Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Large Format
;._)lJy of Renton f)lanning Division ,_· :.:. __ --I "' LEGEND EXISTING ----· 20---MAJOR CONTOUR ------22-- ·-····"""""""'''"'" ___ "_ ss -----···-------···-- OHL ·--··-·~----(;-- MINOR CONTOUR RIGHT OF WAY ROAD CENTER LINE PROPERTY LINE EASEMENT LOT LINE SUBDIVISION WATER LINE STORM DRAIN SEWER LINE OVERHEAD UTILITY LINE GAS LINE -----UP POWER LINE ......... -.. --LJT----TELEPHONE LINE . .... . .. UTV--CABLE TV LINE ---·-.... · .. --uco--.......... _. FIBER OPTIC LINE --o -o ---o -----o -CHAIN LINK FENCE ---X --X ... -...... X .......... x-WIRE FENCE ........ ] -....... D ...................... - .()- rx; 0-· rr: I l-:C-1 l c··--- u (fj X WOOD FENCE DITCH STREET LIGHT ASSEMBLY FIRE HYDRANT WATER VALVE STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE CONIFER TREE DECIDUOUS TREE ROCKERY SIGN WATER METER MONUMENT IN CASE SURFACE MONUMENT PK NAIL -CONTROL LIGHT POLE POWER/UTILITY POLE OHWM POWER VAULT TELEPHONE VAULT UTILITY VAULT TRANSFORMER JUNCTION BOX GUY ANCHOR TELEPHONE/TV RISER GAS VALVE SPOT ELEVATION TESC BORING -'i .____ _____ ~ PROPOSED MAJOR CONTOUR MINOR CONTOUR CONSTRUCTION LIMITS TEMPORARY SILT FENCE ROAD CENTER LINE LIMITS EDGE OF PAVEMENT BEAM GUARDRAIL STEEL PIPE HANDRAIL WATER LINE STORM DRAIN SEWER LINE STREET LIGHT ASSEMBLY FIRE HYDRANT WATER VALVE STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE CONIFER TREE DECIDUOUS TREE ROCKERY SIGN WATER METER KEYED NOTES SURVEY CONTROL POINTS CATCH BASIN ID <o~,. ' ABBREVIATIONS AC ASBESTOS CONCRETE AD VERTICAL CURVE GEOMETRY VALUE ADA AMERICANS WITH DISABILITIES ACT AP ANGLE POINT APPROX APPROXIMATE BLDG BUILDING BVCE BEGINNING OF VERTICAL CURVE ELEVATION BVCS BEGINNING OF VERTICAL CURVE STATION CB CATCH BASIN CDF CONTROLLED DENSITY FILL Cl CAST IRON CIP CAST IN PLACE CJ CONSTRUCTION JOINT ~ CENTER LINE CL CLASS, CENTER LINE CLF CHAIN LINK FENCE CLR CLEAR CMP CORRUGATED METAL PIPE co CLEAN OUT COMM COMMUNICATION CONC CONCRETE CPEP CORRUGATED POLYETHYLENE PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTJ CONTROL JOINT CTR CENTER CY CUBIC YARD DI DUCTILE IRON DIA DIAMETER DWG DRAWING OWL DOWEL E EASTING, EAST ECC EXTRUDED CONCRETE CURB EF EACH FACE EL, ELEV ELEVATION EOP EDGE OF PAVEMENT ESC EROSION AND SEDIMENTATION CONTROL EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EW EACH WAY EX, EXIST EXISTING K LB LF LP LT LWD MAX MH MIC MIN MJ N NE NO NTS NW oc OD OHW ORN PSE PVI PVC R RCP RJ ROW RT s SD SDMH SE SHT SIM ss SSMH STA STD SW VERTICAL CURVE GEOMETRY VALUE POUND LINEAR FEET LOW POINT LEFT LARGE WOODY DEBRIS MAXIMUM MANHOLE MANUMENT IN CASE MINIMUM MECHANICAL JOINT NORTHING, NORTH NORTHEAST NUMBER NOT TO SCALE NORTHWEST ON CENTER OUTSIDE DIAMETER ORDINARY HIGH WATER ORNAMENTAL PUGET SOUND ENERGY POINT OF VERTICAL INTERSECTION POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE PIPING RESTRAINED JOINT RIGHT OF WAY RIGHT SLOPE, SOUTH STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SHEET SIMILAR SANITARY SEWER SANITARY SEWER MANHOLE STATION STANDARD SOUTHWEST FL FLANGE SWPPP STORMWATER POLLUTION PREVENTION PLAN FOW FACE OF WALL TESC GALV GALVANIZED TOG GV GATE VALVE TYP HK HOOK VA HMA HOT MIX ASPHALT VERT HORIZ HORIZONTAL vc HPA HYDRAULIC PROJECT APPROVAL WDFW ID INSIDE DIAMETER WSEL IE INVERT ELEVATION MATERIALS LEGEND (TO BE COMPLETED) l =-= STREAM BED GRAVEL (SECTION) C I CRUSHED SURFACING (SECTION) ~-I CJ CONCRETE I' EXISTING CONCRETE L __ ._J CJ EARTH (SECTION) I -_J LJ r-- l ·-_J TEMPORARY EROSION AND SEDIMENT CONTROL TOP OF GRATE TYPICAL VAULT VERTICAL VERTICAL CURVE WASHINGTON DEPARTMENT OF FISH AND WILDLIFE WATER SURFACE ELEVATION STEEL (SECTION) GRAVEL BACKFILL (SECTION) CONTROLLED DENSITY FILL HMA (PLAN) HMA (SECTION) GENERAL NOTES 1. ALL WORK AND MATEf1IALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARDS SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 2010, AND AS AMENDED BY THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS AND THE CONTRACT SPECIAL PROVISIONS. 2. ALL WORK WITHIN THE SITE SHALL BE SUBJECT TO THE INSPECTION OF THE CITY ENGINEER OR DESIGNATED REPRESENTATIVE. 3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE CITY ENGINEER FOR A PRE-CONSTRUCTION MEETING. 4. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. PRIOR TO ANY SITE CONSTRUCTION THAT INCLUDES CLEARING OR GRADING, THE SITE CONSTRUCTION LIMITS SHALL BE LOCATED AND IDENTIFIED BY THE CONTRACTOR'S PROJECT SURVEYOR AND APPROVED BY THE CITY. 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HERE ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID UTILITIES. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION CENTER ( 1-800-424-5555) 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AND OBTAIN ON-SITE UTILITY LOCATIONS. 7. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY THE CITY OF RENTON. SEE APPROVED PERMITS AND PERMIT REQUIREMENTS IN PROJECT SPECIAL PROVISIONS. 8. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN ORDINARY HIGH WATER (OHW) MARK WILL BE LIMITED TO JUNE 15 THROUGH AUGUST 31. 9. CONTRACTORS SHALL BE RESPONSIBLE FOR PREPARATION OF TRAFFIC CONTROL PLANS. CONTRACTOR SHALL SUBMIT PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. 10. FOR TRENCHING REQUIREMENTS SEE CITY OF RENTON STANDARD DETAILS B063, B077, H032, AND H032.1. SEE DETAIL __ , DWG _ FOR MAX PAY WIDTH FOR TRENCH BACKFILL. 11. UNDERGROUND WATER LINE BENDS AND BLOCKINGS NOT SHOWN. SURVEY CONTROL POINTS POINT DESCRIPTION NORTHING EASTING ELEV & ! xx.xx xx.xx xx.xx . & . ,_.';:_-,.,._ ';,, <· '_ .. ,' xx.xx xx.xx xx.xx .. --·--., ..,, ' B .... _ ·- -:it,:.~ .. ffi >.t,. xx.xx xx.xx xx.xx - ' ffi / xx.xx xx.xx xx.xx ' ·; & xx.xx xx.xx xx.xx • .. HORIZONTAL DATUM: NAO 83/91 BASED ON CITY OF RENTON CONTROL POINT 60 WHICH IS A MONUMENT IN A CASE AT THE NORTH QUARTER CORNER OF SECTION 19, T23N, R5E LOCATED AT THE INTERSECTION OF HARDIE AVENUE SOUTH AND SW 7TH STREET AND CONTROL POINT 754 WHICH IS A MONUMENT IN A CASE LOCATED AT THE INTERSECTION OF SW 7TH STREET AND SENECA AVENUE SW. VERTICAL DATUM: NAVO 88 BASED ON CITY OF RENTON CONTROL POINT 1854 WHICH IS A MONUMENT IN A CASE LOCATED AT THE INTERSECTION OF SW 7TH STREET AND OAKSDALE DRIVE SW. ELEVATION = 19.65' NOTES: ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN OCTOBER AND NOVEMBER, 2011, UNLESS OTHERWISE INDICATED. SECTION INDICATOR DRAWING ON WHICH SECTION IS CUT (C1 ): .,,----.,--SECTION LETTER A C2 DRAWING REFERENCE NUMBER ON WHICH SECTION APPEARS _J DRAWING ON WHICH SECTION APPEARS (C2): SECTION SECTION LETTER DESCRIPTION (OPTIONAL) SCALE: XX A C1 DRAWING REFERENCE NUMBER ON WHICH SECTION IS CUT DETAIL INDICATOR DRAWING ON WHICH DETAIL IS REFERENCED (C1 ): ,,--._,--DETAIL NUMBER C2 DRAWING REFERENCE NUMBER ON WHICH DETAIL APPEARS DRAWING ON WHICH DETAIL APPEARS (C2): DETAIL DETAIL NUMBER DESCRIPTION (OPTIONAL) SCALE: XX DRAWING REFERENCE NUMBER ON WHICH DETAIL IS REFERENCED __J ~ I--N l~ ~ 0 ,., ~ SURVEYED; LJESIGNED e-------------------,----------------,--,-----------------,---,------,---,--;;;;=c-----,;:;SC:;;-;ALEC--,A-S -N-OT_E_D-,--HOR-&°o\-T\5:..-'.tf-,~"-,,h-\~l-ss,--.--------------,-----S-W-7-th_S_T_/_N_A_C_H_E_S_A_V_E_S_W ____ -----,'MD5_Tffi';=1-4-/=2-o-1~3---< ~ro SAIC Energy, Environment & CITY OF ~ Infrastructure, LLC STORM SYSTEM IMPROVEMENT PROJECT ::~:soc, :::) JF DRA.WN; ABG MSG 3/29/2013 MSG CHECKED: MSG BY DATE APPR APPROVEIJ: MSG 1001FourthAve,Ste2500 I CNEiNcH I DATUM RENTON t-ccoRA=w,='"=No--iU) Seattle. WA 98154 PERMIT SUBMITTAL ,r ,uLL swE G 2 1- (206) 695-4700 REVISION 5["~0 :,~~~!,%~:r Planning/Ouilding/Public Works Dept. LEGEND AND ABBREVIATIONS rc=~~-1 -=::::'. NO. SHEET, 2 OF; 1 6 ..:::::: 0::: W·· ~~~~-~-~~~ a.. ,,•ty ot Renton rianrnng Division ,Ji 11,1 I d iUJj u C 0 " Q_ -, 302 ~ 1-----------~ N N w' = _;,·.,: .. Vashon Island Lynwood Edmonds/ Elliott Bay SEATTLE Bothell Kent ) ( 167 405 Kirkland _LO_C_AT_IO_N_M_A_P ___ (;\\ SCALE: NTS '®/ ® SAIC Energy, Environment & Infrastructure. LLC 1001 Fourth Ave, Ste 2500 Seattle. WA 98154 (206) 695-4700 Redmond Issaquah I I '- P-1 Forebay ~. SCALE: 1 "= 1 ooo' --------------- Sheet List Table G2 G3 C1 C2 IC3 C4 C5 C6 C11 L1 L2 LEGEND AND ABBREVIATIONS TEMPORARY SEDIMENT AND EROSION CONTROL PLAN, NOTES AND DETAILS PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE PLAN AND PROFILE STRUCTURE SCHEDULE • EXISTING UTILITY DATA CIVIL DETAILS AND SECTIONS OUTFALL LANDSCAPE AND RESTORATION PLAN - LANDSCAPE RESTORATION DETAILS ------------··-----····---··---~----" ~------~,(---~~-----_!.~ C2 C3 / \ \ \ \ \ •, I I l I ' ! C4 C5 I 1-- f: C6 C7 I ,I Ii I s:1 cnl ~! <CJ "O c, :.::ii I ! PLAN AND PROFILE SHEET LAYOUT SCALE: 1 "=500' '1 _I l_ -~ [J _J ~ 1----,------,-----,--:SC:URC:SEYC:EDC-, -------,:S::::CAC::LE-, -----,-------,----------------~-------------------------------.-cDCCAT7E,-------, ~ ~==~========================================:=====~========:====: CESIG"m AS NOTED HOR;1'tJ\'.;:'''N~~'j,k~%m CITY OF SW 7th ST/ NACHES AVE SW 5/14/2013 (D r :G RENTON STORM SYSTEM IMPROVEMENT PROJECT f-:::-::N:0 _',o~----, ~ ONE INCH DRAWN: PERMIT SUBMITIAL MSG 3/29/2013 MSG CHECKED 1-------j---------------------f---~-~---i---~ MSG REVISION BY DATE APPR NO. APPROVED MSG AT FULL SCALE G 1 1-- s~,,~0:c~~~~~~:, Planning/Building/Public Works Dept. COVER SHEET "-=::::: ~HEET: 1 OF· 1 6 ..:::::::: 0::: w ~~-~~-~~-~-~~C.. City of Renton Planning Division ,HIN 1 ~ LUI] ~ / CL / 6 / ~ / z / 8 / z 0 vi 0 [;j n z "' " a 0 .c Q_ " '2 0 cc ·o C 0 i= u -" Q_ /, /· / \ ~ .;;1------~ N N '" 0 ~ cc -..-i: ~ i . TEMPORARY 48-INCH BYPASS PIPE SECTION STREAM BYPASS HORIZ SCALE: 1 "= 1 O' _ILERT SCALE: 1"=2.5' SAIC Energy, Environment & Infrastructure, LLC 1001 Fourth Ave, Ste 2500 Seattle. WA 98154 @ (206) 695-4700 CB 15.00' UTILITY EA\lEMENT PER\PLAT ---··-- GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 2. THE BOUNDARIES OF THE CLEARING LIMITS, WHEN EXTENDING BEYOND CITY RIGHT-OF-WAY, SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF HIGH VISIBILITY FENCE PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS, OR CITY RIGHT-OF-WAY SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. WORK ASSOCIATED WITH THE TEMPORARY STREAM BYPASS AND TREE PLANTING MITIGATION AREA (SEE SHEET L1) MAY EXTEND OUTSIDE THE CONSTRUCTION LIMITS, BUT SHALL BE KEPT TO THE MINIMUM NECESSARY TO COMPLETE THE WORK. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 4. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE !_~MEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 7. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN ( 15) DAYS. 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT (48) HOURS FOLLOWING A STORM EVENT. 9. 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 PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL JS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 11. NO STOCKPILING/STAGING WILL BE CONDUCTED WITHIN THE RIGHT OF WAY OR CITY OWNED SITE. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ITS OWN STOCKPILE/STAGING AREAS. 12. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY OR AS DIRECTED BY THE CITY. FLUSHING OF STRE[rs WITH WATER WILL NOT BE ALLOWED. 13. IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY REQUIREMENTS, WASTEWATER FROM CEMENT CONCRETE MASONRY, OR ASPHALT CONCRETE CUTTING, OR POURING OPERATIONS SHALL NOT BE DISCHARGED INTO STORM DRAINAGE SYSTEMS OR SURFACE WATERS. IMPERVIOUS SURFACES CONTAMINATED WITH SEDIMENT FROM GRIT AND CUTTING, PLANING OR PULVERIZING OPERATIONS SHALL BE VACUUM-CLEANED TO PREVENT CONTAMINANTS FROM ENTERING THE STORM DRAINAGE SYSTEM OR SURFACE WATERS. 14. CATCH BASIN INSERTS SHALL BE PLACED AT ALL CATCH BASINS ALONG PIPE ALIGNMENT. SEE DETAIL 1, THIS SHEET. _,.,._-,.-- GRATE RETRIEVAL SYSTEM GEOTEXTILE . -------/ ' 5" TRIM GEOTEXTILE STORM DRAIN BYPASS NOTES 1. ALL STORM DRAIN TRENCHING ACTIVITIES SHALL BE PROTECTED FROM SURFACE WATER BY INSTALLATION OF TEMPORARY STORM DRAIN SYSTEM BYPASSES. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING STORM DRAIN BYPASS PLAN NEEDED TO PROTECT WORK AREA. ALL BYPASSES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE APPROVED PLAN. STREAM BYPASS CONSTRUCTION NOTES (D THIS DRAWING PRESENTS A PRELIMINARY STREAM BYPASS PLAN NECESSARY FOR PERMIT APPROVAL. THIS PLAN REPRESENTS THE MINIMUM WORK NECESSARY TO PROTECT THE WORK AREA AND CONTRACTOR IS RESPONSIBLE FOR DEVELOPING FINAL STREAM BYPASS NEEDED TO PROTECT WORK AREA. (D CONTRACTOR TO INSTALL TEMPORARY 48-INCH (SMOOTH INTERIOR) PIPE FOR STREAM BYPASS. PIPE INLET SHALL BE WITHIN EXISTING CULVERT AND MATCH BOTTOM INVERT AT OUTLET. PIPE OUTLET TO BE DOWNSTREAM OF WORK AREA. CONTRACTOR TO INSTALL SANDBAG COFFERDAMS AT PIPE INLET AND OUTLET AT APPROXIMATE AREAS SHOWN. COFFERDAMS SHALL HAVE 2 HORIZONTAL TO 1 VERTICAL SIDE SLOPES AND BE 2 FT WIDE AT TOP OF BERM. MINIMUM HEIGHT OF BERM SHALL BE 5 FEET AT INLET AND 4.5 FEET AT OUTLET. CONTRACTOR MAY REQUEST ALTERNATIVE MEANS OF CREEK BYPASS. CAPACITY OF ALTERNATIVE BYPASS MUST BE MINIMUM OF 86 CFS WITH 0.5 FT FREEBOARD. (D CONTRACTOR SHALL CAPTURE AND SAFELY REMOVE AND RELOCATE FISH WITHIN THE TEMPORARY DIVERSION AREA IN ACCORDANCE WITH THE HPA REQUIREMENTS. PRIOR TO INSTALLING TEMPORARY BYPASS, CONTRACTOR SHALL OBTAIN A WASHINGTON DEPARTMENT OF FISH AND WILDLIFE (WDFW) SCIENTIFIC COLLECTING PERMIT PER SPEC SECTION 1-07.6 AND INSTALL FISH BLOCK NETS AND HAND NET FISH FROM WORK AREA PER PERMIT REQUIREMENTS. CONTRACTOR SHALL HAVE A QUALIFIED BIOLOGIST CAPTURE AND SAFELY MOVE FOOD FISH, GAME FISH, AND OTHER FISH LIFE FROM THE JOB SITE. CAPTURED FISH SHALL BE IMMEDIATELY AND SAFELY TRANSFERRED TO FREE-FLOWING WATER DOWNSTREAM OF THE PROJECT SITE. (D REMOVE AND DISPOSE OF EXISTING ABANDONED TYPE 1 CATCH BASIN BASE LOCATED IN STREAM (IN ORDER TO INSTALL COFFERDAM). APPROX EXISTING GROUND GRATE I MAX I FINISHED GRADE (CULVERT FACE) -----···-· -------------------------- NEW 60" OUTFALL ---------·--·· . -- SURVEYED: >---+----------------+---t-----t----i DESIGNED JF DRAWN: ABG PERMIT SUBMITIAL MSG 3/29/2013 MSG CHECKED, >---+--------------~+---+-"-~--t----i MSG REVISION NO. BY DATE APPR APPROVE[) MSG FRAME '<l < ' ' <l ' •.', . ', ', J ]EDIMEITT ,:'.s (?1~1~i~ .,,{ FILTERED WATER DETAIL CATCH BASIN INSERT SCALE: NTS SCALE: AS NOTED I um: INCH I AT FVLL SCA'...E IF NOT ONE INCH SCA!..£ ACCORDINGLY VCRTICAI.: NAVO 1988 HORIZONTAL, NAO 1983/1991 • < 'l1 ' NOTES: 1 . PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 31 2500. 2. SIZE THE CATCH BASIN INSERT FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 3. THE CATCH BASIN INSERT SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 2.5 0 2.5 5 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE INLET DEVICE WITHOUT SPILLING THE COLLECTED MATERIAL. 1 "= 2. 5' ~~iiiiiiiiii~~~~iiiiiiiiiiiiiiiiiiii CITY OF RENTON Scale Feet 10 5 0 10 20 1 "= 1 0' ~~iiiiiiiiii~~~~iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil Scale SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT Feet DAIE· 5/14/2013 FiELOBOOK: PAGE: Df<Al'IING NO: Planning/Building/Public Works Dept. TEMPORARY SEDIMENT AND EROSION CONTROL PLAN, NOTES AND DETAILS SHEET: G3 OF: 3 16 CL ~-----~-------------------~-----------~~--------------~-~--~-~-----~----~----~~----------__l--------------~-~~~-~_1,-~.::__.,._:_::...j _J ~ I--~ ca :::> Cf) I--~ 0::: w 0.... City of Renton F'lann,ng Division 0' -6 ":i u:: ~ 30 FROM STA 1 o+oo TO 14+00 SCALE: 1 "=20' ------------· GENERAL NOTES 1. ALL WORK SOUTH OF MANHOLE #1 SHALL BE WITHIN THE NACHES AVE SW RIGHT-OF-WAY. ALL WORK NORTH OF MANHOLE #1, EXCEPT FOR THE STREAM BYPASS, REMOVING ABANDONED EQUIPMENT, AND TREE MITIGATION PLANTING, SHALL BE STRICTLY WITHIN THE CONSTRUCTION LIMITS. WORK ASSOCIATED WITH REMOVING ABANDONED EQUIPMENT AND THE TEMPORARY STREAM BYPASS MAY EXTEND OUTSIDE THE CONSTRUCTION LIMITS, BUT SHALL BE KEPT TO THE MINIMUM NECESSARY TO COMPLETE THE WORK. SEE SHT G3 FOR THE TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND TEMPORARY STREAM BYPASS. WORK ASSOCIATED WITH TREE MITIGATION PLANTING SHALL BE WITHIN THE TREE PLANTING MITIGATION AREA SHOWN ON SHT L 1. SEE ACCESS RESTRICTIONS FOR TREE MITIGATION PLANTING AREA ON SHT L 1. 2. TEMPORARY SHORING IS REQUIRED FOR ALL 60-INCH DIA SD WORK AND ASSOCIATED MANHOLES. MINIMUM SHORING TECHNIQUE SHALL BE USE OF TRENCH BOX. 3. CONSTRUCTION LIMITS SHALL BE FLAGGED WITH HIGH VISIBILITY FENCE. 4. WORK WITHIN THE ORDINARY HIGH WATER OF THE CREEK SHALL CONFORM TO THE APPROVED HYDRAULIC PROJECT APPROVAL AND SHALL BE COMPLETED BETWEEN JUNE 15, 2014 AND AUGUST 31, 2014. CONSTRUCTION NOTES (D EXISTING EQUIPMENT (ELECTRIC PANEL ENCLOSURE, POWER TRANSFORMER, STORMWATER PUMP STATION, AND CONNECTING UNDERGROUND UTILITIES) ARE ABANDONED. CONTRACTOR SHALL REMOVE AND DISPOSE OF ABANDONED POWER TRANSFORMER, POWER ENCLOSURE INCLUDING FOUNDATION SLAB AND THE TOP SLAB OF THE EXISTING ABANDONED PUMP STATION. CONTRACTOR SHALL FILL ABANDONED PUMP STATION WITH SAND UP TO 1 FOOT BELOW GRADE AND TOPSOIL TYPE A TO GRADE. IF ANY OF THE ASSOCIATED CONNECTING ABANDONED UTILITY LINES CONFLICT WITH THE NEW STORMDRAIN, CONTRACTOR MAY CUT, REMOVE, AND PLUG EXISTING PIPE. (f) EXISTING CHANNEL BANK IS ARMORED WITH ROCK. CONTRACTOR SHALL RESTORE THE BANK WITH EITHER ROCK SALVAGED FROM THE BANK OR NEW IMPORTED HAND PLACED RIP RAP, AS APPROVED BY THE ENGINEER. WILLOW WATILES SHALL BE INTERSPERSED WITH ROCK PLACEMENT IN ACCORDANCE WITH RESTORATION PLAN. @ FOR ALL EXCAVATION WORK WEST OF EXISTING SIDEWALK, CONTRACTOR SHALL STOCKPILE THE TOP 12 INCHES OF TOPSOIL SEPARATELY FROM THE SUBSOIL. AFTER THE PIPE IS INSTALLED AND BACKFILLED WITH BEDDING MATERIAL CL. ~---~----,,,, •• ,,,,,.,,,., ••••• ,. ,,, •• ,, ,,,, .......................... . AND NATIVE SUBSOIL, THE SEPARATELY STOCKPILED TOPSOIL SHALL BE REUSED AND PLACED AT THE SURFACE. TO PRESERVE THE MICROBIAL PROPERTIES OF THE TOPSOIL. THE TIME THAT IT IS STOCKPILED SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT. IN ADDITION, THE TOPSOIL SHOULD BE STOCKPILED IN BERMS NO MORE THAN 6 FEET WIDE AND 3 FEET HIGH AT A CONTRACTOR u C 0 :s "' c:' 0 m 25 ·--- . . ..... ' .... ' . ' ' ' 10 ___ o ________ · ___ · __ :_:. ·: _· · .. _::. ·_: ·.· .. _____ : __ :_: ·: :_:_: _____ :_:_·_:_,_:_:: ·: · _ _.: :_, :_:_:_:_:_:_._: ._: : __ : -__ :_:: :_:_: __ :: :_:_:_: :_:_._::: :_:_:_' ___ :: :_::: ·_._: ___ ::::: _·_:, :_: :_:_:_:_._·_:: :_: __ :: :_.::, ·:: . __ :_: :_._:_._::: :_::: :_:_:: :_·_:_:_:: :_:_: ·_:_·_: __ : __ :: : _ _; :_: : __ · __ :_:.: ._:_ :_._::: :_:::. :.: ·: :_:_·: :_: ____ :_. __ :_:_:_: :_: __ : __ : ___ : :_· :_:_: ____ ·_: ·: :_: __ J_:_: ._: :_:: :_.J_ ______ o ______ _ 10+00 11 +00 12+00 13+00 14+00 PROFILE 20 10 0 20 40 5 OBTAINED SITE. AFTER BACKFILLING AND TOPSOIL REPLACEMENT, AT A MINIMUM, THE TOP 18 INCHES (REPLACED TOPSOIL/SUBSOIL) WILL NEED TO BE IN A DECOMPACTED STATE. IF NECESSARY, THE SOILS WILL NEED TO BE RIPPED TO A DEPTH OF 18 INCHES. @ EXISTING GAS TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION. @ CONFLICT WITH EXISTING SD. NEED TO CONFIRM SD CAN BE ABANDONED. @ REPLACE MANHOLE AND CONNECT NEW 72" DIA SD. (j) TREE TO BE REMOVED (TYPICAL OF 6). TREES TO BE REMOVED SHALL BE DOWNED WITH ROOTWAD INTACT AND POSITIONED IN AN UPLAND LOCATION ADJACENT TO THE CONSTRUCTION LIMITS WITHIN THE CITY OF RENTON PROPERTY TO ACT AS DOWNED WOOD AND SUPPORT TERRESTRIAL HABITAT FUNCTIONS. THE UPPER HALF OF EACH TREE MAY BE CUT IF NEEDED TO REPOSITION TREES. ALL TREES NOT SHOWN TO BE REMOVED SHALL BE PROTECTED. @ EXISTING WATER METER ASSEMBLY AND EXISTING WATER CONTROL VALVE (FOR IRRIGATION SYSTEM) TO BE RELOCATED TO LOCATION DESIGNATED BY ENGINEER. ® REMOVE AND DISPOSE OF EXISTING ABANDONED TYPE 1 CATCH BASIN BASE. CUT AND PLUG EXISTING 3-INCH PIPING AT FACE OF ROCK BANK. PLUG PIPE WITH CONCRETE. _J ~ 1---------, FROM STA 1 o+oo TO 14+00 HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' 1 "= 2 0' ~~iiiiiiiiii~11111111111111111111111111~iiiiiiiiiiiiiiiiiiiiiiiiiiiiii Scale Feet ~ 1 "=5' 2 ·• 5 iiiiiiiiii~01111111111111111111111111111111111111115!'.iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii10 Scale N c-i Feet e-------------------------,-------------,----,-------------------,--,----,--,--:::-:::c=;:--------,=----,------,---------------,------__j_----------------,=c--------j- suecmo SC,CE,AS NOTED HOR~~i~~,N~~vi,117199' SW 7th ST/ NACHES AVE SW DAs';14/2013 ~ SAIC Energy, Environment & CITY OF. LL.I Infrastructure, LLC 1----+---------------i------t--------t--o,socNrnJF STORM SYSTEM IMPROVEMENT PROJECT '""000 ' :::::> 1001 Fourth Ave, Ste2500 oe.;wN, ABG oNC ,NcH DATUM ··1 RENTON 1-c::=::=·"cC""C,c-o, ---i Cf) w Seattle. WA98154 PERMIT SUBMITIAL MSG 3/29/2013 MSG cH,cKrn AT ,uu. scse, C 1 I-- : (206) 695 ·4?00 f-N-0-.1----------REV-IS-IO-N------i--B-Y-i-~D~A-TE--i---A-PP-R APPRwc~SG s~A~0:,~~ci~~~Y Planning/Building/Public Works Dept. PLAN AND PROFILE f-,,=w~, -~0,~-1""" ~ MSG 4 1 6 ..:::::; -L--~~--L__ _______________ _J_ _________ __J___JL_ ___________ --1-_ _,__ __ _L_____c _____ .,___ ___ ---'-____ c___ _________ _L_ ____________ ,---,---,--,---,----',-----,-'--~O:::: w ~~~~~~-~~-~~a.. City of Flenton Piann1ng Division ,JIJN I 9 /IJlJ .:2 "- "' FROM STA 14+00 TO 17+60 SCALE: 1 "=20' \ ; •!<s .•!V,' .. • , '·. • l • • ' • ' • • 35 ...... ,. ,., ....... ,., .......... ,, -------- · · · · · · · · · · · · · · · · · · ·' · · · · · · · · 1 · · · · · · · · · · · · · · ~ 0 · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · i · · · ·, · h · · · • ,SW••·,·········,e'·······,···j ............. , ......... , ...... 1 ................... . 20 :::::::::,:::::::::,::::: w ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .........•......... :.,,,,,z :::::::::::::::::::::::::::::::,:::::::::::::::::::':::::::::::::::::::::::::::::::::::: ::::.:::::::.:::::::Ji. ' ' ' ' ' ' ' ' '""_J ' : : : : : : : : . : : : : : : : : : : : : : : : : :c : ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' ' ' : ' ' " ' ' ' ' ' ' : ' ' ' ' ' ' ' ' ' : ' ' ' ' ' ' ' ' ' : ' ' ' ' ' ' ' ' ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' : ' ' ' ' ' ' ' ' : ' ' ' ' ' ' ' ' : ' ' ' ' ' : : ' : : : : : : : : ' ' ' : ' ' ' ' ' ' ' ' ' : ' ' ' ' ' ' ' ' : ' ' ' ' . ' ' ' ' : ' ' ' ' ' ' ' ' ' : ' ' ' : ' . ' ' ' : ' ' ' ' : ·1 :c : : : : : : : : : : : : : : : : --_1_5~_ ·• · •.•. :.: · :.:. :·:·•·• .: .•. : ·•·•·:· •. : ·• .: .•.•. :·: ·: ~ I:·•·:.:.:.: ..... :.:.:.:.• •·•· •·• · · •· :.: ·:·:·)J!;t~·~i ¢H1b1t~~ ~ii1~ :6'f 0i.\~j~%..:.:. •· •·•·•·:·:·:· •·: .:.: ·•· :· :.:·:·:·•· •·• ·•·•·•·•·:·: ·•·: ·•·•·:·: .. !·:· .:.: ·•·::.: .: .•.•. :.: . • .:.: .. :.: ·•·• .:.:. :.: ·•· •. : .• ·• ·•·•·•·:·•· · :· : .•.•. :.: ·•·: .: .•. :.: .: ·•·:· · :·:.: .:. :·:·:·: .:. :.:.:.:·:·: •· •·\·: ·•· :·• ·:·:·:. •·•·• .:.:.:·: ·: .:.:. :·:.: ·: ·•· •·•·:·: ·•.· ~ : . :. : .: .: .:.:. •·• .:.:.:. :. : .:.:.:.:. ,--J~ .. ---- ::: : : : : : : : : : : : : : : : : : : : : : : : ~ : : : : : : : : : : : : : : : : : : : : : : :B·E·H·IN' D' '6, 0~ :PIPE' w' E: s' T •oF :NA•c·H:E·s :,;v·E)' : : : : : : : : : : : : : • : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ·: : : : : · : : : : : • : : : : : : : : : : : . : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . : : : : : : : : :.: ~ ; •• : • ; • : : : : '. : : : : '.: i ......... : ......... : ...... I"""'"'""'".:.... : '" ' '" " ... : ......... : ......... : ......... : ......... : ........ : ......... : ......... : ......... : ......... : .... ' .. : ......... : ......... : ........ """"'""""'I 10 10 ' . ' , .. ' .... : ...... ' . ' : ' . ' ...... : ' .. ' ' . ' .. : .. ' . ' ... ' : .. ' . ' . ' .. : ...... ' . ' : .. ' ...... : .. 5 . ' ... ' ' ' . ' ..... ' ...... ' .. 0 14+00 15+00 16+00 17+00 17+60 PROFILE _, f------------~ ~ FROM STA 14+00 TO 17 +60 HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' ~j "' ;; ~· SIJRVEYi::D; SCALE: ~- GENERAL NOTES 1 . ... CONSTRUCTION NOTES / NOTES TO CITY (D PRIVATE UTILITY IS A CONFLICT. UTILITY TO BE RELOCATED BY OTHERS. (D CONFLICT WITH STORM PIPE. CAN EXISTING STORM PIPE TAP INTO TRUNK LINE? @ CONFLICT WITH WATER LINE. RELOCATE EXISTING WATER IN THIS AREA. @ RELOCATE WATER LINE BELOW NEW TRUNK LINE AND ADD BLOW OFF VALVE. @ CONNECT EXISTING SYSTEM TO NEW MANHOLE. @ CONNECT EXISTING 60" DIA SD TO NEW VAULT. (j) THIS DESIGN RESULTS IN A CLEARANCE OF 5.5 INCHES WITH THE SS, NEED SPECIAL APPROVAL FROM WASTEWATER DEPARTMENT. @ REMOVE EX 30" SD. 5 2.5 0 5 10 1 "=5' Scale Feet 20 10 0 20 40 1 "=20' Scale Feet DATE: ~ -"' SAIC Energy, Environment & Infrastructure, LLC DESiGNE!J: AS NOTED JF VtRflCAL: NAVO 1988 HORIZONTAL: NAD 198.3/1981 CITY OF RENTON SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT 5/14/2013 FIELD BOOK; PAGE: 1001 Fourth Ave, Ste 2500 D!v\WN; ABG Seattle. WA 98154 PERMIT SUBMITIAL (206) 695-4700 MSG 3/29/2013 MSG CHECKE.lJ: MSG Ot\E INCH AT FULL SC,o.LE Ir NOT ONE INCH SCALE ACCQ[WINGLY Planning/1:.luilding/Public Works Dept. DRAWING NO PLAN AND PROFILE C2 SHEE[: OF: 5 16 /, NO. REVISION BY DATE APPR APPRovm ~ L __ _2~~---.1__ ________________________ .L. _______________ _1__L_ __________________ --'------'------'-----''----M_SG ____ ---'-------'--------'-----------------.1__--------------------,--,---,---·,---,-+-,::-,--'--=-j _J <( I- I--~ (0 ::J Cf) I--~ 0::: w a.. L:ity of Renton Planrnng Division o• -~ uJ -· ~ U- 0 z . , 35 I • • I • • I . '~ .. " . ' . . . . . . . . . . . . . . . VOL.. ·122. P 101 30 : : : : : : : : : 1·: : : : : : : : : : : : : : : : : . : .......... : . . .......... . ·-·----· ·:·:·: : .. : .... : .. : .. : .... ··:·• ::.: ..... :-:~ 20 : : : : : : : : : ~ : : : : •••• : : : : : : : : : •• () •• , • > ' •• : • ' ••• ' ••• : ••• ' ' •• ' • : • ' ••••• .11!1 ......... ,,,., ••••• ,.. ' . . . . . . . . . . I ......... : . • < •• , ••• " ' • .... ' . ' .. , ' l:'t.K f-'LA l FROM STA 17+60 TO 22+00 SCALE: 1 "=20' -1 .... ·W :·::::z .... "_j .. ' . ' ......... ' ... ' ' ' ' : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : "' U- 0 10 5 0 ~ f----------~ ~· 01 SAIC Energy, Environment & Infrastructure, LLC 1001 Fourth Ave, Ste 2500 Seattle. WA 98154 . . ' . . . . . . . . ' . ' . ' . ' . . .. ' . . . . . . .. ' ... . . . PROFILE FROM STA 17 +60 TO 22+00 HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' SURVEYED: f----j---------------------1---f------f---j DESIGNED: JF DRAWN: ABG SCALE; AS NOTED ONE INCH AT FULL SCALE VERTICAL: NAVD 1 988 HORIZONTAL: Ni\D HlEl-5/1991 10.00' -.JTILITY EASE"1::NT, PE I CITY OF RENTON 35 30 25 ·:·:·:·:·:·r· -·---- : : : : : ! 15 10 5 0 GENERAL NOTES 1. . .. CONSTRUCTION NOTES / NOTES TO CITY (D PRIVATE UTILITY IS A CONFLICT. UTILITY TO BE RELOCATED BY OTHERS. (D RELOCATE WATER LINE ABOVE NEW TRUNK LINE. (D REMOVE SD MH. EXTEND 30" DIA CONC SD FROM SOUTH TO NEW MH3 . © REMOVE 30" DIA CONC SD ALONG SW 7TH ST. 5 2.5 0 5 10 1 "=5' Scale Feet 20 10 0 20 40 1"=20' Scale Feet DATE: SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT 5/14/2013 Flc'.LlJEJOOK: PACE: DRAWING NO: (206) 695·4700 l---t-------'-P=E:..:.RMCC.:..:.IT-=.S..:.Uc:cB:..::M.:..:ITT...::Ac.:L=-------~...::M.:.:S:..cG-t3-'/~2_9_,_/_::2::_:0'--'1_::3+-'-M::_:S:_:G'-i CHECKECMSG IF NOT ONE INCi I SCALE ACCORUINGLY C3 SHEET: OF: 6 16 f NO. REVISION BY DATE APPR ,mm,m Planning/Building/Public Works Dept. PLAN AND PROFILE i't ___ =-=. __ __J_ __________________ ---1 ____________ L__l__ _______________ L__L_ __ _L _ _L_.'.'.':MS~G---_L ____ ___J_ __ .'::::'..._ _ ___J ___________ _l ______________ -,-,--,--,---,--J;:~~~j _J <( I- I--~ en :::::> Cf) I--~ 0::: w a.. City of ~lenton Plc1nninq Divi:;1on .lllfi I :) ,.u,:, 35 30 FROM STA 22+00 TO 26+40 SCALE: 1 "=20' ---· . . . ... -.. .. .............. -... -.................. ________ ,_, ___ .............. _,._ .......... ________ ...... --·-· .. ........ . . . . . . . . . . . . . . : : : : . : 1• . ' . ' ... ' : ....... : : i : : : : : : : : : : ' . ' . , . ' .. . . " ..... : ..... ' .. ' > ' " " ... :: : : : : : : : : : : : : : : : : : : : : : : : : : ... ::::~:g:!:::::::::i:::::::: ........... :·················· 35 30 25 25 ' . ' ....... ' : ·--·---------- f: u z 0 ,-z '" UC ff, .- C2 CL r--. ~ i . , . , . , ...1... W W W W W· W LLJ X · , · ' ' " · . · · ' • ' · · · " " ' ' · • ' ' · · · · · • · · · · · • · · · · · · · · · · · W .. " .. j " ••• ' i 20 . w :z .. ·_J '. a 1•::::::: :: : : : : : : : : : i::::::::: i::::::::: •::::: : : : • •:::::: • 1::::::::: •: •: •: •:: .. : •:::: •: • f: • • •:::: :/::::::::::::: •:: • •::::::: :: • • • •:::::::: •:::::: •:::::::::::: -................ ······· .... 1-· · .. · .. . ....... , .................... , ......... ···· ... , ......... ···· , · ·· · · · · · · · · · 22s· lF 'Go"¢ sro M bRi\1 · · · · · o · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · : • : ••• ~ : : •••••••• j •••• · · · · · • · · · · · · · · ·' · · · · · · · · ·' · · · · · · · · • ••.••.• ·:•":r .• ·•·•·•· .•.• ··: ........ :Ti •• ·: ···T·.: : : :. : j: > .• : : R :'::: ·N·:S:Q;. 61%: ::·:· : ••• : · :: ': •.• : : : : : ••.•• 15 . -.... ' ' ... ' ' ' ... ' ... ' .. ' . . . . . . . . ' ' .... ' .. ' ............. : . " . ' : : : : : '. : : : : : : : : : : ' . ' .. ' ' ' ' ' .. ' . ' .... . 1 • • • • • • ' •••• ' •• : ••••••• ' ' : • ' • • • • • • • • " • ' • ' ••• : ' ' • ' ••••• : ' " • ' •••• ' ••• ' ' • • • • 5 . . .............. -..... _ ............................ , ........................................ ,. . . 0 PROFILE FROM STA 22+00 TO 26+40 HORZ. SCALE: 1 "=20' • • • • i . . • • ! . . . . . : ~~ f---------~ VERT. SCALE: 1 "=5' " "-i SURVEYED: SC"-E 20 15 GENERAL NOTES 1. ... CONSTRUCTION NOTES / NOTES TO CITY (D PRIVATE UTILITY IS A CONFLICT. UTILITY TO BE RELOCATED BY OTHERS. (j) RELOCATE WATER LINE ABOVE NEW TRUNK LINE. Q) CONFLICT WITH EXISTING STORM DRAIN. HOWEVER PROPOSED WATER QUALITY IMPROVEMENTS (FILTERRA SYSTEM) NOT SHOWN. CB'S AT INTERSECTION TO BE REDIRECTED AND DESIGN WILL BE SHOWN IN FUTURE SUBMITTAL. @ SEWER IS ABANDONED NORTH OF STORM DRAIN CONFLICT. REMOVE EXISTING SS MH AND PIPE AND PLACE NEW MANHOLE SOUTH OF NEW TRUNK LINE. 5 2.5 0 5 10 1 "=5' Scale Feet 20 10 0 20 40 1 "=20' Scale Feet D1\TE: ,0 0 .c" SAIC Energy, Environment & Infrastructure, LLC H---------t--t-----t----i-----__J l------t-------------------+-------1-----+---__j DESIGNED; JF AS NOTED VEllTICAL: NtND 1988 HORIZONTAL: NAO 1983/Hl91 CITY OF RENTON SW 7th ST I NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT 5/14/2013 FIELDBOOK: PAGC:: g 1001 Fourth Ave, Ste 2500 DRAWN: ABG DRAWING NO: C4 SHEET: OF: 7 16 _J ~ I--~ ca :::::> Cf) I--~ 0::: w a.. Gity of Renton Plar1nin9 Division ---·····-·--------- 35 2 'l ,_, l~ l· f'UJ} ,F'J .''J .. : .... J:.i ~ VO, BB, P. 80 PLAN FROM STA 26+40 TO 30+80 SCALE: 1 "=20' --~--.-.. -. -. '.-.-.. ~ .. -.. -.. -.. -:--.·-:: .-.-.. :____;_.;.: ~:~~ ~: :----:--:-: ~:~~ . . ... ' ... " . ' . ' ' ' . . • ' ' ' •••• : • • • • • • ' • : • ' ••• ' • < • : ••• " ••• ' • : • ' • ' ••••• : ••• ' ••• ' • ' " •••• • • > •• ' •• ' •••• ' • ' •••••• ' ••• ' •••• ' ' •• ' • ' • ' ' •• ' ' ' • ' ' ••• ' •••••••••••• ' ' . . . . ' . ' ... ' . , ...... ' .. ' . ' ... ' ... ' . ' .. ' ...... ' ... ' .. ' ...... ' .. ' ' . ' . ' .. . . . ' " . : ' ..... ' . ' : ' . ' ............... -: .... ' .. ' . : .. ' ' ' . ' ... ' .... ' JO' • • ,\ ocJj r~nul .. -!J 'A Jf 'Ji =~ ~; JJ :lJ . --~) . • Fli . \ • I .. ---1_5 _______ .· .. · .. · .. · .. · .. ·. ul-.1.300 · .. ':F..:60''.><:.STORM:.DRA._ IN:.s..:o .. 0.6%1 .. :.:.:.:.:.:.:.:.:.: .. :.:.:.:.:.:.:.:.:.: .. : .. :.:.:.:.:.:.:.:_.:.:.:.:.:.:.: .. :.:_.::.:.:.: :.:.:.:.:_.:.:.:.:.:.:.: .. :._.:.:.:.: ..... : ......... : ......... : ......... : ......... : ...... ·.:.:.:_.:.:.:.:.:.:.:.:.:.'.· .:.:.:.:.:.:.:.:3:0·0··:,:F: '50' ;,~ .. s'r'a'R',;.:D·R·A:I~' :; __ :.o· :0:6:%·.:.:_.: :.: :.: :.: ::a.:.:_.: .. : ... :.:.:.:.:.l.:UI-L. VJ ••••••••••••.•••• , •••••..•• ,,:···················:···········••,,····:····•····,·····•••·;············· L 'II IVI Pi ..:> :: : .~ .• =::••• ::i_:::• :::_._._ .• _._: __ •:_._ •.•.•. i.·.········:····························:··············:·:········· :_:_•.•_:_:_:_: .•.•.•.•.•.•. 1.:_=_1 •. •.•.•.•.•.·.•.•.•.:.: .•. : .•••• : •• ::·••••:•••·•·•••i:::::::::::::::::::•::::::::.i::::···••1•••::•:••i •• :::::::•:: ••••••• ::.::::.1:i:•:::::::::••••••••1•~-:•••• ·o C 0 . • . , , .... • . , , , • , .. , .. , ... , .. , . • .. , ......... , ......................... , . , ......... , . , ......... , ................ , .. : ......... I . • ... • . • . .. ... ... . . . :·· . . ' . ' ......... ' .. ' ........... ' .. " . ' . ' . ' . ' ... " .. ' .. ' ... ' ..... ; . ' ... ' ... : .. ' ...... : ' ' . ' . ' . ' . : . ' . ' ' ..... ' ' . ' .. " ..... ' .......... " . . ... " .... ' ...... " ........... ' .. 5 .. ' ~ ..... ' ' ' . . . ; ....... ' ' : .. ' . ' . ' ' : . ' ... " ... : ..... ' ... : ' . ' ' ' .. ' ' : ' ...... ' . : . ' . ' ... ' . : .. ' ...... : .. ' . __ _2 __ ·: • : : -: · .L .. • · • : _: _: J>_:_ -· : :_ : : : _: : :_ 21 +oo · -.:.: • : · _: _: _: :_ .. .:.. -__ : ____ :_: · -· --: -• :J _ :_: --28+00 · : : .• -• : : : _: : : :..:. : _: • _ : : :_: : .. __ : ____ :_: : __ : · _:_ --• : .• 29+00 _: _: __ : : • • • -• : _: : -_: ·: 1 _: : : • : : : : : 3o+oo ic ~ ;2 f---------~ N i-.i ,0 5 " -.. •> SAIC Energy, Environment & Infrastructure, LLC PROFILE FROM STA 26+40 TO 30+80 HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' SURVEYc.0: f---f--------------------i---i------i----i DESIGNED: JF DRAWN: ABG ,.:;· 1001 Fourth Ave, Ste 2500 ; Seattle. WA 98154 f---t--------P_E_R_M_IT_S_U_B_M_ITI_A_L _____ -i-M_S_G-i-3~/_2_9~/_2_0_1_3-i-M_S_G--i cHecKrnMSG SGALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. 20 15 10 5 GENERAL NOTES 1. ... CONSTRUCTION NOTES / NOTES TO CITY (D PRIVATE UTILITY IS A CONFLICT. UTILITY TO BE RELOCATED BY OTHERS. (j) CONFLICT WITH EXISTING STORM DRAIN. HOWEVER PROPOSED WATER QUALITY IMPROVEMENTS (FILTERRA SYSTEM) NOT SHOWN. CB'S AT INTERSECTION TO BE REDIRECTED AND DESIGN WILL BE SHOWN IN FUTURE SUBMITTAL. @ SEWER FROM STATION 29+60 TO 35+ 70 IS IN CONFLICT (APPROXIMATELY 600 FEET). OPTIONS WILL BE EVALUATED IN THE NEXT PHASE. OPTIONS INCLUDE: (i) RELOCATE SEWER TO APPROXIMATELY THE ALIGNMENT OF THE EXISTING WATER LINE AND RELOCATE THE WATER LINE NORTH OF NEW TRUNK. (ii) USE MANHOLE AND CARRIER PIPES TO ALLOW SEWER TO CROSS THROUGH NEW TRUNK. (iii) RELOCATE TO THE SOUTH SIDE OF NEW TRUNK UNDER THE SIDEWALK AND REQUIRE ALL PRIVATE UTILITIES TO RELOCATE. (iv) HAVE TIE IN WITH EXISTING 60" SD AND REPLACE IT WITH 84" PIPE OR CONCRETE BOX CULVERT. (D EXISTING RR CROSSING. CITY TO REMOVE CONCRETE PANELS AND TRACKS. BNSF TO RESTORE. 5 2.5 0 5 10 1"=5' Scale Feet 20 10 0 20 40 1 "=20' Scale Feet DATE: SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT 5/14/2013 FIELOBOOK: PAGE: DRAWING NO: PLAN AND PROFILE cs SIIEET: OF: 8 16 ," (206) 695-4700 NO. REVISION BY DATE APPR WPRoam ~ L_ __ _:__~:...:::_ ___ 1--________________________ _,__ _______________ _,__~-------------------~------~----_M_SG __________________ ~----------------'---------------------,-,--,--,--,--,--,=-,'-"--1 _J <( I- I- ~ en ::::) Cf) I--~ 0::: w a_ r I I -··-·~~---1-J I City of fl,,:1ton Planninq Ui1.1; ,1n11 35 25 • \lf'l I u. --' ----.~---------------- G6] ..... ·J ,"t:! N~l"/5902.40 [:::,:1295502.4)) ELLV.=0 2:3.39 ' . ,, ... ' . ' ' . . . . . . . . . . . . . . . .. ' ...... . UJ I:::::::::,::::: : : . . . . PLAN FROM STA 30+80 TO 35+20 SCALE: 1"=20' !I.# 182505-92/0 HAHPE:H O J & HC.SStF.. MA[ /OD SW /Tf I Sl . ' .... ' ... ' .. ' ... ' ... ' ... ' ... ' .. ' .. ' . ' . ' ..... . . ' ........ ' ....... ' ... ' ..... ' ... " ......... ' ' .. ' ' . ' ' • • • • • • • • • • • • • < • • • • • • • • ' • • • • • • ' • • • • • • • • • • • • • • • • . ' .... ' . ' ......... ' . ' .......................... . ........ ' . ' . ' ' ' ' ................. ' ..... " . ' ... ' . ' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . ' ' . . . . . . . . . . . . . ' ' . . . . . . ' ' ' .. ' ..... ' . ' ......... ' . ' ..... ' . ' . ' . ' .. . ..... ' ..... ' . ' ... ' ......... " ' ' ...... ' .. ' . . .. . . ' 8 20 ...... UJ , ........ : . . . . . . . . . . .... , ... : ....... : : ; : : : : : : : : : : : : : : : : : : : : : : · · · · · · · : · · · · · · · · · : · · · · · · · · · · · · · · · · · · · : · · · · · · · · : · · · · · · · · · · · · l ------·--.. : >: <:if;·,:-::::::: : : : : -: :·: ·: . ·: ·: : : :·: : . : : •. :· : :·:: :· : ' : i·: :·: ·:·' i:':.::·:: :·:·:· :·::·::· ·:·: :·:·:.: :: : ·.·:· : ::·: :::·: :.·: :: :·:: :. : : : :·:.: ,,' : : : ::,':::::: : : : : : : :, : .. --8 ,,,,,,UJ .. ,,, .... ; ......•.. I • • I • I • • I 35 30 :: : : : I 25 ........... r·-·-·-·-·---- • • • • • I ' 20 § ::::::z -:-:::.::::·.... :::::::::::::::::::::::::::::::::::::::·::::::::::~:z ~ · _J "l' • • • • • • • • • : • • • • • • • • • • • • • • • • : • • • • · • • • • : • • • • • • · • , = • · · · · · · · · : · · · · · · · · · : · · · • · • • • • : · · · · · • • · · : · · · · · • · · · : · • · • · • · • · : • · · · · • • • • : · · • · · · • · · ••.••••.• : •.••..•••.••• : : : • : : i : : : : : : : : : I : : : : : : __ : : : : : :J "~ 15 : : : : : : G I:::::::::•:::.::::: : : : : : : : : : •::::::::::::::::::: j::::::::::::::::::: •::::::I: i:: : : : I::.: .: : : .: : :iq¢ \F-~Q;'.¢:.$T:QRM :PRAINLSccQlo~~ : ! :.j .j : j :,). j:) j j I ) ; j j j:):::: j: j: j) : : : : . : : : : 153 .LF: BP:'¢ :ST:QR~ OR/\1~ $:=O;Qq% >:: .... · ... 1 ·~ 15 ; ------· : : : : ~ .. : • : : : ': : . T '. : • . : ''' '' .. ' . . ... : .. : ' ' . : . : ' . : : . : : . : . : : . : : . : ':. ' : : ' : : : : : • : : : : : : : : : • : : : : : : : : : • : . ' : : : : : : • : : : : : : : : : : : : : : : : .. ' : .... ' .. ' ' : . ' ' . ' ' ' . ' •. ' ' .. ' ....... ' ' ' . ' . : : : : : T: : . :-: :-: : . : : .. : : ' : : : ': : : : '. '.': : : ': '.'.•. i, : : : ': : : "_; :-: if i .. ' ........ ,_ .. ,, ..... .. ~ •. :. :. :. :_ •. ~ ... i·:_ :_ :. : ·. :. : : : : : : : : : : : : : ,·~.:..:..:...:...:...:...:...:...:...:...:...:..' ~· ~· ·~·~·~·-·~·~·-·~·~·~'~·~·~·~·~·-·~·~·~·-·_·_·_·_·_·_·_:_:~:_:._· _: :_:_:_:_:_:~;_:_:_:_:_:_:_:_:_:~:_:_:_:_:_:_:_:_:_:~:_:_:_._._·_·_· ·-·-·~·-·_·_·_·_·_·_·_·~·-·-·-·-·-·-·-·~.;.....~~~~:--~~"""=-,-;"""=~====:::::t='='='='='='='=':::j' :: J.... • • ' ' ' ' ' • ' • ' • • ' ' ' ' • ' : • ' • ' ' • • • : ' • • , • • ' • • ; • • ' ' • ' • ' • • ' ' ' • • • • ' ' I . ' -================--.:._.:,.-----'----__; ____ _;, ____ _.;_ ____ -;-____ ..;..... ____ .;....,.. ____ ..._ ___ -,-; ____ ~.~.~.~.~.~.~-~- ' ' ' "' 10 ~ co f------------, N ('...i PROFILE FROM STA 30+80 TO 35+20 HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' SURVEYED: SCALE: 5 0 GENERAL NOTES 1. .. . CONSTRUCTION NOTES / NOTES TO CITY (I) PRIVATE UTILl1Y IS A CONFLICT. UTILl1Y TO BE RELOCATED BY OTHERS. (j) SEWER FROM STATION 29+60 TO 35+ 70 IS IN CONFLICT (APPROXIMATELY 600 FEET). OPTIONS WILL BE EVALUATED IN THE NEXT PHASE. OPTIONS INCLUDE: (i) RELOCATE SEWER TO APPROXIMATELY THE ALIGNMENT OF THE EXISTING WATER LINE AND RELOCATE THE WATER LINE NORTH OF NEW TRUNK . (ii) USE MANHOLE AND CARRIER PIPES TO ALLOW SEWER TO CROSS THROUGH NEW TRUNK. (iii) RELOCATE TO THE SOUTH SIDE OF NEW TRUNK UNDER THE SIDEWALK AND REQUIRE ALL PRIVATE UTILITIES TO RELOCATE. @ EXISTING RR CROSSING. Cl1Y TO REMOVE CONCRETE PANELS AND TRACKS. BNSF TO RESTORE. G) RELOCATE WATER LINE ABOVE NEW TRUNK LINE. 5 2.5 0 5 10 1 "=5' Scale Feet 20 10 0 20 40 1 "=20' Scale Feet DAfE: ~ 0 N ;,-SAIC Energy, Environment & Infrastructure, LLC f----+------------------~t----r-----t--, !JESIGNrn JF AS NOTED VE:--fflCAL NA',ll) 1988 HORIZONTAL: NAO 1\l8J/19\J1 CITY OF RENTON SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT 5/14/2013 FIELD800K: PAGE: I. ,, 1001 Fourth Ave, Ste 2500 Seattle. WA 98154 (206) 695-4700 DRIIWN: ABG PERMIT SUBMITIAL MSG 3/29/2013 MSG CHECKED 1----+-------'-=:.:::::.:.....::..=.=.::.:.:.c.:.:c.:=. ____ ~t-----t-~~--t-----i MSG NO. REVISION BY DATE APPR APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATUM Planniug/Building/Public Works Dept. DRAWING NO: C6 SHEET: OF: PLAN AND PROFILE 9 16 MSG "' ceL--~~~---L------------------------'------------------'-....L-------------------~-~----~-~-------~------~------~--------------...L-------------------,--,---,--r--,--\---,'---,-'-=--j . "' .,,, __ -' ....J <( I- I--~ a: --u: I--~ 0:: u 0. ii. ' ' City of Renton Planning Division JUN 1 \J iU-11 I : : : : : : : : : • : : : : : : : : : • : : : •• , •••••• : ••• > ••••• : •• ' ' •• ' •• ' • ' •••••• ' > •••••• ' ' ' • ' •• ' • ' •• . . . • • • • ' ' ' ••• < • ' ••••••••••• PLAN FROM STA 35+20 TO 39+60 SCALE: 1 "=20' VOL. 83, P. "!CJ ' ·i·:·:·:·.-:·:·:·:·:·\·:·:·: :·:·:·:·:·:·:·: :·:· .............. " .............. , ... .,........ . . ' ..... ' .... >. > ••••••• ' •• ' •••• ' ••• ' ••• ' ••••••• ' ••• ' • -\ ······W . ... .. . . . .. .. ..... .. ... ·· -·· ··· :::::::::: ,: : :: :: :::,::: ::: :::,: ·· ·· -·· .: ·· ····· ··· · ::: : : :: ::::::::: ':: :: ::::.j:::::: :: ::::: ::::::::::: :: ::: ::::: :: :: :: : :::::: .:(::: ·W : : : : : : ~ : : : : : ..... •: : : : : : : : : •. : : . : : • :o i : • : • : : •• i: ••• : : : : : i ••• : • : • : : i •• : : : : : : : • I. (:::::: i •• : ••• ::: i: [. : : : : : : I: : : •• : • : • : • : : :-: : • : : • : : : : : : : •••• : : : : : : : : i \::::: : • : : : : : : : : : i: i:::::::::::: ,; : : : : : : : : : : : : : _:::::: • : : • : 1:::::::.;::::::::::: ·~ : : : : : 35 GENERAL NOTES 1. . .. CONSTRUCTION NOTES / NOTES TO CITY G) PRIVATE UTILITY IS A CONFLICT. UTILITY TO BE RELOCATED BY OTHERS. (D CONFLICT WITH EXISTING STORM DRAIN. HOWEVER PROPOSED WATER QUALITY IMPROVEMENTS (FILTERRA SYSTEM) NOT SHOWN. CB'S AT INTERSECTION TO BE REDIRECTED AND DESIGN WILL BE SHOWN IN FUTURE SUBMITTAL. @ SEWER FROM STATION 29+60 TO 35+ 70 IS IN CONFLICT (APPROXIMATELY 600 FEET). OPTIONS WILL BE EVALUATED IN THE NEXT PHASE. OPTIONS INCLUDE: (i) RELOCATE SEWER TO APPROXIMATELY THE ALIGNMENT OF THE EXISTING WATER LINE AND RELOCATE THE WATER LINE NORTH OF NEW TRUNK. (ii) USE MANHOLE AND CARRIER PIPES TO ALLOW SEWER TO CROSS THROUGH NEW TRUNK. (iii) RELOCATE TO THE SOUTH SIDE OF NEW TRUNK UNDER THE SIDEWALK AND REQUIRE ALL PRIVATE UTILITIES TO RELOCATE. (iv) HAVE TIE IN WITH EXISTING 60" SD AND REPLACE IT WITH 84" PIPE OR CONCRETE BOX CULVERT. (D EXISTING RR CROSSING. CITY TO REMOVE CONCRETE PANELS AND TRACKS. BNSF TO RESTORE. @ NEED TO RESEARCH AS-BUILTS FOR DEPTH OR POTHOLE TO DETERMINE IF CONFLICT EXISTS. u '2 0 I u C 0 15 : : : : : : U I:::::::::: ......... : ........ : ........ : ......... : ......... : ......... : ......... : ......... : ......... : ......... , ......... , ......... : ......... : ......... : ......... : .... 4.3.6. LF, 60.91 .STORM DRAIN S~0.062% ..... : ........ , ..... : .. · 1 ·U .... . --·----··.. : . ~ ' ••. :_ •. :_·_ :_·_:··_:··. • .................. _··.· ::_·._ :_·._:··. :_·:_ ._ .• _._:._· .......... ··:·:·:·:·:·:·:·:·:·:·:·:·• :·:·:·:·:·:·:·:·:·:·:·:·:·:·:···:·::·j:···:·:·:·:·:·:·:·j·:·:·:···:·:·:·:·:···:·:·:·:·:·:·:·:·:···:·:·:·::···:·:·:·;·:·:·:···:·:·····:·,···:···:·:·:·:·:·:···:·:·:·:·:·:·:·::·:·:·:·:·:·:·:·:·:·:·,·:·:·:·:·:·:·:·:·:·:·:·:·:·:·:·:·:·:·:·;·:·:·:·:·:·:·:·:·:·,·:·:·:·::·:·:·:·:·:·:·:·:·:·:·············:·:··········· (': •.••.•....• _ .•..•...• _ .• _ ..... _ :_·_~~ ·:·:·:·:·:· --·--·- · · · · · · . . ....... : ......... ,::::::::::::::::::::_.:::::::·::_::: . . .. : ....... '".. . .. . ... ·. · .. ·"""' "" ":"" .. ' .. :." """: "." .... :." .. " .. :." ".. . ...... "" .. "" ..:::: b=·=·===·==· =· =· ==· ·:::·=·===·=· =· =· =· ·:::·=·=·==· =· =· =· ·==·=·=·===·=· =· =· ·::·:::·=·===·=· =· t:' ::' ·:::·=·==·=· =· =· =· ·:::·:::·=·=· =· =· =· ·:::·=·~·=· =· t' =· ::· ·=·=·==·=· =· =· ::· ·::·=·=·=· =· =· =· ·=·=·=·=· =· =· =· ·::·=.=.~~==~~~==~~~~~~==+===~~==;=· ~~=:::=:::~::::=:::==:;·::::=::::::::=:~=:::====:?==:::=:::::==1 15 ... ' .... ' .. ' ' . ' ' . ' ... ' .. ' . ' .. : ' ' ' , ' ' . ' . : .. ' . ' ' ' .. : ' ' . ' . ' ... : ' ' ....... : . ' ' ... ' . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : •••• ' ' • ' ' ' • ' • ' • ' • ' • ' ' ' ••••• ' •• ' •• ' ' •• ' •••• ' •• ' • ' • ' ' • ' ' ' •••• ' • ' •• ' ' •• : ' ' •• ' •••• : •••• ' • ' , • : •••••• < ' ' : ••• ' •••• ' : •• ' ' ••••• : •••••••• ' : ' • • • • • • • • ' ' •• ' • • ••••••••••• : ' ' • ' •• ' •• : ' ••• ' •• ' ' : ' ' • • • • • • • ' ••• ' • ' • ' • ' • ' ••• ' > • > ' > ' • ' ' ' ••• ' ••• ' • < ' •••••••• ' • ' ' •• ' ••• ' : ••••••• ' • : ' ' • ' • ' •• > : ••••• ' • • ' ' < • : ••• < •• ' •••• ' ' ' •••• ' • z 0 '.z w "' 8 / -· -"' "' ~ 0 10 • • • • < •••••• ' ••••• ' < : ' • < ' • ~ 1--------~ N N ••• < • ' • ' ••• ' •• > •• < •••• ' ••••••••• : < ' •••• ' •• : ••• ' • ' ' •• : < ' ' • < ' ••• PROFILE FROM STA 35+20 TO 39+60 HORZ. SCALE: 1 "=20' VERT. SCALE: 1 "=5' SUR.VEYED: SAIC Energy, Environment & Infrastructure, LLC 1----+------------------,-----,----i-----DESIGNEDJF 1001 Fourth Ave, Ste 2500 DRAWN: ABG w Seattle. WA 98154 PERMIT SUBMITTAL MSG 3/29/2013 MSG cHEcKm ~ i--__j___ ______ __:__::::..:::_::..:_=-=..::.:.:.c:.-'-"-.:=-----~+---t-~~--t----, MSG SCALE: AS NOTED ONE INCH AT fUI.L SCALE IF NOT ONE INCH SCALE ACCOriUiNGLY VERTICAL: NAVD 198& HORIZONTAL: NAD 19BJ/1931 ..u. CITY OF RENTON Planning/Building/Public Works Depl. 10 5 Scale 20 10 0 20 1 "=20' Scale SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT PLAN AND PROFILE Feet 40 Feet DATE: 5/14/2013 FIELlJl>UOi<: PACE: URAWING NO: C7 SHEET: OF; 10 16 '5_ (206) 695-4700 NO. REVISION BY DATE APPR seeRO,cMSG ~L _ __.__~~~--_L _____________________ __1 ______________ .L___1 _________________ -'---'--------+-----1 _______ L_ _____ _L_ _____ _,_ _____________ _L _________________ ,----r_,----,--,--1,---i--=-,-=-j _J <( I-I--~ en ::::> Cf) I- ~ 0:::: w a.. • -.: L . , I ,;. ~~i City of flenton Planr1in[1 !"Jiv1sion • • I • • I • • I j, .\ .,, ' PLAN FROM STA 39+60 TO 43+60 SCALE: 1 "=20' )LP . ii 782305-9252 !CM 5CO LLC •t40 SV! /TH ST \ SW? ----------------r.-n-n----------:--:-::-.-1:-• .-: • • • .-: -. • -. • • •: .-• • •:: •. • ~·: • • • • • • • • •: • • • • • • •: •: • • • .-• • • • •: • • • • • • • • • • • • • • • • • • • • .-• .-• • • • • • i • • • • • • • • • 1 • • • • • • • • •: • • • • • • • .-.-: • • • .-• • • • •: • • • • .-• • • • i • • • • • • • • •: • • • • • • • • • 1 • • • • • • • • •: • •: • .-.-•: • i • • • • .-• • · .-• • • • • • • :--: • 1 .--•• :-~:-.:--:;---:--:-n--:·--------- . 8 0 i u C 0 ~ N 0 N 20 . . . . . ......... ' . ' ' ' ' . ' . ' ........... ' .... ' . ' ...... ' . ' . ' ... ' . ' ............. ' .. ' ........ ' ............. ' ........ ' .. ' ... ' . ' ......... ' ......... ' . ' ..... ' . ' .... ' .... ' ... " . ' ... . ' . . . . . . . . . . . ' ' • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • ' • • • • • • • • • ' • ' ' • • • • • • ' • < • ' • • • • • • • • • • • • • • • • • • • • • • ' ' • • • • • • • • • • • • • • • • • • • • ' • • . . . . . ........ : ..... w ·-··--·••::::::::::::,::::::::::::.::::::,::::::::: ...... . : : : : . : : : : : : : ::·: : : : : : : : : : : : ..... ' . . " . . . . . . . ' . . . ' . ' . . . . . ' . . . . . ' . . . . . ············'··········-······ ·········:······z .......... : ........ : ................... : ......... : ................................................. : .: ........ , ................... : ............... . . . . . ' . ' .... ' . ' . ' -. . . " . . . . . . '~~-. ' ·······-······-·-. ·---··· -··-····· ·--·-··-·-··· .......... ···-·· -·---··. . . ~ --·~···' ... ' .. ;........,_, ..... I :_ •. :. :_ :_ :_ •. •. • .• :. : •. :_ • .• ~:r: i •. •. :. •-: ·--·_ -·. -.· ·_ .· ·_ •. ·_ -. ·. : ... -.. -. --.. -... -. -: ..... -............ -: ... -.. -.. : . -. . . . . . : ----. " --.. ----.. -: -... -,,; ... : .. -... -...... -.... -: -. -.. -.. -: . -.. --. --: . --...... -.... ---... -. . . . . . . . ~. . . --1--------'--···-·-·'--··-····'··-·····-'····-·-··'···-··-·-'····---316·lF·60-¢-$l'ORM·DRAIN·S=0061, · : .. ······'-·· ··-.: ..... : ·-·-· _ '··--··-·-'-···-·--·'-·-··· ·---·· __ :_,,_:::--·:· ::::::::- ___ l5----1·· .• ·•·•-•·• ·-·-·-···-•...•.•. : ~ .. •···• .•... :.:. :.: .: •. :_ •. : .• -•· •-•.•. :• •. :. : . ·:-:.: .:. ·/-: .• •-•·•· •. : .• _:_ ···-•. :. ·-•-•-:-•-•-: ·•-• -: ··········-··1-•··-· -• .•...•. : .....•...•...•. -•·····:-•. •-• ····-·····-··:·:· ·-·-···-:-:-·-•-:-: -··· .:.: .: -•· ···-i· :-•·'.-•-·-·· ·-·· •·! : • ·•-: ····-· • -··!·•·•······· •.•.•... j ·•·•·•· •.•.•.•.•.•. ;.: -···-· ··-···· •·•· \-•.•. •-:·: -···-···-···-···-· .• -· ·-· .• ·:·:·•-•·········.··El ·:1:n-tr.:.so''?.. :s1tJRM •. DRAIN : ·•·•·•·····•· ........ -: .... -. ' ..... --. : .. -...... : .. . . . . -. -. : .. ·• ·_ -. --. -·• :_·: ·_ ·_ ·_ ·_ -. -_ -·_ : -. ·. ·. -.. -.. ::::::::::::::::~ ":······. -:----·:·-· ---·········--···········-····· ... ·---·-·-·-··-··--·-··. --. ·-··---·---:::: :::_:_:::::::::_:::::::::::::::::::::::::::::::. ---. -. - I . -. . ... : ..... ······-··-········-··-·-··--·---·····-··-·--·-···· :::.::::::-:~:::::·-::~:::::: .... -.. -.. -. -. -. . . . . ---. . -. -. -. ......... :................................. . ..................................................... , ............................................................. ,,., ..... ,. ······················~······ • • ' •••• ' •• : ' ' • ' ••••• ' • ' ••• ' • ' ••••• : •• ' ' ' •••• : • • ••• > • ' • , ' • ' ' •• ' • : • • • ' • : ••• ' •••• ' ••••••••••••• ' •••• ' • : •••••• ' ' • ; ••••••••••••• " ••••• : ••• ' ••••••••• " ••• ' • • • • • • • ••••••••• ' •• ' •• ' ••••• ' ••••• ' ••••• . ' . ' " ' ' . ' ; ... ' " ....•.... ' . : . ' . ' ... ' . : . ' ' . ' ' ... : . . ... ' . ' ' . ' . ' . ' . ' ' ' .... ' . ' .... ' . . . : .. ' . ' .... : . . . . . . . ' ' ' .... ~ .. : ... '. ' ... '. . ' ........... ' .. " ; . ' .. ' .. "." .......... ' .... " . " ........... ' ....... ' . : . '.'. '. '.:. ' ' . . . " 25 20 15 : 5 -.•·•·•·•· •. I_•·•-·· •. l.······•.i i_i_ 11 .... 1 _·· .. •·•·•.•·• .•. •·•.···-•·•-·· .. •·•_·._•· .. •·.I. 1 T I I 1.·•.·•.·•-·•.·•-··•-·•-·•·•-··•-·•-·•-·•-rl-·--~-~ . . . . . . . . . ' . '.: .... '' '. ':.'.' ..... : .. '.' ' .. ': '' '' ..... : ...... " .. ', ........ : ' .... ' ... ;. ' ... ' ... : ....... '.: ... ' .......... ' .... ; ...... ' .. : ......... : ....... '.: ... ' ..... : ......... : ...... '. " .... ' ..... :. ' .. ' . = ' ........ : '' ' ......•... ' . , . ". : .. ' '. ' . . : . '. '' .. ' ': .... ' .... : . '. ' . ' .. ' '..' ' ... ' .. : ... ' ..... : '' ' .. ' . ' . : .. " ...... : .. ' ..... ':'. ' .... " . : . ' ..... '" : .... '. ' .. : '. '. '. '. ': ......... : .. ' ...... : .. ' . ' .. '. : ' .... ' . ' ':'' '' ..... : ...... '.': ...... ' . ':. ' ....... ! ; ____ o ____ :_~-~--: __ _l_.; ___ • ___ L. ___ •_: •_• •: \_: _: ___ : __ _: __ :_: : __ •.•_> __ :_>_: _:_:_::: }j_ : : :_:: • __ _: :_: ::; : _::_• :_:::: _:_:_:_:_:__: : _:: ::<:: :_: : __ :_ : •: •-• i_: :_•: ::_: :_): _: •_:: :_• _ :_• •.•: • :_ : •:: :_:: :_._: • _: •.::::: :,: 1 • :: •: ::::_:: __ : ::_::_: :_: •. :_ :_::: :_:_• •.<_: __ :_.: __ : __ :_:_: • L: ________ :.~i-~•---~--; ___ ;~--~--.L ____ _Q_ __ _ i 40+00 41 +00 42+00 43+00 0 V u, --:: °' •D ~ f---------~ N {~ ~, 0 N PROFILE FROM STA 39+60 TO 43+60 HORZ. SCALE: 1 "=20' VERT. SCALE: 1'' =5' surNEYED: SCALE: GENERAL NOTES 1. . .. CONSTRUCTION NOTES / NOTES TO CITY (I) PRIVATE UTILl1Y IS A CONFLICT. UTILl1Y TO BE RELOCATED BY OTHERS. (j) CONFLICT WITH EXISTING STORM DRAIN. HOWEVER PROPOSED WATER QUALl1Y IMPROVEMENTS (FILTERRA SYSTEM) NOT SHOWN. CB'S AT INTERSECTION TO BE REDIRECTED AND DESIGN WILL BE SHOWN IN FUTURE SUBMITTAL. @ CONFLICT WITH SEWER. OPTIONS WILL BE EVALUATED IN THE NEXT DESIGN PHASE. OPTIONS INCLUDE: (i) RELOCATING SS MH AND RAISING SEWER LINE FROM NORTH ABOVE SD. THIS COULD REQUIRE THE REPLACEMENT OF 100-200 FT OF SEWER. (ii) USING A SHORT SECTION OF 60" DIA PIPE INSTEAD OF 72" DIA PIPE. (iii) HAVE A SHORT SECTION OF THE 72" DIA SD LOWERED BELOW SEWER. THIS WOULD REQUIRE SOME OF THE UPSTREAM PIPE TO BE AT REVERSE GRADE. © CONNECT NEW 72" DIA SD TO EXISTING STORMWATER VAULT. @ RELOCATE WATER LINE ABOVE NEW TRUNK LINE. 5 2.5 0 5 10 1 "=5' Scale Feet 20 10 0 20 40 1 "=20' Scale Feet DATE: :;o- SAIC Energy, Environment & Infrastructure, LLC AS NOTED 1----+------------------j------j--'----j------j DESIGNED: JF DRAWN: VERTiCAL: NAVD 19S5 HORIZONTAL.: NAD 19Bj/1991 CITY OF RENTON SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT 5/14/2013 FIELDBOOK: PACE: ~\ 1001 Fourth Ave, Ste 2500 ABG w Seattle. WA 98154 PERMIT SUBMITTAL MSG 3/29/2013 MSG caccKm ,:;; l----+----~------------~i----~--t---'~~--t------1 MSG @ (206) 695-4700 f-----------1 ONE INCH AT FULL SCALE If NOT ON£ INCH SCALE ACCORDINGLY DATUM DRAWING NO: Planning/Building/Public Works Dept. PLAN AND PROFILE cs SHEET: OF: 11 16 cl' NO. REVISION BY DATE APPR eP?R°'W ~ c._ __ ____:::..= ___ .....L. _________________ ~--~~~~--------------~~~-----------------~-----~--~--M_S_G ____ ~------~~--~-~-----~---~~~-__J~-----------------~-~~-~-~--'r-...,..:.~~'....j _J <( I- I--~ OJ :=, (f) I--~ 0::: w 0... City of Renton Planning Division jlJN 1 9 iUil ". "i·, ·I"!\ H 'i'n -, , STRUCTURE SCHEDULE CENTER OF STRUCTURE B 0 ? N V 'E 0 I ~ C 0 ,n NO. NORTHING MH1 MH2 MH3 MH4 MH5 MH6 MH7 MH8 MH9 MH10 MH11 MH12 ,': 1------~ m N N ~ Q N :;. ,::_ ~ ''"'·'~-'-'.·~~''._ EASTING STRUCTURE TYPE, DETAIL REFERENCE FRAME & LID/GRATE TYPE, DETAIL REFERENCE MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 VAULT -TO BE DESIGNED MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 MANHOLE TYPE 3 -96" DIAMETER, SEE WSDOT STD PLAN B-15.60-00 CIRCULAR FRAME (RING) AND COVER, SEE WSDOT STD PLAN B-30.70-01 ·- •' .:·-.. ,. ~--.. , '" -.. ,••,,,.,::,·, _,..,,.,-,1·;1·,, . .;;;,;,,.,,,,,,4,•., , ·"··-'·•,·<>'' NOTES \ CONSTRUCTION NOTES 1. ALL MANHOLES TO BE CHANNELIZED EXCEPT WHERE NOTED OTHERWISE. City of Renton Planning Division JUN 1 9 LU1J 0 u .-;; ·"' w 0 0 0 C 0 o, ,n ::z ~ N EXISTING UTILITY DATA POTHOLE# TYPE OF UTILITY 1 POWER 2 POWER 3 WATER 5 POWER 6 POWER 7 POWER 8 POWER 9 FIBER 10 GAS 11 POWER 12 GAS 13 POWER 14 FIBER 15 GAS 16 POWER 17 FIBER 18 POWER 19 FIBER 20 HIGH PRESSURE GAS 21 POWER 22 GAS 23 FIBER 24 GAS 25 FIBER 26 FIBER 27 WATER 28 GAS 29 FIBER 30 POWER 31 POWER 32 GAS 33 WATER 34 POWER 35 POWER 36 GAS 37 POWER 38 FIBER 39 WATER 40 WATER 41 FIBER 42 GAS 43 GAS 44 POWER 45 POWER 46 FIBER 47 POWER ~'--------.~ C--i .~ i,j '.:;- MATERIAL SIZE OF GROUND EL UTILITY N/A N/A NOT SURVEYED PVC 6"+4" 20.72 DI 12" 21.05 PVC 4" 24.60 PVC 4" 27.05 PVC 1 " 26.50 PVC 1 " 27.10 CONCRETE CASED 2'x2' 24.56 IRON 2" 24.65 PVC 4" +2'' 23.70 IRON 4" 23.71 STEEL 6" 23.58 CONCRETE CASED 2'x3' 23.59 IRON 2'' 23.95 STEEL 2" 23.94 CONCRETE CASED 2'x 2' 23.48 PVC 2"x 4" 23.31 CONCRETE CASED 2'x 2' 23.08 STEEL CASING 1 6" 23.34 PVC 2.5" 22.97 IRON 2.5" 22.82 CONCRETE CASED 2'x 2' 22.81 IRON 2.5" 22.66 CONDUIT MULTIPLE 2" 2" 21.95 N/A N/A 21.96 IRON 12" 21.96 IRON 2.5" 22.01 CONCRETE CASED 2'x2' 22.01 PVC 4" 21.96 PVC . -; 2" 21.93 IRON 2" 22.22 IRON ·, 8" 21.67 PVC ,_ 4" 21.76 PVC . 2.5" 21.98 PLASTIC 1 " 22.43 PVC 4" 21.44 PVC 2" 21.53 IRON 15" 21.21 IRON 12" 20.90 PVC MULTIPLE 2.5" 20.30 IRON -PLASTIC 4" 19.93 IRON -PLASTIC 4" NOT SURVEYED GREY PVC 3" NOT SURVEYED N/A N/A 20.74 N/A N/A NOT SURVEYED N/A N/A 20.72 CONSTRUCTION NOTES MEASUREMENT TO MEASUREMENT TO DISTANCE FROM FOG NOTES TOP OF UTILITY BOTTOM OF UTILITY LINE/CENTER LINE/CURB 1. ... N/A N/A N/A TRENCHED 7'Lx7'Dx2'W ACROSS SIDEWALK INTO SHOULDER & ROAD. DID NOT LOCATE ANY UTILITY. 29" 35" 23"/ 139" / 35" LOCATED IN NORTHBOUND LANE NEAR RAILROAD BRIDGE. 25" 37" 98" / 65" / 110" LOCATED IN NORTHBOUND LANE NEAR RAILROAD BRIDGE. 37" 41" N/A / N/A / 2' 9' -7" SOUTH OF FENCE, 2 EA 4" PVC LINES 48" 52" N/A / N/A / 5'5" 12' -7'' NORTH OF FENCE, 2EA 4" PVC LINES 18" 19" N/A MEASUREMENT FROM FENCE 5', FROM DUMPSTER 15' 25" 26" N/A / N/A / 15' MEASUREMENT FROM FENCE 12'6", FROM LIGHT POLE 9'5" 4" 28" 10' / 33'/ 9' LOCATED @ WESTBOUND SHOULDER IN SIDEWALK. 38" 40" 6' / 29' / 5' LOCATED @ WESTBOUND SHOULDER IN GRASS. 36" 42" 23· I o" I 24' LOCATED @ CENTER OF 7TH ST. & LIND AVE INTERSECTION 44" 48" 23' I o" I 24' LOCATED @ CENTER OF 7TH ST. & LIND AVE INTERSECTION 40" 46" 23' I o" I 24' LOCATED @ CENTER OF 7TH ST. & LIND AVE INTERSECTION 8" 43" 23· I o" I 24· LOCATED @ CENTER OF 7TH ST. & LIND AVE INTERSECTION 34" 36" 23· / o" / 24· LOCATED @ CENTER OF 7TH ST. 54" 56" 23' I o" I 24' LOCATED @ CENTER OF 7TH ST. 50" 74" 23· I o" I 24· LOCATED @ CENTER OF 7TH ST. 53" 65" 22· I o" I 23· LOCATED @ CENTER OF 7TH ST. 42" 66" 22' I o" I 23' LOCATED @ CENTER OF 7TH ST. 45" 61" 22' I o" I 23· LOCATED @ CENTER OF 7TH ST. "OPL" 62" 63" 22' I o" I 23' LOCATED @ CENTER OF 7TH ST. 40" 42.5" 23' / O" / 24' LOCATED @ CENTER OF 7TH ST. 60" 84" 23' I o" I 24· LOCATED @ CENTER OF 7TH ST. 50" 53" 22· I o" I 23' LOCATED @ CENTER OF 7TH ST. 38" 46" 22' I o" / 23· LOCATED @ CENTER OF 7TH ST. N/A N/A 22' I o" I 23' TRENCHED UNDERGROUND 7' DEEP 6' LONG -DID NOT FIND, *FIBER RUN IS TOGETHER WITH FIBER @ POTHOLE 25 PER CITY INSPECTOR * 35" 47" 22' I o" I 23· LOCATED @ CENTER OF 7TH ST. . 32" 35" 23· I 0'1,•/. 24· LOCATED @ CENTER OF 7TH ST. 49" 73" 23' I o" I 24' -; -LOCATED @ CENTER OF 7TH ST. 47" 51" 20·; 3' / 21' LOCATED IN WESTBOUND LEFT LANE 20" 22" 20'/ 3' / 21· LOCATED IN WESTBOUND LEFT LANE 34" 36" 19' / 3'/ 20· LOCATED IN WESTBOUND LEFT LANE . """' 35" 43" 15' / 6' / 16' .. LOCATED IN WESTBOUND LEFT LANE 38" 42" 14' / 7' / 15' LOCATED IN WESTBOUND LEFT LANE 37" 39 .5" 16' / 5' / 17' . LOCATED IN WESTBOUND LEFT LANE 42" 43" 21' / o· / 22' LOCATED @ CENTER OF ROAD ON 7TH. 34" 45" Io" I ---LOCATED @ CENTER OF ROAD ON 7TH IN JOINT TRENCH W/ FIBER. 34" 45" I o" I LOCATED @ CENTER OF ROAD ON 7TH IN JOINT TRENCH W/ POWER. ----- 60" 75" 22· / o" I 23" LOCATED @ CENTER OF ROAD ON 7TH AT WATER MH (AS PER MAP) 60" 73" 29.5' / o" / 30.5' LOCATED @ CENTER OF ROAD ON 7TH AT NACHES AVE SW 71" 78" 31' / 6' / 32' LOCATED NEAR SOUTHBOUND CENTER BARRIER. 38" 42" 18' / 9' / 19' LOCATED NEAR SOUTHBOUND CENTER BARRIER. 51' 55" 6' / 33' / 5' LOCATED ON SOUTHBOUND SHOULDER NEAR SIDEWALK. 20" 23" 1 • / 28' / o" LOCATED ON SOUTHBOUND SHOULDER UNDER CURBLINE. N/A N/A 1 o· / 32' / 9' TRENCHED 18" X 6' X 7'. UNABLE TP LOCATE POWER. LOCATED 4" GAS AT 48" TOP. N/A N/A 16' / 38' / 17' JOINT TRENCH TO LOCATE UTILITIES. 18" X 7' X 6' NO UTILITIES FOUND EXCEPT IRRIGATION AND CABLE AT LOCATION BETWEEN 4" + 14". N/A N/A 16' / 38' / 17' JOINT TRENCH TO LOCATE UTILITIES. 18" X 7' X 6' NO UTILITIES FOUND EXCEPT IRRIGATION AND CABLE AT LOCATION BETWEEN 4" + 14". C'--';:--- City of Henion Piarm1nq Uivisi, 1n JUN 1 9 w,, ,s a_ n /) 'I ;:, /_L_. '---1 17 1) ':.>a, ,"~--~=··;-~--~t::, ___ - L. •• --< ·;\ L.·t"'"-·\ ' ' ·--;7 ··\ APPROX EXISTING GROUND FINISHED GRADE (CULVERT FACE) '~/\ ( ;\ -------------------------------------------------~(;\ -------------------1 c.. __ ?/._\ EXISTING ROCK ARMOR ~(~2-1 !--~/>\ A Ii ! ,-- ---·----"";;.?"" _,,_--·····---········----··--=~:::: .... _-,.._ ----~ "'' ,-- f---1---------------------- 1;:_ --------/ \ -----------------------'-7"'~'\------------;:--r 10 7. f~i L_,,/_:r,--V -/2"',_/ (/,/\ ~ (~)' ,,_J\ I ,r '1',-. ,:-~ 7=-----_J --~----------------/ '--/·/' 1/ :/ 11 ,- ----~-~ __ /', __ j,_ -~cc===;;:=-=---=---=---=-=--=-=-=--=-=--=---=---=--=--=====~------------------------------ NEW 60" OUTFALL --------------------------·--------------------------------------------- SECTION 60" OUTFALL HORIZ SCALE: 1 "=10' VERT SCALE: 1 "=2.5' \ ---·. / \ CONSTRUCTION NOTES EXISTING CHANNEL BANK IS ARMORED WITH ROCK. CONTRACTOR SHALL RESTORE THE BANK WITH EITHER ROCK SALVAGED FROM THE BANK OR NEW IMPORTED HAND PLACED RIP RAP, AS APPROVED BY THE ENGINEER. WILLOW WATILES SHALL BE INTERSPERSED WITH ROCK PLACEMENT IN ACCORDANCE WITH RESTORATION PLAN. 5 2.5 0 5 10 1 "= 5' ~~iiiiiiiiii~~~~iiiiiiiiiiiiiiiiiiiiiiiiiil Scale Feet 20 10 0 20 40 _J 6 1---------~ 1 "= 2 0' ~~iiiiiiiiii~~~~iiiiiiiiiiiiiiiiiiiiiiiiiiiiil <( Feet ~ ,,, ~j n 0 ,., -" -;;, ,--------------------,-------------T-,----------------,-,---,--f'sSllioe,NCc,tccrn;--, ----lscsCAALELEc;-, ----,----:-:--------:---1 ---~------------,-------_J_ _________________ ~:__ __ J- SAIC Energy, Environment& i----t------------------1---1----+-------j ocsio,m AS NOTED HoR:IoRJl;tcl:~'~,\~~~'" CITY OF-SW 7th ST/ NACHES AVE SW 0 5';14/2013 ~ Infrastructure, LLC JF L.1..1 DRAWN STORM SYSTEM IMPROVEMENT PROJECT c<CCOBOOK ....... Scale 1001 Fourth Ave, Ste 2500 ABG RENTON escc --' ~ Seattle, WA 98154 1----+-------P_E_R_M_IT_S_U_B---'-M"-'ITT---"A-=L=--------e---"M-'--'S---"G-+-3/,___2_9_,_/_::2'-'-0-'---13-+-'M::__:S:.=G--1 cHcc,m °'' ,Nm I DATUM 1--..collA=w=,""=,o~-----1 Cf) /£ (206) 695-4 700 APPRO"DM, SG /',b~1~N;c;N;'.'H l C 11 I-" NO. REVISION BY DATE APPR " '"" ,cco,rn,o,r panning/Building/Public Works Dept. CIVIL DETAILS AND SECTIONS ~'---~---=-=--------'--------------------~-__L~~--------~--_l___J_ ________________ _L _ _j__~~_j__-__l _ _____".'M~SG~---l___ _____ l_ _ ____::::__ _ _j _________ ~~--l_---------~-----~--,---,--,---,--,-_j~sH=c:CT~,~~!oFJ• ij~ ----16 ~ w a.. I ' I n ,, ,, ,, ,, •I ii ii ,, ,, ,, ,I ·1 ! City of Renton Planning Division JU/I J 8 lU>J m , ·o z :I "- z 0 ci '" 0 ,- tel <Y D z .,: co "' u u; D z :I g ,-:, 0 ~ ,;; m 'C • D " 0 = / 0 <C u c:: a u ~ 0 C .,: .3 0 0 / N ~ 0 = "- • ~ 0 I D C 0 = -,-- "' u; _,. N o' '" ;; ,o N / ~ 0 1= u z 0 ~ z w "' o, ,n 0 0 / m :3 a 0 u; / ci' "' "- m _,. 0 n " n 0 _N --_,. --= ·~ 0 , I "' --: T --1 --· -- 1 18"CW ,· \_ ' 2 I'" -, lj/ .\) .. I fr,. .'. ,. :. -.•. ,: . \ . \p~ \ ~ ·.-.-_·-'-}l > / / I , ,1/ : : 1.· •--I - :}. C) I R " ' ' ·1·· ["'' \ ! l ''' ./ '--f,, . .J .. I\I (~) ,,,,/ I 8" A~LJ Cf< I I I '---... _,, ____ ,, ____ ------.. -.. -..... -.. --------,_ - -,, .. ,_ .. __ _ ···c)N 1 ' 'VI' 1 / l, . ./ \..J \/ ·\ L_r\ 1,,.,nDE/'' ,_JU ·_1,_, --_._ -------'-··-----··-- -------------------...... ___ ---·-·----···----~-----------~ ----- () 'A"('\i/ -·-d-\j J\ 1 ·i" ('I/Ii ti _, ' TREE PLANTING MITIGATION AREA 1 ·.·"r.,,/' () \1 \V () 24"CW C 16"DEC 1 G"DEC () () ~ I\ ----------------;eJ/c·i· I _,., I i I PLANT SCHEDULE I TREES I SCIENTIFIC NAME PSEUDOTSUGA MENZIES\! ~\\ \ 11/:,.,, THUJA PLICATA ~ :::: ----.:::c c--- -0 --~ ~ ~ ~l///1\\\\~ I SHRUBS & I HERBACEOUS G CORYLUS CORNUTA @ POLYSTICHUM MUNITUM ~ SYMPHORICARPOS ALBUS LIVE STAKES ~~SALIX LUCIDA ~~ SALIX SITCHENSIS ~ 7B2, SALIX SCOULERIANA ® SAIC Energy, Environment & Infrastructure, LLC 1001 Fourth Ave, Ste 2500 Seattle. WA98154 (206) 695-4700 I COMMON NAME DOUGLAS FIR WESTERN RED CEDAR BEAKED HAZELNUT SWORD FERN SNOWBERRY PACIFIC WILLOW SITKA WILLOW SCOULER'S WILLOW SIZE 2 GAL. 2 GAL. 1 GAL. 1 GAL. 1 GAL. LIVE STAKE LIVE STAKE LIVE STAKE I SPACING I QUANTITY I 25' O.C. 5 25' O.C. 4' o.c. 18" o.c. 4' o.c. 2' o.c. 2' o.c. 2' o.c. 4 16 71 15 14 14 33 .Jtl vi PLAN OUTFALL LANDSCAPE AND RESTORATION SCALE: 1 "~1 O' SURVEYED: e---------1-----------------+----+----+--------j DESIGNED: ABG DRAWN: ABG PERMIT SUBMITTAL MSG 3/29/2013 MSG CSECKEO e---------1--------'--~"--'--~'-'-"-'~'-----~-+----+-~~-+--------1 MSG NO. REVISION BY DATE APPR APPROVED" SCI-LE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \ GENERAL NOTES 1. PRESERVE AND PROTECT ALL EXISTING TREES NOT DESIGNATED FOR REMOVAL. 2. THERE ARE TWO PLANTING AREAS: A RESTORATION AREA ASSOCIATED WITH THE PIPE INSTALLATION WEST OF NACHES AVE SW AND A TREE PLANTING MITIGATION AREA. ALL WORK IN THE TREE PLANTING MITIGATION AREA SHALL BE COMPLETED USING HAND TOOLS. NO CONSTRUCTION MACHINERY ALLOWED IN THIS AREA. 3. SEE REQUIREMENTS FOR STOCKPILING AND REUSE OF EXISTING TOPSOIL, SHT C1. 4. AFTER ENGINEER HAS APPROVED PREPARED SOIL LAYER, NO VEHICLES, CONSTRUCTION EQUIPMENT, OR STACKING OR STORING MATERIALS SHALL BE ALLOWED IN PLANTING AREAS. LIMIT FOOT TRAFFIC IN PLANTING AREAS. SOIL COMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE RE-TILLED PER THE PLANS AND SPECIFICATIONS. 5. PRIOR TO PLANTING, PLACE ALL TREES AND SHRUBS AS INDICATED ON PLANS, OR MARK EACH LOCATION WITH WOOD STAKES OR COLOR WIRE FLAGS MARKED WITH THE FIRST TWO LETTERS OF BOTH PLANT SPECIES AND GENUS (E.G. PO MU FOR POLYSTICHUM MUNITUM). NO PLANTING HOLES SHALL BE DUG OR BACKFILLED WITHOUT PRIOR APPROVAL OF ENGINEER. NOTIFY ENGINEER A MINIMUM OF 72 HOURS BEFORE PLANTING TO ALLOW ENGINEER AMPLE TIME TO ADJUST PLANT LOCATIONS. PROVIDE EXTRA STAKES OR FLAGS SUFFICIENT TO MARK LOCATIONS OF PLANTS NOT LOCATED ON PLAN. 6. FOLLOWING REMOVAL OF EXISTING ABANDONED EQUIPMENT, PLANT NEW EXPOSED AREAS AS SHOWN. 10 5 0 10 20 1"=10' Scale Feet DATE: VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/ l 991 CITY OF RENTON SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT 5/14/2013 FIELDBOOK: PAGE: DRAWING NO: L1 SHEET: OF: Planning/Building/Public Works Dept. OUTFALL LANDSCAPE AND RESTORATION PLAN 18 16 c0L__ _ __:~.__.-_ __ _L_ __________________ ___J'--------------__L____j _______________ _L__ _ _L__ __ _____J_ _ _____J_ _____ ______, _____ __L___ ____ __,___ ___________ ___Jc_____ ______________ ---,---,--,---,-,-+---,-'-=--,:--=--MSG ----·. . --· :. ,->J·''-~'-'~t,,J,,. ,;,.ce I"" <c· v' £·] <':· '-~, _J <( I- I--~ aJ --, ~ u; I--~ 0:: LL 0. City of Renton Planning Division JUN 1 B iirn s 0 0 / " w a 0 _c Q. .> ·2 0 ;c ·o C 0 a, <?. f---------~ ~ N ,D ~ _, -;;~ Cw 0 ~ :;t DECIDUOUS TREE PLANTING SCALE: 1 /2" = 1 '-o" ROOTBALL DIA DETAIL SHRUB PLANTING SCALE: 1/2"=1'-0" SAIC Energy, Environment & Infrastructure, LLC 1001 Fourth Ave, Ste 2500 Seattle. WA 98154 (206) 695-4700 3" WOOD CHIP;,\ MULCH RING 0 3" WOOD CHIP 0'\ MULCH RING \.V REMOVE CONTAINER, GENTLY LOOSEN TIGHT ROOT MASS AND UNTANGLE ROOTS 7 BACKFILL WITH NATIVE SOIL ~-. ROOTBALL DIA -- --!)~TAIL 3" WOOD CHIP 0'\ MULCH RING \.V _,!_.;;.....---SCARIFY SIDES OF PLANT PIT BACKFILL WITH NATIVE SOIL PEDESTAL OF EXISTING SOIL. TAMP THOROUGHLY WITH FOOT ONLY UNDISTURBED SUBGRADE / EVERGREEN TREE PLANTING SCALE: 1/2"=1'-0" 12" MIN ABOVE FINISHED GRADE WITH A MINIMUM OF 2 LEAF BUDS EXPOSED TOPSOIL DETAIL CUT TOP SQUARE FOR EASIER INSTALLATION, PROTECT TOP FROM SPLITIING (D INSERT STAKE WITH LEAF BUDS POINTING UP USE CUTIINGS 5' MIN., 1/2"-3/ 4" DIA. FINISH GRADE CUT END TO A POINT AND PRE-MADE HOLE FOR EASIER INSTALLATION LIVE STAKE SCALE: 1"=1'-0" CB SURVEYED: SCALE: f---f---------------+--t------+---1 DESIGNED; ABG AS NOTED DRAWN: ABG PERMIT SUBMITIAL MSG 3/29/2013 MSG CHECKED f---f---------------+--t---~--+-------1 MSG REVISION NO. BY DATE APPR APPROVED: MSG I ON[ INCH I AT FULL SCALE IF NOT ONE INCH SC'ALE 1\CCORDINGLY VERTICAL: NAl'Ll 19BB HORIZONTAL: NAO 19BJ/ 19~ 1 ' CITY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION NOTES (D INSTALL 36" DIA, 3" DEEP BARK MULCH RINGS AROUND TREES AND 24" DIA., 3" DEEP BARf( MULCH RINGS AROUND SHRUBS. INSTALL 2'' DEEP BARK MULCH TO REMAINING PLANTING AREA. (D UNLESS OTHERWISE DIRECTED BY ENGINEER, LIVE STAKES SHALL BE FRESHLY CUT FROM DORMANT PLANTS. INSTALL STAKES IN PILOT HOLES -DO NOT POUND STAKES IN. IF NOT PLANTED IMMEDIATELY, STAKES MUST BE KEPT IN COOL, SHADED, MOIST CONDTIONS. STAKES MUST BE PLANTED WITHIN 2 WEEKS OF BEING CUT. l 61" 0 lt 1 / :f' = 1' -0" ~~~liiiiiiiiiiiiiiiiiiiiiiiiiii Scale Feet 2 1 0 2 4 1 / 2'' = 1 '-0" ~~~~~~~---- Scale SW 7th ST/ NACHES AVE SW STORM SYSTEM IMPROVEMENT PROJECT LANDSCAPE RESTORATION DETAILS Feet DATE: 5/14/2013 FIELD£lOOK: PAGE: DRAWING NO• L2 SHEET: OF: ----16 "' <( C-~-----~------------------~------------~~--------------~-~--~-~-----~-------'---------'-----------__j_--------------~-~~~-~...l,-~-,-'.'.:'.....I ' f,, "• • ·•· ' t '• ·,w"1'!' .,,,, ..•• -.• ,, • ,,,,,., ... ,,., ·,, ... ~v:.:.;;, ,,, .. :·,.· , .. ,1,• ... ·,r. ,., ... _ ... .,,,.· '---'-----··~- _J <( I- I--~ co :::> U) I--~ 0::: w 0...