FOR SPECIES I / c i NE 1/4, SEC. 6, TWP. 22N., RGE. 5E., W.M. 000000 EXISTING SIGNIFICANT TREE TO BE SAVED— TYP. REFER TO TREE RETENTION PLAN, SHEET LA -03 /0004,0,61- \ A _`% Ip -hoof LAPOCkFE 57MIP CoNctsTfcWf Wl" 10' r-avNr Y*RD 01ftSC"106, RETAINING WALL— TYP. REFER TO CIVIL PLANS. NO. I REVISION 600 .00 0-1 .00 040 .00 S* 198TH PLAC]m 1 "=20' ONE NCH AT FULL SCME IF rear ori nCH SCAU ACCORD94MY ul SCALE:1 "=20' 20 10 0 20 40 NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. STATE OF 9•��j'15 WASHINGTON REGISTERED LA OSCAPE A CHITECT �L LEANNE D. K131AMAK rcorcireTc u.. -7A-"K CHECKED FOR COMPLIANCE TO CITY STANDARDS a --_ Date is i Date Date o. a►�: H mzowN- +W-19im71 „ SKAG GN 5 L 07 SHORT PLAT 2015-09-02 CITY OF �oTY ori REN70N _ RENTON ��Q. o DATUM S[��I�`�O i[� °tea ND: Planning/Building/Public Works Dept. LA -01 1 OP 3 t c-INININ NIAIA � D m �O 4 A t C r D • `. D c 7 ` 1 r n- n� uz Z m D Z D Z CD Q. �z CL Z o c m 01N z m m m cn9 D � D m �O 4 A t C r D • `. D c 7 ` 1 r n- n� uz Z m D Z CD Q. CL w Q z w 0 a_ tiJ z W 05, Cl) 8'WIDTH TALBOT ROAD S. FRONTAGE PLANTER STRIP LEGEND SYMBOL BOTANICAL / COMMON NAME SIZE QUANTITY Acer saccharum '5onfire' / 5ONFIRE SUCsAR MAPLE 2" CAL. S (REPLACEMENT TREE) . SODDED LAWN 5Y J5 INSTANT LAWN OR EQUAL O'WIDTH ON-SITE PLANTER STRIP PLANT LEGEND NE 1/4, SEC. 6, TINP. 22N., RGE. 5E., W.M. COMMENTS FULL, 5ALANCED 5RANCHING, 545 (LARGE TREE PER COR APPROVED STREET TREE LIST) SYMBOL BOTANICAL / COMMON NAME SIZE QUANTITY COMMENTS — Cornus kous a / CH INE SE DOGA00D • Styyrax jaEICa / JAPANESE SNOWDELL (REPLACCIENT TREE) H Hlydrarigea quercifolia 'Ruby Slipper&'/ OAKL.EAF HYORANGEA Y Cornus sericw 'Flaviramea' / YELLOWTUAG D Lavenclula ar ustifolia 'Munstead' / ENG. LAVENDER V Viburnum davidii / DAVIDS V15URNLJM 0- Pennisetum a lopecuroides 'Hameln' / WAMELN FOLINTAIN GRASS • Erica carnea 'Springwood Pink'/ SI'®IiRINGWOOD PINK HEATHER Feetuca glauca 'Ovina' / COMPACT (SLUE FESCI.E - — Artemesia 'Powis Castle' / POWIS CASTLE AIRTEMSIA L ithodora d i f fuse 'Grace Ward' / GRACE WARD L I THODORA No symbols shown GROUNDCOVER: Plant in all available spaces uuhere there are no shrub plantings or other groundcover'specified. Arctostaphylos uva -ural / KINNIKINNICK LANDSCAPE NOTES P CAL. (o 2 Com, 4 5 GALLON 16 5 GALLON 11 5 GALLON 92 5 GALLON 36 5 GALLON 15 2 GALLON 16 5 GALLON 31 2 GALLON 114 2 GALLON AS REQ'D FULL, VIGOROUS FULL, VIGOROUS FULL., 42" MIN. HEIGHT FULL, 42" MIN. HEIGWT FULL, 5USHIY FULL, 5USWY FULL, VIGOROUS FULL, V S FULL, 13US1-HY FULL, VIGOROUS 1211 O.C. TRI ANG. SP. 2 GALLON AS REQ'D 24" O.C. TRIANGULAR SPACING CONTINUOUS WITH♦ THE F I RST ROW STARTING NO MORE THAN S" FROM EDGE OF SIDEWALK OR EDGE OF R.O.W. I. DO NOT DIG 15EFORE LOCATING UTILITIES. 2, SU13GRADES, INCLUDING 5ERMS, TO WITHIN MOTH FOOT PROVIDED SY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 3. SU1 GRADE SHALL 5E SCARIFIED OR ROTOTILLED IF CONDITIONS REQUIRE. 4. APPLY 6" DEPTH TYPICAL 3 -WAY MIX TOPSOIL IN ALL PLANTING AREAS OR AS OTHERWISE NOTED. 5, APPLY 3" DEPTH MEDIUM/COARSE GRADE SARK MULCH IN ALL PLANTING AREAS. MULCH TO 5E FREE OF WEED SEED, SAWDUST, RESIN OR TANNIN AND SHALL NOT CONTAIN ANY COMPOUNDS DETRIMENTAL TO PLANT GROWTH. 6, CONTRACTOR IS RESPONS15LE FOR 5RINGING ANY PROPOSED SU15STITUTIONS OR UNFORESEEN FIELD COND I T I ONS TO THE ATTENTION OF THE L AND SCAPE ARCHITECT. 1. LANDSCAPE ARCHITECT MAY ADJUST PLANT QUANTITIES OR VARIETIES SASED ON AVAILAI51LITY OR FIELD COND I T I ONS. 8, ALL PLANT MATERIAL SHALL 5E DISEASE FREE AND ARRIVE IN A VIGOROUS GlROWING CONDITION. 9. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARD FOR NURSERY STOCK, LATEST EDITION. 10, ALL MASS PLANTINGS SHALL HAVE TRIANGULAR SPACING. WHERE MASS PLANTINGS ABUT A HARD EDGE 5EGIN FIRST ROW WITHIN S" OF HARD EDGE 11. ALL MASS PL ANT INGS ARE CONTINUOUS THROUGHOUT PLANTING SED. IF NO SYM50L IS SHOWN, REFER TO PLAN NOTE AND/OR PLANT LEGEND. 12. SPECIFIED PLANT SPACING IN PLANT LEGEND SUPERSEDES SYM50LS SHOWN ON PLANTS. CONTRACTOR IS FMSPON515LE TO REVIEWING PLAN SET AND CLARIFYING ANY QUESTIONS PRIOR TO SIDDING. 13. STREET TREE LOCATIONS AND QUANTITIES ARE APPROXIMATE AND SHALL SE ADJUSTED PER FINAL DRIVEWAY AND UTILITY LOCATIONS. 14. ALL TREE PITS SHALL ESE INSPECTED TO INSURE PROPER DRAINAGE. PLANTING IN HEAVY SOILS REQUIRES ADDITIONAL DRAINAGE PROVISION. SEE TREE PLANTING DETAIL THIS SHEET. 15. STREET TREES SHALL HAVE UNIFORM 5RANCHING HEIGHT OF 5 1/2' MINIMUM ABOVE GRADE OR AS OTHERWISE NOTED. 16. STREET TREES NEAREST INTERSECTIONS SHALL CONFORM TO LOCAL SIGHT DISTANCE REQUIREMENTS. 11. INDIVIDUAL HOMEOWNERS ARE RESPONS15LE FOR WATERING THE 91 ET TREES AND PLANTINGS ON THEIR LOTS. 18. CONTRACTOR AGREES TO WARRANTY AND MAINTAIN ALL PLANT MATERIAL FOR ONE FULL GROWING SEASON PAST INSTALLATION AND SHALL REPLACE DEAD PLANT MATERIAL WITHIN THAT WARRANTY / MAINTENANCE PERIOD WITH NO 05LIGATION TO THE OWNER. 19. ALL TREES SHALL 5E DOUBLE STAKED AS SHOWN ON THE DETAILS. STAKES TO SE REMOVED AFTER ONE FULL GROWING SEASON. TREES THAT HAVE DIED WITHIN THE ONE YEAR WARRANTY / MAINTENANCE PERIOD SHALL 5E REPLACED AND RE -STAKED PER THE DETAIL. AT NO ADDITIONAL COST TO THE OWNER 20, LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE 5Y OWNER. STAPLE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE 2x2 PINE TREE STAKES SET STAKES PERPENDICULAR TO PREVAILING WIND REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN 2" SETTLED DEPTH FINE GRADE BARK MULCH AMEND NATIVE SOIL WITH 6" DEPTH 3 -WAY MIX TOPSOIL SLOW RELEASE GRANULAR FERTILIZER (OSMOCOTE OR EQUAL) SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFEROUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING EQUAL SPACING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPACING DETAIL NOT TO SCALE AMEND NATIVE SOIL W/ 6" DEPTH 3 -WAY MIX PLANTING SOIL UNDISTURBED GROUND 12" MON. FOR WOOD STAKES & 1$" FOR REBAR STAPLE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOT8/1LL WIDTH � IN HEAVY SOILS, AUGER 8'z6' DEEP O HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING & STAKING DETAIL PLANT 1 " HIGH! IN NURSERY FINISH GRADE NOT TO SCALE 'RUNE DISEASED AND IROKEN BRANCHES tEMOVE TOP 1/3 OF BURLAP r SETTLED DEPTH FINE ;RADE BARK MULCH =ERTILIZER TABLETS 4-21 GRAM -20-10-5) WEND NATIVE SOIL WITH 6" DEPTH I-WAY MIX TOPSOIL COMPACT AND NATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL R�385615 NOT 10 SCALE r wr �� WK u/ [O/ zu > > SURVEfM. SCALE: 4 _4&c100FW OW 6JIW&M SW PER MY COMAENT VE�7ICAL NNrO 1!M LD1 20' : NO ,,.s CITY OF 12/19119 LDK a M=cm WK PM COR RETILM CMADM 10212015�I: RENTON LDK ow INCH DATUM `KCM: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH N 0 . REVISION BY DATE AP P R SCALE ACCOR004GLY NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. CERTIFICATE No. 743 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 61KAG IEN 5 LOT SHORT PLAT 2015-09-02 �1CI►1W0�� 2x2 PONE TREE STAKES z SET STAKES PERPENDICULAR rn TO PREVAILING WIND _ INSTALL "TREE BOOT" OR XO "ARBORGARD" IN LAWN AREAS. �w PLANT TREE 1"-2* HIGHER m THAN IN NURSERY O WATERING BASIN AMEND NATIVE SOIL W/ 6" DEPTH 3 -WAY MIX PLANTING SOIL UNDISTURBED GROUND 12" MON. FOR WOOD STAKES & 1$" FOR REBAR STAPLE REINFORCED RUBBER HOSE OR VINYL WITH 16 GAUGE GALVANIZED STEEL WIRE TIES DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH FINE BLEND BARK MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOT8/1LL WIDTH � IN HEAVY SOILS, AUGER 8'z6' DEEP O HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. DECIDUOUS TREE PLANTING & STAKING DETAIL PLANT 1 " HIGH! IN NURSERY FINISH GRADE NOT TO SCALE 'RUNE DISEASED AND IROKEN BRANCHES tEMOVE TOP 1/3 OF BURLAP r SETTLED DEPTH FINE ;RADE BARK MULCH =ERTILIZER TABLETS 4-21 GRAM -20-10-5) WEND NATIVE SOIL WITH 6" DEPTH I-WAY MIX TOPSOIL COMPACT AND NATER THOROUGHLY FIRM NATIVE SOIL MOUND SHRUB PLANTING DETAIL R�385615 NOT 10 SCALE r wr �� WK u/ [O/ zu > > SURVEfM. SCALE: 4 _4&c100FW OW 6JIW&M SW PER MY COMAENT VE�7ICAL NNrO 1!M LD1 20' : NO ,,.s CITY OF 12/19119 LDK a M=cm WK PM COR RETILM CMADM 10212015�I: RENTON LDK ow INCH DATUM `KCM: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH N 0 . REVISION BY DATE AP P R SCALE ACCOR004GLY NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. CERTIFICATE No. 743 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 61KAG IEN 5 LOT SHORT PLAT 2015-09-02 �1CI►1W0�� P` f � 0 n rK °z z M S D con :D z rn z c a� z m m O D P` f � 0 n rK °z z M S D con :D `4 y i .3 V� TEMPORARY CHAINLINK - PROTECTION FENCING- REFER ENCINGREFER TO TREE PROTECTION MEASURES THIS SHEET -TYPICAL SYMBOL I IV � EXISTING TREES TO BE — REMOVED- TYPICAL � SYMBOL I EXISTING UTILITIES - TYPICAL I I I I O W I I I " 2 CAL. MIN. REPLACEMENT TREE- REFER TO SHEET LA -02 FOR SPECIES �Y. I Bey/' 4 ..tt• PROPOSED TYPICAL I I NE 1 SEC. 6, TWP. 22N., RGE. 5E., W.M. 1001.000 TREE PROTECTION MEASURES PER CITY OF RENTON waft. Agin" 0.� % TREE PROTECTION MEASURES FOR ALL RETAINED TREES: ,st "„� , t A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE / t ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPIIAENT, INSTALL S PAE / IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP �4 �6 l A A `� .--' '� LINE OF ANY TREE TO BE RETAINED. 00 ,•''-wil•T A F- — — fB. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH 01=� �. 14-F �� /0100 CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR iALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING --- ------ »�► `� '„ �' ,8'�p 10 EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (501). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES �' SCALE :1 ".20' cv , , 14"1J► 18 / „o OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) 1 i t f �IMaw SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS 20 1 1t 20 10 0 20 40 ARE MOVING NEAR TREES. r , i \ „ w 6"12 -w*4' /, i C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAIWD IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE.• THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE. THE APPLICANT MAY NOT INSTALL l �� I IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TIME TO BE RETAINED. E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) 32 F ! ! I THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1IZ) IN DIAMETER FOR EACH ONE INCH (1 ) OF TREE CALIPER. A LARGER TREE / + r PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. cv �pN�l► ! ! I (ORD. 5676,12-3-2012) I ' ! 1 F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO l ' ! INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676,12-3-2012) -415 — „14"1oMM♦ i , G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTR IZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. i r l T H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERIIMNED O PROVIDE t EQUAL OR GREATER TREE PROTECTION. I w a•�p 1 EXISTING TREE LEGEND ♦ I� I I k„�4 M 711 X211 DOUGLAS FIR, PINE OR CEDAR (TO BE RETAINED) oo op ♦, , - � I �' I / '♦ � MAPLE ALDER TO BE RETAINED �6 P I I , ( ) ' / 1 \ I'/I DRIP LINE le doop r- �I ' o 101,' EXISTING ON-SITE DECIDUOUS SIGNIFICANT ' �� / _ _ , - ' ` TREE (6" DBH MIN.) TO BE REMOVED- TYPICAL SYMBOL / I I EXISTING ON-SITE EVERGREEN SIGNIFICANT I I ) (6" DBH MIN. TREE / TO BE REMOVED- , I oe *40. I 0 I I / �P TYPICAL SYMBOL ,/ ' 1 I EXISTING TREES TO BE RETAINED- TYPICAL OOP SYMBOL. i v �'� i� t �•'� , ' / 1�MI , EXISTING TREES TO BE SAVED SHALL BE FENCED. REFER TO TREE PROTECTION o P C E —4 -MEASURES PER CITY OF RENTON, THIS - I SHEET. REFER TO SHEET PN -02 FOR CHAINLINK FENCING DETAIL. TRACT000 Now wNewP t ool �22F i 1 �,4 r �— / w w w w w �` 1 1Cr t 00 a 40' c J 1° P / 6" W_, w w T gift S. 198TH PLACE--- e / '__ /OPWVMIFAIC *44b+" cry of R«won TREE RETENTION WORKSHEET 1- Total number of trees over 6" in ' on Project sib:1. 72 trees 2. s: Certain bases are excluded from the retention Galkkxuulation: 8. P size of trees to meet requirement: (AI ownu n 2- caliper bos required) 8. 2 inches 9. Divide Me 7 by Nhe d for number of tuts : per tree (If remainder Is .5 -or grealsr, round up to the next whole number) 9. 12 trees Measumd at woV T. Dead, diseased or dangerous bees must be certified as such by a fowler, regietred Nlndscspe archhW, or oertalied arborist, and approved by the CiRy. 3, Crftg Aron, such as wetlands, sbemm, fin adpleifli and prrotected slopes, are defined in Section 43-050 of the Renton p wdeipal Code (RMC). 4 C -ax t only #V80 trees to be repainted outside of crWW arose and buyers. 5` The City may require inodilicalion of hue tree roWnbon plan to ensure relert6on of the maximum number of bees per RMC 4-4-130H7a e klahss of sheet tow irlc w of trees added to aftW , and incase of treft retained on sib that are lees than 6' but ars greater tern 2" can be used to meet the tree. NUMBER OF PROPOSED REPLACEMENT TREES PROVIDED (2" CALIPER MMI.) =13 REFER TO LANDSCAPE PLAN SHEET LA -01 AND LA -02 i r WK.'A l aur I IA v/Z cv i SURVEYED: SCALE: _ 3 PER COR COMMENTS 21 =20 0 111e33 1W1 DE: CITY OF TW RETENTION PLAN 215 LDK oA 6 PER COR COA LDK6 PER COR REDLINE COMMENTS WK 01 LDK RENTON ow 'IH DATUM CHECKED' AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE RICH N0. REVISION BY DATE APPR D. SCALE NCCOMMMY NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. STATE OF WASHINGTON q• X5•!5 REGISTERED LA DSC APE ARCHITECT C' �uuc n If I iiw uAu CHECKED FOR COMPLIANCE TO CITY STANDARDS �w�.k f%�&-a— Date 9115115 Date Date CERTIFICATE No. 743 SKAGIEN 5 LOT SHOW PLAT UTY OF [RENTON 2015-09-0 EMEMERE UN Trees that are dead, clisessed or 0 trees Trees in proposed pubucc streets 0 trees Z Trees in private access easemierftAracts 1 trees z Trees in critical areas and buffers 0 trees M Total number of exp! tures: 2. 1 tree 3. Subtract Mre 2 from Mna 1: 3. 71 trees 4. Next, to the number of troes that must be , multlply On 3 by: cn0 0.3 in Zones RC, R-1, R-4, or R-6 0.1 in al o1w zones 0.05 in aN and kxkm trW zox 4. 21 trees 5. List the number of 6" or lager trees that you are proposings to r*Uk 4: 5. 19 trees 6. Subtract Nns 5 from Nno 4 for tures b be fi. 2 trees (If lbw 6 is Its OW zwo, slap None. No hpbW000 t hos are requkvd). 7. Multiply Nno 6 by 1 r for number of irxhts: 7. 24 irx;;hes 8. P size of trees to meet requirement: (AI ownu n 2- caliper bos required) 8. 2 inches 9. Divide Me 7 by Nhe d for number of tuts : per tree (If remainder Is .5 -or grealsr, round up to the next whole number) 9. 12 trees Measumd at woV T. Dead, diseased or dangerous bees must be certified as such by a fowler, regietred Nlndscspe archhW, or oertalied arborist, and approved by the CiRy. 3, Crftg Aron, such as wetlands, sbemm, fin adpleifli and prrotected slopes, are defined in Section 43-050 of the Renton p wdeipal Code (RMC). 4 C -ax t only #V80 trees to be repainted outside of crWW arose and buyers. 5` The City may require inodilicalion of hue tree roWnbon plan to ensure relert6on of the maximum number of bees per RMC 4-4-130H7a e klahss of sheet tow irlc w of trees added to aftW , and incase of treft retained on sib that are lees than 6' but ars greater tern 2" can be used to meet the tree. NUMBER OF PROPOSED REPLACEMENT TREES PROVIDED (2" CALIPER MMI.) =13 REFER TO LANDSCAPE PLAN SHEET LA -01 AND LA -02 i r WK.'A l aur I IA v/Z cv i SURVEYED: SCALE: _ 3 PER COR COMMENTS 21 =20 0 111e33 1W1 DE: CITY OF TW RETENTION PLAN 215 LDK oA 6 PER COR COA LDK6 PER COR REDLINE COMMENTS WK 01 LDK RENTON ow 'IH DATUM CHECKED' AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE RICH N0. REVISION BY DATE APPR D. SCALE NCCOMMMY NOTE: EX. UTILITIES ARE APPROXIMATE ONLY CALL 1-800-424-5555 BEFORE DIGGING & POTHOLE UNKNOWN EX. UTILITIES BEFORE CONSTRUCTION BEGINS. STATE OF WASHINGTON q• X5•!5 REGISTERED LA DSC APE ARCHITECT C' �uuc n If I iiw uAu CHECKED FOR COMPLIANCE TO CITY STANDARDS �w�.k f%�&-a— Date 9115115 Date Date CERTIFICATE No. 743 SKAGIEN 5 LOT SHOW PLAT UTY OF [RENTON 2015-09-0 EMEMERE UN w 8 -0 C: M� D �z M 131 N z M D I i I ~ Z CD 6, x z t� C M 51 z m M M cn0 D w 8 -0 C: M� D �z M 131 N z M D I i I ~ Z CD 6, x y