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HomeMy WebLinkAboutzR-3744Setw z U w a. F_ F_ I- I- d) Co CL a (L 0 Z_ J z w U) m w I- z w U z O I- z w RENTON CENTER SENIOR LIVING 625 RENTON CENTER WAY RENTON, WA L1 11► it VINTAGE CANDO E 3424 VIA "TO. 991E 201 NEWPORT BEACH. CA 92663 949.715.7099 FAX 949258.5264 CONTACT: CHRISTOPHER SANTORO CONSULTANTS ARCHITECT CIVIL ENGINEER CHARLES MORGAN R ASSOCIATES CG ENGINEERING 7301 BEVERLY LANE 250 4TH AVE S, 5111E 200 EVERETT, WA 98203 EDMONDS, WA 98020 425.3512888 425.778.8500 FAX 778.5536 CONTACT: CHARLES MORGAN CONTACT: JARED UNDERMINK LEGAL DESCRIPTION BASIS OF BEARING PARCEL D OF CITY OF RENTON, LOT LINE ADJUSTMENT NIL. LUA- 99-0174LA, ACCORDING RECORD OF SURVEY AFN 9905129006 TO SURVEY RECORDED APRIL 6, 1999 IN MALE 128 OF SURVEYS AT PAGE 275, 275A, CONTROL YONUYENTATION SHOWN AS 275B AND 275C UNDER RECORDING NIL. 9901069001, N KING COUNTY, WASHINGTON; THE BEARING OF NORTH 672715' EAST BEING A PORTION OF HENRY H. TOBN DONATION LAND CLAIM NUMBER 37. AND OF C4 GOVERNMENT LOT 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, C5 WILLAMETTE MERIDIM, AND OF TRACT 1, 2, 3 AND 4 OF SUPREMANTAL MAP OF RENTON DATUM SHORE LANDS, ACCORDING TO THE MAPS ON FILE IN THE OFFICE OF THE COIMISIOEFR OF C7 SHEET INDEX Cl I COVER SHEET do GENERAL NOTES C2 GENERAL NOTES C3 TEMPORARY EROSION CONTROL PLAN C4 TEMPORARY EROSION CONTRCL DETAILS C5 GRADING AND DRAINAGE PLAN 06 GRADING AND DRAINAGE DETAILS C7 GRADING AND DRAINAGE DETAILS C8 WATER AND SEWER PLAN CSI WATER AND SEWER DETAILS CIO WATER AND SERER DETAILS C11 STREET IMPROVEMENT PLAN C12 STREET IMPROVEMENT DETAILS ® CAUTION I 9NPDES CONSTRUCTION PERMIT REQUIRED CALL BEFORE YOU DIG I FOR PROJECTS WITH LAND DISTURBANCE BURIED UTILITIES DUST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1 -800 -424 -5555 PUBLIC LANDS, IN OLYMPIA, WASHINGTON. NAVD 88 APPPFRR GEO AA�gAATipM I�NC PPAAglc� SURVEYS, INC SITE DISTURBANCE IMPERVIOUS AREA 19023 36TH AVE W, SUITE D PO BOX 13619 .167 ACRES EXISTING 137,214 SQUARE FEET LYNNWOOD, WA 98036 MILL CREEK, WA 98082 1Q DEVELOPED: 11 8,048 SQUARE FEET 425.582.9928 FAX 425.5829930 425.508.4951 FAX 425. 357. 3577 DESCRIPTION 9NPDES CONSTRUCTION PERMIT REQUIRED CONTACT: ROB ROSS CONTACT: DARREN RIDDLE / APPROVED BY: - (/N FOR PROJECTS WITH LAND DISTURBANCE GENERAL NOTES DATE:$ • 11 • 141 PROPERTY LINE OF I ACRE ON MORE - - ABN (ABANDONED SIILFAOF aim STAIDMD PLAN MURES 1. DEE NOTES SHALL APPEAR OR PROJECTS FOR THE SURFACE WATER UTILITY. 22 DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS 6. THE EFDSOM AND SEDDUNTATI N CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE NIBaED TO BE ADJACENT PROPERTY LINE APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOIOWNG MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSIRUCTWN PROGRESSES AND 2 BEFORE ANY CONSTRICTION OR DEROI`MENT ACTIVITY OCM A PRE - CONSTRUCTION MEETING MUST BE HELD A EACH WHET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION OR THE LOT, SO AS TO SERVICE ALL UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PEAIBIEE 9RNL ANTICIPATE THAT MORE EROSION AND BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAWS, AND ANY OTHER SURFACE OR SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONIR(IL ON THE SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE EACH OUTLET PROPOSED SITE WANG 711E COURSE OF CONSTRUCTION• IT SHALL BE THE OBLIGATI AND RESPONSIBILITY OF 1 ALL DESIGN AND CONSTRUCTION SHALL BE N ACCORDANCE NTH THE RENTON MUNICIPAL CODE (RMC). THE A SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED SIORMWATER CONVEYANCE SYSTEM OR TO THE PERQTEE TO ADDRESS ANY NEW COOCIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE TEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, MIDGE AND MUNICIPAL CONSTRUCTION PREPARED AN APPROVED OUTFALL LOCATION. ADDITIONAL FACILITIES. DYER AND ABOVE WNW REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT- HIGH, 2' X 4' STAKE MARKED ' STORY' OR PROPERTIES AND WATER QUALITY OF THE RECEIVING "AGE SYSTEM. PIER WORKS DEPARTMENT. R SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE 'DRAIN'. THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, ARID BE SECURED TO THE STALE. 7. APPROVAL OF THIS PLAN IS FOR EtOSOM/SEDMIENTATOM CONTROL ONLY. R DOES NOT CONSIITUTE AN PROFESSIONAL CM. ENGINEER TO CORRECT ANY ERROR, MOM OR VARIATION FROM THE ABOVE C. PPE MATERIAL SHALL CONFORM TO UNDERMAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE APPROVAL OF STORY DRAINAGE DESIGN, S12E NOR LOCATION OF PIPES, RSTRICIORS, CHANNELS, OR RETENTION REQUIREMENTS I= N THIS PLANS. AL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. WATER DESIGN MANUAL AND, IF NCN- METAUG THE PIPE SHALL BE PLACED IN A TRENCH NTH A TRACING FAUTIM PIV -.. - -- R WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. SANITARY SEWER LINE 4. APPROVAL OF THIS ROAD. ORA K PARKING AND DRAINAGE PLAN DOES NOT CONSIITUTE AN APPROVAL OF D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS 8. ANY AREAS OF EXPOSED SOS, INCLUDING ROADWAY EMBAHOE317S THAT WILL NOT BE DISTURBED FOR TWO ANT' OTHER OOLSIRUC110N (E.G. DOYESAC WATER CMVEYAACE. SEWER COMVEYMCE, GAS, ELECTRICAL THROUGH INDIVIDUAL LOTS. DAYS DIVING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 301H) OR SEMEN DAYS DINING THE DRY ETC.)TE SIRACE WATER OUNAGE SYSTEM SHALL BE CONSTFI ICIFD ACCORDING TO THE REPROVED PLANS, E THE APPUCANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBO T SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STAMM WITH THE APPROVED ESC COYER WICK ARE ON FILE N WITH THE CRY. ANY DEVIATION FROM THE APPROVED PLANS WILL REWIRE WRITTEN CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E0. PONE. GAS, TELEPHONE, TELEVISION). LEIM (EO, SEEMING MULCING, PLASTIC COVERING. ETC.). APPROVAL FROM THE CITY OF RENTON RUE WORKS DEPARTMENT SURFACE WATER U11UTY SECTION' F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS G STOW DRAINAGE PIPE SYSEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL RQUBFMff B APPLY M AL CONSTRUCTION SITES DIP DISCHARGE LINES USED M DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACIRM CLEARING BETWEEN OCTOBER 1 AND MARCH 30 NCU9VE, UNLESS OTHERWISE APPROVED BY THE CITY L GRADING ACTIVITIES (SITE ALTERATION) ARE UNITED TO THE HORS OF 7 A.Y. TO 7 P.M. MONDAY TRRWGH PREVENTION OR A CHECK VANE MUM AN ADAIMENT PROCESS SATURDAY AND NO WINK ON SUNDAY IS AI AWED, IR ESS OTHERWISE APPROVED WITH A WRITTEN DECISION ELEVATION - -- 10. COYER MEASURES WILL BE APPLIED N CONFORMANCE WITH APPENDIX D OF TIE SURFACE WATER DESIGN BY THE CITY OF RENTON. 21 ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST MANUAL EOP DEMONSTRATE ONE OF THE FOLLOWING THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED M 7. IT SHALL BE THE APRICANYS /CONTRACTOR'S RESPONSIBILITY TO OBTAIN AL CONSTRUCTION EASEMENTS MAINTAIN THE MOISTURE CAPACITY OF THE SILL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE 11. ANY MEA NEW ESC MEASURES, NOT REQUIRING IMMMATE APDM, SHALL BE ADDRESSED WHIN SEVEN NECESSARY BEFORE INITIATING OF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO IXNSIRUC110N. MOISTURE CAPACITY. (7) DAYS. EX 24. PROOF OF LIABILITY INSURANCE STALL BE SUBMITTED TO THE CITY PRIOR M CONSTRUCTION POW ISSUANCE 12. THE ESC FACILITIES ON MOVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF VICE A MONTH & FRANCHISED UR11ES (N BITER INSTALLATIONS THAT ARE NOT &BONN ON TEST. APPROVED PLANS SHALL NOT RIGHT OR WITHIN 24 HOURS FOLLOWING A STORY EVENT. BE CONSTRUCTED TRUSS AN APPROVED SET OF RIMS THAT MEET AL RWIREMENTS OF CHAPTER 4 OF THE 2S ISSUMCE OF THE BUILDING PERMITS BY TUT. CITY NE DOES NOT RELIEVE SURFACE WATER DESIGN MANIA. ARE SUBMITTED TO THE CITY OF RENTON LE AL OBLIGATION TE WITH AT OWNER OF THE CONTINUING LEGAL OBLIGATION MD /OR LIABILITY CONNECTED WTU SIIXN SURFACE WATER OWNER O 11 AT NO TIME STALL MORE THAN ONE (1) FOOT OF SEDIMENT R ALLOWED TU ACCIAAILAIE WITHIN A CATCH 9. DATUM SHALL BE RAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. RFERERCE BEN061ARK DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT MY OBLIGATION FOR THE PROPER BASIN. AL CATCH BASINS AND CONVEYANCE LEES SHALL BE CLEATED PRIOR TO PAYING. TIE CLEATING AND ELEVATIONS ARE NOTE) ON I E PLANS. FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED WRING CONSTRUCTION. OPERATION SHALL NOT RUSH SB IMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. ANY DEWATERNG SYSTEM NECESSARY FOR RE CONSTRUCTION OF SIDAYWATER FACILITIES MUST BE SUBMITTED 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE 14. DINING THE TIME PROD OF WrM 1ST THROUGH MARCH 301H, ALL PROJECT DISTRIBUTED SOIL AREAS TO THE CITY FOR REVIEW AD APPROVAL EQUIPMENT, FLAGC4R5, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE GREATER THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOOKS, STALL BE COVERED BY MARCH, -._ PUBLIC, AND M PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. MY WINK WITHIN THE SODDING OR PLASTIC COVERING. It AL UTILITY TRENCHES AND ROADWAY SIBGUADE SHALL BE BAgO1EED AND COMPACTED TO 95 PERCENT TRAVELED RIGHT -OF-WAY THAT MAY INTERRUPT NOVA. TRAFFIC FLOW STALL ROAR A TRAFFIC CONTROL 15. MY PERMANENT REIENTOM/OEIENTON FACILITY USED AS A TBP(NARY SETTING BASIN SHALL OF MODIFIED MY DENSITY, STANDARD PROCTOR. PLAN APPROVE BY THE PUBLIC COORS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. AL SECTIONS OF WATER LINE - - WA - - - WA THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 1FE NECESSARY EROSOM CONTROL MEASURES AND SHAT PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 12 OPEN CUTTING OF OWN ROADWAYS FOR NON - FRANCHISED UTILITY OR SON DRAINAGE WORN IS NOT I FLANGE I F ET/F00T POW" FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST ALLOWED UNLESS SEEI FICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS 27. PROJECT LOCATED WTHN THE AQUIFER PROTECTION ARA (MA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE RE FINAL GRADE OF ANY OPEN CUT SHALL BE RESTORED N ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3 -050). TE PERMANENT FACTORY. STANDARDS. SO SQUARE FIR HYDRANT 11 PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SIAM SE RIEYED 1D 11 ALL SD ENTATION/ER090N FACSTIES MUST BE IN OPERATION PRO TO CLEARING AND BUILDING GV MOM WHICH ONES CM BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISIUDED AREAS STALL BE CONSTRUCTION, AND THEY MIST BE SARSFACIORLY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE 1. TEST. NOTES SHALL APPEAR FOR ALL PROJECTS -SITE NPROVE11EN1S SURFACE WRIER UITI; WASIEWAIER THESE OR ALL SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE NET TAX A SIM MM OF THOSE AREAS TO BE SEEDED AND TRH ARIAS TO REMAIN UNCOVERED STALL BE SBUTIED TO THE CITY OF RENTON FOR EM. POTENTIAL FOR ON-SITE EROSION HAS PASSED. WAFER UTILITY, ARIL TRANSPORTATION PIONS - - T 14 AL RETFNIION/DETFNIION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCWRS, A PIE - CONSTRUCTION MEETING MUST BE HELD IB1 ERRALNOIES WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE NTH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY PLANS FOR WATER UTILITY SECTION. o STRUCTURES 90 AS BRDGES, VAULTS AND RETAINING WAYS REQUIRE A SEPARATE WEN AND APPROVAL 1 THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE BY THE CITY PIIOR TO CONSTRUCTION. 15. AL PPE AND APPURTENANCES BULL BE LAD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO C(NSTRUCIDN IN STATION THE WPoENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROM AND BRIDGE CONSTRUCTION. THIS ACCORDANCE WTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EOSON CONTROL ROOKERIES SHALL INCLUDE NECESSARY LEVBNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS CONSTRUCTION. WRING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE SHALL NOT BE CONSTRICTED TO SERVE AS RETAINING WALLS. AL ROOO1tES IN CITY ROAD ROUT -OF -WAY TOLL AS PLACEMENT AND COMPACTION OF BONED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE PERMITTED. THE CLEARING LIMITS SHAT BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE STALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS ROOKERIES OUTSBE OF ROM RIGHT-OF-WAY MR LENGTH OF THE PPE WILL BE SiffORIED ON A LI FO6LY DENSE, UNYIELDING BASE. AL PPE DURATION OF CONSTRUCTION. SOUL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. BAILING SHALL BE APWA CLASS T', WITH THE EXCEPTION OF PVC PIPE IE INVERT ELEVATION 16. STEEL PIPE SHALL BE AUfBi'FD, OR GALVA M) WITH ASPHALT TREATMENT j1 OR BETTER INSIDE AND 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND !STEEL 90' BEND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS CONSTRUCTED WHEEL WASH GJ gR58E. SYSTEMS OR WASH PADS MAY BE REWIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK ILENGTi/LINE I - - 17. ALL MANAGE SIRUCT IFS, SUCH AS CATCH BASINS AND MALHOES SOUL HAVE SOLID LOCKING LIDS ALL OUT TO ROM RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. THRUST BLOCK - DRAINAGE STRUCTURES ASSOCIATED WITH A PENMENT RRNTDN/OETWON FACILITY STALL HAVE SOLID S ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIM ♦ LOOM LIDS TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SOOT TO SURFACE WATER, j LINEAL FOOT 18. BUILDING ARID OTHER STRICTURES SILL BE PLACE) IN ACCORDANCE WITH TABLE 41 EASEMENT WIDTHS AND DRAINAGE SYSTEMS AND ADJACENT PROPERTIES ALL EROSION AND SEDIMENT FACILITIES STALL BE MANTANE) 'IMP OF CUB BUILDING SEIBACIKS LNES. IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND LOW POINT -.. LEFT MAXIMUM MECHANICAL 19. ALL CATCH BASIN ORATES SHALL BE DEPRESSED 0.10 FEET BEIM PAVEMENT LEVEL. ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITFE TOP OF WALL TOP ELEVATION TYPICAL VERTICAL CURVE 20. ALL DRIVEWAY COVERTS LOCATED WITHIN CITY OF RENTON RIGHT-DF -WAY STALL BE OF SUFFICIENT LENGTH ° m TO PROIIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROC( TOP I TYP ASPHALT PAVEMENT FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROC( ..;2; ,sz a1 <. _.r CRUSHED SURFACING PLACED TO A DEPTH OF OE (1) FOOT AND MUST MEET THE FO LOWING SPECIFICATIONS: ......... . VC 4 - 8 NCH ROCK / 40 - 70% PASSING` 2 - 4 NOU ROCK / 30 - 40% PASSING AND MH MIN�YNNUY - MANHOLE -_ LESS THAN 2 NCR ROCK / 10 - 20% PASSING. W/ WE I WITH WATER METER MYLAR SUBMITTAL x20.0 JPU 08 07 14 TT - - POWER LINE GASLINE SIGN - I: - - - L - - - E E PERMIT RESUBMITTAL JPU 07 24 14 GG 10 =30' 21. AL BUILDING DOWNSPOUTS AND FOOTING MANS SNAIL BE CONNECTED TO THE STOW DRAINAGE SYSTEM, n PERMIT RESUBMITTAL JPU 07 01 14 UNLESS APPROVED BY THE CITY PLAN RVEWR OR SURFACE WATER UTILITY SECTION. M ACCURATELY �r7 ER °PW10 DIMENSIONED. CERTIFIED AS-WLT DRAWNG OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON PERMIT RESUBMITTAL JPU 04 30 14 GOWN. 250 47H AVL 5.. SURE 200 EDMONDS. WASHINGTON 911020 PERMIT SUBMITTAL JPU 12 23 13 ram91A I 1 I PHONE (425) 771 -5500 � M WH TAX (�) 77 NIL. REVISION BY DATE APPR �^ PROJECT SITE 5 401St 5 LEGEND DESCRIPTION DUSTING PROPOSED / APPROVED BY: - (/N DATE: 8-11-14 ABBREVIATIONS APPROVED BY: DATE:$ • 11 • 141 PROPERTY LINE - - - - ABN (ABANDONED YJ MON NTS OC (MECHANICAL JOINT I MONUMENT NOT TO SCALE -.__ -- ON CENTER ADJACENT PROPERTY LINE - - - - BDG I BUILDING CENTERUNE - - BOW BOTIOI OF WALL CLEARING LIMITS SEDIMENT BARRIER -. -_ -- -CONTOUR LINE FENCE - CB CMP 00 (XNC COUNT W YD DDCVA CENIEIINE CATCH BASIN CORRUGATED METAL PIPE aEA OUT CONCRETE CONSTRUCTION (WRFC YARD -X-X- PC POINT OF CURVATURE -100 -- - ❑ - ❑- ❑ - - -__ -s;- ss (Oj - > SD > SD - R R R - F - - F - - - F - -- p r - -- -... _ -- - (L]� PI POINT OF INTERSECTION ❑ ❑ ❑ X55 ->~SS- Q PIV -.. - -- R POST INDICATOR VALVE SANITARY SEWER LINE - -- PROPERTY LINE MANHOLE PT POINT OF TANGENCY STORY DRAIN MAIN PVC PM PWT PVT R REINF RJ (POINT OF VERTICAL CURVE PINT OF VERTICAL (INTERSECTION (PAVEMENT POINT OF VERTICAL TANG RADIUS REMOMIENT RESTRAINED JOINT STORY DRAIN PIPE - DWBIE DETECTOR CHECK VALVE ASSEMBLY __._.. -R-R- -F-F- _P _P_ ■ _ - Q -- ROOF DRAIN DIAMETER (DUCTILE IRON PPE (EACH _. EXPANSION JOINT -_ - FOOTING DRAIN DIP PRESSURE LINE EA CATCH BASIN (TYPE 1) EJ CATCH BASIN (TYPE 2) ELEV ELEVATION - -- CLEMOUT U EOP EDGE OF PAVEMENT NET RETAINING CLEANOUT AND WYE � �` EX EXISTING FIT RIGHT GRADE BREAK - - - - - - - FDC FILE DEPT. CONNECTION SD STORY DRAIN SURFACE SWALE - FFE _- FINISHED FLOOR ELEVATION SECT SECTION DRAINAGE ARROW -._ -'• FH FIRE HYDRANT SDYH STORY DRAIN MANHOLE WATER LINE - - WA - - - WA WAWA- FL FT I FLANGE I F ET/F00T SIM SIMILAR WATER METER I u N SO SQUARE FIR HYDRANT GV I GATE VALVE SS SANITARY SEWER FDC _ -'o' - - - T HP HIGH POINT SSMH (SANITARY SEDER MANHOLE PIV o HT HEIGHT STA STATION GATE VALVE x Z ID INSIDE DIAMETER STD STANDARD TEE ,_L, IE INVERT ELEVATION SR !STEEL 90' BEND ,I GJ L ILENGTi/LINE I - - TB THRUST BLOCK - THRUST BLOCKING n ♦ LF j LINEAL FOOT TOC 'IMP OF CUB CAP LP LT MAX MECH LOW POINT -.. LEFT MAXIMUM MECHANICAL TOW TOP OF WALL TOP ELEVATION TYPICAL VERTICAL CURVE CONCRETE PAVEMENT ° m TOP I TYP ASPHALT PAVEMENT ..;2; ,sz a1 <. _.r CRUSHED SURFACING ......... . VC ROCKERY SPOT ELEVATION MH MIN�YNNUY - MANHOLE -_ W/ WE I WITH WATER METER f -20.0 x20.0 TELEPHONE LINE - - - - - - I - - - i - TT - - POWER LINE GASLINE SIGN - I: - - - L - - - E E - c - - -c - -c- GG n R- 314401 CITY OF RENTON APPROVED BY: DATE: BI(R / t4 / APPROVED BY: - (/N DATE: 8-11-14 APPROVED BY: DATE:$ • 11 • 141 APPROVED BY: DATE- > CITY OF U13006707 RENTON CENTER SENIOR LIVING RENTON 625 RENTON CENTER WAY DATUM RENTON, WA Planning /Building /Public Works Dept. COVER SHEET AND GENERAL NOTES C D' {'Z - -7� -/ 4 L/ O mmil 07/01/14 C1 1 w zz U w 'o o: CL W c r U) I CL 0 z J z Ill U) cc W I- z Lu U z 0 I- z Lu 1. THE APPLICANT SHALL COMPLY WITH THE TWO MITIGATION MEASIIES ISSUED AS PART OF THE DETtERIANATION OF NOT!- SIGNIFICAla MITIGATED, DATED APRIL 7, 2D14 A ALL EARTHWORI( PEFMI D, IMPLEMENTED BY TEE APPLICANT, SHALL BE CONSISTENT NTH THE RECOMMENDATIONS OF THE (EOTECIWAL REPORT, PREPARED BY 71PPER GEO ASSOCIATES, INC., DATED DECEMBER 11, 2013. B. A SURVEY SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER THAT CONFORMS TO THE REQUfEIENTS AND STANDARDS OF THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND MUST BE CONDUCTED OTTER THE ON -SITE SUPERVISION OF A STATE - APPROVED OTCHAEOLOGISE PRIOR TO CONSTRUCTION PERMIT APPROVAL 2 THE APPLICANT SHALL BE REMO TO SNIT TO THE CURRENT PLANNING PROJECT MANAGER SONG AND LOCATION DETAIL FOR THE REFUSE AND RECYCLABLE DEPOSIT ARE PRIOR TO BUILDING PERMIT APPROVAL ADDITIONALLY, THE APPLICANT WOULD BE REQUIRED TO DEMONSTRATE HOW REFUSE AND RECYCIARIES WOULD BE PRIED UP AND WHERE R WOULD BE LOCATED ON PN7( -IOU DAY TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER. THE APPLICANT MAY REQUEST A MODIFICATION OF THE REFUSE /RECY(XABLE ARE REONEIENIS FROM STAFF. .1 THE APPLICANT SOUL BE REMO TO SUBMIT A REVISED LANDSCAPING PLAN DEPICTING 10 -FEET OF LANDSCAPING BETWEEN THE SDEIYALK AND BIRDER ON THE WSTERN PORTION OF THE NORTHERN FAW WHICH INCLUDES SUBSTANTIAL LANDSCIM TEE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY RE CUR NT PLAN NIG PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL 4. THE APPLICANT SNAIL REVISE THE SITE PLAN TO DEPICT A WFEREN11AMN IN MATERIALS FOR ALL PEDESIRAN CONECTNNS WARN PARKING AREAS AND/OR DRIVE AISLES ON SITE THE REVISED SITE PLAN STALL BE SUBMITTED TD AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PETER APPROVAL 5. THE A PPUCANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS INCLUDING LIGHTING MIXTURES, CONTRASTING MATERIALS, OR SPECIAL DETAILING ALONG THE NORTHERN AND WESTERN FACADES THE REVISED ELEVATIONS STALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO REM PERU APPROVAL 6. THE APPLICANT STALL SUBMIT REVISED ELEVATIONS DEPICTING THE USE OF THE SAME MATERIALS FINDS ON ALL SIDES OF THE BUILDING AS WELL AS ADDITIONAL CHARGES IN MATERIALS AND NOT JUST COLOR OR DIRECTION OF SDIK THE REVISED ELEVATIONS SOUL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PEER APPROVAL THE APPLICANT MAY ALSO WANT TO CONSIDER THE USE OF THE BRIO(, INTEGRALLY COLORED CONCRETE MASONRY OR A SIMILAR HIGH QUALITY WATERIAL, TO GROUND THE ENTIRE BUILDING FOR A HECHT APPROPRIATE TO THE SCALE OF THE STRUCTURE 7. THE APPLICANT SHALL S EMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROECT MANAGER PRIOR TO RUNG POW APPROVAL ACCEPTABLE MATERIALS INCLUDE A COMBINATION OF BRICK, HTEGRMLY COLORS OONCIEIE MASONRY PRE-FINISHED METAL, STONE, SLEET, GLASS, CASEIN -PLACE CONCRETE, OR OTTER HIGH QUALITY MATERIAL. 8. THE APPLICANT SHALL BE REMO TO PROVIDE A UG TNG PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING ID SSVE GLARE ON ADJACENT PROPERTIES AT THE TIME OF BUILDING PERMIT REVEWW, THE LICKING PLAN STALL BE SIBIITRD TO, AND APPROVED BY, THE CURRENT PLANING PROJECT MANAGER PRIOR TO RUNG PEW APPROVAL I THE APPLICANT SHALL SAINT A REWSD SITE PLAN DEPICTING BICYCLE PARKING IN CONFORMANCE WITH RMC 44- 090F.11. THE REVISED SHE PLAN SOUL BE S llwTED TO AND APPROVED BY THE CURRENT PLANNING PROECT MANAGER PRIOR TO DAM PEROT APPROVAL 10. TIE APPLICANT SOUL BE REMO TO SUBMIT A RECORDED RELEASE OF EASEMENT FOR THE PORTION OF WATER MAN LIM THE PROPOSED BUILDING POW RE RELEASE OF EASEMENT SHALL BE SUBMITTED TO THE CURRENT PLANNING PLAN REVIEWER PRIOR TO COMM PERMIT APPROVAL 11. THE APPLICANT SHALL BE REQUIRED TO AND /ON RELOCATE THE PROPOSED STRUCTURE TO AVID ENCROACHMENT INTO THE OEM SEWER MAN EASEMENT N THE SOUTHERN PORTION OF THE STE. THE "SED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL 12. THE APPLICANT SOUL BE REMO TO RECORD THE NECESSARY COVENANTS ON DECLARATIONS OF RESTRICTION OF THE PROPERTY TO ENSUE THAT NO CHILDREN DULL RESIDE IN THE DEVELOPMENT. THE RECORDED DOCUMENTS SHALL BE SLURRIED TO BY THE NRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PE15U APPROVAL 11 F NOT DOE SO ALREADY, STAFF 9141.1. VERITY WIETIER THE PROPOSAL CAN BE MADE TO CONTRIBUTE TO TRMNW FACILITIES AS CON9SIENT WTH THE INTENT OF INC 4- 9- 20093XDXIV) AND CONDITION THE PROJECT ACCORDINGLY. ALL WORK AND WOW MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECRICATI NS OF THE CITY OF RENTON PLANNING/BIALDING/PUE IC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WaDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS @ SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF YORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS 01HERNSE APPROVED IN WRITING BY THE PLANNING/BULDING/PUBIIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WOW WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROOMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACRflWNG ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTTER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PANS APPROVED BY THE CITY OF RENTON, PUBUC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAVERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPETE THE FILL OVER PPE SHALL BE THE SAME AS DESCRIBED. It OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACIGIUEO NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS 07HMNSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE FLANS 13. ALL DISTURBED AREAS SHALL BE SEETHED AND MULCHED OR OTHERWISE STABILIZED TU THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COFIEDON OF CONSTRUCTION. It ALL PIPE AND APPURTENANCES SHALL BE WD N A PROPERLY PREPARED FOUNDATION N ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILONG/PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSUOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON N THE RENTON STANDARD PLANS k SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM ON THE TOP OF THE FOUNDATION MATERIAL. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GLADE SO THAT THE BRIE LENGTH OF THE PIPE WILL BE SUPPORTED N A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEIED ASTM D 3034, SN 35, ON DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UNITY. 16, IN UNIMPROVED AREAS, MANHOLE TO DDEND MINIMUM 6 INCHES AND MAXMUM 12 INCHES ABOVE FINISHED GRADE N MUST HAVE MNMUM 7 DIAMETER CONCRETE RING POURED AT GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. G CM ENGNEERM 250 4TH AVE. S, SURE 200 EDMONDS. WASHINGTON DOM PHONE (425) 778 -8700 FAX (425) 778 -5536 NO. REVISION 1. ALL WORK AND MATERIALS SHALL BE N ACCORDANCE WITH THE LATEST EDBIGN OF THE CITY OF RENTON PUBLIC WOW STANDARD SPEGFICATIONS AND SPECIAL PROVISIONS AND WSDOT I APWA STANDARD S'ECFICADONSLATEST EDITOR AS AMENDED BY THE CITY OF REHM A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTE JOB SITE WIIETM CONSTRUCTION IS N PROGRESS. A PRE - CONSTRUCTION CONFERENCE STALL BE HELD PRIOR TO THE START OF CONSIRIICTION.TRE CONTRACTOR AND OR DEVELOPER SHALL BE FE99ME FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSIRUCTBNL I ALL EMSNG UTILITIES STALL REMAIN N SERVICE DINING COISIRUCTION DRESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1 -B00- 424 -5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. I ALL MATERIALS USED FOR THE COHSTRUCRON OF WATER SYSTEM IMPROVEMENTS STALL BE NEW AND UNDAYAGED,AND CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SHE 4. ALL WATER MAN PIPE MATERIALS SHALL BE CBOT LINED DUCTILE IRON PIPE,TIAOOESS CLASS 52 PERAWWA C 151AND CHIC PIPE JOINTS SHALL BE PU91 -014 OR MECHANICAL JOINT. CASE NON OR DUCIDE NON PPE FITTINGS SOUL BE CLASS 250 AS PER ANSTIAWWA CI10lA21.10 -82 ALL DUCTILE RAIN PPE AND FITTINGS SHALL BE WRAPPED WITH 8-M. BLACK, TUBE - TYPE, POLYIIHttBE PLASTIC PERAWWAC105 STANDARDS 5. WNW COVER FROM TOP OF WATER MANS TO FINISHED GRADE SHALL BE WINCES FOR PIPE METER OF 10-MCH OR LESS AND 481NCHES FOR PIPE METER OF 12-M AND LARGER MAXIMUM GIVER FOR ALL WATER MANS SHALL BE 60 INDIES ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR. THE PROFILE OF THE WATER MAN STALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MM M 0OVER. PIPE DEFLECTION SHALL NOT EXCEED OE -HALF OF PIPE MANUFACTURERS SPECIFICATION FOR S12E OF PIPE USED. ALL TRENCH BACIGBL SHALL BE COMPACTED TO 95 PERCENT MAXOIUM DRY DENSITY AS DETERIIE.D BY THE MODIFIED PROCTOR TEST METHOD (LDD) IN ROADWAYS,ROADWIAY SHOIRDEFUCADWAY PRISM AND DRIVEWAY$AND 85 PERCENT MOD IN UNPAVED AREAS ALL PIPE ZONE COMPACTION SNAIL BE 95 LTD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESGNSINSTAL ED AND POURED IN PLACE IN ACCORDANCE METH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HMMffAL BENDVmNGS AND BASE OF HYDRANTS MEGA -DUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECIUTBCAL ONUS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAN PIPES AND FITTINGS STALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DSI FECTED,AND TESTED. MEARKPRESSUIRE AND PURITY TESTING SHALL BE DOE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UNITY INSPECTOR. THE CONTRACTOR SHMISUPPLYJNSTAU.AND REMOVE PILUGS, CORPORATION SIOP$NDW-OF ASMJBIE.S,AID THRUST RESTRAINT I BLOGIO FOR TESTING AND PURITY ACCEPTANCE NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEVI WET -TM VALVE TO AN EXISTING MAIN UIRM THE NEW PF4D HAS BEEN FOAM- PIGGmJXSNFECIEDAMED,AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MANS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PS TEST PESSRE FOR 120 MINUTES WITH A MAINUM OF 5 PSIPRESSIIRE DROP DIED THE ENTIRE TEST PERIOD. IRON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LSE SHALL BE DISDEECIEDYLUS ED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR BULL NOTIFY THE CITY OF RENTON WATER UWITY AND MAINTENANCE DEPARTMENTS AT (FAST 10 WORKING DAYS PRIOR TO MAI NG CONNECTIONS TO THE OEM WATER SYSTEM. TIME CONTRACTOR STALL EXPOSE THE OEM WATER MAIN AND FITTINGS AT THE CONCT N POINT BEFORE ORDBDD THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONKCTION. THE CONTRACTOR SHALL 00VATE,NBIOVE ALL SURFACE MATERIALS AND PROVIDE SHOED AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE DOSING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACIMOONCAETE BLOCING,ARD COMPLETE SURFACE RESTORATION. mm mEmm Eli 10=30, � I F IOC OE MI sYC Pauoar R- 314402 CITY OF RENTON APPROVED BY: - DATE: S•O• /'f APPROVED BY: DATE: APPROVED BY: DATE* APPROVED BY: DATE' Epp CITY F U13006707 RENTON CENTER SENIOR LIVING 07/01/14 CI O RENTON TY O 625 RENTON CENTER WAY DATUM RENTON, WA Planning /Building /Public Works Dept. C2 GENERAL NOTES 2 X12 CT> �Z- IAUK INIk INIAF/ `s a w � N i i z °o n� a. 9�z �z n I' I$ Iz H ch li M CL w 0 z z w > 'O J a cc: z W cc W I- z LLI z O I- z W BMW AM SEDIMENT CONTROL RECOMMENDED SEMENCE 1. PREP MEEDNG. 2 POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING UNITS 4. INSTALL CATCH BASIN PROTECTION IF REWIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). o s o °s W i CB R)M -26. 16 17 CP NE 20.5 "N� i ,1, i 12 "CPP � 6. INSTALL PERIMETER PROTECTOR (SILT FENCE, BRUSH BARRIER, ETC.). 7. WN5IRUCT SEDIMENT PONDS AND TRAPS. � �� � 05,0 � `os ASPHALT 8. WOW SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS ETC.) SIMULTANEOUSLY WITH ` CLEARING AND GRACING FOR PR0,ECT DEVELOPMENT . i �\ 9. MAINTAIN FR09ON CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN v MANUAL AND MANUFACTURER'S RECOMMENDATIONS. ASPHALT , °-S,0 v A \ - %c 2 15 \ \ 'yo 10. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE (N) 21.0 THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT � .. i q 1�2' CPT S Z 1.05 c, S 5 ASPHALT CONTR(M. STANDARDS. / 'N �UCREIE 11. COVER AREAS THAT WELL BE UNWOTIQ:D FOR MORE THAN SEVEN DAYS WRING THE DRY SEASON OR TWO - // �, �?, so v CATCH BASIN o ASPI TALI DAYS DURING THE WE SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. L ' \ v �y SEDIMENT PRO TI 5,0 \ ✓ /- 12 STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. n v S \; v 0 C5 RI EXISTING 4 14. SEED OR SOD ANY AREAS TO REMAIN UNMVB FOR MORE THAN 30 DAYS COMMERCIAL /� �- �� " O Aso �� �8" PP W)- '_5..5 v C BUILDING "O 1S UPON COPLETION OF THE PROTCT REMOVE ANY REMAINING EROSION CONTROL MEASURES. =etZWmT 5fb2W Fhc- RIR�e.i jr- coS1/ R.¢h 'DEPo5,T1 ,N (VACANT) �' ASPHALT � v� _ ° 05,0 P1 / / < v� j � - -- CB RIM S5 /i - \ v �� jj _ 'S 12" CPP(N) -22.08 _ v I2" CPP(SE) -22.13 INTERCEPTOR SWAIE � � 'S5 � � i -su _ - WITH CHECK DAMS S0 v� �� O 50' OC MIN 5 g �� vo v i -sp- _� -- - -SD -_� s INSTALL NEW 12' WATER U E PRIOR TO �i CB 1(�)4' e e STABIUZED CONSTRUC TION ABANDONING DUSTING WATER�UNE ON i 6" `. ) v ASOUTH SIDE OF PROPERTY ENTRANCE ASPHALT � 1�1 \ ASPHALI CATCH BASIN DENO Sl'ORM SYSIEM o CB RIM =25.92 - ° `� SEDIMENT PROTE ON C13 RIM -23.81 ` PRIOR TO CAPS NEAR �-- -- -6 "- PMG(W) -= 4.25 v v` �0 )- � - in B1. FIHOW =7.591 �v ��� � ( 4 CAIIBASIN 6B �V(N �.2�.10 0 - ' -- 0 (1, 8" CPP 20.41 LI WEST PROPERTY LINE v//1 I ROW ` �SEDI ENT PROTEC v _ W • - - / 6•' PVC(E�=24.05 V A ` -�5 H `IM 24.85 _ 6 PVC(W) -24.10 _- �A v EXISTING SEWER IE 12 DI(N 14.60 x _ v () LIE 17 °DI(WJ =11460 - --sD -- -_sow ASPI WALT A 1C so SEDIMENT TRAP WITH 30' x 120' DIMENSIONS 0 _/ REMOVE GRAVEL WITHIN - v� CLEARING UNITS -so- - � 4� LEVEL OF OVERFLOW SPILLWAY (SET 10' MEN �� AWAY FROM WATER LINE TO BE _REMOVED). �. - - -- - A 8" CI'1 W �4 SSMH RIM-24.61 A ` - 1 WATER MAIN (00R) & LDS, REMO dSP ) _ - N C TIM 7S 88 CAP STORM __ _ It 17° -DIN =14.11 �' R v�' - - FHS, AND VALVES 10 LOS. - WITHIl�`UEARING UNITS - - ( ; A ,,�$` V " r 10 VC(S) 21.58 DRAIN _ w' ' - - SS IT 12 DI L) -14. 11 v -- AFTER COMPLETION OF NEW 12' WA IE 12 01(S) =14.07 v v v _ 6' P ;(F) 2198 i I MAIN. REFER TO C41 F N - •�� •�� ., CB RIM -2` AUGNMENT N _ y ONG 2641 TH P�tOPER !TINE x �(r S 1 C'P (W)= 2.56 T- �X _ CAP STORM v� _ 8 CPP ) 2 46 DRAIN -��s )C REMOVE IX TREES CB I_IM =P� .25 - WITHIN CLEARING UNITS X 12" P(E) 220 -� t INSTALL SILT FENCE SS HIM 276 MH 53 REMOVE CB WHEN ��,� `S \ ` w _ w� E) -21.14 _ -� _ - _ �y, � v � � s _ `% LIE 8" PVC (FV W) =21.44 � SEDIMENT ` 12 CPP N)-21.19 _ 1 IE 8 PVC S-2134 REMOVED CAP SEWER 1 �v t_ X REMOVE CURBS WITHIN v � CLEARING LIMITS T \ ( v °lt� IM27„Z� DEMO LIGHT _ TELEPHONE BO%�dc N \ v C 8.._- C) 23.4< t�(7�� -- -- STANDARDS N1TIUN CLEARING LIMITS ASSOCIATED CABLE TO f?E A ; ��� `� EX SSMF+� REMOVED AND REPLACED. v v�`; (Av9NDON-ED) - DEMO OLIO SEWER MAIN AND I Rm3 74403 CONTRACTOR TO COORDINATE v '� 34- MH NOT IN EASEMENT AN NEW LOCATION WITH COMPANY N \ Gam? 56ti v v � IREMOVE DUSTING FIRE HYDRANTS COMPANY s V Av vv AND DELVER TO CITY OF RENTON / MAINTENANCE SHOP / CITY OF RENTON - -- - � �.. IF lz CMP(w 16,0 NN -t El �� It 60" CMP(N) -16.12 APPROVED BY: DATE, MF \_ v LIE 60" CMP(S) -16.02 CB RIM =20.00 -�s`_ Y A ' ` ' vise -oo 7s APPROVED BY: _/ f�--Ze� DATP B• / /• /�= QMYLAR SUBMITTAL JPU OB 07 14 PERMIT RESUBMTTTAL JPU 07 /24114 oo4m �r7E , PERMIT RESUBMTFTAL JPU 07 01 14 PERMIT RESUBMTFTAL JPU D4 30 14 250 DM NDS AVE WASHINGTON S., SURE 200 W EDYOND 9!020 PERMIT SUBMITAL JPU 12 23 13 a9n9a E (425) PRONE (4Tu•) 771 -8700 FAX (427) 778'7736 NO. REVISION BY DATE APPR `9watu APPROVED BY: DATE' APPROVED BY: DATE: CITY OF U13006707 RENTON CENTER SENIOR LIVING 07/01/14 RENTON 625 RENTON CENTER WAY ^� DATUM RENTON, WA l-�� Planning /Building /Public Works Dept. TEMPORARY EROSION C3 CONTROL PLAN „� 3 X12 W Q 2 H U W 0 U R' CL u H 1h CA 11 a- CL w 0 f z Z w > 'o J a cc: Z W W W Z w z 0 Z W A CATCH BASIN SCHEDULE MARK TYPE GRATE ELEV INV ELEV NOTES Oi TYPE 1 25.95 N -x'03 4 CITY OF RENTON Planning /Building /Public Works Dept. U13006707 RENTON CENTER SENIOR LIVING 625 RENTON CENTER WAY RENTON, WA GRADING AND DRAINAGE PLAN 07/01/14 S - 2208 PERMIT RESUBMITTAL 2 TYPE 1 25.90 N - 2236 PERMIT RESUBMITTAL JPU o7 01 14 N - 2275 0 TYPE 1 26.0 E - 2275 °""e aIC Mot C5 W- 2265 PERMIT SUBMITTAL JPU 12/23/13 W- 21.65 a0u>owc s Nor x rw 0 TYPE 1 25.5 E - 21.75 APPR 5 7-12 N - 21.75 O5 TYPE 1 25.5 N - 21.0 E - 21.1 © 4' x 4' FILTERRA 26.25 22.70 g 26.75 (TOC) C6 C 6' x 4' FILTTEERR 25.90 2257 7 26.40 (TOC) C6 ® 6' x 4' 25 .56 22.23 B Il�A 26.06 (TOC) C6 0 4 8' TYPE 2 25.71 E - 19.94 CLOSED LID W - 19.84 S - 21.49 10 48' TYPE 2 26.41 W - 21.39 CLOSED LID SW - 2237 11 TYPE 1 26.39 W - 2265 CLOSED LID N - 2255 E - 18.74 12 48' TYPE 2 24.30 W - 1 1164 CLOSED LID S - 1 &74 E - 1 &04 13 7Y TYPE 2 2,196 N - 16.36 CLOSED LID S - 16.36 A A PLAN NOTES 1. ELEVATIONS WITH ASTERISK (0) INDICATE A 2- (0.17) OVERLAY OF EXISTING PAVEMENT. 2. REFER TO C8 FOR SEPARATIONS FROM WATER MAIN. 3. ALL UTIUTY LINES ARE PRIVATE UNLESS DENOTED '(COR)*. 4. FLOW CONTROL BMPS ARE REWIRED FOR 20% OF THE TARGET IMPERVIOUS SURFACE (0.2)(25,334 SQUARE FEET) = 5,067 SQUARE FEET REWIRE). 6,120 SQUARE FEET OF PERMEABLE PAVING IS PROVIDED. a ce alr -26.16 y 18" Cf P(N) -18.(56 �fl 4, 12" CPI�iNQ -20.65 v 12' CPP(�- 20.65/ °s v Oy 0 I \ 27.52' i \ I .330 \O. \ \/✓ y OVERLAY EXISTING' _ V \ - 27:540 � PAVEMENT \ o V q Oyo \ RIM = 2"20 '� \ 7 r" 1+� \ M .1 - C6 C PIN -21.00 " CP (S) =21.05 v ADJUST L® Ape ( Iw CONC RAMP AT 1VI12H, TYP 2 . t. `10 \ 7. \ . 26.990 26.50 v ` v ADJUST UD O CB RI -26.41 f EXISTING 111 LF, 1' -2' MAX HT � 1 y�gp \ \ �� \ ;x �„ _ COMMERCIAL CURB ALL W/ 1 OS'o �� (VACANT) HANDRAIL (vacaNr) h l' � / � �k ,��� �w cur � _ v � � _ _ z &sr GRAVE „ix ; BREAK UN CIE 8' TRIM � v � 1 � RIM = 25.95 27.87 N26.50 CON) WALL 1 \ 13 LF 12' \ •SpO �� U ENTRY W/ HARO�UL �� �" - PVC 0 0.5% `P� 30 16% \�\ '- ENTRY 2&25, 9\ �� 27.34• \ ...: ' \ CB ea' = 25.78 27.01 2&25 �, 27.0 0y °' • ` - oy 12" C�t'(SE) =222 3 i V % NEW PAVEMENT 27.27 2.0% CROSS SLOPE ENTRY �2Z50' � r� Tx i „ - _ - -so- _ 27.180 -a EpS11NG CB TO REMAIN. \ S TOWARD PARKING z �p -r'j "SO 1 SD- ' _ p RAISE TO GRADE, CHANGE \ \ C6 ` 26.760 L -- - so - -7Q SOLID LID \\ \EN1R 27.75 PoM =25.95 �` \ \ - SD -- -{.1 \ �s ENTRY \\2&25 27.25* r-- q 40 \ s 26.42 2&25 I ROOF IE 26.50 �v *p 27\27 p� 05% 26.7P 2 L7 �o L7USN 3 DRIVEWAY ENTRANCE , p7� SBMENT ALLOYS FOR 'V - \ /�. TOC SAW CUT R sum ACCESS SU CT PROPLRTY WA v 28.27 ` lD IDWNG'GRADES 1 A v os BEG t 1 256 260 `� , `'Y' e'- _ - -- - - -� \ .. / 27.28 \ � C( RI -2s,8 7 - \ 27.22 ENTRY i S 1 PROPOSED 210 27.95 T v t`4j ej(I�iill�' 4 l 3 A � Li� � ,A ENTR � SAW ClIT . 06 �rA, ro • BLDG FFE: 88.P6 2&25 ` �' 27.95 - -- S 25.0' » ,' _ .. j C6 28.25 �_ 27 v 27460 UNE�IYPr - \ � a v s p% CROSS AND a. ., FOOTING DRAINS PAPoONG '" x' ' , 2650 _,- 27.40 ; SS ,f ROOF IE / jw 26.30 ' (CDR)v.� V ' 13 12 : - ) _ �� .73 �� �e � TRY �p 2 &25 ,. ;�` I 27 ���. 27.6 � _ s \Xl g v vv`i\ 24.16P,Q�OA _ CURB V,±Y.,41 \vI \127.09 "�5 27.69 �S 3 r \ ROOF IE 23.50 SEMI RIM 21, v v .. V,LpAi •� s '� ,� 6- THICK, 7.95 V1 1 IT I7 DIN - 14. 17 ss ` + C� R ENTRY CONC WALL 2745 G IE 1z "o�E� =14 -11 STA6+ooi4 �;� �' 2 &2s � 2zso YARD BRAN /W /HANpRaL � .. �_ss �- GRADING QUANTITIES It 12 U15 -14.07 V v -S- ) 0 .0 1U DIP RaaF IE 2s.5 TOTAL EXCAVATION (CUT) - 1,430 CU. YDS. �'� �, ♦ o sox (PUBLIC) 2 ENTRY W C RAN, AT 1VI12H, TV TOTAL EMBANKMENT (FILL) - 4,080 CU. YDS. t v I - 116 LF - 12 2&25 ROOF IE 24.0 28.50 s 5 6 Toe 5 `` Pvc 0 0% ROOF IE 26.0 �� TOC 2 2 s n C6 TOTAL 2,650 CU. YDS. 33.41 \ `j \ , , 24.89 ,.. / 27.0 . ':-_' 26.25 THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT 25.16 ROOF IE 26.5 �'� Q.�` 27.25 PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT '2286 25.43 _ USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES EIOSNNG s 4 Pv 1 �� A 25.80 � � �� e � - � 3 PERUEABLE PAVERS FOR o A� 8' LANDSCAPE •\ ENTRY �I 2675 / 3 f - COURTYARD WALKWAYS RN RA�LR CONTRACTOR SHALL VERIFY LOCATION, DEPTH AND PLANTER \ \ �, o'. i SSMII RIM 27.69 Mil 53183AND PATIOS X225 C Vi 2 &25 x ;,.. •, 4 n r� n �\\ p , \ p� IF 8 PVC(F &W) -21.44 a NpRtHE SIZE OF 36 x 60 CMP ARCH PIPE & BURIED 8' SIDEW E?. v 1( `w"^`"; R I • 'T } IE 8 PVC(S) -21.34 - ee3 �S \ ROOF, FOOLING AND MINOR YARD gVEi1.�N - ' STRUCTURE" SHOWN IN FADED LAYER ON PLAN ON az c\z az ` -, 144 = 8 DRAINS N® NOT YEEf SETBACK �r1�! + REQUIREMENTS PER KCSWDM 4.12 i HARDIE AVE. THIS INFORMATION WAS TAKEN OFF STORM EASEYFNT FOR EXISTING N'" 1 \ I - `"• / PVC 0 QSX •, ` � r�3 � CITY OF RENTON AS -BUILT R- 21650A. ARCH PIPE EASEMENT EDGE Is v C . , I .. z� • .« • 112 LF = If ' 2 7.5' FROM CENTER OF PIPE (15 �I) \ . �\ - _ - \` -- PVC 0 0.5% MAX EASEMENT 1WDTH) � - - - -- \ I � DEDICATE BACK NEW v 70C� :.. vv 39_ SIDEWALK 2� �0.9Q v" v vv Iv i_ DOSTING CEMENT v ._ 21.22 SDMH RIM-22,72 CONCRETE CURB AND fv60� V�v 22 - \ PIPE i�. ,i� IE 12 "" CMP(W) -17.42 GUTTER TO REMAIN v X ❑ , IE 60 "" CMP(N) =16.12 IE 60° CMP(S) -16.02 C( RIM 70.0_0_ _ _ ash A v _ _ \� %1 GRADING AND DRAINAGE PLAN 1 I �° ..W 1i R- 314405 CITY 9F RENTON C e11GIIVEER®VG 250 47H AVE. S., SURE 200 MMMOS. WASNINOIOM 95020 PMOME (M) 778 -8500 FAX 778-55.34 APPROVED BY: DATE' 7/ APPROVED BY DATE_ •/% APPROVED BY: DATE: APPROVED BY: DATE' W C e11GIIVEER®VG 250 47H AVE. S., SURE 200 MMMOS. WASNINOIOM 95020 PMOME (M) 778 -8500 FAX 778-55.34 MYLAR SUBMITTAL JPU 108/07/14 1=�30� 1.A '°®"°" ""' ®'°' DATUM 4 CITY OF RENTON Planning /Building /Public Works Dept. U13006707 RENTON CENTER SENIOR LIVING 625 RENTON CENTER WAY RENTON, WA GRADING AND DRAINAGE PLAN 07/01/14 PERMIT RESUBMITTAL JPU 107/24/14 PERMIT RESUBMITTAL JPU o7 01 14 PERMIT RESUBMITTAL JPU 04 30 14 °""e aIC Mot C5 PERMIT SUBMITTAL JPU 12/23/13 amva a0u>owc s Nor x rw NO. REVISION BY DATE APPR 5 7-12 A-NNNNAin o V G L �OIN - 10 LF - If PVC 0 0.5% INLET OPENING 6J MAX BYPASS FLOW (CFS) I— INLET OPENING —I A. EACH UNIT SHALL BE CONSTRUCTED AT THE LOCATIONS AND ELEVATIONS ACCORDING TO THE SIZES SHOWN ON THE APPROVED 4'-0' ac� DRAWINGS ANY MODIFICATIONS TO THE ELEVATION OR LOCATION SHALL BE AT THE DIRECTION OF AND APPROVED BY THE FLOW 4x6 OR Gx4 ENGINEER PLAN VIEW 1.57 B. IF THE FILTERRA IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2x4 WOOD PROVIDED, 4x8 OR 8x4 TREE GRATE TO PREVENT ANY CONTAMINATION FROM THE SITE ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER 1.57 CL THE DELIVERY. CLEA.NOUT IL C. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6 -INCH GRAVEL BASE MATCHING THE FINAL GRADE 8" PVC 11 OF THE CURB LINE IN THE AREA OF THE UNIT. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE JENCTION 1.57 GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT 6x10 OR 10.5 4' -0" • +1 -2% OF OPTIMUM MOISTURE UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE PLACED TO THE SITE ENGINEER'S APPROVAL 1.57 8" PVC D. OUTLET CONNECTIONS SHALL BE AUGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO 4' -0' • 10" PVC MEET SITE CONDITIONS AND LOCAL REGULATIONS 10" I'w 7x13 OR 13x7 E ONCE THE UNIT IS SEL THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE T. 2.45 TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX BOX WAL RILE R INVITER_ 0 SECTION BEFORE BACKFIWNG USING A NON -SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL THE BOARDS ON TOP z Z OF THE LID AND BOARDS SEALED IN THE UNITS THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED A 9WI IMU. DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFIWNG SHOULD BE PERFORMED IN A CAREFUL MANNER, w TYPICAL FLUME BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6' LIFTS ON ALL SIDES PRECAST SECTIONS SHALL BE SET IN A MANNER THAT SEE BELOW FOR DETAILS NOT SHOWN J WILL RESULT IN A WATER TIGHT JOINT IN ALL INSTANCES, INSTALLATION OF FILTERRA UNIT SHALL CONFORM TO ASTM aSPECIFICATION CM 'STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTIUTY STRUCTURES% UNLESS DIRECTED OUTLET PIPE OTHERWISE IN CONTRACT DOCUMENTS O z F. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CDNTROL AND CLEANING AROUND EACH FILTERRA UNIT. LLI G. CURB AND GUTTER CONSTRUCTION (WHERE PRESENT) SHALL ENSURE THAT THE ROW -LINE OF THE FILTERRA UNITS IS AT A (1) GREATER ELEVATION THE THE FLOW-UNE OF THE BYPASS STRUCTURE OR REUEF (DROP INLET, CURB CUT OR SIMILAR). FAILURE TO I I cc COMPLY WITH THIS GUIDELINE MAY CAUSE FAILURE AND /OR DAMAGE M THE FILTERRA ENVIRONMENTAL DEVICE w H. EACH FILTERRA UNIT MUST RECEIVE ADEQUATE IRRIGATION TO ENSURE SURVIVAL OF THE UMNG SYSTEM DURING PERIIODS OF DRIER zWEATHER THIS MAY BE ACHIEVED THROUGH A PIPED SYSTEM, GUTTER ROW OR THROUGH THE TREE GRATE w d&NAlEll V A ACTIVATION OF THE FILTERRA UNIT IS PERFORMED ONLY BY THE SUPPLIER. PURCHASER IS RESPONSIBLE FOR FILTERRA INLET z PROTECTION AND SUBSEQUENT CLEAN CUT COST THE PROCESS CANNOT COMMENCE UNTIL THE PROJECT SITE IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF _ Q CONSTRUCTION MATERIALS CONTAMINATING THE FILTERRA SYSTEM. CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES. J Z Nil B. ACTIVATION INCLUDES INSTALLATION OF PLANT(S) AND MULCH LAYERS AS NECESSARY. Si' A EACH CORRECTLY INSTALLED FILTERRA UNIT IS TO BE MAINTAINED BY THE SUPPLIER, OR A SUPPLIER APPROVED CONTRACTOR FOR SSCN A MINIMUM PERIOD OF 1 YEAR THE COST OF THIS SERVICE IS TO BE INCLUDED IN THE PRICE OF EACH FILTERA UNIT. EXTENDED MAINTENANCE CONTRACTS ARE AVAILABLE AT EXTRA COST UPON REQUEST. 6 B. ANNUAL INCLUDED MAINTENANCE CONSISTS OF A MAXIMUM OF (2) SCHEDULED VISITS THE VISITS ARE SCHEDULED SEASONALLY; N THE SIRING VISITS AIMS TO CLEAN UP AFTER WINTER LOADS THAT MAY INCLUDESLATS AND SANDS. THE FALL VISIT HELPS THE SYSTEM BY REMOVING EXCESSIVE LEAF LITTER. C. EACH INCLUDED MAINTENANCE VISIT CONSISTS OF THE FOLLOWING TASKS. 1. FILTERRA UNIT INSPECTION 2 FOREIGN DEBRIS, SILT, MULCH & TRASH REMOVAL 1 FILTER MEDIA EVALUATION AND RECHARGE AS NECESSARY 4. PLANT HEALTH EVALUATION AND PRUNING OR REPLACEMENT AS NECESSARY 0 5 10 5. REPLACEMENT OF MULCH 6. DISPOSAL OF ALL MAINTENANCE REFUSE ITEMS 7. MAINTENANCE RECORDS UPDATED AND STORED (REPORTS AVAILABLE UPON REQUEST) c D. THE BEGINNING AND ENDING DATE OF SUPPLIER'S OBLIGATION TO MAINTAIN THE INSTALLED SYSTEM SHALL BE DETERMINED BY THE SUPPLIER AT THE TIME THE SYSTEM IS ACTIVATED. OWNERS MUST PROMPTLY NOTIFY THE SUPPLIER OF ANY DAMAGE TO THE PLAT(S), WHICH CONSTITUTE(S) AN INTEGRAL PART OF THE BORETENTION TECHNOLOGY. o V G L �OIN - 10 LF - If PVC 0 0.5% OVERALL LENGTH �- FILTERRA LENGTH - rc o! 3 INLET OPENING 6J MAX BYPASS FLOW (CFS) I— INLET OPENING —I 4x4 4'-0' ac� 0.88 FLOW 4x6 OR Gx4 4'-C" PLAN VIEW 1.57 8" PVC 4x8 OR 8x4 TREE GRATE 8" PVC 1.57 TERRAFLUME AND FRAME BYPASS CLEA.NOUT MULCH LAYER WEIR TRAY 8" PVC PIPE COVER JENCTION 1.57 8" PVC 6x10 OR 10.5 4' -0" • 8" F'VC 1.57 8" PVC CHAMBER 4' -0' • 10" PVC 2.45 10" I'w 7x13 OR 13x7 4' -0" • T. 2.45 A, BOX WAL RILE R INVITER_ per, (Y,P) IOrN 'sue A 9WI IMU. SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN v OUTLET PIPE m (LOCAIION VARIES) I I 55' _ J Si' SSCN 6 I-10 N 10 0 5 10 20 c OVERALL LENGTH �- FILTERRA LENGTH - rc o! 3 FII TFRRA FNGINFERED SECTION A -A PERFCRATED MEDIA UNDERDRAIN DESIGNATION (LENGTH x WIDTH ) INLET OPENING 6J MAX BYPASS FLOW (CFS) I— INLET OPENING —I 4x4 4'-0' ac� 0.88 FLOW 4x6 OR Gx4 4'-C" PLAN VIEW 1.57 8" PVC 4x8 OR 8x4 TREE GRATE 8" PVC 1.57 TERRAFLUME AND FRAME BYPASS CLEA.NOUT MULCH LAYER WEIR TRAY 8" PVC PIPE COVER JENCTION 1.57 8" PVC 6x10 OR 10.5 4' -0" • 8" F'VC 1.57 8" PVC CHAMBER 4' -0' • 10" PVC 2.45 10" I'w 7x13 OR 13x7 4' -0" • T. 2.45 10" PVC BOX WAL RILE R INVITER_ per, (Y,P) IOrN 'sue iLIEWRA 1RMW5) 9WI IMU. SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN v OUTLET PIPE m (LOCAIION VARIES) I I FII TFRRA FNGINFERED SECTION A -A PERFCRATED MEDIA UNDERDRAIN DESIGNATION (LENGTH x WIDTH ) INLET OPENING MAX BYPASS PIPE SIZE MAX BYPASS FLOW (CFS) MAX OUTLET PIPE SIZE 4x4 4'-0' 6" PVC 0.88 6" PVC 4x6 OR Gx4 4'-C" 8" PVC 1.57 8" PVC 4x8 OR 8x4 d -D" • 8" PVC 1.57 e" PVC 6.6 4' -0" 8" PVC 1.57 8" PVC 6x8 OR 8x6 4' -0" • 8' PVC 1.57 8" PVC 6x10 OR 10.5 4' -0" • 8" F'VC 1.57 8" PVC 602 OR 12.5 4' -0' • 10" PVC 2.45 10" I'w 7x13 OR 13x7 4' -0" • 10" PVC 2.45 10" PVC ` CONTACT = ILTERRA FOR LARGER IN1FT OPFNINOS OR OFFERENT AVAILABLE CONFIGURATIONS TERRAFLUME IS PATENTED BY UNIT TO BE SET PLUMB AND LEVEL nn+EmcasT (US PAT 7.833,412) rrr DATE: 05 -28 -13 1 mr. FTIB -C FILTERRA INTERNAL BYPASS�����x. (MILS'LnS I�G�J U CURB WITH TERRAFLUME U� JUNCTION CHAMBER MODEL US PAT 6271.216 AND 6,569.321 n S\ SCALE 1' >• 10' C G ENGNEERM 280 47H AVE. S.. SURE 2DO EDMONDS, WASHINGTON 98020 PHONE (428) 778 -4500 FAX (425) 779 -6339 NO. c aC47l1 9 A \A� 9 A A A9 STANDARD SIB NOSING (OTHER NOSING AVAIABLE UPON REOUESh \ 4-6' CLFM:} THROAT w • •. '.: ... OPENING a 4. '4 a. AST -IN-PLACE .4 ... , ESSN CUTTER ' � . • ' AND THROAT OPENING ' (BY CONTRACTOR) }' .. THROAT PROTECTION DEVICE 04 DOWEL BARS O 12' O.C. BY AIMERICAtiT • .i 4'. IN NOT REMOVE IT LEAVE TO BE BIM AS NECESSARY BY CONTRACTOR •(y IN PLACE UNTIL SIZE S STABILIZED AND PRIOR TO INSTALLATION OF FIELD POURED GUTTER V. IS ACTIVATED FILTERRA PRECAST Box WALL IMPORTANT FILTERRA FLOWLNE MUST SECTION VIEW B1HIAN+BYPAS FLLOOWLANE STANDARD FILTERRA THROAT OPENING PROP 1N1ETORO71B° MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTNOREUTION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DIVE 02 -26 -09 1 OBG: CGT -5 FILTERRA* THROAT OPENING fluera •R���- AND OIITTER OR FLUME DETAILN4 cxBNd,eNmyArlr SECTION SCALE 1' - 10 F?=fl7M_�§Tr7 8• MN FROM WOOD. 4' DIA PERFORATED PVC PIPE SEE STRUCTURAL DRAWINGS WITH 6' OF 1' MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTE'XHLE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN FINISHED GRADE 6' DOWNSPOUT TIGHTUNE TO CONVEYANCE SYSTEM 0 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING A DRAINAGE I PLAN (CONTRACTOR MAY LOCATE ON ESHER SIDE OF FOOTING DRAIN) . 00'.0.0 OOO'0 0 0 e00 0 °O LINE OF MAX EXCAVATION. Oo O IF SOIL IS OVREXCAVATED, Oo0 oO oO REPLACE WITH LEAN MIX 0 0 CONCRETE 1 i 1 SCALE: NTS rl 14 '� I I � L FOOTING PAVERS SET INTO BUILDER'S SAND CRUSHED WASHED DRAIN ROC( (1 TO 1.5 INCHES) FILTER FABRIC MIRAFI 140 N ABOVE & BELOW CRUSHED ROCK CLASS '8' HMA �(WSDOT STD SPEC 5 -04.0) N�C 0 0 1 Q i CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9- 03.9(3)) SUITABLE NAIVE MATERIAL FILL; TOP 12' COMPACTED TO A MINIMUM OF 95% RELATIVE GOMPAC71ON USING AASHTO T -180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED 5 TYPICAL PAVEMENT SEUM R= 314406 SCI OF RENTON APPROVED BY_,i /fit DATEFM (y APPROVED BY :�lj�j� DATE-8.//./,/ APPROVED BY: DATE: APPROVED BY: DATE- me CITY OF U13006707 RENTON CENTER SENIOR LIVING lam,Ii I, 9 M, H RENTON 625 RENTON CENTER WAY ? RENTON, WA °R'O1 DATUM a wL SCVE Planning /Building /Public Works Dept. GRADING AND MC9Imllilr DRAINAGE DETAILS Cam; 2 (o -f\IN C8/ 07/ 1 /01/14 C6 i � ( " s I z M f �9 i ? i z n FLUME — SLOPED CROWNED FLUME TOWARDS FILTERRA THROAT fMTO mieft S B TOP sve HT� m 15LLUST HUERRA FICTEM 11ROIIT aBINO DITI� TOP SIAB OURS /-O' 11OIMT OPFININ OPENING �,r,_•; 4-Y :7•)• 1 :.w,'iy `•` : i -7 :.' 18' OPDfNO yet ;..,:? "y: (��'i iri �,;':3•�.i• ;�h '•? • G5f_W -PLACE .i.: ::i, T: r;'.. t %:� y..: . ROUE s Damn stwm� •ININMEL oaBV. mium OW-01-wAa (ATP) BOX WAL RILE R INVITER_ per, (Y,P) IOrN iLIEWRA 1RMW5) 9WI IMU. SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD SIB NOSING (OTHER NOSING AVAIABLE UPON REOUESh \ 4-6' CLFM:} THROAT w • •. '.: ... OPENING a 4. '4 a. AST -IN-PLACE .4 ... , ESSN CUTTER ' � . • ' AND THROAT OPENING ' (BY CONTRACTOR) }' .. THROAT PROTECTION DEVICE 04 DOWEL BARS O 12' O.C. BY AIMERICAtiT • .i 4'. IN NOT REMOVE IT LEAVE TO BE BIM AS NECESSARY BY CONTRACTOR •(y IN PLACE UNTIL SIZE S STABILIZED AND PRIOR TO INSTALLATION OF FIELD POURED GUTTER V. IS ACTIVATED FILTERRA PRECAST Box WALL IMPORTANT FILTERRA FLOWLNE MUST SECTION VIEW B1HIAN+BYPAS FLLOOWLANE STANDARD FILTERRA THROAT OPENING PROP 1N1ETORO71B° MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTNOREUTION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DIVE 02 -26 -09 1 OBG: CGT -5 FILTERRA* THROAT OPENING fluera •R���- AND OIITTER OR FLUME DETAILN4 cxBNd,eNmyArlr SECTION SCALE 1' - 10 F?=fl7M_�§Tr7 8• MN FROM WOOD. 4' DIA PERFORATED PVC PIPE SEE STRUCTURAL DRAWINGS WITH 6' OF 1' MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTE'XHLE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN FINISHED GRADE 6' DOWNSPOUT TIGHTUNE TO CONVEYANCE SYSTEM 0 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING A DRAINAGE I PLAN (CONTRACTOR MAY LOCATE ON ESHER SIDE OF FOOTING DRAIN) . 00'.0.0 OOO'0 0 0 e00 0 °O LINE OF MAX EXCAVATION. Oo O IF SOIL IS OVREXCAVATED, Oo0 oO oO REPLACE WITH LEAN MIX 0 0 CONCRETE 1 i 1 SCALE: NTS rl 14 '� I I � L FOOTING PAVERS SET INTO BUILDER'S SAND CRUSHED WASHED DRAIN ROC( (1 TO 1.5 INCHES) FILTER FABRIC MIRAFI 140 N ABOVE & BELOW CRUSHED ROCK CLASS '8' HMA �(WSDOT STD SPEC 5 -04.0) N�C 0 0 1 Q i CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9- 03.9(3)) SUITABLE NAIVE MATERIAL FILL; TOP 12' COMPACTED TO A MINIMUM OF 95% RELATIVE GOMPAC71ON USING AASHTO T -180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED 5 TYPICAL PAVEMENT SEUM R= 314406 SCI OF RENTON APPROVED BY_,i /fit DATEFM (y APPROVED BY :�lj�j� DATE-8.//./,/ APPROVED BY: DATE: APPROVED BY: DATE- me CITY OF U13006707 RENTON CENTER SENIOR LIVING lam,Ii I, 9 M, H RENTON 625 RENTON CENTER WAY ? RENTON, WA °R'O1 DATUM a wL SCVE Planning /Building /Public Works Dept. GRADING AND MC9Imllilr DRAINAGE DETAILS Cam; 2 (o -f\IN C8/ 07/ 1 /01/14 C6 i � ( " s I z M f �9 i ? i z n CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9- 03.9(3)) SUITABLE NAIVE MATERIAL FILL; TOP 12' COMPACTED TO A MINIMUM OF 95% RELATIVE GOMPAC71ON USING AASHTO T -180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED 5 TYPICAL PAVEMENT SEUM R= 314406 SCI OF RENTON APPROVED BY_,i /fit DATEFM (y APPROVED BY :�lj�j� DATE-8.//./,/ APPROVED BY: DATE: APPROVED BY: DATE- me CITY OF U13006707 RENTON CENTER SENIOR LIVING lam,Ii I, 9 M, H RENTON 625 RENTON CENTER WAY ? RENTON, WA °R'O1 DATUM a wL SCVE Planning /Building /Public Works Dept. GRADING AND MC9Imllilr DRAINAGE DETAILS Cam; 2 (o -f\IN C8/ 07/ 1 /01/14 C6 i � ( " s I z M f �9 i ? i z n f �9 i ? i z n W Q 2 F U W O K a 1L r ll�^ r vr^J cn 1^.L I.L a w z Z w i 'o J a- cc Z Lu U) Ir LLLu 1'- Z W U Z 0 z U.1 cc X vV / \ \ \ \ \ EXISTING TYPE 3 DRIVEWAY ENTRANCE ss JOINT ACCESS EASEMENT ALLOWS FOR X ACCESS TO SUBJE ENTY VIA \ \ \ THIS DRIVEWAY us \ �,REC 990406256 s 5 ALL PAVEMENT RESTORATION SHALL BE AS PER THE CITY OF RENTON,TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS \ r,,lYPE 6 CEMENT \ \ 6 ��o v C12 C12 �v CB PIi 7.5.8 DOSNG LIGHHTPOLE \ DOSIINC 'LIGHT s `�y Rf>JJI Q n� IF 17 DI(N) IE 12 " DI(E14. 11 vv \ V A P If 12'DI(S) -1!_01 g LANDSCAPE\\ PLANTER 8" SIDEWALK s t C12 C12 �v v v v -\",G � EIOSDNG q S v N 1 \ sN \ \ s \ CH RIM _20.00 st 'DEDICATE PROPERTY TO BACK OF NEW SIDEWALK i EXISTING CEMENT CONCRETE CURB AND' GUTTER TO REMAIN EXISTING STREET TO REMAIN / / / N% E XI STING COMMF HCIAI_ BUILDING (VACANT) SAWCUT AT PROPERTY LINE MATCH PAVING GRADES TO PARKING LOT NORTH OF PROPERTY PROPOSED 218 / v SENIOR APT BLDG FIFE* 28.25 6- I 02,! O 5� O O 5"�v CB I 12° �v 12" \ \ o \O / ?6.16 \ rv) —i8.se �o NE) =20165 i �(Sj =70.65 / os \ \ \ A 9 \ \ \ \ `v n \ \ I i 5 V i \ v I I \ v \ 9 1 rb c IIr '� / >t 1 f S ss s IRO D SSMII RIM-27.69 MH 5318325 ERN R•' ' - - IF 8 ' - PVC(E &V✓) -21.44 4r' IE 8PVC'(5) -21.34 i 6' VINYL OR CEDAR FENCE .. =' I \ SDMH KIM -22 - R 374408 v -y- - - IC 12' CMP(W) -17.47 �� IF 60' CMP(N) = 1 6.12 � v IE 60' CMP(S) =16.62 �a uun ?? 7q 6- q \ \ \ SD- _ I Z� \ REFER TO LANDSCAPE \ PLAN L -4 FOR AREAS OF \ DECORATIVE CONCRETE VI 0 s/> - 3 \ o 2 \ \ \ \ � v =s" I VARIES 0' -8.2' 2 3 4 C72 C12 C12 GI UI � Wlol I I 18.0' I VARIES (12' -24') I I 8.0' I I CITY OF RENTON APPROVEDBY DATE: S• /�•2� /S� APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATEE� 11IF:1 Y= 6NGIAVEERNG DM six AVE. 5.. 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SUI 9S02o PHONE (I25) 77S -SS00 FAX 1�) Tm-� CITY OF RENTON MYLAR SUBMITTAL JPU 08/07/141 DATE: t 'PIED 1� =30F mllm''Nb°dY�Y1 DATUM DATE: PERMR RESUBMDTAL JPU 07/24/141 ®� fi 1.4.E 1 07 01 P PERMff RESUBMITTAL JPU 04 30 °L=k PERMR SUBMITTAL JPU 12 23 TamRu �� a RAL eNE F Im PE Na acNC JJ:cDllunr NO. REVISION BY 11a. 1 F X�DD� C6iTV1 CODCPXTE DD.R'LWAY LNMR CE 7iTE1 1. 2, 3, m d Sh-t 6 DI' 6 .1110 ARDD HST . 1 DF RD Im AS- UATA: -HI- `L -FJF. F(IJ- = 4m IM �G�ER DM NDS AYE. s., sunE 200 E 50 4TS, VF- S.. SUI 9S02o PHONE (I25) 77S -SS00 FAX 1�) Tm-� CITY OF RENTON MYLAR SUBMITTAL JPU 08/07/141 DATE: 81M1F1tR 'PIED 1� =30F mllm''Nb°dY�Y1 DATUM DATE: PERMR RESUBMDTAL JPU 07/24/141 ®� PERMIT RESUBMITTAL JPU 07 01 PERMff RESUBMITTAL JPU 04 30 °L=k PERMR SUBMITTAL JPU 12 23 TamRu �� a RAL eNE F Im PE Na acNC JJ:cDllunr NO. REVISION BY DAT X�DD� _y F. F' ICY J ( "J G O CWJ II \ ANNErLmLaJ EDCE DET.A- CPVLT C0 %.RP , EIO°dd < AR msED 1x 4 FS (SFF : - \Ir�ChIN]Clr' ' cJ 'tlAl f2c +6A -)T! �LkA <c Bah" tl J N fGl ..PI .I) EFF :Its Fm: r 11 =J lICH.NL., :ONIU:11E CJT3 NID 9Y1 \b_5 S41 10.4,.FC °JI 5(C C,.) IX IIIIFAf SM•r >X IJI It1• ftCS .-5 "AN .LF' -S 1 4 iL gy, IRZ (al 1 11 • J, T -FJ y T'� CDJL`l- CLWCR TC -R SIR : CFMF \I' CONLRRri SIDKNAIX SHK.1- 2 C' o AcOL CD �-JN.RO 1I1`14 � SCME NTS R- 374409 PDST BASE DETAIL SLAB AND GNJJIING SECIIEN C 3- -a BAR AT EACH PDST Ii J.— Ar 11E"wP r = tary� su,� NNu u CEMENT CONCRETE TREAD SHAPE DETAIL STANDMO PLAN M-10 _ HOPI® �. bil'OFReJTON SlR1MT✓DP4N3 aBTa,E�>= SrrAGS $023 U13006707 RENTON CENTER SENIOR LIVING CITY OF RENTON TY O 625 RENTON CENTER WAY RENTON, WA Planning /Building /Public works Dept. STREET IMPROVEMENT DETAILS 01 mi WWWWC12 CITY OF RENTON APPROVED BY: �� DATE: 91//• 2e /Ti APPROVED BY: DATE: APPROVED BV: DATE: APPROVED BY: DATE: U13006707 RENTON CENTER SENIOR LIVING CITY OF RENTON TY O 625 RENTON CENTER WAY RENTON, WA Planning /Building /Public works Dept. STREET IMPROVEMENT DETAILS 01 mi WWWWC12