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TBLOCK PROJECT TEAM CSIT1391-501 OT CY) APPLICANT CIVIL ENGINEER M VICINITYINITY MAPP 0') C� ICAP LAKEVIEW, LLC CPH CONSULTANTS O CONTACT: JIM CHRISTENSEN CONTACT: JAMIE SCHROEDER, PE 3535 FACTORIA BLVD. SE, SUITE 500 11431 WILLOWS ROAD NE, SUITE 120 BELLEVUE, WA 98006 REDMOND, WA 98052 Q PHONE. (425) 278-9030 PHONE. (425) 285-2390 LU FAX: (425) 285-2389 SURVEYOR AXIS SURVEY & MAPPING TRAFFIC ENGINEER CONTACT: STEPHEN H PHILLIPS JR TRANSPORTATION ENGINEERS NORTHWEST 15241 NE 90TH STREET CONTACT: JEFFSCHRAMM, PE REDMOND, WA 98052 11400 SE 8TH STREET, SUITE 200 PHONE. (425) 823-5700 BELLEVUE, WA 98004 FAX: (425) 823-6700 PHONE. (425) 250-0581 GEOTECHNICAL ENGINEER LANDSCAPE ARCHITECT W EARCH SOLUTIONS, LLC GHA LANDSCAPE ARCHITECTS CONTACT: KEVEN D. HOFFMANN, EIT CONTACT: NEIL BUCHANAN 1805 136TH PL NE, SUITE 201 1417 NE 80TH STREET L U BELLEVUE, WA 98005 SEATTLE, WA 98115 �e PHONE. (425) 449-4704 PHONE. (206) 522-2334 JFAX. (425) 449-4711 Q ILLUMINATION DESIGN N TENW z CONTACT: MICHAEL READ, PE U-1 PO BOX 65254 Cn SEATTLE, WA 98155 PHONE. (206)361- 7333 DRAWING INDEX SHEET DWG DESCRIPTION 1 CO.00 COVER SHEET 2 CO.02 LEGEND, ABBREVIATIONS, AND GENERAL NOTES 3 CO.03 CITY OF RENTON STANDARD NOTES 4 CO.04 CITY OF RENTON STANDARD NOTES 5 CO.10 EXISTING CONDITIONS 6 CO.20 HORIZONTAL AND VERTICAL CONTROL PLAN 7 C1.01 ESC PLAN 8 C1.100 ESC DETAILS 9 C1.101 ESC DETAILS 10 C2.00 OVERALL STORM DRAINAGE PLAN 11 C3.00 OVERALL SITE GRADING PLAN 12 C3.01 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 13 C3.02 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 14 C3.03 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 15 C3.04 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 16 C3.05 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 17 C3.06 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 18 C3.07 STORM DRAINAGE PLAN AND PROFILE 19 C3.101 ROADWAY GRADING AND DRAINAGE DETAILS 20 C3.102 ROADWAY GRADING AND DRAINAGE DETAILS 21 C3.103 ROADWAY GRADING AND DRAINAGE DETAILS 22 C3.104 ROADWAY GRADING AND DRAINAGE DETAILS 23 C3.105 ROADWAY GRADING DRAINAGE AND DETAILS 24 C3.106 ROADWAY GRADING DRAINAGE AND DETAILS 25 C3.107 ROADWAY GRADING AND DRAINAGE DETAILS 26 C3.108 ROADWAY GRADING AND DRAINAGE DETAILS 27 C3.109 RAMP DETAILS 28 C3.110 RAMP DETAILS 29 C4.00 COMPOSITE UTILITY PLAN 30 C4.01 WATER AND SANITARY SEWER PLAN AND PROFILE 31 C4.02 WATER AND SANITARY SEWER PLAN AND PROFILE 32 C4.03 WATER AND SANITARY SEWER PLAN AND PROFILE 33 C4.04 WATER AND SANITARY SEWER PLAN AND PROFILE 34 C4.05 WATER AND SANITARY SEWER PLAN AND PROFILE 35 C4.06 WATER AND SANITARY SEWER PLAN AND PROFILE 36 C4.101 WATER AND SANITARY SEWER DETAILS 37 C4.102 WATER AND SANITARY SEWER DETAILS 38 C5.00 SIGNING AND CHANNELIZATION PLAN AND DETAILS CD 39 C5.101 SIGNING AND CHANNELIZATION DETAILS CD 40 L1.01 LANDSCAPE PLANS m 41 L1.02 LANDSCAPE PLANS 42 L1.03 LANDSCAPE PLANS -m 43 L1.04 LANDSCAPE PLANS 44 L1.05 LANDSCAPE PLANS 45 IL-01 ILLUMINATION PLANS 46 IL-02 ILLUMINATION PLANS w 47 IL-03 ILLUMINATION DETAILS q _J 48 IL-04 ILLUMINATION DETAILS /L, L, CD W 00 J / Q J Q CD Y / U U� CONSULTANTS ac" Site Planning • Civil Engineering _CU U � Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG u CD REDMOND, WA 98052 1-800-424-5555 a Phone: (425) 285-2390 1 FAX: (425) 285-2389 w�_ Nu www.cphconsuItants.com / Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. PTN. OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M. SENZA LAKEVIEW CITY OF RENTON, WASHINGTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS O N39°49'46"E 386.32' 5 1101 4 1100 Al / OPEN SPACE 6 TRACT 1107 / / / MONU 3 1106 3342700410 3342700412 I 3342700414 3342700418 OVERALL SITE PLAN RECORD DRAWINGS MARCH 22, 2019 3224059036 322405905E - - - - - i 3224059045 NORTH 40TH STREET N88°4927"W 429.69' N1 ° 141 "E 302.42' —,j 3342700534 TRACT 1 T 9 3951 3950 17 3939 T Lu T ; 3342700531 MAILBOX Q LOCATION i 10-I 2 W 3944 I 3945 16 T 3933 3342700532 UJ N 39TH CT. 3936 MAILBOX T LOCATION - 15 IT 3342700520 T 12 3927 - 3924 I I I— T .. 8 I I I 1119 I fi- 3342700519 I 13 14 I 3918 3921 - - - - I N88°45'47"W 667.3T - I - - - I I I I I 3342700515 3342700405 � N 0 50 100 PLAN IN FEET LEGAL DESCRIPTION/TITLE REPORT NOTES DATUM/BASIS OF BEARINGS PARCEL 3342700425 HELD A BEARING OF NORTH 1 °48'15" EAST THE WEST HALF OF TRACT 88, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY BETWEEN CITY OF RENTON HORIZONTAL CONTROL AUDITOR, MORE PARTICULARLY DESCRIBED AS FOLLOWS: POINT NUMBERS 1836 AND 1886. BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT, RUNNING EASTERLY ALONG THE NORTH LINE OF SAID TRACT 247 FEET TO A POINT, THENCE RUNNING SOUTHERLY AND PARALLEL TO THE EAST LINE OF SAID TRACT 107 FEET TO A POINT ON THE SOUTH LINE OF SAID TRACT; HORIZONTAL DATUM: THENCE WESTERLY ON THE SOUTH LINE 332 FEET TO THE SOUTHWEST CORNER OF SAID TRACT; THENCE NORTHERLY ALONG THE WEST LINE TO THE POINT OF BEGINNING, NAD 83191 PER CITY OF RENTON TOGETHER WITH AN EASEMENT FOR ROADWAY AND UTILITY PURPOSES OVER 20 FOOT STRIP OF LAND AS DEDICATED IN EASEMENT RECORDED UNDER RECORDING NO. 5463460, SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ORIGINATING BENCHMARK: S CITY OF RENTON MONUMENT PARCEL 3342700427 NO. 1886, AS PUBLISHED IN W� TRACTS 88 AND 89, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, NO. Z ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS AT PAGE 64, IN CITY OF RENTON SURVEY �`t KING COUNTY, WASHINGTON. CONTROL NETWORK. �� e EXCEPT THE FOLLOING DESCRIBED TRACT.• BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 88, RUNNING THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRACT 247 FEET TO A POINT; VERTICAL DATUM: NA VD 88 THENCE RUNNING SOUTHERLY AND PARALLEL TO THE EAST LINE OF SAID TRACT 107 FEET TO A POINT ON THE SOUTH LINE OF SAID TRACT, ELEVATION: 104.72' 'PF 376 THENCE WESTERLY ON THE SOUTH LINE 332 FEET TO THE SOUTHWEST CORNER OF SAID TRACT, `�c{s CT S 1 THENCE NORTHEASTERLY ALONG THE NORTHWEST LINE OF SAID TRACT TO THE POINT OF BEGINNING. ZONAL �� 1 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. " PARCEL 3342700420 THE AS -BUILT INFORMATION THE EAST 289 FEET OF TRACT 87, C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY SHOWN ON THIS PLAN IS PER AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS PARCEL 3342700415 SURVEY & MAPPING ANDIOR THE WEST HALF OF LOT 87 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY AUDITOR; RECORD INFORMATION PROVIDED SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BY THE CONTRACTOR. CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE: NAVD VERTSTEPHEN RECORD DRAWINGS MRL- 3/11/18 JBS1988 PHILLIPS PLS 1 = 50 H°Rlzo"rAL: NAD'sa3J'99' HORIZONTAL: 83/1 C TY OF DESIGNED: UR BRYCE BESSETTE RENTON DRAWN: JOE AMARO VASSiv ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JAMIE B. SCHROEDER, PE IF NOT oNE INCH N 0. REVISION �:. r� .j;' . AP P R APPROVED: SCALE ACCORDINGLY S� LAKE WASHINGTON OJECTI SI VICINITY MAP N NOT TO SCALE PROJECT DATA GENERAL PARCEL NO: 3342700415, 3342700420 3342700425, 3342700427 ADDRESS: 3907 PARK AVE N 3908 LAKE WASHINGTON BLVD N 3916 LAKE WASHINGTON BLVD N RENTON, WA ZONING: R-6 PRESENT USE. SINGLE-FAMILY RESIDENCE JURISDICTION: CITY OF RENTON SITE DEVELOPMENT TOTAL SITE AREA: 3.83 AC (166, 835 SF) DISTURBED AREA: 4.65 AC (202, 753 SF) GROSS (EXIST. AND PROPOSED) IMPERVIOUS AREA: 2.29 AC (99,807 SF) NET NEW IMPERVIOUS AREA: 2.29 AC (99,807 SF) PROPOSED # OF LOTS: 17 PERMITTED SITE DENSITY. 6 DU/AC PROPOSED SITE DENSITY. • 5.3 DU/AC ALLOWABLE LOT IMPERVIOUS AREA: 55% MIN. LOT SIZE 7,018 SF MAX. LOT SIZE 8,969 SF ROW DEDICATION 27,507 SF STORM TRACT 3,381 SF OPEN SPACE 6,488 SF SETBACKS FRONT YARD - 25' REAR YARD - 25' SIDE YARD - 5' (15' COMBINED) SIDE YARD (ALONG A STREET): 25' MAX. WALL PLATE: 30' MAX. BUILDING COVERAGE: 407. MAX. NUMBER OF STORIES.: 2 SERVICE PROVIDERS WATER AND SANITARY SEWER Cl TY OF REN TON POWER/ELECTRIC PUGET SOUND ENERGY NATURAL GAS PUGET SOUND ENERGY TELEPHONE COMCAST, CENTURY LINK � CABLE/INTERNET COMCAST CENTURY LINK SCHOOL DISTRICT RENTON #403 GARBAGE REPUBLIC SERVICES RECORD DRAWINGS R-393401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS COVER SHEET I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: N DRAWING N0: C0.00 z U I+� SHEET: OF: 1 48 /- - (f� 7 1113 TBLOCK i LU LU J Q N z LU m 75 Ou CD U m -i -m a / S Z �J 3w c� w �w CD w CD J /Q J CD Y / U U� ow Q 0" / U J� LEGEND ROADWAY CENTERLINE PROJECT BOUNDARY LINE PROPERTY BOUNDARY LINE RIGHT-OF-WAY LINE EASEMENT LINE EDGE OF PAVEMENT LINE 10' CONTOUR LINE 2' CONTOUR LINE SANITARY SEWER MAIN WATER LINE FIRE SUPPLY STORM PIPE GAS LINE FENCE LINE POWER LINE BURIED POWER LINE UTILITY EASEMENT TELEPHONE LINE BURIED TELEPHONE LINE SWALE SILT FENCE CONSTRUCTION FENCING CLEARING LIMIT SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN - TYPE I STORM DRAIN CATCH BASIN - TYPE II STORM DRAIN INLET (NO CATCH) STORM DRAIN CULVERT WATER CAP/PLUG WATER COUPLING GUARD POST REDUCER THRUST BLOCK WATER METER 2 NOZZLE FIRE HYDRANT 3 NOZZLE FIRE HYDRANT FLANGE/BOND FL JOINT MECHANICAL JOINT PUSH-ON/HUB JOINT THREAD JOINT AIR RELIEF VALVE BLOW -OFF VALVE BUTTERFLY VALVE CHECK VALVE GATE/GENERAL VALVE PLUG VALVE GAS METER GAS VALVE PAD MOUNTED TRANSFORMER POWER VAULT TRANSMISSION TOWER (SCALEABLE) UTILITY POLE POWER POLE UTILITY POLE ANCHOR TELEPHONE RISER TELEPHONE VAULT BUS STOP MAIL BOX RIP RAP ROCKERY SHRUB GENERAL SIGN REGULATORY SIGN TREE (CONIFER) TREE (DECIDUOUS) YARD LIGHT BRIDGE/TUNNEL ASPHALT PAVEMENT CONCRETE 2" GRIND AND OVERLAY C P .-I CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. EXISTING PROPOSED SS W W W F F F SD GAS GAS X OP BP T BT -x x x x x- O O • ❑ O 0 � O D ► a I� Q � II L C C C I T N NI N N � o rD a ILI -o- -El- E- 0 T BUS euS 0 O O X PTN. OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M. ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT LCPE LINED CORRUGATED POLYETHYLENE PIPE AP ANGLE POINT LF LINEAL FEET ASS'Y. ASSEMBLY LT LEFT ATB ASPHALT TREATED BASE LUI LAND USE INSPECTOR AVE AVENUE MAX. MAXIMUM BCR BEGIN CURB RETURN MFR. MANUFACTURER BDRY BOUNDARY MH MANHOLE BOC BACK OF CURB MIN. MINIMUM BOW BOTTOM OF WALL MJ MECHANICAL JOINT `2 CENTERLINE N NORTH CB CATCH BASIN NIC NOT IN CONTRACT CDF CONTROLLED DENSITY FILL O.C. ON CENTER CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE CONCRETE CONC. PE PLAIN END CONN. CONNECTION PI POINT OF INTERSECTION CONT. CONTINUOUS PL. PLACE COR CITY OF RENTON PT POINT OF TANGENCY CPP CORRUGATED POLYETHYLENE PIPE PVI POINT OF VERTICAL INTERSECTION (W/SMOOTH INTERIOR WALLS) PVMT PAVEMENT CSBC CRUSHED SURFACING BASE COURSE PUE PUBLIC UTILITY EASEMENT CSTC CRUSHED SURFACING TOP COURSE REQ'D. REQUIRED DIAM. DIAMETER RP RADIUS POINT DI DUCTILE IRON RR REDMOND RIDGE DW DRIVEWAY RRE REDMOND RIDGE EAST UPD E EAST ROW RIGHT-OF-WAY ECR END CURB RETURN RT RIGHT ELEV. ELEVATION S SOUTH EOP EDGE OF PAVEMENT SD STORM DRAIN ESC EROSION AND SEDIMENT CONTROL SP. SPACE ESD ENTERING SIGHT DISTANCE SS SANITARY SEWER ESMT. EASEMENT SSD STOPPING SIGHT DISTANCE EVA EMERGENCY VEHICLE ACCESS STA STATION EXIST. EXISTING TESC TEMPORARY EROSION AND SEDIMENT CONTROL FL FLOW LINE TOC TOP OF CURB FL. FLANGE TYP. TYPICAL FOC FACE OF CURB TB TOP BACK OF WALK HORIZ. HORIZONTAL TOW TOP OF WALL IE INVERT ELEVATION LINO UNLESS NOTED OTHERWISE IN T. INTERSECTION VERT. VERTICAL IN INVERT WSDOT WASHINGTON DEPT. OF TRANSPORTATION W/ WI TH W WEST INS WATER SERVICE CONSTRUCTION MATERIALS MATERIAL WSDOT SPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9-03.9(3) CRUSHED SURFACING BASE COURSE 9-03.9(3) ASPHALT TREATED BASE (ATB) 9-03.6 PIPE ZONE BEDDING 9-03.12(3) WASHED DRAIN ROCK 9-03.12(5) CLEAN SAND 9-03.13 QUARRY SPALLS 9-13.6 ASPHAL T CEMENT CONCRETE 9-02.1 & 9-03.8 NATIVE FILL MATERIAL AND STRUCTURAL BORROW 9-03.14(3) IMPORTED STRUCTURAL FILL MATERIAL 9-03.14(3) IMPORTED SELECT FILL MATERIAL 9-03.14(1) GEOTEXTILE OR GEOTEX FABRIC 9-33.2, TABLE 3 (MIRAFI 60OX OR EQUAL) GEO-FABRIC SILT FENCE 9-33.2, TABLE 6 (MIRAFI 10OX OR EQUAL) NON -WOVEN GEOTEXTILE OR GEOTEX FABRIC 9-33.2, TABLE 1 & 2 (MIRAFI 140N OR EQUAL) UNSUI TABLE EXCA VA TION 2-03.3(14)E, F GRAVEL BORROW 9-03.14(1) REVISED FOR 57. MAX. PASSING A US NO. 200 SIEVE RIP RAP (HEAVY) 9-11.1(1) RIP RAP (LIGHT) 9-13.1(2) RIP RAP (HAND PLACED) 9-13.2 LINED CORRUGATED POLYETHYLENE PIPE (LCPE) 9-05,1(7) PORTLAND CEMENT CONCRETE 6.02.3(2)B DUCTILE 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 COATING GENERAL PROJECT NOTES 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION 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 OTHER CONTRACT DOCUMENTS FOR THE PROJECT 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY 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 UTILITIES 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 DEMOLITION 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 SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACILITIES 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 THE DEVELOPER. 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. 7. 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 CONSTRICTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMATION 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 OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING 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. CUTTING 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 SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY 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 TESTING AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE 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 INSPECTIONS 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. ROADWAY DESIGN CRITERIA LAKE WASHINGTON BLVD (PUBLIC) WELLS AVE N (PUBLIC) ROAD CLASSIFICATION: COLLECTOR ARTERIAL ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE. N/A STOPPING SIGHT DISTANCE. N/A ENTERING SIGHT DISTANCE. N/A ENTERING SIGHT DISTANCE. N/A N 40TH STREET (PUBLIC) N 39TH CT (PUBLIC) ROAD CLASSIFICATION: COLLECTOR ARTERIAL ROAD CLASSIFICATION: RESIDENTIAL ACCESS POSTED SPEED: 25 MPH POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE. N/A STOPPING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE: N/A ENTERING SIGHT DISTANCE. N/A PARK AVENUE N (PUBLIC) ROAD CLASSIFICATION: COLLECTOR ARTERIAL POSTED SPEED: 25 MPH DESIGN SPEED: 25 MPH STOPPING SIGHT DISTANCE. N/A ENTERING SIGHT DISTANCE. N/A THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL ENGINEERING GROUP AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. LISTS 1 G 10NAL � 1 R-393402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS I SURVEYED: STEPHEN PHILLIPS PL`_ SCALE HORIZONTAL* FAR 1198 /1991 DATUM c ❑ T OF RENTON VASS' Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS LEGEND, ABBREVIATIONS, AND GENERAL NOTES DAZE: 5/1 /18 RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE PACE: °GK PAGE: DRAWN. JOE AMARO ONE INCH DRAWING NO: CO.02 CHECKED: MIE SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION �:. I" I�B. .j;' . AP P R �VPIRGIE1) SHEET: OF: 2 48 TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. rn co 0 w I- U-1 Lii a J Q N z LU m 75 GO CD CD U / m -i -m a / S Z �J 3W CD LJ 00 J / Q J o Y / U U� o, on Q o� / (U U� 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 CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING 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. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE 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 EXISTING 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 SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 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 EDITION 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. CP "'i CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht C 2019 CPH Consultants, LLC. All Rights Reserved. CITY OF RENTON HEX CONDITIONS THE PROPOSED PLAT OF SENZA LAKEVIEW, AS REVISED AND RECEIVED ON JULY 4, 2016, IS GRANTED PRELIMINARY APPROVAL, SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL. 1. ALL PROPOSED STREET NAMES SHALL BE APPROVED BY THE CITY. 2. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). 3. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. 4. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT OF PUBLIC WORKS. 5. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY APPLICANT AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE APPLICANT SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE APPLICANT AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 6. IF IT HASN'T DONE SO ALREADY, THE APPLICANT SHALL DEMONSTRATE TO THE SATISFACTION OF STAFF THAT IT IS NOT PRACTICAL TO HAVE RIGHT ANGLED LOT LINES WITH STREET LINES AS REQUIRED BY RMC 4-7-170(A). IN THE ALTERNATIVE THE APPLICANT MAY APPLY FOR ANY MODIFICATIONS OR WAIVERS TO RMC 4-7-170(A) AUTHORIZED CODE. 7. IF IT HASN'T DONE SO ALREADY, THE APPLICANT SHALL DEMONSTRATE TO THE SATISFACTION OF THE STAFF THAT ALLEY ACCESS FOR THE PROPOSED LOTS IS NOT FEASIBLE AS REQUIRED BY RMC 4-7-150(E)(5). IN THE ALTERNATIVE THE APPLICANT MAY APPLY FOR ANY MODIFICATIONS OR WAIVERS TO RMC 4-7-150(E)(5) AUTHORIZED BY CODE. 8. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE - MITIGATED, DATED MAY 6, 2016. 9. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE MINIMUM LOT DIMENSIONAL STANDARDS OF THE RESIDENTIAL-6 ZONE PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. A NOTE ON THE FACE OF THE FINAL PLAT SHALL BE RECORDED IF LOT DIMENSION AVERAGING IS UTILIZED. 10. THE APPLICANT SHALL RECORD A NOTE ON THE FACE OF THE FINAL PLAT IF SETBACK AVERAGING IS UTILIZED. 11. THE APPLICANT SHALL CREATE A DUAL OPEN SPACE AND TREE PROTECTION TRACT AT THE SOUTHWEST CORNER OF THE PLAT TO RETAIN THE WESTERN RED CEDAR IN PERPETUITY. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE PLAT MAP. 12. THE APPLICANT SHALL REMOVE ANY INVASIVE SPECIES AND REPLANT WITH NATIVE DROUGHT TOLERANT LANDSCAPING (TREES, SHRUBS AND GROUNDCOVER) WITHIN THE OPEN SPACE TRACT. 13. THE APPLICANT SHALL COVER THE VAULT TRACT WITH LANDSCAPING. A FINAL DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 14. THE APPLICANT SHALL PROVIDE A PERMANENT SIX FOOT (6) TALL FENCE ALONG THE SOUTH BORDER OF THE OPEN SPACE TRACT AND LOT 6 TO PREVENT DIRECT ACCESS TO THE EASTHAVEN SHORT PLAT PRIVATE DRIVEWAY. THE FENCING DETAIL AND LOCATION SHALL BE IDENTIFIED ON THE FINAL LANDSCAPING PLAN. 15. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE MAXIMUM RETAINING WALL HEIGHT STANDARDS. A FINAL DETAILED GRADING PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. ALTERNATIVELY, THE APPLICANT MAY SUBMIT A FORMAL REQUEST FOR MODIFICATION TO STAFF FOR CONSIDERATION TO DEVIATE FROM THE RETAINING WALL HEIGHT STANDARDS OF THE CODE. 16. THE APPLICANT SHALL PROVIDE A PATHWAY TO CONNECT THE COMMON OPEN SPACE TRACT TO THE DEVELOPMENT. THE PATHWAY SHALL BE A MINIMUM THREE FEET (3) IN WIDTH AND MADE OF PAVED ASPHALT, CONCRETE, OR POROUS MATERIAL SUCH AS POROUS PAVING STONES, CRUSHED GRAVEL WITH SOIL STABILIZERS, OR PAVING BLOCKS WITH PLANTED JOINTS. IN ADDITION, ONE EASILY ACCESSIBLE AMENITY, SUCH AS A PARK BENCH (NO STRUCTURES), SHALL BE PROVIDED WITHIN THE OPEN SPACE AREA. THE DETAILS OF THE AMENITY SHALL BE IDENTIFIED ON THE FINAL LANDSCAPING PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 17. THE APPLICANT INSTALL A TEMPORARY SIGN FROM GRADING AND UTILITY CONSTRUCTION PERMIT THROUGH BUILDING PERMIT OCCUPANCY THAT DISCOURAGES UNNECESSARY OR UNWARRANTED TRIPS ONTO THE PRIVATE DRIVE, SERVING 3818, 3824, 3830, AND 3836 LAKE WASHINGTON BLVD N. THE DETAILS OF THE SIGN AND LOCATION MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON PROJECT MANAGER PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT. 18. AS DISCUSSED IN FINDING OF FACT NO. 5(A) OF THIS DECISION, THE APPLICANT SHALL ORIENT THE FRONT FACADES OF LOTS 3-6, TO LAKE WASHINGTON BLVD N OR ROAD B. THE APPLICANT SHALL CHOOSE WHICH STREET OF THE TWO STREETS IS SUBJECT TO THIS CONDITION. AS REQUIRED BY RMC 4-2-115(E)(3), THE FRONT DOOR OF THE HOMES SHALL BE LOCATED ON THE FACADE CLOSEST TO THE STREET ADJACENT TO THE FRONT FACADE. A NOTE TO THIS EFFECT SHALL BE RECORDED ON THE FACE OF THE PLAT MAP. 19. THE APPLICANT SHALL CREATE A HOME OWNERS ASSOCIATION ("HOA') THAT RETAINS OR IMPROVES THE EXISTING VEGETATION WITHIN THE OPEN SPACE TRACT. A DRAFT HOA DOCUMENT HAS BEEN SUBMITTED AS PART OF THE APPLICATION. A FINAL HOA SHALL BE SUBMITTED TO, AND APPROVED BY, THE CITY OF RENTON PROJECT MANAGER AND THE CITY ATTORNEY PRIOR TO FINAL PLAT RECORDING. SUCH DOCUMENTS SHALL BE RECORDED CONCURRENTLY WITH THE FINAL PLAT. CITY OF RENTON PERMIT SUBMITTAL BHB RECORD DRAWINGS MRL NO. I REVISION 18 1 JBS / 191 JBS DA. I APPR ENVIRONMENTAL REVIEW (L UA16-000165, ECF, PP, SM), MAY 2ND, 2016 IN COMPLIANCE WITH RCW 43.21C.240, THE FOLLOWING ENVIRONMENTAL (SEPA) REVIEW ADDRESSES ONLY THOSE PROJECT IMPACTS THAT ARE NOT ADEQUATELY ADDRESSED UNDER EXISTING DEVELOPMENT STANDARDS AND ENVIRONMENTAL REGULA TIONS. A. ENVIRONMENTAL THRESHOLD RECOMMENDATION BASED ON ANALYSIS OF PROBABLE IMPACTS FROM THE PROPOSAL, STAFF RECOMMENDS THAT THE RESPONSIBLE OFFICIALS: ISSUE DNS-M WITHIN A 14-DAY APPEAL PERIOD B. MITIGATION MEASURES 1. PROJECT CONSTRUCTION SHALL BE REQUIRED TO COMPLY WITH THE RECOMMENDATION INCLUDED IN THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY EARTH SOLUTION NW, LLC DATED SEPTEMBER 17, 2015 OR AN UPDATED REPORT SUBMITTED AT A LATER DATE. 2. THE APPLICANT SHALL INSTALL A FISH EXCLUSION DEVICE AT THE OUTFALL TO LAKE WASHINGTON IN ACCORDANCE WITH STANDARDS SET FORTH IN THE WDFW DOCUMENT FISH PROTECTION SCREEN GUIDELINES FOR WASHINGTON STATE (WRITTEN BY BATES AND NORDLUND, 2001). A FINAL DETAILED FISH EXCLUSION DEVICE MUST BE SUBMITTED AND APPROVED BY THE PLAN REVIEW PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 3. IF ANY NATIVE AMERICAN GRAVE(S) OR ARCHEELOGICAL/CULTURAL RESOURCES (INDIAN ARTIFACTS) ARE FOUND, ALL CONSTRUCTION ACTIVITY SHALL STOP AND THE OWNER/DEVELOPER SHALL IMMEDIATELY NOTIFY THE CITY OF RENTON PLANNING DEPARTMENT, CONCERNED TRIBES' CULTURAL COMMITTEES, AND THE WASHINGTON STATE DEPARTMENT OF ARCHEOLOGICAL AND HISTORIC PRESERVATION. vSIpNAL ���� 1 THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. R-393403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: STEPHEN PHILLIPS PLS SCALE: VERTICAL*NAVD 1988 HORIZONTAL: FAR 1sa3/13/issi ' � T�/ 0 � VR I SENZA LA K E V I E W GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS uHi t: 5/1/18 °BRYCE FIELDS°GK: BESSETTE RENTONROADWAY DRAWN: JOE AMARo VASSiv CITY OF RENTON STANDARD NOTES DRAWING NO: ONE INCH DATU M Planning/Building/Public Works Dept. Co.03 CHECKED: AT FULL SCALE CMIE B. SCHROEDER, PE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: E__ OF. 3 48 TBLOCK 42 LU LU a J Q N z W m 75 0 CD U m i QJ -m a / S Z_ U W �J 3W CD LJ CD J / Q � J CD Y / U U� on Q 0" / U U� CITY OF RENTON STANDARD NOTES SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE 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 THIS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE Cl TY. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE 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 IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF 4. 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. MONDA Y THROUGH SA TURDA Y AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OFRENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE 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 CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. 13. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES 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 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. ALL PIPE BEDDING SHALL BE APWA CLASS "C, WITH THE EXCEPTION 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 ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER 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 WITHIN 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 - 70% PASSING, 2 - 4 INCH ROCK / 30 - 40% PASSING, AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 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, CERTIFIED 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, POSITIVE 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 OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. CP "'i CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. 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 FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS 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 APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION 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 CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH 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 BEMAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 307H) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 7. 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. 8. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. 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. 12. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30n-t, 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. 13. 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 FUNCTION 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. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN 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. STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE J. PRE -CONSTRUCTION MEETING. 4. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 7. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 8. CONSTRUCT SEDIMENT PONDS AND TRAPS. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDA TIONS. 12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 13. 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, PLASTIC SHEETING OR EQUIVALENT. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. vSIONAL ���� 1 THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. R-393404 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS I SURVEYED: PHILLIPS PLS SCALE: ZNALAR HORIZONTAL:: E1198/1991 DATU M c MY I OF • RENTON Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CITY OF RENTON STANDARD NOTES DAZE: 5/1 /18STEPHEN RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: eRYCE BESSETTE PAGE: °OK: FIELDBPACE: DRAWN. JOE AMARO ONE INCH DRAWING NO C0.04 CHECKED: JAMIE B. SCHROEDER PE AT EULL SCALE E Nor oNE INCH SCALE ACCORDINGLY N 0. REVISION �:. I" H;' . AP P R APPROVED: SHEET: OF: 4 48 TBLOCK OTOP1391501 U-1 LLI J Q N Z LU Cn d / sz /pq 3: W Fa L� LL CD LJ CD J /Q J �Q CD / U u z �z oA s am / cu u 4g, Lv �CD cu a Q u z U w w / PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. / / S ��CONC SW = 41.95'_ � S H �0 � / � � IE 1 " / l h RIM �48.11 / / / / / �� IE 8, CPP SE = 4�34' /IE d' Pv N� �37�0' / / _ W �- I l ( \ / CB 7011 �/8;' PV E J7.60" / r / / / / IE� $,, - 41.92' J / / ' W W W W I W P C RIM = 101.93, (CAN TfF AN N / S 5 �N W 1/�/ IE 12" ADS SW = 98.82' / / / / / / (5) MAILBOX / / / / SS �S �S SS7 W W W SD/ / / / / i l l N4 TH$T ( I i L i I SS SD S ( i ; SD - J A \ I ( ( r / / // / / / / / r / / / OQ_ c SD SD D SD c-�D S LSD -- SD� c c \ \ J / l / / / / / / / l /�i - SD SD SD O P / / / / //// / / �� l- / / i /� / LAKE 28 E�:7A �p / SDM 70os CB 7007 E II / / / / 429. i i i = lh'? ) / / r AIM 2„ ADS NE = 96.96' /S6M1� 703� I / l STOP // i / - - -RI1Gj �1.43' CB 7028 BENCH DRAIN I CB 7029 / / 1 ADS rZzzF 94.04' / / IE 18" ADS E = 96.36' / / / RIM = 6fi.S4' / / // / / / NEIGHBORHOOD IE 12" AD� S = 93.7 -lE 18" CPP E - 45.69' l RIM = 66.48' / / /1 , / IE 18" ADS S = 96.74' / / / / IE �CONC S = 64. e % IR / ! IE/ 12" ADS' S = 63 57' / / / �TCH / IE 18" JADS W = 9�.95 / / / / �� IE 18" ADS W = 96.28' / / � - i Q / � IE 1,8=' Z,`PP NW = 45.54' /6 /2„ CONC E=,64.30' / / IE 8" CONC N 64.29' / SD H 7027 / / / / / / / / / / / / / CB 7012 M / / / / /� / / � / / / / , / PIM = 98.4/0' / / / / / / / / / � - I RIM = 101.11' / / / / / / / IE 8" CONC S = 2.14' / / / IE 12" CONC NE = 98.89' / / IE 12" CONC S = 99.02' IE 18" ADS E � 61.41'/ / / o � IE 18" ADS N = 98.09' f / / / / / CB 7006 IE 1 ADS N 62.33' / / / / i cn RIM = 98.40' I / /IE/18" ADS = 61.1 / / / / / / / / - IE 12" ADS S = 95.36' EL// /// i f / / 89 // / // // / // / // / // /�� IE12"ADS N= 95.02' SE/ / / / 3342700534 / /TPN 3427 C�427 / / / / / / / / �20 ACCESS/ UTI�TY y / UN RGROUND / / P WER,-PER-PSE / / & / / RECORDS job / / ' ; \ J ESM $ REC/ NO. 5463469 / / / / / / / / / / / / / - U 1I / 1125 N 40TH ST / 16"SOT / / l 1 STORY WOOD I I FRAME HOUSE /1 ��� P-I BP Bp/ W BA1�4�N BP j/\ ///� // / // -/ / / / / / / �I �o 0 0� �/ a a, 14S S 14 /.� c� ch w vl ni l I o - a / ,' / ` ; K �' o�' P d� � I I 1 /) w a / / / / I I II / / / OF/ 1 SJ MH 6548 » 9v1 A o o / 41 RIM = 51.80' / / / / // % / / ❑a. I l l / lQ� l I IE 1Q'( PVC q �) 5,5, / p��� / / q / I l I / / I)-, J 11 / / (EENTER C�I/ C ° a ( / S ,/0 l I Q /// ❑ DECK /r LQ I /�` '�� l I / / / V. - / / / 88 / / / I I �P Py{\. / / I I / / o cc 3342700531 // 7/ `L�� /l T N: 3342 00425 / / 12",12"AP _ _ _ _ - / / / \,P, /12 ST 1 / // - - / / 12"A °� o SSMH 7 71 \/ / / / / / j �// / / / 8,> 12,> 4P SHED \ / AI Z: / / / / �P ' V0�/ I I / / / I / z RIM - 51.62' / / / / / / / , ✓ . / / \�\' p�Q\ / / / IE IV HVC N&S 36.0 1�",12"AV�`- (C 1V TES C AN / 7 / / / / / UNDERGPOUND / / ' __ - _ / / 22„A 8" VC/IN DE PROP NE - 4 �0� // POWER PER PSE / r°° a / 9 NO PARKING / RECORDS EC / SHED i , N OP` P 377 / 5 WATER LINE ESMT. I / BTM J SIDE DRO E /_ / 6. / / �/ / BIKE LANE / DEC / �F / I l i REC. N0. 5333821 � / / / � / / I SHARE THE l I 30"P i / -30", 34"SEQ 12"SP / 12"A / / / / / / / / I I ROAD ; 3342700532 Bp 14 S / 30„ / 14"P / / /- - - - - - - l / �I MAIN � / / / � of N. END GAS P 7$ LINE F HE / 14 C / / / / / / / / / / / / / l \ CB 7017 WES HALE OF / / / / I RIM T16.34 _ / Q{ IE 8 CONC N 114.30' / / / 1 /\ - - - X5 / / / / / / / / / / ! S D I E 12" DI E = 114.24' � / / / / / LOT �7• WILY LINE OF / / / / / / / / / / / / / 6",8"J 2"D- IE 12" DI S = 114.20' THE EAST .28,E / c�A� / / / / / / / / �� SSMH 7018 3342700520 FEET OF E0T 87 / c� / / // \ RIM = � 1 S \ / 390/7 PAF�K AVE l 12"W / / / / / N / l / l / `� l / / O IE 8" PVC S1W-- 9 38 9 ✓ 12» / / / / / / / / 1 STORE WOOD - = IE 8" PVC E = 99.34' r Y�_ �./ AME/I HOUSE / � +1.7 / / IE 8" PVC N = 98.34' / C� / / / /BA$EMENT / l 1 _ / (7) MAILBOX / kN TPN:/3/3�700/4/1P G l I I/ / $„F 87/ l' 1 l I k 0- 112 N 40TH ST LINTPER I O STORY SOD - - - BOUNDARY LINEI l / l l TPN: 3342700519 NW CORNER ASPHALT ISIE� NO / I PAVERS /a FRAME HOUSEli�AGREEMENT REC. / I l l CONCRETE / a 0 / a, W/BASEMENT o.1 IN. OF LINE TPN: 31342700¢20 AP 48"SEQ---___-- --- 19�L1050716 l / /l / / /l / / / / / 0 1 11? GARAGE O - / / l u ,10 B _ / / l / / CB 7019 Q �T G-A� C \ AS / / / / / / / / / / / I I 10",16",32""M I 67.37 _ / l RIM = 121.23' jj --' / /-- I IE 12" DI S = 118.99' SS - L!--- W W - 5 3' SS - - ® - IV8845'48"W ' - J o I IE 12" DI N = 118.69' -. 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: LEGAL DESCRIPTION/TITLE REPORT NOTES SCHEDULE B SPECIAL EXCEPTIONS PARCEL 3342700425 (NON -EASEMENT ITEMS LISTED IN THE TITLE REPORTS SUCH AS DEED OF TRUST, TAXES, ETC. WERE NOT DATUM/BASIS OF BEARINGS THE WEST HALF OF TRACT 88, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION LISTED BELOW) TO SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF TPN:3342700425 HELD A BEARING OF NORTH 1 °48'15" EAST BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINT NUMBERS 1836 AND KING COUNTY AUDITOR, MORE PARTICULARLY DESCRIBED AS FOLLOWS. LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY WFG NATIONAL TITLE COMPANY 1886. BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT, RUNNING EASTERLY ALONG THE NORTH ORDER NO. 638754 DATED FEBRUARY 25, 2015, AT 8:30 A.M. LINE OF SAID TRACT 247 FEET TO A POINT, HORIZONTAL DATUM: THENCE RUNNING SOUTHERLY AND PARALLEL TO THE EAST LINE OF SAID TRACT 107 FEET TO A 2 THIS PROPERTY SUBJECT TO COVENANT TO SHARE IN THE COST OF CONSTRUCTING, LAYING AND NAD 83/91 PER CITY OF RENTON POINT ON THE SOUTH LINE OF SAID TRACT, MAINTAINING A WATER LINE, EASEMENT FOR WHICH WAS GRANTED OVER ADJACENT PROPERTY BY THENCE WESTERLY ON THE SOUTH LINE 332 FEET TO THE SOUTHWEST CORNER OF SAID TRACT, INSTRUMENT RECORDED UNDER RECORDING NO. 5333821. (NOT PLOTTABLE) THENCE NORTHERLY ALONG THE WEST LINE TO THE POINT OF BEGINNING, 3 THIS PROPERTY SUBJECT TO COVENANT TO SHARE IN THE COST OF INSTALLING, MAINTAINING, ORIGINATING BENCHMARK: TOGETHER WITH AN EASEMENT FOR ROADWAY AND UTILITY PURPOSES OVER 20 FOOT STRIP OF REPAIRING OR REPLACING ROADWAY, EASEMENT FOR WHICH WAS GRANTED OVER ADJACENT PROPERTY CITY OF RENTON MONUMENT NO. 1886, AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK. LAND AS DEDICATED IN EASEMENT RECORDED UNDER RECORDING NO. 5463460, BY INSTRUMENT RECORDED UNDER RECORDING NO. 5463460. (PLOTTED) VERTICAL DATUM: NA VD 88 SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ELEVATION: 104.72' PARCEL 3342700427 TPN:3342700427 NOTES TRACTS 88 AND 89, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY RAINIER TITLE INSURANCE COMPANY ORDER NO. 679373RT DATED FEBRUARY 9, 2015, AT 8:00 A.M. NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS AT PAGE 64, IN PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING KING COUNTY, 14 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING WATER WASHINGTON. LINE PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5333821. PLOTTED SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT (PLOTTED) DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC EXCEPT THE FOLLOING DESCRIBED TRACT. 15 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING INGRESS, RUNNING THENCE EASTERLY ALONG 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 88, EGRESS AND UTILITIES PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5463460. (PLOTTED) THE NORTH LINE OF SAID TRACT 247 FEET TO A POINT; STANDARDS SET BY WACS 332-130-080/090. S C POINT ON THE SOUTH � T UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN LINE OF SAID TRACT; THENCE RUNNING SOUTHERLY AND PARALLEL TO THE EAST LINE OF SAID TRACT 107 FEET TO A TPN:3342700420 lv �C�, �F WAS PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF THENCE WESTERLY SOUTH THE SOUTH LINE 332 FEET TO THE SOUTHWEST CORNER OF SAID TRACT; LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY WFG NATIONAL TITLE COMPANY EXISTING UTILITIES PRIOR TO CONSTRUCTION. THENCE NORTHEASTERLY ALONG THE NORTHWEST LINE OF SAID TRACT TO THE POINT OF ORDER N0. 00638728 DATED FEBRUARY 25, 2015, AT 8:30 A.M. �4 e 0 30 60 THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS BEGINNING. 3 THIS PROPERTY SUBJECT TO BOUNDARY LINE AGREEMENT THE TERMS AND CONDITIONS THEREOF PER R-393405 OF A SURVEY CONCLUDED ON JUNE 26, 2015 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PLAN IN FEET EXISTING AT THAT TIME. INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 199211050716. � �i' 37610 q w SURVEYORS NARRATIVE PARCEL 3342700420 TPN:3342700415 �SCTSTEGti' IN COMPLIANCE WITH CITY OF RENTON STANDARDS THE EAST 289 FEET OF TRACT 87, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ZONAL 1 ADDITION TO SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY WFG NATIONAL TITLE COMPANY LOT 87 (PARCEL NUMBERS 3342700415 AND 3342700420) HAVE A BOUNDARY LINE AGREEMENT PER KING COUNTY ORDER NO. 00641862 DATED APRIL 8, 2015, AT 8:30 A.M. RECORDING NUMBER 199211050716. THIS BLA IS NOT REPRESENTED IN THE LEGAL DESCRIPTION PER WFG NATIONAL RECORDS OF KING COUNTY AUDITOR; TITLE COMPANY. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 3 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING WATER THE AS -BUILT INFORMATION REFERENCES PARCEL 3342700415 LINE PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5333821. (PLOTTED) SHOWN ON THIS PLAN IS PER A THE WEST HALF OF LOT 87 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION NO. 2, 4 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING FIELD SURVEY PERFORMED AND AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY ROADWAY AND UTILITIES PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5463460. DATA PROVIDED BY AXIS � C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 2, ACCORDING TO AUDITOR,• (PLOTTED) SURVEY & MAPPING ANDIOR THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 64, IN KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 5 THIS PROPERTY SUBJECT TO BOUNDARY LINE AGREEMENT THE TERMS AND CONDITIONS THEREOF PERRECORD INFORMATION PROVIDED CITY OF RENTON SHORT PLAT LUA-95-189 RECORDING NUMBER 9711109001. INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 199211050716. BY THE CONTRACTOR. CITY OF RENTON LOT LINE ADJUSTMENT LUA-96-153LLA RECORDING NUMBER 20061002900012. CONSULTANTS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE DATE STEPHEN PHILLIPS PLS HORIZONTAL: NAvo 83/ SENZA LAKEVIEW 5/1 /18 RECORD DRAWINGS MRL 3�11�19 JBS DESIGNED: HORIZONTAL: NAD 1983 1991 C TY 0 Site Planning • Civil Engineering BRYCE BESSETTE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS PACE: °GK: Land Use Consulting •Project Management CALL BEFORE DRAWN: RENTON PAGE: VR 11431 WILLOWS RD. NE, SUITE 120 YOU DIG JOE AMARO ONE INCH EXISTING CONDITIONS DRAWING No: REDMOND, WA 98052 DATU M 1-800-424-5555 CHECKED: AT FULL SGALE Planning/Building/Public Works Dept. CO.1 Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE IF NOT oNE INCH www.cphconsultants.com N0. REVISION -'i DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: 48 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. TBLOCK CSIT1391501 OTOP1391501 42 W W a J Q N z LU SURVEY DATA FOUND ? REBAR ANro- 0.2'S.X0.3'W. CAP "E. SPROUT 96 OF CORNER STA 45+00.00, 0.00' T N=195063.9050 E=1301598.5786 FOUND BRASS NAIL IN CONCRETE MONUMENT IN CASE. COR 1886 N: 191473.1559 E.1300959.3586 EL: 104.72 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. i = JO-V 1 L. I L IV 4U 1 r1 J I IVLL 1 FOUND PUNCH IN 2 1/2" BRASS DISK IN CONCRETE DOWN 0.55' IN 6" IRON PIPE. (612015) COR 1413 N:195447.87' E. 1301918.80' / EL: 47.63 = JUtUU.UU r N=195249.73 E=1301947 99 3342700410 1 3342700412 3342700414 1 3342700418 FOUND J" BRASS PIN IN ROUND CONCRETE POST IN CASE. COR 1836 N.192137. 6900 E.1300980.2900 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. LEGAL DESCRIPTION/TITLE REPORT NOTES PARCEL 3342700425 DATUM/BASIS OF BEARINGS THE WEST HALF OF TRACT 88, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF HELD A BEARING OF NORTH 1 °48'15" EAST BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINT NUMBERS 1836 AND KING COUNTY AUDITOR, MORE PARTICULARLY DESCRIBED AS FOLLOWS. 1886. BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT, RUNNING EASTERLY ALONG THE NORTH LINE OF SAID TRACT 247 FEET TO A POINT, HORIZONTAL DATUM: THENCE RUNNING SOUTHERLY AND PARALLEL TO THE EAST LINE OF SAID TRACT 107 FEET TO A POINT ON THE SOUTH LINE OF SAID TRACT, NAD 83/91 PER CITY OF RENTON THENCE WESTERLY ON THE SOUTH LINE 332 FEET TO THE SOUTHWEST CORNER OF SAID TRACT, THENCE NORTHERLY ALONG THE WEST LINE TO THE POINT OF BEGINNING, ORIGINATING BENCHMARK. TOGETHER WITH AN EASEMENT FOR ROADWAY AND UTILITY PURPOSES OVER 20 FOOT STRIP OF CITY OF RENTON MONUMENT NO. 1886, AS PUBLISHED IN CITY OF RENTON SURVEY CONTROL NETWORK. LAND AS DEDICATED IN EASEMENT RECORDED UNDER RECORDING NO. 5463460, VERTICAL DATUM: NA VD 88 SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. ELEVATION: 104.72' PARCEL 3342700427 NOTES TRACTS 88 AND 89, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS AT PAGE 64, IN PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING KING COUNTY, SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT WASHINGTON. 75 DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC EXCEPT THE FOLLOING DESCRIBED TRACT. cu 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 88, RUNNING THENCE EASTERLY ALONG CD STANDARDS SET BY WACS 332-130-080/090. THE NORTH LINE OF SAID TRACT 247 FEET TO A POINT, THENCE RUNNING SOUTHERLY AND PARALLEL TO THE EAST LINE OF SAID TRACT 107 FEET TO A UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN POINT ON THE SOUTH LINE OF SAID TRACT; s PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF THENCE WESTERLY ON THE SOUTH LINE 332 FEET TO THE SOUTHWEST CORNER OF SAID TRACT; EXISTING UTILITIES PRIOR TO CONSTRUCTION. THENCE NORTHEASTERLY ALONG THE NORTHWEST LINE OF SAID TRACT TO THE POINT OF THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS BEGINNING. OF A SURVEY CONCLUDED ON JUNE 26, 2015 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. EXISTING AT THAT TIME. SURVEYORS NARRATIVE PARCEL 3342700420 i THE EAST 289 FEET OF TRACT 87, C.D. HILLMAN S LAKE WASHINGTON GARDEN OF EDEN LOT 87 (PARCEL NUMBERS 3342700415 AND 3342700420) HAVE A BOUNDARY LINE AGREEMENT PER KING COUNTY ADDITION TO SEATTLE NO. 2, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDING NUMBER 199211050716. THIS BLA IS NOT REPRESENTED IN THE LEGAL DESCRIPTION PER WFG NATIONAL RECORDS OF KING COUNTY AUDITOR, w TITLE COMPANY. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. q w REFERENCES PARCEL 3342700415 _1 THE WEST HALF OF LOT 87 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION NO. 2, CD Lv AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 64, RECORDS OF KING COUNTY In � C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 2, ACCORDING TO AUDITOR; %Q THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 64, IN KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Q CITY OF RENTON SHORT PLAT LUA-95-189 RECORDING NUMBER 9711109001. CD Y CITY OF RENTON LOT LINE ADJUSTMENT LUA-96-153LLA RECORDING NUMBER 20061002900012. � CONSULTANTS CITY OF RENTON PERMIT SUBMITTAL BHB o I� RECORD DRAWINGS MRL a� Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE :6 0-111431 WILLOWS RD. NE, SUITE 120 ® YOU DIG o REDMOND, WA 98052 1-800-424-5555 Q \u Phone: (425) 285-2390 1 FAX: (425) 285-2389 w�_ Nu www.cphconsultants.com N0. REVISION Copyright© 2019 CPH Consultants, LLC. All Rights Reserved. �(y) N=19.5444_ 02 E=1302095.9903 3342700405 FOUND PUNCH IN 1/2" BRASS PLUG IN CONCRETE MONUMENT DOWN 0.9 IN ASE. (612015) COR 547 N: 195438.25' E.1302388.20' 3342700534 PROPERTY BOUNDARY (TIP.) 3342700532 TPN: 3342700519 FOUND b" BRASS PIN IN ROUND CONCRETE MONUMENT IN CASE N: 194770.8649 E. 1302566.5122 SCHEDULE B SPECIAL EXCEPTIONS (NON -EASEMENT ITEMS LISTED IN THE TITLE REPORTS SUCH AS DEED OF TRUST, TAXES, ETC. WERE NOT LISTED BELOW) TPN: 3342700425 LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY WFG NATIONAL TITLE COMPANY ORDER NO. 638754 DATED FEBRUARY 25, 2015, AT 8:30 A.M. 2 THIS PROPERTY SUBJECT TO COVENANT TO SHARE IN THE COST OF CONSTRUCTING, LAYING AND MAINTAINING A WATER LINE, EASEMENT FOR WHICH WAS GRANTED OVER ADJACENT PROPERTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 5333821. (NOT PLOTTABLE) 3 THIS PROPERTY SUBJECT TO COVENANT TO SHARE IN THE COST OF INSTALLING, MAINTAINING, REPAIRING OR REPLACING ROADWAY, EASEMENT FOR WHICH WAS GRANTED OVER ADJACENT PROPERTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 5463460. (PLOTTED) TPN: 3342700427 LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY RAINIER TITLE INSURANCE COMPANY ORDER NO. 679373RT DATED FEBRUARY 9, 2015, AT 8:00 A.M. 14 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING WATER LINE PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5333821. (PLOTTED) 15 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING INGRESS, EGRESS AND UTILITIES PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5463460. (PLOTTED) S � C TPN: 3342700420 '� QV WAS LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY WFG NATIONAL TITLE COMPANY ORDER NO. 00638728 DATED FEBRUARY 25, 2015, AT 8:30 A.M.ti� e 3 THIS PROPERTY SUBJECT TO BOUNDARY LINE AGREEMENT THE TERMS AND CONDITIONS THEREOF PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 199211050716. �i'F 37610 wq w S T TPN: 3342700415 SC1 LEGAL DESCRIPTION AND EASEMENTS SHOWN PER ALTA COMMITMENT BY WFG NATIONAL TITLE COMPANY ORDER NO. 00641862 DATED APRIL 8, 2015, AT 8:30 A.M. so 3 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING WATER THE AS -BUILT INFORMATION LINE PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5333821. (PLOTTED) SHOWN ON THIS PLAN IS PER A 4 THIS PROPERTY SUBJECT TO EASEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING FIELD SURVEY PERFORMED AND ROADWAY AND UTILITIES PER INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 5463460. DATA PROVIDED BY AXIS (PLOTTED) SURVEY & MAPPING AND/OR 5 THIS PROPERTY SUBJECT TO BOUNDARY LINE AGREEMENT THE TERMS AND CONDITIONS THEREOF PER RECORD INFORMATION PROVIDED INSTRUMENT UNDER KING COUNTY RECORDING NUMBER 199211050716. BY THE CONTRACTOR. ALIGNMENT DATA LINE TABLE CURVE TABLE LINE # LENGTH DIRECTION CURVE # d RADIUS LENGTH L1 331.04' N151'40"E C1 S79 54'00"E 50.00' 15.47' L2 129.01' S88°4857E C2 N22°14'36"E 38.00' 27.04' L3 8.49' S71 '02'12'E C3 N21 54'05"E 50.00' 36.17' L4 31.91' N151'40"E L5 27.27' j N1 *10'39'E 0 50 100 PLAN IN FEET R_393406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS JBS SURVEYED: STEPHEN PHILLIPS PLS SALE- VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM O C T Y 0 RENTON Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS HORIZONTAL AND VERTICAL CONTROL PLAN UAI E. 5 1 18 �1 1 1/ 19 �J B S DESIGNED: BRYCE BESSETTE PELF: PAGE ° of AMARo ONE INCH DRAWING N0: CO.20 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR I APPROVED: SHEET: OF: 6 48 LU LU Q Q N z LU TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. CSIT1391-501 OTOP1391501 CNOT1391501 CUSD1391501 / / 3224059036 / TESC1391501 i / /�/ / 3224059058 CGRD1391501 px r i % /+ /VV/ W W- j�I/ ///// /8/ / / // /// /// I//// / // �// /( � /, ///3'/// / / // j///l /// / / //////�// // - // � // � / //l / // // // j1 / /\ / ///�//�//// ///.///ll / / / /•/l/ / \/ �/� / / \/�// / /// /j/// // /(// / / / / // J /%/J//I// / I/ /l. / //11/l/ 8///./I /"/ // F //'� �/Q/ /`// ��/ / // / /// //// - ��l/ / /'//////� / / ////�//////// //s/)/ /� .//. (/' ' ///� I/J// //// //./ /:�.O�// i �/i///s%////,// /�� / �//�'�W�i�/: / �/s• -o nn VV / S� Ww / S 515 F -;RTW 40 SREEC /I3 / I/l'I LF R_/ D 10 TYPE T2 30LF Tw BPE=6E=s / / I 7 1 64 N az T ss I II �I �1 nI '1I o�o/1s o/o o� s 0 B-59_14"S BPE=64 2 x 4 TYP. 116CqTYP IV 8' 20+0U TYP. r .e1. 1a / Ii I I II II � I � IL L/ /5 oW�n N 5' WATE� LINE ESO 1.. REC. NY. 5333823I0 �0 „S BPE-62.0 0/RD 78 /5/ /14 8Call: � _ O/I S D 682"D - G TYP. 4 6I /� 0_, 48"SEQ 2 o 10",10"B I 10"16",3 M A W W I W / SS SS Ss W ® W - - N8 %15.47'W 67.37' - - -- --- _5 3342700410 W W W W - W - W - - 624LF 5 TYP. 11 I / / / / / 1010"�- 6" 6" 8 o"M- 3342700412 3342700414 3342700418 41 LF 3 I O � I I 3342700405 LEGEND - X X X- SIL T FENCE TREE PROTECTION FENCING ll ll CONSTRUCTION FENCING TEMPORARY INTERCEPTOR DITCH WITH ROCK CHECK DAM m ' 75 SD PERMANENT SD FACILITY (SEE NOTE 3) U RIP-RAP/QUARRY SPALL PAD CATCH BASIN INLET PROTECTION TEMPORARY CULVERT PROTECT EXIST. TREE, SEE TREE PROTECTION DETAIL ON SHEET C1.101 sz �J �W �L, L- CD J �Q J �Q CD � U U� CONSULTANTS Qc" Site Planning • Civil Engineering Cu Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 ® YOU DIG CD REDMOND, WA 98052 1-800-424-5555 Q \u Phone: (425) 285-2390 1 FAX: (425) 285-2389 wNu www.cphconsuItants.com i Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CONSTRUCTION NOTES OSTABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1.100. 2O TREE PROTECTION FENCE PER DETAIL ON SHEET C1.101. 3O SILT FENCE PER DETAIL ON SHEET C1.100. OAPPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS DETAIL ON SHT. C1.100. 5O CONSTRUCTION FENCING PER DETAIL ON SHEET C1.100. 6O TEMP. INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100. 07 ROCK CHECK DAM PER DETAIL ON SHEET C1.100. OTEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN, S=29 MIN. OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET C1.101. 10 1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR S OUTFALL. 11 CATCH BASIN INLET PROTECTION PER DETAIL ON SHEET C1.101. 12 TEMP. SED. POND PER DETAIL ON SHEET C1.101. 13 PERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED WITH TESC MEASURES, SEE SHT. C2.00 FOR DETAILS. 14 PIPE SLOPE DRAIN PER DETAIL ON SHEET C1.100. RECOMMENDED CONSTRUCTION SEQUENCE 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). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (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 CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S 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, PLASTIC SHEETING 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 APPROPRIATE. THE AS -BUILT INFORMATION NOTE: SHOWN ON THIS PLAN IS PER / ADDITIONAL EROSION CONTROL MEASURES MAY FIELD SURVEY PERFORMED AND BE REQUIRED AS DEEMED NECESSARY BY THE DATA PROVIDED BY AXIS CITY OF RENTON INSPECTOR SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDE[ BY THE CONTRACTOR. CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SC-_E STEPHEN PHILLIPS PLS HORIZONTAL: NAVD ,gas RECORD DRAWINGS MRL 3/1 1/19 JBS HORIZONTAL: NAD 1983�1991 C TY 0 F DESIGNED: BRYCE BESSETTE VR RENTON DRAWN: JOE AMARO ONE INCH DATU M CHECKED: IAT FULL SCALE Planning/Building/Public Works Dept. JAMIE B. SCHROEDER, PE IF NOT ONE INCH N 0. REVISION L DATE AP P R APPROVED: SCALE ACCORDINGLY NOTES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND CONSTRUCTION ACTI VI TIES. 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 BMP'S DURING CONSTRUCTION. ALL PERMANENT STORM DRAIN FACILITIES ACTIVE DURING CONSTRUCTION SHALL BE CLEANED AND/OR REPAIRED TO GOOD WORKING CONDITION 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 REN TON. 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 EXTENT 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 LOSS 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. WATERING FOR DUST CONTROL MEASURES SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR AS NECESSAR Y. 0 30 60 PLAN IN FEET R-393407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ESC PLAN w w DATE: 1 8 FIELD/OK/ PAGE: DRAWING NO: N C1.01 z w S11E--. OF: 7 48 (f) TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co W I- LU LU J N z rLLLII V J CD 75 CD 0 U CD N CD N d / sz /w o) � � J q LJ /w CD o w 0 0 J mQ (>7 J CDQ CDY / U U:7 On L Cl CD / M U� 40-1 o w CU a Q \ U w CU LE _J / \ / IL 1W1/N. L,L.PTH EARTH OR GRASS LINED ROCK LINED OMPACT wuHRRY SPALLS NOTES: 1. EARTH OR GRASS LINED DITCHES SHALL HAVE SLOPES OF 610.1- 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 310o. 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 NOTIFIED 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. DI TCH OR SWALE, PER PLAN ROUGH OR FINISHED GRADE APPROX. LIMIT OF GRADING 12" MAX., UNLESS NOTED OTHERWISE ON PLAN � Mr. Z 6 ' MAX. - I I - 2.' � I �� II FINISHED SLOPE, PER PLAN FILTER FABRIC SILT FENCE AT EXIST. GRADE DOWNSLOPE OF DISTURBED AREAS TYPICAL CLEARING LIMITS NOT TO SCALE CONTINUOUS ORANGE CONSTRUCTION FENCE, TENSAR OR EQUAL FENCE POSTS MAX. i1 NOTE. 1. SEE ESC AND CLEARING PLANS AND TYPICAL CLEARING LIMITS DETAIL FOR FENCE LOCATION CONSTRUCTION FENCING NOT TO SCALE C P CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com Iht © 2019 CPH Consultants, LLC. All Rights Reserved. CONSTRUCTION FENCING (ORANGE PLASTIC) AT EXIST. GRADE UPSLOPE OF DISTURBED AREAS EXIST. GRADE CLEARING LIMITS 3 DRIVEWAYS SHALL BE PAVED TO THE EDGE P-OPD OF R-O-W PRIOR TO INSTALLATION OF THE NSTRUCTION ENTRANCE TO AVOID EX�Sj\NG DAMAGING OFF THE ROADWAY / IT IS RECOMMENDED THAT THE R=2S MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEW, IS A ROADSIDE DI PER CITY ROAD; GM. 12" MIN. THICKNESS PROVIDE FULL WIDTR OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRABTENSILE STREBNGTH ASTM D4751) 1 200 PSI MIN. GRABTENSILE ELONGATION (ASTM 04632) 30; MAX. MULLEN BURST STRENGTH ASTM D3786-BOA 40OPSIMIN. AOS (ASTM D4751) 20.45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. zY ti o PUBLIC WORKS STABILIZED STD. PLAN - 215.10 ,=•` $ DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR Fl1111V01 FNT T!1 ATiet`H F�RRI(: Tll Ol1RTR POST SPACING MAY BE INCREASED TO W IF WIRE BACKING IS USED 2'S0 BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL 2"x4' WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-" SIEVESI 11I ADS (ASTM D4751) IO.60 :)FORSILTFILM 50-300 SIEVE SIZE 0.30-0.15MM FOR OTHERFABRICS WATER PERMITTIVITY ASTM D491 0.02SEC^-1 MINIMUM ��' MIN. FOREXTRASTRENGH FABRIC G GRAB TENSILE STRENCHf (ASTM D4632) 100 LBS. MIN. FOR STANDARD STRENGFIT FABRIC GRAB TENSILE ELONGATION ASTM D4632 30%MAX. ULTRAVIOLATE RESISTANCE (ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. Gti�Y o� STD. PLAN - 214.00 PUBLIC WORKS SILT FENCE DEPARTMENT MARCH 2O08 NC 3 ' ROCK MUST COMPLETELY COVER THE 9 BOTTOM AND SIDES OF THE DITCH 6" MIN. 24" MIN. 2:1 SLOPES L =THE DISTANCE SUCH THAT POINTS 2"-4" ROCK -III-I = B A AND B ARE F EQUAL ELEVATION - III _ _ III=IIII;IIII =_- III -III -III -II = _ -I I 1-1 I 1-I I, ; NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. zY PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 ;��=�•` $ DEPARTMENT CROSS SECTIONS MARCH 2O08 CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION - DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 3 I IDIKE MATERIAL COMPACTED 90%MODIFIED PROCTOR CORRUGATED METAL, CPEP OR EQUIVALENT PIPE PROVIDE RIPRAP PAD OR EQUIVALENT ENERGY DISSIPATION DISCHARGE TO A STABILIZED WATERCOURSE, SEDIMENT RETENTION FACILITY OR STABILIZED OUTLET INTERCEPTOR DIKE STANDARD FLARED j� ENDSECTION INLET AND ALL SECTIONS MUST BE SECURELY FASTENED TOGETHER WITH GASKETED WATERTIGHT FITTINGS NOTES 1. CONDITION OF USE 1.1. SHOULD BE USED TO CARRY CONCENTRATED RUNOFF DOWN STEEP SLOPES WITHOUT CAUSING EROSION, OR SATURATION OF SLIDE -PRONE SOILS. 1.1. WHEN A TEMPORARY OR PERMANENT STORMWATER CONVEYANCE IS NEEDED TO MOVE WATER DOWN A STEEP SLOPE TO AVOID EROSION. 1.1. MAY BE USED TO DIVERT WATER AWAY FROM OR OVER BARE SOIL TO PREVENT GULLIES, CHANNEL, AND SATURATION OF SLIDE PRONE SOILS. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, THE MAXIMUM DRAINAGE AREA ALLOWED FOR ANY SIZED PIPE IS 10 ACRES. FOR LARGER AREAS MORE THAN ONE PIPE SHALL BE USED OR A ROCK -LINES CHANNEL HALL BE INSTALLED. 2.2. THE SOIL AROUND AND UNDER THE PIPE AND ENTRANCE SECTION SHALL BE THOROUGHLY COMPACTED. 2.3. THE FLARED INLET SECTION SHALL BE SECURELY CONNECTED TO THE SLOPE DRAIN AND BE FUSED OR WELDED, OR HAVE FLANGE -BOLTED MECHANICAL JOINTS TO ENSURE WATERTIGHT SEAL. 2.4. SLOPE DRAINS SHALL BE CONTINUOUSLY FUSED, WELDED OR FLANGE -BOLTED MECHANICAL JOINT PIPE SYSTEM WITH PROPER ANCHOR TO THE SOIL. 2.5. WHERE THE SLOPE DRAIN CROSS STEEP SLOPE HAZARD AREA OR THEIR ASSOCIATED BUFFERS, THE INSTALLATION SHALL BE IN THE GROUND SURFACE. ANY AREA DISTURBED DURING INSTALLATION AND MAINTENANCE MUST BE IMMEDIATELY STABILIZED. 3. MAINTENANCE STANDARDS 3.1. THE INLET SHALL NOT BE UNDERCUT OR BYPASSED BY WATER. IF THERE ARE PROBLEMS, THE HEAD WALL SHALL BE APPROPRIATELY REINFORCED. 3.2. NO EROSION SHALL OCCUR ON THE OUTLET POINT. IF EROSION OCCURS ADDITIONAL PROTECTION SHALL BE ADDED. TY 1 0 PUBLIC WORKS PIPE SLOPE DRAIN STD. PLAN - 217.30 DEPARTMENT FN,�O MARCH 2O08 vSIpNAL THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. R-393408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW VR C T Y O F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON 1%1VF ESC DETAILS Planning/Building/Public Works Dept. i W DATE: 5/1/18 Q FIELDBOOK: PAGE: N DRAWING N0: C1.100 I Iz �-�/-�+ S11E-: OF: 8 48 IC/ / TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. rn co O 0 W I— i LU LU J Q N z LU a / S z U /W m� 3 J q W L� o L11 CD 0 mQ (� J CD o Y / U U2:: of Cl CD / ('") �� 4g, �o �N /\ aN � (U / ('') SEDIMENT POND TOP OF BERM (PER PLAN) AS REQUIRED TO MAINTAIN CONE (APPROXIMA TEL Y W. S. ELEV. 4.5' FOR D=2) 12" MIN. DIAM. PERFORATED POLYETHYLENE a TUBING OR PLASTIC PIPE 2 GRAVEL FILTER, CLEAN FREE 1 IMAX ° DRAINING GRAVEL MATERIAL---. BOT. ELEV. GRAVEL CONE NOT TO SCALE NA TI VE SOIL OR COMPACTED BACK FILL GEOTEXTILE SOLID 90' BEND 6' MIN. 12" MIN. 12" MIN. n/ IT/ 9"T RUNOFF WA TER WITH SEDIMENT PRE-M GEOTE. OPEN PIPE END AT DESIGN W.S. FABRIC 270 STEEL PIPE OR METAL STAKE, EMBED IN CONCRETE BASE OR EQUIVALENT ANCHOR SUPPORT APPROVED BY ENGINEER FINISHED GRADE (SEE PLAN) FILTE " WA TE SECURE TUBING TO PIPE SUPPORT MIN. IIrWITH STRAPPING AT 12 O.C. MIN �i��i��i�ii��ii MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF OUTLET PIPE WHERE AS FILL ON SITE OR HAULED OFF SITE. 6 i���i���i���i���i���i���i���, SHOWN ON PLAN � 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. zZ / 3. REGULAR MAINTENANCE IS CRITICAL FOR ALL FORMS OF CATCH BASIN/INLET PROTECTION. UNLIKE MANY FORMS OF PROTECTION 18"SQ THAT FAIL GRADUALLY. CATCH BASIN PROTECTION WILL FAIL MIN SUDDENLY AND COMPLETELY IF NOT MAINTAINED. 4. CATCH BASIN PROTECTION MUST BE REMOVED WHEN HOME CONSTRUCTION IS COMPLETE. CATCH BASIN PROTECTION 12" MIN. 2" TO 4" ROCK 314" TO 1 %2" WASHED GRAVEL STABILIZE EXPOSED SIDE SLOPES WITH VEGETATION OR EQUIVALENT MEASURES 12" MIN. OVERFLOW 4' MIN. TOP OF BERM DEPTH (TYP.)_L ,,- QUARRY SPALL PROTECTION W.S. ELEV. =SEE TABLE f AT OVERFLOW BOT. ELEV.= TEMPORARY SEDIMENT POND NOT TO SCALE L 12" MIN. L 12" MIN. 2" TO 4" ROCK 3/4" TO 1 %2" WASHED GRAVEL NON -WOVEN FILTER FABRIC DISCHARGE TO STABILIZED CONVEYANCE PATH OR APPROVED OUTLET PIPE — SECTION CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. NOT TO SCALE SEDIMENT POND SUMMARY TABLE DESIGN IGN Q so T ER FACILITY NO. IMPERVIOUS (AC.) PERVIOUS (AC.) TOTAL (AC.) SURFACE AREAMINIMUM W.S. ELEV. (FT.) BOT. ELEV. (FT.) SED. POND 2.27 2.02 3.27 4.29 2,421 60.00 55.00 NOTES: 1. SQUARE FOOTAGE REQUIREMENT SHOWN AT WEIR WATER SURFACE ELEVATION. 2. POND MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. J. CONTRACTOR MAY PROPOSE ABOVE -GRADE TANK SYSTEM W/PUMP INTAKE AND OUTLET OR SIMILAR MANUFACTURED SEDIMENT REMOVAL/SETTLING SYSTEM EQUIVALENT TO THE DESIGN CAPACITY AND PERFORMANCE OF THE TYPICAL SEDIMENT POND FOR APPROVAL BY ENGINEER. 4. Qto DESIGN FLOW RATE WAS OBTAINED FROM WWHM USING UNMITIGATED FLOWS FOR FULL SITE BUILD -OUT IMPERVIOUS AREAS. NO TRESPI PROTECTEC MT EXIST. TREE )NTINUOUS CHAINLINK LACING 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, "NO TRESPASSING-PROTED 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 TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED 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: (i) 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 CONDITIONS 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 THE 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 S C QV WAS Q � 6 M 37610 .� CTSTS "ZONAL THE THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. R-393409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS I SURVEYED: STEPHEN PHILLIPS PLS SCALE: HORIZONTAL: FAR 1198 /1991 DATUM c O T OF RENTON VASSiv Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ESC DETAILS DACE. 5/1 /18 RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE PACE: °GK PAGE: DRAWN. JOE AMARo ONE '"G" DRAWING N° C1.1 01 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE wc" SCALE ACCORDINGLY N 0. REVISION - 7 DA— AP P R APPROVED: I—E- OF 48 LU LU Q N z W � VJ TBLOCK CUSD1391501 CSIT1391501 CGRD1391501 OTOP1391501 CNOT1391501 CY) M I 0 W LI J W J Q N z LU / PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. / C83 0 8305 / SDMH 7964 RIM = 47.47' 1E 18" 40 %6' /IE 18" CONA = 40.54' xqO 0 / 3224059058 LEGEND FF= APPROX. FINISH FLOOR ELEV. 10 LOT NUMBER DAYLIGHT LINE 420— FINISHED GRADE CONTOUR — RD — PRIVATE SD SYSTEM �r STORM DRAINAGE PIPE Cl TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN 3224059045 NOTES: 3224059036 SSMH 7026 1. GRADING AROUND RETAINED TREES SHALL MEET TREE \\ / RIM = 87.47' PROTECTION REQUIREMENTS SHOWN ON SHEET C1.101. �I CB 7963 z IE 8" PVC E 74.96' � RIM - 48.15' _ . IE 12" CONC N - 4470' IE 8" VC 74.15' IE 6" PVC NE - 44.82' IIE H 7032 ,� IE 18" CONC SW - 41.95' - 48.11' O i x E 18" CPP SE 43.34' 0" PVC N4�, = 37.60' Ox° ,' ' 8135 + o " CON W = 41.92' CB130 0 +�o W W W W W W �p+nn� �p IE 8" PVC E - 37.60' i ,� — — — W NOTE (CENTER C ANNEL) , SS W W �1/ V — — _ sOMH 820 C8140 (IS 11 S S - SS o RIM 48.18' / (IS (IS ., , I NORTH 4�TH STREET Ss THE PROJECT BIOLOGIST SHALL COORDINATE - _ '' IE i CONC SW 44.83' c - IE 2" PVC E = 45.13' ' -- INSTALLATION OF A FISH EXCLUSION DEVICE AT THE IE 18" CONC NE = 43.78' EXISTING OUTFALL TO LAKE WASHINGTON. SHOP `� ---- DRAWINGS OF A SCREEN OR OTHER APPROVED DEVICE — SHALL BE PROVIDED TO THE ENGINEER AND CITY L —�— — INSPECTOR FOR FINAL APPROVAL PRIOR TO / h = 7 B 70266.84 TREK D N S �2 �� �6 6' N - 93 �4 o INSTALLATION. r -� 1' L 1 18" CPR NW = 7, 929 CB15 / I 5 SD ESMT. KU / / I 0 T CH WATER / I1 OU / LITY VAULT E DET. C3.102 I 3I 15' Q4 SF SD ESMT. / / I / / I 2 7,827 SF SSMH 8548 �� RIM = 51.80' IE 0" PVC N&S 36.55'IIAN / TER CHANN ) 41 1 a— & / 7,539 S 1 B10 / � 00 CB76 O CB71 -------/ / / , -- - DROP NE = 4 .70' P PIPE 36. RD - RD 7.5' SD ESMT. 7,0 8 SF I PRI VA TE SD / II ON " �� I SYSTEM MCOLL�CTIYARD I DRAIN TYP. / I ` I � 61SF 7,298 SF —'——_ 75 CD N - - _;AS - SS Ss SS - _ - -- W ® N88 °454 �/ W — W — d sz /w � J q _J / w w o w 00 J 0Q �Q CD / U 4 4' /fCONC S 64 6 \ RD D R RD RD RD 95 E 12" CONC E 64 `u D IL 8" CONC N 64.29' - S H 7027 2 1 i = -8.40' N _ I CB125 I t �1QS = 61.414 I I 96 cn a ADS N = 62,33' 1 19 STO 4 FI ATER II 1 18" ADS W 61.12' I $70 SF I I I 17 uy L T 'ILITY I 1 8,955 SF T 1 RD RD D! RD 1 Ito O 5' 1 9 1 6 s SD ESMT. 1 I 10 1 --- ° sa I I I I I I 1 I 1101 SF I Ul) I Fct � N I IIz _ _ T7,58016 � ' Z 1 SF W 5, II �I� I I SD ESMT. I 111 I I� 74 p 021 SF 104 ° I 76-- I I loj 110 I I N I 76 — 8 88 I I C 105 c r I / W. 15 SD ESM T. I I I I 7,580 SF �' i I INDIVIDUAL LOT BMP'S LOT AREA (SF) 559?; IMPERVIOUS PER COR ZONING (SF) INDIVIDUAL LOT BMP TARGET SURFACE AREA (SF) BMP TYPE 1 7,930 4,362 793 PERVIOUS PAVERS 2 7,825 4,304 783 PERVIOUS PAVERS 3 7,018 3,860 702 PERVIOUS PAVERS 4 7,549 4,152 755 PERVIOUS PAVERS 5 7,055 3,880 706 PER VIOUS PA VERS 6 8,529 4,691 853 PERVIOUS PAVERS 7 7,297 4,013 730 PERVIOUS PAVERS 8 7,181 3,950 718 PERVIOUS PAVERS 9 7,670 4,219 767 PERVIOUS PAVERS 10 7,021 3,862 702 PERVIOUS PAVERS 11 7,021 3,862 702 PERVIOUS PAVERS 12 7,021 3,862 702 PERVIOUS PAVERS 13 7,172 3,945 717 PERVIOUS PAVERS 14 7,579 4,168 758 PERVIOUS PAVERS 15 7,579 4,168 758 PERVIOUS PAVERS 16 7,579 4,168 758 PERVIOUS PAVERS 17 8,969 4,933 897 PERVIOUS PAVERS �� 7 I I I 1 ce61 I R I I 12 I I I I � I I � � SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS 6" PRIV TE SD COLL TION SYSTEM 8 I i 7,021 SF I I I I ( CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE ABOVE AS WELL AS ANY DECLARATION OF No l (TYP.) — Q COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION MUST BE C860 g — — — — — I _ ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW' 94 118 WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. � 1 1 O I i I 14 o S C 8 I 13 7,586 SF OF WAS SF 8 I 7,166 SF `� ---7181 �01 IL O�`z Cn THE AS -BUILT INFORMATION I f SHOWN ON THIS PLAN IS PER A -0 37610 q w� W 667.37 — —_ _ _ _ �, — — — FIELD SURVEY PERFORMED AND �'G 1 S 1ST ti CB55 25 25 — DATA PROVIDED BY LDC CIVIL S 10,�G NAL 86 CB210 I I ENGINEERING GROUP AND/OR II RECORD INFORMATION PROVIDED pv J :7 CITY OF PENTON PERMIT SUBMITTAL CONSULTANTS o a 1 RECORD DRAWINGS QCD Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG ® v N REDMOND, WA 1-800-424-5555 Q Phone: (425) 285-2390 1 FAX: (425) 285-2389 ww Nu www.cphconsultants.com N0. REVISION / Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. /(y) N 0 30 60 PLAN IN FEET B H B 5/1/18 JBS SURVEYED: SCALE : STEPHEN PHILLIPS PLS VERTICAL: NAVD 1988 83/1 • M R E 3/ 1 1/ 19 JBS HORIZONTAL: NAD 193/1991 O T Y OF DESIGNED: 1 "=30' BRYCE BESSETTE ' D RAW N R E N T O N JOE AMARO ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JAMIE B. SCHROEDER, PE IF NOT ONE INCH BY DATE AP PR APPROVED: SCALE ACCORDINGLY BY THE CONTRACTOR. R-39341 O IN COMPLIANCE WITH CITY OF RENTON STANDARDS V1 DATE: Y SENZA LAKEVIEW 5/1/18 Q ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: J PAGE: Q OVERALL STORM DRAINAGE PLAN DRAWING NO: C2.00 Z SHEET: OF: U-+ 10 48 (f) CSIT1391501 CGRD1391501 OTOP1391501 CUWS1391501 CUSD1391501 CNOT1391501 TBLOCK C'7 co 0 W I- i W Li J Q N Z LU Cn d / sz /W apq 3 J q W L� oW 00 J mQ 7 J Q CD Y / U u:7 O L Cl CD / ('") U �m Lv �CD cu a Q U w u / (y) PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. l / J �° f I I Aj�/� / // 2 I / oI // /l I 31224059058 / _J4059045 �� / 3224059036 l / //il / / �/ / / �/ - / / /i - I J. �--- I�OREETI?T XW�LT +oo IW W - l I i 1 l I W �, / 10 a° OP 5 1 �l►Q�UM TOPU) 8,8.0 B 94 � TOE B3.0 / C3.108 TOP 94.0(5) l / 1�OP 82.0 TOE 89.017 i � Q � / � 5 BPE=94.0 i / i I / �/ / 4 / I �/°-----�� E77.q N �o I / BPE=104.0 __ _ - - 1 / // �� � // ---- 8 v / rn� I T RD -IRO �D D// jo l �� / l / I I / I / T E85.0 P84.0 E 79.5 /C'/ Q / J I BPE=69.0 BPE=69.0 BP -69.0TOP 6.0 CIO TOP (6) /J �� i 19 ) PE=ss. TOE 1.0 ( / �- N 39TH CT, I I I BPE=7s.5 / , N10 1° L /14 /� i , j �� / j / - / TOE 7. 0 1.16 / / / ( � � �/ � � ePE=Ss.o I BPE=ss. I / / /I I / / / I / � ° j tea- I� I I I► F ,� H / / / I I 1102 ! Z � / & oo / I 5 I 102. �ZLU 58.0 TOP 20+09 o (REBID T�L)TOE 98.0 4/ N v WIN oho AT I _RD01 1 BPE=90.5 tOP 96.5 SD - I OE 90.5 / OP 79.5 TOE 52. TOE 74 0 o BPE=74.0 EN SPACE TRACT / TOP 56.0(4) TOE�52Q- i I TOP I I���I .,� I : ■ I TOE .4 '1 TGE.64. CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ,ht © 2019 CPH Consultants, LLC. All Rights Reserved. ® CALL BEFORE YOU DIG 1-800-424-5555 LEGEND ePE= BEARING PAD ELEV. 10 LOT NUMBER --------- DAYLIGHT LINE 420 FINISHED GRADE CONTOUR - Ro - PRIVATE SD SYSTEM STORM DRAINAGE PIPE I' TYPE 1 CATCH BASIN r i TYPE 2 CATCH BASIN MSE RETAINING WALL (SEE BLDG. PERMIT) ROCKERY (SEE BLDG. PERMIT) O CURB RAMP ID. SEE DETAILED GRADES ON SH T. C3.109 NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.101. 72 l l Il I 100 GR DING o DAI SHT 0 TOP + t I I/ / / I LIFE (TYP.) 14 J I I // o T O-TOE�1) BPE=82.0 BPE=84.0 / 3 / I / a I - - - - ePE=as.5 , I TOP 10 .5 / I �I --- V- a 0 TOP - `� /J TO F 96.5 / a BPE=109.0 / I� N ^ ° �I I S e a Tp � ----- ----- - -- -- -- _ a `4 TOP 96.0 / I l THE AS -BUILT INFORMATION PROTECT EXIST. TREE (TYP.) (6 / SHOWN ON THIS PLAN IS PER A TOE 90.0 TOP 118.0 I �° FIELD SURVEY PERFORMED AND F 37610 tiq ww� (2 TOE 116.0 DATA PROVIDED BY LDC CIVIL `� s CI S T B Gti� (4)TOP 100.0 <6 TOP 103.5 S� SIONAL TOE 96.0 TOE 97.5� t < o I RECORD �NFORMA RING GROUP PROVIDED BY THE CONTRACTOR. R-39341 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SC-_E 1"=30' QUADRANT SITE GRADING REVISION BHB 5/1/18 JBS DESIGNED: BRYCE BESSETTE RECORD DRAWINGS MRL 3/11/19 JBS DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY DATE AP P R APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M N 0 30 60 PLAN IN FEET VIDC TY OF RENTON Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS OVERALL SITE GRADING PLAN i Lu DATE: 5/1/18 Q J FIELDBOOK: PAGE: DRAWING NO: N C3.00 Z I U SHEET: OF: -+ 11 481(f) TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 co KEYMAP CNOT1391501 O OI LU M 1391501 0 W I- 42 U-1 Lii a J a N z 'LU V ) 11 STA 19+2718, 13.79' T CB75, TYPE 2-48" STA ' LTT +1 16.93' CB76, TYPE 1 BI I STA 30+13.86, a I p I 7 INIT =1 _J i 7, 530 IE � A 99LF 10 I BPE= 72.0 I r�MM 01 68.2 BPE= 74.0 M PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. SEE C3.03 STA 19+27.16, 10.27' T STA 98+34.56, 10.00' T INT 97+97.48 WELLS AVE N n 11 5 = gn-+.59 A7 N .39TH r.r 'J IE=fi7-.-6:2 69.2 16 CB 70, TYPE 1 STA . , . ' LT 19+42.45, 9.15' CB65, TYPE 1 STA :29i-24.-79.91' LT 20+24.14, 10.0 ' o � 5 ' I ROW I 8 (TYP.) ryLO I - od S 0 SS S W N T W W b 9 (TYP.) I c� W W a a 1 o r■ Of 4 DO a ,\, III I � O 4RD RD - RD RD - RD CB71, TYPE 1 Of STA ' T I IE= 6BPE= 20- ' 9.32' 0 45 LF 10 C I7,28SF I 76.0 TOE p 12 TYP. / 1 RD IE= BPE= 7 . RD STA 97+87.03, 3 .80'0 T 8 (4 TOP 80.0 7,181 SF TOE 76.0 RTT 9_111�111 I` STA 98+34.56, 10.00' TC5 1 Cn S 7,021 SF a 4 a + ------ CURB RETURN TABLE NO. RADIUS L d FOC LOCATION FOC ELEV. O1 25.0' 39.0' 89°19'23" PC=20+18.38, 10.00' T 73.99 6\2=20+35.60, 17.57' T 73.44 PT=98+32.06, 10.00' T 71.38 25.0' 39.6' 90°40'37" PC=20+17.55, 10.00' T 73.95 A\2=20+35.33, 17.42' T 76.36 PT=97+62.06, 10.00' T 78.76 T a� D- F M CEMENT CONCRETE DRIVEWAY � ENTRANCE - TYPE R1 PER COR STANDARD DETAIL 104.1 vA 12 7,021 SF RD RD B_PE = s a & a I nCB 61,TYPE 1 A ' RTT 97+56.07, 9.13' LOW PT STA: 19+05.24 LOW PT EL: 69:15 PVI STA: 20+26.38 z ..PVI STA: 19+16.91 PVI EL: 74.80 cJ PVI EL: 68.78 AD: -3.50 Q 85 AD: 7.50 K. 14.29 50.00' VC cn 85 K: 667 z 50.00.VC rn rn i +� pN U d p N� N� O-I-1I 04 �! 80 + 00 . -I c� rn o vi Lii Gi W N 0)J ... .... .... ... 80 .................... vvvv FINISH GRADE mmj� I LW z o » ROADWAY mm �cr_ WL`I po po EXIST. GRADE 009 75 + o ROADWAY 75 ._per UJ /-07 70 _ 82LF 12SD 70 .... SD S / 19LF „ 12 S 3�F 12 r �C86 TYPE 1 p 9 _ -' M=;z4:-95-74.01 IE(12"S)=q+-99-71.06 65 j0 - - 1451� B7 P _ _ _ _ _ - ... ...... IE(12"W)=F1--89-71.06 65 ------RIIG p CB76, TYPE 1 T L IE(12" - 67.07 0 BI-DIRECTIONAL VANED GRATE IE(6"N)-67:56 67.32 RIM---& S. 68.99 m IE(12"W)=6� 6�67.07 60 IE(12 E)-6 . 65.56 �� 60 IE(6"W)-6&..$2-65.64 C875� TYPE 2--48 RIM-f z'&69.24 IE(12"N)=6;§.-4;3 65.34 26LF 12" SID IE(12"S)=65.4z3-65.49 IE(12"E)=-4rr65.44 55 65 - S--2q�, 0' IE(12"W)=66,4;3 65.44 55 2.669' I I I I CB71, TYPE 1 RIM=-& 69.19 EXIST. GRADE AT ROADWAY (TYP.) IE(12 "N) 766.19 1E(675)=66r551 66.39 FINISH GRADE AT ROADWAY (TYP.) 50 F 50 L>7 N LnLn 'M O00 � 18+80 19+20 19+60 20+00 20+40 N 39TH CT CONSULTANTS CITY OF RENTON PERMIT SUBMITTAL BHB RECORD DRAWINGS MRL Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com NO. REVISION L ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 20+80 1/ 1 8 J B S SURVEYED: STEPHEN PHILLIPS PLS SCa_E „ 1 =20 9/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR I APPROVED: DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 7 19+44.19, 10+00' RT 16' 8 19+76.20, 10.00' RT 16' NORTH 40TH STREET 0 1 9 17 3 2 10 16 W 5� 4 11 Q P � 05 12 15 Q P 6 7 g 14 a - 13 KEYMAP NTS VERTICAL, VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SC Q CIO 6 M 37610 .� C7STE4 1� "ZONAL THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. R C TY OF RENTON %197 Planning/Building/Public Works Dept. CONSTRUCTION NOTES OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. 0LUMINAIRE PER ILLUMINATION PLAN. 0 APPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15- 03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. @CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY 0 STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 0204.30.RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR @SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. 23 ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 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 COR 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 BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. N 0 5 10 VERT. IN FEET T-393401 0 20 40 R-393412 HORIZ. IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS It DATE: SENZA LAKEVIEW 5/1/18 Q ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: J PAGE: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE DRAWING NO: C3.01 z SHEET-. OF: U-+ 12 48 (f) TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP CNOT1391501 C'7 co 0 LLJ I- i \W LLJ J Q N z LU d / sz / Lv � J Fa W o� CD �o J mQ M J o¢ /Y U 0 s a� U� 4al - CD v Cu a Q CU U w Cu LE / (y) CP --w-1 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.GohconsuItants.com 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. IE= 6- M TOP 82.0 �2 TOE 80.0 � F IE= 79.0 TOP 82. <6 Tq / / / / / / / / BPEi82.0 / / / / / / / / / I I I I I I PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. Rd RD RD IE=69.6 \ 0a AD c o = 19+00.00 N 39TI• o� BPE=69.0 - \ v� IE=66..e CB76, 3 / Ro 66.2 STA 3C RD D RD - - RD - RD - RD 7.11SF M v 1, TYPE 1 C3.01 v RD RD TYP.) 24 BPE= 72.0 v v SEE C3.01 RD ---------- - - - - - - - - - - I BPE=69.0 ` I 138LF 1Z�12"SDI --10.36%� I - IE=i �075, TYPE�2-48"� a STA 19+19.56; 16.93' LT STA 19+32.63, 11.29' T 11 00 rn BPE= 69.0 CB70, TYPE 1 TOP 60.0 TOE 54.0(6) as _08_ 0� BPE= 62.0 95 PV/ STA:, 29+41.50 95_ _ PVI EL: 73.97 AD: -9.90 K: ' 3.53 35.00' VC 90 90 Nc0 LoLO - O Nr-� N^ LOW PT STA: 30+ 14.64 1 LOW PT EL: 68.95 85 EXIST. GRADE m m w w PVI STA:29+89.64 85 @ ROADWAY PVI EL: 68.67 AD: 12.00 K: 5.00 J� 60.00' VC \� 80 NNIN J�-:. 80 + ALL_ NO +0) rn._ UU ai +� o00 \. (r)W, Gi p0) 0iw rnQ 75 _ 1.109 \ co c000 z , �, � N 75 \ \ -1.109 FINISH GRADE (z) 0 0; co 0 @ ROADWAY o+ + cn W W -_ 8" DI WA MAIN � p \ 65 �0[ U \ 65_ _ LJ n C876, TYPE 1 m BI-DIRECTIONAL VANED GRATE 60 o RIM-68.99 60 m IE(12 E)65.56 IE(6"W)-66.6:2 65.64 0 ° 55 55 65 65 CB75, TYPE 2-48" 0.649 S-19.5iff RIM=69.2:5 69.24 eLF12" SD 50 60 1E(12"N).365.34 19LF 60 59 IE(127S)=£5-465.49 IE(12"E)65.44 IE(12"W)=65.4z365.44 EXIST. GRADE AT ROADWAY (TYP.) FINISH GRADE AT ROADWAY IL Ll YP. GO''14- n,N o �I� �I� �I '0p �I 1 � . � :O I Q0 Q0 28+40 28+80 29+20 29+60 ROAD C CITY OF RENTON PERMIT SUBMITTAL I A I RECORD DRAWINGS N0. REVISION 30+00 30+40 30+80 B H B 5/ 1 / 18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCA-E 1"=20' M R L- 1 9 1 9 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR I APPROVED: 10 NORTH 40TH STREET 0 = 9 17 `�01� 3 2 10 16 W 5� 4 11 P 5 12 15 Q 6 8 13 14 a KEYMAP NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SC �F WAS Q CIO 6 M 37610 wq w� .� C7STE4 1 �s"ZONAL �G IIR THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDEC BY THE CONTRACTOR. R MY OF RENTON %197 Planning/Building/Public Works Dept. CONSTRUCTION NOTES OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. D SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN. 4O APPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F- 40.15- 03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONIC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. @CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 0 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 0204.30.RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR 21 SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. @ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 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 COR 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 BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. (N7 0 5 10 IN FEE40 T-393402 OVERT. 20 HORIZ. IN FEET R-393413 IN COMPLIANCE WITH CITY OF RENTON STANDARDS It DATE: SENZA LAKEVIEW 5/1/18 Q ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK J PACE: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 7,777 NO C3.02 Z SHEET-. OF: U/-+ 13 48 ( ) TBLOCK CSIT1391501 KEYMAP OTOP1391501 CNOT1391501 co CGRD1391501 CUSD1391501 O OI LU M 1391501 III CUWS1391501 0 W I- i L1J Lii a J Q N z LU m 75 M CD U m d / a, a, sz 3J/pq 3:W CD W 00 J / Q J Q CD / U U 0 L Q� / ('") �� 4g, Lv �CD cu a Q \ u z U w w / (y) _TI CB55JYPE 1 Poaa TVDC- 1 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. C 5 7,929 SF BPE= 66.0 21 CB130, TYPE II-48", SOLID LID STA ; LT 99+89.14, 12.0 3 n SEE C3.05 CURB RETURN TABLE NO. RADIUS L d FOC LOCATION FOC ELEV. O1 25.0' 39.0' 89°18'48" PC=99+57.41, 10.00' T 65.44 d 2=99+74.98, 17.22' T 68.14 PT=40+34.49, 18.01' T 70.84 O2 25.0' 39.6' 90.41'12" PC=99+56.57, 10.00' T 65.30 d 2=99+74.35, 17.43' T 64.74 PT=39+64.48, 18.01' T 62.96 NO TH 40 H STREET 9 ~ 17 � 3 2 10 16 W 5� 4 1 Q 5 2 15 �P 6 7 3 14 KUMAP NTS Or- INT 100+00.00 WELLS AVE N DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 1 99+13.50, 10+00' LT 16' 2 98+77.71, 10.00' LT 16' 9 99+21.81, 10.00' RT 16' 10 98+83.81, 10.00' RT 16' 11 98+02.31, 10.00' RT 16' 12 97+43.30, 10.00' RT 16' 13 97+08.30, 10.00LT 16' I FINISH GRADE ROADWAY 85 0 85 m - S ' - r"�, + CB55, \ ?S 80 - 9 z 80 IE(6"S - )6 5.1 LOW PT STA: 99+55. 7 LOW PT EL: 65.55 PVI STA: 99+05.20 SS H15 - _ - - PVI EL: 64.29 z W 75 R1 -85.8� - - 1 0.00' VC 75 IE - -. ��785 SO N � \ IE( )8-78.8 8(10 \ \ \ + rn _ _ EXIST. GRADE ROADWAY' 0) L6 A O oZ o 70 vv - Ui�i oo- 70 • ��9 a m R 79.4 mm z ,, 8 DI WA MAIN �\\ ww +oc o ci o + 1 F 12" SD IE 12 - 6.25 S 1.949 IE 12�N)= 76.15 IE 12 E)- CB65, T E 1- 65 IE 6"W =76.78 RIM= 74.01 65 IE(12V) 1-99-71.06 60 75 SSMH10 193 „ --____ -� _ _ ONN.__TO EXI 60 Ll - IE(S)- 62.81 O 1 L CONTRACTOR TO IE(W)= 62.88 S_ 13 VERIFY LOCATION IE(N)= 62.68 0.0,3 6��0 AND DEPTH. I 55 0 55 S\�� Sp 18L IM=6�8rr66.08 C861, TYPE 1 CB115, TYPE 1 g 12,E 5 CB130,1 W� -- `'' 06D LID RIM=�9-��79.40 RIM=6$�1-68.95 IE(12 SW)G=n66.l95 66.02 0 S 0 IE(12" -$'$ 28 50 IE 6"E)=76.87 1 04% IE(12"S 2 50 CB120, TYPE 1 CB12 TYPE 1 EXIST. CB 6, T PE 11 48 " RIM=65-5-5r65.42 RIM- 65.46 RIM=67.31 EXIST. GRADE AT ROADWAY (TYP.) IE(12"W)--6�--8 61. IE(12" )=6� 6r�61.5 IE(18'E)=61. IE(12'N)-62. 1 3 IE(121NE)-6!.e5-61. 5 IE(12" )-61.65 61.5 45 I r FINISH GRA E AT ROADW, Y 12 (TYP.) IE(6"E)-62.55 61.82 IE(6" )=62.15-62.11 IE(18"W)=6 L 2 45 n oI� �',CN �,N �,00 r\ �'Ui N ' N'� GO r 00 00 00 96+40 96+80 97+20 C P _'wi CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 97+60 O C4 �'00 N'00 �,�0 �,cLOo 0i C6 O' to �. 98+00 98+40 98+80 99+20 99+60 100+00 ROAD A 100+40 �v'ylNAL THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. CONSTRUCTION NOTES )REMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN. OAPPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRI VEWA Y TABLE THIS SHEET FOR LOCATIONS AND WIDTH. Q-)MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. 0GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR 21 SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012 @ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 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 COR 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 BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. 0 5 10 VERT. IN FEET T-393403 0 20 40 HORIZ. IN FEET R-393414 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS S _F 1`20' HORIZONTAVERTICL: NADU1988 1983/1991 DATUM c C TY 0 RENTON ' Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE DAZE: 5/1 /18 1 CB60 AND CB61 RELOCATION BHB 8/10/18 JBS DESIGNED: BRYCE BESSETTE L RECORD DRAWINGS MRL 1 9 19 JBS PAGE: OOK: PAGE: DRAWN: JOE AMARO ONE INCH DRAWING NO: C3.03 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION B Y DATE AP P R I APPROVED: SHEET: OF: 14 48 TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 co KEYMAP I CNOT1391501 OTOP1391501 OILUM1391501 0 W I- i W W J Q N z W d / a, a, sz �w �J �W CD W 00 J J Q oY / U U O A L a cu J� Lv �O cu a Q U w N STA 45+9926, 22.50' T . STA 45+99.26, 18.00' T 11 :8)@BEGIN vv T v, - _ - - - 'EXIST. STRIPING 010, TYPE 1 ST . , ' RT -_ W W A7+49.82, 1 Z 11 W hF'J vr1. CB5, TYPE 1 46+02.25 17.33' STA 45+79.26, 1�.00' T STA ' RT 47+0 2 nn BEGIN - - 'WBEGIN owl WWII ROW CJ. -r i I� OAENISPACETRACT V. - - - - - - - - - - INT 50+00.03 LAKE WASHINGTON BLVD - -- -------- --- WN. OF S W-114 -OF_NW-114 OF SE_C � TWP 241Vy R5E W M, - _ _ _ , = 38+12.07 N 40TH _STREET _ - _ CONSTRUCTION NOTES CB20, TYPE -1 - - - STA 'RT - - - -- OAND REMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK - 49+84.30, 17.98' - - STA 38+35.21, 18.11' T 5 SUITABLE BACKFILL. _ ROW CB15, TYPE 1 STA 49+77.00, 10.37' fi W\ W W WST>A9+0�4 � 1727; RT W W END _ - - O SAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. GAS �i+� - - PAVEMENT SECTION TO MATCH EXIST. SAKE WASHINGTON BLVD NORTH 49+00 O LUMINAIRE PER ILLUMINATION PLAN. N39°49 6 E 48+00 50 0 � F :, 4O APPROX. LIMIT OF GRADING. O TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. 17779 5 F-40.15-03. _ ---sue __ ---- -SEEM- --- 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. - - - UTOE - 0 -- -- - -- - - - - H031. 7 CEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER i - 5 8 PLAN. 5 I ate o O TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. as-aa ==ate -- as - • PLAN 101. 4.5' ROW DEDICATION 19 21 C8145,_ TYPE II-48 SOLID LI • m SEE SHT. C3.05 - - ° 10 TYP. �E= (� • m 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, IE=56.0 o TOP 59.0 - - - _�, -- �0_-TOP 60.0 - - °� \ <6 TOE 53.0 -° TOE 54.0<6� _ APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. 7.5' PRI TF_ __ \ 6'�i \ � CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 SD ES \ - - - - - � o MON ME C \ 12 AND 104.3. REFER TO DRI VEWAY TABLE THIS SHEET FOR BPE-62.0 �� g LOCATIONS AND WIDTH. �- - MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 13 SEE C3.07 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. G GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. J z N EXIST. GRADE 55 ROADWAY �, 55 .... _ O z - - - - - - - - - - - - - - - - - - - - - - - - 0 Q) pp 50 - - - _ _ _ + 4 00 50 0 148LF 12" SD - - _ - - --_-_---------- ----------__ z 0 151LF 12" SD S=9-7$3o 0.839 O 84LF 12" Sp 45 S= 45 CB5, TYPE 1 1.19% RIM-51.%5 51.60 S-3o IE(12"NE)=-k8fi57-48.40 LJ 1.05% IE(6"SE)=48-&6 48.65 CB 0, TYPE 1 RI = 50.72 40 IE( 2 SW)=-f 7-. 86-47.17 40 IE( 2 E)=47-.-99-4712 .. ....... _ CB15, TYPE 1 C820, TYPE 1 IE( " E)=8 4732 RIM--48-9-748.88 RIM=8-35 48.18 --- -k3322---44 -, 7IEE(1122 -Q - -- - - -- - - -_ I ------------------- � -----=--------- 1 -4EP2-NE) Orr - SE�=- 44.23-35 - - E( ) 45.38 35 ............... .................... 35 30 FEXIST GRADE AT ROADWAY (TYP..) 30 QO QO _n' LO L' P' Ln LO V) 14-' <t <t `I d d <t 45+60 46+00 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItanIts, com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 46+40 46+80 47+20 47+60 48+00 LAKE WASHINGTON BLVD CURB RETURN TABLE NO. RADIUS L A TBC LOCATION TBC ELEV. O25.0' 22.4' 5120'43" PC=49+79.32, 18.00' RT 48.16 412=49+90.15, 20.47' RT 48.55 PT=38+32.71, 18.00' RT 48.94 48+40 48+80 49+20 NORTH 40TH STREET 1 2 13 17 16 15 14 KEYMAP CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE /� C� C� 1988 STEPHEN PHILLIPS PLS VERTICAL: NAVD 83/1 RECORD DRAWINGS MRL /9/19 JBS 1 -20 HORIZONTAL: NAD 1983�1991 DESIGNED: - BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH DATU M CHECKED: AT FULL SCALE JAMIE B. SCHROEDER, PE IF NOT ONE INCH N 0. REVISION - i" DATE AP P R APPROVED: SCALE ACCORDINGLY 49+60 50+00 a StIff- vS ZONAL �N. • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. R C TY OF RENTON %197 Planning/Building/Public Works Dept. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. SMUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. SCONN. TO EXIST. CB. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 0 204.30. REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR @SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. O22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. O23 ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 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. J. 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 COR 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 BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. N 0 5 10 VERT. IN FEET 0 20 40 T-393404 HORIZ. IN FEET R-393415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 1i I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: DRAWING N0: N C3.04 Z W 111E--. OF: 15 48 ( ) TBLOCK CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 co CUWS1391501 KEYMAP C) OTOP1391501 OILUM1391501 U-1 I- 42 U-1 Lii a J Q N Z LU m 75 In CD U d / sz / 3pq J �W LL CD W 00 J / Q J Q CD / U U o s Q� /(y) �� 4g, Lv �CD cu a Q \ u z U w �"L I. UN C;,S. 7 UL SEE C3.07 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. JJT JV.JJ� J.1 / tzn)An �nrlAF7 ......... ........ ........ ..... ..... .... ..,....... EXIST. GRADE ....... . ......... ... . . ROADWAY .. .. . .. y .. y . ... ... . . . . . . �.. y >- . . . . . i . . . . . ........... i.......... 75 ....i ....... .. i : y �y . y .. -_ ....may _ :. . 75 i �. .!y ... . . . . . . . . . . . . . . is.y y i i i i �,. ..... 70 ! .. EXIST 12" y. 70 �........ y / . . . . i �.. WA MAIN �.. . . . . . . . . . . . . . iy is ,.y�. y .�. .. �.y....... ... ... ... ... ........ ........ y y iy. is is .� . y . ii . : ..: : �. . 65 y. ,y y� 65 ................. -.. ...... J i yy ii �/ �.� �i. . . . . . . ii j y: i . . . . . . . . . . . . . . .. .. .. .. . y! E i ce. . . . . . . . . . . .i�.�.!/ . . . . . . . . .. ... ... ... ... . . . ... ... y��I.yI// X j.�: . . . . . . . . . . . . . . . . . .� ... 60 . . . . . . . . . . i ...... y i i. .y. . 60 . . . . . y jy �. . . . . . i i. . . . . . . . . . . .. y . . r� y y.! . i. . ......... ....... y ....... y �y .�, y �. y .�. 0 .�. ......... ........ ........ .... . ........ ........ ........ ........ ........ ........ 55 y!� 88 LS i,' ' O ......... ...... ..... ........ ...... ..... ........ ...... 55 y y y � � 49LF 12'ySD y y i r �� '� EXIST. CB 6, TYPE II 48" y ' ! / � �.� . .. i. RIM-67.31 nca FAS'_fi y y. i i IE(18"E)=61.41 . 50 0 _ � �'_ ( IE 18"W) 61.12 50 z(n LJy �' y y ii i . .. .. .. .. i 5, TYPE 1, SOLID LID 45 �_ y / i RIM=55-38-55.47 3 45 1E(12 E)=5!.88-52.01 CB130, TYPE II-48", SOLID LID _ , -� IE(12"SW)-51-88 51.91 RIM=6 65.37 IE(12"W)=56.19-56.22 IE(12"S)-5fr1-8-56.32 40 CB140, TYPE 11-48" SOLID LID 40 RIM=54.96 EXIST. C TX L� 2-48" IE(12"S)=51.196-51.00 , IE(12"NE)-:51-6e51.00 RIM=4 5 1E(18'SW)=41:95 IE(18"W)=69.69-50.50 IE(24'NW)-41.45 IE(6"SE)=.54T5�51.78 35 35 IE(18"SE)=43.34 EXIST. CB 5, TYPE II 48" RIM=51.43 EXIST. GRADE'ELEV. IE(18'E)=45.69 AT ROADWAY (TYP.) IE(18'NW)-45.54 30 30 � N N Ln00 co Ln c co' 38+00 38+40 38+80 39+20 39+60 40+00 40+40 40+80 41 +20 41 +60 1 NORTH 40TH STREET CP --w-1 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItanIts, com ;ht 0 2019 CPH Consultants, LLC. All Rights Reserved. 0 5 10 VERT. IN FEET 0 20 40 HORIZ. IN FEET CONSTRUCTION NOTES OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. O3 LUMINAIRE PER ILLUMINATION PLAN. 4O APPROX. LIMIT OF GRADING. OTYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DETT, F- 40.15- 03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. Og TYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 12 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. 0GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 14 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 20 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR @SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. 23 ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 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. J. 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 COR 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 BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. NORTH 40TH STREET 9 ~ 17 3 2 10 16 1 W 5� 4 11 Q P � S C 5 12 15 Q oe 7 wA5 �P � � .� 6 8 13 14 a �lT� T-393405 KEYMAP R-393416 37610 wq w� ScISTS �Gti' IN COMPLIANCE WITH CITY OF RENTON STANDARDS ZONAL 1 • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. CITY OE RENTON PERMIT SUBMITTAL BHB 5�1�18 JBS SURVE ED: STEPHEN PHILLIPS PL`_ _E 1"=20' 1988 HORIZONAVERTICLNADD1983/1991 DATUM C T� O� VRENTON ' Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE DAZE: 5/1/18 RECORD DRAWINGS MRE 1/9/19 JBS DESIGNED: BRYCE BESSETTE FIELDBOOK PAGE: DRAWN: JOE AMARo ONE INCH DRAWING NO: C3.05 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION -". i" DATE AP P R APPROVED: E-: OF: 16 48 TBLOCK CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 co CUWS1391501 KEYMAP O OTOP1391501 OILUM1391501 0 U-1 I- i L1J Lii J Q N z LU m 75 CD U / m O d / sz 3J/pq 3:W CD W 00 J / Q J Q CD / U U O C L a (y) / ('") �� 4g, Lv �CD cu a Q U w U / (y) C z ct�W UR CC INT 60+00.00 AR AVE N = 42+81.52 N H STREET I I � I \ p(DZ 00oo Q Q) II N N \ 'b�ww / I z do OP \ PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. 00 o 00 N_N_ m�ww cn ��__ o o cn 3:dc 0 d0 5 �' d0�0 - d0 - - d - - - - -U- 0 d0 t�dO -- ---- v M� ; � - gin- i �1 1I d0 B200, Contech CB - - "v"I i -- M _ M - nn M ' -� -i M as 1 19 STA ' RT CB205 TYPE�I--48" �_ M M 60+48.80, 17.33' i I I i ROW � STA ' RT 1 .��l�2:� , - -- - --- _=--_---_--_-_-----_� __- --- 61+86.11, 16.14'---- - ---- +0� PARI�(AVENUE N R sb� sd� - RT 63+00 ------ _------------ - SS SS - U 99 - �, 11, ya ui COLLECTOR - » ---- - _ - Q -} �- SS EXIST _�2 -S -- �S ( )_ _ CB210, (TYPE II-48 S S ,' RTT ---- -- - - _ - - `-� -_ -� - 16.31 0 - -- ���•�11 a ocy 0 7IE=1 . 10 100LF as aa- as -aa 7' ROW DEDICATION 17 8, 955 SF ON ON \y N a 16 I E= i69.6 7,580 SF 108.4 1 n-r V , I----------- aaaaaa &10 aN IE=112.5 15 72LF c 7,580 SF BPE115.5 114 A A!1 d0 (IS d0 c0 - aS aS r77'-- M M SVLD SVO 64+00 EXIST. 12" SD SS ROW; - - IE=116.0 14 7, 586 SF � - OQ BPE=119.0 - -- // O: 60+00 60+40 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.GohconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 60+80 61 +20 61+60 62+00 62+40 62+80 63+20 63+60 PARK AVE NORTH CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SCALE STEPHEN PHILLIPS. PLS 1 RECORD DRAWINGS MRL- 1 9 19 JBS DESIGNED: 1"=20' BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH N 0. REVISION -". i" DATE AP P R APPROVED: SCALE ACCORDINGLY CURB RETURN TABLE NO. RADIUS L d TBC LOCATION TBC ELEV. O25.0' 39.6' 90°40'53" PC=42+38.00, 18.00' RT 95.01 612=42+55.79, 25.43' RT 97.80 PT=60+43.52, 18.00' RT 100.59 DRIVEWAY TABLE LOT STATION, OFFSET WIDTH 14 63+14.81, 18+00' RT 16' 15 62+40.81, 18.00' RT 16' 16 61 +67.53, 18.00' RT 16' 17 60+94.80, 18.00' rt 16' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M N 0 5 10 VERT. IN FEET 0 20 40 HORIZ. IN FEET �v'ylNAL THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. CONSTRUCTION NOTES OREMOVE EXIST. CB. FILL VOID W/ 7" HMA OVER 6" CRUSHED ROCK AND SUITABLE BACKFILL. OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT, MIN. PAVEMENT SECTION TO MATCH EXIST. OLUMINAIRE PER ILLUMINATION PLAN. OAPPROX. LIMIT OF GRADING. D TYPE B PERPENDICULAR CURB RAMP PER WSDOT STD. DET. F-40.15-03. 6O 4" WHITE EDGE OF ROAD LINE PER COR STD. PLAN H008. OROADWAY SURVEY MONUMENT WITH CASE PER COR STD. PLAN NO. H031. OCEMENT CONC. SIDEWALK PER COR STD. PLAN 102. WIDTH PER PLAN. OTYP. CEMENT CONC. TRAFFIC CURB AND GUTTER PER COR STD. PLAN 101. 10 6" PVC ROOF DRAIN COLLECTION PIPE PER COR STD. PLAN 225.00, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN. 11 SINGLE DIRECTION CURB RAMP PER WSDOT STD. DET. F-40.16-03. @CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN 104.2 AND 104.3. REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND WIDTH. 13 MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION 0 BOX UNIT PER COR STD. PLAN H026. SEE NOTE 7 BELOW. GGROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 W/ STOP SIGN. 15 ABANDON EXIST. WATER SERVICE IN ACCORDANCE W/ CITY STANDARDS. 16 FIXED WOODEN BOLLARD PER COR STD. PLAN H022. 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. 18 MUTCD TYPE 4 END OF ROADWAY MARKER OM4-D. SIGN INSTALLATION PER COR STD. PLAN G012. 19 CONN. TO EXIST. CB. 0204.30.RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN REPLACE EXIST. RECTANGULAR VANED GRATE W/ RECTANGULAR 21 SOLID METAL COVER PER COR STD. PLAN 204.10. ADJUST TO FINISHED GRADE. 22 "NO PARKING ANYTIME" SIGN INSTALLED PER COR STD. PLAN G012. @ABANDON EXIST. CB. 24 TYPICAL PRIVATE ROOF DRAIN COLLECTION SYSTEM PER COR STD. PLAN 225.10 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 COR 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 BE PROVIDED AT ALL PUBLIC STREET INTERSECTIONS. 7. PROTECT EXIST. MAILBOXES. CONTRACTOR SHALL ENSURE CONTINUED ACCESS TO EXIST. MAILBOXES THROUGHOUT THE DURATION OF CONSTRUCTION. T-393406 R-393417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW C T Y O N VR RENTON ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS %197 ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE Planning/Building/Public Works Dept. W I W DATE: 5/1/18 Q J FIELDBOOK: PACE: DRAWING NO: N C3.06 Z S11E- oF: 17 48 /� (f) CONSTRUCTION NOTES TBLOCK CGRD1391501 CSIT1391501 OTOP1391501 CUSD1391501 OI LU M 1391501 C'7 co r 0 W i W W J Q N Z W Cn C631'0,- TYPE II-48" SOLID LID \ STA 203+92.16, 0.00' T AI F �4" \P I L I 4" 09 DRI VEWA Y 1.590 OSAWCUT REMOVE AND REPLACE EXIST. HMA PAVEMENT. MIN. PAVEMENT SECTION TO MATCH EXIST. O2 CONN. TO EXIST. CB. O3 REMOVE AND REPLACE EXIST. SD PIPE W/ 24" SD PIPE. IE'S PER PROFILE. O4 CONN. TO EXIST. SD PIPE. SEE NOTE 2. \PIPE INLET PROTECTION PER DET. ON SHTT, C3.106, GRADE AREA TO DRAIN TO LOW POINT. OCEMENT CONC. DRIVEWAY TYPE R1 PER COR STD. PLAN 104.1 AND 104.2. 0REPLACE CEMENT CONC. TRAFFIC CURB AND GUTTER TO NEAREST JOINT PER COR STD. PLAN 101. O8 REMOVABLE BOLLARD PER KING COUNTY ROAD STD. 5-011. NOTES: 1. CONTRACTOR SHALL REMOVE EXIST. 5LF DI EXTENSION FROM END I � I \ C676, TYPE\ > \ STA 14. PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. \ \ \ WATER MIN \ I • 1?� I 1.5 CURB AND GUTTER I \' 9 2' I 9' SEE C3.04 I � a I � i IR Jac - 4 � "B5, TYPE 2-4�" \ C, \ \ \ `\ \ \ ST 20 +83.11, 0.00'`LT \ — �L 8 4 4" HMA CLASS B O \ \ \ \ \ \ \ ll \ \ IE= 8.30 4" ATB 6" CONC. \ \ s EXIST. SD PIPE. �� \ \ \ 5 2" CSTC 4" CSBC r \ 81 NPE-48�SOLID LI 1SEE NOTE 1 \ 5" CSBC \ F 24 0 Spa 49 +8 8,'2�93'�� — __', SL3.97o \ \`� DRIVEWAY DETAIL 1 TYP. S \C820; TY 1 \ 14LF 12" SD S ,4 LT\ �S EXISTC 0 YPE 2-48 0059 NOT TO SCALE 49 8* 0, ' 98 \ — — _ i13295 \ \ \ STA 3+2-1.3 0.00 T STA 204+07.22, 7.81' LT y l v v S H 7964 \ vv IM 47.47'\� \ �\ EXIST. 24" SD PIPE so �8 �C\I C E 62 XOC ooA v 18" CODl/ XIST w STY E / 4 �OLID LID \ v v v v v CN N N N N �f N GO N �I � � OO O ai L l Oi �(3i � l ai N p O Lri rri N O co C(D 00 N co co 00 p Oi 200+40 200+80 201 +20 201 +60 202+00 202+40 202+80 203+20 203+60 204+00 W CALL BEFORE YOU DIG 1-800-424-5555 a z Copyright ©2019 CPH Consultants, LLC. All Rights Reserved. L w CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PL`_ -_E „ , 1 =20 HORIZONTAL: NAD°983�,99, DATUM o R C TY 0 F "R E N T O C • Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE DATE: 5/1/18 Q N z W (n RECORD DRAWINGS MRL 1/9/19 JBS DESIGNED: BRYCE BESSETTE FIELDBOOK: PAGE: DRAWN: JOE AMARo ONE INCH DRAWING NO: C3.07 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE mcB SCALE ACCORDINGLY N 0. REVISION C I DATE AP P R APPROVED: SEE- OF: 18 48 TBLOCK TBLOCK_COR TBLOCK CGRD1391501 i m LI J LLI V a J N Z LLI Cn 0) 75 CU M U CI) N N d / UI S Z_ � W CI PA �J �w Fa � cD Li cD O 1 /Q � J Q cD / U U 7- U7- OO av U :60-1 cD v CU a Q 'I, U LU CU INLET BAY w ALTERNATE PIPE LOCATION O I TRANSFER HOLE AND COVER J LL - -- - - - �X :C1 � g I SIT-1 �/4- "I",� � - ��- A- 77 _ STORMFILTER CARTRIDGE OUTLET BAY O I FILTRATION BAY L PLAN FRAME AND COVER (TYP OF 2) GRADE SEPARATION WALL RINGS/RISERS (TYP OF 2) /ice//�/i INLET PIPE - - STEPS WEIR WALL zo STORMFILTER� FLOW KIT OUTLET PIPE CARTRIDGE The Stormwacer Mar,agenMM StormFilter T CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com sht © 2019 CPH Consultants, LLC. All Rights Reserved. 3 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. STORMFILTER DESIGN NOTES • THE 8' x 11' PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. • THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET (AS SHOWN) OR RIGHT INLET CONFIGURATION. • ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27' 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' HEIGHT OF WEIR (W) 3.00' 2.25' 1.75' SPECIFIC FLOW RATE (gpmisf) 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf CARTRIDGE FLOW RATE (gpm) 22.5 18.79 11.25 15 12.53 7.5 10 8.35 5 PEAK FLOW RATE NOT TO EXCEED (cfs) 4.6 4.6 4.6 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORBO (PSORB) MEDIA ONLY FRAME AND COVER (DIAMETER VARIES) N.T.S. PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. SPECIFIC FLOW RATE SHALL BE 1, 1.67 OR 2 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 5. STRUCTURE SHALL MEET AASHTO #### LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. F. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. 30" FRAME AND COV LET 1 CONTRACTOR TO GROUT TO FINISHED GRADE CONTECH TO PROVIDE GRADE RING/RISER FIBERGLASS SEPARATION CYLINDER & INLET INLET 3 06" PVC (012" OPENING) INLET 1 012" PVC (016" OPENING) SECTIONS CONTAINING INTERNAL COMPONENTS ARE DELIVERED - MECHANICALLY ATTACHED OIL BAFFLE SEPARATION SCREEN SOLIDS STORAGE SUMP INLET 3 PLAN VIEW SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID WQ VAULT WATER QUALITY FLOW RATE (cfs) 0.206 PEAK FLOW RATE (cfs) 2.57 RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 9 CARTRIDGE FLOW RATE (gpm) 11.25 MEDIA TYPE (PERLITE, ZPG, PSORB) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE 49.50 PVC 18" OUTLET PIPE 46.00 PVC 18" INLET BAY RIM ELEVATION 53.5 FILTER BAY RIM ELEVATION 53.5 ANTI -FLOTATION BALLAST WIDTH HEIGHT N/A N/A NOTES/SPECIAL REQUIREMENTS: 14'-10"O.D. INLET 2 --I---- OUTLET 1 _ 018" PVC III (024" OPENING) I INLET 2 II I 012 f� I - 04'-10ys r� I(V I II Imo- ' (016" OPENING) PERMANENT POOL ELEV. o N PVC HYDRAULIC r? SHEAR PLATE 0 FIBERGLASS INLET, AND CYLINDER MATERIAL LIST (PROVIDED BY CONTECH) RIM ELEV_ = 56.50' ± TOP OF STRUCTURE ELEV. = 55.33' SEE HYDRAULIC SHEAR PLATE DETAIL ACCESS COVER CONCRETE COLLAR AND REBAR TO MEET a HS20 IF APPLICABLE BY CONTRACTOR d - LU 1 al °Ia l a N U) z VANED INLET GRATE d (SOLID COVER OPTIONAL) 2'4" 2'-4" INSIDE RIM INSIDE RIM 4'-8Y4" COLLAR OUTSIDE RIM PLAN VIEW 4'-4Y4' OPTIONAL SLOPED LID 2,_0„ 2,-4a • eJ io a. o STORMFILTER CARTRIDGE FILTRATION BAY INLET - Co PERMANENT OOL ELEVATION INLET STUB (OPTIONAL) CARTRIDGE SUPPORT C C FLOW KIT CATCHBASIN FOOT CLEANOUT B ACCESS PLUG (TYP. OF 4) ON WEIR WALL SECTION A -A The Sbimwakr Manapp„ant a� Storm Filter' CENTER OF COS STRUCTURE, SCREEN AND SUMP OPENING PVC HYDRAULIC SHEAR PLATE Qljl �75°� COUNT DESCRIPTION INSTALLED BY 1 FIBERGLASS INLET AND CYLINDER CONTECH 1 2400 micron, 2' O.D. x 1.67' SEP. SCREEN CONTECH 1 3/16 INCH PVC HYDRAULIC SHEAR PLATE * CONTECH 1 SEALANT FOR JOINTS (BY PRECASTER) CONTRACTOR 1 PLC GRADE RINGS/RISERS CONTRACTOR 1 030" x 4" FRAME &COVER, EJ#41600484, OR EQUIV. CONTRACTOR SITE DESIGN DATA WATER QUALITY FLOW 0.22 CFS RATE PEAK FLOW RATE 2.72 CFS RETURN PERIOD OF PEAK FLOW 100 YRS W p U Z_ N Q J co J m r- Q 0 LO��Of 1 � Z n UQO .. 6 J Z W Q W GENERALNOTES INLET PIPE 3 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. O fn INV. ELEV. = 51.50' 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH z >_ ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com INLET PIPE 2 3. COS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS U tJ_I li INV. ELEV. = 51.00' DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. Y O 4. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2', AND GROUNDWATER ELEVATION AT, OR LL INLET PIPE 1 BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS INV. ELEV. = 51.00' SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. IF REQUIRED, PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. OUTLET PIPE 1 REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. INV. ELEV. = 50.50' 6. COS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. J VI �We INSTALLATION NOTES Q 0 $*g A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. U B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE COS MANHOLE H d _ STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. Z w u D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL '4 A I. PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT 9 3 MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. Z W STRUCTURE WEIGHT DATE: 27/17 4/NED SCALE: APPROXIMATE HEAVIEST PICK = 6500 LBS. STRUCTURE IS DELIVERED IN 3 PIECES DESIGNED: MSG DRAWN: MSG MAX FOOTPRINT = 04'-10" CHECKED: APPROVED: OUTSIDE BOTTOM OUTSIDE BOTTOM CONTECH H2 XXX PROJECT No.: ---- SEQUENCE No.: CONTRACT LAYOUT1A 537436 20 DRAWING 2015-4-FGIS SHEET: 5801 / H2P74403 1 OF 1 CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SIGNED: PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, RE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION L DATE AP P R APPROVED: STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" 18" DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sfl 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf CARTRIDGE FLOW RATE (gpm) 22.5 1 18.79 1 11.25 15 1 12.53 1 7.5 15 1 12.53 1 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 INLET PERMANENT POOL LEVEL (A) 1'-0" 1'-0" 2'-0" OVERALL STRUCTURE HEIGHT (B) 4'-9" 3'-9" 4'-9" * 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB' (PSORB) MEDIA ONLY GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "0" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SFCB. 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY FLOATABLWINEER OF RECORD. Bh0XCTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES VIDE PERM/ TRAC R TO TAKE APPROPRIATE MEASLLW-AMFn%TECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. POOL ELEVATION (TYP. OF 41 FINISHED GRADE -111 I I1 I I I 11- �Illliilll_I11111 Q � FILTRATION BAY INLET INLET STUB (OPTIONAL) 2'-0" INSIDE 2'-0%z" OUTSIDE SECTION B-B vS ZONAL �N. i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. WEIR WALL = - 5" - 5" FLOW OUTLET STUB OUTLET PIPE FROM FLOWKIT CATCHBASIN FOOT (TYP. OF 4) 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTUREID 9B200 WATER QUALITY FLOW RATE cfs 0.01 PEAK FLOW RATE <1 cfs 0.28 RETURN PERIOD OF PEAK FLOW rs 100-YR CARTRIDGE HEIGHT 27", 18", 18" DEEP 18" CARTRIDGE FLOW RATE m 7.5 MEDIA TYPE PERLITE, ZPG, PSORB ZPG RIM ELEVATION 100.86 PIPE DATA: I I.E. IDIAMETER INLET STUB 96.75 12" OUTLET STUB 96.75 12" CONFIGURATION OUTLET ��OUTLET INLET INLET INLET INLET SLOPED LID YESXD SOLID COVER YES NOTES/SPECIAL REQUIREMENTS: R-393420 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VERTICAL: NAVD 1988' S E N ZA LA K E V I E W HORIZONTAL: HAD 1983 1991 C T Y 0 � R ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON DATUM ROADWAY GRADING AND DRAINAGE DETAILS Planning/Building/Public Works Dept. I LLJ DATE: 5/1/18 Q FIELDBOOK: PAGE: DRAWING NO: N C3.102 Z I S1EE- OF: 20 48 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co 0 Lu LU W a J N Z �U-1 d O O S Z_ � W � J �W (4- CD I W o O J / Q J Q CD / U U I --I �:T: OA L Q� U� w "CD (u a Q ", U w (U 6'0 MIN. ROOF DRAIN STUB WITH CLEANOUT, TYP LOT LINE, TYP. El HOU TYP. SE R PRIVATE ROOF DRAIN PUBLIC STORM SYSTEM COLLECTOR PIPE; PRIVATE STORM SEWER 6'!D MINN 3.00' MIN. BETWEEN CTR. OF PIPE AND R.O.W. 0.5%MIN. SLOPE, 2 FT. MIN. COVER CLEANOUT, TYPAT EVERY 90', CURB, SIDEWALK OR 2ND 45' BEND, AND AT 300 FT. MAX. SPACING ON STRAIGHT SECTIONS R.O.W. LINE PRIVATE JOINT UTILITY EASEMENT, ROOF DRAIN TO CONNECT INTO CITY CB, MIN. SIZE TYPE I 5' MIN. WIDTH NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YEAR PEAK FLOW. GtiZY p� TYPICAL ROOF DRAIN STD. PLAN - 225.00 1. PUBLIC WORKS COLLECTION STORM SYSTEM .B DEPARTMENT CIVIL PLANS "PgN,�p MARCH 2O08 .� r � O 3 Cn N C) o � � � M O Cf) M C z M z M 0 �:: F— M 0 M (n C C z z � _U)M D z 0 AAW H SEE COR STD. PLAN 129 FOR POST INSTALLATION DETAILS TYPICAL INSTALLATIO C P CONSULTANTS Site Planning 4 Civil Engineering Land Use Consulting 4 Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. BID ITEM (INCLUDES SIDEWALK RAIAPSI PLAN STRIP (T CCN RUCTION JOINT ) SEE NOTE J CEMENTCONCRETE B CURB GUTTER ;SEE NOTE 31 Yfi' CONTMCTION JOINT 1 Nfrlp 10 (SEE STD. PLAN 102) PLAN VIEW � .DIFFERENCE INSLOPE I.= - DRIVEWAY WI SITNE SLOPE (SLOPE SHOVM EXAGGERATEDI 1.5% • o a DRIVEWAY WI RELATIVE �/ A NEGATIVE SLOPE(SLOP SHOWN EXAGGERATED) CEMENT CONCRETE PLANTER STRIP (EENOTE3) (TYP) CEMENT CONCRETE DEPRESS ONOLIT I C SIDEWALK CURB JTTER ETAIL STD PLAN 101.2, TYPE R18 - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) For NOTES STD PLAN 104.2 t� STD. PLAN - 104.3 GAIN PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR VED: DEPARTMENT FNZO ENTRANCE - TYPE R'1 B elldI l 2 ATL fi' MIN"MINVARIES (SEE NOTE T 6' NIW. I.E.NOTE fi) (SEE NOTE B) 10 PAveD r DRIVEWAY REWIRED I 31R' EXPANSION JOINT (fYP.) 1.5 NOTES: 1. SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3" (IN) BORDER, DOUBLE SIDED. 2. SIGN BLADE SHALL BE 8" FLAT ALUMINUM, TREATED, 0.080 GAUGE. 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL. 4. LETTERING:SHALL BE CUT FROM 3M ELECTROCUT (EC) FILM SERIES 1170 OR APPROVEDPEQUAL. 5. FONT,;SHALL BE FHWA C2000EX UPPER AND LOWER CASE PER SECTION 2D.43 OF THE M U.T C.D. 6. POST SHALL BE MINIMUM OF 211X2" SQUARE TUBE. SEE STANDARD DETAIL 129 FOR INSTALLATION DETAILS. Gregg Zimmerman, Public Works Administrator 7-1/2" X 7-1/2" PRESSURE TREATED CEDAR POST--, 1/2" ® 45' CHAMFER ALL EDGES — (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER-_ CRUSHED SURFACING 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER 1 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W'-WIDTH OF SIDEWALK 1/2-X4- EXPANSION MATERIAL 1/4"R AT JOINTS CEM. CONC. CURB AND GUTTER SCORE LINES 1/2"X5" EXPANSION 1 4" FT. SLOPE MATERIAL CURB RETURN / / ONLY 1/2"R 1/4"/FT. SLOPE 1/2"R 4„ 1/2"R PAVEMENT AS PER PLANS 4" 1T PAVEMENT AS PER PLANS STANDARD CEM. GONG. PARKWAY STANDARD GEM. CURB AND GUTTER GONG. CURB AND GUTTER SECTION A -A SECTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS 0 JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/1C IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2- THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2-X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS 1/2-X4' EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4-) WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPE 'B' 1" ® 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND AD'O' ALVANIZED STEEL HASP FOR LOCK x6' STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL OR WITH 3/4" RADIUS ON 2 OPEN CORNERS NO PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"x3/6" JOINT MATERIAL 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME:H021 SP PAGE:H021 STANDARD OR VANED FRAME AND GRATE 1 \ \ L O I I I NLLJ � O U 10" X TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PLANS 3' 0- (TYPE 1L) T IS'T DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 2'-6" (TYPE 1) 5.5" r----I----- � i I W I I I I I I I >- I I I W I I I I � I I I - - - -------J 1'-2.5" GRA TE U OO TYPE 1 and TYPE 1L (OPEN CURB FACE) STANDARD OR VANED FRAME AND GRATE CB TYPE 2 X Y 1. D. 0. D. 48" 56" 111r 12" 54" 63" 14.5" 15" 60" 70" 18" 18" 72" 84" 24" 24" 96" 112" 37" 36" TYPE 2 3'-0" (TYPE 1L) I I J LL_I LLJ I I LLJ -� I I I o LuI If CN L ---I-J url /i 1L U 0 TYPE 1 and TYPE 1L SOLID 24" DIAM FRAME AND GRATE 1 1 I I I I I I I I / 1 / / / STANDARD OR VANED FRAME AND GRATE STANDARD OR VANED FRAME AND GRATE la IW 1 I I W O Q LLJ Z fr 10" NOTES. 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY 2. NORTHING AND EASTING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS J. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCATIONS SPECIFIED ON PLANS STRUCTURE PLACEMENT DETAIL NOT TO SCALE CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION - DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SC QV WAS 4' � 6 M 37610 .� CTSTS, �sSIONALis i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. AO R MY OF RENTON Planning/Building/Public Works Dept. REVERSE TYPE 2 (SEE NOTE 3) CB TYPE 2 Z I.D. 0. D. 48" 56" 2" 54" 63" 5.5" 60" 70" 9" 72" 84" 15" 96" 1 112" 28" LEGEND + = CENTER OF GRATE 9 = CENTER OF STRUCTURE FOC = FACE OF CURB T-393408 R-393421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I W DATE: 5/1/18 Q J FIELDBOOK: PAGE: DRAWING N0: N C3.103 Z s FE- OF: 21 48 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co I 0 0 W i LLU UJ a J Q N Z 'U vJJ J d / sz �J �W CD W 00 J / Q J oY / U U 7- L' � �:T: on L Q� U� Cr CD w CU a Q ", U LU CU ANY TIME 9 24" -- CD J MIN. Q C LR. In z mLLJ U z m UILL_LL Q 4„x4„ 0 „x4>, TOP OF CONIC. z z POST w Li'0ST SIDEWALK Q CA o e} '4 48 _ TOP OF GROUND _ _ CD CD w w I CD OR TOP OF CONIC. co 0 SIDEWALK s`• d V.1rzsCs a v CD DEPENDING ON SIZE OF I SIGN AND NUMBER OF N SIGNS ON POST (TYP.) IN POST BEHIND SIDEWALK POST WITHIN SIDEWALK NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. TYPICAL SIGN INSTALLATION DETAIL ADOPTED 0 0 O O O O O O O O O O O O O VI i r yr RCIV I VIV STANDARD PLANS LAST DATE: 06/04/2002 SP PAGE G012 2=7 "MAX. MIN. 5'-0" !A2 WIDTW y1I MOUNT ON FEDE5TAL PROV►DED WRN N.D.C. �.U. UNIT. 4. NJOTE5 I. IN5TALL.ATION OF N.D.C'5.U. INCLUDING CONSTIZUTION OF 5A-"?E WILL jE UVNE aY u.s. �osT�L. s�Qvlc�. QE1&45Q l-I000 DELIVER`( AMC) COLL F_c-noQ 50X UNIT CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com sht 0 2019 CPH Consultants, LLC. All Rights Reserved. U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation ADOPTED CITY OF RENTON _ + STANDARD PLANS LST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 e6a WIn1 L14�4 5,10e LKIYa^4ND _�, PLAN...---- � •,•Q.:. 82455 CAP O.C. �0q , / Ob-1-51 L 3"4.G CL.G i I 4'. ;.a.. I:;:;:,'.. .•.}++h-- GOMPAC ED ELEVO7--0/V I:;;; •': ;` ��'� SAND �SEGT/Uc/ _,� W FAcr1W NOTE: 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. ; 2. THE CASTINGS SHALL BE GRAY-!RON CASTINGS, ASTM DESIGNATION A-48, CLASS 40 THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL IJIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN OQNCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 1-05.3(1) FOR ADJUSTMENTS TO GRADE. 10'- 0" MAX. 1000, - 0" MAX. PULL POST - SPACED END OR CORNER POST TENSION WIRE 10' - 0" MAX (TYP) 1000' (FT) MAX. TENSION WIRE PULL POST I B LINE POST - SPACED BRACE TENSION TWMSTED SELVAGE I D I i I i . @ 10' (FT) MAX. : % POST WIRE (TYP.) TENSION WIRE ...... _e �J •�i�0.2•�ai•�.•J� ��•: ��. ��� .NJ ��D. O:II ....... � !i!i1C!•!•!4 `..... . ... Ki!•.::=y!J_•�et���4!�� d0��.!O_�P�O�� � ������.���J_�O�!•4!(l 10'-O-MAX END OR CORNER POST TENSION WIRE ff'O TENSION WIRE TYPE 3 500' - 0" MAX. TENSION WIRE 1(r-0r MAX CFYP_) I B LINE POST -SPACED BRACE KNUCKLED PULL POST I TENSION WIRE . STRETCHER BAR (TYP.) FABRIC BAND (TYP.) CONCRETE POST BASE (TYP.) Monument Case & Cover ADOPTED- �Y C•s> ' U~A CITY OF RENTON STANDARD PLANS LST DATE:1-Feb-89 DWG NAME: HR-04 SP PAGE: H031 TENSION WIR STRETCHER BAR (TYP.) NOTES HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (In) SPACED @ 24" (IN) MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension VVire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection E of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. CHAIN LINK -"• FENCE FABRIC TENSION WIRE iN 'POE CONCRETE POST FABRIC BAND WITH BASE (TYP.) CARRIAGE BOLT AND NUT - SPACED 15" (IN) MAX. PULL POST - SPACED HOG RINGS (TYP.) - @ 500' (FT) MAX. SPACED @ 24" (IN) MAX. TENSION HARE i- BRACE POST A . ilia a:.1 •• •M%a i.♦ oil i*02. ♦•.a•� ••.,• ♦•••III ��•:•••.WE �I:�•a �••..♦ � RN RYK • 3 112" POST AND RAIL SPECIFICATIONS 1 5rB" PIPE ROLL FORMED POST ^m NOM. SIZE (SCH. 40) SECTION WEIGHT I.D. (Ib/ft) FABRIC LOOP - 2 SIDES Y FENCE LINE Z END, CORNER OR PULL POST 211r DIAM. O 5.10 LINE OR BRACE POST 2- DIAM. OZ 1.85 TENSION WIRE CHAIN LINK " FENCE FABRIC CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0. REVISION - DATE APPR APPROVED: STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. 4 A.TRJ oV wasy��cy ,70 �O A 34363 'nF �01 SsfoNAL ECG Barry, Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:24 AM STATE DEIGN ENGINEER Wa,hingt n State Departm d of Transportation VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M TYPE 'A' PRESSURE TREATED 7-1/2" X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP 8c BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFER _0__ --CRUSHED SURFACING)-- __01 CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR 8c CONCRETE SURFACE. vSIONAL ���� 1is • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. ;RAOZ%C TY OF RENTON Planning/Building/Public Works Dept. TYPE 'B' 1" @ 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/2" 0 45" CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"x3/8" JOINT MATERIAL dCONCRETE SIDEWALK 16" �18" 6" 12" FIXED WOODEN BOLLARD ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME: H022 SP PAGE: H022 T-393409 R-393422 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I LLJ DATE: 5/1/18 Q J FIELDBOOK: PAGE: < DRAWING N0: N C3.104 Z CF: 22 48 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. co rn co 0 w w w a J N Z U-1 d 4- / N sz mJ �w L� o W 0 G7 O O 11 av Ur - CD LJ cu a Q � J w Cu EV TENSION BAND END OR CORNER (BRACE) POST DETAIL OA TIE WIRE - SPACED 14" (IN) MAX. (TYP.) TENSION HARE � HOG RING - SPACED @ 24" (IN) MAX. v ;v - p D BRACE POST DETAIL OC 'ENSION WIRE ,R TENSION WIRE TURNBUCKLE EYE BOLT TENSION N TENSION B TENSION WIRES TENSION BAND (TYP.) PULL POST (AT END OR CORNER) DETAIL O EYE BOLT EYE NUT � TURNBUCKLE TENSION WIRES U O k--J U O ` TENSION BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD :NSION WIRE FILE NAME SAID sin R P& SW-StandardaU-Plan Sheet Libra 102-PSL Work in Pro resslColb 1(FS-1.1) Chain Link Fence Type 3 & 41PS_FS-1.1.cIn BAT" BATE Washington State Department of Transportation Plot 2 Pux REF xO FS-1.1 TIME 8:35:00 AM O „"" FED.AID PROJ.NO. DATE 5`13/2015 WAS PLOTTED BY FletcCo DESIGNED BY JOB „UMBER 2 rx2raTa ENTERED BY CHECKED BY CONTRACT NO DO-- xD. PROD. ENDR. CHAIN LINK FENCE WITH EYE BOLTS REGIONAL ADM. REVISION DATE BY CONSTRUCTION NOTES: 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (1. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS.) TRANSPORTATION NOTES STD. PLAN— 135 ®� PUBLIC WORKS APPROVED: DEPARTMENT CPIT� CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com sht © 2019 CPH Consultants, LLC. All Rights Reserved. - / FACE OF CURB TOP OF ROADWAY - 1' - 6' CEMENT CONCRETE TRAFFIC CURB AND GUTTER — FACE OF ADJACENT CURB 6 1!2 �FLUSH WITH GUTTER I PAN AT SIDEWALK III, RAMP ENTRANCE 1:12 `- 1:24 TOP OF 1� /2^ R, ROADWAY D ICAD 1' - 6" ---- --) DEPRESSED CURB SECTION AT SIDEWALK RAMPS CEMENT CONCRETE 1/2" R. - -1 1" R SIDEWALK RAMP OR LANDING VARIES FROM [ - e 1. 'Jl8"-PREtyiOLDER "'- :IDINT FILL` ER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2" SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF l_ p• 1l2" R ROADWAY 2" a o P D to D D, •DC "D TO P DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 1/2" 1/2" R 1" R. FACE OF ADJACENT CURB 7- r TOP OF °II ROADWAY GUTTER SURFACE'7- 1, R. ° B 1t4 B • /1n RvD •, D CEMENT CONCRETE D ' . TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction jointspacing, 2. Not used. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD PLAN — 101 i { PUBLIC WORKS CEMENT CONCRETE CURBS PR EPEE = DEPARTMENT -_ 1 1 N i q- GrelidZimmerman. Public Works Administrate 91D ITEM (INCLUDES $IDEWALKIPAI ,. �- 6'MN ..1: VAR)ESISEENOTEi - ''a MIN EE . (SNOTE 8) TSYYlOTE`e1 1D LF OF PAVED DRIVEWAY REOUIRED 18' EXPANSION JOINT (TYP ( - I A{'AiErlT ISEE STO. PUN ts2) 1:ONGRETE 4 2 SEE NOTE IN I CONSTRUCTION JOINT RAMPIT I2NN .SEE NOTEI CEMENT CONCRETE SEOPE(1YR 1 CURB a GUTTER YYY (SEE NOTE 31 10'CBNTR(SEE CONTRACTION ISEE STO PLAN tB2) - PLAN VIEW VARIES- _ - — 9.3%MA% SEE NOIt'd I'IVPx 6'MIN 6'MIN. CEI,IENI CONCRETE 6'MIN. DEPRESSED CURB A GUTTER SIDEWALK - S/S' EXPANSION JOINT MR.) (SEE NOT'c]I SECTION O - [%E STD PbM! 102) - )12`A (TVP.1 � yam_. 510ElVA,N WITH_ �\ 10". OIFFEFENCE IN SLOPE RU.X,��' �-' `.ORNEWAYWI SnNESLOPE.(SLOPE SHOWN EXAGGERATED) ORI° SECTION O A�WPAa noREIAnNE -. CEMENT CONCRETE 510[WALN CEMENTCONCRETE CURB Is GUTTER ISEE NOTE 3) LI TES see STD. PLAN 104.2 ti�g O STD. PLAN - 104.1 • PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP VED: DEPARTMENT ENTRANCE - TYPE R1 Z� ATE I' 0" I, 0' ISEE CONTRACTI 12' IINI R. (TYP.) I DURBN€fi'iN4`k4D€D� iN.q(EYITY �pl`- 1 5 i 3Ef:ERAISED EDGE 38 (INLPREMOLDED 1'-0- SIQAk7T-E,[N4"-"THIS _ SHEET ---�.;IOIN1•••FILLER --- - ALL CUT MIN SLOPES (SEES - �.I!LBhR �P I '. �kT1�-RAISECIED�E'' o*e i - LlR9:NDT.INCLl1DED IN.B1fLl 6A 15% 9-1 3.' (INI PREMOLDEO-/,� JOINT FILLER FINISHED GRADE 1' (IN) BELOW _ "/ TOP OF CONCRETE SURFACE 2'-C, SIDEWALK ADJACENTTOCURB 1' 0` 1' 0' MIN. (SEE CONTRACT) I2" (IN) R. (TYP.) ROU DING 5°6 CURB NOT INCLUDED IN BID ITEM - Qw. •r'tti — BRIDGE OR PEDESTRIAN PREMOLDED WALLORBARRIER RAILING JOINT FILLER ADJACENT TO CURB (STEEP FI_L SLOPES) BARRIERTSE$ ...,-- COMRACTPLA1N5— SIDEWALK (SEE CONTRACT) 1NALL9R BARRIER :412 ,(IN) R (TYP ) D D��i elum:- - _haw l _ Tmr�p IA. VERTICAL WALL --'- r-3R pN)1xRMtl6DET) ►. a r-'E-1 SEE DETAIL `-JdHVTFBEFf_('tYP) ►' • • ► •li - .L-_f��J AD CURB AND RAIL1fJG OR WALL 3a-(IN) PREMOLDED _ JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (SEE NOTE 101 SIDEWALK ADJACENT TO WALL DETAIL u2' pNI R. 15% _ (TYP.) 1.SYe MIN CURB NOT INCLUDED IN BID ITEM - 6" • SP}�'-Y_.?:n ;; _'_ g� LEVEL 1 r' '2.. lit FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER_STRIP b ' m 1 IINI R ! ► • ! r :.� BROOMED FINISH •►• —1 4' WIDE. SMOOTH •U" TROWELED PERIMETER AAISE1�_t gEEEE L 1Z _ £kfEf�0 SICEY�A4K':TRAN$VER34E_ JOIN_�t.01t1Ci.UP�ISAfBEOrrrgGE' CEMENT CONCRETE CURB (CURB AND GUTTER SHOWNI NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. Paved surfaces must Comply with � w STD PLAN 102.1 as applicable. G 3I6" ?I I veI T01N' CONTRACTION JOINT Ij— `� / M SIDEWALK ONLY a •-.0 ,lea ► M►' ae EXPANSION JOINT IN BOTH I "! ".► T CURB AND SIDEWALK ( SEE STO PLAN 10111 • ': '.?gip O . B ► • ?� O •: F JOINT AND FINISH PREMED JOINT FILLER DETAIL v EXPANSION JOINT ©CONTRACTION JOINT Y . PLAN PUBLIC WORKS CEMENT CONCRETE PPRIED: - 102 'a DEPARTMENT SIDEWALK �IVTO A T E Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEIv PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO =I CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INS- SCALE ACG°ICI'';'-r N C REVISION L'{ ^.— AP P R APPROVED: ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER. 'AIN B; 3'MIN.—► PRIVATE, JOINT USE UTILITY 3 Bf III K 1 CLEAN -OUT WITH - PERMANENT CAP CATCH BASIN - AREA DRAIN 3 ATN- 2'MIN COVER'OVERI. COLLECTORLINE VARIES PLACE CLEANOUT AT 300' MAX. SPACE, AT 90" BENDS, EACH 2ND 45' BEND, SECTION B-M PIPE ENDS NOTE: MIN. PIPE SIZE 6"0 PIPE MATERIALS ALLOWED: PVC, LINED CPE, TRIPLE WALL POLYETHYLENE, DI (IF NEEDED FOR STRENGTH). CAP, AND WHERE CLEANOUT IS IN PAVEMENT; IRON RING & COVER PER IFCO #247 OR EQUIVALENT 45' BEND PERMANENT CAP OR CONNECT PIPE L 45' WYE TEE, CROSS, OR 45' WYE AT BENDS CLEAN -OUT DETAIL TEMPORARY CAP ON END OF ROOF DRAIN STUB, MARKED BY 2"x4" STAKE Y GtT O.n TYPICAL PRIVATE ROOF DRAIN STD. PLAN - 225.10 PUBLIC WORKS DEPARTMENT COLLECTION SYSTEM CROSS SECTION WOW M vSIONAL ���� 1 i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND Gregg Zimmerman, Public Works Administrator DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDEC BY THE CONTRACTOR. VERTICAL: NAVD 1988 I IORIZONTAC NAD 1983/1991 O T Y 0 F RENTON DATU M PlnnninC/Buildin7/Puhli W, F) T-393410 R-393423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING DRAINAGE AND DETAILS It DATE: FIELDBOOK, PAGE: DRAWING NO: N C3.105 Z w SHEET-. _= 23 (n TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. M I I UJ UJ W J N Z rW V J O) 75 ,,D 0 M U m _i CEMENT CONCRETE SIDEWALK DEPRESSED MONOLITHIC CURB 8 GUTTER (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint filler along the driveway lane lines (see std. plan 102). Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. 4. Not used. 5. The engineer will design all driveways to Include elevations at all points marked with symbol "X". All elevations are at the back of curb top on uphill side- 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see aid. plan 102) shall be spaced as shown in the corresponding Isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public Rights -of -Way of November 23, 2005 (PROWAG). 9 Curb returns for any Type C-MAX Driveway may be approved on aeI CONTRI1CTION JOINT am PLAN 102 CEMENT 0ONCRETE CURB d GUTTER (SEE NOTE 3) ax+e SEE oEPREUM CURB DETAIL ON THIS SHEET I r 1A•R TOPOF 1 i ROADWAY NOTE DPoVEWAYLONGITUDPULDVANSION JOINTS 94 LL W FULL DEPTH DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL FACE OF ADJACENT CURB \ -1" a case -by -case basis. - �1• R �-GUTTER SURFACE ! ' jt• RDI (1 D o 10. STREET STANDARDS = Renton Municipal Cade (RMC) • a p, Title IV Development Regulations • e e CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-5-060STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS =Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R--RAawentw, G-commerclal j L CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, J Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Corrifferd" REGULATIONS B-Sufrer(PlarfarVSft), Blank=loBurter PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PSROPLAND- 104.2 N i DEPARTMENT ENTRANCES - OTES AND DETAILS idAti?z ATF 24" m BOLT -DOWN SU o a DETAIL AND NO 2 1/2" DIA . HC LE zo' G _O_ p J o�0000 �O�G��QQO B TOP a 3 4�/4" SECTION OA Y 5' 3 1/2" 1 /z° �3/4" 3/4„ 5l8" 4" �-•-� -- 3/4" DIAM. HOLE 1 il2" 1/2" DIAM. HANDLE 5/8, \ IEC:FtaQM i'tf ',.'i BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION NOTES 1 Provide two slots in the cover that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. z. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4. For Frame details, see City of Renton Standard Plan 204.00. `�Y � � "� PUBLIC WORK$ RECTANGULAR SOLID STD. PLAN - 204.10 �Nzo� DEPARTMENT METAL COVER MARCH 2O08 ( NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landingand the WIDTH - 4' 0" MIN. - PEDESTRIAN CURB - SEE CONTRACT PLANS SEE NOTE 10 roadway must be contained within the width of the crosswalk markings. CURB RAMP 3/s" (IN) EXPANSION PEDESTRIAN CURB 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT - SEE STANDARD SEE NOTE 10 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS PLAN F-30.10 LANDING 4. DO not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING SIDEWALK - 3/8" (IN) EXPANSION JOINT -SEE � PEDESTRIAN CURB - anCES On any part Of the Curb Ramp Or Landing Or In the Depressed SEE NOTE 6 5' - 0" MIN. 3" R STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) 13 0 5'- 0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan A _ F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and 3 A * s^ R I I Pedestrian Curb details. * * iilllli' ' 1i `�' 5' - 0° MIN. 3" R. o 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See O SIDEWALK - _ � � � � Contract Plans for width and placement of sidewalk. y, •• � SEE NOTE 6 � � ••• 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURB AND GUTTER - CURB AND GUTTER - P 9 SEE NOTE 5 SEE NOTE 5 8, The Curb Ram length is not required to exceed 15 feet unless shown PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal o distance of 15 feet. o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard X Specifications 8-14. W LL 10. Pedestrian Curb may be omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb Z 15' - 0" MAX SEE STANDARD PLAN F-45.10 15'- 0" MAX (TYP. 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK - SIDEWALK - - SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 * * TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR ROADWAY �� * ; * DESIGN/FORMWORK (2% MAX.) i * * 7.5% OR FLATTER RECOMMENDED FOR CURB RAMP } LANDING DEPRESSED CURB AND GUTTER DESIGN/FORMWORK (8.3% MAX.) CURB RAMP SEE NOTE 7 ►�,u,� �� _ SEE STANDARD PLAN F-10.12 CURB RAMP LANDING V 1 1 SECTION O SECTION O 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRE- r, - W LIMIT - V (IN) RADIUS CORNER PEDESTRIAN CURB - 90° ANGLE - RADIUS MAY VARY ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE II 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 II Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com Iht © 2019 CPH Consultants, LLC. All Rights Reserved. DETAIL O TYPE SINGLE DIRECTION DETECTABLE WARNING SURFACE -SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 5 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT N0. pP WAS28680 y7Nc ®��r �F01 S T ER�� ss70NA1, �`yG JunZclg ,Scott Jun 24 2016 721 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �er, Jeff Ju, 29 Jun 29 2016 229 PM _ STATE DESIGN ENGINEER Washington State DepaHment of Transportation CITY Or RENTON PERMIT SUBMITTAL RECORD DRAWINGS REVISION ALIGN LOCKING TAB 1. REMOVABLE BOLLARD ASSEMBLY AND BASE SLEEVE ASSEMBLY PARALLEL WITH DIRECTION PARTS ARE DESIGNED, MANUFACTURED AND PROVIDED BY KING DIRECTION OF TRAVEL DIRECTION OF TRAVEL OF TRAVEL COUNTY PARKS OPERATIONS. o 0 2. PVC DRAIN PIPES ARE TO BE PROVIDED BY THE CONTRACTOR. INSTALLATION OF ALL PARTS SHALL BE PERFORMED BY THE CONTRACTOR. ALIGN LOCKING TAB PARALLEL WITH 2 3. GRAVEL BACKFILL FOR DRAINS SHALL CONFORM TO WSDOT STD. DIRECTION OF TRAVEL - DOT GRADE SPEC. 9-03.12(4). RETROREFLECTOR REMOVABLE BOLLARD TO BE - TAPE, RED, ALL 4 SIDES 4. CONCRETE SHALL ACHIEVE A 28-DAY STRENGTH OF 3000 PSI PROVIDED BY KING COUNTY, I MINIMUM. INSTALLED BY CONTRACTOR I I 5. ALL WELDS SHALL CONFORM TO THE REQUIREMENTS OF AWS DLA. HSS 4x4x3/16 ASTM A500, I I WLDING SHALL BE PERFORMED BY AWS/WABO CERTIFIED WELDERS POWDER COAT WHITE I 6 DOT GRADE QUALIFIED FOR WELDS USING THE APPROVED ELECTRODES. RETROREFLECTOR J TAPE, WHITE, ALL SLOPE TO DRAIN AWAY iv 4 SIDES FROM POST, 2% MAX (TYP.) BASE SLEEVE ASSEMBLY TO BE PROVIDED BY KING FINISHED GRADE COUNTY, INSTALLED BY CONTRACTOR -2,BOLLARD MARKING DETAIL �3-\NOTES NOT TO SCALE Ll ° // e < ISOMETRIC 3000 PSI MIN. SLOPE CONCRETE a /j CONCRETE 2% MAX AWAY FROM b BOLLARD AS SHOWN #5 REBAR 4 jT\ `' PLACES, WELDE D �° \\\ \ SLEEVE TOP H WITH FLUSH HSS 5x5x3/16 ASTM A500 GALV. (BASE 3000 PSI MIN. TO HSS 5x5x1/4 \\\� SLEEVE BASE ADJACENT CONCRETE HST 5x5 SUPPORT SLEEVE) CONCRETE SECTION (BY KING COUNTY) /\ \T ASTM 00 (GALV.).) BASE BOTTOM HSS 4x4x3/16 PLATE co ASTM A500 (BOLLARD) GRAVEL BACKFILL FOR DNS PER1 STD #5 REBAR AT 4 LOCATIONS, TYP 1/8 � WSDOT SPEC jT WELDED TO HSS HSS 5x5x3/16 9-03.12(4) 5x5 BASE SECTION DRAIN T 2" PVC DRAIN PIPE, ASTM A500 GALV. I (BASE SUPPORT HOLES W/ 2" PVC INSTALL FLUSH WITH UNDISTURBED PIPE, DAYLIGHT BOTTOM OF BASE SLEEVE) Y SUB -GRADE INTO GRAVEL SUPPORT SLEEVE BACKFILL FOR GUIDE PLATES 1'-0" DRAINS ALLOW ONE WEEK MINIMUM FOR CONCRETE TO CURE PRIOR TO POST INSTALLATION /T1 REMOVABLE BOLLARD REMOVABLE BOLLARD EMBEDMENT BOLLARD BASE DRAINS t-61 REMOVABLE BOLLARD ELEVATION 3/4" = 1'-0" ELEVATION 1/2" = 1'-0" ISOMETRIC NOT TO SCALE PLAN 2" = 1'-0" REMOVABLE BOLLARD DWG # 5-011 King County LQ APPROVED FOR PUBLICATION ENG/ARCH APPROVAL: DATE DATE ISSUED 2018-06-21 SHEET # OPERATIONS APPROVAL: DATE DATE REVISED - Department of Natural Resources &Parks 1 1 OF NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT VERSION 2018-1 KEVIN BROWN, DIRECTOR DATE Parks &Recreation Division 1 REVISIONS OR ADDITIONS MAY OCCUR TO STANDARD DETAILS AT ANY POINT IN TIME. VERIFICATION OF COMPLIANCE WITH CURRENT REGULATIONS AND CODES IS SOLELY THE RESPONSIBILITY OF THE DESIGNER OR ENGINEER. a MOIL [] J a z 0 O OUTFACE TO STREAM 0 DUMP NO POLLUTANTS) TOP 24" 4EQUAL SPACES 4EQUAL SPACES N SECTION \ SLOT - SEE DETAIL AND NOTE 1 J NOTES SECTION O r � BOLT -DOWN SLOT DETAIL SEE NOTE 1 Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies ISOMETRIC among different manufacturers. z. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ��g O STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL DEPARTMENT VANED GRATE ��N Cp2 MARCH 2O08 B C _.. ,� B SURVEYED: STEPHEN PHILLIPS PLS SCALE: J BS DESIGNED: BRYCE BESSETTE DRAWN JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DA APPR APPROVED VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M �S 4 W. 'r4 O tF MIN. MIN. SECTION FLO QUARRY SPALLS� PLAN t QUARRY SPALLS MATERIALS PER WSDOT 9-13.6 PIPE INLET PROTECTION T-393411 cn ` iv dJF 37610 .t�SSCONA E�G1�`' THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. NOT TO SCALE R-393424 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW L-_J TY TT U T r , U ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ' ROADWAY GRADING DRAINAGE AND DETAILS Plannin< �Buildin- �Pubhc Works ON ON LU DATE: 5/1//18 Q FIELDBOOK: PnGF- Q DRA SING Ni: N C3.106 Z I I SHEET: 0F: r- J 24 48 IV ) TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. ROW co M CM 0 W I- W W Q VJ` N Z rW V J d / O N S Z � W /Pq �J � W Q � CD W CD 0 J /Q J Q CD / U U ru O A L av / DO �� - CD v Cu a Q \ U w cU CPIu OR 5" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION s #3 BAR EACH CORNEF #3 BAR EACH SIDE f!Y PAD Far:4 PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance With Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ~� + � � PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 ,A DEPARTMENT MARCH 2O08 LANDING GRADE BREAK SEE CONTRACT PLANS -" 4'- W MIN. CEMENT CONCRETE SIDEWALK -- SEE NOTE 5 FLARE (TYP.) i 3/8" EXPANSION JOINT (TYP.) -SEE STANDARD PLAJN F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER " SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE NOTE 4 (\ FACE OF CURB SEE STANDARD PLAN F-45.10 FACE OF CURB MEASURED PARALLEL _ DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE SLOPE TREATMENT SEE STANDARD PLAN F-30.10 A CURB RAMP WIDTH N - W MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - * 4'- 0" MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I v, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - E EEici:c SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - a CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) io HANDHOLD N RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP 48'. W. 80". 7Y, 84" OR M" MORTAR (TYP.) STEPS OR LADDER iv gREINFORCING STEEL (TYP.) �? tv 72" GRAVEL BACKFILL FOR PIPE ZONE BEDDING T SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "Cr RING tr �' GRAVEL BACKFI LL FOR 8= PIPE ZONE BEDDING SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL in2 /R. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8• 0.23 0.15 Sq• 4.5" 8" 42' 8" 0.19 0.19 so. 5• 8• 48' 8" 0.25 0.25 72• 8" 8• 60• 12" 0.35 0.24 aq• 8" 12" 72" 12• 0.39 0.29 gg• e" 12" 84" 1z• 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All rede rin s risers and castin s shall be set in mortar in accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSO SOLID WALL PVC(A)PVC PROFILE WALL Q3 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60. 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" M. 36" 48" 96" 1 60" 1 72" 1 60• 1 36" 1 48" g 9 g (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) Standard Specification 9-04.3. (D (Std. spec. 9-05.12(1)) T (Std. Spec. 9-05.12(2)) ti Y G PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 ,I, DEPARTMENT MARCH 2O08 A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked Crosswalks, the connection between the curb ramp and the road - WIDTH G TO MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break \ GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- antes on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * MIN. PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. I TO CURB RAMP DEPTH " (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I I Contract Plans for width and placement of sidewalk. V, ,, 1I 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian V, Curb, or Sidewalks. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing Over a horizontal distance of 15 feet. DO not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4- 0" MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK � 5.0% MAX. *� -� TOP OF ROADWAY 1 C p I LANDING CURB RAMP ` o DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F.45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management ® CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) * * * 95%OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT CITY OF RENTON PERMIT SUBMITTAL RECORD DRAWINGS NO. I REVISION '_ pF WAsy7Nc �tA ®� 61 I S IONrAL t / Zeller, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff ��^""""'Y• Jun Z42111fi 2.2K I'M STATE DESIGN ENGINEER Washington State Department of Transportation Go B / ? J B SURVEYED: STEPHEN PHILLIPS PLS SCALE: J BS DESIGNED: BRYCE BESSETTE DRAWN JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: I,ilC71��1�� SERVICE CABINET, 2' SEE ILLUMINATION PLANS -r PLANTER SIDEWALK \�/\\//j �\/� /// /\ \\ SERVICE CABINET FOUNDATION, SEE ILLUMINATION PLANS SIDEWALK, LIGHTING, AND WALL SECTION II119LIIIt•'I �.� ��'��� rr.'r�J SIDEWALK, LIGHTING, AND WALL SECTION WAS F 37610 wq w� .CONA E t�SS�G,ti�`' i THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y 0 RENTON DATU M Planning/Building/Public Works Dept. I 4' FINISH GRADE 2" WALL DRAIN �I f� 1' T-393412 R-393425 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS I LU DATE: 5/1/18 Q FIELDBOOK: J PAGE: < DRAWING NO: N C3.107 I IZ SHEET: 0F: r--r-+ 25 48 1, Ij;) TBLOCK CGRD1391501 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. C'7 co 0 W I- 42 W LLJ a J Q N Z LU Cn m 75 GO 0 U / m d sz � J � W Fa � CD L,J CD p J / Q J Q CD Y / U oA Q LO / M J LOT 9 - TIERED WALL SECTION NOT TO SCALE LOT 10 - TIERED WALL SECTION NOT TO SCALE CP T CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. 0 1 2 VERT. IN FEET 0 1 2 HORIZ. IN FEET il THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL ENGINEERING GROUP AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. T-393413 R-393426 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CITY OE RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYE°: STEPHEN PHILLIPS PLS SCALE:DAI VERTICAL, NAD isaissi VERTICAL: NAVD ,3/ DATUM o O TY 0 • RENTON Planning/Building/Public Works Dept. SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ROADWAY GRADING AND DRAINAGE DETAILS E. 5/1 /18 RECORD DRAWINGS MRL 3/1 1/19 JBS DESIGNED: BRYCE BESSETTE PAGE:FIELDOOK: PAGE: DRAWN: JOE AMARO ONE INCH DRAWING NO: C3.108 CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION L DATE AP P R APPROVED: S1EE- OF: 26 48 CONTECH CONTRACT DRAWING OTOP1391501 CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 TBLOCK 17193-CC-ASBU I LT CU C'7 C'7 I Fam ►i W W Q J Q N Z W d / sz 3/pq J 3:W CD W 00 J / Q J Q CD / U u z U o A s a UD /(y) u g, 50 w � cu a Q \ u w u K-190111 5.3'-j W W TYPICAL RAMP DET. N 40TH STREET o-r W_-7n _--7 P C=65, 44 I ss I I i I I ao� 6 O 4. i Q W TYPICAL RAMP DET. 1` Ilk CP T-4 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. TYPICAL RAMP DET. TYPICAL RAMP DET. 1/1 qo/wA I A J-I ■ >>.o7. N 40TH STREET —as-7—aS- —as as —�< as — — as PT C=62.83 4/4 E=63.76 Cn % 4/21 E=64.70 --------- h to 0 I TYPICAL RAMP DET. Se WAS 37610 .t�SSCONA E�G1�`' THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. 0 7 3414 C=65!63 I-7d PC E=6$.40 N T-393414 0 10 20 PLAN IN FEET R-393427 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5�1�18 JBS SURVEYED SCALE: DAIE: CONSULTANTS VERTICAL NAVD 83/1 SENZA LAKEVIEW 5/1/18 STEPHEN PHLLPS PLS HORIZONTAL: NAD 1983�1991 1 SPOT ELEVATION REV. BHB 9/27/18 JBS DESIGNED: pR CTY 0F Site Plannin • Civil En ineerin BRYCE BESSETTE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: g g g RAMP REVISIONS MRE 1�17�19 JBS Land Use Consulting • Project Management CALL BEFORE DRAWN RENTON RECORD DRAWINGS MR2 3 11 19 JBS PAGE: 11431WILLOWSRD.NE,SUITE120 YOU DIG JOE AMARO ONE INCH DATU M • RAMP DETAILS DRAWING No CHECKED: . REDMOND, WA 98052 1-800-424-5555 AT FULL SCALE Planning/Building/Public Works Dept. C3.1 09 Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE IF NOT ONE INCH www.cphconsultants.com I N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF ;ht ©2019 CPH Consultants, LLC. All Rights Reserved. 27 48 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. OTOP1391501 CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 TBLOCK C'7 C'7 I O 0 W I- �� W W Q J Q N Z LU 75 0 DO U m d / sz 3/pq J 3: W oW 00 J /Q J �Q CD / U u z o s QUD /(y) u g, 50 w a- cu a Q \ u w u (y) TYPICAL RAMP DET. TYPICAL RAMP DET. CPIu r----------------------------------------- I I I I I I I I I I I I I I I I I I I I I I TYPICAL RAMP DET. TYPICAL RAMP DET. L— — — — — — — — — —. I I I I I I I I r----------- I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — -- TYPICAL RAMP DET. 3 6610 wq w� .t�SCONA E S�G1�`' THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL ENGINEERING GROUP AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. N 0 5 10 PLAN IN FEET T-393415 R-393428 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5�1�18 JBS SURVEYED SCALE: DAZE: CONSULTANTS VERTICAL NAVD 83/1 SENZA LAKEVIEW 5/1/18 STEPHEN PHLLPS PLS HORIZONTAL: NAD 1983�1991 1 REVISED RAMP GRADES JBS 1/22/19 JBS DESIGNED: T TY OF Site Planning •Civil Engineering RECORD DRAWINGS MRE 3/1 1 /19 JBS BRYCE BESSETTE ,� ROADWAY GRADING, DRAINAGE SANITARY SEWER IMPROVEMENTS PACE: OK: Land Use Consulting •Project Management CALL BEFORE DRAWN RENTON PAGE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG JOE AMARO ONE INCH RAMP DETAILS DRAWING No. CHECKED: DATU M REDMOND, WA 98052 1-800-424-5555 AT FULL SCALE Planning/Building/Public Works Dept. C3.1 10 Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE IF NOT ONE INCH www.cphconsultants.com I N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET OF ;ht ©2019 CPH Consultants, LLC. All Rights Reserved. 28 48 (C) T O O O Cfl J CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 M � CUWS1391501 OILUM1391501 i TBLOCK 0 OTOP1391501 11- OLANDSCAPE I 0 LU LU a J Q N Z LU Cn m 75 CD CD U Cn d / sz 3J/pq 3:W oW 00 J / Q J Q CD / (_U U 0A L Q U-) /(y) U o, Lv �CD cu a Q \ U w u CP _"4 CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. ® CALL BEFORE YOU DIG 1-800-424-5555 PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. CITY OF RENTON PERMIT SUBMITTAL BHB RECORD DRAWINGS MRL NO. I REVISION I L'I 18 1 JBS '191 JBS DATE I APPR SURVEYED: SC-_E STEPHEN PHILLIPS PLS DESIGNED: BRYCE BESSETTE DRAWN: JOE AMARO CHECKED: �MIE B. SCHROEDER, PE APPROVED 1 '= 30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �s 1Al.G•�G1�- SIONAL 1 • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A N FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS 0 30 60 SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED PLAN IN FEET BY THE CONTRACTOR. VERTICAL: NAVD 1988 HORIZONTAL: HAD 1983/1991 DATU M VIDC TY OF RENTON Planning/Building/Public Works Dept. LEGEND BPE= 12 �20 FINISH GRADE AT CENTER OF PAD LOT NUMBER EXIST. GROUND CONTOUR FINISHED GRADE CONTOUR STORM DRAIN SD CATCH BASIN SS SANITARY SEWER MAIN STANDARD PRECAST MANHOLE WATER MAIN PUBLIC UTILITY ESMT. SERVICE STUB SCHEDULE LOT # BPE SEWER SERVICE IE ROOF DRAIN IE (UPPER, LOWER) 1 66.0 61.0 63.0, 59.0 2 69.0 64.0 66.0 3 69.0 52.5 66.0, 53.0 4 69.0 52.5 66.0, 56.0 5 72.0 57.0 69.0, 59.0 6 74.0 59.0 71.0, 61.0 7 72.0 67.0 79.0, 69.0 8 74.0 69.0 76.0, 71.0 9 67.0 62.0 74.0, 64.0 10 69.5 64.5 66.5 11 74.5 69.5 71.5 12 80.5 75.5 77.5 13 86.5 81.5 83.5 14 119.0 114.0 116.0, 106.0 15 115.5 110.5 112.5, 102.5 16 112.0 107.0 109.0, 99.0 17 104.0 89.0 101.0, 91.0 S-393401 W-393401 R-39342 9 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW 5/1/18 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: COMPOSITE UTILITY PLAN DRAWING NO: C4.00 S1EE--. OF: 29 48 LO (O T 0 T J L0 T t'JM�y� O O O LU LU Q Q N Z W Cn OTOP1391501 OTOP 1391501 PTN. OF SW 114 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M. CNOT1391501 cY) SEE C4.01 SEE C4.05 ----- - - I �a CUWS 391501 C� I ���/ \\ 8 \\ I SSMH10 I -- - - - --- - ------ KEYMAP O SSMH15 ,� \ 7,0 2 F II STA 98+02.52, 5. 1 ' LT \ a 7,8 SF \ 7,929 SF TBLOCK - � \ / \ STA - -�- D --- - BP 69.0 BPE- 6.0 60.06 \ / \ -- F ' 96+94.17, 508' RD - \ - \ - - - - \ 01 LU M 1391501 0 I \ � T \ OLAN DSCAPE W I I o N IE=6468- \ a p o p I 63.00 T 13 \ (TYP.) 'STA 99 73.38 636. .00; a - 5 \ � N 1 8'�145' B ND,�MJ ( 96+75.34 6.08 - � o STA I \ LL.p p o \ )\ THRUST BLOCK 5 10 (1) 8"x6" TEE, MJxFL _\ 97+00 S SS SS SS S 1 L` �� SSM\05 \- $S SS `�' TA 1' LT STA 99+85.85 11.94' RT (1) FH ASSEMBLY � � � - � � I S SS S -� 9,' .9 ' (1) 8" GV, FLxMJ IN1 y �, - - - 99+_+°0! 99+95. S o \ 1 (1)8'�145' VERT. DI BEND, MJ (1) POLY PIG STATION W W W W\ (1) THRUST BLOCK W (1) THRUST BLOCK P \ - - - - - - w - - -�- �*\ \ STA 99+9Z94, 11.70' H1 6 > 9LF 6" DI ` o o J u o >;::;. - - - - ONN. TO EXIST. �^ c� cn - CUT -IN 2 VALVES BY CITY W a o �" ( ) � 31LF 6" PVC , \ � � \ � �, . ` o \ Q ° -� - - �� � a c" 8 �\ � , 1 12x8" TEE, FL Q S=e.egi TYP. 1 6 0 ROW a ° y \ \ (1) 12 GV, FLxMJ J 0.0882 - - - IE=B- I I I \ \ (1) 8 GV, FLxMJ - - _ I I o z 7 . - (2) SLEEVES, MJ Q - �68. 7�- = RD -_ _ _ RD - I \ \ 00 \ �1) THRUST BLOCK IE= IE=69.�E - RD � R pD z \ I \ 72.13 a \ 19 A91:60 5.96 I IE=fr 50- I IE= "-� \ (1) 12 FLXMJ ADAPTER 64.11 1 61. 60 , -1 I 5LF-8" Dr c� 1 (1) 8" TEE, FL o - - W 1 �I _ �I � \--------- - - - - ----� \ STA 99+84.00, 11.98' RT 13 ----- r-( �� G1�-FLXM,1--- I 7,000 SF � I - ------- _-------- (1)8 x45° VERTDI BEND, MJ -----�-------- �vI � PE-86.-5 II IoI II - --I I �� 1)THRUST BLOCK 7,000 F 10 \99LF$BPE=7,235 S� 7,021�� 7,00b, SF 99+79.BPE= 74.5 69.5 BPE J5 12.07 x STA 7 , - ----- �1 \� 1-__---- \ � - - � �� � I I I � � )8"x45 DI BEND, MJ \ I (1) THRU SEE C4.05 90 90 FINISH GRADE Qv \ ROADWAY J 85 0 85 ............ ..;. ... 00 +LOB �NJ 80 ?$g � ...... ` z _ II.Lu.._ ................ ...... 80 \ _ LOW PT ISTA: 99+55.67 - LOW PT EL: 65.55 PVI STA: 99+05.20 SS4H15 - -1 PVI', EL: 64.29 z W 75 RIM =-84-85-8 \ - - - T 150.00' VC 75 o o Q IE(E)= 8-78.80 �0 n 00 _ EXIST. GRADE o00 J ROADWAY 12 ,rn+Q) UTILITY CROSSING DATA ❑SD 5 I E= 76.36 SS TOP= 70.87 ❑SD 6 IE=76.66 WA TOP= 75.10 ❑SD 7 IE=61.68 SS TOP=57.59 SD IE=61.82 WA TOP=60.30 m V V V%./VTVT 75 55 55 tSSM_H05 CD RIM=65.85 66.08 S C IE(S)=355.28 ��' OV WAS EXIST. GRADE AT ROADWAY l (E)=�-55.28 50 FINISHED GRADE AT ROADWAY q 50 37610 q w� AS T SN "°° CN ao "00 o rnco NL� + Lp 0c)'6 � �'� �l 116 � �00 CC 00 � QO 0 � ' Cp ^ ^ ,c0 ' CO Cp Cp CO a, sz o__J 96+80 97+20 Fa LJ /L, LL 00 J / 1 J Q CD / U U� CONSULTANTS �� Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 ® YOU DIG CD REDMOND, WA 98052 1-800-424-5555 Q \u Phone: (425) 285-2390 1 FAX: (425) 285-2389 wNu www.cphconsuItants.com i Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. 97+60 98+00 98+40 98+80 WELLS AVE N CITY OF RENTON PERMIT SUBMITTAL WATER MAIN VERTICAL BEND REV. RECORD DRAWINGS NO. I REVISION 99+20 99+60 100+00 BHB 5/ 1 / 18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: 1'-20' BHB 8/22�18 JBS DESIGNED: BRYCE BESSETTE MRL 1/9/19 JBS DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY B DATE APPR I APPROVED: THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDEC BY THE CONTRACTOR. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 C T Y O F R RENTON DATU M Planning/Building/Public Works Dept. CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER COR STD. PLAN 406.1 AND 403.1. O48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401. 3 SAWCUT EXIST. PVMT. SEE SHT. C5.00 FOR CHANNELIZATION PLAN O1" WATER SERVICE PER COR STD. PLAN 320.1. SEE GENERAL NOTE 7 AND 9. OFIRE HYDRANT ASSEMBLY PER COR STD. PLAN 310.1. OCONN. TO WATER MAIN W/ TAPPING TEE AND VALVE PER COR STD. PLAN 300.3. SEE NOTE 9. OTYP. TRANSVERSE PATCH PER FLEXIBLE PVMT. PER COR STD. PLAN H032.1. OABANDON EXIST. WATER SERVICE PERFORMED BY CITY OF REN TON. O9 INDIVIDUAL INTERNAL SEWER GRINDER PUMP SYSTEMS ARE REQUIRED FOR LOTS 14-16 TO PUMP BASEMENT LEVEL EFFLUENT TO GRAVITY CONNECTION. 10 POLY PIG STATION FOR CLEANING OF WATER MAINS PER 0 COR STD. PLAN 300.6 0ABANDON EXIST. IRRIGATION SERVICE BOXES IN 0 ACCORDANCE W/ CITY STANDARDS. 12 12" DI SLEEVE. SEE DETAIL ON SHT. C4.101. 13 1" IRRIGATION METER W/ 1%4" DCVA FOR BACKFLOW PROTECTION PER COR STD. PLAN 340.8 GENERAL NOTES. 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE BEARING PAD ELEVATION (BPE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER COR STD. PLAN 400.1 AND 401. 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR. 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE REPA VED. 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE PROVIDED. 7. INDIVIDUAL 1" PRESSURE REDUCING VALVES (PRV) PER COR STD. PLAN 340.5 SHALL BE INSTALLED FOR ALL LOTS DURING THE BUILDING PERMIT PHASE. 8. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUG SERIES 1100 OR APPROVED EQUAL. 9. WATER MAINS/SERVICES CONNECTING TO EXIST. WATER MAINS SHALL BE INSTALLED AND/OR REMOVED BY THE CITY OF RENTON AT DEVELOPERS EXPENSE. 10. CONCRETE BLOCKING FOR VERTICAL BENDS SHALL BE PER COR STD. PLAN 330.3 LEGEND �X UTILITY CROSSING SEE DATA THIS SHT. N KEYMAP 1 2 4 P �P� 6 7 "H STREET = cc 9 17 10 0 16 11 Q 12 15 � Q a L3 4 1 N TS W-393404 S-393404 R-393430 IN COMPLIANCE WITH CITY OF RENTON STANDARDS It DATE: SENZA LAKEVIEW 5/1/18 Q ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: J PAGE: WATER AND SANITARY SEWER PLAN AND PROFILE DRAWING NO: C4.03 Z SHEET: OF: W 32 48 (n MINIMUM ON LOT TREE DENSITY PER CODE CY) (3) C') I 0 W I- W Q J Q N Z ��W^^ vJ n M I N CD (U d M (U a; 3 H CO 3 J d U N d 0 T v Y 0_ U Ol d T Ul Y J U X W X X 0 U V) L7 3 A U 2 DEPARTMENT OF COMMUNITY CITY OF AND ECONOMIC DEVELOPMENT -Renton TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone:425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 40 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerousz 5 trees Trees in proposed public streets 11 trees Trees in proposed private access easements/tracts trees Trees in critical areas3 and buffers trees Total number of excluded trees: 16 trees 3. Subtract line 2 from line 1: 24 trees 4. Next, to determine the number of trees that must be retained°, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 7 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain: 3 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 4 trees 7. Multiply line 6 by 12" for number of required replacement inches: 48 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 2 inches per tree 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round up to the next whole number) 24.0 trees 1 Measured at 4.5' above grade. Z- `--- -, .- - ...-...-- -- TREE RETENTION/REMOVAL PLAN 1"=30'-0" Lot SF div by 5000 times 2 required retained net required 1 7930 1.6 3.2 3 3 2 7825 1.6 3.1 3 3 3 7018 1.4 2.8 3 1 3 4 7549 1.5 3.0 3 3 5 7055 1.4 2.8 3 3 6 8529 1.7 3.4 3 3 71 7297 1.5 2.911 31 21 1 8 7181 1.4 2.9 3 3 9 7670 1.5 3.1 3 3 10 7021 1.41 2.8 3 3- ill 7021 1.4 2.811 3 3 12 7021 1.4 2.8 3 3 13 7172 1.4 2.9 3 3 14 7579 1.5 3.0 3 3 15 7579 1.5 3.0 1 3 3 16 7579 1.5 3.0 3 3 17 8969 1.8 3.6 4 4 Total 11 t�li 11 11 1501 o TREE PROTECTION FENCE SEE SHEET L1.05 AND CIVIL DRAWINGS FOR DETAILS SEE ARBORIST REPORT AND CIVIL DRAWINGS FOR TREE PROTECTION FENCING �J AND NOTES ^� SIGNIFICANT TREE - OFF SITE TO REMAIN 4 SIGNIFICANT TREE - ON SITE TO REMAIN SHOWN WITH DRIP LINE 4" SIGNIFICANT TREE ON SITE TO BE REMOVED 1 M SIGNIFICANT TREE ON SITE TO BE REMOVED FROM PUBLIC STREET (ROADS AND SIDEWALKS) OR PRIVATE ACCESS EASEMENTS/TRACTS 2'F SIGNIFICANT TREE ON SITE INDICATED AS DEAD OR NOT VIABLE PER N ARBORIST'S REPORT. 1 ORIGINAL SUBMITTAL 2-16-2016 2 REVISED PLAN 2-15-2016 3 REVISED PLAN 4-30-2017 „ 4 REVISED PLAN 1-23-2018 15 30 60 NO. REVISION BY DATE APPR SURVEYED: SURVEYED DESIGNED: NEIL DRAWN: DRAWN CHECKED: CHECKED APPROVED: APPROVED SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Remove Due to Tree/Tag # Species DBH Retain Remove Sidewalk Non -Viable Road or 101 Pacific madrone 11 1 102 big leaf maple 10 1 103 European white birch 11 1 104 weeping willow 12 1 105 Italian plum 6"-12" 1 106 pear 10,9 1 107 noble fir 10 1 108 dogwood 10 1 110 Scouler's willow 4"-7" 1 7217 purple -leaf plum 16 1 1 7520 western red cedar 22 1 7528 pacific madrone 12 1 7529 Colorado blue spruce 15 1 7530 Ponderosa pine 34 1 7531 European white birch 1 13 11 1 7532 Ponderosa pine 22 1 7534 Ponderosa pine 19 1 7535 Ponderosa pine 28 1 7536 redwood 35,38 1 7614 apple 16 1 1 7657 apple 1 12 1 1 7696 Pacific madrone 12 1 7765 red alder 13,11 1 7766 Douglas -fir 21 1 7770 Colorado bluespruce 12 1 7771 red alder 23 1 7772 red alder 15 1 7777 Scouler's willow 6"-8" 1 7778 black cottonwood 11 1 7780 Scouler's willow 14 1 7782 western red cedar 15 1 7783 Douglas -fir 15 1 1 7784 Douglas -fir 15 1 7785 burgundy Norway ma I 35 1 7819 redwood 56 1 7820 European white birch 9,11 1 7821 Colorado bluespruce 25 11 1 7865 apple 12,12 1 7866 apple 16 1 7962 black cottonwood 17 1 Totals 3 21 11 5 NEIGHBORING TREES 7172 big leaf maple 16 Retain 109 Japanese maple 8 Retain 7790 black locust 15,10,1 Retain CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWINGS STATE OF WASHINGTON REGISTERED LAANNpDAS�CA�PjEI, /ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 GP,4 Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 © GHA Landscape Architects 2017 R-393431 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW 3907 PARK AVE N, RENTON WA R-393428 LANDSCAPE PLAN TREE RETENTION/REMOVAL PLAN DATE: 04-29-201 PAGE: L1.0 SHEET: OF: 28 40 CD O C0 T i LO T O O O a J Cfl T r n W W a J a N Z LU lzt co O I 0 Lu ►� Lu W Q J Q N Z rW V J r- m CD m (U d m 0i of m J o_ U N C5 a v Y / D- U I v C5 z (7 v Y J Q U ry LJ 71 0 U L7 3 Q / U TREE REPLACEMENT/STREET TREE PLAN 10' ON SITE PLANTING AREA AND PLANTING STRIP PLAN 1 " = 20'-0" 0 10 20 40 4� 1 ORIGINAL SUBMITTAL 2-16-2016 2 REVISED PLAN 12-15-2016 3 REVISED PLAN 4-30-2017 4 REVISED PLAN 1-23-2018 SURVEYED: SCALE: SURVEYED DESIGNED: NEIL DRAWN: DRAWN CHECKED: CHECKED APPROVED: APPROVED 0 STREET TREES AND LANDSCAPING REQUIRED WITHIN THE RIGHT OF WAY, PER, RMC 4-4-070 F.2. 10' WIDE LANDSCAPE AREA ALONG PUBLIC STREET FRONTAGES, RMC 4-4-070 F.1. WHERE LOT DOES NOT FRONT A PUBLIC STREET, TWO TREES ARE REQUIRED IN THE FRONT YARD, SEE TYPICAL LOT PLANTING PLAN SHEET L1.04 PLANT SCHEDULE QUANT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 13 AMELANCHIER'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 2" CAL 28 PYRUS CALLERYANA CHANTICLEER CHANTICLEER FLOWERING PEAR 2" CAL 13 TILIA CORDATA'CHANCOLE' CHANCELLOR LINDEN 2" CAL 12 PINUS CONTORTA SHORE PINE 6-8' 2" CAL 25 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-8' 2" CAL 70 ARBUTUS U. COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 54" O.C. 675 ARCTOSTAPYLLOS UVA URSI MASSACHUSETTS MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 11 BERBERIS'SUNJOY TANGELO' JAPANESE BARBERRY TANGELO 1 GAL 30" O.C. 79 CORNUS MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL 42" O.C. 48 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 2 GAL 30" O.C. 72 ERICA SPRINGWOOD WHITE SPRINGWOOD WHITE HEATHER 1 GAL 24 O.C. 45 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 2 GAL 30" O.C. 60 HOLODISCUS DISCOLOR OCEAN SPRAY 2 GAL 72" O.C. 57 HYDRANGEA QUERCIFOLIA PEE WEE DWARF OAKLEAF HYDRANGEA 2 GAL 36" O.C. 103 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 52" O.C. 158 MAHONIA AQUIFOLIUM 'ORANGE FLAME' ORANGE FLAME OREGON GRAPE 2 GAL 30" O.C. 181 PENNISETUM 'HAMELN' DWARF FOUNTAIN GRASS 1 GAL 24" O.C. 148 PINUS MUGO PUMILLIO DWARF MUGO PINE 5 GAL 30" O.C. 111 POTENTILLA MANGO TANGO MANGO TANGO POTENTILLA 2 GAL 30" O.C. 133 PRUNUS'MT VERNON' MT VERNON LAUREL 2 GAL 24" O.C. 27 ROSA NUTKANA NOOTKA ROSE 2 GAL 60" O.C. 50 ROSA X'NOASCHNEE' FLOWER CARPET WHITE GROUNDCOVER ROSE 2 GAL 36" O.C. 142 TAXUS CUSPIDATA'MONLOO' EMERALD SPREADER JAPANESE YEW 2 GAL 30" O.C. 45 VIBURNUM PLICATUM 'NEWPORT' NEWPORT DWARF DOUBLE FILE VIBURNUM 2 GAL 30" O.C. 20 VIBURNUM PLICATUM 'SUMMER SNOWFLAKE' SUMMER SNOWFLAKE DOUBLE FILE VIBURNUM 2 GAL 54" O.C. GROUND COVERS IN RIGHT OF WAYS 1400 ARCTOSTAPYLLOS UVA URSI MASSACHUSETTS MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1000 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 500 FRAGARIA CHILOENSIS SAND STRAWBERRY 1 GAL 24" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50-150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT BASED ON AVAILABILITY SOME PLANTS MIGHT NEED TO BE SUBSTITUTED FOR SIMILAR GROWING PLANTS, TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT ADJUST LOCATION OF STREET TREES TO CONFORM WITH THE FOLLOWING MINIMUM SETBACK REQUIREMENTS EXISTING CONTOUR 6' FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 10' FROM UTILITY POLES, DRIVEWAYS AND ALLEY MARGINS. PROPOSED CONTOUR 25' FROM STREET LIGHTS 40' FROM THE CORNER OF INTERSECTIONS, STOP SIGNS AND YIELD SIGNS SITE DISTANCE TRIANGLE AT INTERSECTIONS. MEASURE 20' BACK ALONG THE ADJACENT PROPERTY LINES, CONNECT THOSE TWO POINTS WITH A LINE TO FORM A TRIANGLE. THAT IS THE SITE DISTANCE TRIANGLE. ANY PLANTINGS, EXCEPT STREET TREES, IN THAT AREA MUST BE A MAXIMUM 30" TALL AT MATURITY. L 4' GRAVEL PATH, SEE SHEET 1-1.05 PACIFIC OUTDOOR PRODUCTS SE-5130. RECYCLED PLASTIC SLATS WITH GREEN POWDER COAT FRAME, OR OWNER APPROVED EQUAL. 0 0 o- 6' CEDAR WOOD FENCE, SEE SHEET L1.05 —o—o—o— TREE PROTECTION FENCE SEE SHEET L1.05 AND CIVIL DRAWINGS FOR DETAILS 6WHIIfIIIII ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SEE ARBORIST REPORT AND CIVIL DRAWINGS FOR TREE PROTECTION FENCING AND NOTES SIGNIFICANT TREE - OFF SITE TO REMAIN SIGNIFICANT TREE - ON SITE TO REMAIN SHOWN WITH DRIP LINE SIGNIFICANT TREE ON SITE TO BE REMOVED SIGNIFICANT TREE ON SITE TO BE REMOVED FROM PUBLIC STREET (ROADS AND SIDEWALKS) OR PRIVATE ACCESS EASEMENTS/TRACTS SIGNIFICANT TREE ON SITE INDICATED AS DEAD OR NOT VIABLE PER ARBORIST'S REPORT. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY 0E RENTON Planning/Building/Public Works Dept. RECORD DRAWINGS STATE OF WASHINGTON REGISTERED LAANNpDAS�CA�PjEI, /ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 GHA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 © GHA Landscape Architects 2017 R-393432 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW 3907 PARK AVE N, RENTON WA R-393429 LANDSCAPE AS BUILT AS OF 4-19-2019 DATE: 4-19-2019 FIELDBOOK: PAGE: DRAWING NO: L1.02 SHEET: 2gIF. 40 QD c� 0 C) T I LO T O C) T Q J Lu `Lu i J N Z Lu NO. REVISION ra 6 I 0 w 2 I AREA PLANTED AS OF 4-19-2019, ALL /\ T 1 1 r r1 1 A IL 1 r\ r\ /\ A r\ r 1 r\ /\ IL 1 T I I r 1\ 1 r\ I / 1 r\ 1 1 A 1 TREE REPLACEMENT/STREET TREE PLAN 1"=20'-TREE REPLACEMENT/STREET TREE PLAN i"=20'-0�� 10' ON SITE PLANTING AREA AND PLANTING 0 10 20 STRIP PLAN 1 1 ORIGINAL SUBMITTAL 40 2 REVISED PLAN 3 REVISED PLAN 4 REVISED PLAN NO. REVISION 2-16-2016 SURVEYED: SURVEYED 2-15-2016 DESIGNED: N EI L 4-30-2017 1-23-2018 DRAWN: DRAWN CHECKED: CHECKED BY DATE AP P R APPROVED: APPROVED SCALE: `J `JG O STREET TREES AND LANDSCAPING REQUIRED WITHIN THE RIGHT OF WAY, PER, RMC 4-4-070 F.2. 10' WIDE LANDSCAPE AREA ALONG PUBLIC STREET FRONTAGES, RMC 4-4-070 F.1. WHERE LOT DOES NOT FRONT A PUBLIC STREET, TWO TREES ARE REQUIRED IN THE FRONT YARD, SEE TYPICAL LOT PLANTING PLAN SHEET L1.04 PLANT SCHEDULE QUAINT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 13 AMELANCHIER'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 2" CAL 28 PYRUS CALLERYANA CHANTICLEER CHANTICLEER FLOWERING PEAR 2" CAL 13 TILIA CORDATA'CHANCOLE' CHANCELLOR LINDEN 2" CAL 12 PINUS CONTORTA SHORE PINE 6-8' 2" CAL 25 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-8' 2" CAL 70 ARBUTUS U. COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 54" O.C. 675 ARCTOSTAPYLLOS UVA URSI MASSACHUSETTS MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 11 BERBERIS 'SUNJOY TANGELO' JAPANESE BARBERRY TANGELO 1 GAL 30" O.C. 79 CORNUS MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL 42" O.C. 48 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 2 GAL 30" O.C. 72 ERICA SPRINGWOOD WHITE SPRINGWOOD WHITE HEATHER 1 GAL 24 O.C. 45 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 2 GAL 30" O.C. 60 HOLODISCUS DISCOLOR OCEAN SPRAY 2 GAL 72" O.C. 57 HYDRANGEA QUERCIFOLIA PEE WEE DWARF OAKLEAF HYDRANGEA 2 GAL 36" O.C. 103 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 52" O.C. 158 MAHONIA AQUIFOLIUM 'ORANGE FLAME' ORANGE FLAME OREGON GRAPE 2 GAL 30" O.C. 181 PENNISETUM 'HAMELN' DWARF FOUNTAIN GRASS 1 GAL 24" O.C. 148 PINUS MUGO PUMILLIO DWARF MUGO PINE 5 GAL 30" O.C. 111 POTENTILLA MANGO TANGO MANGO TANGO POTENTILLA 2 GAL 30" O.C. 133 PRUNUS 'MT VERNON' MT VERNON LAUREL 2 GAL 24" O.C. 27 ROSA NUTKANA NOOTKA ROSE 2 GAL 60" O.C. 50 ROSA X'NOASCHNEE' FLOWER CARPET WHITE GROUNDCOVER ROSE 2 GAL 36" O.C. 142 TAXUS CUSPIDATA WONLOO' EMERALD SPREADER JAPANESE YEW 2 GAL 30" O.C. 45 VIBURNUM PLICATUM 'NEWPORT' NEWPORT DWARF DOUBLE FILE VIBURNUM 2 GAL 30" O.C. 20 VIBURNUM PLICATUM'SUMMER SNOWFLAKE' SUMMER SNOWFLAKE DOUBLE FILE VIBURNUM 2 GAL 54" O.C. GROUND COVERS IN RIGHT OF WAYS 1400 ARCTOSTAPYLLOS UVA URSI MASSACHUSETTS MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1000 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 500 FRAGARIA CHILOENSIS SAND STRAWBERRY 1 GAL 24" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50-150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT BASED ON AVAILABILITY SOME PLANTS MIGHT NEED TO BE SUBSTITUTED FOR SIMILAR GROWING PLANTS, TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT ADJUST LOCATION OF STREET TREES TO CONFORM WITH THE FOLLOWING MINIMUM SETBACK REQUIREMENTS EXISTING CONTOUR 6' FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 10' FROM UTILITY POLES, DRIVEWAYS AND ALLEY MARGINS. PROPOSED CONTOUR 25' FROM STREET LIGHTS 40' FROM THE CORNER OF INTERSECTIONS, STOP SIGNS AND YIELD SIGNS SITE DISTANCE TRIANGLE AT INTERSECTIONS. MEASURE 20' BACK ALONG THE ADJACENT PROPERTY LINES, CONNECT THOSE TWO POINTS WITH A LINE TO FORM A TRIANGLE. THAT IS THE SITE DISTANCE TRIANGLE. ANY PLANTINGS, EXCEPT STREET TREES, IN THAT AREA MUST BE A MAXIMUM 30" TALL AT MATURITY. 4' GRAVEL PATH, SEE SHEET L1.05 cp0�' PACIFIC OUTDOOR PRODUCTS SE-5130. RECYCLED PLASTIC SLATS WITH GREEN POWDER COAT FRAME, OR OWNER APPROVED EQUAL. a o- 6' CEDAR WOOD FENCE, SEE SHEET 1-1.05 —o—o—o— TREE PROTECTION FENCE SEE SHEET 1-1.05 AND CIVIL DRAWINGS FOR DETAILS SEE ARBORIST REPORT AND CIVIL DRAWINGS FOR TREE PROTECTION FENCING �J AND NOTES SIGNIFICANT TREE - OFF SITE TO REMAIN SIGNIFICANT TREE - ON SITE TO REMAIN SHOWN WITH DRIP LINE SIGNIFICANT TREE ON SITE TO BE REMOVED 1 M SIGNIFICANT TREE ON SITE TO BE REMOVED FROM PUBLIC STREET (ROADS AND SIDEWALKS) OR PRIVATE ACCESS EASEMENTS/TRACTS SIGNIFICANT TREE ON SITE INDICATED AS DEAD OR NOT VIABLE PER N ARBORIST'S REPORT. SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWINGS STATE OF WASHINGTON REGISTERED LAANNpDAS�CA�PjEI, /ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 GPA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 © GHA Landscape Architects 2017 R-393433 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW 3907 PARK AVE N, RENTON WA R-393430 LANDSCAPE AS BUILT AS OF 4-19-2019 DATE: 04-19-2019 PAGE: 1-1.03 SHEET: OF: 30 4( CD (D C) C) Q0 T I w w J a N Z Lu 0 w 2 TYPICAL LOT PLANTINGS, 10' ALONG ROW 1/8"=1'-0" SEE SHEET 1-1.03 FOR FULL PLANTING PLAN 0 1 1 ORIGINAL SUBMITTAL ' 1 1 2 REVISED PLAN 4 8 16 3 REVISED PLAN 4 REVISED PLAN N0. REVISION 2-16-2016 SURVEYED: SURVEYED 2-15-2016 DESIGNED: N EI L 4-30-2017 1-23-2018 DRAWN: DRAWN CHECKED: CHECKED BY DATE AP P R APPROVED: APPROVED SCALE: O STREET TREES AND LANDSCAPING REQUIRED WITHIN THE RIGHT OF WAY, PER, RMC 4-4-070 F.2. 10' WIDE LANDSCAPE AREA ALONG PUBLIC STREET FRONTAGES, RMC 4-4-070 F.1. WHERE LOT DOES NOT FRONT A PUBLIC STREET, TWO TREES ARE REQUIRED IN THE FRONT YARD, SEE TYPICAL LOT PLANTING PLAN SHEET 1-1.04 PLANT SCHEDULE QUANT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS 13 AMELANCHIER'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 2" CAL 28 PYRUS CALLERYANA CHANTICLEER CHANTICLEER FLOWERING PEAR 2" CAL 13 TILIA CORDATA'CHANCOLE' CHANCELLOR LINDEN 2" CAL 12 PINUS CONTORTA SHORE PINE 6-8' 2" CAL 25 THUJA PLICATA EXCELSA EXCELSA WESTERN RED CEDAR 6-8' 2" CAL 70 ARBUTUS U. COMPACTA COMPACT STRAWBERRY BUSH 2 GAL 54" O.C. 675 ARCTOSTAPYLLOS UVA URSI MASSACHUSETTS MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 11 BERBERIS 'SUNJOY TANGELO' JAPANESE BARBERRY TANGELO 1 GAL 30" O.C. 79 CORNUS MIDWINTER FIRE MIDWINTER FIRE RED TWIG DOGWOOD 2 GAL 42" O.C. 48 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 2 GAL 30" O.C. 72 ERICA SPRINGWOOD WHITE SPRINGWOOD WHITE HEATHER 1 GAL 24 O.C. 45 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 2 GAL 30" O.C. 60 HOLODISCUS DISCOLOR OCEAN SPRAY 2 GAL 72" O.C. 57 HYDRANGEA QUERCIFOLIA PEE WEE DWARF OAKLEAF HYDRANGEA 2 GAL 36" O.C. 103 MAHONIA AQUIFOLIUM OREGON GRAPE 2 GAL 52" O.C. 158 MAHONIA AQUIFOLIUM 'ORANGE FLAME' ORANGE FLAME OREGON GRAPE 2 GAL 30" O.C. 181 PENNISETUM 'HAMELN' DWARF FOUNTAIN GRASS 1 GAL 24" O.C. 148 PINUS MUGO PUMILLIO DWARF MUGO PINE 5 GAL 30" O.C. 111 POTENTILLA MANGO TANGO MANGO TANGO POTENTILLA 2 GAL 30" O.C. 133 PRUNUS 'MT VERNON' MT VERNON LAUREL 2 GAL 24" O.C. 27 ROSA NUTKANA NOOTKA ROSE 2 GAL 60" O.C. 50 ROSA X'NOASCHNEE' FLOWER CARPET WHITE GROUNDCOVER ROSE 2 GAL 36" O.C. 142 TAXUS CUSP IDATA'MONLOO' EMERALD SPREADER JAPANESE YEW 2 GAL 30" O.C. 45 VIBURNUM PLICATUM 'NEWPORT' NEWPORT DWARF DOUBLE FILE VIBURNUM 2 GAL 30" O.C. 20 VIBURNUM PLICATUM'SUMMER SNOWFLAKE' SUMMER SNOWFLAKE DOUBLE FILE VIBURNUM 2 GAL 54" O.C. GROUND COVERS IN RIGHT OF WAYS 1400 ARCTOSTAPYLLOS UVA URSI MASSACHUSETTS MASSACHUSETTS KINNIKINNICK 1 GAL 30" O.C. 1000 COTONEASTER DAMMERII BEAR BERRY COTONEASTER 1 GAL 30" O.C. 500 FRAGARIA CHILOENSIS SAND STRAWBERRY 1 GAL 24" O.C. PLANT GROUNDCOVERS IN GROUPS OF 50-150 PLANTS, CONSULT WITH LANDSCAPE ARCHITECT BASED ON AVAILABILITY SOME PLANTS MIGHT NEED TO BE SUBSTITUTED FOR SIMILAR GROWING PLANTS, TO BE APPROVED BY LANDSCAPE ARCHITECT AND OWNER STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT ADJUST LOCATION OF STREET TREES TO CONFORM WITH THE FOLLOWING MINIMUM SETBACK REQUIREMENTS EXISTING CONTOUR 6' FROM FIRE HYDRANTS AND UNDERGROUND UTILITIES 10' FROM UTILITY POLES, DRIVEWAYS AND ALLEY MARGINS. PROPOSED CONTOUR 25' FROM STREET LIGHTS 40' FROM THE CORNER OF INTERSECTIONS, STOP SIGNS AND YIELD SIGNS SITE DISTANCE TRIANGLE AT INTERSECTIONS. MEASURE 20' BACK ALONG THE ADJACENT PROPERTY LINES, CONNECT THOSE TWO POINTS WITH A LINE TO FORM A TRIANGLE. THAT IS THE SITE DISTANCE TRIANGLE. ANY PLANTINGS, EXCEPT STREET TREES, IN THAT AREA MUST BE A MAXIMUM 30" TALL AT MATURITY. <_. 4' GRAVEL PATH, SEE SHEET 1-1.05 mac`' PACIFIC OUTDOOR PRODUCTS SE-5130. RECYCLED PLASTIC SLATS WITH GREEN POWDER COAT FRAME, OR OWNER APPROVED EQUAL. 6' CEDAR WOOD FENCE, SEE SHEET 1-1.05 —o—o—o— TREE PROTECTION FENCE SEE SHEET 1-1.05 AND CIVIL DRAWINGS FOR DETAILS SEE ARBORIST REPORT AND CIVIL DRAWINGS FOR TREE PROTECTION FENCING �J AND NOTES SIGNIFICANT TREE - OFF SITE TO REMAIN 4' SIGNIFICANT TREE - ON SITE TO REMAIN SHOWN WITH DRIP LINE SIGNIFICANT TREE ON SITE TO BE REMOVED 1 M SIGNIFICANT TREE ON SITE TO BE REMOVED FROM PUBLIC STREET (ROADS AND SIDEWALKS) OR PRIVATE ACCESS EASEMENTS/TRACTS F SIGNIFICANT TREE ON SITE INDICATED AS DEAD OR NOT VIABLE PER ARBORIST'S REPORT. SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Aoftlk CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWINGS STATE OF WASHINGTON REGISTERED LAANNpDAS�CA�PjEI, /ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 GPA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 © GHA Landscape Architects 2017 R-393434 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW 3907 PARK AVE N, RENTON WA R-393431 LANDSCAPE PLAN TYPICAL LOT PLANTINGS, 10' ALONG ROW DATE: 04-29-201 PAGE: 1-1.04 SHEET: OF. 31 40 (D C) C) T L0 T 0 C) C) 6 T a J \w w J a N Z Lu M v I a~ 0 (U d M Cu a; 3 I m 3 J 0- U I v d T v Y / o_ U I v d T Ul Y J Q U W W O U V) L7 3 / U `t CONSTRUCTION NOTES: CO CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES O7 CY) PRIOR TO CONSTRUCTION, DO NOT DISTURB ROOTS OF TREE TO REMAIN, CONSULT WITH PROJECT ARBORIST. O ,:I- ALL BEDS TO BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL SHRUB BEDS TO BE 8" BELOW FINISHED GRADE 0 TO ALLOW FOR TOPSOIL AND MULCH. L1J NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL. ADD 3.5" OF 50/50 CEDAR GROVE COMPOST SAND MIX TO PLANTING BEDS AND TILL INTO 6" OF EXISTING SOIL, ADD 2.5 MORE INCHES OF COMPOST SAND MIX AND TILL INTO 6" OF SOIL. COMPACT TO 80% TO PREVENT SETTLING. AT INDIVIDUALLY PLANTED TREES OUTSIDE OF CONTIGUOUS PLANTING AREAS, STAKE PLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE AN AREA 72" IN DIAMETER PER SOIL NOTES ABOVE. �j PLANT TREES PER DETAIL #1 THIS SHEET. PLANT SHRUBS PER DETAIL #2. MULCH PLANTING BEDS AND IN 72" DIAMETER Ljj AREA AROUND EACH INDIVIDUAL TREE WITH 2" OF MEDIUM FINE FIR BARK, KEEPING MULCH 2" FROM TRUNK OF TREE. iLij MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL V DETRIMENTAL TO PLANT GROWTH. Q GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING. FERTILIZE WITH BEST-PAKS J Q FERTILIZER, AVAIL. HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY N SPACE PACKS AROUND ROOTBALL 6-8" FROM SOIL SURFACE. z ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY L1J STARTING FROM DATE OF FINAL ACCEPTANCE W COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES o� T c i IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM A PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NDS SM-20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206-523-7665. PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST TWO GROWING SEASONS. MINIMUM OF 12" RELATIVELY FLAT AREA BEYOND PATH FINISHED GRADE 3:1 MAXIMUM SLOPE 1' 4' PATH MAXIMUM 2% CROSS SLOPE 1' 3:1 MAXIMUM SLOPE IF 3/8" MINUS CRUSHED ROCK WITH BINDER, COMPACT TO 95% IF 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% JDSCAPE FABRIC GRAVEL PATH SECTION NTS 2x4" P.T. APPEARANCE GRADE CAP 4x4" P. T. APPERANCE GRADE POSTS 1 x4" CEDAR FENCE BOARD 3/8"+/- SPACING 1 x6" CEDAR FENCE BOARD 3/8"+/- SPACING 3- 2x4" P. T. APPREANCE GRADE RAIL ON BACK SIDE 2- 1 x4" T.K. CEDAR RAILS ON FRONT 1' (�o_\ FENCE ALONG PART OF SOUTH PROP LINE ELEVATION 3/4"=1'-0" O NO TRESP/ PROTECTEC 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. 2" DIA. WOOD STAKES, STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE, 2" EXISTING SOIL, 1:1 SLOPE AT SIDES OF PLANT PIT CUT BURLAP BACK FROM TOP 2/3 OF ROOTBALL BACKFILL PER PLANT NOTES E OF TREE STAKI SOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOIL TO 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL SET STAKES PARALLEL TO ADJACENT STREET 12" GREATER THAN ROOTBALL SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL TREE PLANTING DETAIL N.T.S. SECTION ANT EXIST. TREE )NTINUOUS CHAINLINK _LACING POST AT MAX. 10' O.C. INSTALL AT LOCATION AS SHOWN ON PLANS REE PROTECTION FENCE DETAIL 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, "NO TRESPASSING-PROTED 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 TREE'S DRIP LINE. D. IMPERVIOUS SURFACES PROHIBITED 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. (i) 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 CONDITIONS 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 THE 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 1 ORIGINAL SUBMITTAL 2 REVISED PLAN 3 REVISED PLAN 4 REVISED PLAN I I NO. REVISION 2 Ia-rd 2-16-2016 SURVEYED: SURVEYED SCALE: 2-15-2016 DESIGNED: N EI L 4-30-2017 1-23-2018 DRAWN: DRAWN CHECKED: CHECKED DATE AP P R APPROVED: APPROVED SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM S(AL FORM 2" WATER BASIN TOP OF ROOT CROWN BARK MULCH PER SPECIFICATIONS KEEP MULCH 1-2" AWAY FROM STEM OF PLANT EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY PLANTING HOLE FIRM BACKFILL IN PLACE AND WATER IN WELL TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SHRUB and GROUNDCOVDER PLANTING DETAIL SECTION 33" N.T.S. SE-5130 Bench Specifications Material: Boards 1 1/2 x 3 1/z, all edges eased Steel legs 2" x 2" square tube with 3/8" x 4" flat for seat and back brace, all welded and powder coated to 3 mil 5/16" x 1 1/2" lags Options: Mounting: Surface mount or in -ground Boards: Poly (recycled plastic) or cedar ' Length: 4' or 6' standard, custom lengths available 72' Frame: Standard color is green, others are available 33" 33,E e 18" 18 18" in ground In Ground Installation Place bench where you want to install and mark the ground. Dig 4 16" diameter x 18" depth hole for legs. (hole may very depending on soil.) Place bench in the hole and level front to back and side to side. Bench seat must be between 17" and 19" in height. Mix 2 - 60 lb bags of concrete per hole (concrete is provided by others). Make sure bench remains level as the concrete is poured into holes. Assembly Measure boards to mark center. Measure from center mark 26" in both directions and mark. Pre -drill marked holes with 3/16" drill bit, depth is 112" do not drill through board. BENCH Surface Mount Plate LA Surface Mount Installation - Place bench on cement surface and mark cement through all the holes in the mounting plates. - Remove the bench and drill all previously marked spots with a 5/8" concrete drill bit. - Place bench back on the marks/holes and tighten down the anchor bolts - Bench seat is ADA (height is 17" - 19") - (anchor bolts and tools are provided by others) - Secure each board to the legs using the 5/16" x 11/2" lags (provided). NOTE: Bench has 2 legs except 6' Poly bench has 3 legs (middle leg is centered on board). "NOTE: Graphics are not to scale. " CITY OF RENTON Planning/Building/Public Works Dept. PACIFIC OUTDOOR PRODUCTS, INC. PO Box 50 Maple Valley, WA 98038 www.pacificoutdoor.com Office: 425-432-6000 Sales@pacificoutdoor.com NTS RECORD DRAWINGS STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT NEIL BUCHANAN CERTIFICATE No. 513 4V GPA Landscape Architects 1417 NE 80th St. SEATTLE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 @ GHA Landscape Architects 2017 R-393435 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW 3907 PARK AVE N, RENTON WA R-393432 LANDSCAPE PLAN PLANTING NOTES AND DETAILS DATE: 04-29-201 PAGE: L1.05 SHEET: OF: 32 40 O O O T I Ln O I— C:) O O I a J L1J > L LI a J a N z LJJ N