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HomeMy WebLinkAboutzR-3732SetTBLOCK_COR NE 1/4, NW 1/4, SEC.14, TWP.23N., RGE. 5E., W.M. vicinity DSIT1111B8 - MAPLEWOOD PARK EAST OTOP111108 w 0 0 CITY OF RENTON WASHINGTON w Z U w 00 x a Lu Q EL 0 O O W J Q PROJECT TEAM OWNER /APPLICANT BURNSIEAD CONSTRUCllBB CO. CONTACT: TIFFIRY BROWN 11980 NE 24TH ST, SUITE 200 BELLEVUE, WA 98005 PHONE: (425) 454 -1900 FAX: (425) 818 -7369 LANDSCAPE ARCHITECT CONTACT: NEIL BUCHANAN 1417 NE 80TH STREET SEATTLE, WA 98115 PHONE: (206) 522 -2334 PROJECT INFORMATION GENERAL PARCEL NO.: ADDRESS: ZONING: COMPREHENSIVE PLAN LAND USE.• P -SUMX CONDITIONS PRESENT USE: UTILITY PURVEYORS /SERVICES ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CIVIL ENGINEER CPH CONSULTANTS CONTACT: JAMIE SCHROEDER, PE 733 7TH AVE, SUITE 100 KIRKLAND, WA 98033 PHONE: (425) 285 -2390 FAX: (425) 285 -2389 SURVEYOR AXIS SURVEVAND MAPPING CONTACT: MITCH EVANS, PLS 13005 NE 126TH PL. KIRKLAND, WA 98034 PHONE: (425) 823 -5700 I 11 I MAY 30, 2014 10 9 8 TRACTA STORM DRAINAGE (PUBLIC) 142305 -9003 f 6101 NE 2ND ST. '- R-4 7= RESIDENTIAL LOW DENSITY -W =r"" iN NONE �S - G CAW - GAS S SINGLE FAMILY RESIDENCE OVERALL SITE PLAN WATER DISTRICT.' KING COUNTY WATER DISTRICT NO. 90 SEWER DISTRICT.. CITY OF RENTON SCHOOL DISTRICT ISSAQUAH #411 FIRE DISTRICT., KC FIRE DISTRICT NO. 25 POWER. PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE QUEST COMMUNICATIONS TV CABLE: COMCAST SITE DEVELOPMENT TOTAL SITE AREA., 4.75 AC ROW DEDICATION. 1.22 AC. LANDSCAPE TRACT.. 0.07 AC. STORM /RECREATION TRACE 0.16 AC TOTAL NUMBER OF LOTS: 14 RECOMMENDED FOR IPPROVAL BY DATE BY DATE B --- DATE B' - -- -__ - -- _r. UTILITY PERMIT NO. U13202729 CCWW 02013 CPH LL AI RI�l RMn CITY OF RENTON by: Date: 6/S I,� b :V2& . Date: by: Date: 6 / NO. DRAWING INDEX 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 12 - GAS -- - T - - -�° -- 7 5 0 13 1 14 W A W GAS W CO.01 PROJECT COVER SHEET CO. 02 LEGEND, ABBREVIATIONS, AND GENERAL NOTES CO. 03 CITY OF RENTON STANDARD NOTES CO-04 CITY OF RENTON STANDARD NOTES CO.10 EXISTING CONDITIONS CO.20 HORIZONTAL AND VERTICAL CONTROL PLAN C1.01 ESC PLAN C1.100 ESC DETAILS C1.101 ESC DETAILS C2.00 OVERALL STORM DRAINAGE PLAN C3.00 OVERALL SITE GRADING PLAN C3.01 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE - SHADOW AVE NE C3.02 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE - NE 2ND LANE C3.03 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE - NE 2ND LANE C3.04 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE - ROSARIO AVE NE C3.05 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE - NE 2ND ST. C3.06 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE - NE 2ND ST. C3.20 STORM WATER POND DETAILS C3.21 STORM DRAINAGE POND PLAN AND DETAILS C3.101 ROADWAY GRADING AND DRAINAGE DETAILS C3.102 ROADWAY GRADING AND DRAINAGE DETAILS C3.103 ROADWAY GRADING AND DRAINAGE DETAILS C3.104 ROADWAY GRADING AND DRAINAGE DETAILS C4.00 COMPOSITE UTILITY PLAN C4.01 SANITARY SEWER PLAN AND PROFILE - SHADOW AVE NE C4.02 SANITARY SEWER PLAN AND PROFILE - NE 2ND LANE C4.03 SANITARY SEWER PLAN AND PROFILE - NE 2ND LANE C4.04 SANITARY SEWER PLAN AND PROFILE - ROSARIO AVE NE C4.05 SANITARY SEWER PLAN AND PROFILE - NE 2ND ST. 11.0 TREE REPLACEMENT/TREE RETENTION PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L1.3 PLANTING DETAILS AND NOTES IL.1 ILLUMINATION PLAN IL.2 ILLUMINATION PLAN IL.3 ILLUMINATION DETAILS REVISION -- - -- MRCH EVANS, PLS ossmFn RYAN SCHAUBLE PETER EVANS JAMIE B. SCHROEDER BY DATE APPR 4 I 3 Ib I 2 I 1 I -W A S --- N/A AT FlILL SfNE F IMIf IXE H]I sal[ rFMmx4Lr R- 373201 �w' •A CITY OF NgRgRN: HN 19al�IBB1 1 RENTON DATUM Planning /Building /Public Works Dept. CALL BEFORE YOU DIG 1- 8044245555 CP H CONSULTANTS Site Planning • CMI Engineering Land Use Wading • Project Management 233 M A� S W a = 114Adsld, WA SI= ftm(425)2852390If&(425)a 2389 www.cahconsultants.nom MAPLEWOOD PARK EAST 1 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS I- COVER SHEET C� 12_ � 7 3,�' O/ CO.01 TBLOCILCOR vicinity w 0 O LEGEND w -I XXE ISTING PROPOSED LL ROADWAY CENTERLINE PROJECT BOUNDARY LINE - - - - PROPERTY BOUNDARY LINE RIGHT -OF -WAY LINE - - - EASEMENT LINE - - - - - - - - - - - - - - - EDGE OF PAVEMENT LINE 10' CONTOUR LINE ------ 290 - - - - -- 2' CONTOUR LINE Z Q SANITARY SEWER MAIN SS - SS SS - w WATER LINE W 0 Y FIRE SUPPLY F F F a STORM PIPE SID - GAS LINE GAS GAS FENCE LINE x O POWER LINE OF O> BURIED POWER LINE BP UTILITY EASEMENT w TELEPHONE LINE T J BURIED TELEPHONE LINE BT Q SWALE -- -- - - - - -- --- --- SILT FENCE - X- X- X -X -X- CONS7RUC7ION FENCING CLEARING LIMIT SANITARY SEWER CLEAN OUT O SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN - TYPE I STORM DRAIN CATCH BASIN - TYPE ll O STORM DRAIN INLET (NO CATCH) O STORM DRAIN CULVERT WATER CAP /PLUG ] WATER COUPLING GUARD POST REDUCER > ► THRUST BLOCK a WATER METER ai- 2 NOZZLE FIRE HYDRANT f.2 Ak 3 NOZZLE FIRE HYDRANT -d- FLANGE/BUND FL JOINT 11 u MECHANICAL JOINT C C PUSH -ON /HUB JOINT C C THREAD JOINT AIR RELIEF VALVE Sf 1{ BLOW -OFF VALVE 4 1 BUT7ERFIY VALVE A CHECK VALVE N N GATE /GENERAL VALVE H PLUG VALVE GAS METER O D GAS VALVE m BI PAD MOUNTED TRANSFORMER ❑LI POWER VAULT ED EEI TRANSMISSION TOWER (SCALEABLE) UTILITY POLE o + POWER POLE 'a U77LITY POLE ANCHOR E_ TELEPHONE RISER TELEPHONE VAULT T BUS STOP aus I BUs MAIL BOX RIP RAP ROCKERY C�= cAc3a SHRUBi GENERAL SIGN REGULATORY SIGN TREE (CONIFER) - y TREE (DECIDUOUS) 0 O YARD LIGHT >z x BRIDGE /TUNNEL - - ASPHALT PAVEMENT CONCRETE O CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: , Date: CoyV[02l1a3CPHCwNmms. AJRONRmawa4. ADDrovedbv: 11>SI.:^JV Date: NE 114, NW 1/4, SEC.14, TWP.23N., RGE, 5E., W.M. ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT AP ANGLE POINT ASS'Y. ASSEMBLY ATB ASPHALT TREATED BASE AVE AVENUE BCR BEGIN CURB RETURN BDRY BOUNDARY BOC BACK OF CURB BOW BOTTOM OF WALL ¢ CENTERLINE CB CATCH BASIN CDF CONTROLLED DENSITY FILL CMP CORRUGATED METAL PIPE CONCRETE CONC. CONN. CONNECTION CON T. CONTINUOUS COR CITY OF RENTON CPP CORRUGATED POLYETHYLENE PIPE PUE (W/SM007H INTERIOR WALLS) CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIAM. DIAMETER DI DUC71LE IRON DW DRIVEWAY E EAST ECR END CURB RETURN ELEV. ELEVA71ON EDP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL ESD ENTERING SIGHT DISTANCE ESM T. EASEMENT EVA EMERGENCY VEHICLE ACCESS EXIST. EXIS71NG FL FLOW LINE FL. FLANGE FOC FACE OF CURB HORIZ. HORIZONTAL IE INVERT ELEVA77ON INT. INTERSECTION INV. INVERT LCPE LINED CORRUGATED POLYETHYLENE PIPE LF LINEAL FEET LT LEFT LUI LAND USE INSPECTOR MAX. MAXIMUM MFR. MANUFACTURER MH MANHOLE MIN. MINIMUM MJ MECHANICAL JOINT N NORTH NIC NOT IN CONTRACT O.C. ON CENTER PC POINT OF CURVATURE PE PLAIN END PI POINT OF INTERSECTION PL. PLACE PT POINT OF TANGENCY PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PUE PUBLIC UTILITY EASEMENT READ. REQUIRED RP RADIUS POINT RR REDMOND RIDGE RRE REDMOND RIDGE EAST UPD ROW RIGHT -OF -WAY RT RIGHT S SOUTH SO STORM DRAIN SP. SPACE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STATION TESC TEMPORARY EROSION AND SEDIMENT CONTROL TOC TOP OF CURB TIP. TYPICAL TBW TOP BACK OF WALK TOW TOP OF WALL UNO UNLESS NOTED 07HERKISE VERT. VER77CAL WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ W17H W WEST WS WATER SERVICE CONSTRUCTION MATERIALS MATERIAL WSDOTSPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9- 03.9(3) CRUSHED SURFACING BASE COURSE 9- 03.9(3) ASPHALT TREATED BASE (ATB) 9 -036 PIPE ZONE BEDDING 9- 03.12(3) WASHED DRAIN ROCK 9- 0312(5) CLEAN SAND 9 -0313 QUARRY SPALLS 9 -13.6 ASPHALT CEMENT CONCRETE 9 -02.1 & 9 -03.8 NA77VE FILL MATERIAL AND STRUCTURAL BORROW 9- 0314(3) IMPORTED STRUCTURAL FILL MATERIAL 9- 0314(3) IMPORTED SELECT FILL MATERIAL 9- 03.14(1) GEOTEX77LE OR GE07EX FABRIC 9 -332, TABLE 3 (MIRAFI 60OX OR EQUAL) GEO- FABRIC SILT FENCE 9 -33.2, TABLE 6 (MIRAF7 10OX OR EQUAL) NON -WOVEN GE07EX77LE OR GE07EX FABRIC 9 -332, TABLE 1 & 2 (MIRAFI 140N OR EQUAL) UNSUITABLE EXCAVATION 2- 033(14)E,F GRAVEL BORROW 9- 03.14(7) REVISED FOR 5X MAX. PASSING A US N0. 200 SIEVE RIP RAP (HEAVY) 9- 131(1) RIP RAP (LIGHT) 9- 131(2) RIP RAP (HAND PLACED) 9 -13.2 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9- 05.1(7) PORTLAND CEMENT CONCRETE 6.02. J(2)8 DUC77LE IRON PIPE 9 -05.13 CONCRETE PIPE 9 -05.7 CORRUGATED METAL PIPE (CMP) 9- 05.1(2) PVC PIPE 9 -05.12 BLACK VINYL COATED CHAIN LINK FENCE 9.16.1 WSDOT STANDARD PLAN L -2 TYPE 1 OR TYPE 3 WITH VINYL COA77NG �..,.... MRCH EVAN -, PLS N/A p Y ER RYAN SCHAUBLE owwx PETER EVANS __ _E , mean �� JAMIE B. SCHROEDER, PE xor aE w� NO. REVISION BY DATE APPR " ....... "°Com"a`r GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST ED17ION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; AND CITY OF RENTON, AND ALL AMENDMENTS TO THE STANDARDS SPECIFICATIONS AND SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR 07HER CONTRACT DOCUMENTS FOR 774E PROJECT 2. EXISTING U7ILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTIL177ES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND N077FY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (1- 800 - 424 -5555) TO HAVE U7ILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. 3. THE EROSION AND SEDIMENTATION CONTROL (ESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOL17YON OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICA77ONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACIL177ES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN -KIND TO THE SAME STANDARDS OF NEW FACILITIES. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS. ALL STREET SIGNS SHALL BE INSTALLED BY CITY OF RENTON. 6. ALL EXISTING ON -SITE WELLS OR SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND KING COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULATIONS. T THE MATERIALS AND METHODS OF INSTALLATION FOR ALL SANITARY SEWER FACILITIES SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF RENTON STANDARDS, GENERAL REQUIREMENTS AND DETAILS FOR WATER MAIN CONSTRUCTION, AND GENERAL REQUIREMENTS AND DETAILS FOR SEWER MAIN CONSTRUCTION. 8. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRIC77ON ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMA7ION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 9. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR 07HERMSE PR07ECT AND KEEP IN SERVICE ALL EXIS77NG UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. 10. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUT77NG AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SI7E BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF S17E PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL N07IFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS OR WHICH REQUIRES FURTHER CLARIFICATION. 12. THE CONTRACTOR OR OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND /OR 7ES71NG AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF 774E SOILS ENGINEER AND OR 7ES77NG AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD COND177ONS AS WORK PROCEEDS. TH SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPEC77ONS AND TESTING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. ROAD WA Y DESIGN CRITERIA SHADOW AVE NE (PuBLIc) ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE., N/A ENTERING SIGHT DISTANCE: N/A NE 2ND LANE (PUBLIC) ROAD CLASSIFICA7ON: RESIDEN77AL ACCESS POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE: N/A ROSARIO AVE NE (PUBLIC) ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE: N/A R- 313202 vExrcx ruw taea CITY OF RENTON DATUM Planning /Building /Public Works Dept. 19 CALL BEFORE YOU DIG 'I• KKI- 424.5555 CP1H CONSULTANTS Site Planning • Cavil Engncering Land Use Consulting • Project Management 7337M Aw.nw, Sub Sea 1 &MV4 WA 98003 Rms (475) 74&9981 FAX (475) 785989 www. c hcons ultants. c o m MAPLEWOOD PARK EAST ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS LEGEND, ABBREVIATIONS, AND GENERAL NOTES CD; 12, �73�- MORE 5/30/14 C0.02 TBLOCK_COR I I NE 9,/4, NW 1/4, SEC.14, TWP.23N., RGE. 5E., W.M. vicinity W 0 0 w J_ LL U) z Q U w & Y a IN 0 O O w J a Q CITY OF RENTON STANDARD NOTES SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S 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 CONTRACTORS 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 N071FY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFTLLING 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 OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Z PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. B. 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 PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH 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 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLE77ON OF CONSTRUC710N. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED17ION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON 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 GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. CITY OF RENTON HEX CONDITIONS THE PROPOSED PLAT OF MAPLEWOOD PARK EAST, AS REVISED AND RECEIVED ON SEPTEMBER 24, 2012, IS GRANTED PRELIMINARY APPROVAL, SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL. 1. THE APPLICANT SHALL COMPLY WITH THE FOUR MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON- SIGNIFICANCE MITIGATED, DATED SEPTEMBER 24, 2012. 2. THE SITE CONTAINS TWO EXISTING EASEMENTS FOR ROAD AND UTILITIES PER LLA489033, 5872161, 5958267, AND RESTATED BY REC. NO. 8410250053. THE APPLICANT SHALL PROVIDE PROOF OF RELINQUISH OF THE SUBJECT EASEMENTS TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PLAT RECORDING. J. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO FINAL PLAT RECORDING. 4. THE APPLICANT SHALL PROVIDE AN UPDATED TREE RETENTION WORKSHEET, TREE RETENTION PLAN AND PLANTING PLAN THAT MEET THE MINIMUM RETENTION AND /OR REPLACEMENT REQUIREMENTS OF RMC 4 -4 -130. THE ABOVE PLAN SETS AND WORKSHEET SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL PROVIDE SCREENING LANDSCAPING ALONG THE PERIMETER OF TRACT A. A LANDSCAPING PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR, TO CONSTRUCTION PERMIT ISSUANCE. SCREENING LANDSCAPING SHALL BE REQUIRED TO BE INSTALLED AND INSPECTED PRIOR TO FINAL PLAT RECORDING. 6. A WATER AVAILABILITY CERTIFICATE WILL BE REQUIRED TO BE SUBMITTED TO THE CITY PRIOR TO OR ALONG WITH CONSTRUCTION PERMIT APPLICATION. 7. STAFF WILL APPLY THE DESIGN STANDARD RELATED TO PRIMARY ENTRY (RMC 4- 2- 115 -3) DURING BUILDING PERMIT REVIEW OR WHENEVER THIS ISSUE IS NORMALLY ADDRESSED BY STAFF. N077CE OF THE STAFF'S DECISION ON APPLICATION OF RMC 4- 2- 115(3) ALONG WITH ASSOCIATED APPEAL RIGHTS SHALL BE MAILED TO ALL PROPERTY OWNERS ON THE SOUTHERN SIDE OF NE 2ND ST 774AT ARE FACING THE PROPOSAL AT THE TIME THE DECISION IS MADE. 8. STAFF SHALL DETERMINE THE NET DENSITY OF THE PROPOSED SUBDIVISION AS DEFINED BY RMC 4 -11 -040. IF THE PROPOSAL EXCEEDS 3.50 DU /ACRE, THE APPLICANT SHALL, TO THE MAXIMUM EXTEND POSSIBLE AND AS APPROVED BY STAFF, INCREASE THE SUBSTANDARD LOT WIDTHS (UP TO REQUIRED WIDTHS) TO REDUCE THE DENSITY TO 3.50 DU /ACRE. 9. ROAD C SHALL BE ELIMINATED AND ROAD B SHALL BE EXTENDED TO ROSARIO. ROAD B SHALL COMPLY WITH ALL APPLICABLE ROAD STANDARDS UNLESS A WAIVER IS APPROVED BY STAFF. ROAD B MAY BE MOVED TO THE NORTHERN PERIMETER OF THE PLAT IN ORDER TO RESOLVE THE HOME ORIENTATION ISSUES ADDRESSED IN FINDING OF FACT NO. 5 IF DETERMINED BY STAFF TO COMPLY WITH ALL APPLICABLE DEVELOPMENT STANDARDS AND THAT THE REDESIGN WOULD NOT TRIGGER ADDITIONAL PUBLIC REVIEW. R- 373203 19 CALL BEFORE YOU DIG 74800. 424 -5555 CP1H CONSULTANTS Site Planning • CMI Engineenng Land Use ConsuPong • Project Management ]337th Am Sucre i00 KhK 4 W 49033 Rone:(425) 2858330 I FAX (425) 2852389 rrr. cp hcons ultan ts.com CITY OF RENTON 1 1 CITY OF RENTON PERMIT SUBMITTAL JBS 15/30/141 JBS �,�5 PL.s any�«nw.an;o'ssiea avc5 /30/14 N/A MAPLEWOOD PARK EAST Approved by: Date: a swan o s CITY O F RYAN SCHAUBLE RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS UTILITY PERMIT Approved by: Date: 'PEER EvANS '� NO. U13002729 Approved b Date: A� DATUM eR PP y� AMIE B. SCHROEDER, PE AMR' ea:x Planning /Building /Public works Deft. CITY OF RENTON STANDARD NOTES 0'0.03 24) NO. REVISION BY DATE APPR 3 X36 car,*�nozova aKCO,ewume,uc. ai ai®a assane4.A Approved : Date: PROVED scvc �puao.war cr:), �_ ��� NTNIN FN A� BLOCKGOR icinity w z U w 'o Of a W 0 0 w J_ LL F- U) W Y a a 0 O O W J a Q CITY OF RENTON STANDARD NOTES SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2 BEFORE ANY CONSIRUC71ON OR DEVELOPMENT AC77WTY OCCURS, A PRE - CONSTRUCTION MEE77NG MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. J. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDIRONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONS177TUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7 IT SHALL BE THE APPUCANYS /CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED U71LI71ES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIRMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS 07HERMSE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVA71ONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR 774E CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUT77NG OF EXISTING ROADWAYS FOR NON- FRANCHISED U77LITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTA770N /EROSION FACILITIES MUST BE IN OPERA7ION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UN71L CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RE7ENTION/DETEN7ION FACILI7ES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPPORTED ON A UNIFORMLY DENSE,UNWELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C`, WITH THE EXCEP71ON OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17 ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND 07HER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20.ALL DRIVEWAY CULVERTS LOCATED K17HIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 -707 PASSING, 2 - 4 INCH ROCK / 30 -407 PASSING,• AND LESS THAN 2 INCH ROCK / 10 -207 PASSING. CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: Date: CoWi*IA4o W13 (PH ce,a Mwc. aiR m Rac,wa. Aooroved bv: Date: TWP.23N., RGE. 5E., W.M. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CER77F7ED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22.DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING POS17I11E DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE- FOOT -HIGH, 2" X 4- STAKE MARKED 'STORM" OR 'DRAIN" THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND,IF NON - METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO 07HER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNC710NING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PR07EC17VE EQUIPMENT, FLAGGERS, AND ANY 07HER NEEDED AC77ONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, 7RANSPORTA170M SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICA77ONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 27.PROJECT LOCATED WITHIN THE AQUIFER PR07EC77ON AREA (APA) SHALL COMPLY W17H SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PR07ECTION REGULATIONS (RMC 4 -3 -050). EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTROC77ON OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVA77ON AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE K1774 APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURA71ON OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE OURA77ON OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTA770N /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY COND17ION UN77L SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND P07EN77AL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSIONISEDIMENTA71ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIRMEENTS TO MEET ANTICPATED SITE CONDI77ONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL AN77CIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTA77ON CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGA7ION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDIRONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADD177ONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPER7IES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSIONISEDIMENTA77ON CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACIL771ES ON INAC77VE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. 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. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNC77ON ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDEN77FY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED V4774IN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. R- 313204 _.. _. . __... _.. _....... ___..... ..._ _..,. _, __, .. ...-� MRCH EVANS, PLS wanua: mw en te N /A«^� Ra ,aa ,� CITY OF RYAN SCHAUBLE RENTON PETER EVANS DATUM Planning /Building /Public Works Dept. AMIE B. SCHROEDER, PE xm ac�xW NO. REVISION BY DATE APPR PROVED uuc acca�.nr CALL BEFORE YOU DIG 7$004243555 CP1H CONSULTANTS Site Planning • (Sill Dtgneating Land Use Consulting • Project Managerent 23377A�5 iffl I IW1fto4WA9M Pt m 1425) 2B5.2390 I FAX (425) 2952389 WWW. 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J aaAeA o.M (ummrwlw�w %wnin.tes,r\ \ 2- 10'.�. \ \ \ \ \ 0 1� *1'2- 1 I 5 a r®Ans omNa II I 1 M \\^ VI a I\ \\ I I \ �\ •\ 1 t: s9 pe o�6, 1 I q I I \ \ \ lllo A 9A tau ` 10.14V 9r \ \ `o � �\ rnr 946' \ ` '9a`•tsk -;"� \ \ \I7 10,2>M 2 CO T \ Ala 4 55' \ \ —,to -- z\'0M \ )K8'PW W =471 r Sre ICCOT --b' 1\1� �\ T \\ \\\ EO E\Am+sj§,w�.ao��zLTi_ —� C0 5 6 \ T`OT O LC4C 7RAN9IICW PV aQ Y 7 \ YA9 W. ENa E ENO rC4MD ttN'ONIRNW 1 I� IE 11'CENC =469 J' IE 11 C(NC &PASS wSCM [CNCY %I p RYAN SCHAUBLE f/1G' E 95Tr =471 I' So Mwff PoPE II 41 N CF 0.i /19/W ��Ir xw 0'M PoN = 46964' / M 01,9107 %19/Htl7 �NIC Kfi'PIL Nw,NEE =160.W' p�1F r1O1 2M �f5\ 30 P9 °B. SCHROEDER, PE FI£Y =46&01' I REVISION BY DATE APPR APP PPROVED IIS I � EXISTING TOPOGRAPHIC AND PLANIMETRIC INFORMATION SHOWN ON THESE PLANS AND USED AS A BASIS OF DESIGN IS BASED ON FIELD SURVEY DATA AS PREPARED AND PROVIDED BY MEAD GILMAN AND ASSOCIATES BASIS OF BEARINGS. HELD NORTH 8871'18° WEST BETWEEN MONUMENT AT NORTHWEST CORNER OF SECTION 14 & MONUMENT AT NORTH QUARTER CORNER OF SECTION 14 HORIZONTAL DATUM. NAD 83191 VERTICAL DATUM. NAM 88 ORIGINATING BENCHMARK CITY OF RENTON POINT #2103 BROKEN BRASS DISK SET IN DRILL HOLE IN CONC. AT INTERSECTION OF N.E. 47H ST. & 1567H AVE. S.E. ELEV. = 547.95' SHEBENCHMARK& 7BM -A R.R. SPIKE IN N. FACE OF POWER POLE AT EAST PROPERTY LINE OF HOUSE #15203 & S.E. 132ND ST. ELEV. = 476.50' 7BM -B %Z REBAR & RED AXIS CONTROL CAP ELEV = 498.79' TBM C FOUND PUNCHMARK IN 2° BRASS DISC IN CONC MON IN CASE DOWN 0.35' ELEV = 468.01' GPS /CONVERSION NOTES. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED U71LIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA SYSTEM 500 EQUIPMENT. MONUMENT POS177ONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE 77ED INTO THE CONTROL POINTS U71LIZING LEICA ELECTRONIC TOTAL STATIONS FOR 714E MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332 -130 -090. LEGAL DESCRIPTION PER A.L.T.A. COMMI7MENT BY CHICAGO 717LE UNDER ORDER #1198333 DATED DECEMBER 14, 2005: THE WEST 595.72 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; CITY OF RENTON (ALSO KNOWN AS PARCEL A, KING COUNTY LOT LINE Approved by: Date: ADJUSTMENT NUMBER 489033, FJ Ep�U(Jlmom�r NUMBER 84 082 70 719, IN KING I M Approved by: Date: NO. U 13002729 Approved by: Date: CWflW02053c aYGY1991m, uc. An Rifts R—u -ADDroved bv: T)atP- 191 A 0RA aQ Y 7 \ YA9 LS1 %'TEH4V tCM / 9WFNM .VE Lf \ \ \YYY' 24'�M CF FJEV. 4Mw Jl FIXW S/B 20'W WAr (F I6M ¢Vr p RYAN SCHAUBLE f/1G' E 95Tr war war N CF 0.i /19/W a, 16NH TA 16N 91Ir ye 01,9107 qS PG p�1F r1O1 �f5\ 30 P9 E W W fN0 / IY CaV- 4991 — Oq � 91.5[61 TLY0956i95J1 eCV O0 -9BAPf fM O� E1Y ta4C r -wsr — — 099M- a -r.1r \ 6Y AptM w ma, E1Y (dCE.50ST 0,4 1SUN 616M 911r \ 0,191W 16M ¢Vr OI/i9/07 YYY p6n9/U7 ae 1. A.L.T.A. COMMITMENT ORDER NO. 1198333, DATED DECEMBER 14, 2005. 2. LOT LINE ADJUSTMENT PER RECORDING 118408270719, DATED AUGUST 27, 1984. 3. REAL ESTATE CONTRACT PER RECORDING #8872161, DATED APRIL 12, 1965. 4. WATER AS- BUILTS PROVIDED BY KING COUNTY WATER DISTRICT #90. 5. PLAT OF MAPLEWOOD ESTATES, PHASE 2, PER RECORDING #20021126000001, DATED NOVEMBER 6, 2002. E PLAT OF WILLOWBROOK LANE PER RECORDING #9408011505, DATED AUGUST 1, 1994. 7. PLAT OF CEDAR CREST ESTATES PER RECORDING #7305220548, DATED MAY 22, 1973. 8. SHORT PLAT 11484056 PER RECORDING 18409130561, DATED SEPTEMBER 13, 1984. GENERAL NOTES UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHY SURVEY AND THE UNDERGROUND ROUTING OF REPORTED BURIED UTIL177ES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL U7ILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. EVIDENCE OF LAND OCCUPATION LIKE FENCES, STRUCTURES, PAVED OR GRAVELED SURFACES, LANDSCAPING, AND ETC. MAY NOT COINCIDE WITH 714E DEEDED BOUNDARY LINES, AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS POTEN7AL BOUNDARY DISPUTES. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFEC71NG THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON MARCH 22, 2007 AND CAN ONLY BE CONSIDERED AS INDICA71NG THE GENERAL COND177ONS EXISTING AT THAT TIME. R- 313205 CALL BEFORE YOU DIG 14110042945555 CPH CONSULTANTS Site Planning • CMI Egneedng land Use Comking 4 N*ct Management 733MAwn &ft SODI"ff4WA9= Rare:(425) 2 MOI FAR (4Z) 28i2389 WWW.Cphconsultan I5. cam MAPLEWOOD PARK EAST ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS EXISTING CONDITIONS 3�-2, r'-lo s A —NNN 5/30/14 PAne C0.10 MRCH EVANS, PLS 1= 50'' emnncu: RAVO + °°^� DATUM � CITY 0 F =� R E N TO N an nin 9/ Buildin 9/ Public Works Dept. p RYAN SCHAUBLE owwi PETER EVANS p�1F r1O1 °B. SCHROEDER, PE maE.rY N0. REVISION BY DATE APPR APP PPROVED CALL BEFORE YOU DIG 14110042945555 CPH CONSULTANTS Site Planning • CMI Egneedng land Use Comking 4 N*ct Management 733MAwn &ft SODI"ff4WA9= Rare:(425) 2 MOI FAR (4Z) 28i2389 WWW.Cphconsultan I5. cam MAPLEWOOD PARK EAST ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS EXISTING CONDITIONS 3�-2, r'-lo s A —NNN 5/30/14 PAne C0.10 TBLOCK_COR OTOP111108 CSIT111108 CNOT111108 W 0 STA 23 +3777, ROAD A Orawnazwse0n N= 507951.05 ° NSB72_12°W 595.90' E =1646490.62 64'— — — — 67' 65' 3' 2' _ _ _ W 63' 62' ------------ __________ c°il I �b 7,056 SF t 4 'v r 7.405 SF 10 �� i '� _ 85 8,098 SF 7,775 SF 1 9 c�ju 8 Z H2' - - -- 1 I INT 21 +86.83 SHADOW AVE I 7,836 SF T .f 13' 8,064 SF 0,008 SF �- --- --- - -i 1 = 34 +91.19 NE 2ND LANE �_______ -_ -__i _ 6 Z i - 1¢B_____i N= 507800.12 1425'48 INT 30 +1751 NE 2ND LAN R= 180:5 -; _Q= 1422'21" i �i R =30' v° : Lyj f .; -- -� E= 1646489.55 w = 1 +90.51 ROSARIO AVE E 6¢ L =45.5' R= 204.5' --- -' -'-m 71 6 i Q z N= 507827.32 60 7 44 1? L=51.3' 8.5, 9'PUF_ 71 - R =25' 3I TBM B SF Q E= 164601252 30 - 24' 3g' 62 3 ^ ��2" REBAR &RED AXIS F 86T u $103 SF I ELEV = 498.79' Y I I ,e., N= 507799.05 E= 1646562.06 Q W iu R =30' 95', 40 ----------- O I R =15' 57 2 �y Jr 8.5' R 3 —��9Ar cuM��7 �I pga�c 30' TIP. O Q I 12' ROW DEDICATION -------- - - - - -- 9 PUE FRONT R 25 1 8,103 SF r----- - - - - -I - -- 19 TYP TRACT A SIDE f 9'' PUE W2 STORM DRAINAGE 12 .m 13 n smeer 1�B' ____I PROPERTY J 27234 SF a460 SF z 14 ' ': r - - - - - -, BOUNDARY (TIP.) a FOUND PUNCHMARK 3 8,139 SF 91,286 SF N Q IN 2" BRASS DISC IN °� _ 1 5, (SEE POND NOTE) S Ira. � �- 9' PUE � — i 2 CONC MON IN CASE 3 ' R =25' -- ----- ______i SIDE ; ,n 9'�PUE `- -- - -- --' o DOWN 0.35' 9' PUE 2s' TIP - 5' 5' 1 1 o REAR 8.5' 8.5' ° R =25' 1 8,586 SF 0311912007 1 >t 28' ROW DEDICA710N 75' 72' 13 1 $TBM C 174' 5,_ h— ^. i _ F9PUE I e ELEV = 468.01' _ _ 91 \ �,fl•�� N= 507637.36 10 +00 `" as v = 85 06 R 30' R 25 R 30 E= 1645998.62 "T-- o 4 ti � n GAS GAS GAS GA ° __J _ -------------- 00 5 -NEY�ND ='xB 3 83 -1 in 17 +76 INT 10 +77.50 NE 2ND STREET G S — GAS —'� GAS — GAS —GAS PUBLIC GAS GAS -- GAS — UPS - - = 0 +00.00 ROSARIO AVE NE — _ G`�.S — } GAS GAS — N= 507636.81 I N- 507605.77 TBM AJ PE AND- UTILITY --�TRA NT- 15(49.8 2ND STREET GAS —GAS — E= 1646016.17 E= 1646228.20 R.R. SPIK IN N. 3.1s3 SF = 20 +08.29 SHADOW A - - - - — FACE OF OVER POLE (PRIVATE ACT OWNED AND N= 507621.58 SURVEY DATA ELEV = 4 6.50' MAINTAINED BY HOA) E= 1646488.29 EXISTING TOPOGRAPHIC AND PLANIMETRIC INFORMATION SHOWN ON THESE PLANS AND USED AS A BASIS OF DESIGN IS BASED ON FIELD SURVEY DATA AS PREPARED AND PROVIDED BY MEAD GILMAN AND ASSOCIATES: BASIS OF BEARINGS: HELD NORTH 8821'18" WEST BETWEEN MONUMENT AT NORTHWEST CORNER OF SECTION 14 & MONUMENT AT NORTH QUARTER CORNER OF SECTION 14 HORIZONTAL DATUM. NAD 83191 VERTICAL DATUM. NAVD 88 ORIGINATING BENCHMARK: CITY OF RENTON POINT /2103 BROKEN BRASS DISK SET IN DRILL HOLE IN CONC. AT INTERSECTION OF N.E. 47H ST. & 1567H AVE. S.E. ELEV. = 547.95' SOE BENCHMARKS: TBM -A R.R. SPIKE IN N. FACE OF POWER POLE AT EAST PROPERTY LINE OF HOUSE 115203 & S.E. 132ND ST. ELEV. = 476.50' TBM -B Y2" REBAR & RED AXIS CONTROL CAP ELEV = 498.79' TBM C FOUND PUNCHMARK IN 2" BRASS DISC IN CONC MON IN CASE DOWN 0.35' ELEV = 468.01' GPS /CONVERSION NOTES. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POS1770NING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAG 332 -130 -090. LEGAL DESCRIPTION PER A.L.T.A. COMMITMENT BY CHICAGO TITLE UNDER ORDER #1198333 DATED DECEMBER 14, 2005 THE WEST 595.72 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SEC71ON 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; (ALSO KNOWN AS PARCEL A, KING COUNTY LOT LINE ADJUSTMENT NUMBER 489033, RECORDED UNDER RECORDING NUMBER 8408270719, IN KING COUNTY, WASHINGTON.) Approved by: UTILITY PERMIT Approved by: NO. U13002729 Approved by: CamrVnm 2003 caw caeuwenm. MC. Al amens aerew a. Annroved by CITY OF RENTON Date: Date: Date: REFERENCES 1. A.L.T.A. COMMITMENT ORDER NO. 1198333, DATED DECEMBER 14, 2005. 2. LOT LINE ADJUSTMENT PER RECORDING #8408270719, DATED AUGUST 27, 1984. J. REAL ESTATE CONTRACT PER RECORDING #8872161, DATED APRIL 12, 1965. 4. WATER AS- BUILTS PROVIDED BY KING COUNTY WATER DISTRICT #90. 5. PLAT OF MAPLEWOOD ESTATES, PHASE 2, PER RECORDING #20021126000001, DATED NOVEMBER 6, 2002. 6. PLAT OF WILLOWBROOK LANE PER RECORDING #9408011505, DATED AUGUST 1, 1994. 7. PLAT OF CEDAR CREST ESTATES PER RECORDING #7305220548, DATED MAY 22, 1973. 8. SHORT PLAT #484056 PER RECORDING #8409130561, DATED SEPTEMBER 13, 1984. GENERAL NOTES UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES. UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR THIS TOPOGRAPHY SURVEY AND THE UNDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY CONSTRUCTION. EVIDENCE OF LAND OCCUPATION LIKE FENCES, STRUCTURES, PAVED OR GRAVELED SURFACES, LANDSCAPING, AND ETC. MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES, AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS POTENTIAL BOUNDARY DISPUTES. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTEN7AL PROPERTY LINE DISPUTES. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON MARCH 22, 2007 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 2 14- 11 NO. REVISION �mm-mm-MWTTJITZI MITCH EVANS. PLS PETER EVANS 1"=50' I a rvu uie F Xnf tlE N] scw[ Aaamxocr work mw tore woAaarmi wa iew /teal DATUM POND NOTE 1. TRACT A SHALL BE OWNED BY THE HOA AND AN EASEMENT GRANTED TO THE CITY (INSIDE POND FENCE) FOR MAINTENANCE OF THE POND. THE HOA SHALL BE RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING OUTSIDE THE POND FENCE. R- 313206 0 PLAN (b 50 104 IN FEET Im CONSULTANTS Site Planning • Civil Engneenng CALL BEFORE land Use COnsalfing • Project Management DID 7337tAAw�ew.Sure100 l Ni wa WA9a133 1. 800.424.6555 more: (425) 29523901 FA%:(425)2as2389 www. 411consultents.com d'9 » CITY OF MAPLEWOOD PARK EAST 5/30/14 RENTON ROADWAY GRADING, DRAINAGE. AND SANITARY SEWER IMPROVEMENTS Planning /Building /Public Works Dept. HORIZONTAL AND VERTICAL CONTROL PLAN 00.20 CD•' i2- 3-? 3,;)0(o IAHN W 0 Q J LL z C1111) z Q U LL1 w 0 Y a Er Mo rev 0 O W J (L G a I I1 'A 8`701A Il/ I/ I1 A l Joo'/ -472- I -470 ii l / \ i II I 1 // I �r1gl.A "A 1 I i 3 ' a a a i � pus NE 1/4, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. all A \ \ \ 1 'A a \ rLl \0 \ t 1 M _ __ \ N88.. .1 , \ b 1 ,gam � ff 7 1 / � -� (A 8 "1ptl21. '� 111ggg 0 `4 A1�11' II VR,A 1fu'AoI 10`?dJ� `..' "A 0 1 ($� \A b 12"A ��\ p III �� 5 161 V A�M 1 M VJ___ \ 7755.''�A V Y V 1 A A A A V A/ \ \ 10 I 9 I / � \»y A. 1 \ III \ A M I 6"FI 1 ,A I g \\ l ,M 1 1 \ qq \ Al MI r, \ 78' M� \� 1 „\✓ \\ ij0',F { .,A M '! `�..1 ( \�$.�» 81 �7' "M P.1 it i AJ ` `-" r4i `f Cy I • III �I A V J� C� \A �I M Y _ A - LIJ_AA 6 �\ A U � I �� ti 1 _ �I .t - - `v v .= { - 66.. ._. � _ / / ' E €k-- �-w _ 10 12 T \ .. lE' p __... os� C\ � _ i _ _ ] UTILIZE STORM DRAINAGE POryry�tt 'AS SEDIMENT POND DURING CON $ RUC77ON I� DWili i II v 1 -A' -_ M.\ LCI \ 12 ___ \-4 / A \ \ 1 1 1 /L?2 I ____ 1 I \ \ \ -264 \ -- A A I� 1 1 1 A \ I A 13 \ r \\ 14 1 1, m I of l 1➢11H 9� 1 .6 I \ s TRACTA l x I v A 6 ^M �ww -` I 1 1 �13� 7 I,IIa "M 2 "o ^H \R''F \ I 462- = My -- - - /� ^/. 6J'\\ 2V0 _,j,4 COT NOTES 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR 2 ALL EXIST. BUILDINGS FENCING AND IMPROVEMENTS WITHIN THE CLEARING LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED PRIOR TO CLEARING. 3. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACIL177ES AC71VE DURING CONSTRUCTION SHALL BE CLEANED AND /OR REPAIRED TO GOOD WORKING COND177ON PRIOR TO FINAL PROJECT CLOSEOUT. 4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS NOTED TO BE PROTECTED SHALL BE REMOVED. 5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON. NOTES: 6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM STENT FEASIBLE. 7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. 8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE - HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. 9. DUST CONTROL MEASURES WILL BE APPLICABLE AND PROVIDED BY THE CONTRACTOR AS NECESSARY. CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: Date: comp&aozoia�m >uc.uaxvnsRe . A rovedb : IN Date: ` "Ou NO. I � \ \ 1 -- - r - -- yu0l \ \4 4 T)P. _- _. -_ - - -- --- � ,i I 11 /TYe I ,\ �I -500 cpN Er 3 \ \ A I IAA . II I v i w RIGHT FOR I z 5 ' A DIMENSIONS \I \ 2 -- y6-e T T' a0k SS P_ - _BT \ 0 UTILIZE EXISTING CULVERTS FOI SC, II II \ L I' ER \MOVE PRIOR TOfiNAL IMPROVEMENTS I \\ S� GAS EJ REMOVE AND REPLACE EXIST. WATER MAIN PER KCWD NO. 90 RECOMMENDED CONSTRUCTION SEQUENCE APPROVED PLANS 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). J. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTEC77ON (SILT FENCE ETC.). 7. CONSTRUCT SEDIMENT POND AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND177ONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLAS77C SHEE71NG OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF ..,4 W v T --�- B T off - - 'l4JMFTIR- - r - B T PT t- RT - - X -X -X- CONSTRUCTION ENTRANCE PER DETAIL ON OSTABILIZED SHEET C1.100 0 0 2O TREE PROTEC77ON FENCE PER DETAIL ON SHEET C1.101 CONSTRUCTION FENCING 3O SILT FENCE PER DETAIL ON SHEET C1.100 TEMPORARY INTERCEPTOR DITCH LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS WITH ROCK CHECK DAM OAPPROX. DETAIL ON SHT. C1.100 TYP. 5O CONSTRUC77ON FENCING PER DETAIL ON SHEET C1.100 (SEE NOTE 3) O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 RIP- RAP /QUARRY SPALL PAD O ROCK CHECK DAM PER DETAIL ON SHEET C1.100 CATCH BASIN INLET PROTEC77ON CULVERT, APPROX. LENGTH AND SIZE PER PLAN, TEMPORARY CULVERT OTEMP. S =29 MIN. PROTECT EXIST. TREE, OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET SEE TREE PROTECTION DETAIL ON C1.101 SHEET 01.101 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR io OUTFALL CATCH BASIN INLET PROTECTION PER DETAIL ON SHEET 11 C1.101 12 ROCK -LINED DITCH ALONG POND SLOPE LEGEND ..,4 W v T --�- B T off - - 'l4JMFTIR- - r - B T PT t- RT - - X -X -X- SILT FENCE TREE PROTECTION FENCING 0 0 CONSTRUCTION FENCING - TEMPORARY INTERCEPTOR DITCH R WITH ROCK CHECK DAM SD PERMANENT SO FACILITY (SEE NOTE 3) RIP- RAP /QUARRY SPALL PAD ® CATCH BASIN INLET PROTEC77ON TEMPORARY CULVERT /0\ 1 PROTECT EXIST. TREE, 1/ SEE TREE PROTECTION DETAIL ON O SHEET 01.101 R- 373201 CP H APPROPRIATE. + NOTE: CONSULTANTS ADDI7IONAL EROSION CONTROL MEASURES MAY Se Planning • CiM l Engineering BE REQUIRED AS DEEMED NECESSARY BY THE 0 30 60 ® CALL BEFORE land Use Consulting, ftject Management CITY OF RENTON INSPECTOR YOU DIG 233 29aAVaaw.suim l9Dl Rildan0.wA9�39 PLAN IN FEET 1. 800.4245555 Rwnw(425)28523901 FAX (425)28&2389 www.cphconsultants.com Y OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS y'CHH EVANS PLS wvc 1 " -50 " `"' °BO jq MAPLEWOOD PARK EAST 5 /30/14 CITY OF RYAN SCHAUBLE RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS aRw4a PETER EVANS p4,�p �V L DATUM Planning /Building /Public Works Dept. ESC PLAN 01.01 -JAMIE B. SCHROEDER, PE tar aama REVISION BY DATE APPR APPRnvPnAC01m""Y w•E*: in CD,'/2-- ����7 A -NN v oO 0 r• � aD W Nl N z U w OIL. w 0 O 0 w J_ LL.. F- a w Y a IZ 0 O O w J a ca C EARTH OR GRASS LINED r DEPTH J ROCK LINED OMPACT QUARRY SPALLS NOTES: 1. EARTH OR GRASS LINED DITCHES SHALL HAVE SLOPES OF 6% OR LESS AND A MAXIMUM FLOW VELOCITY OF 5FPS. 2. ROCK CHECK DAMS SHALL BE USED IN EARTH OR GRASS LINED DITCHES FOR SLOPES GREATER THAN 3% 3. ROCK LINED DITCHES SHALL BE USED WHEN SLOPES EXCEED 6% OR FOR FLOW VELOCITY GREATER THAN 5FPS. MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDERDESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDERDESIGN, THE DESIGN ENGINEER SHALL BE N077FIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO BE APPROVED BY CITY OF RENTON. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION CONTROL BLANKET OR NET. TEMPORARY INTERCEPTOR DITCH NOT TO SCALE WORK AREA SITE /ROADWAY IMPROVEMENTS VARIES PER PLAN TEMP. DITCH OR I SWALE, PER PLAN ROUGH OR FINISHED GRADE <6" MAX. a- I_ I FINISHED SLOPE, PER PLAN FILTER FABRIC SILT FENCE AT EXIST. GRADE DOWNSLOPE OF DISTURBED AREAS TYPICAL CLEARING LIMITS NOT TO SCALE FENCE CON77N000S ORANGE CONSTRUCTION FENCE, 7ENSAR OR EQUAL ROX. LIMIT OF GRADING 12" MAX., UNLESS NOTED OTHERWISE ON PLAN NOTE.* 1. SEE ESC AND CLEARING PLANS AND TYPICAL CLEARING LIMITS DETAIL FOR FENCE LOCA71ON CONSTRUCTION FENCING NOT TO SCALE UTILITY PERMIT NO. U13002729 CDPPW 020]3 CPH CHD U110NLG U.C. All RI®IM RmeN CONSTRUCTION FENCING (ORANGE PLASTIC) AT EXIST. GRADE UPSLOPE OF DISTURBED AREAS EXIST. GRADE CLEARING LIMITS NE 1/4, 5E., W.M. A 10. WILT :N TALLLBVEW"��TLPIHTBE MARS BTm tr Mr mxyESt� X�� xrass[ LN_L.D x . 1. CONDmONOFUSE III 1.1. CONSTRUCTION ENTRANCE SWILL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVEDROADSOROTHERPAVEDMEASW IN1.MFEETOFTHESITE. 2. DESIGNANOwSTALUT1Ox SPECIFIGTIONS 2.I, HOG FUEL (WOOD BASED MULCH) WYK SUBSTITUTED FOR OR COMBINED WITH WARRY SPALLSIN APES THAT WILL MOT Be USED FOR PERMANENT BONDS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS THE INSPECTOR MAY AT ANY TIME REQUIRE THE UK OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS MIND CARRIED ONTO PAVEMENT 22. FENCING SHALL BE INSTALLED FS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 23, WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE, THIS C WBSTANTWLLY INCREASE THE EFFECTIVENESS OF THE PAID AND REDUCE THE NEED FOR MAINTENANCE. S. MAINTENANCESTANDARDS 31. QUARRY SPALL$$HALL BE ADDED IFTHE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATION$. 32. IF THE ENTRANCE IS NOT PREVENT IG SEDIMENT BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SNALL BE USED THIS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OFTHE WHEELWASH. IFWASHINGISU SED,TSWLLLSEVINEONANmFA EREDWTH CRUSHED ROCK. AND WASHED WATER SHALL DRAIN TOASEOIFFNT TRAP OR FOND. 3S. ANY SEDIMENT THAT IS TRACKEDONTO PAVEMENTSHALL BE REMOVED IMMEDIATELY BY SWEEPING, THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILU EDON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWNTHE STREET, EXCEPT WHEN SWEEPING IS INEFFECTNE AND THERE IS THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULDTHEN SE WASHED IWO THE SUMP WHERE T CAN BE CONTROLLEDAND DISCHARGEDAPPROPRNTELY. S4. ANY QUARRY$PALLS THAI LOOSENED FROM THE PADAND ENO UPON THE ROADWAY SNLLLBE REAgVED IMMEDIATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION EWRANCEISI, FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. PUBLIC WORKS STABILIZED SID. PLAN - 215.10 xl e%x DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 IIESTPE&IGIx AS1MfMls1 CITY OF RENTON by: Date: by: Date: by: Date: bv: W/ Date: NE 1/4, 5E., W.M. A 10. WILT :N TALLLBVEW"��TLPIHTBE MARS BTm tr Mr mxyESt� X�� xrass[ LN_L.D x . 1. CONDmONOFUSE III 1.1. CONSTRUCTION ENTRANCE SWILL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVEDROADSOROTHERPAVEDMEASW IN1.MFEETOFTHESITE. 2. DESIGNANOwSTALUT1Ox SPECIFIGTIONS 2.I, HOG FUEL (WOOD BASED MULCH) WYK SUBSTITUTED FOR OR COMBINED WITH WARRY SPALLSIN APES THAT WILL MOT Be USED FOR PERMANENT BONDS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS THE INSPECTOR MAY AT ANY TIME REQUIRE THE UK OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS MIND CARRIED ONTO PAVEMENT 22. FENCING SHALL BE INSTALLED FS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE, 23, WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE, THIS C WBSTANTWLLY INCREASE THE EFFECTIVENESS OF THE PAID AND REDUCE THE NEED FOR MAINTENANCE. S. MAINTENANCESTANDARDS 31. QUARRY SPALL$$HALL BE ADDED IFTHE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATION$. 32. IF THE ENTRANCE IS NOT PREVENT IG SEDIMENT BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SNALL BE USED THIS MAY INCLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OFTHE WHEELWASH. IFWASHINGISU SED,TSWLLLSEVINEONANmFA EREDWTH CRUSHED ROCK. AND WASHED WATER SHALL DRAIN TOASEOIFFNT TRAP OR FOND. 3S. ANY SEDIMENT THAT IS TRACKEDONTO PAVEMENTSHALL BE REMOVED IMMEDIATELY BY SWEEPING, THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILU EDON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWNTHE STREET, EXCEPT WHEN SWEEPING IS INEFFECTNE AND THERE IS THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULDTHEN SE WASHED IWO THE SUMP WHERE T CAN BE CONTROLLEDAND DISCHARGEDAPPROPRNTELY. S4. ANY QUARRY$PALLS THAI LOOSENED FROM THE PADAND ENO UPON THE ROADWAY SNLLLBE REAgVED IMMEDIATELY. 35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION EWRANCEISI, FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. PUBLIC WORKS STABILIZED SID. PLAN - 215.10 xl e%x DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 IIESTPE&IGIx AS1MfMls1 LBYYMH. GMBRNSIIEELOHWTION AS1M0#Y YR MOY. suulsmEncrx As1M0nma .mPNMx. AosaMmNrsN wurvs. si.xDAROVNERm 9 - YR.T1oAlr uF.Nec 1. PNIK BNF�MmFMNDI,MP S T.IFRTAN I I II I 91E1 1�o oIQu- ITI�Ta�1,oy���I -I ialEllo:oinTi _ 1o.IFm � -STL x.1HE oL BI / xBT" T CONDTWNOFUSE 1.1. SILTFEHE MAYBEUSEDDOWNSLOPE OFALLDISTURBEDAREA S, 1.2 SNFENCE ISNOTIWENOEDTOTI TCONCEW DFLONS.N ISINTENDEDTOTREAT$UBSTAWULAM SCFOJE DF , ANYCQLCEWRATEDFLONMOSTBECQNVEYEDTHR KTHED INGESYSTEMTOASEDIMENTTRAPq POND. 2. DESMNANDNSTALIATIORSPECIFCAT10XS 2.1. THE GEOTEXTILE USED MOSTMETTHE STANDARD LISTED BELLOW. ACOPY OF WE MANUFACTURERS Fp$NC SPECIFICABOBBILOSTBE AVAILABLEONSRE. 12 STANDARD STRENGTH FABRIC REWIRESWIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE RACKING ON CLOSER BEST SPACING MAY BE RENTWEDFOR EXTRA$TRENGTH FABRIC IF FIELD PERFORMANCE WARRANTSA STROICERFENCE. 20. WHERE THE FENCE ISINST D.TNESLMESK WTBESTEEi RTWW IV 2A :F A TYPI CAL SILT FENCE IS USED, THE STAW AR0.X4 TRENCH MAY NOT BE RE DWED A4 LONG AS THE BOTTOM S INCHES OF THE SLT F ENCE SWELL BURIEDAND SECURE N ATRENCHTNATSTABLQE$THE FENCE AND DOES NOTµLOW WATER TO BYPASSORUNDERMINE THE SILT FENCE. S. MAINTENANCESTANDAROS 31 ANV DAMAGE BHUA BE REPUP aILIEOMTFIY. 32 IF CONCENTRATED FLOES ARE EVIDENT UPBU. COTHE FENCE.THEYMUST BE INTERCEPTEDANO CONNEYEDTO ASEDIMEW TRAPORPOiD ]d. IT IS IMPORTANTTO CHECKTHE UPHILL SIDE OF THE FENCE FOR SIGNS OF ME FENCE CLOGGING ANDACINGAS ASARRIERTO FLOW AND TRENCAUSINGCHANNELWT OFFLOWSPAR. VLELTOTREFENCE. IFTRY$OCCURS.REPLACETHEFFNCEORN WA DTETRAP SEDIMENT . 3A. SEDIMENT MOST BE REMOVEDWHEN SEDIMENT IBS INCRESHIGH, IS IF THE FILTER FABRIC(GEOTEX TILE) W14 DETERIORATED DUE TO URRAVKDET BRFAKWWN, IT SHALL BE REPLACED. +//- STD. PLAN - 214.00 l4 ®, PUBLIC DEPARTMENT SILT FENCE .� %4 DEPARTMENT r MARCH 2000 2e (tp, I I NO. I REVISION I BY I DATE I APPR 5� 3 TLLAILTELYCOVEnmE s ADCKNUS x $ /eo.TaR µoslDESaFmeoNc NOT" 1. CONDMONOFUSE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED MCA$ TO AND FROM PONDS OR TRAPS. 1Z TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS MOUND THE SITE TO A NONBROSWE DISCHARGE POINT. 2. MAINTENANCESTANDAROS 2.1, ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TOTS ORIGINAL OESIGNCAPACRY, 22. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURINGANO EROSION OF THE BED AND BANKS. IF SCOURING ME FIREBUG HAS OCCURRED. AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. + SM. PLAN - 217.40 % � PUBLIC WORKS CHECK DAMS SPACING AND .ok. DEPARTMENT CROSS SECTIONS MARCH 2008 " EVANS, PLSHw,4� CITY OF N/A HORPBWAL HAD la�IBP, A.IL D • }r " TER EVAN RENTON REFER EVANS DATUM 1h SCHROEDER, PE xm�CORMI I. Planning /Building /Public Works Dept. y SCYE MWPMAY APPROVED R- 313208 CALL BEFORE YOU DIG 7- 800424.5555 CP H CONSULTANTS Site Planning • Civil Wneenng Land Use Consuling A ft;ed Management TaiMANn 5ftiO01RB ann WA98033 RBIIM1425)28523901 FAX 142512852389 www.cphconsultants.com 11VE MAPLEWOOD PARK EAST 5/3o/1a ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ESC DETAILS C1.10 r m Z0 ■ m and ` m y o w z U w 00 a w 0 O U w J_ LL a w Y cc a a O O w J IZ a SEDIMENT TRAP TOP OF BERM (PER PLAN) AS REQUIRED TO 6. un,urn,u rnuc W.S. ELEV. I 4.5" FOR 12° MIN. DIAM. PERFORATED POLYETHYLENE TUBING OR PLASTIC PIPE GRAVEL FILTER, CLEAN FREE 2) DRAINING GRAVEL MATERIAL��MAX GRAVEL CONE NOT TO SCALE RUNOFF WATER WITH SEDIMENT PRE -MFR.D GEOTEX71LE FABRIC INS FILTERED WATER — SOLID 90' BEND.. 18 SQ MIN TYPICAL INSTAUA110N STRUCTURE MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PR07EC77ON SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACE AT LEAST MONTHLY. J. REGULAR MAINTENANCE IS CRITICAL FOR ALL FORMS OF CATCH BASIN /INLET PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED. 4. CATCH BASIN PROTEC7ION MUST BE REMOVED WHEN HOME CONSTRUCTION IS COMPLETE CATCH BASIN PROTECTION NOT TO SCALE OPEN PIPE END AT DESIGN W.S. 2 70 STEEL PIPE OR METAL STAKE EMBED IN CONCRETE BASE OR EQUIVALENT ANCHOR SUPPORT APPROVED BY ENGINEER SECURE TUBING TO PIPE SUPPORT WITH STRAPPING AT 12" O.C. MIN, CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: Date: coHaprcozot3 crac wm.a. uc. aia�measw.wa. ADvrovedbv: Date: NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. GRADE OUTLET PIPE WHERE SHOWN ON PLAN NO TRESPASSING PROTECTED TREES SIGNIFICANT EXIST. TREE CONTINUOUS CHAINLINK FENCING POST AT MAX. 10' O.C. INSTALL AT LOCATION AS SHOWN ON PLANS A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, T10 TRESPASSING- PR07ED TREES- OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCTION A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. D. IMPERVIOUS SURFACES PROHIBI7ED WITHIN THE DRIP LINE THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES. THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE OR (ii) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE -HALF FEET (1%2) IN DIAMETER FOR EACH ONE INCH (1) OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER COND177ONS MAY BE REQUIRED. (ORD. 5676, 12 -3 -2012) F. MULCH LAYER REQUIRED., ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3) OF BARK MULCH PRIOR TO INSTALLATION OF 774E PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IN THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12 -3 -2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12 -3 -2012 TREE PROTECTION FENCE DETAIL NOT TO SCALE R- 313209 19 CALL BEFORE YOU DIG 1- 800.42A -5555 CP H CONSULTANTS Site Planning • Civil Pngneeiing Land Use Wrsulfing - Project Managemeld 733 M AVete, Sub llD I W1 AWA 9B]ii Hare(425) 28&M90 I FA (435) 385,2189 wwW.cOACanauItants.c0m MAPLEWOOD PARK EAST 1 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS I- ESC DETAILS D< dz - 37 :7� --D-c (' C1.10 SCALE @� CITY OF � R E N TO N anning /Building /Public Works Dept. RYAN SCHAUBLE P' ETER EVANS i AMIE B. SCHROEDER, PE l AE . w xm atA: sax NO. REVISION BY APPROVED 19 CALL BEFORE YOU DIG 1- 800.42A -5555 CP H CONSULTANTS Site Planning • Civil Pngneeiing Land Use Wrsulfing - Project Managemeld 733 M AVete, Sub llD I W1 AWA 9B]ii Hare(425) 28&M90 I FA (435) 385,2189 wwW.cOACanauItants.c0m MAPLEWOOD PARK EAST 1 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS I- ESC DETAILS D< dz - 37 :7� --D-c (' C1.10 w O w J_ LL I CONNECT TO EXIST. 18" SO NE 1/4, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. PROPERTY BOUNDARY _ N8872'12 "W 595.90' I �I B 11 IIII 9 8 l i l 1 - - - - - - - - - - - - - - - - FFE= 483.9 I FFE= 488.5 I I FFE= 492.9 I I I I N.. I I j 6 PRIVATE SD I I " COLLECTION SYSTEM I I 1 6 (TYP.) j FFE = 501.2 i m RD RD RD I 4 ` 1 ' - - - -- CoM�INED- DET�1�16N{_ 1 I I I I WATER QUALITY \ _ _ SEE SHEET 0320 • I I i i �' - - - - -- 451 = - - -- -` \I II I II i t II i i i 1 i 1 I I 1 _ -- 464 - - - -- \� \ 1 1 1 1 1 1 13 i 1 -------- 7RACLA _ _ I it, 1 FFE= 490.0 14 /�____- �MZRAINAGE --i/ 1 j� °' m I FFE =4937 FFE =496.5 I 1 1 1 1 1 1 I I1 I I 1 1 1 CONNECTION TO THE NOTE 2 ) 1 I I I 9' PUE I I DOWNSTREAM DRAINAGE - - - -- SYSTEM SHALL BE VIA { PERFORATED PIPE 462- - - - - -- LANDSCAPE AND, UTILITY TRACT .1 / I (TYP. ALL LOTS) - - - - -- 485.6 - -- ----- - - - - - - - - -- ' VV `?�JKDO- - -W--- W W _ -1- 15t08W / W _v W - W w-1 IGA'11 ��`' •_=. - '. 'SS ft _ - \\ t\ \ I \ 4 \\ FFE =5030 \� \\ ///'''CONNECTION TO THE \ \�, DOWNSTREAM DRAINAGE SYSTEM 1i SHALL BE VIA PERFORATED PIPE CONNECTION (TYP. ALL LOTS) UPI 1 3 m FFE= 500.5 I "> I) I m • I � N 0 00 II I I I III II 2 I - ; 9' PUE \ \ t 1 II ' I FFE =4935 I I _ II Ip III UTILITY PERMIT NO. U13002729 Copwi®a02Daa CM Cawaem4 tCC. Ra FU" R I by: Date: by: w by: Date: bv: RA/- Date: Q U) STORM DRAINAGE PIPE - - -- (SF) TYPE i CATCH BASIN O TYPE 2 CATCH BASIN 8,135 4,474 3,661 REDUCED IMPERVIOUS o 2 8,140 4,477 3,663 REDUCED IMPERVIOUS SURFACE CREDIT it I I I REDUCED IMPERVIOUS l I I I SURFACE CREDIT l 11 i 10 3,882 O I FFE= 473.7 j FFE= 478.8 SURFACE CREDIT 5 7,088 3,898 3,189 REDUCED IMPERVIOUS I I w 30 7,205 3,962 3,242 REDUCED IMPERVIOUS SURFACE CREDIT 7 8,343 4,589 3,754 Q SURFACE CREDIT rn RD J�D 9'PUE i I REDUCED IMPERVIOUS FO1L__i SURFACE CREDIT s AM a 11,-1k N I 1 .... ' I .: CONNECT TO EXIST. 18" SO NE 1/4, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. PROPERTY BOUNDARY _ N8872'12 "W 595.90' I �I B 11 IIII 9 8 l i l 1 - - - - - - - - - - - - - - - - FFE= 483.9 I FFE= 488.5 I I FFE= 492.9 I I I I N.. I I j 6 PRIVATE SD I I " COLLECTION SYSTEM I I 1 6 (TYP.) j FFE = 501.2 i m RD RD RD I 4 ` 1 ' - - - -- CoM�INED- DET�1�16N{_ 1 I I I I WATER QUALITY \ _ _ SEE SHEET 0320 • I I i i �' - - - - -- 451 = - - -- -` \I II I II i t II i i i 1 i 1 I I 1 _ -- 464 - - - -- \� \ 1 1 1 1 1 1 13 i 1 -------- 7RACLA _ _ I it, 1 FFE= 490.0 14 /�____- �MZRAINAGE --i/ 1 j� °' m I FFE =4937 FFE =496.5 I 1 1 1 1 1 1 I I1 I I 1 1 1 CONNECTION TO THE NOTE 2 ) 1 I I I 9' PUE I I DOWNSTREAM DRAINAGE - - - -- SYSTEM SHALL BE VIA { PERFORATED PIPE 462- - - - - -- LANDSCAPE AND, UTILITY TRACT .1 / I (TYP. ALL LOTS) - - - - -- 485.6 - -- ----- - - - - - - - - -- ' VV `?�JKDO- - -W--- W W _ -1- 15t08W / W _v W - W w-1 IGA'11 ��`' •_=. - '. 'SS ft _ - \\ t\ \ I \ 4 \\ FFE =5030 \� \\ ///'''CONNECTION TO THE \ \�, DOWNSTREAM DRAINAGE SYSTEM 1i SHALL BE VIA PERFORATED PIPE CONNECTION (TYP. ALL LOTS) UPI 1 3 m FFE= 500.5 I "> I) I m • I � N 0 00 II I I I III II 2 I - ; 9' PUE \ \ t 1 II ' I FFE =4935 I I _ II Ip III UTILITY PERMIT NO. U13002729 Copwi®a02Daa CM Cawaem4 tCC. Ra FU" R 00 I' �Q w- �3W .:.1 V' W GAS_ - BT BT �T CP gT OP - 1 CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS MARCH EVANS, PLS 1. =30' RdlQbifll wp ,ae, /,00, �� CITY OF RYAN SCHAUBLE RENTON ma PETER EVANS axa aaa, DATUM Planning /Building /Public Works Dept. I�. NO. REVISION BY DATE APPR 'JAMIE B. SCHROEDER, PE vxvr an:mw APPROVED scut W>a>tma�ar LEGEND CITY OF RENTON by: Date: by: Date: by: Date: bv: RA/- Date: 00 I' �Q w- �3W .:.1 V' W GAS_ - BT BT �T CP gT OP - 1 CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS MARCH EVANS, PLS 1. =30' RdlQbifll wp ,ae, /,00, �� CITY OF RYAN SCHAUBLE RENTON ma PETER EVANS axa aaa, DATUM Planning /Building /Public Works Dept. I�. NO. REVISION BY DATE APPR 'JAMIE B. SCHROEDER, PE vxvr an:mw APPROVED scut W>a>tma�ar LEGEND NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. 2. TRACT A SHALL BE OWNED BY THE HOA AND AN EASEMENT GRANTED TO THE CITY (INSIDE POND FENCE) FOR MAINTENANCE OF THE POND. THE HOA SHALL BE RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING OUTSIDE THE POND FENCE. INDIVIDUAL LOT BMP'S 10 LOT NUMBER - - - DAYLIGHT LINE -420- FINISHED GRADE CONTOUR - RD - PRIVATE SO SYSTEM BMP TYPE STORM DRAINAGE PIPE - - -- (SF) TYPE i CATCH BASIN O TYPE 2 CATCH BASIN NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. 2. TRACT A SHALL BE OWNED BY THE HOA AND AN EASEMENT GRANTED TO THE CITY (INSIDE POND FENCE) FOR MAINTENANCE OF THE POND. THE HOA SHALL BE RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING OUTSIDE THE POND FENCE. INDIVIDUAL LOT BMP'S 559 IMPERVIOUS MAX IMPERVIOUS LOT AREA (SF) PER CDR ZONING COVERAGE - 10Y BMP TYPE (SF) REDUCTION (SF) i 8,135 4,474 3,661 REDUCED IMPERVIOUS SURFACE CREDIT 2 8,140 4,477 3,663 REDUCED IMPERVIOUS SURFACE CREDIT 3 8,140 4,477 3,663 REDUCED IMPERVIOUS SURFACE CREDIT 4 8,627 4,745 3,882 REDUCED IMPERVIOUS SURFACE CREDIT 5 7,088 3,898 3,189 REDUCED IMPERVIOUS SURFACE CREDIT 6 7,205 3,962 3,242 REDUCED IMPERVIOUS SURFACE CREDIT 7 8,343 4,589 3,754 REDUCED IMPERVIOUS SURFACE CREDIT 8 8,134 4,474 3,660 REDUCED IMPERVIOUS SURFACE CREDIT 9 8,459 4,652 3,807 REDUCED IMPERVIOUS SURFACE CREDIT 10 8,008 4,404 3,604 REDUCED IMPERVIOUS SURFACE CREDIT 11 8,064 4,435 3,629 REDUCED IMPERVIOUS SURFACE CREDIT 12 7,836 4,310 3,526 REDUCED IMPERVIOUS SURFACE CREDIT 13 7,776 4,277 3,499 REDUCED IMPERVIOUS SURFACE CREDIT 14 7,405 4,073 3,332 REDUCED IMPERVIOUS SURFACE CREDIT SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE ABOVE AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE W1774 THIS STIPULATION MUST BE ADDRESSED IN THE 'SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. R- 313210 CP H CONSULTANTS Site Planning • Civil Engineering CALL BEFORE Land Use ConsuldRd a ftjea Management YOU DIG 733 7th aw.nae.&b 1001 Kddu . WA 9801 1$00. 4245555 m (425) 28s2390 l IF&(425)285-2e89 www.epheonsultants.oam aM MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS OVERALL STORM DRAINAGE 02.00 10 36 ;L 1AHNININ NAT i r rn� �o0 �o oN> a y 3 B B B 8 18 W BPE =482.4 V I I V v BPE�48Z0 I I \ BPE =491.4 III A I I A 0 I :. 0 I DAYLIGHT LINE \v FINISHED GRADE CONTOUR ,I v i i v Iv �v ij I v �� I L.L O TYPE 2 CATCH BASIN NOTES: \ I PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. A ,e F- I/ \ z W •; i �-_ a I // I' \ I -Ita -a I - J-472-/ vxW W I T� O �� I I I i FFE 473.7 \\ B3 — BT I 470 i I1 1 BPE =472.2 \ I \�\ xF I (L -�— 6 I ao Ro —\ - rye t . 34+oo \ 9 e NE 114, NW 114, 5E., W.M. \ N88'12Y2' \ 1 595.90' _ �v I I i 10 I \ 1 \ I \ I I \ BPE =501.6 FFE = 478. A 9 v v 8 7 I I I I \ v A -T-----\--------- BPE =477.$ \ V I BPE =482.4 V I I V v BPE�48Z0 I I \ BPE =491.4 III A I I A 0 I :. 10 I DAYLIGHT LINE \v FINISHED GRADE CONTOUR ,I v i i v Iv �v ij A illili v �� I TYPE 1 CATCH BASIN O TYPE 2 CATCH BASIN NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. A ,e • ... ,. r. _ •; i �-_ \ I -Ita -a I - W, vxW W h B3 — BT m xF �P -�— SS /�- �.- --�-�J t . 34+oo \ 9 \ _ \\ \ V . III 1 I 1 COMBINE DE$N4BN� A V? \ V A \ \�_1 _WATER QUALITY POND ---- - --- -- 464 --- _\ \ - -`\0 i I III I \\ 12 \\ l l 1------------ -�� 11 j j I rn o I I FFE'`490,0 TRACT A I I I I I I 5R�A71iTAlir1�--- - - - - -� \ \t- 465.6 - _- - --''_ / - .. \T = - .�— .'_�....in, e., ' _ . •jam -- A I I \ • -I I \ 13 \— i 14 FFE= 493.7 \ BPE =492.2 LANDSCAPE AND. UTILITY TRACT \ 0. REVISION / Oe 7 01 1 \\ 1 v 1 \\ 1 v Sou\ 1 \ - 1 I GRADING DAYLIGHT s - I LINE (TYP.) 3 � I rn FFE= 500.5 \ n BPE -499.0 l I 0 Ilw ____ o — N V I 11 � i it 1 \ 2 I \ BPE = X796:0 -- - - - - -- Oq Qo 7 PLS PETER EVANS 41 AMIE B. SCHROEDE BY DATE APPR APPROVED CITY OF x4rm4xui wn ,sai too, RENTON p"E Hp1 DATUM •r wu acuc Planning /Building /Public Works Dept. w rpr atc arx scut �r LEGEND V ' BPE= BEARING PAD ELEI! 10 LOT NUMBER DAYLIGHT LINE —420— FINISHED GRADE CONTOUR — RD — PRIVATE SO SYSTEM STORM DRAINAGE PIPE ❑D TYPE 1 CATCH BASIN O TYPE 2 CATCH BASIN NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. A ,e Oq Qo 7 PLS PETER EVANS 41 AMIE B. SCHROEDE BY DATE APPR APPROVED CITY OF x4rm4xui wn ,sai too, RENTON p"E Hp1 DATUM •r wu acuc Planning /Building /Public Works Dept. w rpr atc arx scut �r LEGEND EEE= APPROX. FINISH FLOOR ELEV. BPE= BEARING PAD ELEI! 10 LOT NUMBER DAYLIGHT LINE —420— FINISHED GRADE CONTOUR — RD — PRIVATE SO SYSTEM STORM DRAINAGE PIPE ❑D TYPE 1 CATCH BASIN O TYPE 2 CATCH BASIN NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. A ,e W, vxW W B3 — BT T BT BTT �P -�— Oq Qo 7 PLS PETER EVANS 41 AMIE B. SCHROEDE BY DATE APPR APPROVED CITY OF x4rm4xui wn ,sai too, RENTON p"E Hp1 DATUM •r wu acuc Planning /Building /Public Works Dept. w rpr atc arx scut �r LEGEND EEE= APPROX. FINISH FLOOR ELEV. BPE= BEARING PAD ELEI! 10 LOT NUMBER DAYLIGHT LINE —420— FINISHED GRADE CONTOUR — RD — PRIVATE SO SYSTEM STORM DRAINAGE PIPE ❑D TYPE 1 CATCH BASIN O TYPE 2 CATCH BASIN NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. R -31321 Mimi CONSULTANTS CL1424 ORE Site Planning • Civil Engineering ® G IaM IISe COreuAing •Rryect Management 75555 ]337th Awnue.SU8a10oIW"WR98033 Naiw(425)2852390 I FAX (425128s2389 www.cphconsuitants.com MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS oaw4c w¢ OVERALL SITE GRADING PLAN C3.00 N B B 8 B 18 I E/I1 i ,. YYYYY� A � CB160, TYPE 1 -L � 3.10 i STA 20+45.01,,-12.32' LT INT 21 +86.83 HADOW AVE NE 1 7 = 34 +91.20 NE 2ND LANE I ' IDSCAPEAND UTILITY TRACT 5 STA 24 +69.85, 21.52' LT / STA 20 +29.36, 20.55' LT n '' 14 ,,�� t. , ' 1Lr 6 pert ° - r . ' RD RD RD RD RD -7 RD 15 CB161A, T1PE 1 21 921E I • �' STA 20 +48.14, 33. DO R ' RIM = 49210 I IE(8"W)= 489.40 I ._0B161, TYPE 1 I I YSTA 20+44:3% 12.25 R 20 1 I 8,588 SF • I ST 20 +2790, 20.10' RT 5 FFE 92.0 - 6 7,172 SF FFE =499.7 ® , 1 STA 22 +05.45, 22.06' LT 5 1 7,056 SF CB170B, TYPE 1 1 , FFE =501.6 STA 22 +31.21, 33.01' L CB180. TYPE 1 gW,.. 3 E / I a I 'S STA 22 +05.51, 13.00 RT I 10.171, TYPE 1 \ I D RD RD Ai 8 90 7OLF F", SS SS =w w \ W� �4✓ IE =493.0 V CURB RETURN TABLE I ISTA 22 +31.21, 1 . 5 RT /1 d CB17L" T)PE 1 NO. / L 1 STA 22 +3121, 33.00 4 30.0' �3r o iLu / 2 I IEI8"W994 6.70 I ( )- 8,103 SF 1 8,103 SF gW,.. 3 E / I a I 'S STA 22 +05.51, 13.00 RT I 10.171, TYPE 1 \ I D RD RD Ai 8 90 7OLF F", SS SS =w w \ W� �4✓ IE =493.0 V CURB RETURN TABLE I ISTA 22 +31.21, 1 . 5 RT /1 d CB17L" T)PE 1 NO. RADIUS L 1 STA 22 +3121, 33.00 / 1 30.0' I $ / 2 I IEI8"W994 6.70 I ( )- 8,103 SF 1 8,103 SF I I I FFE =499.0 I FFE =496.0 I n 30.0' 46.4' v 1 RD RE -21LF 8" LCPE S =4.439 IE =498.6 I IE =498.5 58LF 14 8,998 SF FFE -501.5 e JIA Z3 +3Z.11, O.OU I END IMPROVEMENTS 9 8 l I� II I c / a 1 'e.2 , 18 I TPN #142305 -9071 1 i i I l I I I� I I� I II CURB RETURN TABLE CURB RETURN TABLE NO. RADIUS L d CL LOCATION NO. RADIUS L d LOCA77ON O 30.0' 47.9' 9126'30" PT =20 +22.40, 43.75' LT O 30.0' 46.4' 8833'04" PT =34 +79.15, 38.24' RT 412 =20 +30.91, 22.06' LT 4/2 =34 +70.10, 1752' RT PC =20 +52.39, 13.00' LT PC =34 +49.16, 9.0' RT O 30.0' 46.4' 88'3330" PT =20 +20.24, 42.25' RT ® 30.0' 479' 912656" PT =34 +4719, 9.0' LT 4/2 =20 +29.28, 21.52' RT 4/2 =34 +68.67, 18.06' LT PC =20 +50.23, 13.00' RT PC =34 +7718, 39.76' LT 0 SO 20 0 ERT. IN 20 FEET UTILITY PERMIT HORIZ IN FEET NO. U13002729 caRAllDrcozov3 cwx cawuimma Lrn a,R�,re Rexrvea. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Annrovedbv: Wye Date: 6f< -12014 1 1 CITY OF RENTON PERT, 1 21 +00.23, 13' RT 16' 2 21 +74.23, 13' RT 16' 3 NOTE.- ALL CURB DATA IS PROVIDED AT IL AT FRONT FACE OF CURB ... :::::: :.... :::: :: 23 +12.44, 13' RT 16' 5 ::: 16' 6 PW STA: 21 +76.69 16' 14 34 +06.70, 9' RT :::: :: .::: ::::::: :... :::: :: .::::: .:. AVI El: 498.33 : :. . . . 200.00': VC . . . . . . .. m �ti .. . LOW PT STA 20+26.24 :: vi w:: - - 30 -I ...... : : w LOW PT FI: 489.16 .. yam- : - - Qi >; - - C, ... . ... .. PVT STA 20 +40.-00 .. m m.. .: _ -_..: x ...n) "' ..:. .. :..:... _ -: w w _ -: -: _ +- .... . PVT EL: 488.77 :..;... Z :. .. . ..: .. ... . II 1 :. .: . . : : . . . EXISTING GRADE .. .: . L : : ROADWAY 41i zw gip FINISH GRADE ® Nv u2.779 : °h ..trnfo ROADWAY �w - -- -- - ... .. -101LF jbiu :: :G�'�wD' .. ... .. - -' -- 12 LCPE . . ^w... mm :::::: :::::WW __. . -- ',. 5= 4.27 %_ .....0 - .::: -__-- ..6.: ..- .. PE - E1 .. .._ ....... ..� -- ........ - .. .... ... _. ... =. 4 56i TYPE 1 - CB27II - ..... .... = 5 EI - -- - ; I . :: _� - ..:5 _._ _- - -- RIM= 499.30 IE(12T) 494.49 ... I ... Sc12• !IE(12 S)- 494.49 .: ..:. CB160 .. TiPE .i_L .. IE 8°W 494.49: ( ) RIM =489.23 � ._. .. _.._ ....,. ....; .......... 500 .... CB 160 TYPE 2 -48 :: :IE(72'N) 4$6.00 :: :: . RIM =486 54 - :117(1213W) - 488.00 - - IE(127JE) .482.60 ..IE(12'E) 486.00 :: :.: ... te(tz W) 482.60 IE(t2'EJ.4826D: 1 :...: ... 490 _.:. ......... ..:. ... ......:.. :..: ...... ...: _:. _. 490 ..:...:. .:...:... RI4?499.28 - ...:. . . . . 251E 12 LCPE - - IE(12'19)= 495.78 - - - ... D ... .... .... IE(8'E)=46.78 5 =0.98 .. ;. .. .. .. .. .. . .. .............. ___. ............. 480............. _ _...... RIM= 489:23 ......... ... IE(12"W) =486.24 ....... :: .. .. ...... ......: :: - . . ::::: ELEVATION AT EXIST.: GROUND ::::: .: ELEVATION AT FINISH GRADE - :: -.: :: .:::: .:::: N � In Oi: Qj CD aj Oi 0i eF.,E] �.Lp oo ro� m:Dp "�v ro� °.rn `I':v mrn �'..rn m:rn �;rn �'.rn rn;o w� m,� orn mip rn,.p vh o;o 'nh d. v',In `nln 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 0 SO 20 0 ERT. IN 20 FEET UTILITY PERMIT HORIZ IN FEET NO. U13002729 caRAllDrcozov3 cwx cawuimma Lrn a,R�,re Rexrvea. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Annrovedbv: Wye Date: 6f< -12014 1 1 CITY OF RENTON PERT, 1 21 +00.23, 13' RT 16' 2 21 +74.23, 13' RT 16' 3 22 +47.23, 13' RT NO. REVISION NOTE ALL CURB DATA IS PROVIDED AT 1L AT FRONT FACE OF CURB R- 313212 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 1 21 +00.23, 13' RT 16' 2 21 +74.23, 13' RT 16' 3 22 +47.23, 13' RT 16' 4 23 +12.44, 13' RT 16' 5 23 +13.09, 13' LT 16' 6 22 +59.38, 13' LT 16' 14 34 +06.70, 9' RT 16' MffCH -VANS, CITY OF �, N/A xoRVUm� w0 loan /loot �S � RYAN SCFIAUBLE MR RENTON Dwane PETER EVANS I Dxa ,«a, f DATUM AMa IE B. SCHROEDER, PE Planning /Building /Public Works Dept. BY DATE APPR i4t PROVED E y lO SPILL CONTROL TEE PER CDR STD. PLAN 237.00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 4O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 O PIPE INLET PR07ECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. FOOZ WIDTH PER PLAN. OTYP. CEMENT CONC. VER71CAL CURB AND GUTTER PER CDR DWG F001 6" WH17E PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLEC7ION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN INSTALLATION PER CDR SID. PLAN G012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 O20 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SO) SHALL BE 12- LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. J. ALL CATCH BASIN LOCA71ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED 07HERWISE. 5. PAVEMENT RESTORA77ON PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. Ti GT F m�mL j v j v .Rpwlpl..M4E �I��� ■t�7� "I t'� CP H ' CONSULTANTS Site Planning • Civil Engnleering CALL BEFORE land Use Consulting • Project Management YOU4.5 7337thAwnugeu Yell ailltl"WA98M 7$ 00424.5555 RM(42R)29623901 FA11425Y285238D www.cDheonsultants.com DaE MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS nY£ ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 C D I2- Emil > ,F �D 1 m rn � a ZO °md m I a IL W 0 0 J_ LL U) z Q U W w 'om Y 0- CIE: n- roll >0 W J TYPE 490 470 460 450 430 NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. �F -472 -� II 7, SF \ \ \ I i 7.8366 SF 8,064 SF� �� ll I FFE 4J2.2 V A 10 I I FFE =482.4 I FFE =487.0 I� 7,775 v I A SF ', I -470V I C81M 1)Y E 1 2 I A FFE- I 1 CB121,TYPE 1 v I i \ I STA 30 +29.129, 29.50' LT \ -477 I I STA 31 +88.87, 8.25' LT / I I RIM -4 80 V V 1 r I I CB121A,TYPE,1 1 l I TIP, 4- r IE(8S) =469 00 STA 31 +30.74, 12.50' LT I 21 r 1 22 I I \ STA 31 +88.07, 2 . ' LT lr I I 21LF" LPE \ \ I 1 \ S=O. 0% 1 66LF 10 I I \ I I RIM = 482.20 y CB114 T1PI i j r B \ I 1 IE(8 S)= 479.50 i\ T I I ; / STA 3 +3 .01, 8.25' LT I IE =474.3 1 .10 V I v v A I 21LF 8" LCPE I 1 5 1 tR - nq - \RD - R IRD I _ \\ I I S =0.50% I \\ 1 STA 0 +61.49, 1250 LT I I 1 STA 31 +91.59, 1 .5 ' IT A�� r v 1 22 O h \ C NE ; I -vR� 1 P \ 1 \ !-� . I:\I TTP. i \ - t 4 41 RT 3G 0 fib• 1 SS SS \ _I d R4180.5' 3 11 25.45' RTI (n LLJ t 16 68.32, -9'_RT I4j STA 33'1 :V 8 17 R �\ ���\� `STA,3J2+J4.88,�i RT• Q PIZ CL _ Q N'3 1: I Ix TA:y5,, 16.24�RT ��\ \TA 31+b8.40\ 18 T 22 \ -- ---- __ATRACTA- i II a I I -- - $T9R�r2S4� SEE C3.04 SEE C3.20 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 9 32 +06.92, 9' LT 16' 10 31 +45.34, 9' LT 16' 11 30 +78.32, 9' LT 16' POND ACCESS 30 +77.38, 9' RT 20' CURB RETURN TABLE NO. RADIUS L d TL LOCA77ON O 30.0' 479' 9123'28" PT =30 +28.47, 39.73' RT 4/2 =30 +36.99, 18.05' RT PC =30 +58.46, 9.0' RT 0 10 20 „.. IOW PT STA:: 30 +30.27:: „- ::: .... Approved by: VERT. ' " FEET ...... UTILITY PERMIT ......:.... Date:_ LOW PT EL: 471.27',.. NO. U13002729 ......... Date:_ .. ........, ..,_ Aoorovedbv: .. .: PVI STA :..:..30 +45.00 :..:.. :... - .._. .:... - N0. - (� .500 _....... APPR I - APPROVFD _._.. PW EL: 470.87 _ _._. O ...: :: 50.00' VC - W .. +.< +c�i .......:. :: .. _.; _ _ .._.. FINISH. GRADE ® : . .. 490 -+ 6i OiW ROADWAY q .....:...:... ... . EXISTING GRADE - .. -: .... ..... o�^ �mm :: ww ®ROADWAY¢:: : :: +�^ ova_-- T9 -..- •. - .�. 480 .....all �ZJ �Zw QJ __- -- ....- 34LF 12' LCPE ..... .... 5 -0.459 ...151 LF. 12" LCPE _ ----- -- .:::: : 200:= _ �T09 %:- _ 08120 TYPE 1 -L ....:...: .:�' ... _._ _ _�. :_ ,_S RIM = 481.57 _.� ....:... W..... 470 _ �. _ _ - ' IE(12"W)= 478.25 w - IE(12WE)= 478.25 C912 TYPE - -- - - -C8S10 TYPE 1 -L - rn - IE(127SW1=478.60 - - RIM 471.10 QE 8 )z=479.39 _.: :.. v IE(12'E)= 467.58 _., .. .. : .. _... 480 - .460 IE(12'N)= 46758... :.. ....: -¢ IE(1213)= 467.58 : 25LF 12" LCPE .... ........ 470 3 LF 12" LCPE n ... :. .. - 470.: - -- 450 0 RIM- 471.12 440 460..: :IE(12'S)I 467.73 ... IE(8 "N)- 468;89 ELEVA77ON AT EXIST. GROUND - - - - - - - - ELEVA77ON AT FINISH: GRADE 430 ELM ^'M o:r? N',.h N -:�2 30 +00 30 +40 30 +80 31 +20 31 +60 32 +00 32 +40 0 10 20 „.. CITY OF RENTON „- . MRCH AN -. PL- EV Approved by: Date: VERT. ' " FEET O 20 0 UTILITY PERMIT Approved by: Date:_ HORIZ INFEEr NO. U13002729 Approved by: Date:_ OWffWo20130RNCawuaem ; t AaRWISRSaervM. Aoorovedbv: Wes- Date: NOTE: ALL CURB DATA IS PROVIDED AT FL AT FRONT FACE OF CURB R -3132 O SPILL CONTROL TEE PER CDR STD. PLAN 237.00 OSAWCUT REMOVE AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR DWG F001 6" WHITE PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLEC77ON PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSOOT STD. DET. G F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA77ONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC77ON 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR 15 STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN 8 INSTALLA7ION PER CDR STD. PLAN G012 79 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR SID. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12- LCPE UNLESS N07ED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCA77ONS REFERENCED TO CENTER OF STRUCTURE GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER COR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. KEYMAP CP H 13 CONSULTANTS Site Planning • L1nl Engneefing CALL BEFORE land Ilse CUSalfing• Projed Management YOUO10 73371AAwfue ,SuitelDDltWItlaMK'A98033 7$00- 424.5553 r (425) 28523901 FAX (425) a8&zae7 www.cDhconsultants.com MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°DB001` twa: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02 rz! -­2'�7'a:)_ ( 3 a ` °o z O m C D „.. .,..i .- „- . MRCH AN -. PL- EV N/A u . NM w �^ t�°�Por DATUM e. ,} CITY OF .� RENTON Planning /Building /Public Works Dept. RYAN - CHAUSLE � PETER EVANS , �,Rr � "E1°II AMIE B. SCHROEDER, PE _„y, A.RUSnue F NOT atc aaat scut AC0p1p" N0. REVISION BY DATE APPR I - APPROVFD O SPILL CONTROL TEE PER CDR STD. PLAN 237.00 OSAWCUT REMOVE AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTIP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR DWG F001 6" WHITE PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLEC77ON PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSOOT STD. DET. G F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA77ONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC77ON 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR SID. PLAN G013 14 W/ STOP SIGN ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR 15 STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN 8 INSTALLA7ION PER CDR STD. PLAN G012 79 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR SID. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12- LCPE UNLESS N07ED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCA77ONS REFERENCED TO CENTER OF STRUCTURE GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER COR SID. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. KEYMAP CP H 13 CONSULTANTS Site Planning • L1nl Engneefing CALL BEFORE land Ilse CUSalfing• Projed Management YOUO10 73371AAwfue ,SuitelDDltWItlaMK'A98033 7$00- 424.5553 r (425) 28523901 FAX (425) a8&zae7 www.cDhconsultants.com MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°DB001` twa: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.02 rz! -­2'�7'a:)_ ( 3 a ` °o z O m C D R B I B 18 8 18 Fit II NE 1/4, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. SEE C3.01 FFE =501.6 \ m \ 5 \ V 1 1 1 1 1 1 \ 7056 Sr ,. \ I - I \ 1 v _ \� 8,08 SF 1 I v 8,008 SF I l j \\ \�V C8170, 7YPE 1 \ \ FFE =4870 I I FFE =491.4 j 1 1 \ \STA 22 +31.21, 12.25 LT, I I v I v v II A STA 33 +78.00, YZ50' LT 22 STA 32 +59. I7 11.50',LT 22 7,172 SF \\ 98LF I A 1 II I B I rvuT 1Aa of 9n uc 0un 1 eur i \ \ IE 1{188.4 STA 33+10.75, 12.51 d1 I C3101 k I I 22 RD RD_ R __ \ / IN a • � S 1 .f d ° ° / I � \ I I I I I I \ I STA 32 +45.27, 9' RT \ I \ PT \ I I\ .12 II V 8,460 SF V I \ IH JYTYG.YO, ILAV LI . W W- 8,098 SF FFE =501.5 C6171, TYPE 7 v STA 22 +31.21, 1 `2\5' RT 8,703 SF ' FFE =499.0 ° 8 TYP. 13 18,139 SF I I \ \ s 13 I \ 8,286 86 SF \ N FFE =492.2 11 � \FFE =495.0 � \ SEE C3.01 0 10 20 LOT STATION, OFFSET z Q Q Approved by: 8 VERT. IN FEET 15 LLJ 33 +03.70, 9' RT w of a Y cc v W 16' HORIZ IN FEET NO. U 13002729 Approved by: Date: y con.�rcozova cRR miswmms. uc. aiR�aRSenea. Anorovedbv: W, ,, // �--/ Phi Date: 6i`S t]o(t{ NO. REVISION O a CNN ci 11.1 J Q Z � Q Q � NE 1/4, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. SEE C3.01 FFE =501.6 \ m \ 5 \ V 1 1 1 1 1 1 \ 7056 Sr ,. \ I - I \ 1 v _ \� 8,08 SF 1 I v 8,008 SF I l j \\ \�V C8170, 7YPE 1 \ \ FFE =4870 I I FFE =491.4 j 1 1 \ \STA 22 +31.21, 12.25 LT, I I v I v v II A STA 33 +78.00, YZ50' LT 22 STA 32 +59. I7 11.50',LT 22 7,172 SF \\ 98LF I A 1 II I B I rvuT 1Aa of 9n uc 0un 1 eur i \ \ IE 1{188.4 STA 33+10.75, 12.51 d1 I C3101 k I I 22 RD RD_ R __ \ / IN a • � S 1 .f d ° ° / I � \ I I I I I I \ I STA 32 +45.27, 9' RT \ I \ PT \ I I\ .12 II V 8,460 SF V I \ IH JYTYG.YO, ILAV LI . W W- 8,098 SF FFE =501.5 C6171, TYPE 7 v STA 22 +31.21, 1 `2\5' RT 8,703 SF ' FFE =499.0 ° 8 TYP. 13 18,139 SF I I \ \ s 13 I \ 8,286 86 SF \ N FFE =492.2 11 � \FFE =495.0 � \ SEE C3.01 0 10 20 LOT STATION, OFFSET CITY OF RENTON 1 CITY OF RENTON PEM 7 33 +3715, 9' LT Approved by: 8 VERT. IN FEET 16' 12 33 +03.70, 9' RT O 20 UTILITY PERMIT Approved by: 16' HORIZ IN FEET NO. U 13002729 Approved by: Date: con.�rcozova cRR miswmms. uc. aiR�aRSenea. Anorovedbv: W, ,, // �--/ Phi Date: 6i`S t]o(t{ NO. REVISION t� \ 2 \ 8,103 SF \ FFE =496.0 520 500 490 m 470 R- 373214 DRIVEWAY TABLE LOT STATION, OFFSET W107H 7 33 +3715, 9' LT 16' 8 32 +74.68, 9' LT 16' 12 33 +03.70, 9' RT 16' 13 33 +74.70, 9' RT 16' 14 34 +06.70, 9' RT 16' ��� MRCH EVANS, PLS N/A Rpa�D ; „�, e, CITY OF EVANS RYAN SCHAUBLE P R RENTON ErE DATUM tl Planning /Building /Public Works Dept. JAMIE aFUU IE B. SCHROEDER, Sac � PE r lac Die erh BY DATE APPR �PPRdhpPPROVED s,uc.�o�.,a. 1O SPILL CONTROL TEE PER CDR STD. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTEC7ION PER DETAIL ON SHEET C3.102 4O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT W17H CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VER77CAL CURB AND GUTTER PER CDR DWG F001 6" WHITE PVC (UNLESS N07ED 07HERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. 0 F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCA7ONS AND WIDTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTON 13 BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR STANDARDS i6 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN 0 INSTALLATION PER CDR STD. PLAN 0012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR S7D. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 "NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE WA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS N07ED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. KEYMAP CP H CONSULTANTS Site Planning • Civil Engineering CALL BEFORE Land Use Consulting " Project Management YOU DIG 7WMAmxp,SMSenlBNd3nd WA9M 7$004245555 Phu 025)28523991Fa(426)2852399 WWW.COhconsu11dntsxo 1 DM MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS - awww xm ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.03 mme 3 B B B B w zz U w 'o a NE 114, NW 114, SEC.14, TWP.23N., RGE. SE., W.M. o SEE C3.04 — I I P - - - - -- — — 1 1 I I i - �-- --- W - -- - 464- - - -- I I I V I I I OMBINED DETENTION /WETPOND II II\ �-- -- -- - -- -- a l l rn 60 �� x I _- I I --t- __ i i \ If V I I I II 3 x l ti -- - -T-- - - - _T —;�' I ( I I I I I TRACT A � -- ---- - - -e -- ------ STORMQRAINAGE_ ! I I MINI I 11 1 \ -- se4� - -- ,os2 -- sEE_C3.22 _ -- - -'�� y I CB305, TYPE i-L `7D.-I, I XI3\ \\ - -a - \ \ \ - -- - -- I � STA 0 +30.11, 11.80' GRAVEL \ �� -- 465.6__ -- __ 3.10 "/ i'/ I M it - - --MAI(OFNANG€AGCESS --_ =�\ _ _ ' �G'� I LLI Q CB300, TYPE 1 -L ltn I 2 _� 28' ,_ i x W W STA 0 +28.88, 13.83' LT �Ix`�— - - -- 9`PIiE-� _ �i / }� -- j -L\ Y I' SPLIT RAIL FENCE 70 -- - - -- I �r 0 - - - - -- SS ?i 6 10 +00 �I ;}s r �5 7� 2 TIP. '. 5 , .. W 7 7 L 4dr Y 3 V% O , A 2 BEGIN. IMPROVEME TS \.: W W �¢ jo 12 VM CONSTRUCTION INT 10 +7 152 NE 2ND STREET S r G G S —\ GAS _ _ - - \ l / I. N! w W 0 +0 .DO ROSARIO VE NE OF OP/ © - -� C 2 19 CB130, TYPE 1 - - - - - - - - - - - STA 11 +1242, 1 .5 'tT �� - BT B? - 0 10 20 VERT. IN FEET 0 20 40 HORIZ IN FEET DRIVEWAY TABLE LOT STATION, OFFSET WIDTH STORM 11 +50.86, 13.0' LT 15' TRACT 46.8' 88'3330" CURB RETURN TABLE NO. RADIUS L d EL LOCATION O 30.0' 46.8' 88'3330" PT =STA 0 +42.01, 10.00' RT 412 =STA 0 +21.06, 18.52' RT PC =0 +12.06, 37.47' RT NOTE: ALL CURB DATA IS PROVIDED AT FL AT FRONT FACE OF CURB 500 .. ..... . .... ... ! ....... - - .. .. . . : .. ..................... . . . . . s¢ ... . ...Nn F FINISH GRADE to 480 :: : :: .:: :h a a.. .. ..... : : : R ROADWAY ¢ .. . .. o00 E EXISTING GRADE _ :: n � � of R ROADWAY _..: : 470 ::::: - - - : :: I—:'' - _ - 193LF 2" LCPE - - --- - - ( (n ............ ..... . .._ _... _.. z n n w _ - - - -- . .... ....... _. _ 10 +40 10 +80 11 +20 11 +60 12 +00 12 +40 12 +80 CITY OF RENTON 1 1 CITY OF RENTON PERMIT SUBMITTAL JBS 15/30/14 JIBS Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: O� Date: acwi0W0201a� All R*ft5 Annroved bv: w % Date: b NO. REVISION BY I DATE APPR PLS PETER EVANS N/A aa[ F4T1 AT ML NME F Iqf dE nql scVC A:mnu.m.. won¢a� vi wn °s'ei�ioo, DATUM 500 m 470 460 450 440 V SPILL CONTROL TEE PER CDR STD. PLAN 23Z 00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT,• MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR DWG F001 6" W'HI7E PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR 0 STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN INSTALLATION PER CDR STD. PLAN 0012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS MLL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. KEYMAP C `, CP1H R=3732 16 Il CONSULTANTS Il Site Harming • Civil FngneeOg CAYOU DIGRE and McWrisultlng- Project MenageTnent YOU4.5 7337MAw.wx,5uee 10018814AWA9W33 7$00.4245555 Frooe: (425) 27323901 FA12(425) 2852389 wwW. c0 hcons ulta n ts. c 0 m CITY OF MAPLEWOOD PARK EAST 5/30/14 RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°aB001f owne o Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05 �� PZ - 3-� -P-� --�- /h IAHNINININ CITY OF RENTON 1 1 CITY OF RENTON PERMIT SUBMITTAL JBS 15/30/14 JIBS Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: O� Date: acwi0W0201a� All R*ft5 Annroved bv: w % Date: b NO. REVISION BY I DATE APPR PLS PETER EVANS N/A aa[ F4T1 AT ML NME F Iqf dE nql scVC A:mnu.m.. won¢a� vi wn °s'ei�ioo, DATUM 500 m 470 460 450 440 V SPILL CONTROL TEE PER CDR STD. PLAN 23Z 00 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT,• MIN. PAVEMENT SECTION TO MATCH EXIST. O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. H031 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR DWG F001 6" W'HI7E PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR 0 STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN INSTALLATION PER CDR STD. PLAN 0012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 'NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012 NOTES: 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCATIONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W /RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS MLL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. KEYMAP C `, CP1H R=3732 16 Il CONSULTANTS Il Site Harming • Civil FngneeOg CAYOU DIGRE and McWrisultlng- Project MenageTnent YOU4.5 7337MAw.wx,5uee 10018814AWA9W33 7$00.4245555 Frooe: (425) 27323901 FA12(425) 2852389 wwW. c0 hcons ulta n ts. c 0 m CITY OF MAPLEWOOD PARK EAST 5/30/14 RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°aB001f owne o Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.05 �� PZ - 3-� -P-� --�- /h IAHNINININ LLI 0 0 J LL a � z Q U W W 'o0 Y a O W J a_ I � \ I j \\ .12 \ I \ 8,460 SF \ \ I 9D \ I 1 \ I \ I I \ I I \ j I CB140A, TYPE 1 \ \ I \ O STA 13 +05.35, 35.00' LT j \ RIM = 481.00 \ V I \ IE(8 S)= 477.00 \ \ I IE= WI I\ 23LF 8" LCPE \V \ — _ ----� 9PUT - ' —�— 13 v v 14 \ 81139 SF \ \ 8,286 SF V AI A \ LANDSCAPEAN6 UT114TYTRACT \ 489�q 3,193 SF \-./E =491.0 \ CB160, TYPE 1- - _ \ STA 20 +45.01, NE 1/4, NW \ I � \ I � I \ I \ I 1 ° 1 1 I: I I I 1 I 1 .32' LT SEC.14, TWP.23N., RGE. 5E., W.M. R=3732 I SEE C3.01 7 > \ i I i Zo 3 rvv \V ;AI( 4„ 8.588 SF \\ �\ \\\ \•� /I xti CB161, TYPE 1 \ \ 1 l \ \ \ STA 20 +44.37, 12.25' RT II I I \ I \ — ° —E_ `�_- -_ /- i \ 15 1 CB200, TYPE 1 �� II Ili 5' AC PATH �— _ — - -- �� - -___�_ — _ T I STA, 16 +84.54, 12.26LT �J i \ M �� — CB210, TYPE 1 STA 16 +99.70, 20.891 LT CONN. TO EXIST. 12" D EXIST/ 12" CUL T TO REMAIN Q -. -.STA 134-05.70, 12.22'.LT - \ ., — — W W \ W aJ \. Nr ST 15 +20.13, 14.79' LT \ N \ CB -' __'r c \ , i ` .STA 17 +05.75, 1.00' L W V W. —w STt 15 +91.80, 1�5' LT ND- IMPROVEMEN -T \ —BT T T FKA P A._. W -W \ ROW BT �_ BT _ _ BT BT T _ s— _ — = 7 _ - �.6i :: T BT —_ LIT- BT BT <— o a0 Oe INT 15 +49.87 NE 2ND STREET — — \B� TT — �T — BID —�-� —_ BT BT ! FOUND %' REBAR & CAP 7 = 20 +08.29 SHADOW AVE NE v1�I }$5 8, 3.00'TT )F \ a0 L. S. #17663 Oe \ I B 9 AND CURB, SIDEWALK — - 2.4' NORTH OF , / (b op 5 RIGHT-OF-WAY 5 5 \ n I FOUND Vo REBAR & CAP FOUND /a" REBAR &CAP 20' NORTH OF 16TH SPLIT FOUND / "REBAR &CAP 7 " U SPILL CONTROL TEE PER CDR STD. PLAN 23700 2 SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, • MIN. PAVEMENT SECTION TO MATCH EXIST. O3 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.102 O APPROX. LIMIT OF GRADING OTYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 6O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.102 OROADWAY SURVEY MONUMENT WITH CASE PER CDR STD. PLAN NO. HO31 OCEMENT CONC. SIDEWALK PER CDR STD. PLAN NO. F007. WIDTH PER PLAN. OTYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER CDR DWG F001 6" WHITE PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 10 COLLECTION PIPE PER CDR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 TYPE 2 PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15 -02 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER CDR STD. PLAN F004 -4. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH O13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER CDR STD. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER CDR STD. PLAN G013 14 W/ STOP SIGN 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ PURVEYOR STANDARDS 16 FIXED WOODEN BOLLARD PER CDR STD. PLAN H022 17 REMOVABLE WOODEN BOLLARD PER CDR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4 -D. SIGN INSTALLATION PER CDR STD. PLAN G012 19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT 0 DETAIL ON SHEET C3.102 020 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER CDR STD. PLAN 204.30 21 SOLID LOCKING LID PER CDR STD. PLANS 22 NO PARKING ANYTIME" SIGN INSTALLED PER CDR STD. PLAN G012 480 ........................... 470 ... - _- _- _........... 460 KEYMA_ 450 ti ya H w 440 PSS! CP H ' CONSULTANTS Site Poanning • Civil Fngit4ering CALL BEFORE Land Use Om Ong Rojed Manag% M YOU 445 7337th AVemw, aaae 1001 291 AWA 91033 7- 8004243555 mare(42)22&x390 l FAX(425)2852389 www.cphconsultants.com ouc MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°paaa" owwws ra ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.06 C 'D, -r2- r�;-? 3 a 17 1A1- y r ° O Imo C D y � w4w l` NOTES: 1. ALL DRAIN PIPES (SO) SHALL BE 12 "LCPE UNLESS NOTED 510 OTHERISE ON PLANS OR PROJECT DETAILS. 2. CONNEC7ION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION. 3. ALL CATCH BASIN LOCA7IONS REFERENCED TO CENTER OF STRUCTURE GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 500 4. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W/RECTANGULAR METAL FRAME AND VANED GRATE PER CDR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. 5. PAVEMENT RESTORATION PER CITY OF RENTON STANDARDS WILL BE APPLICABLE. 6. STREET NAME SIGNS PER CITY OF RENTON STANDARDS MUST 490 BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 480 ........................... 470 ... - _- _- _........... 460 KEYMA_ 450 ti ya H w 440 PSS! CP H ' CONSULTANTS Site Poanning • Civil Fngit4ering CALL BEFORE Land Use Om Ong Rojed Manag% M YOU 445 7337th AVemw, aaae 1001 291 AWA 91033 7- 8004243555 mare(42)22&x390 l FAX(425)2852389 www.cphconsultants.com ouc MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS f°paaa" owwws ra ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.06 C 'D, -r2- r�;-? 3 a 17 1A1- y r ° O Imo C D y � w4w l` w 0 O U w J_ LL z Q U w w & Y a �^ [L 0 O w J 0 10° X 3' 0° (TYPE IL) 2' -6° (TYPE 1) TYPE .1 and TYPE 1L (OPEN CURB FACE) STANDARD OR VANED FRAME AND GRATE STANDARD OR VANED FRAME 3'0- (TYPE 1L) AND GRATE 2' -6" (TYPE 1) 0 9' STANDARD OR VANED - - -r -- M W I W 1- N I I I I 20" GRATE 0 TYPE 1 and TYPE 1L CB TYPE 2 X Y I.D. 1 1 48" 5*37"36- I 1 O Li 54" N 70" 9" i 7 15" 96" 72" W / ! STANDARD OR VANED FRAME 3'0- (TYPE 1L) AND GRATE 2' -6" (TYPE 1) 0 9' STANDARD OR VANED - - -r -- M W I W 1- N I I I I 20" GRATE 0 TYPE 1 and TYPE 1L CB TYPE 2 X Y I.D. O.D. 48" 5*37"36- 54" 63" 54" 6 70" 9" 60" 7 15" 96" 72" 8 96" 11 TYPE 2 r"111— FRAME AND GRATE I I p I N � I I I NOIES•' 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE IL STRUCTURES ONLY 2. NORTHING AND EASTING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES CENTER OF STRUCTURE FOR ALL DRAINAGE FAC/UTIES UNLESS OTHERWISE NOTED ON PLANS 3. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS STRUCTURE PLACEMENT DETAIL NOT TO SCALE CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: p�� Date: ca„ nWaozo>_ acrll�urcm�lculw4ax ,sa�a.Annrovedbv: Iv/ Date: i / I I 1 1 \ \ \ \ dle NO. 10" NE 114, NW 114, 24" DIAM FRAME ;RATE REVERSE TYPE 2 (SEE NOTE 3) \ \ 11 r r r STANDARD OR VANED FRAME AND GRATE \ 1 1 Id J N r I CB TYPE 2 Z I.D. O.D. 48" 56" 2" 54" 63" 5.5" 60" 70" 9" 72" 84" 15" 96" 112" 28° LEGEND + = CENTER OF GRATE 9 = CENTER OF STRUCTURE FOC = FACE OF CURB REVISION 0 v FINISHED SLOPE 2H: 1 V MAX. MITER PIPE END 6" MIN. –MIN. CC/�T /AA/ PLAN • QUARRY SPALLS MATERIALS PER WSDOT 9 -13.6 PIPE INLET PROTECTION NOT TO SCALE BY I DATE I APPR PETER EVANS WE 4MI B. SCHROEDE N/A e ,ar alc erx scvc acuaDx(xr z � g BEVEL PIPE END ;' 2 D PER KCRS STD. DWG MIN. N0, 2 -001 5xD 12" MIN. @C/�T/AAI GI FINISHED SLOPE 2H: IV MAX. FLOW PLAN » QUARRY SPALLS MATERIALS PER WSOOT 9 -13.6 PIPE OUTLET PROTECTION NOT TO SCALE CITY OF upmnaui run ,ass / +aa+ 1 RENTON DATUM Planning /Building /Public Works Dept. OUTFALL PIPE iPALLS4 R- 313221 CP1H CONSULTANTS Site Planning • Civil Engneeling CALL BEFORE Land Use tblsuking• Project Management YOU DIG 733 7th A, Sub 1001 Kk1dm4 WA9M 1-800-42A-5555 733 (425) 2B523901 fa 142512852389 ..c cphco ns ultants. com aae MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS maw,o xu ROADWAY GRADING AND DRAINAGE DETAILS 03.102 CD ' v2 I 1-' )R w^ a O U W J_ LL w I/—� Q V/ Z Q U W W 'o Y OP C^ a_ 0 W ^J LL Ca G w.xOJF.BIUBvmm SLUMB .TER LOTYETYP. F1 rl L° W 11 L PYVAIERWipiVN P91KSIpi]SY81FY O,,IMB. RFR RBVAlE3Tpi]£flwlt YH ]AY w.BEIWFFHC10. CFpPEAND0.0 W. SCi£ zRr. Yx. mfR 5 cIFANWi.A EVERYW', G10. RLI<'A. AATSW FT .. svAGNGPY STWJGRYCIIUXB 0.CLW.LHE FNYAIE.NXNf URlm FA9D1FM' qCK pLUNTOGOY1ECr IMO qtt SIT IN ..."WHE1 V.. NOTES: t, PIPE 1MTERNL4pLLONEp: PJC, LCPE, TRIFLE WAEL POLYETHYLENE (8 DUF NECESSARY FOR STRENGTH) 2 THE ROOF 6 FOOTING GRAIN SYSTEMS ARE PRNAMLY MNHTAIIffD 3. FLON PATTERN S]KKRD BE TO THE NEAREST CB IF GRADE ALLOW^, OR TO THE NEXT DOWNSTREAM CB. 1. ROOF BMW COLUSUO tS MOST BE PN UEG EO FOR CAPACITY, SIZED FOR 25YEAR PEAK FLOW. / TYPICAL ROOF DRAIN SM. PLAN — 225.00 .(_ �R PUBLIC WORKS COLLECTION STORM SYSTEM J DEPARTMENT CIVIL PLANS MARCH 2008 . AT yB IS BE ,uµgw r h. _f Rwew�ew r P.NER.v J eQawiesOtli.areblBl llHppfi wee BE6IRIROR lIW! DETAIL lss 1 ; mwlsa aMeT - WCL+e wtlMEUbiux {tle - meaBmEwAwmee b EPEMtla1/) NbIRTEIC A M1eme 6 BUTT orvtt I -t /2' mawKetl TRACK NN MAI LCM Mf1TEJ] • x] Rbo HITTPw 1. mimlml]m da s4'aa,Ylrl]Pez I -I /2 R aam AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE uA.I xmfary Nki GW nN'.5. i/] ea' EnA.NS/Y I ATEaEu SHALL [.ERA rREMANABILIS UP n.AHWNN.AAT- bfiM OBm, 2 ]OOVearEnacpeD q nlnl mla— file] 5naa,RalewiN wnYo 4 E MlveleauWnn IN lY UY ARE, asrpyref �rwi Iw RRIPLAl Ngnml IT WNavml o ry tY Gy<,afii�pW W]1%mlle<w e]OI SEOTION MA TR m41. tlwaw Dmeredl m.+y RwTdemr IrcFVB'O e[ws BUT DATE. 04/04 A CEMENT I -t /2' A Mf1TEJ] CLASS 's' 3 1STµ A CAPE, 1. mimlml]m da s4'aa,Ylrl]Pez I -I /2 EBtS 1.11NU5 AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE RUSHED '- aacm i/] ea' EnA.NS/Y I ATEaEu SHALL [.ERA rREMANABILIS UP rw Ro1wALS 9uu coNrau Eo >»: xmRnENTS o cuss B n /•') MA NR CLAI. 2 ]OOVearEnacpeD _ wwm THE CONCRETE zu. PALE A BRmM Rwsx Mm ALL EDas xAVOC A 2 1/2- TOOLED FINISH. ,TGo,n.aWay. peelLMx. SAem.mE CnoACRA DEALT BE nos (JOBBED PROCTER) TYPICAL SIDEWALK 3. MBIaI PBM: Can®mrxbOnt �rwi ADOPTED eutluawNeEEwn.ps NDAGW8,6zeD WEIR WwxYa �wfiamE Tmin. ImnTAIM wwxwsc Gy<,afii�pW W]1%mlle<w e]OI STANDARD PIONS Dmeredl / BUT DATE. 04/04 OTHxNMMAABn .a¢n l.BUOewmNmR. t FnmBmpIBEOV wabW dfW w: F007 SP PAGE: F007 0. ObaYIIP413 WIW M1pn IW. B. C6mDEwnepre iedaard rberatl P4N NEW C F IB C Fwrei. wada.e. 5. rtP1.Yl auux qW mnwnmaRbR WIb.1. dW:01RIeIwWIe IYVe N118dA O.D. B9Ma mmmBNpW I.D. bss )'. 6. PLV.iaea MW YY 3•X.OW 98W wT41aR batAl0a4094mo]nfRbwffi (mammon rowan sWU19) 7. InaN aeow Lesddats)a: Peassanw xo448mmun xaaw.�amm. e. Coale Beduow la4Exvpeln suucluYeLmanamwmman Ylavaam lO a1o.' aaese ntlen a1N Davl b fi1nE wM wax. PUBLIC WORKS FLOW RESTRICTOR DEPARTMENT OIL POLLUTION CONTROL TEE STD. PLAN — 237.00 MARCH 2008 CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: Date: cDVAnDRazoaBmx woMMems, tLC.mRi ®16Resx]M. ADDroved bv: Rte/ Date: NO. NW 1/4, SEC.14, TWP, BAD ERPAN5SN JOINT TYP (SEE ETD PLAN rte) CEMENT INARKE -G` N. BUT camAa) ISIMALP OR A. `A v IS M R SORTIE) B T wil By BAT HER 150 STO G MrvCw.v ENTRANCE B. NUATE HER I LNrxr RM A� ..E vc 1 SO ( PSS)� R ROn -)� D B D BEEMIN N wT B BIT ]IER IT IL`- 5m. v.u, - ) ST11S, O TT 1BTLe o 55 NAPS C. TO D�WACT) BE YO (^.v_)C5 SDrr[ EATS OrojRs ml .AT.' O CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1. 2, 3, & 4 Sheet 5 OF 6 RIF ADOPTED F/ . CItt OF BERGEN STANDARD VURS 0 LSF DATE. O</04 OniF REVISION I BY APP, q DYIG. NAME: F004 -4 SP PAGE: F004.4 i�� z -1 /z" I / 1 -1 /2T STD 90' BRACKET OR 360 ADJUSTABLE BRACKET IF SECUIRED. ot PIPE CAP 2" GALVANIZED STEEL PIPE - REVISION 42" MAX 24" MIN aw[E 3 B.. �U D B-6 T MIA CLEARANCE TREAT FACE N OF CURB. tG' ON CLEARANCE IF NO CURD. GROUND MOUNTED STREET NAME SIGNS CEMENT I -t /2' CONCRETE CLASS 's' 3 1STµ A CAPE, DWG. NAME: I -I /2 EBtS 1.11NU5 AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE RUSHED ROCK REVISION 42" MAX 24" MIN aw[E 3 B.. �U D B-6 T MIA CLEARANCE TREAT FACE N OF CURB. tG' ON CLEARANCE IF NO CURD. GROUND MOUNTED STREET NAME SIGNS ADOPTED on OF REXroN HOT AS NOW THAN ]pa' J •�pJa ND ELEAST 1STµ A CAPE, DWG. NAME: G013 SP PAGE G013 BY I DATE I APPR SE., WX PEST PETER EVANS 1 /2X4' EXPANSION MATERIAL 1 /4'R AT JOINTS 1/Y %4' EXPANSION MATERIAL OEM. CONC. CURB AND CUIIER 1/4'R AT JOINTS A SCORE LINES TO BE RADIAL VI TO CURB AND CUTTER '� ♦ �' /W 1 /2'X4" EXPANSION MATERIAL I /4-R AT JOINTS SCORE LNES B - B _.. 'W -WIUIH Or SIDEWALK 1/2$5 EXPANSION 114' /Pi. SLOPE ONLTRIAL CURB RETURN 7 1 /2-R /4-/FT SLOPE 1 /rPpVEMENi q5 PER PLANS S 1 PAVEMENT AS PER PLANS I / / STANDARD CEM. CORE PARAWY Y- STANDARD CEM, CURB AND GUTTER COLD. CURB AND GUTTER SECTION A -A SECTION B -B SEE SHEET 2.51 FOR ROADWAY DEVELOPMENT STANDARDS AANFRM NOTES AR NU BABY POINTS CHURL UP PLACED NOT TO NO DO IV CEO xW FW THAN 10 DEC . E L THEY HOT AS NOW THAN ]pa' CAMPT DONUT ABOUT ME R-ASUD At HIL COUP JURELLS AS DEREATED By ENQNEER AND BUILT EXTEND I AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE xo PBAT 1/2'A CURB RETURNS. i/] ea' EnA.NS/Y I ATEaEu SHALL [.ERA rREMANABILIS UP rw Ro1wALS 9uu coNrau Eo >»: xmRnENTS o cuss B n /•') MA NR CLAI. _ THE CONCRETE zu. PALE A BRmM Rwsx Mm ALL EDas xAVOC A 2 1/2- TOOLED FINISH. SAem.mE CnoACRA DEALT BE nos (JOBBED PROCTER) TYPICAL SIDEWALK \t ADOPTED crrc OF TERI .� STANDARD PIONS (LT BUT DATE. 04/04 DATE REDESIGN BY PEP D DWG. NAME F007 SP PAGE: F007 7 -1/2" X 7 -1 /2" PRESSURE TREATED CEDAR POST 1 12" 0 45 CHAMFER ALL EDGES- (2)#4 HORIZ. TOP 4 DOTTER k CO#A VERncAL (PER SEE) 1 /A" CHAMFER 1 CRUSHED SURFACING TYPF 'R' /- 1" 0 45' CHAMFER ALL AROUND TOP /- PAINT TOP 5" WHITE ALL AROUND /- REFLECTIVE MARKER (TYPICAL BOTH SIDES) i- 1" DEEP NOTCH ALL AROUND '1 z GALVANIZED STEEL HASP FOR LOCK 2 vfi' STEEL HINGE MELDED TO 9- 1 /A "x9 -I /4" STEEL DOOR WITH 3/4' RADIUS ON 2 OPEN CORNERS ]O° ND PLATE SPACER, 1/4" GALVANIZED REEL PLATE SPACER 1/2" DIA. a I" ANCHOR BOLT. WELDED TO SPACER ... mu'.1W JOINTY MATERIAL 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED C /UD )I CT' De FLEXION MUCHA TEXT A �D D/KA LsT D < /Da DWG. NAME: H021 SP PAGE'. H021 R- 373222 CALL BEFORE rou Dlo i- BD�Z4JrJrJ.r1 CP H CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 7337N AWT UB. Sum 1001 M rI IBnd. WA 98033 MITI 25) 28523901 PAID (425) 2852389 IF wIT. CD ITGan s u Eta D( s. DOOR USE DNR N/A �°"PoI @9 MAPLEWOOD PARK EAST s /3o /ta CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 60A0A � qE4yN � RENTON_ AT1 1 DATUM Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE DETAILS C3.103 • RO DRE KN SWE /DLgDTDIT 22 X36 A-NNN77 D b r a� TO aG zo . GO ED ED _D GAT En a -i R W 0 O 0 W J LL w � a (n z Q w W o Y CL d- 0 O W J 0_ CQ G TOP OF I SIDEWALK ■ 0 I'l SIGN AND NUMBER OF 0l IN °,t SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL 'd ® STAN ED CITY OF RENTON _® STANOARDPWNS +�C LAST DATE: OWOG1002 BP PAbH`(�IZ z aaaa MIN. N 5 w°J ai14 N/A NOTES BENZ . m = z o I �\ II "SO= CIP CSC. 1VMAx. fTYP.1 - -_ - G UCKLED '\'I / TENSION WIRE ' TENSION WIRE PULL POST 7 U Q _ @r t000' MAc - SPACED 1924• MN(. 1. All Concrete post bases Shall be TO- tlL: o w O 4"x4" � ow�PYZX. Cog. D minimum diameter. ,i _LINE oto MAx •*�LY� s Hcr arc EAlI SIDEMCOw y f° 4 w 48^ TOP OF GROUND / II OR TOP OF CONC. Ise;', :;.., MONU,LIEM- GL�TiI /L o Rings, fasten the Chain Link Fence ;2n SIDEWALK ! .5ECTICKI c f NOTE: Monument Case & Cover 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. - 2. THE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48, CLASS 40. bs THE COVER AND SEAT SMALL BE MACHINED SO AS TO HAVE PERFECT CONTACT TIE WEE AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. FPFNDING ON SI7F OF J. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT 9TRETCHER CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7. 05.3(1) FOR ADOPTED CITY OF RENTON ■ 0 I'l SIGN AND NUMBER OF 0l IN °,t SIGNS ON POST (TYP.) POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL 'd ® STAN ED CITY OF RENTON _® STANOARDPWNS +�C LAST DATE: OWOG1002 BP PAbH`(�IZ z aaaa '� 4P�7F.SC w°J ai14 N/A NOTES BENZ . . ,• ._.___ Nana SPACED I �\ II "SO= CIP CSC. 1VMAx. fTYP.1 - -_ - G UCKLED Mar X FULL DEP I-I - EXPAN510N JOINT IT, )LI AKC 402 BOLT HATTERII PER ND. C.B.U. PEDESr4L TEMPLATE. I•4' 07 "MAX. MIN. 5:0'CLEAR WIDTH! . I — I - MOUNT ON PEDESTAL r I PROVIDED Wn N.D.C. B.U. UNIT. — �LANTIAIG STRING WIDTLI 0TO VARIABLE fie" x FULL. DEFTLJ EXPAN910A1 JOINT III SIDE VIEW KM5 I. INSTALLATION OF N.D.C.'D.U. INCLUDING COHSTRUTION OF eII WILL DE POH5 EM U.5. POSTAL SERVICE, WEIrL;IORWOOD DELIVERY AIJO C0LLEC1 -IW BOX UNIT U.S.P.O. Neighborhood Delivery and Collection Box Unit GA&Ubox) installation ADOPTED CITY OF RENTON ♦ � ♦ STANDARD PLAINS EST DATE:1 -Aui Di NAME: HR -06 SP PAGE: H026 CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U13002729 Approved by: Date: cPR,IDrzo2o1G CPK conel,rcaRts. uc. NH R1®16 nasr,.wa. Approved by: Date: NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. �.,«#JCGPV.54AI7 '� 4P�7F.SC w°J ai14 N/A NOTES PULL POST . . ,• ._.___ _ SPACED I �\ II "SO= CIP CSC. 1VMAx. fTYP.1 - -_ - G UCKLED '\'I / TENSION WIRE ' TENSION WIRE PULL POST 21IY DIAM. - _ @r t000' MAc - SPACED 1924• MN(. 1. All Concrete post bases Shall be TO- tlL: POST SPACED _ Ip x (n.P I BRACE TENSION KNUCKLED SELVAGE ow�PYZX. Cog. D minimum diameter. ,i _LINE oto MAx •*�LY� s Hcr arc EAlI SIDEMCOw y f° REVISION BY TENSION WIRE '. TE �` CE POST 2. Along the top and bottom, using Hog / II `;i•i�COA1PAC eo ELEVAT /ON Ise;', :;.., MONU,LIEM- GL�TiI /L Rings, fasten the Chain Link Fence TENSION WIRE N c ! .5ECTICKI c f NOTE: Monument Case & Cover 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. - 2. THE CASTINGS SHALL BE GRAY -IRON CASTINGS, ASTN DESIGNATION A -48, CLASS 40. bs THE COVER AND SEAT SMALL BE MACHINED SO AS TO HAVE PERFECT CONTACT TIE WEE AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. J. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT 9TRETCHER CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7. 05.3(1) FOR ADOPTED CITY OF RENTON ADJUSTMENTS TO GRADE. \ iF xrANDARD PLWS ' IS'r DATE:1 -Peb86 DWG NAME: BR-04 SP PAGE: H031 END OR CORNER ERACEH POST TENSION WIRE PULL POST p ,V O TENSION WIRE J' FASRICBAND(TYPL STRETCHER BAR (TYP.) TENSION WIRE HOG RINGS RYP ) SPACED 11124- NUUI, SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND POST AND RAIL SPECIFICATIONS w°J f N/A NOTES PULL POST . ENDORCORNERIBRACEIPoST ,• ._.___ _ SPACED PULL POST - SPACED ROG RWG.S (ttP.) 1VMAx. fTYP.1 - -_ - G UCKLED - TENSION WIRE ' TENSION WIRE PULL POST 21IY DIAM. - _ @r t000' MAc - SPACED 1924• MN(. 1. All Concrete post bases Shall be TO- tlL: POST SPACED _ Ip x (n.P I BRACE TENSION KNUCKLED SELVAGE D minimum diameter. ,i _LINE oto MAx •*�LY� s Hcr arc EAlI SIDEMCOw y - PoST WIRE (TYP) REVISION BY TENSION WIRE '. TE �` CE POST 2. Along the top and bottom, using Hog / Rings, fasten the Chain Link Fence TENSION WIRE N THE WIRE ! sy. f �'2.. ` '. >� q, Fabric to the Tension Wire within the - bs TIE WEE 9TRETCHER Ilmily of the first full fabric weave. TEWIRE_ \ iF <����.� ( TEN810N YARE� BAR (NP) yy((,��l y� 3. Details are lllustYdllve and shall not FIVE.) ('P) U. .; C- STRETCHER FABRIC a4JO11YP)� �. �TE xsxwi unroll �} IlmithandidesignorPostselec- FABRIC SAM) ITYP) bh y. N TIE WIRE p �t p ?,', NOD Of aDY PaItiCU d(fenCe type. niE N_ {� FABRIC BAND ITYPt -' >TIEWIRE9ITYP_)- Z STRETCRER&W Ti (I 6PAC,Eu&IP MAX. /,,{` < CONCRETE POST BASE FT P.) STRETCHER TYPE ,, ,, or. u,.a _nti. �ewo ii., ,...iii ELM. .,✓ nn ..n renR SELVAGE �jTYPI �CHANLIN TEKNUCMLED FENCE FABRIC RIC } N'T C POST C OSr BASE (T R) FABRICBAND - SPACED 1a'MA%.� TYPE SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND POST AND RAIL SPECIFICATIONS w°J f N/A SFRRD•. Men)I0pp NxII011ML: HAD IP4a/100t DATUM PULL POST . ENDORCORNERIBRACEIPoST �� - LYtl�f TENSION ME LINE MST- SPACED SPACE 1VMAx. fTYP.1 - -_ - G UCKLED - ® ' TENSION WIRE PULL POST 21IY DIAM. _ IN toWx. YDIAM. _ , 'I/ PoST i TENSION WIRE - SELVAGE (7) a1c 4wssHDt ' °MC1C °� AMIE B. SCHROEDER, PE •*�LY� s Hcr arc EAlI SIDEMCOw y NO. REVISION BY DATE APPR APPM'FTn APPROVED TENSION WIRE N THE WIRE sy. f >` TENSION WIRE, : f7TP) bs TIE WEE 9TRETCHER $ ?: \ BAR (NP) _ ('P) ?:� .; C- STRETCHER FABRIC a4JO11YP)� FABRIC SAM) ITYP) p �t p N_ {� y `KNp I(LED SELVAGE Z f,Y 1 CONCRETE POST BASE FT P.) TYPE SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND POST AND RAIL SPECIFICATIONS w°J f N/A SFRRD•. Men)I0pp NxII011ML: HAD IP4a/100t DATUM CITY OF RENTON Planning /Building /Public Works Dept. PIPE ROU. FORMED T POST PFSYYED: RYAN SCHAUBLE J— _E 1 _ FENCE LINE_ FABRICLOCP / '2 SIDES O O NOM. SIZE IS 1040) WEIGHT SECTION Buel ENO, CORNER. OR PULL POST 21IY DIAM. OY 5.10 LINE OR SPACE POST YDIAM. 2O fse SPACED NOGRINGSHI SPACED4924-NAX. TENSION W RE ,. BRACE POST S ILLONM�t{�'. CHNN LINK FENCE FABRIC METHOD OF FASTENING STRETCHER BAR TO POST CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L- 20.70.02 SHEET OF 2$NEU$ APPROVED FOR PDeuuTION Pasco Bakotich 111 06121112 IN TYPE 'A' TYPE 'B' 1" 0 45' CHAMFER ALL AROUND TOP PAINT TOP 5" MITE ALL AROUND PRESSURE TREATED REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7 -1 /2° X ] -1 /2' CEDAR POST 1/2" 1" DEEP NOTCH ALL AROUND (2)$4 HORIZ. TOP & BOTTOM & (2)b4 VERTICAL (PER SIDE) —1/2" 0 45' CHAMFER ALL EDGES ;CRUSHED 4" CHAMFER —SLOPE CONCRETE FOR DRAINAGE — 2"x3/8" JOINT MATERIAL ASPHALT;CONCRETE SIDEWALK SURFACING 16" CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. FIXED WOODEN HOWARD ir.. ADOPTED cTrc oP RelrroN 1 1Rn PVNa LEG x � o Isr ogre: a /o4 OWG. NAME: H022 SP PAGE: R- 313223 CONSULTANTS ® CALL BEFORE Use Planning•CiviljectMnag YOU DIG Ia1M Use ConsuPong •Project Management 1. 500.424.5555 733 7NAvME5ufte10011UUYJan1,WAg8O33 Rune:(425)2 23901FAC1425)285,2389 www.cphconsultants.com DAR, MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS C3.104 23 on. A-NNNNAT D r` r a. g r D°0 + 'ZOO O NJ w cY �Piz 1 a y \ II\ V °' w°J I MRCH EVANS, PLS N/A SFRRD•. Men)I0pp NxII011ML: HAD IP4a/100t DATUM CITY OF RENTON Planning /Building /Public Works Dept. PFSYYED: RYAN SCHAUBLE PR wM PETER EVANS a1c 4wssHDt ' °MC1C °� AMIE B. SCHROEDER, PE •*�LY� s Hcr arc EAlI SIDEMCOw y NO. REVISION BY DATE APPR APPM'FTn APPROVED (2)$4 HORIZ. TOP & BOTTOM & (2)b4 VERTICAL (PER SIDE) —1/2" 0 45' CHAMFER ALL EDGES ;CRUSHED 4" CHAMFER —SLOPE CONCRETE FOR DRAINAGE — 2"x3/8" JOINT MATERIAL ASPHALT;CONCRETE SIDEWALK SURFACING 16" CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. FIXED WOODEN HOWARD ir.. ADOPTED cTrc oP RelrroN 1 1Rn PVNa LEG x � o Isr ogre: a /o4 OWG. NAME: H022 SP PAGE: R- 313223 CONSULTANTS ® CALL BEFORE Use Planning•CiviljectMnag YOU DIG Ia1M Use ConsuPong •Project Management 1. 500.424.5555 733 7NAvME5ufte10011UUYJan1,WAg8O33 Rune:(425)2 23901FAC1425)285,2389 www.cphconsultants.com DAR, MAPLEWOOD PARK EAST 5/30/14 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS C3.104 23 on. A-NNNNAT D r` r a. g r D°0 + 'ZOO O NJ w cY �Piz 1 a y \ II\