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HomeMy WebLinkAboutR-423601M I I 0 w U) Lu w a SW O�pV WAy � Lu a 121NS� z SW Of I-405 1-405 S 15TH $ 1 SW16THST SITE a z O > Ofm Q } G < J ¢ D > Of CP ♦ I\I W Lli SW 19TH ST VICINITY MAP (N.T.S.) APN 3340403605 1402 MAPLE AVE SW INDEX TO SHEETS: CIVIL Cl OF 8 C2 OF 8 C3 OF 8 C4 OF 8 C5 OF 8 C6 OF 8 C7 OF 8 C8 OF 8 APN 3340403615 1420 MAPLE AVE SW COVER SHEET OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., CITY OF RENTON, KING COUNTY, WASHINGTON 0 10' 20' 40' SCALE: 1 "=20' INDEX TO SHEETS: TRANSPORTATION COVER SHEET TS-01 OF 5 ILLUMINATION, RRFB, PAVEMENT EXISTING CONDITIONS SURVEY MARKING, AND SIGNING PLAN T.E.S.C. AND DEMOLITION PLAN TS-02 OF 5 NOTES AND DETAILS T.E.S.C. NOTES AND DETAILS TS-03 OF 5 NOTES AND DETAILS MAPLE AVE SIDEWALK TS-04 OF 5 NOTES AND DETAILS IMPROVEMENT PLAN AND PROFILE TS-05 OF 5 NOTES AND DETAILS ADA ENLARGEMENTS CONSTRUCTION NOTES AND DETAILS IL-01 OF 1 PHOTOMETRIC CALCULATIONS CONSTRUCTION NOTES AND DETAILS I I APN 3340403625 APN 3340403635 1420 MAPLE AVE SW XXXX MAPLE AVE SW MAPLE AVENUE S.W. APN 3340403805 1415 MAPLE AVE SW � I I W ° ______________________ as APN 3340403890 316 SW 16TH ST i LEGEND: CAUTION: UTILITY CONFLICT NOTE: SURVEY MONUMENT PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH EX. POWER VAULT © OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE ,� UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. EX. POWER POLE PROPOSED STORM DRAIN FLOW ARROW THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING >_ = ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY EX. JUNCTION BOX ® PROPOSED STORM DRAINAGE LINE VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PROPOSED SANITARY SEWER LINE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN EX. CATCH BASIN (CB) PROPOSED SANITARY SEWER CLEANOUT CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH EX. CATCH BASIN ( CB) TYPE 2 OI CONSTRUCTION. PROPOSED Am( FIRE HYDRANT�ITj EXISTING TOPOGRAPHY/SURVEY INFORMATION NOTE: Cn EX. SANITARY SEWER MANHOLE (SSMH) O PROPOSED WATER VALVE :�E Q �v• LIMITED TOPOGRAPHICAL SURVEY FOR PORTER WAY DATED APRIL 26, 2022 PERFORMED BY EX. WATER VALVE (WV) PROPOSED CONCRETE BLOCKING MATTHEW ABBAS (REG. NO. 20109892) OF BARGHAUSEN ENGINEERS. OFF -SITE DESIGN HAS CD o EX. WATER METER ® BEEN BASED ON THIS SURVEY. PROPOSED 90° BEND CAUTION: EX. SIGN EX. WATER LINE — -w- _W_PROPOSED SPOT ELEVATIONS 300.48 SURVEY MONUMENT PROTECTION NOTE: N PROPOSED CONTOURS------150------ CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON EX. SANITARY SEWER LINE N STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY EX. STORM DRAINAGE LINE SD PROPOSED SAWCUT MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. E APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR 0 PROPOSED PAVEMENT PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT EX. TREES OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. EX. POWER OVERHEAD P(OH)— WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES EX. CHAIN LINK FENCE " o4 ° ° PUBLIC LAND SURVEY OFFICE o PROPOSED CONCRETE ° 1111 WASHINGTON STREET S.E. EX. HOG -WIRE FENCE El El 6 P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 o 0 1 N EXISTING SPOT ELEVATIONS x UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF EXISTING CONTOURS 6 THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. L Q r7 N BENCHMARK 1 CD 1 REVISED PER CITY OF RENTON 1 /24/23 REVIEW cl� DATUM N W n HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 Z NO. REVISION J � U- L_ DEVELOPER BLUE ORIGIN 21601 76TH AVE S KENT, WA 98032 PHONE: (253) 437-9300 CONTACT: RYAN LUNDBERG EMAIL: RLUNDBERG@BLUEORIGIN.COM ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: DAN BALMELLI, P.E. EMAIL: DBALMELLI@BARGHAUSEN.COM SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: MATTHEW K ABBAS, P.L.S. EMAIL: MABBAS@BARGHAUSEN.COM SURVEYED: BCE DESIGNED: TDM DRAWN: TDM TDM 2/22/2 CHECKED: DKB BY DATE AP P R APPROVED: DKB .M. IU II I ARCHITECT LANCE MUELLER AND ASSOCIATES 130 LAKESIDE AVENUE, SUITE 250 SEATTLE, WA 98122 PHONE: (206) 325-2553 FAX: (206) 328-0554 CONTACT: KATHY NAGLE EMAIL: KATHY@LMUELLER.COM GENERAL SITE NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING o WORK. w 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL ro J EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER o > THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION o VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. Q EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE w OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF � PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT Q BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE — — CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST T OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND O TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" O REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT O HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. N N 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, Q 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 COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT J NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY r BARGHAUSEN CONSULTING ENGINEERS, INC. 00 T 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR TO ANY CONSTRUCTION C) STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN O WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS O BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. N N K. Bq� pF W A OP , cn z 25672 <zF ECG A L 2/22/23 V E V L � 4-J t .� N LLI � N 'on 00 N NQ� N V) � � CY) 0 N C I.!) CO CD � mV 00� o > oQ SCALE: 1 n-200 HORIZONTAL: NAD 1983/1991 - PR C TY OF RENTON ONE INCH DATU M Nkw AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 00 �z J zo 0 a C2 (/) N U R-423601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 01 Scott Warlick 4/7/2023 co i i REGIONAL FIRE AUTHORITY ��NT�ti CV cthomas 04/10/2023 �NflEEp \ DATE: Z COVER SHEET FIELD22/2023 m BLUE ORIGIN RENTON PAGE:--- ROAD IMPROVEMENTS DRAWING NO: INTERSECTION OF MAPLE AVENUE S.W AND 22334 Lu v S.W. 16TH STREET, RENTON, WA, 98057 SHEET:C1 OF: 8 a