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HomeMy WebLinkAboutR-409701w Q 0 U Q 0 0 0 0 CV 0 CV CV Q) E Q 0 0 i 00 00 i Q) i 00 00 0 CD CD r- Gi z iz J � BARGHAUSEN GENERAL SITE NOTES: O 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING d"I AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. tjo 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. A 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE 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 BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Q� 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND a SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF a 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. �y FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE O 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 a JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE a OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. A 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 MIN. ADVANCE �--I NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. U 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, 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 COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT 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 BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. CONDITIONS OF APPROVAL: A FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. THE FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL INCLUDE A TREE PROTECTION TRACT FOR THOSE TREES THAT DO NOT COUNT TOWARDS AN INDIVIDUAL LOT'S MINIMUM TREE DENSITY REQUIREMENTS. THE NGPA TRACT MAY BE EXTENDED TO ENCOMPASS THE ADDITIONAL PROTECTED TREES, IF FEASIBLE. SIGNAGE IS REQUIRED TO BE PROVIDED ALONG THE FENCE LINE OF THE TREE PROTECTION TRACT, THIS SIGNAGE COULD BE COMBINED WITH THE NGPE SIGNAGE IF THESE TWO TRACTS ARE COMBINED. 2. A GEOTECHNICAL REPORT BE PREPARED BY A GEOTECHNICAL ENGINEER DEMONSTRATING THAT THE PROPOSED STORMWATER OUTFALL WOULD COMPLY WITH THE CRITERIA OUTLINED IN RMC 4-3-050.J.1. IN ADDITION, THE PROPOSED OUTFALL SHALL BE LOCATED OUTSIDE OF PROTECTED SLOPE AREAS WHERE FEASIBLE. 3. A HOMEOWNER'S ASSOCIATION OR SHARED MAINTENANCE AGREEMENT SHALL BE ESTABLISHED PRIOR TO THE RECORDING OF THE SHORT PLAT. DRAFT CC&RS OR A DRAFT MAINTENANCE AGREEMENT SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL PRIOR TO RECORDING OF THE SHORT PLAT. 4. EITHER A 5-FOOT (5') SIDEWALK AND 0.5-FOOT (05) CURB CONNECTION DEVELOPED TO CITY OF RENTON STANDARDS SHALL BE ESTABLISHED ALONG THE NORTH SIDE OF THE PRIVATE ACCESS CONNECTING LOTS 2-4 TO REDMOND CT NE OR THE NUMBER OF LOTS ON THE SOUTH PORTION OF THE PROJECT SITE BE REDUCED FROM THREE TO TWO. THE SIDEWALK SHOULD BE LOCATED WITHIN TRACT A ON THE SUBJECT SHORT PLAT AND THE ACCESS EASEMENT THAT CROSSES TRACT A OF VELDYKE II SHORT PLAT (LUA09-058) SHOULD BE EXPANDED TO INCLUDE THE SIDEWALK. AN UPDATED SHORT PLAT MAP AND ASSOCIATED EASEMENT CHANGES SHALL BE PROVIDED PRIOR TO CONSTRUCTION PERMIT APPROVAL. TREE PROTECTION: THE PROPOSED PROJECT IS REQUIRED TO SAVE AND PROTECT TREES ONSITE. CONTRACTOR SHALL REVIEW THE TREE PROTECTION PLAN. FOR FURTHER DETAIL PLEASE REFER TO SHEET L-1 OF THIS PLAN SET. EXISTING: FP I COVER SHEET OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 47 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FOUND MONUMENT IN CASE 2" DISC W/PUNCH + DOWN_0.4' - INTX. NE 19TH ST. & REDMOND CT. NE EL. = 427.75 I N01.03'23"E 125.00' EX. FH M -------- 0 't2l � Iw \ EX. � 'J ROA SHC � ,� (AP N01'03 23 E N I 5.00' 1- --' Lu N01'03'23' - - - I I I I I I I I I I I 1 I I FOUND MONUMENT IN CASk 2" BRASS DISC W/PUNCH,I FOUND REBAR & CAP LS#118898 I EL. = 434.58 1 I 1 LEGEND: POWER VAULT LUMINAIRE (LUM.) POWER METER POWER POLE JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER SIGN WELL GUARD POST (GP) FLAG POLE (FP) MAILBOX SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK CONCRETE GRAVEL PAVEMENT PROPOSED: 0 0 0 REDMO D COU T N.E. - - - (UBLIC S01'03' 3"W 33 .10' I I I I I I I I I COUNTY REC.#20050927003161 I (APPROX. LOCATION ONLY) EXISTING: PROPOSED: WATER LINE SANITARY SEWER LINE -�• - - - - - - - STORM DRAINAGE LINE -GAS GAS GAS LINE T(UG) TELEPHONE UNDERGROUND P(UG) POWER UNDERGROUND P(OH)- POWER OVERHEAD X CHAIN LINK FENCE -0 BARBED WIRE FENCE WOOD FENCE ROCKERY RETAINING WALL 470 CONTOUR (MAJOR) - --466-- CONTOUR (MINOR)���-- GUARD RAIL/CABLE FENCE PROJECT BOUNDARY LINE SECTION LINE - - - RIGHT-OF-WAY CENTERLINE PROPOSED LOT LINE EASEMENT LINE BSBL LINE BENCHMARKS: FOUND 1.5" BRASS DISK WITH 2" BRASS DISK WITH PUNCH MARK PUNCH MARK IN CASE AT UNION IN CASE AT THE INTERSECTION OF 2 PER COR COMMENTS DATED 6/8/20 DC AVENUE NORTHEAST AND NE 19TH NORTHEAST 19TH STREET AND 1 PER COR COMMENTS DATED 10/31/19 DC STREET, KNOWN AS CITY OF DUVALL, KNOWN AS CITY OF RENTON CONTROL POINT #716 RENTON CONTROL POINT #1996 N0. REVISION BY DISTURBED AREA: 17,900 SF. 0.41 AC w 1/1TrPY I EX. FH 489-23'53"W 29.00' I I I I ' I IMPERVIOUS AREA: 177=50' 0 25 50 100 rammm SHEET INDEX 0 SE MAY CREEK PARK D SE 95TN WPY SE MAY VALLEY RD � NE oz = SITE 19TH STD c m m a cn r m m JAG' z c.� m VICINITY MAP NTS Cl OF 18 COVER SHEET C2 OF 18 SITE AND HORIZONTAL CONTROL PLAN C3 OF 18 TESC AND SWPPS PLAN C4 OF 18 TESC NOTES AND DETAILS C5 OF 18 TESC NOTES AND DETAILS C6 OF 18 GRADING, PAVING AND DRAINAGE PLAN C7 OF 18 DETENTION POND PLAN AND SECTIONS C8 OF 18 ROAD DRAINAGE NOTES AND DETAILS C9 OF 18 ROAD DRAINAGE NOTES AND DETAILS C10 OF 18 ROAD DRAINAGE NOTES AND DETAILS C11 OF 18 ROAD DRAINAGE NOTES AND DETAILS C11A OF 18 ROAD DRAINAGE NOTES AND DETAILS C11B OF 18 ROAD DRAINAGE NOTES AND DETAILS C12 OF 18 WATER PLAN AND PROFILE C13 OF 18 WATER NOTES AND DETAILS C14 OF 18 WATER NOTES AND DETAILS C15 OF 18 SEWER PLAN AND PROFILE C16 OF 18 SEWER NOTES AND DETAILS C17 OF 18 SEWER NOTES AND DETAILS C18 OF 18 COMPOSITE UTILITY PLAN L-1 OF 4 TREE RETENTION PLAN L-2 OF 4 TREE RETENTION CALCULATIONS L-3 OF 4 LANDSCAPE PLAN L-4 OF 4 LANDSCAPE NOTES AND DETAILS 1 OF 3 BOUNDARY AND TOPOGRAPHY (EXISTING CONDITIONS PLAN) 2 OF 3 BOUNDARY AND TOPOGRAPHY (EXISTING CONDITIONS PLAN) 3 OF 3 BOUNDARY AND TOPOGRAPHY (EXISTING CONDITIONS PLAN) AREAS LEGEND PROPOSED NUMBER OF LOTS: 3 ZONING OF THE SUBJECT SITE: R-6 GROSS SITE AREA: ±72,318 S.F. (f1.660 AC) SQUARE FOOTAGE OF LAND IN LOTS: 25,093 S.F. (0.576 AC) SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: 0 SF** SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: 0 SF SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: 0 S.F.** SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS: 0 SF ** NET SITE AREA: = GROSS LESS ** ITEMS ±72,318 S.F. (t1.660 AC) DENSITY PERMITTED BY CODE: 6 DU/AC NET (9 96 UNITS) HHLULVLLUNLU IMHLKVIUUS SUKFAUL AREA = 0 ACRES (0 SF) PROPOSED DENSITY: 0.55 DU/AC GROSS DEVELOPED NET NEW IMPERVIOUS SURFACE 0.55 DU/AC NET AREA = 0.23 ACRES (10,045 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 0.23 ACRES (10,045 SF) 1. TAX #: 042305-9032 2. SITE AREA: ±72,318 S.F. (f1.660 AC) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 3 SITE ADDRESS• 0.23/1.66 ACRES = 0.14 4. EXISTING USE: VACANT 5. PROPOSED USE: 3-SINGLE FAMILY RESIDENTIAL 6. EXISTING ZONING: R-6 (6 DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RMD (RESIDENTIAL MEDIUM DENSITY) 8. REQUIRED MIN LOT SIZE: 7000 SF 9. REQUIRED MIN. LOT WIDTH: 60 FEET CORNER LOT: 70 FEET 10. REQUIRED MIN LOT FRONTAGE: 64 FEET 11. REQUIRED MIN. LOT DEPTH: 90 FEET 12. REQUIRED MIN. SETBACKS: FRONT: 25 FEET REAR: 25 FEET SIDE YARD: COMBINED 15 FEET WITH NO LESS THAN 5 FEET ON EITHER SIDE SIDE STREET: 25 FEET 13. MAX BUILDING COVERAGE: 40 PERCENT 14. MAX IMPERVIOUS SURFACE: 55 PERCENT 15. MAX BUILDING HEIGHT: 24 FEET WALL PLATE AND 2 STORIES SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL, NAD 1983/1991 DATU M LEGAL DESCRIPTION: O W �4 z kS1042009NA L ENS 9-21-20 V E V � � t C W CN N M C Q CO 04 �d1N Q 75 U) Q0 Lr) mV o(DN OWNER/DEVELOPER r Y LOT 5, RENTON SHORT PLAT N0. LUA-03-125, DALPAY PROPERTIES, LLC. RECORDED UNDER RECORDING NO. 20050927900007, 4033 SUNSET BLVD. RECORDS OF KING COUNTY, WASHINGTON. RENTON, WA 98059 SITUATE IN THE COUNTY OF KING, STATE OF ENGINEER/PLANNER WASHINGTON. BARGHAUSEN CONSULTING ENGINEERS, I 18215 72ND AVE. SOUTH WATER UTILITY KENT,98032 (425) 25 R - 409701 (425) 251-6222 agafour 11 /13/2020 FAX (425) 251-8782 CONTACT: DON DAWES, PE IN COMPLIANCE WITH CITY OF RENTON STANDARDS IVANA HALVORSEN SURVEYOR PI REGIONAL FIRE AUTHORITY LANKTREE LAND SURVEYING INC. i APPROVED 421 "B" STREET N.E. 11/09/2020 iding cthomas 11/13/2020 OyqFIgE P�� AUBURN, WA 98002 i Po 00 TEL. (253)653-6423 (_4 00 FAX (253)793-1616 D� EVELOPMENT ENGINEERING SURFACE WATER UTILITY �/ � CONTACT: TREVOR LANKTREE, PLS Nathan Janders 11/12/2020 9i4 jfarah 11/13/2020 c) p DATE: CITY OF COVER SHEET 6/18/19 V) M ORR E N TO N DALPAY SHORT PLAT FIELDBOOK: O DALPAY PROPERTIES, LLC. PAGE: DRAWING NO: /1 uj Planning/Building/Public Works Dept. 4033 N.E. SUNSET BOULEVARD I--1 RENTON, WA 98059 SHEET: C1 OF: 18 U